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Home My WebLink AboutS_5220_SA B C ~D ID 0 c., I N If) I If) oE w 0'>1-;;,:-'O VJ . I ~....J 01 0 N 0 If) c., I I lO N If) I ,_ C: ~ ., 0 o,Z /<( ., ....J .... a. ·;;; I 0 VJ a. I EN Oil) ~I .... If) t N 1 2 3 4 5 6 7 8 9 10 NEWPORT BEACH, CALIFORNIA CONTRACT No. 5-51 I. (.) 1- g ...J "' ci "' REHABILITATION OF ! I i'.5 -=-:i(f) _---lf-____'.'.'.'..':"'.'.::__----'c..'..'::r----t ADAMS AVf.. co z 0 I-I-<fl (!) "' "" z ~ ~ CITY OF COSTA "' 0 "' ORANGE COAST COLLEGE 3: CITY OF IRVINE ~ (q<v 11A 11 STREET PUMP STATION~/~~~~ ~"< REHABILITATION OF "A" STREET PUMP STATION ->< "( I-0 z~ => "' I LL .r MESA VICTORIA ~ < 19TH ST. PROJECT LOCATION "' < :,: w 5 "' < "- ST. WPORT~~~ BAYA' /,CITY Ii 0 wpni:rrf~_J EA VICINITY MAP NO SCALE UNIVf.RSI \ <Ji,,..., "-'..<i\l RD, ____ _, PREVIOUS "A" STREET PUMP STATION PROJECTS 1) CONTRACT NO. 5-14R-6 CONSTRUCTION PLANS FOR WET WELL REPAIR AND REMODELING AT 14TH STREET AND "A" STREET PUMPING STATION (1975) 2) CONTRACT NO 5-14R4 --MANHOLE REPLACEMENT AND REPAIR (1974) 3) PLAN NUMBER 423 FOR THE CONSTRUCTION OF SEWER PUMPING PLANTS AND APPURTENANCES ON CENTRAL AVENUE NEAR "A" STREET AND 14TH STREET (1948 -CITY OF NEWPORT BEACH) 4) PLAN NUMBER 402 FOR THE CONSTRUCTION OF SANITARY SEWER AND APPURTENANCES ALONG CENTRAL AVENUE FROM VIA LIDO TO "A" STREET (1943 -CITY OF NEWPORT BEACH) CITY OF NEWPORT BEACH JUNE 2004 ORANGE COUNTY SANITATION DISTRICT APPROVED R.C.E. 45782 JAMES D. HERBERG -DIRECTOR OF ENGINEERING RECOMMENDED R.C.E. 53657 MATTHEW P. SMITH -ENGINEERING MANAGER PREPARED UNDER THE SUPERVISION OF: R.C.E. 55916 UMESH MURTHY -PROJECT MANAGER DATE: DATE: 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. I I ..... ....... ..... ..... ..... ------------..... ..... ..... ..... ------------..... ..... ..... ..... -------' 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 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. APPROVED: ..... ~~F----------------------- 11::i 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. en a:: ;:5-x .... ., ., ... .... VJ E <( ~ + I .. ~ 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 STEPHEN BADUM PUBLIC WORKS DEPT. DATE ROBERT H. PETERS -SR. CONSTRUCTION INSPECTOR DATE +~ o---lt-----.-----------------..--...... ---------------..... --------.~------------------.----------------------...... ---------------------..... --------...... -/r-,. I') 0 +o _?.N ..., -0 DD a::~ ~g-z VJ 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) ~ESS10i,~ ,;1 EV;~°" ~-•ro ~ 2501 2:-1 \. Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION TITLE SHEET, LOCATION AND VICINITY MAPS PROJECT NO. 5-52 DRAWING NO. G0001 1 OF 103 N If) I If) 0 z I-u <( ~ z 0 u A - B - C - 0 "O ., .0 D e - L 0 .... <.> ., .c ti:: w (/) ::::i Cl> " "O c,,j 0 0 0 (!) ~ Ill I E ~ -C: ., ;;)rr. ., c::, ;!:::: CD 1/1 c::, OC!J a. I EN Oil') ~I +' Ill :, . CD(/) F 1b 1/1 rr. 5,x .... ., ~ .... Ul E <T. (:?. I~ - 1 I 2 I 3 I DRAWING LIST G0001 G0002 G0003 C1001 C1002 C1003 C3001 C5001 C5002 C7000 C7001 C7002 C8001 C8002 C8003 C8004 C8005 L1001 L1002 L1003 L5001 L5002 L5003 L5004 A0001 A1001 A2001 A2002 A3001 A5001 A5002 A5003 A5004 S0001 S1001 S1002 S1003 S1004 S1005 S3001 S3002 S3003 S5001 S5002 S5003 S5004 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 E8002 TITLE SHEET, LOCATION AND VICINITY MAPS DRAWING LIST, REFERENCING/NUMBERING SYSTEM AND EQUIPMENT/PIPING IDENTIFICATION GENERAL ABBREVIATIONS, SERVICE IDENTIFICATIONS, LEGEND AND SYMBOLS SITE PLAN GRADING PLAN BALBOA BOULEVARD IMPROVEMENTS SEWER, FORCEMAIN, AND VENT PROFILES SHORING AND WATERPROOFING DETAILS MISCELLANEOUS DETAILS - 1 TRAFFIC CONTROL NOTES TRAFFIC CONTROL PLANS - 1 TRAFFIC CONTROL PLANS - 2 SURFACE DEMOLITION PLAN UNDERGROUND DEMOLITION PLAN EXISTING PUMP STATION DEMOLITION - 1 EXISTING PUMP STATION DEMOLITION - 2 DEMOLITION DETAILS LANDSCAPE CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN LANDSCAPE CONSTRUCTION DETAILS - 1 LANDSCAPE CONSTRUCTION DETAILS - 2 LANDSCAPE IRRIGATION DETAILS LANDSCAPE PLANTING DETAILS ARCHITECTURAL ABBREVIATIONS, NOTES & DOOR SCHEDULES ROOF PLANS & FLOOR PLAN EXTERIOR ELEVATIONS - 1 EXTERIOR ELEVATIONS - 2 ARCHITECTURAL SECTIONS ARCHITECTURAL DETAILS - 1 ARCHITECTURAL DETAILS - 2 ARCHITECTURAL DETAILS - 3 ARCHITECTURAL DETAILS - 4 STRUCTURAL ABBREVIATIONS AND NOTES TOP PLAN AND SECTIONS ROOF PLANS AND SECTION CRANE, PLATFORM AND STAIRWAY PLANS BOTTOM PLAN PATIO AND DISCHARGE MANHOLE STRUCTURAL PLANS AND STRUCTURAL SECTIONS - 1 STRUCTURAL SECTION - 2 STRUCTURAL SECTIONS AND DETAIL STRUCTURAL DETAILS - 1 STRUCTURAL DETAILS - 2 STRUCTURAL DETAILS AND SECTIONS - 1 STRUCTURAL DETAILS AND SECTIONS - 2 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 WET WELL SECTION MECHANICAL SECTIONS 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 SCHEDULES PUMP ROOM ELECTRICAL POWER PLAN ROOF ELECTRICAL POWER PLAN, ROOF LIGHTING PLAN, AND HVAC CONTROL SCHEMATICS ELECTRICAL SECTION - 1 ELECTRICAL SECTION - 2 ELECTRICAL DETAILS - 1 ELECTRICAL DETAILS - 2 SINGLE LINE DIAGRAM SERVICE ENTRANCE SWITCHBOARD, AND MCC ELEVATIONS CONDUIT, MCC, AND PANEL SCHEDULES CONTROLS CONDUIT AND WIRE SCHEDULE EXISTING PUMP STATION ELECTRICAL DEMOLITION - 1 EXISTING PUMP STATION ELECTRICAL DEMOLITION - 2 4 I 5 I 6 I 7 DRAWING LIST (CONTINUED) N0001 N0002 N0003 N0004 55E-NP110 55E-NP120 55E-NP130 55E-NP140 55E-NP150 NC110 NC120 NC130 NC140 NC150 NC200 NC210 NC220 NC230 NC240 NC260 NC300 NE110 N E111 A N E111 B NE120 NE130 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 PROCESS AND INSTRUMENTATION DIAGRAM PLC, VENTILATION, PUMP STATION MISCELLANEOUS EQUIPMENT PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 1 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 LPC TERMINAL BLOCK TB-2 ELEMENTARY DIAGRAM LPC TERMINAL BLOCKS TB-5, TB-6 & TB-8 ELEMENTARY DIAGRAMS LPC TERMINAL BLOCK TB-10 ELEMENTARY DIAGRAM CAMERA NETWORK DIAGRAM PLC PANEL LAYOUT (EXTERIOR) PLC PANEL LAYOUT (INTERIOR -1) PLC PANEL BILL OF MATERIALS LCP-A RECYCLE PANEL DIAGRAM SUMP PUMP PANEL LAYOUT DRAWING NUMBERING SYSTEM I /SHEET lYPE M1001 SHEET TYPE IDENTIFICATION DISCIPLINE CODE IDENTIFICATION 0 GENERAL A ARCHITECTURAL 1 PLANS C CIVIL 2 ELEVATIONS E ELECTRICAL 3 SECTIONS G GENERAL 5 DETAILS L LANDSCAPING 7 MISCELLANEOUS DRAWINGS M MECHANICAL --~ SEQUENTIAL NUMBER 6 SCHEDULES AND DIAGRAMS N INSTRUMENTATION AND CONTROL 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: I 55E!=.M.PLO.Q I NOTE (1) I NOTE (2)--~ ~--NOTE (3) ~ 1) LOCATION CODE(3 CHARACTERS) 2) FUNCTIONAL IDENTIFICATION (3 CHARACTERS) 3) BLOCK NUMBER (3 CHARACTERS) 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 M300) - SECTION LETTER DRAWING WHERE SECTION IS SHOWN SECTION LETTER DRAWING WHERE SECTION IS CUT 1 M5001 DETAIL NUMBER DRAWING WHERE DETAIL IS CALLED OUT 5. WHERE THE IMAGE IS CALLED OUT, IMAGES ARE IDENTIFIED AS FOLLOWS, IMAGE NUMBER PR-1 ..,,,,,,---E8002 -DRAWING WHERE IMAGE IS SHOWN 6. WHERE THE IMAGE IS SHOWN, IMAGE IS IDENTIFIED AS FOLLOWS, IMAGE NUMBER PR-1 E8001 DRAWING WHERE IMAGE IS CALLED OUT 7. NOTES LISTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED AS FOLLOWS: PIPING IDENTIFICATION SYSTEM ( 8"-DI-FM )--ENVELOPE DESIGNATES I NEW PIPING (PROCESS FLOW) SERVICE IDENTIFICATION ~----PIPE MATERIAL .__ _____ PIPE DIAMETER SIZE 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 8"-VCP-SS NO ENVELOPE DESIGNATES EXISTING PIPING '~---(PROCESS FLOW)SERVICE IDENTIFICATION PIPE MATERIAL 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. PIPE DIAMETER SIZE - - - - -.t -o---lto----------------------------------------------------------------------------------------------------------------------..... -/r--"'0 -.t 0 ,.N ..., -0 00 rr. -a. a. /., z (/) &.. RECORD DRAWING MARK DESCRIPTION I )3/0i DATE APPR. 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) I I L§lf LEE&RO. Inc. ' I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION DRAWING LIST, REFERENCING/ NUMBERING SYSTEM AND EQUIPMENT/PIPING IDENTIFICATION I I PROJECT NO. 5-52 DRAWING NO. G0002 2 OF 103 A - B - C - 0 "O ., .0 D e - L. 0 .... <.> ., .c ti:: w (/) ::::i Cl> " "O I') 0 0 0 (!) ~ Ill I E ~ -C: ., ;;)rr. ., c::, ;!:::: CD 1/1 c::, OC!J a. I EN Oil) ~I +' Ill :, . CD(/) F 1b 1/1 rr. 5,x .... ., ~ .... Ul E <S I~ - 1 I GENERAL ABBREVIATIONS A AB AC ALUM ANSI ASTM BC BD BF BLDG BR BSP BTM BV BW C CATV CB CFM Cl CIRC Q_ CLR CNB co CONC CONT CP CPLG CTR cu CV cw D DEMO DET DIA(l.'I) DI DISCH DISTRIB DWG(S) E EA EC EF EL ELL EMB EP EQ EQUIP EST EV EW EWEF EXIST FAB FAL FCV FE FF FG FH FL FLG(S) FM FRC FRP FS FSL FT(') G GA GALV GE GM GND GP GPM GSP GV HB HORIZ HS HVAC AMPS, AMBER, AIR ANCHOR BOLT AIR CONDITIONER ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN SOCIETY OF TESTING MATERIALS BEGINNING OF CURVE BOARD BLIND FLANGE BUILDING BRONZE BLACK STEEL PIPE BOTTOM BALL VALVE BACK OF WALK ELEVATION CENTIGRADE, CONDUIT, CLOSE CABLE TELEVISION CIRCUIT BREAKER CUBIC FEET PER MINUTE CAST IRON CIRCULATION CENTER LINE CLEARANCE CITY OF NEWPORT BEACH CLEAN OUT CONCRETE CONTINUOUS CONTROL PANEL COUPLING CENTER COPPER CHECK VALVE CITY WATER DRAIN DEMOLITION DETAIL DIAMETER DUCTILE IRON DISCHARGE DISTRIBUTION DRAWINGS ELECTRICAL EACH END OF CURVE ELEVATION EACH FACE ELEVATION ELBOW EMBEDMENT ELECTRIC PANEL EQUAL EQUIPMENT ESTIMATE ELECTRICAL VAULT EACH WAY EACH WAY EACH FACE EXISTING FRESH AIR BREATHER FLOW ALARM-LOW FLOW CONTROL VALVE FLOW ELEMENT FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOW LINE ELEVATION FLANGE(S) FLOW METER, FORCE MAIN FLEX RUBBER CONNECTOR FIBERGLASS FORGED STEEL, FLOOR SINK, FINISH SURFACE, FLOW SWITCH FAST -OFF-SLOW FLOW SWITCH FOOT GROUND, GA~ GROUND WRE GAUGE GALVANIZED GROOVED END AND GROOVED END FITTING GAS METER GROUND GUARD POST GALLONS PER MINUTE GALVANIZED STEEL PIPE GATE VALVE HOSE BIBB HORIZONTAL HAND SWITCH HEATING, VENTILATION AND AND AIR CONDITIONING 2 ID IN(") INV IW L LB(S) LBP LG LR LS M MAX MB MCC MECH MH MIN MJ MOV oc OCSD OD OPNG p PB PCC PG PL It PLC PLCS PM POC POT pp PPH PRI PRV PRW PV PVC PVMT RED REQD RPP s, ss SC SCE SCH SD SHT SL sov SPCG SPD SPEC SQ SST STA STD STL STRUCT sue SW T&B TC TEL TG THK THRU TIE TOS TP TYP UL UTIL V VAR VB VCP VERT VTR w W/ WC wco WM ws I 3 INNER DIAMETER INCHES INVERT ELEVATION INDUSTRIAL WATER LENGTH POUND(S) LANDSCAPE BASEPOINT LONG LONG RADIUS LAVATORY SINK MOTOR MAXIMUM MASONRY BLOCK MOTOR CONTROL CENTER MECHANICAL MANHOLE MINIMUM MECHANICAL JOINT MOTOR OPERATED VALVE ON CENTER I ORANGE COUNTY SANITATION DISTRICT OUTER DIAMETER OPENING PNEUMATIC CONTROL VALVE PULL BOX PORTLAND CEMENT CONCRETE PRESSURE GAUGE PLATE PROPERTY LINE PROGRAMMABLE LOGIC CONTROLLER PLACES PARKING METER POINT OF CONNECTION POTENTIOMETER POWER POLE PAY PHONE PRIMARY PRESSURE REGULATING/REDUCING VALVE PROCESS WATER PLUG VALVE POLYVINYL CHLORIDE PAVEMENT REDUCER REQUIRED REDUCED PRESSURE PRINCIPLE SANITARY SEWER SLEEVE COUPLING SOUTHERN CALIFORNIA EDISON SCHEDULE SANITARY (STORM) DRAIN SHEET STREET LIGHT SHUT-OFF VALVE SPACING SUMP PUMP DISCHARGE SPECIFICATION(S) SQUARE STAINLESS STEEL (TYPE 316) STATION STANDARD STEEL STRUCTURAL SUCTION SWITCH TOP AND BOTTOM TOP OF CURB ELEVATION TELEPHONE TOP OF GRADE ELEVATION THICK THROUGH CONNECTION TOP OF STEEL TELEPHONE POLE TYPICAL UNDERWRITERS LABORATORIES UTILITY VENT, VALVE VARIES VALVE BOX VITRIFIED CLAY PIPE VERTICAL VENT THROUGH ROOF WATER WITH WATER CLOSET WALL CLEANOUT WATER METER WATER STOP 4 I 5 I PIPING SYMBOL SYMBOL SINGLE LINE ------<]f--- --N,--- -----,CCX],__- ----,~,__- DOUBLE LINE DESCRIPTION PIPELINE JOINTS h~-__,,m-~6 FLANGED .__ '-<--.J---_., SOLVENT SOCKET WELD PVC , 1 :1 d REDUCER 6 fill d UNION h M d SLEEVE COUPLING (SC) □ d ~f-----_____,,6 6 DOUBLE LINE h..__-1 ~-1 ___,,d h __ lN-1 _d _s ------ff'IPl,,__I _a -& ------ff'l~-11 ~a a CAP BLIND FLANGE GROOVED PIPE COUPLING (GE) CHANGE PIPE MA TERI AL VALVES AND GATES GATE (GV) CHECK (CV) BALL (BV) GLOBE VALVE SIDE SIDE REGULATED ~REGULATED ------, b~--I6 PRESSURE REGULATING VALVE ------i(m1--- ----1tg'>---- --K:i)I--- SINGLE LINE ' 4 T FH >•---- --llffiAA1"""1 - h d h,-------tt'I I ~'tt--11 -----a b..__-1 f0l11--I ___,,d DOUBLE LINE 8...,__II _____,,d 811 a 6 11:F9'-11-~a 6 llv...,_11 _ _,,a ' ' ' I I ~ 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 h 11AAAA®1 a BRAIDED CONNECTOR 6 I 7 I LEGEND AND SYMBOLS SYMBOL --8"-CIP-W-- --8"-CIP-W--C: 4"-PVC-D 4"-PVC-D ----T---- --E-.. - ----- □ ------- J ) ) DESCRIPTION EXISTING BURIED PIPELINE EXISTING EXPOSED PIPELINE NEW EXPOSED PIPELINE 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: 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. 2. 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. 3. 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 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. 4. BIDDERS ARE URGED TO VISIT THE SITE TO VERIFY EXISTING SITE AND FACILITY CONDITIONS PRIOR TO SUBMITTING BIDS. 5. 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 "A" STREET PUMP STATION ORANGE COUNTY SANITATION DISTRICT, NEWPORT BEACH, CALIFORNIA DATED SEPTEMBER 11, 2001 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, 1-- INCLUDING THESE DRAWINGS AND PROJECT SPECIFICATIONS. ALL SHORING DESIGNS 1-- 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 REFER TO THE SPECIFICATIONS FOR PRETREATMENT, DISPOSAL OF GROUNDWATER AND LENGTH OF DEWATERING PERIODS FOR ALL WATER ENCOUNTERED DURING TRENCHING AND SUBSURFACE WORK. 9. THE CONTRACTOR SHALL PROVIDE ONE 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 TWO 15"x15" NFPA PLACARDS, TWO "NO SMOKING" SIGNS AND ONE "EMERGENCY NOTIFICATION PROCEDURES" SIGN WITH CONTACT TELEPHONE NUMBERS PER THE FIRE DEPARTMENT INSPECTOR. LOCATION OF PLACARD AND SIGNS SHALL BE PER THE ENGINEER . 11. ALL MANHOLE CHANNELS SHALL BE NOT LESS THAN THE INLET PIPE DIAMETER INSIDE AND SHALL BE FORMED SMOOTH AND ROUND TO ALLOW A CLEANING TOOL TO BE PULLED THROUGH 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-- v -o---t.,_----------------------------------------------------------------------------------------------------------------------------""""'1--/r---"'0 v 0 ,.N ..., - 0 00 rr. -a. a. ,,..., z (/) &... RECORD DRAWING MARK DESCRIPTION I )3/0i 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 I L§lf LEE&RO. Inc. ' I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION GENERAL ABBREVIATIONS, SERVICE IDENTIFICATIONS, LEGEND AND SYMBOLS I I PROJECT NO. 5-52 DRAWING NO. G0003 3 OF 103 1 2 3 4 A co _--,,--RECONNECT 3 H/L TO EXIST 6" VCP 1 o· EXIST 6" ~-HOT TAPS (2 EA) B Cl:: 5 NEW 24" MH 4"-DI-V LINE 7 >------< 18"-VCP-SS LINE 2 N 2166629.55 6 I I ' I ' ~ I I I ' I I 7 ' Cl CD Cl c., E 6059654.99 EXIST 6"¢ SEWER LINE I /- I I I N If) I If) ---8"x8"x4" WYE (TYP OF 4) 8"-VCP-SS LINE 1 N --- "'Is ' NEW 6"¢ VCP PIPE ..,__ ft (SAME SLOPE AS ~ Cl:: (/) I () I N If) J,c w I N 0 ~ (/) I () I If) I If) () I ~ 0 ~ '7D () I N If) I If) 0~ "'o ., _J :n-01-o ._::::, ._ I oU ..., I u N ., If) ---~ --- .............. .............. --- l .............. 8 .............. ~-PLUGGED (TYP) --- LINE 2166581.56 6059624.35 ~ ------ -... -... rr~ I )'I / // ', t/ /I /4 =....., N 2166580. 41 It /I E 6059625.06-::::--dt (( SEE NOTE 6 _ _Ef'-DI-FM//' '{><ts~iA,No~ LINI:. .5 I lfrtt G ''.4 ,,,,t:o p NEW 6 ' 0srA,"o' Pu41. 11 ·S. ,--,v,H#7 \\ Sti/i.fol1~0F'o1yp II ~ ' , EXISTING) SEE NOTE PL (TY )'- II ~ ~ ·. I '- ~'¢•, 2 ", 'f: .c I .. If) Cl:: w (/) ::::, .............. .A ABAND ""I SLURRY FIL .............. ~~~D1,,,-, 'N II "" YY(., II 12" -VCP-SS ,~:~:~t:::::l>e:::::L;l;N~E~1:... ... ---~7,---. -..; \ ~E-.... cn:5 ~ 3: a.. -... 1 .............. t 8 -o I -.... ..: :::!: --........_ o I --........_ ON ...._ u '? -----........_ ..!i If) --........_ If) ---1 ---~ ~ ·55 ...... ·uz , /< ~ ., _J .... a.. 'cii I -.. , Or.I) ~ a. I EN Ctn -.... ~I -.... ...,tn ~ ~~F ...._ I~ --- 3-~ SITE PLAN ~ ___ .... --- '-... .......... </. ~, 'tl ~ .............. ...... l ~ ' .............. ~ ...... v ...... ...... .............. ' ............ .............. D .............. ~ '---t EXIST 48" ID MH 'tl 'MH R20_001 ------ MH ~. .............. .............. ! ~ \ r.n E <~ I') I .. ~ I ' I \_ I 1!r. I l k ~ .O.C. LOCATE EXISTING BEND AT APPROX COORDINATES .-N 2166610.70 E 6059712.12. '(' ± I REMOVE AND EXTEND PIPE TO r,__ • RIFY. SEE MARKINGS ON . )W MH#3. CONTRACTOR TO ~ SIDEWALK. (SEE NOTE 15) J-------;1-1 NEW 48" CITY MH#2 (SEE NOTE 3) INSTALL MANHOLE ON NEW I I / 8"-VCP-SS LINE TO INTERCEPT NEW CITY 6"¢ VCP SEWER LINE EXTENDED FROM EXISTING SEWER LINE. (SEE NOTE 15) ...._____----1-.__ NEW 48" ID MH#3 I I PRO~DE NEW FRAME AND COVER, SEE NOTE 3 AND NOTE 15 /'---~RE-CAST TRANSFORMER VAULT SEE NOTE 13 . 1 ~~1 ---+------t RECESSED HOSE BIBB ASSEMBLY C5002 8 9 10 GENERAL NOTES: 1 . MANHOLES #3, #4, #5, AND #7 SHALL BE INSTALLED PER CNB STD 401-L. MANHOLE #1 AND #6 SHALL BE INSTALLED PER OCSD STD DWG S-050. 2. FRAME AND COVER FOR NEW FORCE 60" ID MH, MH#1, AND MH#6 TO BE PER OCSD STD DWG S-054. 3. FRAME AND COVERS FOR MHR19_016, MH#3, MH#4, MH#5, AND MH#7 TO BE PER CNB STD-114-L. 4. NA 5. PROTECT ALL EXISTING UTILITIES ENCOUNTERED DURING EXCAVATION THROUGHOUT CONSTRUCTION. 6. SEE DWG C1003 FOR HARDSCAPING REQUIREMENTS ON BALBOA BL VD. 7. SEE DWG L1001 FOR PARKING LAYOUT. 8. NA 9. WATER METERS TO BE PURCHASED FROM CITY OF NEWPORT BEACH WATER DEPARTMENT. INSTALL TAP TO WATER MAIN, TUBING WITH APPURTENANCES AND METER BOXES PER CITY OF NEWPORT BEACH DRAWING STD-503-L AND STD-505-L. 10. NA 11. PIPE BEDDING SHALL BE PER CITY OF NEWPORT BEACH DRAWINGS 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. 12. ALL PVC PIPES SHALL BE RATED FOR 150 PSI. 13. PRECAST CONCRETE TRANSFORMER VAULT SHALL BE 5' -0" x 10'-6" x 7'-0" DEEP AS MANUFACTURED BY JENSEN PRECAST OR UTILITY VAULT CO. 14. SEWER MAIN TERMINAL CLEANOUT SHALL BE PER CITY OF NEWPORT BEACH DWG STD-400-L. MATERIALS TO BE PRO~DED BY CNB. 15. SCOPE OF WORK IDENTIFIED IS INCLUDED AT THE REQUEST OF THE CITY OF NEWPORT BEACH. PAVING NOTES: 0 SAWCUT AND JOIN EXISTING PAVEMENT, SEE DWG C1002 FOR GRADING PLAN 0 PROTECT PIPE OR CONDUIT IN PLACE. SIDEWALK, AND GUTTERS. COORDINATES* STATION NORTHING EASTING RIM EL. MH#1 0+19.76 2166635.11 6059634.63 7.97 MH#6 o+ 72.41 2166591. 76 6059604.75 8.10 MH#7 1 +07.42 2166561.45 6059622.26 8.34 MH#5 1 +38. 77 2166549. 78 6059651.36 8.27 MH#4 1 +83.17 2166558.20 6059694.96 7.84 FM MH 0+60. 73 2166577. 71 6059595.08 8.48 * MANHOLE AND POINT OF CONNECTION COORDINATES SHALL BE ADJUSTED TO MATCH EXISTING SEWER ALIGNMENTS, WHERE APPLICABLE. NEW SEWER ORIENTATION SHALL BE INSTALLED AS SHOWN. SEE DRAWING C1002 FOR BASIS OF DATUM AND BASIS OF ELEVATION STATEMENTS . st~ o---ii----,------------------..... -..------------------------------------------...... -----------------------------------------------,P""---------...... -/r-. I') 0 st 0 _?.N ..., -0 DD Cl:: ~ ~g- z (/) &_ 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) ~ESS10i,~ ,;1 EV;~°" ~-•ro ~ 2501 2:-1 \. Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. SITE PLAN C1001 4 OF 103 N 0 I!:! A B '?C u I &:l I IO 0:: Cl (D (.!) I N IO I IO -0 I!:! 'f D _J I N IO I IO §E Oll-3::::) ~I NU 01 ON -io UI I IO N IO I ,. ">0 ·-z ;:!-...: _J 2a. 'iii I 0 VJ a. I EN 010 ~I ..,io lil <ii F 11!i Ill 0:: <x / +' ., ., '-+' VJ E <Ji I") I •• - 1 o· 1 t N o· 1 o· SCALE: 1" = 1 O' ------- -------~ 20' ------- 2 INSTALL 4' CONCRETE BUMPERS (TYP OF 6) TC 8.24 FL 7.74 CURB FACE 3 EL TCf -~ P OF CUR BW 8.51 FINISH GRADE 6" PLUG AND THREADED ADAPTER 8 6x6x4 TEE W/PLUG----, AND 1/2" TAP 6" TEE W/PLUG--~ ( 6" -PVC-SD) FROM CATCH BASINS SEE GRADING PLAN 6" RETURN BEND-~ BW 8.49 TG 8.32 FIELD VERIFY TO MATCH----<..___ EXISTING SIDEWALK EL l 8 12" VALVE BOX AND 0 COVER PER OCSD STANDARD DWG S-073 11------------,.~ 1 /2" COPPER ,,._..,... TRAP PRIMER LINE BW 8.31 TG 7.94 BW 8.30 TG 8.00 BW 8.23 TG 8.14 TRAP PRIMER CABINET ~----6" SANITARY TEE ~--------1 6"-PVC-SD TO MANHOLE #1, SEE GRADING PLAN ------..._____ DRAINAGE BASIN WITH P-TRAP NOTES: 1. PVC SHALL BE SCHEDULE 40 . DETAIL 1 SCALE: 3/ 4"= 1 '-0" 4 4 C5002 l ------- ------- 5 CONSTRUCT 6" CURB (BUMPER) AND GUTTER PER APWA STANDARD PLAN 121, TYPE B3 MH#1 SEE'. DWG C1001 ,-------c~-+---1 ---lDRAINAGE BASIN WITH P-TRAP ~---REPAVE ALLEY-- W/ PCC TO EXIST ELEVA Tl ON SEE NOTE 9. ' 6 ~ TC 7.76 , D CURB DRAIN (TYP OF 3) SEE NOTE 4. '-'<'"" CORE 4" "1A HOLE AT WALL BOTTOM FOR DRAINAGE I I I I I 7 8 I I I I ~,__ __ /~ PCC I REPAVE "A" STREET TO EXISTING ELEVATION W/ 4" AC/6" AB WHERE INDICATED ON DWG C8001 ,,-----t---COLDMILL AND OVERLAY BALBOA BOULEVARD AS INDICATED ON DWG C1003 9 10 GENERAL NOTES: 1. SAWCUT AND JOIN PAVEMENT, SIDEWALK, AND GUTTERS TO EXISTING GRADING WITH NO DISCONTINUITY. 2. REPLACE DEMOLISHED STREETS, SIDEWALKS, AND GUTTERS AT SAME ELEVATIONS, UNLESS OTHERWISE STATED. 3. CONTRACTOR TO COORDINATE WORK WITH ADDITIONAL GRADING AND PAVING AS SHOWN ON C1003. 4. CURB DRAIN TO BE PER APWA STANDARD PLAN 150-2, CASE II INLET. 5. BASIS OF ELEVATION -BENCH MARK NO. NB1-4-71 NAVO 88/1995 OCS ADJUSTMENT. 6. ALL GUTTERS, DRAINS AND CHANNELS SHALL BE SLOPED 1 % MIN. 7. ALL PVC PIPE SHALL BE SCHEDULE 40. 8. SEE DWG L1001 AND CITY OF NEWPORT BEACH STANDARD DRAWINGS STD-805-L-A AND STD-805-L-B FOR PARKING LOT CONSTRUCTION. 9. SEE CITY OF NEWPORT BEACH STANDARD DRAWING STD-140-L FOR PORTLAND CEMENT CONCRETE ALLEY CROSS SECTION. NOTES: CD SEE DRAWING C1003 FOR GRADING CONTINUATION. NO DISCONTINUITY SHALL EXIST BETWEEN GRADES. 0 FINISHED GRADE TO BE 2" MIN. BELOW TOP OF CONCRETE. 0 MATCH EXISTING ELEVATION. COORDINATES NORTHING EASTING [I] 2166667.29 6059613.89 ~ 2166654.73 6059632.14 w 2166658.85 6059634.98 [1J 2166609.33 6059706.94 [fil 2166604. 71 6059713.60 [fil ---- [1J ---- [§] ---- @] 2166591.12 6059704.28 [Q] 2166627.43 6059653.42 [I] 2166605.20 6059684.54 [j] 2166596.53 6059685.93 ILl 2166583.30 6059676.49 [1 2166611.83 6059636.54 [j] 2166624.30 6059645.45 BASIS OF DATUM: THE COORDINATES ARE BASED ON O.C.S. HORIZONTAL CONTROL CCS 83 ZONE VI STATION "6183" IN THE ORANGE COUNTY SURVEYOR. THE STATION IS LOCATED AT OLD CENTERLINE EAST BALBOA BOULEVARD AND ISLAND AVENUE. BASIS OF ELEVATIONS: ALL ELEVATIONS BASED ON NAVD 88/1995. DIFFERENCE OF +2.40' BETWEEN NAVO 88 & 29. BENCH MARK NO. NB1-4-71 NAVO 88/1995 OCS ADJUSTMENT. BASED ON O.C.S. VERTICAL CONTROL IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ELEVATION = 7.828 NAVD 88/1995 (ELEVATION = 5.424 NGVD 29/1995) LITHOCRETE NOTES: ~ (SEE PAVING SCHEDULE IN SPECIFICATIONS) SLAB LITHOCRETE LITHOCRETE GRADING PLAN DRAWING THIS IS A RECORD DRAWING OF THE FACILl"ITT: IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BAS F INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AN WNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH 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. NO. THICKNESS AGGREGATE STAIN FINISH 0 4" ROSSO NERO UNSTAINED SAWCUTTING: DECORATIVE JOINTS: 1 /8" WIDE X 1 / 4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" WIDE X 1 /4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) ..i--o---it,...------------------------------------------------------------------------------------------------------------------------1--/r--I") 0 sto ,'.'.?-N .., . Q<Xl o::- ~g- ZVJ A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION GRADING PLAN PROJECT NO. 5-52 DRAWING NO. C1002 5 OF 103 ~ 0 ~ (/) I (..) I N I{) I I{) 0 (/) A 'TB X I [D z (..) I N I{) I I{) a. I- I X I [D z (..) I N I{) I I{) c:::, 0:: I X I [D z (..) I N I{) I I{) C: 0 :;; " 0 0 I [D z C YD N I{) I I{) 'E 01 '"CJ 0 .!1 I .!J ~ !!?-z -I (..) '-I .SN 01{) " I ..c: I{) 0:: LJJ (/) ::, -" ·.::: g E ;i: "' " ;i: C: '"CJ N rri I 0 [D oz ~ (..) c:..> I IN NI{) IO I I IO ,, ·;: Ti /0:: "c:::, :=: CD me:, 0 (.!) a. I EN 01{) ~I .... I{) lil cii F I~ mo:: ;5-x .... " " I.. .... Vl E < a: I') I .. .. w ~~ c:::, c:::, 20' 20' MARK 1 \ \ O' 20' 40' ---~ SCALE: 1" = 20' I- ::r:: oe:> 0 n:: + O> n:: .--w 0... •• 0... <( ::, I- (/) w \ \ w (/) o· 20· 40• ___ ;;...-__ _;, SCALE: 1" = 20' ---f'L INT BALBOA BL VD. STA 17+35.52.64\ =MAIN ST STA 10+00 2 * - r--r-- Ol I'-+ I'- 3 I I I , CL INT BALBOA BL VD. STA 14+ 78.94 4 5 I I I 6 I 7 r I I I 8 9 I- LL. OW 0 _J 10 {=WASHINGTON AVE STA 10+00 6+ j BALBOA BLVD. ,, 00 + +n:: mw ..--3:: 0 I{) r--. t BALBOA BLVD -. PAVING PLAN TC 6.01: ____ .../ FL 5.56 0 0 LO CX) 0 «i- '--___ TC 5.97 FL 5.52 BALBOA BLVD. 0 0 CX) co + CX) + CX) ~ SIDEWALK / CURB AND GUTTER PLAN oO TC 5.85~0 ~ FL 5.18 w LO " FL 5.16 + Ol I[) MAIN STREET CONTRACTOR SHALL PROTECT ,.___INTERSECTION AND STEAM CLEAN PAVERS AND CONCRETE AFTER CONSTRUCTION IS COMPLETE. .. 0 <(_j 1--- (1) W w (/) CONSTRUCTION NOTES: 0 0 0 0 PROTECT IN PLACE. REMOVE AND REPLACE. SAWCUT AND JOIN. 0 0 CONSTRUCT TYPE "A" CURB AND GUTTER PER CNB STD-182-L. CONSTRUCT CURB RAMP PER DETAIL 5 SHEET C5002. PROVIDE "DETECTABLE WARNINGS" PER CALIFORNIA BUILDING CODE SECTION 1127B.5. 0 COLDMILL 2 INCH AC. G OVERLAY WITH 2 INCH AC. CNB STD-180-L. 22.t_oc_ ,_ ~ /ff ::c /:4 ~ __ (/)_TC 5.10 FL 4.46 0 CONSTRUCT TYPE "A" ALLEY APPROACH PER CNB STD-142-L. /...C (/) 2: CURVE TABLE: NO. DELTA RADIUS LENGTH TANGENT 0 81° 02' 44" 18.00' 24.23 14.35 LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) SLAB LITHOCRETE LITHOCRETE NO. THICKNESS AGGREGATE STAIN FINISH 0 4" ROSSO NERO UNSTAINED 8 NOTES: a f5 1. CONTRACTOR SHALL CONDUCT A SURVEY OF THE AREA PRIOR TO START OF WORK AS INDICATED IN THE SPECIFICATIONS, DIVISION 01. CONTRACTOR SHALL SUBMIT DEVIATIONS OF SURVEY FROM PLANS TO THE DISTRICT . 2. SEE SITE PLAN (DWG C1001), GRADING PLAN (C1002), AND DEMOLITION PLANS (C8001 AND C8002) FOR DEMOLITION AND ADDITIONAL IMPROVEMENTS ON BALBOA BOULEVARD NOT NOTED ON THIS PLAN. SAWCUTTING: DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" WIDE X 1 / 4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) LEGEND: -PARKING METER _,._ SIGN A FIRE HYDRANT * STREET LIGHT 7. ALL SIGNS, PARKING METIERS, AND/OR REPLACED EQUIPMENT SHALL BE ACCEPTABLE TO THE CITY OF NEWPORT BEACH. REPLACED SIGNES SHALL BE INSTALLED WITH UNISTRUT POLES AND BASES. 8. CONTRACTOR SHALL REPLACE STREET LIGHTING SYSTIEM CONDUITS WITH 1¼" PVC CONDUITS AND WIRING AS DIRECTIED BY THE CITY ENGINEER. 9. EXISTING ELEVATION INFORMATION TAKEN FROM THE CITY OF NEWPORT BEACH BALBOA VILLAGE IMPROVEMENTS, PHASE 3 (PROJECT R-57636-S) PREPARED BY PSOMAS. >---POUR 8" PCC PAVEMENT ON 6" AB 3. STREET IMPROVEMENTS SHALL PROGRESS AFTER EXISTING PUMP STATION HAS BEEN DEMOLISHED. SEE DWG C8002 AND SPECIFICATIONS SECTION 01014 -SEQUENCE OF OPERATION 4. AREA WHERE EXISTING PAVEMENT IS REMOVED FOR DEMOLITION AND NEW PIPE INSTALLATION SHALL BE REPAVED. NEW PAVEMENT SHALL CONSIST OF 6 INCHES AGGREGATE BASE WITH 4 INCHES ASPHALT CEMENT PAVEMENT. MATERIALS SHALL BE 10.NEW PERMENANT STRIPING SHALL BE PAINTED TO MATCH EXISITNG STRIPPING AFTER SLURRY SEAL POURED AND CURED. ROTECT CURB AND GUTTER IN PLACE \ CL INT BALBOA BL VD. STA 19+92.82 ="A" ST STA 10+00 AS SPECIFIED. 11. CONTRACTOR SHALL REPLACE ALL STRIPING AND MESSAGES THAT ARE REMOVED WITH THERMOPLASTIC. 5. EXCAVATIONS WITHIN EXISTING PAVED AREAS--------------------------• SHALL BE BACKFILLED WITH SAND CEMENT SLURRY. 6. STREET LIGHTS TO BE IMPACTED OR PUT OUT-OF-SERVICE DURING CONSTRUCTION SHALL BE APPROVED BY THE CITY OR NEWPORT BEACH. PRIOR TO CONSTRUCTION STREET LIGHTS SHALL NOT BE OUT-OF SERVICE FOR MORE THAN 5 DAYS DURING CONSTRUCTION. 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. BALBOA BOULEVARD IMPROVEMENTS DRAWING NO. C1003 6 OF 103 A - B - C - D 0 ""O ., 2i e - .. 0 .... u ., .c a:: w V) :::, Cl ~ ""O 5 0 r') (.) I N LO I LO E / -·;: Ti / a:: 2o ·en m 00 C.<.!) El ON (.J LO /\ ~l() lil •• F I ~ en w <( a:: /X .... ., ., .. .... vi E <( C. 10 5 0 -5 -10 1 I 2 I 3 I 4 I 5 w w >->-3:0 3: L[) :::: I _::, . ~ 1-0 "-t ~ 0 ~ z~ ~w ~,.,., ~w ~ ~ ~ o ~ ~ &] ~ ~ EEXLIS7TIN7G± \GRADE ~ ~ EXISTING CURB:~ 85 ~ + r----, ~ + w + = • w~ AND GUTTER Cl 1-<! < l""l"'! .:'.WP, :0 N ~ N t-:-,,j"; Z 1-..; ,---EXIST 8" -PVC-S 6! + 'S!-+ 7 I") • X I") <! ~ <! ' (/) ex (/) I 6 I 7 I 8 I r 4" AC OVER 5" CONCRETE r EXISTING GRADE EL=8.1 ± 9 I I ~ EXISTING GRADE I EL-8.3± -tl 0 'q" 0 0 -st- ~ - w 10 0 0 I") ~ w 111 1,--..-----111-1 "' ._ s~u.ul , LD "'""----i II 1, r-r--t-fr--+-+-+r-----~-t--,--.j....--....:.~~ n 1----~ L/ H--t------t--:=::::;::---;::,;---:-,=----=----+---+-+-------+-----+-+-----+----\Hf----a·1+---+---11----------lnd---+--------~d>+---1----1--~-1----1-;~_L_1N_E_#_5 _ __.j ~ EXIST 8"-VCP-S §; ~ c "'-z: ,.___,'-"n r7 7 4"-0i V INV EL 2.22 1 ,....: I -' r:> --,___ ,-... U1 f'> L 1 • _r " "J V ~ 1 ·L / (fl I/ --.,; 1--'--" f-------et-=-f'<1.--+---+-----l--t---\--·-+--,1----------+-----l-+----\-----,--:'-,vt-...J/~J--A/ 1,,, \ '-_ _,,I/ NEW 6"¢ CP PIPE _J \ 3/ ,~ I/ '¾ (FIELD VE IFY INVERT (::I '/ < ' V << >~ ~ '-TOP OF SECANT WALL ELEVATION ~"'/ >> IL__CLEANOUT PER er y OF ~ TO REM IN :::J •'/ ---0 0 - u • ~ --~ 3: ~ ;i-w :r: N z ::;;; -/ I I, EXIST 12" PVC SS / INV EL • 2.67 ::;;; ~ I 0 IX) co I ~ 1-W (/) x> wZ "---µi Clw zz I-~ (/) (/) c;5123 0::: w Cl ~ ;= 3: (/) XN w~ 4" DI V INV EL 2.30 ,...,-,-..... ---.. ,-...JLL I I,,._,, 1._._ BELOW n s-0.05 z 0 ti---------...... ---------~ 12" vc ss 1-12·· VCP ss 18" VCP~ss 1--------~ <! 18" VCP ss NEWPORT BEACH I WG ~ ~ STD-400-L 3: ._ 8"x8"x4" WYE 1-1-z z CONNECT TO EXIST <! <! uw u LATERAL , TYP OF 4) (/) w © ~ :t 0 N ) I ~ ~ :r: ::;;; w ~ ~a:: ~ >-0 w 0 ~~ :r: ~ r---L[) L[)_ C II/--~t,-S Q.QQ I ~1,-1 S Q.QQ5 / ""/4 S Q.011 ~ :: ~ 1-+-----+-------"-~-v------.,.1,,.:--i:· -,t'----i-+-------'~~----o'-'J'--+--{;_j-1-~·~--f--""'r---+----"~;l-----.l--~J------,-".c-?-cy------.l--+-+-X!l,,,_,_'t--()-<-,-'!-'>l'-,..-------l----------/---l--l-W~-=--"'---"--'.l__-)_\,'--__ ___tj : w ~ :'.J O "-' v INV EL-3.61 ,.,., ~ I s 0.0030 I \ Q) (/) ~ ~ 0 z w 0 D:'. <! 1-(/) :r: z <! ::;;; 3: w z • 0::: :!w +-No ~ <!W 1--(/)~ b::;;; N ,.... I I :: ~6 + N :r: ;:: z <! W<! I-IZ ::;;; (/) 0 Q) L[) :r: 1 .. ~ ~ :;,: CXJ I rz~~---+----------+-------=';i++~~------+-"--'<-t---~~+LD-'-----+----_,;:·f+ ___ ..3 ...._w~;f-n ------------1-------------l---k---2;-l-----___:;~~-_____j •(/) ~I~ ::.::~ / w/ I <! ~ ~ I") I ::;;; +~ ~w 3: <!> w 1-z z (/) - <! -st-::;;; .;!: ~ . +-~ ::;;; ;±: 3: <! ~ ( p w WI-Z< > ~ ~ z (/) ~ to z '1i, N ~ ~ w w N ~ + > 0 :r: 0 z -z <! <! I- 0 0 + 0 0 (Ot----++--------~---------~-------------'---------__J'-------1 i-------~---------~--~--------'-------------'-------------l---'------------'--------------'--'=-.1...".-'--------_J<! 1- ::;;; (/) + t-'") 3+00 2+75 2+50 2+25 1+75 1+50 LINE 1 1+25 1+00 0+75 0+50 LINE 2 0+25 o+ otf LINE 1-811 AND 1211-VCP-SS PROFILE LINE 2 -1811-VCP-SS PROFILE AND LINE 5-4 11-DI-V PARTIAL PROFILE EXISTING GRADE- EL=8.3± 0::: w C? I-Cl z <! z I-3: - (/) tri i:: X N X<! w~wo ~ <! 0U Clw zo::: z 2 1-0 tri ~§/EXISTING CURB ~ :'.J x ~ AND GUTTER w w W Cl SEE NOTE 1 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1''=4' -FLEXIBLE COUPLING (TYP OF 4) w > 0 m <! 0 z w m O:'. w Cl 1-Cl z <! z I-3: - (/) tri i:: X N X<( w~wo ~ <! 0U z 0::: -1-l-u (/) w x~ WW Clw zz -~ 1-(/) (/) X<! WCl / EXISTING GRADEr-EXISTING ~ EXISTING EL=8.3± / CURB & GUTTER / EL=8.1 ± GRADE 10 z 0 I-<! 1- 10w ~ -~ > n I 0::: I~ 0::: 0 ,~ -t,------t-r-----t---t--+-----++-----=='/~~.,-,.+,/ / ST A 0+54. ?~5.; -~:-'. •• ; • .-'.-!:::::: •:;-7)-~-~-~-~7 --r---------- 5 (/) 0... ~ ::;;; ::::J ........1. --- 0... I-w w 0::: I- 0 (/) <! • ~ L[) 0 I") 0 + ~ -5 0 w > <! I-z -(/) -10 0+00 ~ ~ 0 ~ CX) + 0 ~ (/) ..... S.::::, ---o. 7230 -w m 0 '° u1-~ zZ N 0W CX) N u ::;;; ~ w + ~ z <:a 0 ~ <! CJU ~ (/) wz mw (/) z 0 1- rol<b z {X)l-7' w NI')· "b ::;;; + _D w o ca 0+25 "1 ~ -ll~-11..-~A R Fl , S=Ol 00 ~--~ I") -st-0 I") 'q" WW :z: WW .:::,-:= m --~~ . ._,.__, L[) o~ N r---CX) CX) CX) L[) roo . ~ r---00 ~ ~ CX) r--- 'q" 'q" L[) L[) ++ ~ ++ 00 ~ ~ 00 <( w ~~(f)u > <! <! (/) (/) z ~ z I-I--(/) (/) 'c-~ 0+50 LINES 3 & 4 -811-DI-FM PROFILE SEE NOTES 1 & 2 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=4' X 0 m z 0 I- z ::::J ----, O:'. " o~ ~w 15" VCP-' S EXISTING S=0.0015 0+75 0 I • -st- 5 0 -5 -10 0... ~ L[) . ~ L[) w 'q" w 0 (/) i" ~ ~ .......__" i-= <! (/) I-z (/) \ . 0 I") N ~ w ~ ~ > \ 0+00 4" DI V S ,Q.03 STA 0+0.00 MANHOLE #1 INV EL-4.19 lNSTALL 11-1/4" • • -• -• - J -f'-.. HORIZ BEND C S=1.059I--I/, I "'- •• / X 0 0 om z Zz w WO m aJ_ ' I- z ~ ~ 0::: 0::: z w w ::::J (/) > > -:, CX) ~ N 0::: <! ~ . r-: Ul z 'q" L[) Cl L[) w © 'q" CX) 'q" -© . -st- Cl i © <! r---Q) Cl ©L[) © © z z +N ~ +~::;;; N +~ t-;:; o· 1:;;;! 0 <i! W r---' 'q" 0 w ~ <!> ,_ <! r ~ 'q" X N (/) (/) 0::: 0 <! > w ~ X CX) 1-z z I-0 ~ 1-z w (/)_ (/)z~<r: (/)-Cl I-~ z 0::: (:: (/) w I-w (/) 3: X w w (/) 0+25 0+50 0+75 0+100 LINE 5 -411-DI-V PARTIAL PROFILE SEE NOTE 1 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 "=4' NOTES: 1. SEE PIPE ALIGNMENT ON DWG C1001. 2. ALL CONC ENCASEMENT TO BE INSTALLED PER OCSD STD DWG S-100 . I SEE NOTE 1 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 "=4' PUMP STATION I TOP OF SECAN WALL------- TO REMAIN -SECTION 1 SCALE: 1''=2' VAR 30"± RECORD DRAWING ~~h 8"-VCP-SS 3/4" CRUSHED ROCK N t ~ Cl z 0 CD 0 w m SECANT WALL 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-- I-- 1-- JN stN .5!-r-----lt--r-------------------,--,--,---------------..... ------.... ------------------------;:.;:~-------------------------------------------------------11-~8 DESIGNED BY: Aghanian, Harmik -04/28/04 @!ESS/~ ~ SANl'A~ REHABILITATION OF PROJECT NO. ~: DRAWNBY: Rabledo,Hector-04/28/04 ~~-o,1EVc.p0 ~ ,~~ ~,,~~ QRANGECQLJNTY "A"STREETPUMPSTATION 5-52 a::~ CHECKED BY: Calderon, Sal -04/28/04 ~1 :~ )l I~ ' · \" DRAWING NO. ~= & RECORD DR,\WING )3/Q; I. ":~,~~l~c:s. I ~~,,"i!;:J ... ~ LEE&RO. Inc. ~r: SANITATION DISTRICT 8f~E~E~~~~6~~~s C3001 ~ !;;: MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) QC" ct-LI~ "-<l'-F. ~ 00 I 7 OF 103 I I I I I I I 0 ""O Q) J5 e ... 0 .... 0 Q) .c a:: LJJ en ::::, A B C D a:: E Cle, ~ ID ~Cl ~c., 01 ON I{) I{) ul ~I{) I{) I ,. ·s:o ·oz /<C Q) _J .... a_ ·.; I o en c. I EN 01{) ~I .... I{) lil <ii F 11!i en a:: ;5x .... Q) Q) ... .... en E <C.g I') I .. ~ 1 2 3 SOLDIER PILE (TYP) 4 SOIL-CEMENT SECANT WALL CONTRACTOR DESIGN (TYP) 3 5 6 £ lREMIE SLABJ SOLDIER PILE SOIL-CEMENT SECANT WALL DETAIL SCALE: NTS CEMENT BASED--~ WATERPROOF COATING (¼"MIN) SOIL-CEMENT SECANT WALL 4 ~ • q. • 4. ·q .• 1 ,.....+----1TYP CEMENT BASED WATERPROOFING COATING (1/4" MIN) 2 LAYER WATER MEMBRANE W/ REINFORCING FABRIC q . 4 4 q ,1 • ' ,d q • • 4 • q • . ,1<1 TOP PLAN SCALE: 1 /8" =1'-0" REINFORCED PUMP STATION WALL. SEE STRUCTURAL DWGS EINFORCING FABRIC WATERPROOFING MEMBRANE CEMENT BASED-~ WATERPROOF COATING SOIL CEMENT SECANT WALL q WATERPROOFING ON WALLS BELOW 101-0 11 DETAIL 4 SCALE: NTS 0 I 0 ~ • •• q • 4· q SOIL CEMENT-~ SECANT WALL • DRAINAGE BOARD W/ PEEL & STICK EINFORCING FABRIC WATERPROOFING MEMBRANE WATERPROOFING ON WALLS ABOVE 101-011 q •• DETAIL SCALE: NTS 6 BLOCKING 2 REINFORCING BARS (SEE STRUCT DWGS) ~~~~~--REINFORCING FABRIC .4 .· ~-TREMIE SLAB WATERPROOFING MEMBRANE DRAINAGE BOARD WATERPROOFING ON TREMIE SLAB DETAIL 5 SCALE: NTS 0::: 0 1--u <( 0::: 1--z 0 u >-m z C) V) w 0 7 8 ""'"'" ~ 2 - 4 I / I - - 5 - - "" -"" - - - - - • .. ' 0::: . •· • 0 .. ., .• .. I-. ., 41 .. ·• •, •. u • .. <( L() •. 0::: • • -· .. •• 'ica •• . I-• .. ,, w z I-,• 0 0 • ~ • • u z ... -._. .... .. >-... : . .. . w . ·. m w .. ' V) • z • i C) ... ~1·- V) • • • , .. •. w .• 0 •. • : •. • • ,·• • ., --,. SECTION A - - • • .. ., . •· ., • .. ... .. -~ . -1:d .. . .. •, .. • .. . • •. : .•. .• • . . .. ,, -. • ~ .• • .. . .. -..... . . . ... .. • -. .. .•• .. • . • i ... ~~-' • • • • .. • . . . • '. • . • : • . • • ,·• • . ' ~"""'° - 9 10 NOT ES: 1 . 2. 3. 4. s B A C s s s s p M C s 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 . EMENT BASED WATERPROOFING APPLICATION HALL 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 ATERPROOFING MEMBRANE. w B 0 ACKFILL TO GRADE PER SPECIFICATION SECTION 2200, EARTHWORK . 5. TREMIE SLAB THICKNESS SHALL BE 22 FEET SCALE: 1 /8"=1 '-o" MINIMUM. CONTRACTOR SHALL DETERMINE EXACT DEPTH. CORE DRILL SUMP WHERE IT DOES NOT INTERFERE ¼E PUMP STATION W WALL CONSTRUC ION CEMENT BASED WATERPROOF COATING PLAN DETAIL SCALE: NTS 3 4" SEALANT ALL AROUND 4" -'----lrTTTTTl'TTTTTl'TTTTTTTTTT1"1'TT1'nm+ITt lrtl'l1milTmmlTITllmmmmT1---2 LA YER TREMIE SLAB-~ DETAIL 6 SCALE: NTS RECORD DRAWING WATERPROOF MEMBRANE W/ REINFORCING FABRIC ~-DRAINAGE BOARD 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. si-~ o...,. _______________________________________________________________________________________________________________ ,.__ /r--. I') 0 sta .'.;-N .., -ooo a::~ ~g-z en &, 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 "A" STREET PUMP STATION SHORING AND WATERPROOFING DETAILS PROJECT NO. 5-52 DRAWING NO. C5001 8 OF 103 0 "t:l ., .0 e ... .B u ., ..c A B C D o:: E "'o "' (Il °"C? Cl N (!) 01 0 N I{) I{) U I I IO N I{) I ,. ">0 ·-z ;!-<C ., -' .... a_ 'iii I 0 VJ a. I E N 01{) ~I .,_, IO lil vi F 11!i Ill 0:: 5--x .... ., ., ... .... VJ E <(~ I') I .. ~ 1 1 4" HOSE RACK ------1 STRAHMAN HR-100 ST STL, OR EQUAL 3/4" LK 8" 7" HOSE BIBB --++--~~I r---- 2 3 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 CXJ I N --. • ... . 6" LOCKABLE CAST ti 316 SST CABINET . . WITH LOCKABLE DOO~ 6 .. SECTION SCALE: 1''=1'-0" . . ~ 11 .5' -st- I I') '~ .,- = 0 ~ LI 6" A 4 RECESSED HOSE BIBB ASSEMBLY DETAIL SCALE: 1"=1'-0" ~-316 SST BACKFLOW ENCLOSURE. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE // I / ANCHOR ROD •. , , ANCHOR PER I I MANUFACTURER )-f1 E -H 1 SEE SPECIFICATIONS SECTION 05500. 2"-BR-IW 2"-BR-CW TOG EL 9.0± NOTES: 1. CITY WATER DESIGNATED AS INDUSTRIAL WATER DOWNSTREAM OF BACKFLOW PREVENTION DEVICE. 2" BALL VALV PER CITY OF NEWP RT BEACH (TYP) 6" (MIN) 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 C1001 5 6 CHANNEL LIP--~ PIPE SLEEVE--- PER OCSD STD DWG S-101 (TYP OF 3) <1 CXJ I r ---1-)i_ -:_____,....-,-1 {O O -+- 15"-VCP-SS NOTES: 7 4"-DI-V LINE 5 3' -3" • <1, ' . 8 ---FLEX COUPLINGS (TYP OF 4) 8"-DI-FM LINE 4 8"-DI-FM LINE 3 4"-DI-V LINE 5 r . • INV EL 6.45 --7) ________ \ __ J ... .. <1 60" DIA MH \_15"-VCP-SS ~--PLUG EXISTING LINE WITH GROUT PER SPECIFICATIONS .. .. 9 10 ---MANHOLE COVER 8"-DI-FM ~-~--1--15" -VCP-SS . . -. ·. •· INV EL 4.75 B 1. SEE OCSD STD DETAIL S-054 FOR MANHOLE COVER DETAIL. SECTION 2. SEE DWG S1005 FOR STRUCTURAL REBAR DESIGN. SCALE: 1 /2"=1'-0" 3. SEE OCSD STD DETAIL S-065 FOR PIPE PENETRATION DETAIL. 4. SEE OCSD STD DETAIL S-050 FOR PVC LINNING REQUIREMENTS. PVC LINNING SHALL BE INSTALLED ON ALL SURFACES. NEW FORCE MAIN JUNCTION BOX FG ~m . - ~-GUARDRAIL SEE ARCH DWGS ~ CEMENT PLASTER SEE ARCH DWGS PATIO SEE STRUCT DWGS 1 '-4" I I ~ 1 /2" BRASS BALL-~ J I VALVE (TYP) 1--•-=--=-s=--=--1------i 1-1/4" -- IRRIGATION LINE NOTE: ~ 1 /2" COPPER TRAP PRIMER LINE TO STORM DRAIN P-TRAP 1. SST CABINET SHALL BE LOCKABLE AND SHALL INCLUDE INTRUSION SWITCH TRAP PRIMER CABINET DETAIL 4 SCALE: 1/2"=1'-0" A2002 DETAIL 2 SCALE: 1/2"=1'-0" C1001 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. si-~ a...,. __________________________________________ ..., ____________________________________________________________________ ,.__ / r---l'l o sta ,'.'.?-N .., . Q<Xl o::~ ~g- ZVJ RECORD DRAWING CONFORM PER ADDENDUM NO. 1 PROTECT CURB AND GUTTER IN PLACE 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 "A" STREET PUMP STATION MISCELLANEOUS DETAILS - 1 PROJECT NO. 5-52 DRAWING NO. C5002 9 OF 103 A - B - C - D 0 -a ., .D 0 -.. .. 0 .... 0 ., .c a:: w (/J :::, a, 3: -a ci 0 0 l'-u I N I() I E ,_ - ·5 3-a::: a, Cl ;t::: CD u, Cl Oc., E~ 01() 5;, I .... I() :, . CD (/J F 11:J ., a::: 5,x .... ., ~ .... C/l E <( g I '? - 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 FIELD 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 THROUGHOUT EXTENDED WORK AREAS IN EACH LANE I 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. 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 28" 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. NOT USED. 27. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 28. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 29. 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. 30. 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. 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 ASPHAUL T SLURRY SHALL BE APPLIED. SEE DWG C1003. 32. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL HAVE AN ORANGE SIGN FACE. 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 ANNUAL BOAT PARADE, HELD EACH DECEMBER FOR ONE I WEEK. CITY OF NEWPORT BEACH TO PROVIDE EXACT DATES. B. BALBOA BOULEVARD: DURING CONSTRUCTION OF FORCE MAIN, SEWER LINE AND WATER LINE: MAINTAIN TWO-WAY TRAFFIC ON BALBOA BLVD WITH FLAGGERS PER WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) DURING WORKING HOURS. RESTORE TRAFFIC ON BALBOA BLVD AFTER WORKING HOURS. C. DURING UNDERGROUND DEMOLITION OF BALBOA BLVD: MAINTAIN TWO-WAY TRAFFIC ON BALBOA BLVD WITH FLAGGERS PER WATCH DURING WORKING HOURS. MAINTAIN ONE LANE OF TRAFFIC WITH TEMPORARY STRIPNG ON THE SOUTH SIDE OF THE STREET IN EACH DIRECTION DURING NON-WORKING HOURS. THIS PHASE OF WORK SHALL TAKE PLACE BETWEEN MONDAY AND FRIDAY. NO WEEKEND WORK SHALL BE ALLOWED. D. A STREET: MAINTAIN LOCAL AND EMERGENCY ACCESS WITH FLAGGERS PER WATCH DURING WORKING HOURS. E. ALLEY NORTH OF BALBOA BLVD: CLOSE THE ALLEY PER WATCH DURING WORKING HOURS. TRAFFIC SHALL BE RESTORED TO NORMAL CONDITIONS DURING NON-WORKING HOURS. F. PROHIBIT LEFT TURNS WHEN IN CONFLICT WITH CONSTRUCTION AND WHEN LEFT TURN VISIBILITY IS RESTRICTED BY CONSTRUCTION. G. WORKING HOURS: TO BE APPROVED BY THE CITY OF NEWPORT BEACH. H. 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. STREET. ALL OPEN EXCAVATIONS ON PUBLIC STREETS SHALL BE BACK-FILLED OR STEEL-PLATED (ANTI-SKID PLATES) AND/OR FENCED/BARRICADED TO THE SATISFACTION OF THE CITY ENGINEER OUTSIDE WORKING HOURS. I. FLAGGERS SHALL BE USED FOR NO MORE THAN 15 DAYS THROUGHOUT CONSTRUCTION AND DEMOLITION. FLAGGERS SHALL NOT BE USED DURING WEEKENDS (SA TU RDA Y AND SUNDAY). A MINIMUM OF TWO LANES MUST REMAIN OPEN ON BALBOA BOULEVARD WHEN FLAGGERS ARE NOT USED. 8 I 9 SIGNAGE LEGEND C1 C2 C9A DETOUR AHEAD ROAD CLOSED FLAGGER SYMBOL I C18 C20(L/R) C27 ROAD CONSTRUCTION AHEAD C30 C36 W2(L/R) W6 W11 LEFT /RIGHT LANE CLOSED AHEAD OPEN TRENCH LANE CLOSED PREPARE TO STOP REVERSE CURVE SIGN (LEFT /RIGHT) ADVISORY SPEED LIMIT PAVEMENT WITH TRANSITION SIGN W57(L/R) SINGLE HEAD ARROW SIGN W75 LANE ENDS MERGE LEFT R1 STOP R7(L/R) KEEP LEFT /RIGHT R10 ONE WAY R11 DO NOT ENTER R11A WRONG WAY R16 NO RIGHT TURN R17 NO LEFT TURN R18-2 RIGHT LANE MUST TURN RIGHT R34 NO-UTURN R34-2 NO LEFT /U TURN R96 NO PEDESTRIAN SYMBOL SIGN R96B(L/R) USE CROSSWALK (LEFT /RIGHT) LEGEND , EXISTING SIGN t NEW SIGN AND POST * TYPE TWO BARRICADE H TYPE THREE BARRICADE 10 • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD @ SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ POST NO STOPPING SIGNS @ FLAG TREE(HIGH LEVEL WARNING DEVICE) ® FLAGGERS ==(> ONE WAY EXISTING STRIPING TO REMAIN EXISTING STRIPING TO BE REMOVED. PROPOSED STRIPING r/c RED CURB y/c YELLOW CURB g/c 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. \-- \-- \-- - -.t -o---ii,...------------------------------------------------------------------------------------------------------------------------1--/ I'-"' 0 -.t 0 ,.N -, -0 IX) a::: -0.. C. ........ ., z (/J MARK RECORD DRAWING DESCRIPTION I )3/0, DATE APPR. DESIGNED BY· Kuan, David -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Bondac, Aristotle -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L~ LEE&RO. Inc. ,~~i 1----------------------< "< " -I \~r- TRAFFIC CONTROL ENGINEERING, INC . 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 I I 1---~<-~ \ ~~~· -....i.l 11-£ \: ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. TRAFFIC CONTROL NOTES C7000 10 OF 103 I I 0 ""O ., Li e ... 0 ..., 0 ., .c a::: LJ.J VJ :::, Ol ~ ""O 5 0 " u I N U1 I ,. ·;: Ti / a::: a,Q ::: (D (/) 0 0 <..') a. I EN 0 U1 ~I ..., U1 A B C D E cil <ii F 11!i (/) a::: 5,x ..., ., ., ... ..., VJ E <8 -.t I .. ~ 40' 1 2 3 4 5 6 7 \ ~\ BArsr y/c • o· 40' SCALE: 111 = 40' r/c lliJ ~ r/c J )> L[y Cf) C19 .-I POST OFFICE R96 c,I!! rC BALBOA BLVD. ~i 05, r ,_____ ___ _:_:75~o-• ~SH~O~U~LD~ER~----.j._J ISO' 150' R17 ~ L" .L _J Q z w x .. ~ " Q " w .. ➔ ~~ ➔ ~ ==l> • ► C16 R16 R11A R11 -t R10 r/c P.M.Z. y/c L 1a·.L _J <l= i 10' 10' ' 7, 1a· 7, 7 ➔ , T 7 ~----t~ W1~1(L~)-ff ---;:-::~--1""::::::°/"F:::::=::r----i==~=-------P.M.Z. lil1111A W5JA r/c g/c r/c W5JA~ R11 P.M.Z. ~ ~ ~ ~ C18 r/c BALBOA BLVD., MAIN ST. -A ST. PHASE I WORKING HOURS: 9: 00 AM TO 4: 00 PM 1 R10(R • • • • W57(L) r-f....,._J C20(R) C18 ➔ 0r1/c1/c~--------_::__~-----------J S111' R1 ~ C18 BArsr y/c . 1-· (/J ~ 1 fr POST OFFICE R96 BALBOA BLVD . ~ R17 P.M.Z. _J C18 ➔ ➔ C9A C36 R16 150' 150' 150' PUT TRAFFIC SIGNAL ON 4-WAY FLASH DURING THIS PHASE WORK. r/c <l= i 10' F, 10· ~ '7,18'7, 7 12' MIN. , (T) 7 14' MIN. ~ Wll(L) f R11A W5JA *=~ P.M.Z. (E) r/c ONLY OK 1 oo· r/c C9A ~c,e BALBOA BLVD., MAIN ST. - A ST. PHASE II WORKING HOURS: 9: 30 AM TO 3: 30 PM r/c l R7 • <> C9A C18 8 100· 9 10 CONSIBUCTION NOTES: (D REMOVE EXISTING CONFLICTING STRIPING. (l} STRIPE DOUBLE 4" YELLOW LINES PER CAL. DET. 21 @ STRIPE 4" WHITE EDGE LINE PER CAL. DET. 27B. @ STRIPE 4" YELLOW DOUBLE DASHED LINES PER CAL. DET. 40. @ STRIPE PAVEMENT MARKING PER CAL. STD DWG. A-24. @ STRIPE 8" WHITE PER CAL. DET. 38A. (z) STRIPE 12" WHITE STOP BAR. CLOSE SIDEWALK DURING WORKING HOURS WHEN WORK TAKES PLACE IN SIDEWALK SIDEWALK TO BE RESTORED DURING NON- WORKING HOURS. \ \ 40' o· 40' SCALE: 1'' = 40' 150' 150' 150' C36 C9A f C18 ® <- so· 20' TYP ➔ 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---1~--------------------------------------------------------------------------------------------------------------------...... -/r-,. "'o -.ta ,.N .., -ooo a:::~ ~g- z(/) &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Kuon, David -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Bondoc, Aristotle -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) NO. 1429 ""'·- lRAFFIC L§!l LEE&RO. Inc. TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION TRAFFIC CONTROL PLANS - 1 PROJECT NO. 5-52 DRAWING NO. C7001 11 OF 103 0 "C ., .0 0 .. .. 0 .... u ., .c Ii::: w V) :::J Cl 3t "C N 0 0 r--(.) I N IO I ,. ·;;: ·u / 0::: ~c:, ·-(Il 1/) c:, g_{!) El oN ulO /I ~l() A B C D E :i .. F !Il Vl I .._ 1/) w <( 0::: /X .... ., ~ .... Vl E <( a. (j) I r'l 40' 1 \ \ O' 40' 80' SCALE: 1" = 40' BALBOA BLVD. ~ L" ~ " ~ 2 l. " _J w .. 8 .. BAYsr y/c ' R17 ,_. C/) ~ I fr 3 ® C17 } W44 r/c ~ "° ® 7 44 POST OFFICE A P.M.Z. y/c _J /4= g 10' ➔ ➔ F ~ 10· ~ ® , 7, 18' 7, 7 C18 C9A C36 150' 150' 150' PUT TRAFFIC SIGNAL r/c ON 4-WAY FLASH DURING THIS PHASE WORK. ~ W11(L) W5.)'A P.M.Z. R11A " *:~ ONLY OK r/c .... C9A 100' 100' 4 ~® .h r/c OJ C17 ~ .-I W44 r/c -C17 17 W44 W44 - r/c ® I • • I 50' C9A 50' C18 5 MAINTAIN LOCAL ACCESS WITH FLAGGERS. MAINTAIN PED. XING WITH FLAGGERS DURING CONSTRUCTION. 100· 20' TYP 100' C36 6 150' 150' C9A 4 ~ BALBOA BLVD., MAIN ST. -A ST. 40' \ \ o· 40• so· -------~ SCALE: 1" = 40' ALL[y T 7 150' r/c L 1. _J ► W11(L)R2(25) 150' 150' STOP STOP R1 .... C1B PHASE Ill WORKING HOURS: 9: 30 AM TO 3: 30 PM 12' 10' g/c BALBOA BLVD. 20' TYP. 60' GAP ► W75(Rl© 200' MERGE TAPER @ 20: 1 8AY sr y/c . R17 ,_ . (/J ~ I fr POST OFFICE ® I • • I P.M.Z. y/c LIFT STATION REMOVAL BALBOA BLVD. @AST . WORKING HOURS: 9: 00 AM TO 4: 00 PM 7 C18 C1B r/c .h OJ .-I • 8 9 10 CONSTRUCTION NOTES: (D REMOVE EXISTING CONFLICTING STRIPING. @ STRIPE DOUBLE 4" YELLOW LINES PER CAL. DET. 21 @ STRIPE 4" WHITE EGE LINE PER CAL. DET. 27B. © ® ® 0 STRIPE 4" YELLOW DOUBLE DASHED LINES PER CAL. DET. 40. STRIPE PAVEMENT MARKING PER CAL. STD DWG. A-24. STRIPE 8" WHITE PER CAL. DET. 38A. STRIPE 12" WHITE STOP BAR. CLOSE SIDEWALK DURING WORKING HOURS WHEN WORK TAKES PLACE IN SIDEWALK SIDEWALK TO BE RESTORED DURING NON- WORKING HOURS. THIS PHASE OF WORK SHALL BE COMPLETED BETWEEN MONDAY & FRIDAY. NO WEEKEND WORK IS ALLOWED. FENCE OPEN EXCAVATION DURING NON-WORKING HOURS. 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 . 150' 150' W2~L) "11 W6(25) W8 25) C1 W57(L) 4 4 C18 • • O' 4 • • • R=5oo· L=aao· 22' 18' 22' 22' -.i-N o---1~--------------------------------------------------------------------------------------------------------------------..... -/r--r'lo vo ,.N --, . QCXl 0::: ~ 0.. a. /a, z V) A RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Kuan, David -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Bondoc, Aristotle -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) NO. 1429 "'·- 11WFIC L§lf LEE&RO. Inc. TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. TRAFFIC CONTROL PLANS - 2 C7002 12 OF 103 N 0 I!:! (/J I u I N I() I I() e::: A B C &JD Cl (!) I N I() I I() 0 ""ON ..!!!o -g~ ~e::: ~(/) _£ I OU a, I -'=N •• I() e::: I WIO (/J :::, oE c,,W 3: 1- ""0 (/J ..: I OU 01 IXlN u I() I I NI() IO I ,. ">.,.... ·-o u _J /F 2:::, "iii I OU a. I EN 01() ~I .,_,IO lil <ii F 11!i (/) e::: <x / +' " " ~ +' vi E <8 -st-I •• - 1 2 I t I I I N o' 10· 20' SCALE: 1" = 1 O' NOTES: 1. REMOVAL & DISPOSAL OF ASBESTOS & LEAD PAINT FROM EXISTING RESTAURANT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 2. ALL UTILITY SERVICES TO SURROUNDING BUSINESSES & RESIDENCES TO BE MAINTAINED BY CONTRACTOR THROUGHOUT CONSTRUCTION. 3. ALL CURBS AND GUTTERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY. 4. TRAFFIC, PARKING AND MISCELLANEOUS SIGNS LOCATIONS TO BE MARKED AND REPLACED AFTER PAVING IS COMPLETED. 3 5. CONTRACTOR SHALL COLDMILL AND OVERLAY PAVEMENT ON BALBOA BOULEVARD AFTER TRENCH RESURFACING AS INDICATED ON DWG C1003. 4 DEMOLISH DRIVE WAY __ __,, ENTRANCE SEE DRAWING C1003 FOR NEW CURB AND GUTTER. 6. REPLACE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD STD-181-L-A AND STD-181-L-B. DRAWINGS ~ EXISTING SIDEWALK ~ SHALL BE REPLACED SURFACE DEMOLITION INVENTORY: 0 EXISTING RESTAURANT. 0 NORTH ALLEY PAVEMENT 0 WEST ALLEY PAVEMENT 0 EXHAUST VENT POLE '~ ~ITH LITHOCRETE. ~SEE DWG C1003. ' ...... ...... ...... ...... ------------- ...... ...... ------------- ' ...... 5 ~ ~ ' ...... ' ' ~ ' ' SAWCUT AND JOIN EXIST ; / l ------------- I I I I FILL VENT HOLE WITH CONCRETE TO GRADE AFTER DEMOLITION OF XISTING PUMP STATION ...... ...... -------------...... ...... ------------- L..._ __ EXISTING BUILDING TO BE§ DEMOLISHED u SURFACE DEMOLITION PLAN 6 7 ; A.:. 4 ,--- ...... ...... PM ------------- ...... ...... ------------- ...... ...... I I I 8 9 I I 10 I I I I ------DEMOLISH PVMT AND REPAVE I PR-1 I I -----+-----i EXISTING BUILDING FOR DEMOLITION I I I I I I I I I I I I REPLACE CURB AND GUTTER WHERE DAMAG DUE TO CONSTRUCTION. I I S E OJE 3. , TRENCH RESURFACIN7 SHALL BE PER CNB STD-105-L-B. NE AVEMENT SHALL B 4'AC OVER 6" AB} I I I I '-+--SAWCUT AND JOIN EXISTING \ _______ DEMOLISH AND REPLACE CURB AND GUTTER SEE DRAWING C1003. ' ------EXISTING 4" OVER~ 0 5" CONCRETE TO ' , DEMOLISHED. '--..... TRENCH RESURFACING '--..... SHALL BE PER CNB ' , STD-105-L-B. NEW '--..... PAVEMENT SHALL BE ~ ..----......4"AC OVER 6" AB. -\._/ DRAWING THIS IS A RECORD DRAWING ON~ffi:ILITIE ENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND NER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH H EEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT Q~HE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE Y BE GE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FA bl:[Y LD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DIS'miCT ' QR-..JJII-IF-....J WNER(S) OF THE UTILITIES INVOLVED. () '-......,_ -st--0---1~--------------------------------------------------------------------------------------------------------------------...... -/r--l'J o -st-0 ,'.'.?-N -, . QIXl e::: -~g-z (/J A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION SURFACE DEMOLITION PLAN PROJECT NO. 5-52 DRAWING NO. C8001 13 OF 103 1 t N A 1 o· o· 10· 20· SCALE: 1'' = 10· B C l D ' -----------...... ...... 0 ----------- 't:l ., ...... .0 ...... eo:: ----------- ._ Cl om ...... ..,c, u (.!) ., I ..c "I .. I{) o:: I WI{) ti) ::::l oE "'-' "' I-""O ::::l NI 0(.) 01 IX) "I (.) I{) I I "I I{) I{) I I{) / ·::;.,.... ·-o _;!-w ., I-+' ti) 'rii I 0(.) c. I E"' 01{) ~I +' I{) lil <ii F 11!i mo:: 5,-x +' ., ., ... +' tll E <8 st-I .. ~ st-~ 0 /r-,. l'lo st-0 ""' .., . QIXl o::~ ~g-z ti) .. w & RECORD DRAWING <.!l 1-MARK DESCRIPTION ;=< CICl 2 8 0 C8005 21 DATE APPR. 3 ELEV. 5.0 -6.0± a·· VCp SHEETS AND C8 ---s l ............... l'f:l ............... ........... 4 v ............... ............... ABANDONED SEWER SL-L24 D "E: ~ ............... 5 ............... UNDERGROUND DEMOLITION PLAN 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. 6 I I I I I I 7 I I I I I I ~ I I / <-v 1 I I ,I ~1 ~1· I {? I I 1"'' , \✓ I 0 1· I I I I I I I I I I ',,--+---+-ABANDON I IN PLACE ORANGE COUNTY SANITATION DISTRICT 8 9 10 DEMOLITION LEGEND: PIPE TO BE REMOVED ~ ~ PIPE TO BE FILLED WITH SLURRY AND ABANDONED IN PLACE NOTES: 1. MANHOLE COVERS SHALL BE REMOVED. ALL MANHOLES BEi ABANDONED SHALL BE PAVED TO MATCH GRADE. 2. MANHOLES TO BE ABANDONED AND FILLED WITH SLURRY: -MHR19_001 -MHR20_001 3. CONCRETE MANHOLE STRUCTURE FOR THE EXISTING "A" STREET PUMP STATION DISCHARGE SHALL BE REMOVED FROM THE GROUND AFTER CONSTRUCTION IS COMPLETE. (' RECORD DRAWING THIS ~-,R..ECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEt:N-PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OT~ERS. 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" STREET PUMP STATION 5-52 DRAWING NO. UNDERGROUND DEMOLITION PLAN C8002 14 OF 103 0 "C ., .0 e ... 0 .... u ., ..c i',: w en ::::> "' :I= "C .,; 0 0 IX) (.) I N LO I ,. ·;: Ti /0,: ., 0 ::: (D mo O(!) c. I EN 0 LO ~I +' LO A B C D E lil <ii F I l::i mo,: ;5x .... ., ., ... .... en E <8 -,j-1 .. ~ 1 2 NOTES: 1. MOTORS AND PLC SHALL BE SALVAGED AND RETURNED TO DISTRICT PLANT #2. ALL OTHER MA TERI AL SHALL BE SCRAPPED. 2. VOID SPACE SHALL BE FILLED WITH SLURRY. 3. ALL ELEVATIONS ARE BASED ON MEAN DATUM LEVEL +102.00 . . , . ~-. . . . . . . . . • :: ,· ,, .. ··: ... · . • ·:. • 0 ~ ~ !'>, -~ l.. -\I ll ~--~ ll ()'.; ,'<. ~ ~ u ':::.lt. \ •. ~ 1l;) 3 4 I > . 1------• I I I ! ·PLAN OF MOTOR ,ROOM FLOOR ANO --•· • • . : · • • -. 1 • S ca/e .· J." "' / ~ O • . 5 6 rs/Avenue ,y,,, :Vpor I-- ......._ __ REMOVE ALL ELECT EQUIP. SEE ELECT DEMOLITION DWGS REMOVE ALL MECHANICAL EQUIP __ __, AS BUILT 7 8 . . • t:, • •· •. ·--: . . · .. ... <I . -. ·\ ~-· -.:e;, - 9 A. • -< ., r .; p .. .-----!+----,\·. 1 li) • . . . . . . . 6RA'Tr Nd, _,_ .. i--·: -,-~ • • • ::S,ee::::vel...i I --: · ; • '-I_ -t----f'--::--,o-iit . --;,--- '!'. ... .____._..__ ___ .,, . . - 10 PLAN OF .. PUMP ROOM 'FLOOR· AND'" COLLECTING CHAMBER Scale: J. • a ;'-o" 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-~ o---t.,_ ____________________________________________________________________________________________________________________________ ...,.1-- /r--. l'lo -,j-0 _?-N .., . OIXl o,:~ ~g-z en .. w ~!;;: 00 &_ 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 "A" STREET PUMP STATION EXISTING PUMP STATION DEMOLITION - 1 PROJECT NO. 5-52 DRAWING NO. C8003 15 OF 103 A - B - C - 0 "t:l ., .0 D e - '- .s u ., .c a:: w Vl ::::i "' 3" -0 sf' Cl Cl IX) (.) I N IO I E ,. - ·;;: Ti /Q: a, Cl ::: (D 1/J Cl ot!l a. I EN 0 IO ~I ..,,o lil <ii F 11:J <Q: ..,....x +' ., ., '-+' Vl E <~ 'SI" I .. - 1 1'1r1'.;ltt,t I n, r. 'I It ' I IIIIL I le , .. Bl 2 / V Hl-t++-+IH+l--f+lf-+t-+t-fl+ ·~ ll i,:: d-++-t-t'+-t-H-H-HH-1~1 I ~1--1-1~ - ·11 .H-+-t-R-4 • I/ . I I . +++II-++ ... - I I I 3 H-lrHt-H H+lt-HHH-+l+-IH' +l+ll+lrHft,l llrl+H'Nk '~ ~ ' Ht-t+Htt+t+·ltl,,.+. ,+t-+H-+t-+ll+-t-H-IHH-IH"lltl-H-H-t+'1,t-,ttt-H 4 ttt'ttt--t-T-H1~t-t-t-ttt-H-H-tt-l-H-ll+t+H.-'l'+Hi+I++ ,_....,,_,_,_,,' HH+lf-1-14, +-14 1-M-IH-l-l~ -H-HH-t tt-ttittit-t1H1• ,_ I t I. I -'rtT-J-fc. H,H'; ++.+_t+t-HH-t t-t-r1-r-1=1i::i~r:rr::r-~m:ttttm:t:t:uuuurn I. I, :I v ti . -) •• II • I . I ,. ft ; ... ~ -~ ~ • ,I . ;~ 1+1+1++++++++1-+t"- I· \ ' 'I I\ I\ H-1-1-1-1-1-1-H ~ 11 1, I .. 1-- ..,...,_,_,_,r_, /. ,ltHH-l-t '. Jtt-HHH . • . ,. ,, 1/-, I< ·.I~:] .- 1· '1+1+Ht-VZIH01+1HA1l I! ' • 1 I' I 0 I > , \ I\ I • I ' I\ ~ ,, 11--t-1-T+-t+-t+-t-tt,H-IHI-HI-HI-Hl-l-l-l-l+l-+l+++I I, ~ ,-v I/ ,~ ~ , ~ I(• ~ ( r"n~~t1w~·1r',, 111Htldr11d1A11:111q,,1-1-1~1, .. -l+++++++++++.i. I ' I. i . , • H-71-1-1-Hllc:I l+lf+l+-1-.f' ' • >Hl-1-+l-+++-I' . 'i-H .HilhHH-H-H-t+Htf \ > • . 1, • • I• ' ITH-+-t-1-f>H-Hft++-t-11-HH-1-. ,_ ,_ ~-,1"11-Hl~·IH--lH~-lH:·· .1:11'1vu ' . . ............... 11'.>IAfl J . , · 5 I\ p l I I I v ' - 1\11 l\l-1'11-t+ I- - r. ' 6 7 8 9 I 10 I I I , I • . , HH44M-,;:l-l-+-H-l+++.JH-l-l-l-l-l14-1-t-.-t-Ht-HH-t+-t-lH-H+ltHH-1H-II-I-I-I-H-t+l-+-t+-t'-l➔'+f44 -•Ht,H'i~ftt H-11-,t-HtHH +++-ll-++-14'-IH 1-H-11+,t-H -H'-¼4-1,-11-1-1-1 +-I+++ I "l+IH-H-Hl-H-++-ll++JH4 f+f-'IH+l-.1.-l!'ll+ll+lll'H . I " ,_tt-ltt+t-H~l-t-HIHH41-lH-t-HHH+++lflH4'-I-IH4'-II-HtHl+,i.+i-'H• ,_ .. +++t-H-H'¼➔ r .~ ~~ -~ ~- .~ •• ~ ~· S IS • , .. · - I ; ( . l ' ~ U' . .. ·. ~I· 1--I ' 11 If I IL r , . -. I -I I le I lfiil I I ! I 1 r; -r-' JI: 1. "" ~I-" i,,, l l i,,, ..-' ' - 'l7·H:.t+.r++++++ t-t+.t++-~+-++t--H'-H-H··,-+1,1+1 • ~. ' f • H-t+t-+t-++++++++++-1-1-V " ~ I ,, ,.,.,, I I' V ,. .. I I\ I I: I V . .D I V 1 ........ ILIL et 1, GED AND RETURNED 1, ~ . , •• ,.,,., .. ,c.,t::.i 1':i'1t1AI\LIL.I I :D WITH SLURRY. . -. " 1/tijt 31&1 ON MEAN DATUM I I V ~mmttttttttl1~~tlit!{m~lf .. ij"u'R f/ TO IS NT 2 ~ U lf I· • • ' I ~ l..ll1i . · 11·--~ . " . -1, • • ' . ·, , . , . .. tf-1~ 1< -rill> :iCRAP PUMPS, ,. ,, IJ VALVES. I .• +++++t-++++-+· -• ·1--ttttttttt+t+t+t-H -i-m = : RAWING ,r,, ,,,.,. I IDENTIFIED IN THE TITLE BLOCK ONLY ' • ~SIS OF INFORMATION COMPILED AND IHM·<l"I., -~~ E~GIINaa1~,,f/lHUtill :cT AND OWNER(S) WILL NOT BE ti1 I ,. ,. ~ 1l;t;lrl~(S) WHICH HAS BEEN INCORPORATED EXISTING PUMP STATION AS BUil T 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 -+-----------------------------------------------------------------------------------------------------------------------------------------------------------------1--/ r-,. l"lo "'1"o ,_N .., . QIXl Q:- ~g- ZVl .. w (!) I-;= < CICI MARK RECORD DRAWING DESCRIPTION I )3/0, 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) I I Liff LEE&RO. Inc. I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION EXISTING PUMP STATION DEMOLITION - 2 I PROJECT NO. 5-52 DRAWING NO. C8004 16 OF 103 I 0 "O ., .0 e ._ .s u ., .c Q:'. w en ::::i C> 3" "O iri 0 0 IX) u I N IO I ~ ·;;: ·c::; ,,..... Q:: a, Cl :=: ID en Cl 0~ a. I EN 0 IO ~I +' IO A B C D E lil en F I u... en w <( Q:: ,,.....x +' ., ., ._ +' en E <( ~ """ I •• ~ 1 EXIST 12" Cl INLET (PLUGGED AND ABANDONED 1948) 0 I ,.., EXIST 15"-VCP-SS 2 6' -0" PLAN NOTES: 3 3/4"¢ BARS 8" C/C BOTH WAYS PLUG EXISTING SEWER L EXIST 12,12'6 Cl TEE 1. MANHOLE SHALL BE REMOVED. BACKFILL PER SPECIFICATION SECTION 02200, EARTHWORK. EXISTING CONCRETE MANHOLE DETAIL 1 4 SECTIONED NO SCALE C8002 5 EL 8.35 PLUG EXISTING FORCE MAIN 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. """~ o---lto----------------------------------------------------------------------------------------------------------------------...... -/ r--"1 0 """ 0 ,.N -, . 0 IX) Q:: ~ ~g- :z en .. w ~ I-;= <( Cl Cl A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION DEMOLITION DETAILS PROJECT NO. 5-52 DRAWING NO. C8005 17 OF 103 a:: Cl Cl (.!) I N ,n I ,n N 0 A B C ~D I (.) I N ,n I ,n .... l-o-..., (/) ol "-' .c I N .. ,n 8:j I (/) ,n :::i c,,O E ;=-' -oF • :::i ~I 8u ~1 IN -'in I I N,n ,n I ,, .c ~o oz /< "-' ::: a. "' I 0(/) c. I E N 0 ,n ~I ..., ,n lil <ii F I u. ., w <a:: _,.....x ..., " " .... ..., Ul E <Jl 1":': ~ 1 o· 1 2 3 "' ~ t "' "' "' N "' "' "' o· 10' 20' SCALE: 1'' = 10· ,9, 'o .... e L.. e 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 ERRDR(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. 4 D 5 6 ~--CLEANOUT COVER. SEE DWG C1001. ELEVATION OF REFERENCE POINT PROVIDED TO ESTABLISH A RELATIVE DATUM FOR DETERMINING ~-ELEVATIONS OF SITE CONSTRUCTION. LANDSCAPE DWG EL 0.00 = GRADING EL 8.33 (SEE DWG C1002 . "--._ CONTRACTOR TO ADJUST ELEVATIONS ACCORDINGLY. "' I I 7 I I I I I I I I 8 9 10 GENERAL NOTES: 1. CONTRACTOR TO REVIEW ALL PLANS AND TO CONTACT THE LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION FOR A PRE-CONSTRUCTION MEETING. CONTACT JIM BAZINET @ (949) 221-8200 AND ALLOW 48 HOURS LEAD TIME. 2. CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT PRIOR TO POURING OF HARDSCAPE. CONTACT JIM BAZINET @ (949) 221-8200 AND ALLOW 48 HOURS LEAD TIME. 3. CONTRACTOR TO VERIFY ALL MATERIALS, COLORS, AND FINISHES WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL NOT MAKE FIELD ADJUSTMENTS WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL CHANGES MADE WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT SHALL BE CORRECTED TO CONFORM WITH THE PLANS WITH NO COST INCURRED TO THE OWNER. 5. ALL SCORE LINES, SAWCUTS, AND DOWELED JOINTS ARE TO OCCUR WHERE INDICATED ON PLAN. 6. ALL IRRIGATION SLEEVES TO BE INSTALLED PRIOR TO HARDSCAPE INSTALLATION. CONSTRUCTION NOTES: CD 31" X 36" TALL CONCRETE CALIFORNIA WASTE CONTAINER MODEL# QR-CA3136W-H3 AVAILABLE THROUGH QUICK CRETE PRODUCTS CORP. CONTACT BRIAN GOTZ (909) 737-6240 -INSTALL PER CITY OF NEWPORT BEACH STANDARD. (D BENCH TO MATCH CITY OF NEWPORT BEACH, BALBOA VILLAGE IMPROVEMENTS BENCHES: CONCRETE BENCH -MODEL# QI-FLEX48B -AVAILABLE THROUGH QUICK CRETE PRODUCTS CORP. CONTACT BRIAN GOTZ (909) 737-6240 -INSTALL PER MANUFACTURERS SPECIFICATIONS. CI) 27" X 36" TALL CONCRETE URN PLANTER, MODEL # QR-URN2736P -COLOR NAVY, ON CONCRETE BASE PER CITY OF BALBOA STANDARD. AVAILABLE THROUGH QUICK CRETE PRODUCTS CORP. CONTACT BRIAN GOTZ (909) 737-6240. INSTALL PER CITY OF NEWPORT BEACH STANDARD. C!) COLUMN AND OVERHEAD ARBOR -SEE DETAIL 3, SHEET L5001 . @ TUBULAR STEEL TRELLIS -SEE DETAIL 4, SHEET L5001 . (J) 8 X 16 X 8 CONCRETE BLOCK WALL -SEE DETAIL 1, SHEET L5001. NOTE: 5'-2" RADIUS AND 4' RADIUS BLOCK AVAILABLE THROUGH ANGELUS BLOCK, (714) 637-8594. OTHER SOURCES MAY BE AVAILABLE. <Z) 27" X 36" TALL CONCRETE URN PLANTER, MODEL # QR-URN2736P -COLOR NAVY, BUILT INTO WALL PER CITY OF NEWPORT BEACH, BALBOA VILLAGE IMPROVEMENT CONTRACT AVAILABLE THROUGH QUICK CRETE PRODUCTS CORP. CONTACT BRIAN GOTZ (909) 737-6240 -SEE DETAIL 1, SHEET L5002. PAVING LEGEND: III CONCRETE PAVING SHALL BE 4" ROSSO LITHOCRETE AGGREGATE WITH AN UNSTAINED FINISH TO MATCH NEW BALBOA BOULEVARD SIDEWALK, SEE DRAWING C 1003. CONSTRUCTION LEGEND: ,r-..., ALIGN PROPOSED GRADE ELEVATIONS E.J. EXPANSION JOINT (TYP) EQ. EQUAL P.A. PLANTING AREA R RADIUS ~ CENTERLINE F.O.B. FACE OF BUILDING F.O.C. FACE OF CURB F.O.W. FACE OF WALL B.C. BEGINNING CURVE B.O.C. BACK OF CURB RP REFERENCE POINT TW TOP OF WALL TP TOP OF POT TC TOP OF COLUMN st~ o---it,...-----------------------------------------------------------------------------------------------------------------------...... -/r---l'l o sto ,'.;-N .., -ooo a::~ ~g- z (/) &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Bazinet, J. A. -04/28/04 DRAWN BY: Bazinet, J. A. -04/28/04 CHECKED BY: Boers, Ronald -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ~!!~! Lil ~:~~orTtBI!~.~ ~;~;6u6~ LEE & RO Inc lei: (9-49) 221-8200 " • Fax: [949) 263-881-4 Newport Beach -San Diego ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LANDSCAPE CONSTRUCTION PLAN PROJECT NO. 5-52 DRAWING NO. L1001 18 OF 103 a:: Cl Cl (.!) I N ,n I ,n ~ 0 z A B C :'.SD 0 "O OJ a. I (/) I N ,n I ,n ..0 o~ '-O .. w ol-..., (/) ~ I ..c _J I .. N a:: ,n WI (/) ,n ::::, c,,N E ;: 0 ..,w . I-N -OU) cl ~(.) I I -' N I ,n NI ,n,n I ,_ ..c u~ '-o "_J /_ OJ 1-::: ::J "' I Ou c. I E N 0 ,n ~I .... ,n lil <ii F I u. ., w <a:: ,,,,-x .... OJ OJ .. .... Ul E <Jl 1":': ~ 1 o· 1 '- t " N o· 10' 20' SCALE: 1'' = 10· 2 3 4 " ~ " " " " " 2"-PVC-IRR 4" -PVC-I RR 4"-PVC-IR e 0 D ~ 5 6 IRRIGATION PIPE SIZING CHART (GPM @ 5' FT/SEC) PIPE SIZE PVC CL 200 PVC CL 315 PVC SCH 40 COPPER TYPE 'K' 3/4" 10 9 8 6 1 " 1 6 14 12 12 1-1/4" 26 24 22 18 1-1/2" 35 30 30 26 2" 55 50 50 45 2-1/2" 80 70 70 70 3" 120 100 11 0 100 CONTRACTOR SHALL SIZE ALL LATERAL PIPE ACCORDING TO THIS SIZING LEGEND. I I ~~~ ~~~ I I ~ ~ I CONTROLLER BEHIND WALL I I I .,., 7 8 9 10 IRRIGATION LEGEND: SYM MFG. MODEL # DESCRIPTION RAD. GPM PSI (i~7~) IQ. TORO 570Z/S-PRX-12P-COM-5-Q-PC .Q. TORO 570Z/S-PRX-12P-COM-5-H-PC e TORO 570Z/S-PRX-12P-COM-5-F-PC l,J_ TORO 570Z/S-PRX-12P-COM-8-Q-PC .!il. TORO 570Z/S-PRX-12P-COM-8-H-PC ® TORO 570Z/S-PRZ-12P-COM-8-F-PC Ii!( TORO 570Z/S-PRZ-12P-PRX-TVAN-8 b. TORO 570Z/S-PRZ-12P-COM-10-Q-PC _Q_ TORO 570Z/S-PRZ-12P-COM-10-H-PC 0 TORO 570Z/S-PRZ-12P-COM-10-F-PC ta TORO 570Z/S-PRZ-12P-PRX-TVAN-10 m. TORO 570Z/S-PRZ-12P-COM-12-Q-PC .lll. TORO 570Z/S-PRZ-12P-COM-12-H-PC e TORO 570Z/S-PRZ-12P-COM-12-F-PC lz( TORO 570Z/S-PRZ-12P-PRX-TVAN-12 0 TORO FB-25-PC POP-UP SHRUB/TURF SPRAY 5' .09 30 1 .61 POP-UP SHRUB/TURF SPRAY 5' .19 30 1.70 POP-UP SHRUB/TURF SPRAY 5' .38 30 1.70 POP-UP SHRUB/TURF SPRAY 8' .24 30 1.68 POP-UP SHRUB/TURF SPRAY 8' .50 30 1.75 POP-UP SHRUB/TURF SPRAY 8' 1.00 30 1.75 POP-UP SHRUB/TURF SPRAY 8' XXX 30 XXX POP-UP SHRUB/TURF SPRAY 1 o' .40 30 1.79 POP-UP SHRUB/TURF SPRAY 1 o· .71 30 1.59 POP-UP SHRUB/TURF SPRAY 1 o· 1.49 30 1.67 POP-UP SHRUB/TURF SPRAY 12' XXX 30 XXX POP-UP SHRUB/TURF SPRAY 12' .50 30 1.55 POP-UP SHRUB/TURF SPRAY 12' 1.09 30 1.69 POP-UP SHRUB/TURF SPRAY 12' 2.19 30 1. 70 POP-UP SHRUB/TURF SPRAY 12' XXX 30 XXX BUBBLER 1 ' .25 30 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. 5. CAP IRRIGATION PIPE TO BALBOA BOULEVARD. SYM MFG © RAIN MASTER MODEL # HS16-DX06/HSDX-03/HSDX-RF/ HSEV-RADIO-F /HSEV-ANT -FD DESCRIPTION AUTOMATIC FLOW SENSING CONTROLLER -STAND ALONE IN STAINLESS STEEL ENCLOSURE. SEE DETAIL 7, SHEET L5003 [Ml 1"'1111 FEBCO 825Y RP [El RAIN MASTER FS-100 (EVFM) @ RAIN BIRD 33 DLRC • GRISWALD OW-SERIES -PVC CLASS 315 PVC SCHEDULE ----------PVC SCHEDULE -·-PVC SCHEDULE CONTROL VALVE SYMBOL ~-INDICATES VALVE NO. ,--,v--A..,-INDICATES CONTROLLER .._____,GP.IL_ INDICATES GPM "------INDICATES VALVE SIZE 40 40 40 WATER METER -REFER TO CIVIL'S DWGS. 1 "-REDUCED PRESSURE BACKFLOW ASSEMBLY. SEE DETAIL 5, SHEET L5003. 1" FLOW SENSOR. CONNECT TO CONTROLLER EV-CAB-SEN SEE DETAIL 6 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. st~ o---it,...-----------------------------------------------------------------------------------------------------------------------...... -/r--. l'lo sto .'.;-N .., -coo a::~ ~g-z (/) &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Bazinet, J.A. -04/28/04 DRAWN BY: Bazinet, J.A. -04/28/04 CHECKED BY: Boers, Ronald -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ~!!~! Lil ~:~~orTtBI!~.~ ~;~;6u6~ LEE & RO Inc lei: (9-49) 221-8200 " • Fax: [949) 263-881-4 Newport Beach • San Diego ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. IRRIGATION PLAN L1002 19 OF 103 A B C ~D CD Cl (.!) I N If) I If) .. 1- .3 Ul 01 ., -' .c I .. N a::: If) WI (/) If) ::::, c,,O E ;: z -c< . -' t') a. 01 ~(/) I I -'N I lfl NI If) If) I ,_ .c u~ .. 0 0-' /_ ., 1- ::: ::J "' I Ou c. I EN 0 If) ~I .... If) lil <ii F I u. ., w <a,: _,,,.x .... ., ., .. .... Ul E <.g 1":': ~ 1 o· 1 t N o· 1 o· SCALE: 1" = 1 o· e ----.... ----.... 2 ' ~ " " " " " 20' I.. 0 ----.... ----.... 3 4 5 6 7 " I I " " " I I " " " " I " I " I I I I I D ----.... ----.... ----.... ----.... ~ 8 9 10 PLANTING LEGEND: TREES (SEE DETAIL 1, SHEET L5004) * SIZE EUCALYPTUS NICHOLII NICHOL'S WILLOW-LEAFED PEPPERMINT 24" BOX * ALL TREES TO BE INSTALLED SHALL BE INSPECTED AND APPROVED BY CITY'S URBAN FORESTER (949) 644-3083 PRIOR TO INSTALLATION. SHRUBS & VINES (SEE DETAIL 2, SHEET L5004) ~ AGAPANTHUS 'TINKER BELL' DWARF VARIEGATED LILY-OF- THE-NILE 2 GAL. EB @ © BOUGAINVILLEA 'BARBARA KARST' OR 'CALIFORNIA GOLD' ** CLYTOSTOMA CALLISTEGIOIDES JUNIPERUS 'SPARTAN' HEMEROCALLIS 'SUN TWIST' LANTANA 'SPREADING SUNSHINE' LANTANA 'WHITE LIGHTNIN' LIMONIUM PEREZII PENSTEMON 'DARK DELIGHT' PHORMIUM TENAX 'DARK DELIGHT'* PITTOSPORUM 'TURNER'S VARIEGATED DWARF' PITTOSPORUM TOBIRA 'VARIEGATA' PODOCARPUS GRACILIOR ROSA 'SHARON'S DELIGHT' RHAPHIOLEPIS INDICA 'BALLERINA' TRACHELOSPERMUM JASMINOIDES BOUGAINVILLEA LAVENDER TRUMPET VINE SPARTAN COLUMNAR JUNIPER SUNTWIST DAYLILY YELLOW TRAILING LANTANA WHITE TRAILING LANTANA SEA STATICE BORDER PENSTEMON DWARF RED FLAX DWARF VARIEGATED TOBIRA VARIEGATED TOBIRA FERN PINE SHARON'S DELIGHT ROSE DWARF INDIAN HAWTHORN STAR JASMINE GROUNDCOVER (SEE DETAIL 3, SHEET L5004) 24" BOX-STAKED 15 GAL.-STAKED 24" BOX 5 GAL. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 15 GAL.-COLUMN 5 GAL. 5 GAL. 5 GAL. ~ LJ . -. . . 50% SUTERA CORDATA 'SNOWFLAKE' 50% SUTERA CORDATA 'BLUE SHOWERS' TURF BLEND 'EDEN' AVAILABLE THROUGH BUNDY CANYON WHITE BACOPA 1 GAL. @ 18" O.C. BLUE BACOPA EDEN MIXED TURF FROM SOD TURF, CONTACT MARK (909) 674-0428. ® URNS 3 FREESTANDING URNS -EACH PLANTED WITH: 1 PHORMIUM TENAX 'APRICOT QUEEN'* DWARF VARIEGATED FLAX 2 CHLOROPHYTUM COMOSUM SPIDER PLANT 2 SUTERA CORDATA 'SNOWFLAKE' WHITE BACOPA 3 WALL URNS -EACH PLANTED WITH: 1 PHORMIUM TENAX 'DARK DELIGHT'* 2 BOUGAINVILLEA 'ROSENKA' 3 PELARGONIUM PELTATUM 'WHITE' DWARF RED FLAX DWARF BOUGAINVILLEA WHITE IVY GERANIUM 5 GAL. 1 GAL. 1 GAL. 5 GAL. 1 GAL. 1 GAL. * AS DESCRIBED BY SAN MARCOS GROWERS, SANTA BARBARA, CA. PHORMIUM 'DARK DELIGHT' - PHORMIUM 'APRICOT QUEEN' - 3' -4' HEIGHT. SLIGHTLY ARCHING 1 "-2" WIDE LEAVES. DARK REDDISH BROWN. 3'-4' HEIGHT. SLIGHTLY ARCHING AND TWISTING 1 1/2" WIDE LEAVES. PALE YELLOW WITH GREEN MARGINS. ** CONTRACTOR TO FIND SOURCE FOR BOTH VARIETIES. FINAL SELECTION TO BE MADE BY LANDSCAPE ARCHITECT . 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. si-~ o---it,...-----------------------------------------------------------------------------------------------------------------------...... -/r--- t'"l o sto .'.;-N .., -ooo a:::~ ~g-z (/) &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Bozinet, J.A. -04/28/04 DRAWN BY: Bazinet, J.A. -04/28/04 CHECKED BY: Baers, Ronald -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ~!!~! Lil ~:~~orTtBI!~.~ ~;~;6u6~ LEE & RO Inc lei: (9-49) 221-8200 " • Fax: [949) 263-881-4 Newport Beach • San Diego ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. PLANTING PLAN L1003 20 OF 103 0 ""O Q) e .... 0 .... u Q) .c a,: w Vl ::::, A B C D "' E 3: ""O 8 It) I ....I I N It) I ,_ .c ~ C / Q'. !lo ·-m 1/J Cl g_c., El oN (.)IO /I ~l() ::, .. F aJVl I .._ (/) w < Q'. /X .... Q) Q) .... .... Vl E < a. <O IN 1 8" TW EL 6.00 (PER LBP EL)* z: I <C _J c./) [1... w z: a::: 0 <( -> 1-u w ::, u a::: z: I-<( c./) I-z: c./) 0 OU 2 3 R 1 ½" WALL CAP PROFILE (D CAST CONCRETE WALL CAP. SEE WALL CAP PROFILE. (D 8x16x8 CMU WALL. GROUT SOLID. STUCCO FINISH TO MATCH ARCHITECTURE. CD REINFORCING PER STRUCTURAL DWG S1001. (D CONCRETE FOOTING -DEPTH, SIZE AND REINFORCEMENT PER STRUCTURAL DWG S1001. @ UNDISTURBED OR RECOMPACTED SUBGRADE PER SPECIFICATIONS, SECTION 02200, EARTHWORK. @ CONSTRUCTION JOINT. SEE DETAIL 2, SHEET L5001. * TW EL 6.00 PER LANDSCAPE BASE PLAN = EL 14.33 PER GRADING PLAN BLOCK WALL DETAIL 1 SCALE: 1 /2"= 1 '-0" VAR DISTANCE PER CONSTRUCTION PLAN 21" 21" 4 5 6 (D ¼" POLYSTRENE FOAM SET 1" BELOW FINISH SURFACE. FILL WITH APPROVED ELASTOMERIC JOINT SEALANT. COLOR TO MATCH ADJACENT CONCRETE COLOR Q) CONCRETE PAVING -PER CITY OF NEWPORT BEACH STANDARD. (D VERTICAL SURFACE (BLDG, CURB, STEP RISER, EQUIPMENT FOUNDATION ETC.) ISOLATION JOINT AT VERTICAL SURFACE DETAIL 2 SCALE: 1 "= 1 '-0" COLUMN CAP PROFILE SCALE: 3/4"=1 '-0" z ::::;; GRADE (D JOIST HANGER -TOP FLANGE HANGER PER STRUCTURAL DWG S5003 (D END DETAIL AT SEMI-FREESTANDING END COLUMNS TO MATCH JOIST END DETAIL CD 3X12 JOISTS, STRUCTURAL DOUGLAS FIR, DOUBLE HUNG (D FORMED CONCRETE POST CAP -SEE COLUMN CAP PROFILE ABOVE @ POST BASE, CB66 @ REINFORCEMENT SEE SECTION B, SHEET S5003 COLUMN DETAIL 3 SCALE: 3/8"=1'-0" L1001 (D 16x8x16 C.M.U. PILASTER BLOCKS (]) CONCRETE FOOTING -SEE SECTION B, SHEET S5003 @ COMPACTED SUBGRADE PER SPECIFICATIONS, SECTION 02200, EARTHWORK @ 6X6 POST, STRUCTURAL DOUGLAS FIR <JD 3X12 BEAM, STRUCTURAL DOUGLAS FIR, DOUBLE HUNG. END DETAIL TO MATCH JOIST END DETAIL @ CONSTRUCTION JOINT -WHERE APPLICABLE SEE DETAIL 2, SHEET L5001 @ PAVING -WHERE APPLICABLE SEE CONSTRUCTION PLAN SHEET L 1001 7 0 I -co ro 8 9 10 (D POINT OF CONNECTION. SEE EQUAL DETAIL 2, SHEET L5002. <D 1 ½" SQ. 16 GA. TUBULAR STEEL FRAMEWORK. CD 1" SQ. 18" TUBULAR STEEL LATTICE/ ACCENT. © TOP OF CORNICE. @ BUILDING TOWER BEYOND. ) ) 42" NOTE: ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) RUSTOLEUM PRIMER AND (2) COATS RUSTOLEUM -COLOR TO BE MATTE BLACK. TUBULAR STEEL TRELLIS DETAIL 4 SCALE: 3/8"=1'-o" L1001 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. s1-«'-i o...,. _______________________________________________________________________________________________________________ ,.__ /r-,. "'o '<I" 0 ,:'.?-N -, -Q<Xl Q'.~ ~g- ZVl A MARK RECORD DRAWING DESCRIPTION DESIGNED BY· Bazinet, J. A. -04/28/04 DRAWN BY: Bazinet, J. A. -04/28/04 CHECKED BY: Baers, Ronald -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LANDSCAPE CONSTRUCTION DETAILS - 1 PROJECT NO. 5-52 DRAWING NO. L5001 21 OF 103 a -0 " .0 a .. 5 .... u " .c a:: w (/) ::::i A B C D a> E 3: -0 c-J 8 IO I ..J I N IO 0, .c ~ a / a:: .!l 0 ·-m "'0 g_~ El oN U IO /I ~ LO lil vi F I u. "'w <( a:: /X .... " " .. .... Ul E <( a. co I .,, 1 2 I t '<I" 1 4~-------- 3 U) w :,,: U) 0 O:'.'. 0 :::, _J 0 rn 0 I") ro +I 0 I '<I" +I • 0 I I'- MID WALL CONDITION 4 II ll U) . w :,,: VlO D:'.'.O :::, _J om o. ,,-, ro 3 -"----'l 5 6 7 LO 1 6" ~ I Ci) BUBBLER. SEE IRRIGATION LEGEND ON L 1002 FOR BUBBLER TYPE. ,, ?---\ ':st- ~ 11t 1 4" J t (D SCH 80 NIPPLE -SIZE AS REQUIRED (D 1 /2" TXT COPPER COUPLING 1 6" . (D (D COMPRESSION MALE ADAPTER AVAILABLE FROM AGRIFIM, OR EQUAL @ 1/2" POLY TUBING <]) FILTER FABRIC URN SUPPORT PLAN & ELEVATION SCALE 1" =1 '-0" (D URN PLANTER -MODEL # QR-URN2736P AVAILABLE FROM QUICK CRETE PRODUCTS CORPORATION -(909) 737-6240 END WALL CONDITION DETAIL 1 SCALE: 1 "= 1 '-0" L 1001 @ INSTALL URN WITH FASTENERS PROVIDED BY QUICK CRETE CORP. OR EQUAL @ CAST CONCRETE OCTAGONAL SUPPORT-MOLDED INTO WALL, BASE TO REST UPON TOP OF 3RD COURSE OF CONCRETE BLOCK FROM TOP OF WALL @ 1/2" SXT COPPER COUPLING @ 2" COPPER PIPE FOR SLEEVING AND TO PROVIDE DRAINAGE FOR THE POT 1 /2" DIAMETER x4" EMBEDMENT RED HEAD CONCRETE WEDGE ANCHOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4"x1-3/4"x1-½" WIDE, 8 GUAGE, ANGLE WELD BRACKET WITH 3/8" BOLT HOLE. 2 PER TRELLIS CONNECTION . 1-½" SQ. 16 GA. TUBULAR STEEL SPACER. WALL BEYOND. TRELLIS FRAME ASSEMBLY. NOTE: ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) RUSTOLEUM PRIMER AND (2) COATS RUSTOLEUM -COLOR TO BE MATTE BLACK. TRELLIS POINT OF CONNECTION DETAIL 2 SCALE: 1"=1'-0" L5001 8 9 @ 1 /2" COPPER LATERAL LINE @ CMU WALL -SEE DETAIL 1, SHEET L5001. STUCCO FINISH TO MATCH ARCHITECTURE @ FOUNDATION -SEE WALL DETAIL 1, DWG L5001 @ FLEXIBLE COUPLING NOS DFW SERIES, OR EQUAL. @ 4" PERFORATED DRAIN PIPE @ 3/4" CRUSHED GRAVEL @ BALL VLALVE -SEE DETAIL 1 ON DWG L5003 @ COMPACTED SUBGRADE. SEE SPECIFICATIONS SECTION 02200, EARTHWORK @ GROUT URN INTO WALL @ WALL CAP -SEE WALL DETAIL 1, SHEET L5001. @ SWEEP @ 1 /2" COPPER FITTING 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. st N o...,.~--------------------------------------------------------------------------------------------------------------,.__ /r-. I') 0 st 0 ?-"' -, . 0 co a::~ ~g- :z (/) A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Bazinet, J.A.-04/28/04 DRAWN BY: Bazinet, J.A.-04/28/04 CHECKED BY: Boers, Ronald.-04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) URBAN &~moo& Landscape Architecture & Planning 4611 Teller Avenue Newport Bch., CA 92HO Tel: 1949) 221-8200 Fax: [9-49) 263-8814 Newport Beach -San Diego Lil LEE &RO. Inc. o ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LANDSCAPE CONSTRUCTION DETAILS - 2 PROJECT NO. 5-52 DRAWING NO. L5002 22 OF 103 0 -0 " ..0 e 6 -u " .c c2 w VJ ::::, .. w (!) I-;= < CICI A B C D 1 2 3 I ~I I I I II 11 I~ II~ I I_I I 11 CD VALVE BOX. LID BRANDED "BV" ON TOP. (SEE SPECIFICATION SECTION 02810, IRRIGATION) CD FINISH GRADE. CD BLOCKED TRUE UNION BALL VALVE. (D 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. © PVC MAINLINE -SEE IRRIGATION SPECS. FOR PIPE DEPTH. (D BRICK VALVE BOX SUPPORTS (2 MIN.) (D PVC 45'ELL BALL VALVE DETAIL 1 SCALE: 1''=1'-0" VAR CD BACKFLOW PREVENTER ASSEMBLY -REFER TO IRRIGATION PLANS FOR MFG AND MODEL. CD RESILIENT SEAT BALL VALVE -(2) TWO TOTAL. CD BRASS WYE STRAINER -REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION. (D BRASS 90 DEGREE ELL TYPICAL. (D BRASS UNION. (2) TWO TOTAL. (D THREADED BRASS NIPPLE -LENGTH AS REQUIRED. (D CONCRETE THRUST BLOCK -12"x12"x12". (D PVC SCH 80 MALE ADAPTER TYPICAL .. (D BRASS COUPLING. SET FLUSH WITH CONCRETE. BACKFLOW PREVENTER DETAIL 5 SCALE: NTS L1002 4 5 6 7 8 6" NOTES: CDvALVE BOX LID BRANDED "VALVE NUMBER" ON TOP -SEE IRR. ' • 1. ALL WIRE TO BE INSTALLED PER SPECS. FOR MODEL NO., MFGR., LOCAL CODES. & HEIGHT ABOVE FINISH GRADE. NOTES: CD POP-UP SHRUB HEAD. CD FINISH GRADE. CD MARLEX STREET ELL. (D 6" SCH 80 PVC NIPPLE TREADED BOTH ENDS. CD MARLEX STREET ELL. (D WALK OR CURB. <1 . <1 NOTES: CD FINISH GRADE. <J . CD VALVE BOX. LID BRANDED (D CPVC/BRASS TRANSITION ADAPTER. "QC" ON TOP (BOX TOP HEIGHT @ ONE CUBIC FOOT OF CONCRETE. ABOVE FINISH GRADE VARIES, @ PVC SCH. 40 ELBOW OR TEE. SEE IRRIGATION SPECIFICATIONS @ PVC MAINLINE, SEE IRRIGATION FOR HEIGHT). SPECS. FOR PIPE DEPTH. CD QUICK COUPLING VALVE w/ @ BRASS NIPPLE (LENGTH AS LOCKING VINYL COVER. REQUIRED). (D PEA GRAVEL (2" DEPTH). @ PVC NIPPLE (SCH. 80 SEE 2. PROVIDE EXPANSION COILS AT ~REMOTE CONTROL VALVE. EACH WIRE CONNECTION IN VALVE~ BOX.(WRAP AROUND 1/2" @FINISH GRADE. PIPE 15 TIMES-REMOVE PIPE). (])PVC ELL. 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. INSTALL ONLY 1 VALVE PER VALVE BOX. (DPVC NIPPLE. (])2" LA YER 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. CD EXPANSION CURLS WITH ~ WATERPROOF WIRE CONNECTORS ~CONTROLLER WIRES. AT SPLICES (SEE IRR. SPECS.) @PVC SCH 80 UNION. @ID. TAG. @PVC MALE ADAPTER. (D PVC LATERAL LINE. (D BRICK SUPPORTS (2 MIN.). IRR. SPECS). (D 8" BRASS NIPPLE. * ALL BRASS TO BE RED BRASS. CD PVC LATERAL TO SPRINKLERS, ANGLE TO SPECIFIED DEPTH W/ 45 ELLS. @PVC SCH 80 THREADED NIPPLE. POP-UP SPRAY HEAD <D BRASS COUPLING. QUICK COUPLER REMOTE CONTROL VALVE DETAIL 2 © BRASS ELBOW. DETAIL 3 DETAIL 4 SCALE: 1 /2" = 1' -O" L1002 SCALE: 3/8"=1'-0" L1002 SCALE: 1 "=1'-0" L1002 SENSOR TERMINALBOARD "PC-DX2ST" INSIDE CONTROLLER NO VALVE, REDUCERS OR ELBOWS-~ IN THIS AREA VALVE BOX DIRECTION OF FLOW - SENSOR ~-L1D BRANDED ''FS" ON TOP SPLICE WIRES WITH WATERPROOF TYPE CONNECTORS PROVIDED EXAMPLE: FOR 3" FLOW SENSOR, DIMENSION 'A' MINIMUM 30" DIMENSION 'B' MINIMUM 15" UPON COMPLETION OF THE PHYSICAL INSTALLATION OF THE FLOW SENSOR, COMPLETE THE WIRING CONNECTION FROM THE FLOW SENSOR TO THE DX2 CONTROLLER BY FOLLOWING THE PROCEDURE BELOW. NOTES: ----, I o L ___ _ = = = = = = t.... ---- CD HYDRO-SAFE HS-1 6 CONTROLLER ENCLOSURE. CD 120-VOLT SERVICE IN CONDUIT. 1. TURN THE POWER OFF AT THE CONTROLLER CD POURED CONCRETE BASE -12" MIN. THICKNESS 2. AT THE FLOW SENSOR: -EXTEND CONCRETE 6" BEYOND OUTSIDE CONNECT THE BLACK WIRE OF THE FLOW SENSOR TO THE BLACK WIRE OF THE "EV-CAB-SEN", SENSOR CABLE. DIMENSIONS OF ENCLOSURE WITH 1 /2% CLOPE CONNECT THE WHITE WIRE OF THE FLOW SENSOR TO THE WHITE WIRE OF THE "EV-CAB-SSEN", SENSOR CABLE. FOR DRAINAGE CENTER OF PAD TO HAVE PEA 3. AT THE CONTROLLER: GRAVEL SUMP. CONNECT BLACK WIRE OF "EV-CAB-SEN" TO "INPUT 1 -" OF THE SENSOR TERMINAL BOARD (PC-DX2ST). ~ PVC LONG SWEEP ELL _ SIZE AS REQUIRED. CONNECT WHITE WIRE OF "EV-CAB-SEN" TO "INPUT 1 +" OF THE SENSOR TERMINAL BOARD PC-DX2ST. ~ 4. TURN POWER ON AT THE CONTROLLER. .l='-'-'"-=-'---'-=-'-"=-"--=--=-"-'-"''---'-"-"'----"'-'-'-'='='-'c..,..,.._-------------~ CD DIRECT BURIAL CONTROL WIRES 16" '□ G7 L.:. r rr--- FF------t+---- 11 n @ 3/4" DIA X 98" ELECTRIC GROUND @ EPOXY SEALANT AROUND EDGES. ROD. 5. SET THE RAIN MASTER "K" AND "OFFSET" VALUES FOR THE FLOW SENSOR AT THE CONTROLLER BASED ON THE TYPE AND SIZE OF THE FLOW SENSOR INSTALLED. RECORD DRAWING TO CONTROL VALVES. (D FINISH GRADE. 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 (D CONTROLLER SUB-ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS WITH PLACARDS. STAINLESS STEEL CONTROLLER ENCLOSURE 6. USE THE WEATHERPROOF CONNECTORS PROVIDED WITH THE FLOW SENSOR TO MAKE THE SPLICE. REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT "K" AND "OFFSET" FOR YOUR APPLICATION. DWG FS10B DETAIL SCALE: 1 1/2"=1'-0" 6 L1002 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. (D RAIN MASTER DX2 CONTROLLER PANEL. (D RAIN MASTER DX2 STATION TERMINAL STRIPS. @ PVC LONG SWEEP ELL STUBBED TO ADJACENT PULL BOX . DETAIL SCALE: 1 "=1'-0" 7 L1002 23 OF 103 0 ""Cl ., .0 0 '- '-0 ..., 0 ., _c ci2 w Cf) ::::, A B C D "' E ~ ""Cl -.i-0 0 ll) ~ I N ll) 0-_c ~ C / 0:: _!l Cl •-ID Ul Cl g_(!) El oN (.J ll) /I ~LO cil <ii F I u. "'w <( 0:: /X ..., ., ., '-..., (/) E <( a. ll) IN • 0 I -CX) <D CD <D © @ © 1 • tO n • "'SI- N tO n 2 X ROOTBALL READY STAKE POLES (888) 333-3090 NOT USED ROOTBALL WATER BASIN FINISH GRADE 2 3 • -----~CD io.-1-----<D .,__--TREE TRUNK 11-11------CD -----© ----CD ---© ~-CD ~@ ~------© '--+--------® & TIES <D ROOT BARRIER WITH GRAVEL BACKFILL, LOCATE PARALLEL TO ALL CURBS OR PAVING. INSTALL ROOT BARRIER AND GRAVEL BACKFILL PER THE MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATIONS SECTION 02900, LANDSCAPING . CURB OR PAVING W/ 3/4"-1/2" GRAVEL OR CRUSHED ROCK BASE (D BACKFILL MIX PER SOIL TEST. MULCH LAYER (SEE SPECIFICATIONS FERTILIZER TABLETS: SEE SPECIFICATIONS SECTION 02900, LANDSCAPING. SECTION 02900, LANDSCAPING) PLACE ROOTBALL ON NATIVE SUBGRADE TREE PLANTING DETAIL 1 SCALE: 1 /2"=1 '-0" L 1003 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 (D 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 1003 8 <D---..- •, .. PLAN , . .. 9 SECTION ,, . ! . ,•.·. 'k .•. ' . ' 10 (D HALF OF O.C. SPACING DISTANCE @ WALK OR CURB MULCH LAYER (SEE SPECIFICATION SECTION 02900, LANDSCAPING) CD TILLED & AMENDED PLANTING AREA PER PLANTING SPEC (D UNDISTURBED NATIVE SOIL SUBGRADE PLANT MATERIAL -SEE LEGEND FOR TYPE & SIZE SEE PLANTING LEGEND ON DWG L 1003 FOR O.C. SPACING DISTANCE GROUND COVER DETAIL 3 SCALE: 1 "= 1 '-0" L 1003 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. ..,_<N o---1-..... -----------------.---,--..-------------~P""-----+---..----------..-------------------------+-----~P""---------------------..---------,t--/r-. I"') 0 """o ,.N -, -0 IX) 0:: ~ ~5} z (/) A MARK RECORD DRAWING DESCRIPTION DESIGNED BY· Bazinet, J.A. -04/28/04 DRAWN BY: Bazinet, J.A. -04/28/04 CHECKED BY: Baers, Ronald -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) URBAN ~~,~ Lil. 4611 Teller Avenue ::~,';';:it,;:;;•;: LEE&RO Inc Fax: [949] 263-8814 • • Newport Beach • San Diego ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LANDSCAPE PLANTING DETAILS PROJECT NO. 5-52 DRAWING NO. L5004 24 OF 103 A - B - C - D 0 ""CJ ., .c 0 -.. .. 0 +' 0 ., .c 6: w (/) :::, Cl :!: ""CJ 5 0 0 <( I N IO I ,. E .c - ~ ;!,-., ll:'. =!=Cl f/J ID O-c a. Cl El ON <.J IO /I ~l() ::, ID •• F I~ (/) w <( ll:'. /X +' ., ~ +' (/) 1 I 2 I ARCHITECTURAL ABBREVIATIONS @ 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 EXT FD FE FH FIN FLR FO FOM FOS FRP FR 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 RD REC REINF REQ'D SCH SHTG SL SST STD STL STRUCT THK TOC TOM TOP TOR TYP VAR VERT w W/ WC W/0 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 ELETCTRICAL EQUAL EQUIPMENT EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FIRE HYDRANT FINISHED FLOOR FACE OF FACE OF MASONRY FACE OF STUD, FACE OF SLAB £ FIBERGLASS REINFORCED PLASTICS FIRE RATING 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 RECESED REINFORCED REQUIRED SCHEDULE SHEA TING SLOPE STAINLESS STEEL STANDARD STEEL STRUCTURAL THICK TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF ROOF 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 SHOWN, PRESCRIBED OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 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. MASONRY PLYWOOD RIGID INSULATION CEMENT PLASTER GYPSUM BOARD DOOR SCHEDULES - 3 I A5002 1 FIXED PANEL 4 7 A5002 / / / 2 A5002 - 3' -O"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 & FRP LOUVER PER MANUFACTURER STANDARD SIZE--1--- / / / £ ,__ __ 3' -O"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-- I-- I-- ,__ <( ~ I~ ..i-N ~r----r--r-------------------r-,--.,..-----~~-~--~".""".""~--..,.---;;~;:--T"""-------------------"'T"'--_--,c_m_=·----------------------------------------------------------L ~g DESIGNED BY· DeJesus, Henry -04/28/04 .;stO AJ?c-'t . ~ sAN/r~-. REHABILITATION OF PROJECT NO. ?-N DRAWN BY: Robledo, Hector -04/28/04 c,~ HE RY v. /{.-,7~ ~. "A" STREET PUMP STATION 5-52 ~: CHECKED BY: Calderon, Sal -04/28/04 ~ro,dJES~ ';. I~ ""' .• -'\~f. ORANGE COUNTY ,,,.., ~,Ab~l * .._,_ LEE&RO. Inc. 1--------"~c.,___j \ 2 (/) ! ~~~o~go~R~~~NGGE ~~,~~ 1" LI:~ I~u~L I~~:EEs • 1 ~ .. 2 RE~!~~~ 4; "~ ~~ 0 SANITATION DISTRICT c:; ~ (' O; CA\.l~O ~I-., :i=<C MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) "' ~ ~ ClCl l I I I I I ARCHITECTURAL ABBREVIATIONS, NOTES & DOOR SCHEDULES 1 I DRAWING NO. A0001 25 OF 103 A B C D ~E c,,<( ~ _J -oil. • I oUl 01 -N <IO I I NI() I() ,_ ..c_ ~o cz /<( "_J ::: a.. "' I C <( a. I EN C IO ~I +' If) lil <ii F 11:J <o:: ..,,...x +' " " .. +' Ul E <~ 1":': - Y. 400, 1 \ \ 0- 0- \ \ 0- 2 PARAPET>-----+--~, A5001 0- 3' -4" (TYP) cg] 2 3 ROOFING\ 8" ROOF BELOW 1 / ROOF DRAIN A5004 23'-10" UPPER ROOF PLAN □ SCALE: 1 / 4"= 1 '-0" 3 SCUPPER DRAIN (TYP) A5004 EQUIPMENT PAD-- PER EQUIP MFR (TYP) ,-( ~z□ \_ ROOFING w 0.. 0 0.. ::::;; _J (/) = ~ [ID 4 36"x36" ROOF HATCHf----+-__,, A5003 LOWER ROOF PLAN SCALE: 1 / 4" = 1 '-0" w 2 \ ' V k &<'. .. ,, 0 ,0 ~ %~-fl ~ ~ "> 7' -6" 4 5 1 D 2 0-= tO t') @ I 0::: t') st - 1 A5003 ' st - I -LO = ~ tO I r---L 0- 3 A5001' PARAPET D 4 A5004 CONC SPLASH PAD 1 ROOF DRAIN A5004 W OVERFLOW ' LO I N = s: CX) 0 I 0 z N s: LO I -N 6 7 8 9 10 A B C B ◄ A3001 D E F G 1 '-4" '-' -on 6'-2" 'Ill ~ WT7 YV ~ Jl YV ,~ ill fl 8' 4' -0" ~/2 .,£~ J§ I ~ ) . -~ ' r 7///A //////////////////////////1 ////A !"//////// . / I.::: 0 / -' 0 ~ ' ?-:+ / 316 SST ELEC CABINETS 6 I I V SEE DWG E1002 ACCESS LADDER -;._' I/ V S5001 ... V .. V V -LL ' LINES OF ROOF~ ~ 0 j~ V st ELECTRICAL ROOM ~ V I @D\ HATCH ABOVE I t') 2'-2" 3' 4" . I/ I • "T • I • -• I ~ IV ::.:: 1~1 STORAGE CABINET, lh V V V V 0 ~-------------------/ V I V V EDGE OF SLAB\\'\ V ...... st V ~ ~~ (w\ -:..-V A I V ,. :~ -~ V ,_x \ TOILET I r _I __ 7 \ t') A300 st DJo I I I ~ I ~ 0 t') I>--1,//,.1 I)< I r7 I / 1 I -;._' /, ///// / //// //// / //////// J / / X/, //////////// (/) \ 4'-8" 2'-8" 3'-4" 2' -8" 3' -4" 2'-8' 6'-5" 0 2' -4" LL ---~ -+- □ [ -] [ ,-] -,- -~ (/) (/) 0 0 LL ---LL 5' -9" 4' -0" 14'-1 o" 31'-4" FLOOR PLAN SCALE: 1/4"=1'-o" 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. -+- [ RECESS FOR ELEC -] CABINET SEE DWG E1002 - - ARBOR POSTS SEE LANDSCAPE DWG L 1001 (TYP) 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: f½½01//2l E-----3 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. MET STUD WALL. SEE SPECIFICATIONS SECTION 05400, COLD FORMED (LIGHT) MTL FRAMING. ..i--0---1~--------------------------------------------------------------------------------------------------------------------...... -/r-,. l'"lo sto ,'.'.?,N .., . Q<Xl o::- ~g- z (/) A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· DeJesus, Henry -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 "A" STREET PUMP STATION ROOF PLANS & FLOOR PLAN PROJECT NO. 5-52 DRAWING NO. A1001 26 OF 103 A - B - C - D 0 "O ., ..a e - .. 0 +' u ., .s;;;; Ii! w (/) ::, "'c::: E 3' C, "O [D C, 5 c:., OI NN <( Ii) I I N IO Ii) 0, .s;;;; ,-r--tl ~o _;!-2 ., :5 +' a. "iii I o<C a. I EN 0 Ii) ~Ji lil ~ F lw en c::: ;:5-x +' ., ., .. +' Ul E <( 0 r--, ~ ~ 1 I 2 D TOP EL 34.12 / ' / I . / 0 \',,, ..... ·. .. ' .. , . -, ' • ~ • 1 •• ,· ·, I ' 3 A5002 ,OPERABLE WINDOW JAMB/ HEAD 0 . CD I 4 I 5 I C \. TOP EL 27.44 t:::;:I =,==911~ll~!l~IFl1=====;=====:::=::==========================:::::i:I~ TOM EL 27.28 T' r,~, I • I I , I 1 I I 111 1111 JII I , I 4 ~ ✓----_ ~.,...~L:Ft--~1----: ----'_ A~~O ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_,....n....____,_ - - - -J OPERABLErA-5-0-0-1-+--+----+-- WINDOW 2· -8" I SILL -°[1 r') N FIN FLR EL 1 0.45 0 I . r-- EQ. 3 A5004 SCUPPER (TYP) I I SCUPPER-~ .. ' .,. ... . 14' -0" ' EQ. .. , .. . . ...... ·~ -------~----~-------------------------------------------------------------------------1 FIN GRADE 7.76± EXISTING GRADE 8.30± 316 SST CABINET GAS ANALYZER (24"x24") SEE DWG E1002 NORTH ELEVATION SCALE: 3/8"=1 '-0" 6 I A FIN GRADE 8.38± EXISTING GRADE 8.30± 7 4 TOP EL 34.12 • I PAINTED ------,,\---H;t------,,\) CEMENT I PLASTER : 0 I . IX) I 8 I I 9 I 10 3 A500'!/'0._500'!/'0._5002 ,..'INDOW • , TOP EL 27.44 1 TOM EL 27.28 '1-: '=:;::~======F=rl IT" / -..,,. • I I 1 '\ I I I I A5001 I 2' -8" I ----r----,----' □□ II 1111 II1----------1---+-----lFALSE WINDOW A5002 - 5 - I I . 0 . CD ~/1 ,.,_____,,11--------1--¾.,,._H--,-LIGHT FIXTURE (TYP.) ~----,;======;, 'Sj- 1 SEE E1003 FIN FLR EL 1 0.45 c I a: . OJ SST CABINET 3' -4" ,,__ ___ __,, IX) 7 J 1 / r.========;i-rr.======;i C5002 SST CABINETS 2'-0" (TYP) ~-------------~----I!=:====~-------- - GENERATOR RECEPTACLE SEE DWG E1002 FIN GRADE 8. 12± _ _ _ _ --~-----, FIN GRADE 7.90± EXISTING GRADE 8.30± 4" PAD PER OSCO STD EXISTING GRADE 8.30± EAST ELEVATION 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-- - st~ ~----11---.-------------------...... -----------------------~---------------------------------------...... -------------------------------...... -£2 oo' -DESIGNED BY: Bae rs, Rana Id -04/28/04 ,d), ~AN/ 'Ary,. REHABILITATION OF PROJECT NO. EXTERIOR ELEVATIONS - 1 ~ \\sto ARclf/ I~ ,.,'l""i' ~ <o: DRAWN BY: Porter, Michael -04/28/04 ..._c,<v HENRY V. ~ .A.-il LEE&RO. Inc. #,,, ~~,~ ORANGE COUNTY "A" STREET PUMP STATION 5-52 c::: ~ CHECKED BY: DeJesus, Henry -04/28/04 DE JES~ "' -, ~ DRAWING NO. ~&' I. LINAETIFSU2LLINSCIZHEES • I ~-2RE~~~i di ____ M_I_C_H_A-EL_P_A_T_R-IC_K ____ \\~~'\ 0 SANITATION DISTRICT _& RECORD DRAWING )3/0~ 'c o~ ~ .....,~ ~ ~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) o;;-:,.r-c~.-;-1.,~ PORTER ARCHITECT OC> A2001 27 OF 103 I I I I I I I I A - B - C - D 0 "O ., :;; 0 ... - ... 0 ...., 0 ., .c a:: IJ.I (f) ::, o>o:: E ~ Cl "O CD N Cl oC> 01 <'IN < Ii) I I N IO Ii) !J, .C,-r--1 ~o ;1,z ., ::i ...., c.. ·;;; I o< a. I EN 0 Ii) ~,b ifi ~ F I LJJ ., a:: 5x ...., ., ., ... ...., Ul E <" r--1 ~ ~ 1 0 ~ I CD • -st- I -n ~ I A 2 I 3 I 4 I 5 I 6 C D 7' -6" / ( -- -6V7Y8 WIN DOW f------1-----1-----1----1------.-a A500W500W5002 ---I 23'-10" f------------------------------1 I □ □ □ / .. ,·,: .",'.,' ~ :,, .. :. l·,:: • :· ·:~:{~··: l: •::; :·,.. ~= ... • '4 :. "'j'· .... •• . ::·,· .. ·· ., .. ::· I TOP EL 27.44 I TOM EL 27.28 ~,~,=F,==============================~,--L--~---I FALSE ROOF-...,_______cl_ L I ' - 5 WINDOW A5002 - 5'-10" .·,,. '• ' . ' .. -·· ........ . □ □□ I l 2' -8" - - •, , l • 0 .' • • ••, 0 •• ' : • , •~ '• • • ~•, I I ' '•• ' ------ • . . . . •, . . . . . . . . . . .... -: ' : . •, . 1 ,, .·: .... •, •. •. '· .. : .:,,,:. ·:·.. ••.. .:·• ..... ~-.·• ,._·~::~--·--1----- •.·, •• ·: • • .-'· .. ,. : 1 A5001 I L 2' -8" - 6 CONTROL JOINT A5001 □□ □ • • -00 00 00 I □□ I □□ I -N N N I I I 2'-8" 2' -8" 0 I -st- -00 7 I 3 WINDOW 7' -1 Q" 0 ~ I LO TOP EL 27.44 TOM EL 27.28 1 • 00 I n N • -st- 0 I ~ I r---~ ~ ~ . -~: ~. ' •. ~,·: .·;'-,• . \ .->· ~-.. ·::: LOCKABLE :.:: :· ::·:'. ., ••. ENTRY "•: ·'' .. -... -... , .. • PAN EL • :~,-'., .<:-, .. :·: ... ~ '· :/: 8 I ' PLASTER O:'.: N ...J e ~o L..;;;,,._---+- 3' -4" I 9 7'-6" □□ 2'-8" 4 ' ( I 10 TOP 34.12 6y7y8 A5003/V:5003lv:5002 ~-+----SAFE ENTRY LIGHTS I /,,---WALL MOUNTED LIGHT I/ WE-EF MODEL AVA "'"1/___.. ----1---~--+-d 3' -4" 0 I 0 • 0 ~ I CD I 00 -~. • .. :. •: •• ,;,: ... :·~ -: .. r--------,-;::;:::i;:::;:::;:;:::;:::;::;:::;::;::;:::;::::;'!;::;:;::::;::;:;::::;::;:::;::;::;;::;::;::;--;::;:!!:;::;::;:::;:::;:;:::;:::;::;::;:::;::;'H -- FIN FLR EL 1 0.45 CD I n -~ ..._ CEMENT PLASTER I 1-- - - -- l □lr•~--+(7\ __ 4___, ~~~~NfTRIMER FIN GRADE 8.23± . . I ~ (16"x16") FIN GRADE 8.12± EXISTING GRADE 8-:;.3;::0:-;±__,_ _______ .....1._:::::;;;:::.,_....:.. __ ....:._ ____________________________________ .J,...!.E..'.!X!.IS~T~IN~G~G-R~A~DE.=. 8.30± SOUTH ELEVATION SCALE: 3/8"= 1 '-0" FIN FLR EL 10.45 FIN GRADE 8.38± EXISTING GRADE 8.30± 11 I II \ I I u I I I I I I I I I lJ \__REMOVABLE WEST ELEVATION SCALE: 3/8"=1 '-Q" I I I I I I I LJ . CD I -n FIN GRADE 8.23± EXISTING GRADE 8.30± GUARDRAILG ~ 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 ERR0R(S) OR 0MISSI0N(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. 1-- 1-- 1-- I-- I-- si-~ _5?-,-...--tt-~-----------------.,...-.,....-,---------------.---------i~-------------------::-:,-:__--------------------------------------------------.1- ~oo DESIGNED BY· Baers, Ronald -04/28/04 ..a s~Nl•A""1'>. REHABILITATION OF PROJECT NO. ~slO Af?c/.t/ 14!!!!/I p;-~ <N DRAWN BY: Porter, Michael -04/28/04 c,<.; HENRY V. ~ .... -il LEE&RO. Inc. ;, o/~ "'1 "A" STREET PUMP STATION ~; CHECKED BY: DeJesus, Henry -04/28/04 ~~~~~; ~ '~-•~ __ / ~-a ORANGE COUNTY z(f) I• u:~1~u~L1~~~ES • I ~.,12R~f~~r:j MICHAEL PATRICK ~ ~• SANITATION DISTRICT .. & RECORD DRAWING )3/0: '(' ;;,,----_,..;-,~O" 0 C ~ ....... ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) or c~1.i P RTER AR HITECT ·,,.t.1<'! Cl Cl I I I I EXTERIOR ELEVATIONS - 2 DRAWING NO. A2002 28 OF 103 I I I I 0 "C ., A B C D -8 a:: ._c,--, ._ ID oCl +' (.') u1 a, N ..c IO . . I 0:: IO w 1/1 ::::> ~E Cl<( ,., _J -ca. ...: I 01/1 01 l"lN <IO I I N 10 IO ,_ ..c_ ~o oz /<( ., _J ::: a.. "' I 0 <( a. I EN 0 IO ~I -,., IO lil <ii F 11:J <( a:: ..,,...x +' ., ., ... +' Ul E <(~ 1":': - 1 2 A5001 5 A5001 4 A5002 1-= 1111 ""'11 ""'=11=--------i I 2 ROOFING OVER RIGID INSUL 3 6 A5003 4"x16 GA MTL STUDS @ 16" OC -~ W/ 5/8" GYP BD EA SIDE 1 4 ROOFING OVER-~ SHTG 0 I ":,_j. 5 A5001 I 6 • -o" CLR "---STL BEAM SEE STRUCT DWG S1002 3' -6" MIN 4"x16 GA MTL---~-., II==========--.., . b .. . . . ..... ... · .•. ·.:. ~---~ ELECTRICAL ROOM BEYOND STUDS @16"0C W/ 5/8" GYP BD EA SIDE 4"x16 GA MTL STUDS @ 16" OC -~ W/ 5/8" GYP BD EA SIDE 8' -o" 6 D T.O. TRACK 34.12 4 A5003 ROOF HATCH "----CEM PLASTER OVER CMU ---CABINET OPNG 0 I OCJ EL 10.45 ; • ,. t ~-~-------~------~-~=~ ... SECTION A SCALE: 3/8"=1 '-0" A1001 2 A5003 ABINET OPNG WALL ~------4"x16 GA MTL STUDS @16"0C W/ 5/8" GYP BD EA SIDE ,-.. ... ill . . . •. . ITT: . .• == .·• ·: -II' • ' ". 7 8 4 2 A5001 9 8" MASONRY--~ SOLID GROUTED ~-ROOFING OVER RIGID INSUL 10 3 ~1 -TOP .' ,,,-\ ~--------+--MTL DECK, SEE STRUCT DWG S1002 - 3 0 ~ I N 0 TOR --ARBOR COLUMN 3: IX) 0 I o z N 5' l 1\.., : I t") "--T-,.,....,, ...... -. ~-----'-I .. :, ... ' -: . . .. •: -''. ' ', ' ... IX) I . -: ' . •' •,. : .... _ •. · -::. --~11=1111.,,.., • • mlllTTill=1E==3=rnllllTTil11~::-------\ 1111 I 11. . <I . ... ., <I <I .. •· V j FIXED FIXED I I / / / K@ '\ I '\ \ ... "' . <I, : d 4 4 ~ / ___ 4"x20 GA. MTL STUDS @ 16" OC W/ 5/8" GYP BD. EA SIDE SECTION B SCALE: 3/8"=1 '-o" A1001 <I " • <I • <I <I •. . . ~ .•. RECORD DRAWING A5004 - - • <I 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---1~--------------------------------------------------------------------------------------------------------------------...... -/r-,. I') 0 sto ,'.'.?-N .., . O<Xl a::- ~g- zl/1 A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· DeJesus, Henry -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 "A" STREET PUMP STATION ARCHITECTURAL SECTIONS PROJECT NO. 5-52 DRAWING NO. A3001 29 OF 103 0 ""O ., -" 0 '- '-0 +' u ., .c 6: w Vl ::::, "' :t ""O ~ 0 0 I() <( I N I() I ,_ .c !:! C /o:: a, Cl :-!= (ll 1/J Cl 0 (!) a. I EN 01() UI ~ I() A B C D E 1 ½" PL YWD SHTG --~ 7 /8" CEM PLASTER ------- ON MTL LATH CASING- BEAD ROOFING ro FLASHING~ CANT 2 3 ___,,_.,._,_,__ __ 4" x 1 6 GA M TL STUDS @ 16" OC ,____ 5/8" GYP BO ½" PL YWD OVER 2" RIGID INSUL ROOM 4 5 6 6" SLOPE MIN 2% T7--i~8~~~~~;;;;;;;;~::=;:;~ ---SHEET MTL ' COPING IN SEALANT :;: ;: N ..,.., f+----2X SHAPED NAILER r--CEM PLASTER-~ S'. ON FOAM FORM 3/8" SEALANT & BACKER ROD CASING BEAD ~ 3/4" CEM PLASTER ON CMU --.-j SET IN SEALANT ~-COUNTER FLASHING CAULKING W/ SEALANT 7 6" 8 FLASHING SET ON SEALANT BED SLOPE MIN ¼" PER FT 4" MIN 8"x16 GA MTL STUDS @ 16"0C 9 10 --4"x 16 GA MTL 2'' RIGID INSULATION 1 ½" METALLIC DECK SEE STRUCTURAL 16 GA TRACK ANCHOR TO BEAM W/ ½"e A307 BOLTS PER SECTION A/S5004 PARAPET (AT STUD WALL) STUDS @16" OC DWG S1002-----WALL TO ROOF ROOFING DETAIL 1 SCALE: 3"=1'-0" VAR STOP ¼" THK BENT PL SET OPERABLE-----1-----1-~ WINDOW ON SEALANT BED ANCHOR [';:;::;:::;i;;.;;1g~~~~--T:__:=04TR ACK W / #12 SM S @ 6" OC MAX FLASHING-------i. CANT-- 1 ½" METALLIC DECK SEE STRUCTURAL DWG S1002 16 GA TRACK ROOM ½" PL YWD OVER 2" RIGID INSUL _ ___;::.,.__J'-16 GA TRACK ANCHOR TO BEAM W/ ½"e A307 BOLTS PER DWG S5004, SECTION A OPERABLE WINDOW SILL 3/16"x3" WIDE PL TO MIN 3 FLUTES W/ #10 SMS EA FLUTE STL BEAM SEE STRUCTURAL DWG S1002 DETAIL 4 SCALE: 3"=1'-0" A2001 PARAPET (AT MASONRY) CMU WALL-~ 3/4" CEM-~ PLASTER ON CMU DETAIL 2 SCALE: 3"=1'-0" VAR --MASONRY REGLET PARAPET DETAIL = z c.o ::;;; 1" MIN '---FLASHING OOFING RIGID INSULATION OVER MTL DECK '----CAULKING W/ SEALANT '------CANT ~--DECK FRAMING 5 SEE STRUCTURAL DWG S1002 SCALE: 3"=1 '-0" A3001 ½" PL YWD SHTG DETAIL 3 SCALE: 3"=1'-0" A1001 ,____ 7 /8" CEM PLASTER ON MTL LATH 5/8" GYP BD 16 GA TRACK W/ ½9 ADHESIVE ANCHORS PER DWG S5004, SECTION A CONTROL JT PAINTED PER SPECIFICATIONS ROOM ½" CDX PL YWD OVER 2'' RIGID INSUL CMU TO STUD ,____ 3 / 4" CEM PLASTER ON CMU WALL NOTE: ( CONTROL JOINT) 1. CEM PLASTER ON OUTSIDE OF STUD WALL TO ALIGN WITH CEM PLASTER ON OUTSIDE OF CMU WALL DETAIL 6 SCALE: 3"=1'-0" 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. 5-52 DRAWING NO. ARCHITECTURAL DETAILS - 1 A5001 30 OF 103 0 ""O ., J5 0 .. .. 0 .... u ., .c a:: "" (/) ::::, A B C D E ~ ""O c-,,i 0 0 rn < I N rn ,_ .c ~ 0 / a:: 20 ·oo ~ 0 "' a. I EN o rn ~I .... rn lil <ii F 11:J <a:: ,,..,x .... ., ., .. .... (/) E <.g 1":': - 1 2 I v ,,. 2-16 GA STUD @ JAMB COND s '· \ ;,. 4"x16 GA STUDS@ 16 oc W/ 5/8" GYP BD EA SIDE ,•, ½' ' ½" ----1 .:·~ -I---I I & FRP FRAME W/ 2 CLIPS, 2 PER HEAD, 3 PER J AMB ....... I2" Ts; 8" 2" A V 6¼" SWI WIN NG OUT DOW JAMB/HEAD AT TOWER ' OPERABLE WINDOW DETAIL 1 SCALE: 3"=1-0" A2001 l<l------CEM PLASTER OVER CMU WALL j N I ~1-f-lll-+-----CEM PLASTER ~=;ell PAINT WHITE ~---3/4" SQ GLAZING STOP (TYP) ,__ ____ 2''x3" ALUM FRAME h:,;u-1 l,'>-f---Ht---t-----4" CMU 11f-t------1/4" TINTED GLASS (TYP) SHAPED 4x6 NAILER FALSE WINDOW HEAD /SILL ' DETAIL s SCALE: 1 1/2"=1-0" VAR 3 5/8" GYP BOARD SHIM 16 GA TRACK 4 _J L c ___ ~ i------1 3/4" THK FRP DOOR & JAMB AT DOOR DETAIL 2 SCALE: 3"=1-0" A0001 4"x16 GA MTL STUDS @ 16" OC ½" PL YWD SHTG 7 /8" CEM PLASTER ON MTL LATH SEALANT & BACKER ROD FLASHING 1/8" CAULKING---+-~ N 5 ~--,:;:i--i==I-=='=" 3/4"x3/4" STOP (TYP) 2"x4" ALUM---+-~ FRAME >-+-----+--¼" GLAZING 4" WINDOW HEAD DETAIL 6 SCALE: 3"=1-0" VAR 6 #10 SMS @ 8" oc MAX 7 i-----1 3/4" THK FRP & EXT FIXED PANEL DOOR JAMB AT FIXED PANEL (TRANSOM) DETAIL 3 SCALE: 3"=1-0" A0001 OPERABLE WINDOW 2"x4" ALUM FRAME ¼" GLAZING 3/4"x3/4" STOP (TYP) SEALANT & BACKER ROD ¼" CAULKING 8" 1" 16 GA TRACK br~:...:.:;:,.:..:.,J7-7 /8" CEM PLASTER ON MTL LATH 5/8" GYP so~-,, 4" x20 GA M TL -------11c,i--- STUDS @ 16" OC WINDOW SILL DETAIL 7 SCALE: 3"=1-0" VAR 8 9 10 r77-----:::7tl~-CM U WALL i----CEM PLASTER ~SEALANT & BACKER ROD _J L ........ ~-FLASHING L2x2x3/16 CONT--, ANGLE FRAME ANCHOR C _ _ _ 1-jf---/D\-FRP FRAME W/ =iL_ ___ __f-----1 D MASONRY ANCHORS TO FRP FRAME 2" & 0 I r--- a------+--+-1 3 / 4" TH K FIXED FRP~ ATTACH TO ANGLE FRAME 8½" """l-~---+----+-1 3 / 4" THK ---------~,~--~~ FRP DOOR & DOOR HEAD DETAIL 4 SCALE: 3"=1-0" VAR ~--4"x16" GA MTL STUDS @ 16" OC ½" PLYWD SHTG DBL 16 GA--~ STUDS @ JAMB ---7 /8" CEM PLASTER ON MTL LATH 5/8" GYP BD----<r N LINE OF SLOPED SILL BELOW SHIM---~ 3/8" SEALANT & BACKER ROD '-----+-3/4"x3/4" STOP (TYP) (TYP) WINDOW JAMB DETAIL 8 SCALE: 3"=1-0" 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. si-- 0 ..... -----------------------------------------------------------------------------..... -----------------------------.--/r-,. l"lo sta ,'.'.?-N -, . Q<Xl c::- ~g-z (/) .. w (!) I-;= < CICI RECORD DRAWING FRP DOOR CHANGE MARK DESCRIPTION 03 07 04 05 DATE APPR. DESIGNED BY· DeJesus, Henry -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 "A" STREET PUMP STATION ARCHITECTURAL DETAILS - 2 PROJECT NO. 5-52 DRAWING NO. A5002 31 OF 103 0 ""C ., J5 0 .. .. 0 .... 0 ., .c 0:: LJJ Cf) :::, A B C 1 c.o I I") 2 ALIGN ,1 2" 2" 4" 4 <I . ,1 4 3 1 1 /2" ALUM TUBE FRAME 5 4" 1~----3/4" SQUARE ALUM PICKETS MAX (TYP.) 2" MAX TOC 3 3"x3"x1 /4" THK MTL SLEEVE W/ 3/16" BOTTOM CAP WELD SLEEVE TO #4 BAR EACH SIDE REMOVABLE GUARDRAIL DETAIL 1 NO SCALE VAR 4 5 GYP BOARD _ ______,, INTERIOR 4"x16" GA MET STUDS @ 16" OC CABINET 6 ,......,_-1/2" PLYWD SHTG ·J-----7 /8" CEMENT PLASTER ON MTL LATH EXTERIOR OPNG WALL DETAIL 2 SCALE: 3"=1-0" A3001 r 2"x2" ALUM TUBE 'GROUND GUARDRAIL SUPPORT DETAIL 3 3"=1 '-o" 7 8 9 I n\ I I \ 3, 4" -41-\ -tr \ I I PREFABRICATED-----.z1 ALUM ROOF HATCH ASSEMBLY PREFABRICATED---------. MTL LADDER W/ EXTENDED GRIP POSTS SEE STRUCTURAL FOR SUPPORT ROOF HATCH DETAIL 4 1-½"=1'-Q" VAR 0 0 \ 10 CMU WALL 1 o" ~--STEEL LEDGER SEE STRUCTURAL DWGS Dt-----------------------------------+------------------------------------1----------------------------------' Ll <J <J ~---CONC WALL SEE STRUCTURAL ~---CEM PLASTER 3/4" CHAMFER --L4"x3"x¼" W/ 3/8"¢ EXP. BOLT TO CONC WALL ~-3/16"¢ THRU BOLT 4" <J 2½" MIN. EMBED· 0 I }2" Ll ALUM L2"x4"x¼" L'.'.l W/ 3/8"¢ EXP <J 2" TO SLAB '-----2½"x2½x¼" PLAN WALL GUARDRAIL SUPPORT DETAIL 5 3"=1 '-0" BOLT METAL ROOF DECKING PROVIDE 5/8" SPACE-__/ FOR ROOF MOVEMENT METAL STUDS _ ___/ PL 1 /8" x9" WELDED TO ROOF DECKING EA SIDE @ 24" OC '---16 GA METAL TRACK STUD WALL CONNECTION DETAIL 6 3"=1'-0" A300 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. 5-52 DRAWING NO. ARCHITECTURAL DETAILS - 3 A5003 32 OF 103 0 "tl " ..0 0 ... ... 0 .... u " .c 0:: w VJ ::::, A B C D 1 ROOFING SYSTEM AS SHOWN ON PLANS--ROOF DRAIN ROOF SUMP RECEIVER UNDERDECK CLAMP FOR RIGID MOUNTING 4" -DI-D OFFSET PIPE CLAMP @4' -0" O.C. CARPENTER AND PATERSON FIG 179; OR EQUAL ---- 2 N 3 ROOF DRAIN 2 OVERFLOW ,,-----STUD WALL AS SHOWN ON PLANS DOWNSPOUT NOZZLE JOSAM SERIES 25020, ZURN SERIES Z-IPP, OR EQUAL CONC SPLASH 4 PAD ROOF DRAIN WITH OVERFLOW DETAIL 1 NO SCALE A1001 CONCRETE SPLASH PAD DETAIL 4 NO SCALE VAR 4 5 6 ~--~/--PARAPET COUNTERFLASHING IN REGLET--~--CAULK ALL AROUND W/ SYNTHETIC RUBBER BEFORE PAINTING 3" CANT STRIP ROOFING SYSTEM AS SHOWN ON PLANS -- ,, 4 2" ~ 1/2" ~-22 GA ALUM OVERFLOW ACK W/ NON-SHRINK GROUT (TYP) NOTES: 1. PROVIDE FLASHING AS REQUIRED BY ROOFING MANUFACTURER. 2. LOCATE FLOWLINE OF OVERFLOW 2" MAX ABOVE ROOF DRAIN. 3. COAT ALUM PER SPECS SECTION 05150, ALUMINUM CONSTRUCTION. ISOMETRIC ROOF DRAIN OVERFLOW DETAIL 2 NO SCALE VAR 7 8 9 10 CEM PLASTER ----i SEALANT 22 GA SHEET METAL--- SCUPPER SET IN SEALANT -H r--- ,z_ TOP OF_ ANGLE LINE OF-- TAPERED END BEYOND 4" 6" MIN. MIN. ,----l--------+---SECOND LAYER OF ROOFING MEMBRANE RIGID INSULATION 8" FLASHING SHAPED 2x NAILER -----Y. CMU WALL-_,_ 'f-----''------_L_~c_____L____L CEM PLASTER----i SCUPPER DETAIL 3 NO SCALE VAR ~--SEALANT AND BACKER ROD ~--EXTEND FIRST LA YER OF MEMBRANE TO ANCHOR ~--DECK FRAMING SEE STRUCT DWG S1002 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. 5-52 DRAWING NO. ARCHITECTURAL DETAILS - 4 A5004 33 OF 103 A - B - C - 0 "O ., :;; 0 D .. -.. 0 +' u ., ..c: a:: w (/l :::, °' E 3: "O ~ 0 0 0 (/l I N IO I ~ u 2 -+' rn / ~ ~o 'cij(D 00 a.c., El ON U IO /I ~ LO lil • • F I ~ rn w <~ /X +' ., ~ +' (/l <( g_ I") 1~ 1 I 2 I 3 STRUCTURAL ABBREVIATIONS AB AC ANCHOR BOLTS ASPHAL TIC CONCRETE ACI ADDNL AFF AMERICAN CONCRETE INSTITUTE ADDITIONAL AGG ABOVE FINISH FLOOR AGGREGATE AIC ALT ALUM APPROX ARCH AMERICAN INSTITUTE OF STEEL CONSTRUCT!( N ALTERNATE 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 CONT DBL DEPR DF DIA DIAG DIM DN DO DWL DWG (E) EA EF EW EJ EL EMB EOS EQ EXP EXP B EXT FAB FF FFE FG FLG 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) CENTER CENTER LINE CEILING CLEAR COLUMN CONCRETE CONNECTION JT 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 FINISH FLOOR ELEVATION FINISH GRADE FLANGE FND FOUNDATION FOC FACE OF CONCRETE JOINT FRP FIBERGLASS REINFORCED PLASTIC FT (') FOOT /FEET FTG FOOTING GA GAUGE GALV GALVANIZED GRTG GRATING GT GROUT HDR HEADER HORIZ HORIZONTAL HSA HIGH STRENGTH ANCHORS HSB HIGH STRENGTH BOLT ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ID INSIDE DIAMETER IN (") INCH INT INTERIOR INV INVERT JST JOIST JT JOINT KO KNOCKOUT LG LONG LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSH LONG SLOTTED HOLES MAT MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE oc ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPH OPPOSITE HAND PC PIECE PCF POUNDS PER CUBIC FOOT PERP PERPENDICULAR PL OR p PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE PLCS PLACES R RADIUS REF REFERENCE REINF REINFORCING SAD SEE ARCHITECTURAL DRAWINGS SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SM SHEET METAL SPCG SPACING SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL STAG STAGGER STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL T&B TOP AND BOTTOM THK THICK TOC TOP OF CONCRETE TOF TOP OF FOOTING TOG TOP OF GRATING TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL UON UNLESS OTHERWISE NOTED W/ WITH WP WORK POINT ws WATERSTOP 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........................................ 2.5Cal W R,Ca = SEE REFERENCE CODE R W = WEIGHT OF ELEMENT OR COMPONENT I GENERAL G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 4 I 5 I THE NOTES AND TYPICAL DETAILS ARE APPLICABLE TO THE ENTIRE PROJECT EXCEPT WHERE SPECIFIED OR INDICATED OTHERWISE. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS REQUIRED IN THE SPECIFICATIONS. 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 DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON 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. 6 I 7 I 8 STRUCTURAL NOTES STRUCTURAL STEEL S1 S2 S3 S4 S5 STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 GRADE 50 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATION FOR DESIGN, FABRICATION, AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDINGS. 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 C1 THE MINIMUM 28 DAYS STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS: C2 C3 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 DRY CONDITIONS -SPIRALS, TIES, STIRRUPS B) THE ENGINEER, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR TIHE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 1 . 2. -PRINCIPAL REINFORCEMENT EXPOSED CONDITIONS -SPIRALS, TIES, STIRRUPS -PRINCIPAL REINFORCEMENT 1-1 /2" 2" 2" 2-1 /2" 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 OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. 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. C4 C5 C6 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. I C9 C10 C11 C12 C13 C14 C15 C16 9 I 10 SPLICES IN REINFORCEMENT SHALL NOT BE PERMITTED AT POINTS OF MAXIMUM STRESS EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. LEAN CONCRETE REPRESENTS CONCRETE WITHOUT REINFORCEMENT. 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. ALUMINUM MT1 SEE SPECIFICATION FOR ALUMINUM STRUCTURAL MEMBERS ALLOY AND CORROSION PROTECTION. A. ALL CONNECTION BOLTS SHALL BE 3/4" DIAMETER TYPE 316 STAINLESS STEEL, UON. B. COAT ALL SURFACES OF ALUMINUM WHICH COME IN CONTACT WITH CONCRETE WITH ZINC CHROMATE. C. WELDING SHALL CONFORM TO THE LATEST EDITION OF OF AWS D1 .1. WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED BY AWS FOR ALUMINUM. MASONRY M1 CONCRETE BLOCK SHALL BE NORMAL WEIGHT AND SHALL CONFORM TO ASTIM C90, TYPE 1 (GRADE N-1). MINIMUM COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL BE 1,900 PSI. M2 CEMENT SHALL CONFORM TO ASTM SPECIFICATION C150. M3 M4 M5 M6 SPECIAL INSPECTION IS REQUIRED. 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. FOUNDATION/EARTIHWORK EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. F1 F2 F3 F4 F5 REFER TO RECOMMENDATIONS IN GEOTECHNICAL INVESTIGATION, REPLACEMENT OF "A" STREET PUMP STATION, ORANGE COUNTY SANITATION DISTRICT, NEWPORT BEACH, CALIFORNIA DATED SEPTEMBER 11, 2001, BY DIAZ -YOURMAN & ASSOCIATES, PROJECT NO. 293-03. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN IS 2,000 PSF 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 WRITTIEN 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. C7 C8 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. 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-N ;gi[:::r:::::::::::::::::::::::::::::::::::::::r:::1:::J-~D:ES:l~GN:::E:;D~BY:::.~v;::a:nd:e:"rz;:e:e-, :M:or:k-:--;o:4'.::/;'28;/;;0:4'."T--::~~ESS~,:~::--T-------------------7-,4>-::.j.,.-.,,i,c;A'"Nm1"',;.-~::,--------------------T--------;;R;;E~H;:A~B~IL~l;:;T:-:A~T;:;-;IO::N;-;O~F;---------nP~RKOWJE8C:lTrNNOO..~-----. ?-N DRAWN BY: Robledo, Hector -04/28/04 ~ ~· VA-"<,~ ,;'J"~ ~l "A" STREET PUMP STATION 5-52 ~ ~ CHECKED BY: Cheng, Clayton -04/28/04 ff 5 3442 tl I~ "' " -1 \~r-0 RANGE CO LJ NTY DRAWING NO. !i J3 'o·-, I• L1:~1~u~L1~~:EEs • I ~~~~2c--3~~~0:.:!;J .._,_ LEE&RO. Inc. ~·\---~~ t=:~~· SANITATION DISTRICT STRUCTURAL ABBREVIATIONS SQQQ1 ft:.. RECORD DRAWING 'I "~•'-"U iu,; ~---AND NOTES ~ ~ MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) Q:' CAI.\,_,..,.. ""1 Tl-£ ' 00 34 OF 103 I I I I I I I I .. 0 .... u " ..c ii::: w VJ :::, A B C D "' E 3:ll:: "tJ Cl . ID -o 0 0 ~I VJN I in NI ,n ,n I ,. u :, -.;, 0 en z /< "...J ::: a.. en I 0 VJ a. I EN 0 ,n ~I .... ,n lil en F I LJ.. en w <( a:: ,,.-x .... " " .. .... VJ E <( ,5l I ':': - 1 1 2 3 B '1111 S3001 r .... 4 1 = l"1 I -tO = ~ ~ 'SI- I -II) ~ l"1 I N .... 0 I 'SI- 'SI- I l"1 = 0 I 'SI- 'SI- I l"1 PA Tl O PLAN 1------+--__,, S1005 °' I 'SI- 2 3 4 A B C 4' -8" 8" 4' -0" E '\ ◄ '(TYP) S3003 1 (TYP) .... ))()('j C S3002 ,.. ..... / UP I I 10 0 I ::;;: 'SI- 0 [:I ~ _J w I 0 I I V [::J I I 0 I ::;;: 2'-2" (TYP) Xx, X T w 5 A ◄ S3003 '1111 / ~--4'x4' H-20 RATED COVER (TYP) N ,x X X w TOP PLAN SCALE: 3/8"=1'-o" 6 7 D E (F) 5'-10" 6'-2" 1 '-8" 4' -0" 8 1 '-9" 7'-10" I I I I I I I I I ...... B G 0 I 9 10 i-----8" MASONRY WALL, SOLID GROUTED ~-#4@24 CENTERED EL VARIES 0 I ~5" TAIL SECTION A SCALE: 3/8"=1'-0" E!;JL=----1.:1 4':!:.,_.,L3±t_,.:~· ·l.---#4@2 4 HOR I Z ,,....._ = z co -::;;: .._,, 2'-6' C'.]_...----PLACE BAR TO BE CONTINUOUS UNDER BOTTOM OF URNS #4@24, VERT (PLACE 1 VERT ON EACH SIDE OF URN) i-----8" MASONRY WALL, SOLID GROUTED __ _J FG VARIES r'~~I§Jrh~DI #4@12 EW, T&B NOTES: 1. SEE CIVIL DRAWINGS FOR TOP SLAB ELEVATIONS AND COORDINATES. 2. FOR MASONRY OPENING DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL AND ELECTRICAL PLANS. 3'-6" I .. - I. 3•_5 ... I SECTION B 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. st- 0---11~ ....... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/r-, I') 0 st 0 _?.N ..., . 0 DD a:: -~g-z VJ &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Vanderzee, Mork -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -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 "A" STREET PUMP STATION TOP PLAN AND SECTIONS PROJECT NO. 5-52 DRAWING NO. S1001 35 OF 103 0 ] J5 e '-a .... u Q) ..c: a,: w (/) ::) A B C D 1 ½" SEE 1 0J - MTL DECK NOTES 2 AND 3 4 5 800T162 LEDGER (TYP) 0- ;,- I L[) ~ I I I 1 '-9" (TYP) -54 \ [\ 2 3 4 5 6 C D 4EQ SPCS=23' -1 O" 7' -6" ... L4x3x¼" LLV (TYP) W/ ◄ A 5/8"¢ AB @ 18" SPCG, 3" I MAX FROM THE ENDS, 5" - MIN EMB , TOS EL 22.45 V ~///////~///////~;/#/////,////////~,/////////~ / V / '\ V / / * [)< , I V , / I/ * I/I V * \ / 0 0 0 / / ~ ~ * ~ X X X co co co IXI I/ [XI 3: 3: 3: V * / * I/ V C8x11.5 (TYP) / * / 0 I/ * -/ / , ' / r / / -st-/ N X / co 3: OPENING FOR / * HVAC DUCTS /-' (TYP) ~/ / ,----\Vtix14--_,.._ -~ / V I I V I C8x11~ I/ I I V I / V I V I I V I V ___, V - 'Ill / co I I"- - 3 S5003 ,. (TYP) T OUTLI NE OF TOWE R ABOVE- ARCH PLANS SEE /////////////////////~//////////// V/V //// V /-/ • en I . ~ 1 -st-I-L[) I V) N 0 tO ---, ~ LL. ,---.. V) 0 oo_ 0 o>- co D-' t:, ....... , ___ ~ TOS EL 22. 85 _j 3x12 DF #1 (TYP) ' TOP PLATE 400T150-54 (TYP) j ROOF PLAN SCALE: 3/8"=1'-0" - ◄ 4 3'-0" SQ S5003(TYP) ACCESS OPNG .....-13x12 DF#1 Ii (TYP) I , I I 6x6 POST (TYP) ... * LOCATE PER H ~ B NOTES: 1. ½" THK CDX PLYWOOD ROOF SHEATHING SHALL BE ATTACHED TO THE JOIST W/ #10 SCREWS @ 6" MAX SPACING FOR EDGES, BOUNDARIES AND FIELDS 2. FOR 1 ½" MTL DECK USE BHP B36 DECK, 18 GA PER ICBO 2757 OR APPROVED EQUAL IMIN = 0.302 IN4 SMIN = 0.321 IN 3 3. MTL DECK WELDING: -4 PUDDLE WELDS PER DECK SECTION AT EACH SUPPORT -TOP SEAM WELD AT 24" OC VAC EQUIPMENT INSTALLED TOWER ROOF PLAN SCALE: 3/8"=1'-0" 7 TOS EL 22.85 MO EL 20.45 TOC EL 10.45 8 9 3 TOM EL 27.12 00--..__...._,___2-#5'S CONT (TYP) 10 TOS EL 22.45 J:. WALL /'---BEYOND~ W8 #5 @ 32 (TYP) WITH DOWELS .; ".ti. -1,,.1(,,t----j N I-..._,,, ,---.. ·..,-(D o_ I :::;e: >-~ wt:., +---+--~ TOC EL VARIES . I 2·-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. 36 OF 103 '-0 .... u ., ..c A B C D 'Ill "I 1 C S3002 .... 2 B S3001 .... 4 1 Bl ~ 1'-9" , 0 I - -N I II CJ I I I N ,,. I I 1 ( l"l I -CD ~ I I I I I -1"1 - -I N 2 3 4 5 38' -3" ... 22'-3" I A ◄ S3003; ' ~ CONSTR JT I 'Ill -..... 2 CONNECTION OF W10 W10x22 I S5002 TO CONCRETE ABOVE I (TOS EL 7.85) - / __ ---Ii -.... - ---- -I I I ; I'\. ""' f / -' I ~I ,-... I CXJ ~ L"'1 I N CD N EL -4.55 X _J /I 0 w ~ 3: (/) 0 I-,__,, I I I BRIDGE CRANE BM DN -t> lL (BY CRANE SUPPLIER) -E ~ -- - I -® I I LJ - -- -~---- ---SEE PLATFORM PLAN THIS SHEET j 2' -0" 15• -o" CRANE AND PLATFORM PLAN SCALE: 3/8"=1'-0" 6 7 E F 6' -2" D 1' -8" 1'-9" 8 B EL -4.55 -----2 9 1 ½" FRP GRTG SEE NOTE 3. 8T @ 10'=6'-8" 9 R @ 7½"=5'-7½" C1Ox15.3 DN C1Ox15.3 C1 Ox1 5.3 DN --fl-l--t---+-+-+--+---t----t------t------1-t---t-----t--1J ~ 10 HANDRAIL SEE NOTE 1 ~ X 0 I ~ I u 2 __,._S_5_0-04-< ( TYP) ~-TOG EL 1.07 0 I t') N ~ SEE NOTE 2 9 S5002 T OC EL 10.45 --+-----/ X 0 ~ 1 ' (TYP) • S5002 4 7 0 ,,,,---..... I I \ N J ' \__ J -.... -- ct_ --2 0- LADDER -\ --7 ,-... CXJ = ~ N CD N X _J 0 w -~ ✓7 3: (/) 6 0 -I-,__,, 7 I S5001"-(5001 S5002 1 ----r---.... / / ' ' \ ' , I ' I \ I 4'-0" ', / ' ........ 5' -o" -- 4 0-4 (TYP) S5001 NOTES: 1. SEE OCSD STD DWGS S-130 AND S-132 FOR HANDRAIL DETAILS. 2. PROVIDE ADDITIONAL HORIZONTAL RAIL AT THIS LOCATION. TOTAL HANDRAIL HEIGHT IS 5'-0" TO CENTERLINE OF TOP RAIL. 3. PROVIDE GRATING STOP PER DETAIL 2, SHEET S5001 & KICK PLATE PER DETAIL 5, SHEET S5001 CD I N ? ' 3' -4" I . W8x10 ,-... Q_ >-I-,__,, '\,t ..... ~ X -tj-_J I r,:::!::!:::::::!:::---=--=:::::!::=t=::"::=':F:!:::::::::!:::-~":::!::::::::!:::::,j'u 14T @ 10"=11'-8" 3' -2" 15 R @ 7½"=9'-4½" STAIRWAY PLAN SCALE: 3/8"=1'-o" - 5 3 8 (TYP) (TYP1/ (TYP) I S5002 I S5002 S5002 ' /4 SPCG @ 3'-9" = 15'-0"/ L 3'-2" -.... / --I / --I t ;I/ I I l f-./ -v 0 0 ... ~ ~ N X X N CXJ CXJ X 3: 3: -tj-~ W8x10 ( I\ 3: - 6 \ (TYP) I✓ S500_3) W14x22 /' - ' I [)... W6x15 0) ' t <I.T. C +<J: "' ~ S3001 0 ~ X CXJ 3: W8x10 :'J ,..., I ix 4 ,(TYF) :'J-1--S5002 \,- '-!= I_J I\_ ,'..,, ~ NI N 0 X I -tj-~ l"l 3: 1 ½" FRP SEE NOTE GRTG 3. HANDRAIL SEE NOT E 1 "' S5 3 004 ,i.-,, I C1Ox15.3. 0 ~ X CXJ 3: l"l I.[) = ~ CD DN X < 0 I 0 I > ;,-~ < u l"l tr ) ( ! EL -13. 93 I / 1--.. -®r'~. \ u ' K -C10x15.3 I\ ~I 10 -..... -S5002 14T @ 10"= 11 '-8" \ 12 21-0U 15R @ 7½"=9'-4½" I (TYP) 'S5002 PLATFORM PLAN (TOG EL -4.55} 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. CRANE, PLATFORM AND STAIRWAY PLANS 5-52 DRAWING NO. S1003 37 OF 103 A - B - C - D 0 "Cl ., .!l 0 ~ ... ... z 0 < .... _J u a. ., I ..c: ::::; Ii:: I C'-1 w I() en I ::, I() "' E :t a:: "Cl Cl -,i (D Cl a (.!) a I vi C'-1 I I() C'-1 I I() I() I ,. u -::, ... 0 .... rn z / < ., _J .... a. ·;;; I 0 en a. I E C'-1 0 I() 5;-I .... I() ::, ~F (D I w rn a:: < X / .... ., ., ... .... en E < 0 -.j- I ~ .. ~ -.j-~ ;!-r--I') a -.j-a ,_ C'-1 ..., <Xi a a:: ~ ~ a. ., z en ,.;_; & ~ I-MARK < Cl Cl 1 I 2 I 3 I 4 I 5 I 6 I 7 I B E F 9" WS (TYP) -~\ 7 0-...-------------------.-\....--------------,--------, C ~ S3002., .... -,-/EL -4.23 / EL -13.15 --"'- ' ,,,--FILL THIS AREA ✓V W/ LEAN CONCRETE TO FINISH GRADE ELEVATION 7 0-~ 1~-+---EL -14.30 EL-15.29 _,.... / - CUT 2" ¢ HOLES FOR-+--~~ EL -14•55~ t0 ULTRASONIC SIGNAL Tt1r, ------t-----~~::::::::~aF==========r========;~¥c~=====~~~======:~~===========~ \~---+--+-~ AND SUMP PUMP -:..t-'--s ~ -' DISCHARGE PIPES ~ ['-.. ,_ 2% SLOPE 6'-0" 6'-0" SEE DWG M3005 B I ~ S3001' .... 0 I I{) 0- RECORD DRAWING I . DESCRIPTION I 8" I l'-._2" FRP GRTG -EL -14.30 ' ~ l'----SUMP EL -18.30 ... C ◄ S3003; '1111111 4' -0" 16'-5" 1 '-0" __ ,___l ' 0 I .... -- 6 \ 7 LADD:~ , ,--... s5ooy s5001 ~~ -- r--- 1 I{) ~-~ --i--- -- --i---------+----I---'- (TYP) PUMP PAD (TYP OF 3) EL -13.93\ 7'-0" 1'-9n 7 3'-0" I 22' -3" .o11 _____ ____, A ct_ CONSTR JT ◄ S3003 '1111111 BOTTOM 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. ~ ,ANl•Ary-,_ DESIGNED BY· Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE Liff LEE&RO. Inc. ~ ,":':7} ORANGE COUNTY ~~~· SANITATION DISTRICT )3/0~ DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) '<.fu:r ~ I I I I I .oil 8 .... 1 ... - - 1 I I = (0 I N a w I 9 I 10 NOTES: 1. PUMP PAD SHALL BE PER PUMP MANUFACTURER'S RECOMMENDATIONS. 2. SEE OCSD STD DWGS S-112 AND S-113 FOR PUMP PAD INSTALLATION IF PUMP PAD AL TERNA Tl VE IS NOT USED. 3. PUMP PAD SHALL BE PER PUMP MANUFACTURER'S RECOMMENDATIONS. D.. :;,;; :::) D.. ~ I I I I ----+---t------t---+--~ PUMP a w I EQ I EQ 1.8".I. 1 '-8" .1.8 ... 1 PLAN PUMP PAD ALTERNATIVE SCALE: 3/4"=1'-0" NOTE: SEE NOTE 3 D.. (/) :;,;; z :::) 0 D.. (/) 4 (TYP) S5004 (4)3/4"¢ ANCHOR BOLTS W/ 8" MIN ri EMBEDMENT f-----ir---+------...:-- +- ! L I.-, #5 @ 1 o" (TYP) • __ __ 1 1 CENTERED 1.1 ~ #5 @ 1 o" • z 0::: w w :;,;; D.. - ~ SEE EL 0 ON DWG S3001 --+--r h ---+-... 1_ ,__ \.~ ROUGHEN !SURFACE (TYP) ':' i1 1 <J Ll I , ..___, I Ll -,._ --<J >-r-<J ., X :::) Ll <J ©00 . D.. 0::: . -WCJ 1 ,SECTION -SCALE: 3/4"=1'-o" REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. BOTTOM PLAN S1004 38 OF 103 I I ...._ ...._ - '-a .... 0 ., ..c: 0:: w en ::, 1 A B C D 2 A 4 '° I n OCI '°= @<r 0::: (',J s:t-II = r--- OCI = ~ ~-CJ) @1 I-(',J n II FG _,,,_,,,_, S! ~ ll~ill~illr 8" 4' -o" 1'-1" 7 l ----~ ~----7 : I I j I I I I I ~----1 1 1----7 I I I I I I I ]L ____ l L----- I I I I I I I L __ 11 : A PATIO PLAN 1 SCALE: 1 /2" = 1'-0" GUARDRAIL (SEE ARCH DWGS) '---'------------l SECTION SCALE: 1/2"=1'-0" B 2'-6" TYP S1001 3 4 4" #5@12EW EL 10.45 co -I f""~I 11:c.w I Ir~ z ::;;; -·••-•11==1 • k • ► ► k k 5 EQ I -I #5@12EW _j ► <D I n tXJ k ~ • I I #3x2' -0" LG (TYP) SECTION • SCALE: 1/2"=1'-o" 6 7 EQ r GUARDRAIL PER ARCHITECTURAL DWG A5003 EQ EQ 6" I 8" TYP I I - k k ~ #5@12 EW, TYP SECTION A SCALE: 1 /2" =1'-0" D #5 VERT (TYP) 1'-4" 1 '-8" SQ. OPNG * VERIFY W/ PANEL SUPPLIER 2'-6" TYP ,_ #5@12 EW , #4 NOS I ·1 / TYP kN·1 2 #5' • I!" /~ -s k • ---C:::,7 • ~~ ~~11r=1 k ·"9 ' lJ /MASONRY WALL 2-#5s ING 8 9 g" 2' -3" CJ) = CJ) 4' -3" g" 10 2-#7'S BOTTOM 2-#5'S TOP, TYP _j 2-#7'S BOTTOM 2-#5'S TOP, TYP #5, T&B, 5'-0"LG, TYP DISCHARGE MANHOLE PLAN 4 SCALE: 1 /2" =1'-0" • • #5@12 EW • (TYP) 2-#7'S • • • • • • • • • • STD HOOK, (TYP) SECTION SCALE: 1/2"=1'-0" • • • • • • #7@12 EW #5@12 EW C C5002 --#7@12 EW #5@12 EW EL 8.41 • 9" (TYP) • • EL 4.41 • (',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. 39 OF 103 0 ""C ., .0 0 '- '-0 .... u ., .c ii:'. w (/l ::::i A B C D "' E 3:C,: -cO • [D ~ 0 0 C) 01 l'J N (/l Ii) I I ~ Ii) I ,. u ::, ~ !, 0 C/J z /<I'.. ., ...J =!= a.. en I 0(/l a. I EN 0 Ii) ul ~ Ii) lil <ii F I u.. C/J w <I'.. a,: _,,x .... ., ~ .... (/l E <I'..~ I :: ~ 1 F VARIES :ill .. ;ill, 'jl I • =ill #9@12 EF (TYP)----=111 • • #9@12 EF W/ DOWELS (TYP)-- 0 D... I <l'. <O _J - -,11 ~ "" • ~. • • • • • • • • .. I";. . • ' • • • • • • • . • • • • • • • • ' • • • . • • • • • • • 2 LO W10 I #5@12--~ SEE NOTE 6----,-. 3 D • I 4 5 ~---#7@12 EW, STD HOOK, TYP 3-#7'S ,----- TOG EL 1.07 TOG EL -4.55 -- 6 ~-STAIRWAYS SEE NOTE 1 7 C B A TOC EL 10.45 -- -- • • • • • • • r1'----l+---SEE SECTION C/S3002 • • FOR LOCATION • • • • •. • . : . '• • • ·1 • i • • • • 9" WS (TYP) ~ : : 0 D... I <l'. <O _J ~ . . 8 9 10 NOTES: 1. REFER TO OCSD STD DWG S-135 FOR STAIRWAY INSTALLATION 2. REFER TO DETAIL 5 ON S5001 FOR KICK PLATE JOINT 3. SEE OCSD STD DWG S-130 FOR ALUMINUM HANDRAIL CONSTRUCTION. 4. FOR LAP SPLICE LENGTH, SEE DWG S0001. 5. THE #7 ANCHORS SHALL BE EPOXY GROUTED INTO TREMIE SLAB AFTER PIT FOR PUMP STATION IS DEWATERED 6. SEE DWG E1001 FOR INSTALLATION OF CONDUIT IN TOP SLAB. ELECTRICAL CONDUIT SHALL BE PLACED IN THE MIDDLE OF THE SLAB. NO REINFORCING STEEL SHALL BE CUT IN ORDER TO PLACE THE CONDUIT. 7. PUMP PAD SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SEE DWG S1004. PIPE SUPPORT~ (SEE MECHANICAL DWGS) HANDRAIL SEE NOTE 3 1 1 /2" FRP GRATING ~ KICKPLATE~ SEE NOTE 2 "..... W8 ~ _,,.r-; W1 4 "..... W6x1 5 / J.,---,-,----F~~~~~~===========IJ.----3 /1 6 STARTER WALL • • EL -12.73 / #9@12 " STARTER WALL EL -12.65 EL -13.40 EW, T&B EL -12.65 /y ;: I ----EL VARIES 9" PVC ws (TYP)~ • • ' L.-.--.--. -.--.----'--. -.--. L__.--.--•• -.. -'-·.~ .-. -. -.:-.-. -.. L__~.-. -.. -._-.--'-.--. -.----1.,-.-.--.--'-. _.L.._.--.--. -.--.-=-=--'. "--"-'.='--. -.---+✓.--. -.--.--. -.--. __ __J ...... ., .. . . ..,·4.. :1.., • ' . • BOC EL -19.30 • / ---#7 TYP(40 TOTAL) SEE NOTE 5 -- • r--0 D... I >- N t::, • • • • • • • • • • • • r-- 0 D... I >- I<) t::, - • • • • • 4 •tf'. STD HOOK -- ---- . . . .. . . . • • • • • • • • • • • • • • • • • • J> \~.-+--STD HOOK (TYP) SEE NOTE 4 .!_! :!J.J ·.!JJ: ,.!JJ: -111-111-111-111-I I I- SECTION B B SCALE: 3/8"=1'-0" S1004 3/16 SECTION C SCALE: 1 "=1 '-0" S1003 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. st~ o...,.._ ______________________________________________________________________________________________________________ ,.__ / r--1') 0 st 0 ,.N -, . 0 DO a,:~ 0.. a. /a, :z (/l A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -04/28/04 I • LINE IS 2 INCHES s I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L;Jf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION STRUCTURAL SECTIONS -I PROJECT NO. 5-52 DRAWING NO. S3001 40 OF 103 0 "O ., :i:i e ... 0 .... u ., .c 0:: uJ V) :::l A B C D "' E 3: 0:: "O 0 • ID No 0 (!) ~ I Vl N I in NI ll) ll) I ,. u :, ~ .::, 0 Ill Z /<( ., _J :=: a.. Ill I 0 V) a. I EN 0 ll) ~I .... ll) lil en F I u... Ill uJ <( 0:: ,,.....x .... ., ., ... .... Vl E <( ~ I :: ~ 1 EL -13.15 B ACKWALL FILLET BOC EL 19.30 (l'.'. w z (lJ <( >-C) __J (lJ (/) (/) w :r: 0 w I--0. C) :;a w wz (l'.'. 00'.'. I-0 :r: (/) 2 E EL 7 92 . . • ':::] .'<3 .. ~ ' s • "<J • • ' ·• (EAN .. s . CONCRET.) • • ' "<J . '• i EL -1.96 1"¢ OPNG .• • 6"¢ OPNG • EL -11 :\ " • • • ~ .. EL -12.40 • . •·. ~ . ~ EL -13.82. • . . . . . . . I .. t, • . . • • ~ ---' ~ 0 0. I >- -;.. ' I- • • • • • ~ 0 0. I >- n I-.._, • . . ,:\ . • . . ' 3 4 5 6 TT~~) / LO / 4-#7'S (TYP) ;H-20 RATED COVER (TYP) #3 TIES @ 6" SPCG (TYP) 1///////////// ,1 v/////////////f / ~//;:,,?' ////////1 V /////////////( V /////////////( V '/////////// A t D D EL6.10 D D • • • • . -· ~ -- ,. \ 9'-2"4'. . r I . 2· 2. I \_CJ • • 4"-CI-SS (TYP) 9" 3'-2" \ • • • • I\ 1 '-4" ' • • SWELL STOP @ CJ 61 ~· • /I • • '-.JI • • i EL 1.84 i EL 1.84 9 • C! 4"¢ OPNG 2"¢ OPNG 2~.. . I • • 1 '-5' 4' -8" 6'-0" • • 9'-1'' 11'-5" >-~ • • • • 6" 13'-4" • • ' v ' R=2'-10" n • • I v• • . / • • ~ <D > I . ' • • 7, ,., --~ ' ~: • • • • <.J',, • • • • • • • • • • • ;5;;2 1~~_/ • %" e <J q • • % • • • .,;:>, • • 9" 6' -0" 6' -0" % • d . . • • ' #5x3" -0" LG W/ • • "il' ,, • "' . R=4'-7" % #5@12 EW 6" MIN EMB • • R=4'-8" ~ • • • y % (TYP) 4 TOTAL % • • • • • 3" CLR " • ·n % • • • -SLOPE ( 4: 7, V: H) y • • I • . %. .• t, t, • • ~ % •. ..• • • ",¢ ••. • • I' ' I' " • ' .,I I ' .,I -'"2'•/. • • • / • • • • ' N • . t, • I • '-/ . . . . • I y ~i ~ EL 13.15 I 4' • • • • , . • • • • • • ., "' ' A -R=1'-11" • • • • • • • • • • • • • • • • • • • • • • . . • • .. . . . . • • • • • • • • • • SIDEWALL FILLET LI • • " -1 '. 7"";.811 •.. • .• • • • I CENTER SPLITTER . . " . I • • --STD HOOK .• . d LI • t, •. (TYP) • d . . . . . • .. ~ ~ ~ ----~ ~ . , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • d <J • . .• 4 .(1 d . <J • .• d • . . " #7 (TYP) 40 TOTAL SEE NOTE 3 #9@12 EW, T&B •• . . .. d • SEE NOTE 5 ON .• . .. "' . DWG S3001 ~ SECTION C C C C SCALE: 3/8"=1'-0" S1001 S1003 S1004 S3001 7 EL 8 08 . TOC EL VARIES :;:;:I I I:-' i'~1 SWELL STO v ~ I =TT #9@12 EF i' 111 I (TYP) II II I I 111 EL 3.86 p @ CJ W/ DOWELS 8"¢ OPNG 111 11 ~=11 1= I/ 1111µ 1- 0 I <D #9@12 EF ( TYP) CIRCULAR TO TRANSITION ( EL -4.23 0. <( __J STARTER WALL EL-12.65(TYP) RECTANGULAR SEE MECH DWGS) STD HOOK (TYP) 8 9 10 NOTES: 1. ALL DIMENSIONS ARE FINISH DIMENSIONS. CONTRACTOR SHALL ALLOW FOR LINER THICKNESS AND POUR CONCRETE ACCORDINGLY. 2. APPLY LINER TO ALL CONCRETE SURFACES. SEE SECTION 09800, PROTECTIVE COATINGS. 3. FOR LAP SPLICE LENGTH, SEE DWG S0001. 4. BOTTOM OF WETWELL SHALL BE FORMED OF STAINLESS STEEL. SEE SECTION B ON M3005. 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. st~ o---lto----------------------------------------------------------------------------------------------------------------------..,._-/r--. "1 0 st 0 ,.N -, . 0 IX) 0:: ~ ~g. Z Vl .. w (!) I-;= <( 00 A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Vanderzee, Mork -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -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 "A" STREET PUMP STATION STRUCTURAL SECTION S-2 PROJECT NO. 5-52 DRAWING NO. S3002 41 OF 103 0 ""CJ ., e .. 0 .... ~ .c a:: w en ::::, A B C D "' E 3: a,: ""CJ 0 • [D I') 0 0 C) 01 l'J N en in I I ~ Ii) I ,. u ::, ~ !, 0 C/J z /<I'.. ., ...J =!= a.. en I o en a. I EN 0 Ii) ul ~ Ii) lil <ii F I u.. C/J w <I'.. a,: ,,,,-x .... ., ~ .... en E <I'..~ I :: ~ 1 2 3 4 4 3 Q) 1 t% V ~ V, ~ v ~ ~ ~ BRIDGE CRANE ~ ~ W10x22 BEYOND #7@12 ~ #7@12 EW, v s·-o·f"\ ~ T&B\ V, #7@12 ra V, 6' -0" TOC EL 10.45 78'-o" '/ I ' . .. • . .::i .• . . . . . . . . . . . . • . . ..... • • • • • • • • • • • •• • I SLOPE ~I 11,,, 111,, i' 11 ·, • • •• • I I ' :111 .. z~ • • • • ,. C: = . . ' • -• =111 • • -• • • • ...... LCJ -. • • • -,11 • • • • • • <> (r')-fi) -> • @ 6.10 • -I I • . • • • • • • • 0 I ~ #9@9 EF I~ I I • • -L[)-• • • • W/ DOWELS "' ,,. • • • • • • -- TOG EL 1.07 • • • • • • • • • • • G' #9@12 EF~ • • • • 1' 1" • • =~ 0·-10?\ ~v • • • • • I/ "' • • I I • • • • n - • • • • • • TOG EL -4.55 • • • • • • • • • • / --• • • • • • #9@12 EWEF • • W/ DOWELS • • • • 0.. <( • • • • •, • _J ,.---._ 1 I 0.. >-• • PUMP PAD • e ~( ~ !!;> • 0 I- I '-' SEE DWG /2 <.D • • S1004 • • \ • • EL -13.93 5" • • . ~ • • CLR-• STARTER WALL I I EL -14.30~\ I I EL -12.65 /I ;, / • ' I • I 9" CLR (TYP)/ • • I r • • • • • • • . .... • . • •. -< L. .. 9" PVC ws • . . • • • • • • • • t • • • • • • • • • • • • .. " ' , STD HOOK ., (TYP) • ' ---,.--.._ -. • 0 0.. ' •• . I >-. . . .t I-.· . -.. N '-'. ••• ·/. BOC EL -19.30 • • • • • • • • • • • • • • • • • • • • ' m c., A 4" CLR_J \. LL <1'. z O'.: . . -A • ,.--.._ • "'· • · .. 0 _J_w '·. • :0 0 Cl.. ·" • ,· I (/) 0::: z • .. -II •.• • ... I >-•• ' ' "'t;,, r.. ··_ : .. :r: 0 .. w:r:G I-I-• .• ") '-' . • . . Cl.. :::;;: (/) (/) '· •. -~ . .!'.! •. <1 .d h. ~.,I:?,..~• ·. w w ·4,d . l>_r;. 0 W >-O • <1, d'. ... ' g,m • A "' • • • . . , , . . .. ·• . . u ~ill, iill~ill ill' u ~I I I 1 1 i' I I 1 1~1 I 11~ i' I I~ 1 -- - - --J 11-... 111-... 111-... 111-... 111~ #7 (TYP) 40 TOTAL SEE NOTE 5 ON DWG S3001 SECTION A A SCALE: 3/8"=1'-0" 5 TOG EL 1.07 ( / \ -- • • 6 7 8 9 10 S5004 TYP ,,--..---<-FLANGES ALSO C10 NOTE: HANDRAIL NOT SHOWN FOR CLARITY -H-20 RATED COVER 1111,.ill ... 111~ ·1 11: TYP,,-. V ¼ - 01 I 1= -TOG EL-4.55 --111 1 ½" 1 /#9@12 EF W/ DOWELS v #9@1 2 EF INV EL -4.23 18" OPNG L3x3x1 t4@12 TYP) 8" MIN EMB <.D I N STARTER WAL L EL -13.15 EL -12.65 zm N -::;;; ::;;; w ~ WALL 6 STD HOOK (TYP) #9@12 EW T&B ~ X ") X ") _J W14 W8 • • W8 SECTION SCALE: 3/4"=1'-0" • • W8 B S1003 / 4x0' -5"LG --+----~ 3116 3 SIDES " 3/4"12> A307 r+t----BOLT 1 /2" f-=-=E~~~~~=t=~~==~ 2-1/2" I. , I, , I 2 -1/2" W8 OR W14 DETAIL 1 SCALE: 1 /2" = 1' -0" 1 ½" 3½" 1 ½" PL 3/8x3x8 --1----'1"--3 / 4" 12> A30 7 ~ BOLTS 1/4 SECTION D SCALE: 3"=1'-0" W8 • • EL 10.45 I I[) f I STD (TYP HOOK___/ ) .1 A I V 2-#7'S I \ ' II 3" #3 TIES@ 3" 6" MAX V V SECTION E W8 SCALE: 3 /8" = 1' -0" S1001 2 #9@12 EF #9@12 EF W/ DOWELS 1 TYPE "B" S5001 0 Cl.. I <1'. <D _J 1-1/2" FRP GRTG -~ 1 TYPE "A" S5001 g" ws STARTER WALL ...._ ___ ---+ EL -12. 65 • • • • • • • • #5@12 EW #5@12 EW #9@12 EW #9@12 EW #9@12 EW f-- 4" CLRI • • • 3' -0" • • EL -18.30 • • • • • • STD HOOK (TYP) BOC EL -19.30 (TYP) SUMP SECTION C SCALE: 3/8"=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. st~ o...,.._ ______________________________________________________________________________________________________________ ,.__ / r--1') 0 st 0 ,.N -, . 0 DO a,:~ 0.. a. ,,,,-., :z en A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· Vanderzee, Mork -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -04/28/04 I • LINE IS 2 INCHES s I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L;Jf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION STRUCTURAL SECTIONS AND DETAIL PROJECT NO. 5-52 DRAWING NO. S3003 42 OF 103 L. 0 .... u Q) ..c A B C D "' E :I= -0 5 0 I{) V) I N I{) I ,. u 2 1n / 0::: 2o ·en m 00 C.<.!) El ON (.) I{) /I ~U') lfl •• F I ~ Ill W < 0::: /X .... Q) Q) L. .... Vl E < C. '<I" 1~ 1 SST L3x3x¼ (CUT VERTICAL LEG TO SUIT GRATING) -----i-i------1/8" CLR MAX GRATING 2 1 /8" CLR (MAX) < -1 <I •.. , , A .. (DEPTH AS SHOWN 5" ON PLANS) <ii •.. L3x3x¼ • , A , , TYPE "A" ~~ TYPE "B" ½"¢ SST ANCHOR BOLT / W/NUT AND WASHER @2'-0" OC AND NOT END BAND¼" LESS THAN GRATING DEPTH -- \ LESS THAN 2 PER SIDE GRATING END, TYP NOTE: PROVIDE 4 SADDLE CLIPS PER GRATING PIECE GRATING SUPPORTS AT CONCRETE 1 /8" MIN SLIP JOINT PLATE 4" 7 DETAIL 1 NO SCALE S3003 KICKPLATE CHANNEL 1 /8"MIN. FLANGES & WEB r==~~io=l---1====:==r===, ~--1-tr 1 /8" X 3-½" X 2-¼" SST BOLTS-~ O' -4" LG (EACH SIDE) DO NOT FA STEN THIS SIDE 1'' I I t q SECTION NO SCALE KICK PLATE JOINT DETAIL 5 NO SCALE S1003 : ~ N ;,- : ~ A 3 ¼"x DEPTH-OF- GRATING STOP BAR (MTL TO MATCH STRUCTURAL MEMBER) 4 5 ,__ __ HANDRAIL AS SHOWN ON PLANS ¼" CLR GRATING X <{ ~ u ¼ 2-12 ,__ __ STRUCTURAL MEMBER AS INDICATED ON PLANS NOTE: 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 A I - "' ,.-... (/) (/) ,I WW GRATING STOP DETAIL 2 NO SCALE S1003 - j - X WELD T L~ WALL W 5 8 IN FLUS~ S E 3" ANCHOR STRAP, Q,ER & FA STEN TO ' DI A/316 SST BOLT LL W NEOPRENE WASHER & SL EEVE. ANCHOR INTO GROUTED CEL ¼ -¼ X :J L AT MASONRY CONST. TOP RUNG 4" -----~ BELOW LANDING LEVEL 6 y I . y . I NOTES: 7 BEND AS REQUIRED AT JOINTS OR OTHER OBSTRUCTIONS BAR y SIZE GRADE 60 4 12 5 15 6 18 7 24 8 30 "y" IS IN INCHES 1. CUT NORMAL REINFORCEMENT CLEAR OF OPENING 2. DIAGONAL BARS TO BE PLACED: A. AT (t OF WALL OR SLAB WHERE ONE LA YER OF REINFORCEMENT IS PROVIDED B. AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED 3. UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF THE LARGEST NORMAL REINFORCEMENT BAR CUT DIAGONAL REINFORCEMENT AT CIRCULAR OPENINGS 11" AND SMALLER DETAIL 3 NO SCALE VAR 8" 8 > 9 10 3/4" CHAMFER I 3/4" CHAMFER I • • • ... 4 .. • / - . ' . .· . . 0 • • _q V • ' . • q • . • • • I SPLICE LENGTH (TYP) STANDARD HOOKS . • . . . < ,4 ••a > ► . • . . .. • .' • .. • ~ _q V ,• I SPLICE LENGTH (TYP) AL TERNA TE DIRECTION OF BEND ~ • .. • • • • 'II ••• ·,A.. •. 4 .. .. V DOUBLE CURTAIN STYLE REINFORCING AT CORNERS AND INTERSECTIONS DETAIL 4 NO SCALE S1003 A I I I I I I I I I I I I CLAMP BRACKET MAY BE REVERSED TO ACCOMODATE RUNG SIZES OF 3/4" TO 1 ¼" WITH STANDARD ' . .,, \ I .,, ENLARGED VIEW I I .,, WITH SAFETY I I POST UP AND I I • LOCKED I I I I 2" BOLTS FURNISHED. LARGER RUNG SIZES WILL REQUIRE LONGER BOLTS. PULL-UP LOOP 7 f~·x LADDER OR RUNG 2¼" FROM TOP OF RUNG 18" u-<{ <{ 0 <{IY CJ) 0... <{ 0... ~:l: ½ x 4" BAR SIDE RAILS---, I VINYL LIFT HANDLE STAINLESS STEEL MOUNTING BOLTS 3/8-16 X 2" -~ N CJ)> ~ __J:r: \ @ <{I- ::::> CJ '\. CJ) oz CJ w~ \ z '-' ::::> '\. IY 4" I I ' -' - X <{ 0 ~ z ::::> 0 0 °N ~ -.,, , I .. ' .,, <{ uo IY 01-I-CJ) :o IY Ow lu 0 • <{ :r: 'St IY u @rn z <{ wW ' ulY I <i::w o...I --CJ);;: 0 0 I ~-- I FASTEN TO WALL W/ 5/8" ST STL CONC ANCHOR LL CORNERS ROUND A SMOOTH-TO 1/8" RADIUS LID RUNG W/ N 1" SQ SO TREAD 0 EXTEND THROUGH PLUG WE TOP SURF ACE. HALF WAY RAILS AND LD(TYP) . ,, . ' ,,. -, .,, .,, ,,,, ,,,.. A 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 VAR \ '\. ' I Cb - ,~ r:i ..... L~ -, D ' • /, -'-E· L ,,. . ' .,, I -?' , ,,. . " • . ' ,,. '\. CIJ I -st- ;,- ,- .,, . SIDE VIEW BALANCING SPRING -~ SQ TUBING LOCK-UP BRACKET ~-1½" (SQ TUBING FRONT VIEW ADJUSTABLE MOUNTING CHANNEL--~-. LADDER UP SAFETY POST DETAIL 7 NO SCALE VAR ADJUSTABLE MOUNTING TO FIT LADDER W/ RUNG. SPACING UP TO 14" CENTER TO CENTER 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" c'-.i o---1~--.-----------------..--...... ---------------..... --------.-------------------.----------------------...... ---------------------..... --------...... -/r--l'l o '<I" 0 ,.N .., . ooo o::~ ~g-z Vl &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -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 "A" STREET PUMP STATION STRUCTURAL DETAILS - 1 PROJECT NO. 5-52 DRAWING NO. S5001 43 OF 103 0 ""O Q) :0 e ... 0 .... u Q) .c A B C D Cl E ;i: ""O N 0 0 IO VJ I N IO I ,. u 2 .... 1/1 / a:: 2o ·oo m 0 C, C.(.') El ON () IO /I ~l() cil .. F I~ 1/1 w < a:: /X .... Q) Q) ... .... VJ E < a. "<I' 1~ 1 2 i PL, W10 PL 3/8x6x4 W/ -"""' LSH TOS 'c-. o -+---+----"'----~. ,!fl 3/4"9l A307 BOLTS 1/4 TYP 3/16 1 ½" L3x3x3/8x 6" LG -----+-~ 12" DETAIL 1 ½" 1 PL ½ x 12 x 1'-2" 5/8"9l ADHESIVE ANCHOR W/ 5 5/8" MIN EMB (TYP) SCALE: 1 1/2"=1'-0" S1003 PL 3/8x9x4 W/ LSH (i;. PL, W14 FOR 3/4"¢ BOLTS ~ • ~ N ~ ~ n n ¼ PL ½"x12x1'-2"-- 5/8"9l ADHESIVE-- ANCHOR W/ 5 5/8" MIN EMB (TYP) ✓ ✓ ✓ 0 \' ,. / -1-/_ r--..__/ - V---/ ?_ , ✓ ✓ ✓ , ✓ ✓ ✓ I DETAIL 5 SCALE: 3"=1'-0" S1003 5" 5" ~ -+-----+---- ii • ~ ~ ~ ~ 1 ½" TYP 3 4 5 5/8"9l ADHESIVE ANCHOR W/ 5 5/8" MIN EMB (TYP) ½" p L -------.__ / L3x3x¼x O' -6" LG (TYP) TYP ;,¼,-----17 ---,;;:--___ W14 n f-------------; TOS EL 7. 85 W10 DETAIL 2 3/4"9l A307 / BOLT (TYP)_/ SCALE: 1 1/2"=1'-0" S1003 1 ½" ~-W14 OR W8 (PER PLAN) r+---L 4x4x¼xo' -6" LG EA SIDE OF WEB W/ 3-3/4"9l A307 BOLTS EA LEG <J 6 i PL, L3, W10 N 7 PL 3/8x6x4 W/ LSH FOR 3/4"9l BOLTS i W8, PL n 0 i -~-+-----+++-+- 3 / 4" 9l A307 BOLTS ¼ DETAIL 3" 3 SCALE: 3"=1'-0" S1003 1 ½" FRP GRATING N 8 ~-PL 3/8"x8x0'-9" ½"Ill ADHESIVE ANCHOR W/ 4½" MIN EMB (TYP) 1 ½" I I I I I I W8 I ~,.____ 3 /8" PL n DETAIL 6 SCALE: 3"=1'-0" S1003 L3x3x1/4x0'-6" LG ~ • ~ ~ 3 SIDE 3/16 ,'.j .Ll t'J· Ll • ½"¢ ADHESIVE ANCHOR W/ 4½" MIN EMB. (TYP) SPACED @12"C-C, 3" FROM ENDS, MIN 3 PER ANGLE L4x3x¼ LLV DETAIL 7 SCALE: 3" = 1'-0" S 1 003 C10 ------------, L ____________ .J I Ld---'<-----"{\. 1'' MIN DETAIL 8 SCALE: 3"=1'-0" S1003 ¼ <l_ L3, ½"¢ A307 BOLTS 9 W8 10 1½" (TYP) W8 L 4x4x1/4x0'-6" LG EA SIDE OF WEB W/ 2-3/4"9l A307 BOLTS EA LEG DETAIL 4 SCALE: 3"=1'-0" S1003 L3x3x1 / 4x0' -6" LG W/ 2-3/4"9l A307 BOLTS EA LEG-~ ------------~n 'N n C10 0 DETAIL 9 C10 SCALE: 3"=1'-0" S1003 --+-+-+---H-"1-----+-+-t--~-i ½" ¢ ADHESIVE AN CH OR -------------, L ____________ .J PL ½x8x10-~ C10 BEAM DETAIL SCALE: 3"=1'-0" W/ 4½" MIN EMB "+----PL 3/8x4x6 W/ LSH FOR 3/4"9l A307 BOLTS ¼ 10 S1003 ½" 5/8"¢ ADHESIVE ANCHOR W/ 5 5/8" MIN EMB DETAIL 1 1 SCALE: 1 1/2"=1'-0" S1003 3 SIDE / 3 16 :c,,::: z O:'.'. I (/) I z I-0 ::::i z 0 • O:'.'. ~ (.'.) r r------------., L ____________ ...J I' l:i " s;J II .u . DETAIL "--I--5/8" ¢ ADHESIVE ANCHOR W/ 5 5/8" MIN EMB 12 SCALE: 1 1/2"=1'-0" S1003 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. "'c-i o---1~--------------------------------------------------------------------------------------------------------------------..,._-/r--l'l o "<I' 0 ,:'.?-N -, . Q<Xl a::~ ~g- ZVJ A MARK RECORD DRAWING DESCRIPTION DESIGNED BY· Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -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 "A" STREET PUMP STATION STRUCTURAL DETAILS - 2 PROJECT NO. 5-52 DRAWING NO. S5002 44 OF 103 0 ""O ., 2i e .. 0 .... 0 ., .c 0:: LJJ VJ ::, A B C D O' E ~ ""O rri 0 0 It) VJ I N It) I ,. 0 2 1ii /o:: a, Cl ::: OJ m Cl 0 (.!) c. I EN OIO ~I .... It) lil <ii F I u. "' LJJ <o:: _,....x .... ., ., .. .... VJ E <,8 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//V// V:;; //// // / / / / / / I/ / / / V / V / / V V / // / // V / / V v/ / / V I/ ~ / / '/ /,. // / • V I/ / / / _l'.'..1../i .I' / // ~/ /I ,. l MASONRY WALL CORNER REINFORCING DETAIL DRILL 1''¢ HOLE FOR CHORD REINF 3/16 NO SCALE 8" EXTERIOR WALL 5½" • S1001 ~-ROUT FILL BEAM POCKET \UILT-UP ROOF 3 SIDES (TYP) 2" RIGID INSULATION MTL DECK 1" DRYPACK--_ij~~~~~=/=====j • W8 OR W12 ¼" STIFF PL EACH SIDE PL ½ x 4½" x 1'-0½" LG ---,,ROUT ~-2-3/4"¢ x 12" AB SECTION 4 NO SCALE S1002 4 2' -6" (TYP) 1'-0"1 (TYP) I 5 <J • • • <J ••• • . 4 .. • . 4 •• TYPICAL REINFORCING FOR MASONRY OPENINGS DETAIL 2 NO SCALE S1001 6 VERTICAL REINFORCING, SEE STRUCT ORA WINGS ---t--,4---- 7 LINTEL BEAM OVER MASONRY OPENING (SPAN UP TO 6 FEEl) SECTION A NO SCALE 8 2-#5 CONT TOM EL 16.97 ADDITIONAL #5 ( 4 EA WINDOW) -ADDITIONA L #4 CENTERED ONRY 2' -8" SQ 4" MASONRY-FLUSH WITH INTERIOR MASONRY SURFACE-SOLID GROUTED ADDITIONAL REINFORCING AT FALSE WINDOWS DETAIL 5 NO SCALE S1001 (2 TOTAL) IN 4" MAS BLOCKS 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. FG --- . 11 8" CONC BLOCK I I A • I.& < I < . I . . . I . . A I A • .,, J~ I 1 • ·.:1 I ·.i I I .., I . .., . ' • .111. ...,, 9 MTL DECK L4x3x¼ (LL V) BETWEEN BEAMS MIN 2-BOL TS PER ANGLE AND 3" MAX FROM EA END 10 LEDGER ANGLE SECTION 3 NO SCALE S1002 POST 6 6 DF#1 X ' ½"¢ A307 THRU BOLT ' W/ WASHERS (TYP) v ,1/ SIMPSON STRONGTIE!:~~v:: WM3510, UNITED STEEL V/ -PRODUCTS COMPANY I I MPH2310, OR APPROVED ~ I EQUAL V/ \-, .r ~ r") 0 3x1 2 DF #1 ~ ...... . . " • I • 2" (D fl N :::;;: -#3 TIES ~ w SPCD @ 4" CC ~ CMU 16"x8"x16" (TYP) / #3 TIES @8" SPCG, I MAX, UON 4-#4'S W/DOWELS 0 0... I <( -..., _J CX) r -r - r - - - 111 11 . 0 • • • • • 5-#4 EW, T+B I /. . ----~ - --- I . 3'-6" SQ . I ARBOR COLUMN SECTION B SCALE: 3/4"=1'-0" VAR st~ o...,.~--------------------------------------------------------------------------------------------------------------4--/r--. l'lo sta _?-N .., . ooo o::~ ~g-z VJ &, RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY· Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton-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 "A" STREET PUMP STATION STRUCTURAL DETAILS AND SECTIONS - 1 PROJECT NO. 5-52 DRAWING NO. S5003 45 OF 103 0 "O ., :i:i e ... 0 .... u ., .c 0:: uJ V) :::l A B C D "' E 3: "O -,i 0 0 I!) V) I N I!) I ,. u 2 .... en ,,..... 0:: O> Cl :=: ID rn Cl 0~ a. I EN 0 I!) ~I .... I!) lil en F I u... rn uJ <( 0:: _,.....x .... ., ., ... .... Vl E <( .g I :: ~ 1 2 3 4 5 6 7 8 9 10 EL 34.12 CRIPPLE STUD \ (TYP) \ 800T162-54 LEDGER SLOPE TO MATCH ALL AROUND ROOF \ PERIMETER ARCH DWGS EL 27.12 NOTES: 7 V I /MASONRY / ._j PARAPET_/ r WINDOW (VARIOUS ELEVATIONS) SIMPSON STRONGTIE L TT20, UNITED STEEL PRODUCTS COMPANY L TS20, OR APPROVED EQUAL W/ ½"¢ ADHESIVE ANCHOR W/ 6" MIN EMB, 4 PLCS (USE ½"¢ A307 BOLTS THROUGH THE W8x24 FLANGE AT THE ROOF LEVEL) 1. ALL WALL FRAMING MEMBERS SHALL BE MTL STUDS 400S162-54. TOP AND BOTTOM PLATES SHALL BE 400T150-54. 2. MAXIMUM STUD SPACING SHALL BE 16". 3. ½" THK CDX PLYWOOD SHEATHING SHALL BE ATTACHED TO THE EXTERIOR OF THE WALLS W/ #10 SCREWS @ 6" MAX SPACING FOR EDGES, BOUNDARIES AND FIELDS. 4. PROVIDE BRIDGING FOR STUDS AT 2' -0" SPCG. 5. TRIPLE STUD ALL CORNERS. 6. SEE ARCHITECTURAL PLANS FOR LOCATION OF WINDOWS IN EACH ELEVATION. TYPICAL ELEVATION SECTION A SCALE: 1/2"=1'-0" S1002 NOTES: EL 34.12 WINDOW EL 27.12 EL VARIES 1 . CUT NORMAL REINFORCEMENT AT OPENINGS 800S1 62-54 ROOF JOIST @ 16" SPCG ,,__-MASONRY PARAPET i METAL DECK ROOFING MATERIAL 2" INSUL~ 1 ½" ROOF DECK W8 SECTION B SCALE: 1/2"=1'-0" S1002 TYP, TO BOTTOM ¼ 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 FLANGE C10 OF C10 3. OF NORMAL REINFORCEMENT IN THAT DIRECTION ADDITIONAL BARS AS, AND AS2 TO BE PLACED a) AT ~ OF WALLS OR SLABS WHERE ONE LAYER OF REINFORCEMENT IS PROVIDED. WINDOW b) AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF REINFORMENT ARE PROVIDED L3x3 POST-~ C10 DETAIL 2 SCALE: 3"=1'-0" S1003 4. ADDITIONAL REINFORCEMNT SHOWN AS SOLID LINES NORMAL REINFORCEMENT SHOWN AS DASHED LINE BAR "A" SIZE GRADE 60 4 19 5 30 6 33 7 37 8 37 9 41 10 45 NOTE: "A" UNITS ARE INCHES A~ I • I (TYP) -,, IE. - A5l ~ rf- (TYPC\L_ I -,'6:1 <( >---+-tq I ------+- I I 1---i _j__ _J SYMMETRICAL ABOUT <rs AS = AREA OF REINFORCEMENT 4-#5 DIAGONAL BARS (TYP) ,J-G r{, --1..q_, 0 ADDITIONAL BARSAS (TYP) 2 ~~-ADDITIONAL BARS AS1 ADD IT ION AL REINFORCEMENT AT CIRCULAR OPENINGS 12" AND LARGER DETAIL 9 NO SCALE VAR 4._ L3, ½"¢ A307 BOLTS <J-. fJ' W8 4._ L3, ½"¢ A307 BOLTS 3/8" PL (TYP.) 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 ~ ~ ~ y V 11 11 11 'y 11 1" MIN SEE DETAIL 6 ON DWG. S-5002 FOR BEAM CONNECTION DETAIL ~-----,-¼,--,----,.-----< ( TYP.) DETAIL 3 SCALE: 3"=1'-0" S1003 3" (MIN) ,i 1-1 2" 1 1/4" PROJECTION (MIN) (TYP) 1" THICK FOUNDATION ---'----+ PL <J • W/2 1 1 /2" NON- SHRINK GROUT SST ANCHOR BOLT Ct_ i"¢ A307 BOLTS 1 ¼"f-- N -+----______,. 0 __L ___ ----J<:j....C 0 C10 C10 BEAM-~ L3x3 DETAIL 1 SCALE: 3"=1'-0" S3003 ~----,,~----~AND PEDESTAL Pu-b~P_M_o_u_N_T-1N_G_B~A-S1E DETAIL 4 NO SCALE 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. st~ o...,. _____________________ ..... _____________________________________________________________________________________ 1-- ,,...-r---"1 0 st 0 ,.N -, . 0 IX) 0:: ~ ~g- :z Vl A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Vanderzee, Mark -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Cheng, Clayton -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 "A" STREET PUMP STATION STRUCTURAL DETAILS AND SECTIONS - 2 PROJECT NO. 5-52 DRAWING NO. S5004 46 OF 103 a "C ., .0 e ._ a .... CJ ., .c Ii::: w en ::::, A B C D "' E :I= "C 0 0 0 ::ii I N IO I ,_ .c CJ ., E /0:: ., 0 :!: al C/J 0 O(!) a. I EN 01() ~I .., IO lil vi F 11::i C/J a:: <x ,,..... .... ., ., ._ .... en E <( ~ 0 I •• - 1 2 3 4 VENTILATION LEGEND & ABBREVIATIONS SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION DOUBLE LINE SINGLE LINE {2o"x18" 18"\llt @ FLOW SWITCH ,20"x18" 18"w, C \, DUCT, RECTANGULAR OR ROUND MFR MANUFACTURER H t ~ SUPPLY AIR DUCT RISE CD ROOM THERMOSTAT t TYP TYPICAL [X] ~ ' SUPPLY AIR DUCT DROP W/ ' WITH 1,,1 t ~ -----WIRING AND CONDUIT RETURN AIR DUCT RISE SEE ELECTRICAL DWGS / VI t [Z] ' ADJUSTABLE LOUVER ' RETURN AIR DUCT DROP ~I t ~ EXHAUST AIR DUCT RISE v<] t I 0 ' ' EXHAUST AIR DUCT DROP -[Q]-CD{iSR (SI E)(CFM) CEILING DIFFUSER (CD) I [Q] RR{iRG/TG RETURN AIR REGISTER (RR), _____,,_ --(SI E) ( C FM ) RETURN GRILLE (RG), TRANSFER GRILLE (TG) 30% EFFICIENCY FILTER~ r7r--k,-------~--. SUPPLY FAN I 55EFAN053 I * OUTSIDE AIR INTAKE LOUVER @ 0 ---+---------.------1~ SUPPLY AIR FSL 054 CONTROL PANEL I ISCONNECT I I SWITCH POWER SUPPL y _f l CONTROL PANEL DISCONNECT--- SWITCH SEE ELECTRICAL DRAWINGS--~ PLC I TO ALARM ,--J I ,----------_J I POWER SUPPLY 2-----r--- 1 I I I I I I ---------------------------------~ TO ALARM --------------------------7 * MANUAL ADJUSTMENT TO SET FAN SPEED . I I I I I I I L ____ _ 5 1 rEXHAUST FAN I 55EF AN051 1/ ~~~---~-~ PUMP ROOM VENTILATION SYSTEM CONTROL SCHEMATIC NO SCALE EXHAUST AIR FROM PUMP ROOM 6 EXHAUST AIR TO OUTSIDE 7 8 9 10 AIR BALANCING REQUIREMENTS SPACE SUPPLY AIR CFM ELECTRICAL ROOM 750 PUMP ROOM 1200 OUTDOOR FAN---- OUTDOOR COIL---- REVERSING VALVE---+--- 55EAC065 COMPRESSOR~ RETURN AIR EXHAUST AIR CFM < 750 - -1400 EXHAUST AIR TO OUTSIDE SUPPLY AIR INDOOR COIL-~ FILTER--~ REMARKS ROOM SHALL BE UNDER POSITIVE PRESSURE RELATIVE TO PUMP ROOM ROOM SHALL BE UNDER NEGATIVE PRESSURE RELATIVE TO AMBIENT I I I I --7 RETURN : I AIR I I ., ....._., I ALARM I TO PLC I I 0 THERMOSTAT 55EAC065 ----METERING DEVICE CONTROL PANEL / POWER SUPPLY DISCONNECT SWITCH AIR CONDITIONING (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. st -o...,.~--------------------------------------------------------------------------------------------------------------4--/r--. "1 0 st 0 ,.N -, . 0 IX) a:: -~g- :z en .. w {!) I-;= <( 00 A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION VENTILATION LEGEND, ABBREVIATIONS, AND CONTROL SCHEMATICS PROJECT NO. 5-52 DRAWING NO. M0001 47 OF 103 II:'. 0 A B C \D I N U') I U') 0 ""CJ~ ., 0 -z -g<( .. .,....__. .. [l_ ol .... <( UI a, N ..c U') r:i J, LJJ VJ ::, ~ 0 "'~ E 3> ""CJ :i::: ...: I O:::;; ~I :::i:N I U'"l NI U') U') I ,. ..c u~ ., 0 Ez /<( ., _J .... [l_ ·;;; I 0 VJ a. I EN OU') ~I .... U') lil vi F 11::i en II:'. ;:5-x .... ., ., .. .... VJ E <( ~ 0 I .. ~ 1 2 0- r STAINLESS STEEL EXHAUST HOOD ------:7""-;;:------r-:~ DUCT PENETRATION ~:;--;:;-;:;-;J--f:;112,::..1 (TYP) M5001 16"x1 Q" SUPPLY DUCT TO PUMP ROOM _____ _,,, A 0- 55EFAN051 EXHAUST FAN 1400 CFM 3 4 55EFAN053 >---~ SUPPLY FAN 1200 CFM AIR FILTER SECTION 16"x10" AIR +OUTSIDE l-ll--16"x1 O" EXHAUST DUCT FROM PUMP ROOM ROOF PLAN SCALE: 1 / 4" = 1' -0" AIR Jr°UTSIDE M1002 5 16"x1 O" RETURN DUCT DOWN TO ELECTRICAL RM 55EAC065 6 AIR CONDITIONING (HEAT PUMP) UNIT 1.5 TON ~-+---t-1,"-1----16" x1 O" SU PPL Y DUCT DOWN TO ELECTRICAL RM 6" BATHROOM FAN EXHAUST DUCT W/ RAIN CAP E 0------------------------------------------------r---r-----------------T-------- I t I t 0 ~ X tO 1 I ELECTRICAL ROOM : : I I RECTANGULAR TO --~ I I CIRCULAR TRANSITION : 16"x1 o" : : 1J§J 12"x12"J ~~ 1 4" ¢ 16"x10" 55EFAN067 RESTROOM EXHAUST FAN 100 CFM ~-INSTALL RESTROOM EXHAUST FAN ON RESTROOM CEILING EL 18.45 ELECTRICAL ROOM AIR CONDITIONING PLAN SCALE: 1/4"=1'-0" 7 G 8 9 10 GENERAL MECHANICAL NOTES 1. 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. 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. st~ o---lt-----.-----------------..--...... ---------------..... --------.~------------------.----------------------...... ---------------------..... --------...... -/,-.._ I') 0 st 0 _?.N ..., -0 DD o:::~ ~g-z VJ RECORD DRAWING MARK DESCRIPTION 03 07 03 05 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 "A" STREET PUMP STATION ROOF PLAN AND ELECTRICAL ROOM AIR CONDITIONING PLAN PROJECT NO. 5-52 DRAWING NO. M1001 48 OF 103 0 "C Q) .0 ea:: '-(D oo .... (!) ~I ..cN I{) • • I ffi I{) V) ::::i - A B C D 0 .,,z E ~< "C __J . a. NI 0(/) 01 -N ::. I{) I I ~ I{) I ,, ..c ~-0---- E u /;;!: 2 :i:: "iii I 0::::IE a. I EN 01{) ~I .... I{) lil <ii F 11!i Ill 0:: <x / .... Q) Q) '-.... Vl E <~ 0 I •• - 1 B ) CD- ®- L r 0- DUCT PENETRA THRU SLAB TION: 2 K 0 ~ X = 100 < <D ~ ~ \ 5 M5001 3 4 5 I E l -- -- 100 100 6"x6" '(' rYP) ~ I CFM~ I CFM~ I ~x:::16"x1 o" ::-::: 12 .. x8.. I 1~~S!8" 6"t"~ !,,..f !,,+ ' ' FM t 100 CFM t CFM X 1 "0 CFM 1 "0 CFM 1 "0 CFM ::~::: 16"x1 o" ~~· I ~-~ I 10 1" ._, ---l --,- CFM + 280 '::FM< :,. ' ' ' 280 I 280 CFM I 280 CFM I 280 CFM < t t t I I 10"x10" I --~ 1 ... HORIZONTAL I DUCT SUPPORT 1 M5001 ◄ A -(TYP) PUMP ROOM VENTILATION PLAN SCALE: 1 / 4" = 1' -0" F ] ~ 6 ..... ... B Iii. M3001 - C ""M3001 ~ ' .... 2 M5001 D T UCT SUPPORT 0 WALL (TYP) 7 55EFAN053 f--- (BEHIND) SUPPLY FAN 1200 CFM 55EFAN051 r-~_.v, EXHAUST FAN 1400 CFM FAN ROOF MOUNTING~-6~~ CURB (TYP) M5001 DUCT PENETRATION THRU SLAB 5 M5001 8 ., I ' t ~CFM I I ;.ol ELECTRICAL :XI ROOM o, ~, I I I ---7 ------l 9 55EAC065 AIR CONDITIONING UNIT 1.5 TON 1 MS00 1 DUCT SUPPORT (TYP) 10 1:-l==-====1---X '----f-3'-6" OFFWALL ---="7 <D 6"x6" 125 CFM ~ 6"x6" 1 5 0 CF M ~ --,, PUMP ROOM 2 MS00 1 DUCT SU (TYP) .. ~ -· '--'----'----'----'----~ '"----+-3' -6" OFFWALL ·~ . . . . ~ ,• .' . ... • ... ~ ... ~ : • • • • ,# • ... : r .. SECTION A SCALE: 1/4"=1'-0" M1001 : . . . . ,; .. 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--0---1~--------------------------------------------------------------------------------------------------------------------..... -/r-,. l"lo sto ,'.'.?-N .., . O<Xl a::- ~g- z(/) A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION PUMP ROOM VENTILATION PLAN AND SECTION PROJECT NO. 5-52 DRAWING NO. M1002 49 OF 103 0 "C Q) .0 ea:: A B C D 0 .,,z E ~< "C --' . a. l"ll 0:::; ~ I :::; N I It) NI It) It) I ,, .c u_ Q) 0 Ez /< Q)--' .... a. 'iii I 0 VJ a. I EN 01{') ~I .... It) lil <ii F 11!i Ill Cl:: <x / .... Q) Q) '-.... VJ E <~ 0 I .. - 1 1 2 3 18"-VCP-SS 2 (TYP OF 3) ( 8"-STL-FM BYPASS 3 M5002 1 SUMP AREA M3005 5 L M5002 0f,------- 3 M5002 8"-DI-FM 3 4 5 6 44' -6" 11'-5" 9'-1'' 14' -4" 7 M5002 7 M3005 7 2 (TYP OF 3) M5002 8 9 10 NOTES: 1. HOSE BIBB AND HOSE RACK SHALL BE INSTALLED PER OCSD STD DWG S-205 AND S-206. 2. SEE PROCESS AND INSTRUMENTATION DIAGRAMS FOR PIPING ON PUMP SUCTION AND DISCHARGE. 3. INSTALL PRESSURE GAUGE PER OCSD STD DWG S-223. 6"-STL-FM ,-----t-------FLARE/FLGD W/ 90' LR ELL (TYP OF 3) ~------<( 1 "-STL -V ) / BLEED LINE .---------+--------+-------------l-------=::::ii:=:::...----------1!/---------,.{ ---+----------+------_ (TYP OF 3) ---- 55EPV78D PUMP ROOM 8"-STL-FM (TYP) 2' -5" 2' -4" ■ I PIT FLEXIBLE CONNECTION (TYP OF 6) 1(~1----+-D up 55EP P300 @RESTRAINED SLEEVE COUPLING M500 (TYP OF 4) 8"-DI-FM PIPING PLAN SCALE: 3/8"=1'-0" I I I +9 F I I I 55EP P200 ~--8"x8"x6" 4"-CI-SS WYE (TYP). 2 M5002 2"-CU-IW 6 M5002 PUMPS 0 I -st- r--- 1 Li) __ -1--------1,,;_ ---~ ~-+--ACCESS OPENING HOSE BIBB AND RACK, SEE NOTE 1 0 I N ~ A M3002 3/4"-CU-IW 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 ..... ---------------------------------------------------------------------------------------------------------------4--/r-,. I') 0 sto ,'.'.?-N .., . Q<Xl a::- ~g- ZVJ .. w (!) I-;= < CICI A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION MECHANICAL EQUIPMENT ROOM PIPING PLAN PROJECT NO. 5-52 DRAWING NO. M1003 50 OF 103 It: 0 B C ~D 0 "O c., I N I() I I() ., --o e~ ._ en~ 01 +'::::;; ~I ..c: N I() • • I 8:i I() en ::::i -0 c,,Z E :t <( "O-' • [l_ -.t I O::::;; ~I ::::;; N I ,n NI I() I() I ,. ..c: u_ ., 0 Ez /<( ., -' .... [l_ ·;;; I o en a. I EN 0 I() ~I .... I() lil vi F 11::i rno,: ;:5-x .... ., ., ._ .... en E <( ~ 0 I .. - 1 2 3 4 5 6 7 8 9 10 I B ) I E ) F A D CD-~-----~ __ ------------! 1 ,---JEH----ta----= >-. !Hf !Hf \L _ _g.. ·~· ---/ 2' " ------•=-(al: -----•=• BACKFLOW PREVENTER (PER CITY STANDARD) 2"-CU-CW (2) WATER METER BOX (PER CITY STANDARD) < " I I I I , " 9 -- I I I I 11 I= "I j=9I,, -- ffl . u - . -m I I I -cl pl I I I .. I I I cl pl I I I m I I I T cl la I I ~~~ " '}II.~ ~ m1vw LJ u•~ ~ ( ~ .. - -:a • E ~• I i : ." I w ·ij Li • "-, I - ,\ ~ ~ E ,!!! '/ -- v~ / , PUMP ROOM • A 'P V ] PUMP ROOM PLUMBING PLAN 1" AIR CHAMBER-----------. (TYP) ( 1 /2"-CU-IW )-- SLAB PENETRATION (TYP) 2"-CU-IW SCALE: 1/4"=1'-0" LS HB ( 3/4"-CU-IW ) ~-----< 3/4"-CU-IW <ft> HB I I I I (1 1/2"-GSP-V )>--: _,-'~ ~.,.,-'LS : REMOVABLE CAP TO I I SEAL FLOOR DRAIN WC SLAB PENETRATION SUPPLY WATER RISER DIAGRAM ~ r,---~.--,--,-t,--,-~~~---~,---,,-------.-~~~ ~ ~-~~~~tr~i:KE ;~::,~:J f=====+:.~:==~1g~t~=~=~~=~J:tJ=;~=;~ rf-3/4" HOSE BIBB 1 1/2"-GSP-VTR ~ 1 1 2"-GSP-V 4"-CI-SS DOWN TO SUMP-I ELECTRICAL ROOM I I ,... I I I I I I I r- 1 I I I I I I I PLAN AT EL 10.40 SCALE: 1/4"=1'-0" TO WETWELL~ I ( 4" -CI-SS )1------~---: UNDER PUMP ROOM CEILING I LS-1 I I I I I I I I I I NOTE: 1. CITY WATER TO BE CLASSIFIED AS INDUSTRIAL WATER DOWNSTREAM OF BACK FLOW PREVENTER. CABINET 3/4"-GSP-IW I _I_ =b ===-=E=..:~~l :yp =====-, =========f ""--------DOWN TO PUMP ROOM 0--1 WC-1 J ~ ------------------------- ,/ ,----------=-----------( 4" -CI -SS ) 2"-CU-IW M5004 CONTINUED ON SHEET C1001 (1 1/2"-GSP-V) ( 1/2"-CU-IW ) TOILET PLUMBING PLAN SCALE: 1/2"=1'-0" RECORD DRAWING NO SCALE WASTE AND VENT PIPING RISER DIAGRAM 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 NO SCALE 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 -0---11~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/r-,. I') 0 -.t 0 _?.N ..., -0 DD It: -~g-z en &_ 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 "A" STREET PUMP STATION PLUMBING PLANS AND RISER DIAGRAMS PROJECT NO. 5-52 DRAWING NO. M1004 51 OF 103 0 "C Q) .0 ea:: A B C D 0 .,,u E ~~ ~ :i:: al a::!: "1 I ::::!:N I II) NI II) II) I ,, .c u_ Q) 0 Ez /< Q) _J ::: a.. "' I 0(/) a. I EN Oil) ~I +' II) lil <ii F 11:J <a:: __,,...x +' Q) Q) '-+' Ul E <8 1":': - A - 1 I I I ' 2 ELECTRICAL ROOM ' I I 10"x16" I I I ' +--II t t 100 CFM 100 CFM PUMP ROOM ~ J I I I I I I 6"x6n I 6"x6 11 I II E3 ·+ 125 CFM ' I I I ' I E3 I ·+ ' 125 CFM 3 4 - I ~~100 CFM 100 CFM 100 CFM :xJI------' .,_/+-,"--~ ,✓~ ' /'\ ---+-=------ ;: \_6"x8" \_6"x8" \_6"x8" 6"x6" 6" x6" I -----1Y--=._ V 150 CFM I ---• '""" _/ \_ 6" x6" \_6"x6" ----1y--: c---y'-------+--: ~ 150 CFM 150 CFM I I I SUPPLY AIR DUCT ROUTING SECTION B SCALE: 1/4"=1'-Q" 5 2 -t-t --7 DUCT M5001 SUPPORT (TYP) 6 7 F D I 55EAC065 AIR CONDITIONING (HEAT PUMP) UNIT 1.5 TON / / 16"x10" "" 8 I 55EFAN053 :>-------, SUPPLY FAN 1200 CFM 9 2 ( TYP) 1------+-- " M5001 55EFAN051 f-----, EXHAUST FAN 1400 CFM ' / /4 / /4 / ' / ' . HOR I Z ONT AL DU C11--_1 _1--</l/V + I - - - - - - - - - - - I - -_1 _4:"_¢_ - - - ____ , ____ 11 SUPPORT (TYP) M5001 "" ~ 750 CFM I I _ _J I I I ~ ' ,~ I ,, ' + ~ ] .:,. 280 CFM 280 CFM ' --~ ' t~?t~/o/t~ ' 3 PERFORATED DUCT M5001 ~ I 1~1 o"x1 o"l>,I ' ' f3 750 CFM 280 CFM 0 ~ X ' <D ~ 10 C B A J 0 ~ X ' (0 ~ ( 5 'DUCT THRU M5001 1 SLAB ( TYP ),r-M-5-~-0-1 +--, -vi I I I I I I I I I EXHAUST AIR DUCT ROUTING SECTION C C SCALE: 1/4"=1'-0" M1002 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- /r---"1 o sto ,_N -, -O<Xl a::- ~g-z (/) A RECORD DRAWING MARK DESCRIPTION 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 "A" STREET PUMP STATION PUMP ROOM VENTILATION SECTIONS PROJECT NO. 5-52 DRAWING NO. M3001 52 OF 103 A - B - C - D 0 ""C Q) ]5 e a:: '-(I) 0 .... Cl u <.!) Q) I .c N IO a:: I w (I) IO ::, Cl~ E 3: < ""C ...I Na. al a::!: "1 I ::::!:N I IO NI IOIO I ,, .c u -We 1~ =5i a. 0 Ji a. I EN 01() ~I ..., IO lil ~ F lw Ill 0:: <x / .... Q) Q) '-.... Vl E <c 0 I~ ~ 1 I VALVE BOX WITH COVER-~ 2 - / ' ( A I - I -- B (_c) : .. .. ,· • 'L INV EL 3.51 2 3 I 2 3" 4 I 5 I BC-201 ½ TON MONORAIL CRANE AND HOIST W/ TROLLEY PIPE SUPPORT 8 (TYP OF 6) ~ /~-co© VALVE ~ I I I ~ M . ~-::===: I . 2· -7" . I ~___,( 4" -STL-FM ) RECYCLE LINE r--. I N "' I •• f- -l E ==' I 1 ·,n ! I ( 8"-STL-FM I J I ; -~ I I ---I ~---~\----~/ 3' -11" 3' -11" 8"-STL-FM ~ / 2·-11" 12'-1" \ -- Ji 6 I "' l'l. t 6' -0" - ·.,, . . . ... . . . . . . r,:, I . .. . . "' -----I·~ t E = =I 1 I 6' -0" ·~ .m 7 I 8 F ~~ BC-101 I 2-TON BRIDGE CRANE AND HOIST W/ TROLLEY ~-----<( 1"-STL-V ) (TYP) ~-----<~ 8 "-STL -FM ) 6"-STL-FM ) G---+,t 3 - M5003 1 E I I I I 9 I NOTES: 1. SEE ELECT DWGS FOR PUMP INSTRUMENTATION 2. STAIRS NOT SHOWN FOR CLARITY 3. 2" SUMP PUMP DISCHARGE ROUTED TO 4" RECYCLE LINE. SEE P & IDS. 10 ( 2"-SST-SPD )>-----~ SEE NOTE 3 ©IT j \ 55EPV300A E 3 I I 55EPV200A, ~ I I E =I J ll, ( I fl---lOl/'I-8" MAG METER I ~~ \_ 075 GROOVED FLG ADAPTER BC-301 :>----------+c5~5c-='EBVP25 ~55EBV020 - ½-TON HAND 55ECVJ25 55ECV020 SIMILAR TO 5 TYPE A CHAIN HOIST ,;V~ M5~03 I I : ( 2 " -SST -SP D ;>--------t-~y I ~ '7 ~ I I _v_ I I I I I I •4· ·'f •..... .;..... . . • ........ • • •. " .... ~ •. : ..,,·.a .. ·: ·. . ,• 1 ...... ,' • . . . , • A,•, • . ' ·•. . .. .. . . .. '• .. .. . . . . '• • • •• ,• ' • . . . ..,: 'i . .. 55EPMP020 I ~-----<: 55EPMP025 I PIPE SUPPORT 8 (TYP OF 5) ~ I I !'Ti E =,~ ~ I ! ~j~ 1,..........____......., I -• 5 PIPE SUPPORT M5003 TYPE B -SECTION B SCALE: 3/8"=1'-o" M1003 55EPV1 OOAE ' .i = ~ ~ E~ al I I (< r--. a ~ '= ~ I ?} I ~ I I I 55EPMP100 I c... >- ' .• 1 .. : .•·• 1----------------------------~ . . ... _ ...... . • . 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. - - st~ ~-..... ---------------------------------------------------------------------------------------------------------------4-~8 DESIGNED BY: Aghanian Harmik -04/28/04 ~~ESS/~ , ~~~~~ 0 G co REHABILITATION OF PROJECT NO. ,<N DRAWN BY: Robledo, Hector -04/28/04 f#'~~ov..J. c~)"'<.,_~ ,.;7'5".~ /°'I'~ "A" STREET PUMP STATION 5-52 ~~ CHECKED BY: Calderon, Sal -04/28/04 "'.:.. ~ i\,.._ll>W'-V I~ ;-"--1 ~§ RAN E UNTY DRAV\1NG NO. ~& I I LINAETIFSuL2L 1NsCIZHEES I I f ~;\M.DJ -os~.:s ... ~ LEE&RO. Inc. '\°01--~ ~ ,,~o SANITATION DISTRICT MECHANICAL SECTION - 1 & RECORD DRAWING )3/0, '-,~•HAN\~ ~.......,~ M3002 ~ ~ MARK DESCRIPTION DA TE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ' ~ Q\" CALI -"-' CICl 53 OF 103 I I I I I I I I 0 ""O ., J5 ea,: LO oCD .... ""O u "' ., I -"'N •. IO ct: I u.JIO en => A B C D "'~ E 3: < ""O __J . a. 81 O:::!: "1 I :::!:N I IO NI IOIO I ., .c u~ Q)O Ez /< ., __J ::: a. "' I o en c. I EN 0 IO ~I +' IO lil <ii F I u. "'LJJ < ct: /x .... ., ., L .... en E <8 I ":": ~ 1 2 ( 3 4 4 +- (TYP OF 2) ,.. ,.. EL 10.45 I -... !1111 ~i ~I I 1lilffi1ilTI •--111w11n l~~~TT 8"-DI-FM ' / I >->--' r P---, I ------INV EL 3.51 -.P-:· II ,, ---------I V -;--· ,-~ D1<►sTL ----3 ' M5002 - ( 1 "-STL-V ' , I I EL. VARIES 6" FLEX CONNECTION (TYP) 5 1A) r+ 1 M5003 -- I ,.. \ I II ' I ~7 ----7 '-I .~ I tPr-t'i . ,. I ---s : -u -~~ -==~=== r I ' ~ --~ ' II V I --=n==== -~ ___ .1,L ___ ~ < > ; 7-,1:, ---i===Tf==• ,; u I I - I ,) " II I ,_,,, V ->-\,--I I -' I V 1 r .,...__, rr I -~'1~ _. I -~ I \ I ~ I I -<> I/ 8 ~ I m Ill---, -< -~ "' -I "' -w llr \ m m . Ill-"' 1----r---- Ill "' ~ Uh 1----r----w w ~~ I 55EPMP300 I ~ SECTION C SCALE: 3/8"=1'-0" M1003 -2 'i ,I I I '\ I / ~ 't -, / '-) ,, / ~ /- ~ ----· -----· I \. I I 6 7 (I:i BUBBLER SEE DWG 3 ' TUBIN G IN 1 /2" SST PIPE 4 M300 M5003 1 r \ r '- r ' r \ f \ 4"-CI-SS - 2 M5002 (TYP) - 8"-SST-FM 4"-SST-FM - ) ) ) 5 SIMILAR M5003 TYPE A - EL. -4.23 WATER GUIDE 5 PIPE SU M5003 'TYPE B TO PPORT 2 PIPE WA LL ATION M5002 'PENETR 90° STD FLANG FLARE EL. -13.15 6"-STL-FM 2"-STL-D 6 ) ) M5003 ,PIPE SU 2 PIPE SU M5003 - ED PPORT PPORT 8 9 10 NOTES: 1. SEE ELECT DWGS FOR PUMP INSTRUMENTATION 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---lto----------------------------------------------------------------------------------------------------------------------..,._-/r--. ""lo sto _?-N ..., . ooo a,:~ ~g-z en RECORD DRAWING 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, 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 "A" STREET PUMP STATION MECHANICAL SECTION - 2 PROJECT NO. 5-52 DRAWING NO. M3003 54 OF 103 A B C D 0 ""O ., :;; eci:: n----11 L ID .Bo UC., ., I ..c: N •• I() ct: I LJJ I() en ::, "'~ E 3: < ""O _J • Cl.. st I 8 en "1 I :::iiN I I() NI I() I() I ,. ..c: u~ .,o Ez /< ., _J .... Cl.. ·;;; I O:::;; a. I EN 01() ~I .... I() lil en F I LJ.. en LJJ < ct: /x .... ., ., L .... en E <8 I ':': ~ 1 2 3 4 5 6 7 E 4"-CI-SS RESTROOM WASTE BUBBLER TUBING IN Ii- ½" SST TUBIN_G<1ro ••• 1- ELECTR I CAS R.O_O~-.. . . ~ f--~+----;,--"'----P---"'----~..------'----.,___ ____ _.__ __ .___ ____ _.__ _____ c...._ ____ _.__ _ ___,_ ____ ---j_-----+,i' I I~ "'· JUN CTI ON BO~ -~--l------r •. . . . .. 'Q . • 9-•. .. ; .. . ' • • : ·. . • .. "' . ' '<I . 0 ....+-,----TOS EL 3.00± 5 .,...+-------<BUBBLER GUIDE M5004 1 "-STL-V (TYP) WET WELL 0 HWL EL -3.23 sz 8"-DI-FM 4"-DI-FM RECYCLE LINE 2"-SST -SPD SUMP PUMP DISCHARGE i' 111 I i' 111 I i'llll i' 111 I i' 111 I 111=-1- 3 M5002 18"-VCP-SS 8 9 NOTES 1. STAINLESS STEEL WET WELL BASE SHALL BE CONTINIOUS AND COVER ENTIRE WETWELL BASE FROM INLET PIPE. 10 LWL EL -4.23 BUBBLER TUBING---+-----t-------+1 sz ,.,,-_-::_...::.-==----=--__ -__ ....::,,.__ ___ ____:::,,i.e:::::::.___-1,-_+----!l-#-~H--I~-✓ FLA~E/FLGD 90' ELL. 4( TYP OF 3) .• b· • "' 3'-o" /. _.,,-----lb,;l'-----L..~-----L---'-----l'--_,,.::,,: ----------- 2 L._---+----i BUBBLER M3005 BELL SECTION % % % 1/✓ A SCALE: 3/8"=1'-o" M1003 % % 1/✓ % • • : • i:,. b • "' ~ % 3 ., ... '-t-----1 SST WETWELL M3005 BASE INV EL -4.23 SEE NOTE 1 ~ . ..•. I:,. • • • ' . .. • 4_'•., ·4 ., . ., • 4 .d .... . ., ... . ".. . . . 3'-0" 2' -0" ., FLEXIBLE COUPLING (TYP OF 2) 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. st~ 0---11>----.-------------------...... ---------------..... ------~---------------------------------------...... ---------------------..... --------...... -/r-. "1 0 st 0 _?.N ..., -0 DD ct:~ ~g-z en &_ 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 "A" STREET PUMP STATION WET WELL SECTION PROJECT NO. 5-52 DRAWING NO. M3004 55 OF 103 0 ""O ., :;; eci:: LID .Bo UC., ., I ..c: N •• I(} ct: I LJJ I(} en ::, A B C D 1 (~ ( 2" -SST -SP TO FORCE M CONNECTION D ~ AIN T 3/8" 316 ss MOUNTING B PER MANUFA RECOMMENDA RAC CTI TIO KET~ RERS Ns 2 I ' I - r'\IVVI _.,.,.v"' l'!1 V l,A...AJ./ 1/'-., "-'. I/ I , '-, \ .... ◄ A - .... • . tO t . I I -~ ~ ' , ULTRASONIC SENSOR -I 8" .... I I , 55EPMP020 I : 55EPMP025 I / LE' 019 _.... * STAIRS AND PIPING ABOVE NOT SHOWN FOR CLARITY. SUMP PLAN DETAIL 3 <::.... 1 SCALE: 3/4"=1'-0" M1003 STAINLESS STEEL CABLE -+--~ 4 5 2" -SST-SPD )------ TO RECYCLE LINE CONNECTION 2"-SST-SPD l--.-- FROM PUMPS ULTRASONIC---~ SENSOR TO FLOAT SWITCH JUNCTION BOX REMOVABLE FRP GRATING <I _M.,...I_N_W_A_T_E_R_L_E_V_EL_----=:;;;;·-4 _·_:.,_._4 _· -·---'--·.4·'f ··.-+-- (PER PUMP MFR - 16" MAX) .a. . <I . . FLOAT SENSOR PLASTIC COATED LEAD WEIGHT 4' .... 48" 5' -0" 4. 6 EL 1.84 Ct_ <I . .. '4-. .a 3 M5003 PIPE SUPPORT ·~--+-QUICK CONNECT COUPLING . ~' 4.' ~-"'.a+--2" FLEXIBLE RUBBER CONNECTORS . 4 . ..,, . .,, . .d <I • . • . • . 4 . ' <I . ,.. ., . .a . 4 NOTES: . .a <I 4 . , 1. INSTALL 6" STILLING WELL WITH ULTRASONIC SENSOR 7 2 M5002 ,.-----+-1/2" ¢ STAINLESS STEEL TUBING ,.-----+-8" ¢ PVC PIPE SUMP SECTION A 4 ¢ LEAD CYL. WEIGHT AT LEAST 1 0 LBS. --+---$1 <I. SEE DETAIL 5 ON M5004 TESCO LEVEL 6" ¢ 8"X6" REDUCER 1 / 4" SST BASE ~~::_-4 ~~-+----r-g§ 0 • _J tO LL. ----+----+----'--o I- <I BUBBLER TRANSMITTER MOUNTING DETAIL 2 SCALE: 3/4"=1'-0" M3004 SCALE: 3/8"=1'-o" SST BASE -ISOMETRIC VIEW DETAIL SCALE: NONE 3 4 8 4 . . • . l.rJ • l.rJ <J 4, 9 10 1'-1" I • • I cp . 4 -----'-'------__j__-2x4 TAPERED REGLET . LI <I. REMOVE AND FILL W/ LINER --l-----~---1--( 4) 3 /8" ¢ -6" LONG 4Ll .• • 4" • 3" <I 4 4:, <I SST HEADED ANCHORS @ 2'-6" oc WET WELL SECTION B SCALE: 3/4"=1'-0" M1003 1/4" SHOP FABRICATED SST BASE. WELDED CONSTRUCTION TO LINE THE WET WELL BASE. GRIND SMOOTH ALL WELDED JOINTS EXPOSED TO WATER FLOW. \_ 4-1/2"• SST WELDED ANCHORS @ 5'-0" ON CENTER W/ 4" EMBEDMENT 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 M3004 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. 5-52 DRAWING NO. M3005 56 OF 103 0 "O ., ..0 e ._ 0 .... u ., .c a:' w (/) ::::i A B C D en E :t "O 5 0 IO ::ii I N IO I ,. .c u ., E / D:: ., 0 :t:: CD en o Oc., a. I EN 0 IO ~I ..., IO lil en F I LJ.. en w <( ll:: ,,.-x .... ., ., ._ .... Ul E <8 I ':': ~ 1 2 3 1 /8"X4" NEOPRENE PAD EPOXY BOND TO DUCT ALL AROUND 6" ITrYP) ½"¢ BOLT W/ NUT & WASHER R=='======"'======':"5;;;J-~---¼"X4" STRAP BAR CENTER IN THE LEG LOCK NUT (TYP) -------------.. DUCT ,__ __ 5/8"¢ HANGER rfl:i~~===============~~~Fi-~-L4X4X3/8 NOTES: RECTANGULAR DUCT ___j WIDTH OR O.D. OF 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. 3. SEE PLANS FOR THE SIZE OF DUCT. 2" (TYP) HORIZONTAL DUCT SUPPORT CRIMP COUNTERFLASHING OVER DUCT FLANGE FLASHING BY MECHANICAL CONTRACTOR 4" CANT STRIP ROOFING INSULATION METAL DECKING 6"X3½"X7B'L CONT -~ DETAIL NO SCALE VAR 2X TREATED WOOD CURB z -::;;; .. CX) ½"¢ BOLTS 2-PER SIDE W/ STL LOCK & WASHERS 1 " FOR DUCT SIZE CLR SEE DUCT PENETRATION THRU ROOF DETAIL 4 NO SCALE VAR 4 5 ,g .:. ~ <,J ••• ROD COUPLING~~ •• L CONC CEILING 5/8"¢ HANGER -------------ANGLE BAR ROD (TYP) I I 2" ---j CONCRETE CEILING CONNECTION CONC BEAM <I • : . <I • : . 3/4"¢ CONC ANCHOR • • ' •• • . 4 .. W/ 3" OD WASHER-.._______ 'roT--_, _ _._. -~ 5/8"¢ HANGER ------....-...,,,,--ANGLE BAR ROD (TYP) I I 2" ---j CONCRETE BEAM CONNECTION BEAM--~n BEAM CLAMP~ RETAINING STRAP TOLCO, UNISTRUT OR EQUAL I WIDE THROAT TOP BEAM "C" CLAMP W/ LOCK NUT BY TOLCO, UNISTRUT OR EQUAL 7 5/8"¢ HANGER ROD (TYP) /ANGLE BAR I 2" ---j BEAM CONNECTION I ' I ' ( l --~ l ' ' 11 '<I ••• • · • · · I I EXPANSION _f BOLT (TYP) 2" ANGLE CLOSURE COLLAR 3fx3f CURB 4 q 4 4 4 . q q • ,., 4 • .• •. 4 q f MAXIMUM CLEARANCE ON ALL SIDES NOTES: 6 •q . DUCT 7 1/8"X4" NEOPRENE PAD EPOXY BOND TO DUCT ALL AROUND ,__ __ ¼"X4" STRAP BAR CENTER IN THE LEG CONC WALL I I • .d -.•. I I L...l DUCT SUPPORT TO WALL DETAIL NO SCALE 2 VAR SEALANT r 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 5 NO SCALE VAR 8 9 5" (TYP) • • • • • • • • • • • • • • • • • • • • • • • • • • • • (TYP) ELEVATION (TYP) 10 OF DUCT _ ~ _ <t_ OF DUCT ~ 45· /I"' / " ,,---1/2"¢ DRILLED --~-~ / \ ~ ' HOLES (TYP) 45· 45· SECTION 0 PERFORATED DUCT DETAIL NO SCALE UNIT FLOOR OPENING OPENING FLANGE-----11 3 M3001 INSIDE UNIT I \ 45· 45· SECTION C) OUTSIDE UNIT ~~-AIR HANDLER SIDE PANEL [8J:W== \~FLASHING \ BASE HEIGHT-3" CURB-~ DUCT \ \..__ FAN ROOF MOUNTING CURB 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. st~ o---lt-----.-----------------..--...... ---------------..... --------.~------------------.----------------------...... ---------------------..... --------...... -/r-. I') 0 st 0 _?-N ..., -0 DD ll:: ~ ~g- z (/) &, 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 "A" STREET PUMP STATION HVAC STANDARD DETAILS PROJECT NO. 5-52 DRAWING NO. M5001 57 OF 103 0 ""O ., :;; e L 0 .... 0 ., ..c: 0:: LJJ en ::, A B C D "' E 3: ""O <'l 0 0 IO ::ii I ~ I ,. ..c: 0 ., E /o:: Q)C, :=: CD rn Cl Oc., a. I EN 01() ~I ~ LO lil en F I u.. rnLJJ <( 0:: ,.....x .... ., ., L .... en E <8 I :: ~ 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) DUCTILE IRON COAT W/ EPOXY PAINT PER SPEC PIPE (DIP) ,-+----+- ' 11 • 1" GAP 3xA+6" MAX 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 3 4 5 GRIND ALL CORNERS -------1 -1 /8" TIE ROD J;1'' 3/4" TIE ROD 1-½" I I I I PER PIPE______7ili FLANGE ,,, _l_ -~- COPE TO FIT PIPE OD + ¼" CLEARANCE -1----To-----t- AS REQ'D TO CLEAR FLEX CPLG (1-½" MAX) TYPE I CONNECTION TYPE II CONNECTION SECTION A NO SCALE VAR 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. RESTRAINED SLEEVE COUPLING 5/8"\ll U-BOL T W6x15 5' -0" (MAX) 3'-0" DETAIL 1 NO SCALE M1003 5/8"\ll 316 SST EXPANSION ANCHOR BOLTS TYP OF 5 WITH 5" MIN. EMBEDMENT @ 12"x12"x5/8" STEEL PLATE 3,{4"\ll DIAMETER HOLES (TYP) 1 C: ' . / '~1 ¼ ~ WP rl ~ 1-),.. L4x4x¼ ' W.P. NOTES: 1. STRUCTURAL ATTACHMENT MAY BE USED WITH VARIOUS HANGER, GUIDE, AND ANCHOR ASSEMBLIES. SECTIONED ~ ¼ 2" 2" 3/4" DIAMETER HOLE (2) L2x2x1 /8 1 O" 5/8" PL 2½" 6 POLYURETHANE LINING SYSTEM UNLESS OTHERWISE INDICATED-- PACK WITH RESILIENT 7 TYPE 316 SST SCH 10 (8" \ll OR SMALLER) 8 EPOXY LINER PER SPECIFICATIONS 9 PIPE SLEEVE SCH 10 SST 10 RUBBER EXPANSION JOINT FILLER 2"x 2" PREFORMED PVC ANGLE STRIP BOOT --~ <I • : •• <J •.. •. 4 .. <I •.. MODULAR MECH.-~ EXPANDING RUBBER SEAL (LINK SEAL W/SST BOLTS) ,:s RECOMMENDED Ly MFR ~~~~------ STAINLESS STEEL CLAMP SYNTHETIC RUBBER SEALANT ALL AROUND (TYP) ---~ 3/16" OR ¼" WELDED FLANGE 'II •.. •. 4 . •. 4. 4 .•. T ~-~,~-"=--=-c::!..-1" TO 1 ½" NOTES: 1. SLEEVES SHALL BE CAST INTO WALL. 2. BLOCKOUTS AND SUBSEQUENT GROUTING IN LIEU OF SLEEVES WILL NOT BE PERMITTED. 3. ATTACH 2"X2" PREFORMED ANGLE STRIP BOOT TO CONCRETE SURFACE WITH MANUFACTURER RECOMMENDED ADHESIVE. WATERPROOF PENETRATION DETAIL 2 NO SCALE VAR 5/8"\ll EXP ANCHOR SINGLE LUG PLATE (TYP) PIPE CLAMPS -}.-- - - - - - - --¥--- 1" WELD STRIP -~----:;~~~~~r----/ 1/4" OPNG TO BE BE FILLED WITH EPOXY LINER NOTES: <I • . . ,;J ••• • . 4 . . • .. d .. <J •.. • . 4 .. 1. SLEEVES SHALL BE CAST INTO WALL. DOUBLE LINK SEAL DETAIL 3 NO SCALE VAR HOLES FOR 3/8"\ll _....,.__.., ANCHOR BOLTS ½" THICK FLAT BAR 15" L x 4" W ""---HOLES TO MATCH FLANGE HOLES 211 & SMALLER PIPES 311 TO 1211 PIPES PIPE SUPPORT DETAIL 7 NO SCALE VAR RECORD DRAWING 2.SUPPORT AND ANCHORS SHALL BE 316 SST SECTIONED SECTIONED 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 PIPE SUPPORT DETAIL 5 NO SCALE M1003 SECTION® THRUST SUPPORT DETAIL 6 NO SCALE M1003 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. st~ 0---11<----.-------------------...... -----------------------~----------------------------------------...... --------------------------------t--/i---1') 0 st 0 _?.N ..., . 0 OD 0:: ~ ~g-z en _& 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 "A" STREET PUMP STATION MECHANICAL DETAILS - 1 PROJECT NO. 5-52 DRAWING NO. M5002 58 OF 103 0 ""C Q) ]5 e '-0 .... u Q) .c a:: w (I) ::, A B C D Cl E 3: ""C rri 0 0 ll) ::. I N ll) I ,, .c u Q) E / a:: 2o ·-m (/) ""C 0 Cl a. I EN olO ~I .... ll) lil vi F I i.. (/) w < a:: ..,....x .... Q) Q) '-.... Vl E <~ 1":': - 1 2 PIPE UP TO 3" -4" 10"-12" DIA. 2-½" 611 -8" ROD 3/8" 1 /2" 3/4" 7 /8" DIA. ROD LENGTH (MAX) 25" 31" 43" 48" rr•l,,r1. • .. 11 i 11 • ·11 ~ I· .. >---BOTTOM MOUNT: JAMB NUT • • PIPE HANGER, GRINNELL ------.. FIG. 153, ELCEN NO. 85, SUPPORT ROD OR EQUAL (MAX LOAD SEE TABLE 1000 LBS OR UP TO 4" PIPE) "ELCEN" HANGER ROD CLIP OR EQUAL -~ NOTE: ..., 1-18 __...--L2½xL2½x¼ (ADD AT SEISMIC BRACE WHEN LENGTH EXCEEDS MAX ROD LENGTH) _dill~--JAMB NUT ,,,-----PIPE SLEEVE W/ID ¼" GREATER THAN BOLT DIAM. ADJUSTABLE CLEVIS GRINNELL FIG. 260, ELCEN FIG 12 OR EQUAL 1. HOT DIP GALVANIZE AFTER FABRICATION. DETAIL 1 NO SCALE M3003 3 BASE ELL OR TEE 4-½"¢ BOLTS W/ PLATE WASHERS. DRILL BASE W/4-5/8"¢ HOLES 4"¢ SCH 40 PIPE FOR 8" BASE ELL 2½"¢ SCH 40 PIPE FOR 6" BASE ELL 2"¢ SCH 40 PIPE FOR 4" BASE ELL--~ ½" PL TO MATCH ELBOW OR TEE BASE X <( ::a= HOT-DIP GALVANIZE AFTER FABRICATION -~-i 5/16 b I 0 0 -+--e---+-\ 0 PL 3/4"x 12"x 1'-0" ®SECTION A TYPE A ELEVATION I.[) 1"± NON-SHRINK GROUT 4-3/4"¢ ST STL CA PIPE STANCHION SADDLE MSS TYPE-37 GRINNELL FIG.259 OR EQUAL---....._ 4 FOR PIPE SIZE UP TO 24" 5 DRILL & INSTALL ½"¢(FOR PIPE UP TO 12") OR ~ ADJUSTABLE SADDLE SUPPORT nr-+--.-r / (GRINNELL FIG.264, ELCEN 3/4"¢(FOR PIPE LARGER THAN 12") TYPE 316 OR 304 SST BOLT & NUT-~ NOTES: 5/16 NO. 50B OR EQUAL) MAY BE USED IN LIEU OF BOLT & NUT 1''± NON-SHRINK GROUT 4-3/4"¢ ST STL CA 1. WHERE U-BOL T IS NOT REQUIRED, USE GRINNELL FIG.258 OR MSS TYPE-36 2. HOT DIP GALVANIZE AFTER FABRICATION. 1/4 BASE ELL DETAIL 2 NO SCALE M3003 - " TYPEB ELEVATION " / / \ \ 6"¢x1 /2"PL 1"± NON-SHRINK GROUT 4-1/2"¢ 316 SST EPOXY ANCHORS WITH 2" MIN EMBEDMENT DRILL 4-5/8"¢ HOLES SECTIONED "6" DETAIL 5 NO SCALE M3003 6 1 ¼"x¼" TYPE 316 SST STRAP -... I • LEVELING NUTS -~ 7 ½"¢ TYPE 316 SST EXPANSION BOLT (TYP) • • DETAIL 3 NO SCALE VAR PIPE FLANGE PIPE .. \ I . NOTES: • • •• •• 7 • • • • •.• .V V • 1. HOT-DIP GALVANIZE AFTER FABRICATION . • •.· .v 2. MAXIMUM VERTICAL LOAD; 1000 LBS ELEVATION DETAIL 6 NO SCALE M3003 8 1" (TYP)--+--+- 9 10 DETAIL 4 NO SCALE ~--r'IPE OD ~-L 6 x 6 x ½ TRIM AS REQUIRED ~-BOLT HOLES TO MATCH RESPECTIVE FLANGE t::::::,==+=r~'------120° FOR 3" PIPE & SMALLER SUPPORT PIPE-----t 90° FOR 4" PIPE & LARGER ~--KOUND ALL SHARP EDGES (TYP) SECTION 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. ..i--0---1~--------------------------------------------------------------------------------------------------------------------..... -/r-,. l'"lo sto ,'.'.?-N .., . Q<Xl c::- ~g- z (/) RECORD DRAWING PUMP DISCHARGE ELBOW SUPPORT REVISION MARK 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 "A" STREET PUMP STATION MECHANICAL DETAILS - 2 PROJECT NO. 5-52 DRAWING NO. M5003 59 OF 103 A - B 1 I 2 I TOWEL RACK -- 1 - 1 / 2" -GAL v-V ;i-----------------------------------------------1.__L .,.. ~ LAVATORY SINK--~ r I '----n----~~r-1 1-+lt-+-++---+-AI R CHAM BER '~' - LAV-SHIELD W •o::l!d14:lli;J - ~2.t1-0" ___ \\ 'lJj INSTANTANEOUS--- HOT WATER HEATER BELOW - 3 I 4 I 5 A V ,,__ ____ FINISHED WALL (2" -GAL V-V ;i----------. ~ " ~WATER SUPPLY / ~,,.... :::: [""':] _ WATER CLOSET I ' - - ;=; ) SINGLE ADJUSTABLE ~ __[ ____ I --SINK VERTICAL WATER___,/ CLOSET CARRIER FINISHED FLOOR C - D 0 " ., J5 e -L 0 .... u ., .c 0:: LJJ en => "' E 3: " st 0 0 ,n :::; I N ,n I ., .c u -., E /o:: 20 ·;;; gi 0 <.!) c. I EN 0 ,n ~I .... ,n lil <ii F I i.. Ill uJ < 0:: /x .... ., ., L .... en E <~ 1 ":"" ~ FINISHED FLOOR NOTE: c.c SEE SPECIFICATIONS FOR FIXTURE MODEL AND TYPE OF HARDWARE MATERIALS. 2" -CI-SS ) LAVATORY SINK 1/2"-CP-CW ) DETAIL 1 NO SCALE ' M1004 2'-0" ' . , -------1:s"-PVC-GUIDE) '-I ~ I / ' I.,,-:, --+----->--SST UNISTRUT, OR EQUAL Ll· ·-Ol I . ~--B--ct----,--,-----,----< TYP 3/16V ~ ~---+-------+-8x6 PVC REDUCER ·-,,..... 0 0. I >-~ I-..._,, . / ·LJ ---,----..,.,.....------1---\: 6 " -PVC-GU I DE) ~ --+-------.1--pvc Pl PE FLAN GE --+-----+--SST UNISTRUT PIPE CLAMP / L...,=i ' ,, ,__-----1~ 4" -CI-SS ) 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"x10"(TYP) I • ~"-3/4" ANCHOR BOLT (TYP) I ;:::i::===='--1-F== .. ==i==-6 x4 PVC REDUCER <J BUBBLER GUIDE -DETAIL 5 NO SCALE M3004 I 6 I 7 I /"" ....---,•,~~ '--• ,.,---FINISHED WALL I I / SURFACE THREADED CLEANOUT PLUG WITH ACCESS -COVER. REFERENCE SECTION 15400. ' ' CLEAN OUT DETAIL 3 NO SCALE M1004 8 I 9 I FLOOR DRAIN. REFERENCE SPEC SECTION 15400\ FINISHED FLOOR7 1 \ ~,s::;::::::::=i==::::::::::;:r I ...... ....,__ ...... • ---<',,,.. I I "'-----'J..._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. ,__ ,__ - st~ 0 ..... -----------------------------------------------------------------------------------------------------------..-/r--. l'lo sto _?-N dOO o::~ ~g-z en &, 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\1-J. C~~ CHECKED BY: Calderon, Sal -04/28/04 ([(=~ ~' ....,, 4No.~0I o 1Ji I • LINE IS 2 INCHES • I ,,.Ex--05.:a: !;/ ~ "' .. AT FULL SIZE ~"('CHANlc;~~ (IF NOT 2" -SCALE ACCORDINGLY) ' or CALI~ I I Liff LEE&RO. Inc. I ~ ,ANl•Ary.,_ ~ ,":':7~ ORANGE COUNTY ~~~· SANITATION DISTRICT '<.fu:r ~ I I REHABILITATION OF "A" STREET PUMP STATION PLUMBING AND MISCELLANEOUS MECHANICAL DETAILS I I PROJECT NO. 5-52 DRAWING NO. M5004 60 OF 103 A - B - C - D 0 1J Q) .c 0 -'- '-0 +' u Q) .c ti:: w Vl ::::, E -= ::, .. ID Vl F 11::i 1/l DC ,;5-x +' Q) ~ +' Vl E <( c\l 0 I .. - 1 A t) 800AF 600AT f ,-~ ~ ~ s;TI ( 60A Q 60AF T 300/5 ~ ---3t PT(CPT) ~L', rrry;__ ~L', rrr~ ~ = ~ X1 6\ 6 ATS I I I/ 30A 3P I I 20A 3P I -~ 1 @ y I 2 I 3 ELECTRICAL DIAGRAM LEGEND 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. COMBINTATION MOTOR STARTER, DISCONNECT 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 DISCONNECT SWITCH 3P, 30A DISCONNECT SWITCH WITH OVERLOAD 3P, 20A STRESS CONE EXPLOSION PROOF SEAL PLUG AND RECEPTACLE EXPLOSION PROOF [fill IGFTI 0 @] ® 0 Cf) @ @] lliJ 8 ----0 0----~ ---<I lf---1 I --H-- o-J\;---0 oIUlJ1--o OL'S ~ -0- I MOV I I TVSS I 0 --0- ----f'::.----- f::,. y I 4 POWER MONITOR GROUND FAULT TRIP AMMETER AMMETER LINE SELECTOR SWITCH KIRK KEY INTERLOCK VOLTMETER THERMOSTAT SMOKE DETECTOR VOLTMETER SELECTOR SWITCH TEST BLOCK I TWISTED PAIR, SHIELDED CONDUCTOR LEVEL SWITCH 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 T OR TD = TIME DELAY RELAY, ALL CONTACTS ARE TIMING CONTACTS. (ON-DELAY, OTHERWISE INDICATED) R OR CR -CONTROL RELAY MS -MAGNETIC MOTOR STARTER C -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 DEL TA TRANSFORMER WINDING STAR TRANSFORMER WINDING 5 I 6 I ELECTRICAL PLAN LEGEND I o I &B s :::§ ,, NOTES: 1. 2. --G-- G-- nJuu WALL MOUNTED HID FIXTURE CEILING MOUNTED HID FIXTURE CEILING MOUNTED FLUORESCENT FIXTURE PENDENT OR WALL MOUNTED FLUORESCENT FIXTURE EMERGENCY FIXTURE WITH BATTERY PACK SINGLE POLE TOGGLE TYPE LIGHTING SWITCH. GROUND FAULT INTERRUPTER TYPE DUPLEX RECEPTACLE. MOTOR. 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. ONE LINE MAY REPRESENT SEVERAL CONDUITS GROUND WIRE, SIZE AS NOTED ELECTRICAL CONDUIT RUN-UP. ELECTRICAL CONDUIT RUN-DOWN. WATER TIGHT FLEXIBLE CONDUIT. r-NUMBER OF FIXTURES 4 FIXTURE TYPE ~NUMBER OF LAMPS / LAMP WATTAGE 8' ~-MOUNTING HEIGHT [u ~OR~ §] §] ~ 0 ~ [] 0 CONDUIT & FEEDER NUMBER (P=POWER, C=CONTROL, F=FIBEROPTIC, S=SIGNAL, X=SPARE) JUNCTION BOX GROUND ROD AND WELL, 3/4"DIA X 10'-0" LENGTH COPPERCLAD STEEL DISCONNECT SWITCH 3P FIELD MOUNTED INSTRUMENT CAMERA TACHOMETER WITH 4-20MA OUTPUT SOLENOID VALVE PRESSURE SWITCH POWER MONITOR FLOW METER REFER TO NOTE 1 GENERATOR RECEPTACLE FLOW METER VALVE BOX 7 A AC AF AIC AM AT ATS AUTO AWG BC BCP BSC C CB CGA CKT co CONN CPT CT cu OS EL EMERG EP ETM EXIST FCP FLA FVR FVNR G GFI GFT GIW HF HID HOA HPF HPS HZ IOR IR IRR ISR J KCM KV KVA KVAR KW LCL LCP LOR LP LRA LTG LTS LOS MA MCC MF MH MIC I 8 I ABBREVIATIONS AMPERE (AMPS) ALTERNATING CURRENT AMPS-FRAME AVAILABLE INTERRUPTING CURRENT AMMETER AMPS-TRIP AUTOMATIC TRANSFER SWITCH AUTOMATIC AMERICAN WIRE GAUGE BARE COPPER BRANCH CIRCUIT PANEL BARE STRANDED COPPER CONDUIT CIRCUIT BREAKER COMBUSTIBLE GAS ANALYZER CIRCUIT CONDUIT ONLY CONNNECTION CONTROL POWER TRANSFORMER CURRENT TRANSFORMER COPPER DOOR SWITCH ELEVATION EMERGENCY EXPLOSION PROOF ELAPSED TIME METER EXISTING FIELD CONTROL PANEL 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 IRRIGATION INTRINSICALLY SAFE RELAY JUNCTION BOX THOUSAND CIRCULAR MILS (OR MCM) KILOVOLT KILOVOLT AMPERES KILOVOLT AMPERE REACTIVE KILOWATT LONG CONTINUOUS LOAD LOCAL CONTROL PANEL LOCAL-OFF-REMOTE SWITCH LIGHTING PANEL LOCKED ROTOR AMPS LIGHTING LIGHT SWITCH (PRESSURE SWITCH TYPE) LOCK-OUT STOP PUSH BUTTON MILLIAMPERE MOTOR CONTROL CENTER MEDIUM FLOW METAL HALIDE MANUFACTURER'S INTERCONNECTING CABLE MMI MOV MS MTS 9 NC NEMA NF NL NO NOE N/P oc p PB PF PFR PH, ¢ PL PLC pp PT PVC RECEPT RM RMS RVAT RVSS SCE SST STA STP SWBD SYMM THWN TRANS TS XFMR TVSS UG UON UPS UTP V VA VAC VD VDC VFD VM VSH VSHH w WP WT WTH I MAN-MACHINE INTERFACE MOTOR OPERATED VALVE MAGNETIC STARTER MANUAL TRANSFER SWITCH NORMALLY CLOSED 10 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NON-FUSED NIGHT LIGHT NORMALLY OPEN NETWORK OPTION ETHERNET NAMEPLATE OPEN/CLOSE (STATUS) POLE PULL BOX POWER FACTOR POWER F Al L RELAY PHASE PANEL PROGRAMMABLE LOGIC CONTROLLER POWER PANEL POTENTIAL TRANSFORMER POLYVINYL CHLORIDE (DUCT) RECEPTACLE ROOM ROOT MEAN SQUARE REDUCED VOLTAGE AUTO-TRANSFORMER REDUCED VOLTAGE SOLID STATE SOUTHERN CALIFORNIA EDISON STAINLESS STEEL STATION SHIELDED TWISTED PAIR SWITCHBOARD SYMMETRICAL THERMAL PLASTIC, HEAT RESISTANT, WATERPROOF, NYLON COATED TRANSFORMER TEMPERATURE SWITCH TRANSFORMER TRANSIENT VOLTAGE SURGE SUPPRESSOR UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SYSTEM 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 LEGEND FCB = FEEDER 3 POLE CIRCUIT BREAKER MCB = MAIN 3 POLE CIRCUIT BREAKER MTR= PML ION 7500 POWER METER 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. - ...._ ...._ ...._ - ~---11,... __________________________________________________________________________________________ .:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;j;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J__ / r-- r<J o sta ,..N ..., . oro oc- 0.. a. /a, ZVl MARK RECORD DRAWING DESCRIPTION I )3/0i 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 L§lf. LEE&RO. Inc. I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION ELECTRICAL SYMBOLS AND ABBREVIATIONS I I PROJECT NO. 5-52 DRAWING NO. E0001 61 OF 103 a,: 0 ID "' I N If) I If) N i A B to C I 0 -0 Q) u ~ If) I If) 0 I!:! (f) I w I ~ I If) N ~D .., "iii I u I N If) I If) JS~ e a.,------11 .., ~·- 0 '" .., I u u a, I ..c: N • • If) a,: I Wlfl (f) ::) aE c,= ~~ ~I ~u 01 ON ~If) WI ~If) If) I :!), u~ Q)Q Q) z /<C Q) --' .., a_ 'iii I 0 (f) a_ I EN 01() ~I .., If) lil vi F 11!i '" a,: _;s.x .., Q) Q) ~ .., (f) E <(~ 0 I •• ~ 1 1 o· o· SCALE: t N 10· 20· 1'' = 10· I f.. 2 0 IRR CONTROL VALVE (TYP) 3 ' 8 r, 4 Cl D \ I I 5 ~ I I 6 REMOVED 7 I I I I I I ¼ II I ¼/ ,(/~ -..,l i' ~ /~""'°';(_"""::-------(B)_ ,,,,.,,,,,,---------@ ~~~ ~ • / 'v ",<Y ;( \\-® :;. h ~-P2 SCE CONNECTION POINT 1:'l ---\ UNDERGROUND VAULT \ ' ' fl I I ~ l/ I ( / 1 I SITE PLAN 8 I I I y I 9 10 KEYNOTES: (D CONTRACTOR SHALL INSTALL TWO (2) UNDERGROUND 3" PVC SCH 80 CONDUITS. COORDINATE WITH SCE FOR CONNECTION TO SCE TRANSFORMER. FOR POWER SERVICE CONNECTION CONTACT SCE PLANNER BRUCE CASON AT (714 )895-0188. @ CONTRACTOR SHALL COORDINATE WITH SBC FOR INSTALLATION OF LEASED PHONE LINES AND 4' x 8' x ¾" PLYWOOD BACKBOARD. CONTRACTOR SHALL I1)\STALL CONCRETE ENCASED UNDERGROUND 2 x 2" PVC~ SCHEDULE 80 CONDUIT FROM TELEPHONE CONNECTION POINT TO THE TELEPHONE BACKBOARD. SEE SPECIFICATIONS APPENDICIES FOR TELEPHONE BACKBOARD AND CONNECTION DETAIL. G) LCP-A CONTROL PANEL G) PLC PANEL. SEE DWG E1002 FOR ENLARGED PLAN. @ STREET LIGHTING SHALL BE PROTECTED IN PLACE DURING PUMP STATION CONSTRUCTION. @ CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE DISCONNECTION WITH SCE PLANNER. EXISTING CONDUIT SHALL BE REMOVED PER SCE RECOMMENDATIONS. (j) SERVICE ENTRANCE SWITCHBOARD 600 AMP 27¼BoV.,3¢, 4W, 42000 AIC. SERVICE ENTRANCE SWITCHBOARD SHALL BE PER SCE SPECIFICATIONS. REFER TO CONTRACT SPECIFICATIONS APPENDICIES. @ IRRIGATION CONTROLLER @ MCC. SEE DWG E1002 FOR ENLARGED PLAN. @ SOUTHERN CALIFORNIA EDISON (SCE) TRANSFORMER. SEE SPECIFICATION APPENDICIES FOR SCE PLANNING INFORMATION. CONTRACTOR SHALL COORDINATE WITH SCE FOR INSTALLATION OF THE NEW SCE TRANSFORMER. @ PROVIDE 120V POWER TO IRR CONTROL VALVES AND METER IN 1'' PVC CONDUIT. DEPTH SHALL BE AS INDICATED IN THE SPECIFICATION SECTION 02810, LANDSCAPE IRRIGATION. @ SCE SHALL CONNECT NEW TRANSFORMER TO THE 12KV SCE POWER GRID. CONTRACTOR SHALL INSTALL (2) UNDERGROUND CONCRETE ENCASED 3" PVC SCHEDULE 80 CONDUITS AS SHOWN. REFER TO CONTRACT SPECIFICATION APPENDICIES FOR SCE DISTRIBUTION SWITCHBOARD REQUIREMENTS. @ CONTRACTOR SHALL PLACE 17"x30" HAND HOLE. EXTEND CONDUIT TO BASE OF EXISTING POLE. COORDINATE WITH SBC FOR EXACT LOCATION OF HANDHOLE . 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---1~--------------------------------------------------------------------------------------------------------------------..... -/r--. l'lo sta ,_N .., . ooo o::~ ~g-z (f) .. w (!) I-;= <( 00 G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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 "A" STREET PUMP STATION ELECTRICAL SITE PLAN PROJECT NO. 5-52 DRAWING NO. E1001 62 OF 103 A B C 0::: !ii D 0 "CJ "CJ "' I ~ I It) ., --0 -g w~--11 ._ en '-I .Bw 01 ., C'l .c It) .. I 0::: It) w en ::, SE ~~ "OI NI o:::;; 01 -N w It) I I ~ It) I _';?.- 0 ., --o ., z /< 2 _J ·-a.. ~ I a.en El ON u It) /I ~ LO iB .. F I ~ (II w < 0::: /X .... ., ., '-.... en E <o It) 1- 2 3 4 5 6 7 A B D F 3 GROUND 7 E5002 ROD (TYP) ■■■1■11■■1■1111■1111111■■1111111■11■■1■■11■1■1111■■111 G 1■■1111111■1111111■■11■1■■11■■1■11■■11111■■■11111■■1111■1■11■■1■■11■1111111■■1111111■1111■1■■11■1■■11■■1■11■■1■1111■1111111■■1111111■11■■1■■11■1■1111■■11111■■■11111■■11■1■■11■■1■11■■1■1111■1111111■■111111 G 1■1■1111■■11111■■1111■1■11■■1■■11■1111111■■1111111■1111■1■■11■1■■11■■1■11■■1■1111■••••111111 ll■■l■■ll■lll■ll■■lllll■■■lllll■■ll■-■ll■■l■ll■■lllllll■lllllll■■lllllll■■ll■l■■ll■-■11■■11111■■1111111■■11■1■■11■■1 G ■1111111■111II ■■ll■l■■ll■-■11■■11111■■1111111■■1111111■11■■1■■11■1■1111■■111118 1 ffi G ~--------.lll■lll■l-ll■■■■l■IIH■•1111■■llll-■■ll■l■■■■lll■ll■■llll.lllllll■■lllll■■ll■■I■■■ l■llll■■lllll■■llll-■1111■1■■11■111■11■■1■1111■1111111■■11111 ■II •■ ■■1■11■■■11111■■111 II■ 0~/ ~~! ------t-----, el e /il el el (( LTO LCP PANEL -----5 5002 2 5 ,_____,,,- '-i /il /il 1--@ e (iT,)/i) el (BELOW) 3/4" W/ 2-#12 3/4" W/ 2-#1 & #12 GNB & #12 GNB ffi ffi ~ 23 ('J ('J ('J ~ 15 16 UPS RACK 1 INCOMING POWER FROM /; LAYOUT E3002 SCE. SEE DWG E1001 G r 19 17 @ 21 J7 &· ■1■1111■1111111■■1111111■11■■1■■11■1■1111■■111 G l■■lllllll■lllllll■■ll■l■■ll■■l■ll■■lllll■■■lllll■■llll■l■ll■■l■■ll■lllllll■■lllllll■llll■l■■ll■l■■ll■■l■ll■■l■llll■lllllll■■lllllll■ll■■l■■ll■l■llll■■llll.■11111■■11■1■■11■■1■11■■1■1111■1111111■■111111 G 1■1■1111■■11111■■1111■1■11■ ■11■1111111■■1111111■1111■1■■11■1■■11■■1■11■■1■1111■■1 ■lllllll■ll■■l■■ll■lll■ll■■lllll■■■lllll■■ll■-■ll■■l■ll■■lllllll■lllllll■■lllllll■■ll■l■■ll■-■11■■11111■■1111111■■11■1■■11■■1 G ■11111 l■lllllll■■ll■l■■ll■-■11■■11111■■1111111■■1111111■11■■1■■11■1■1111■■11111® ELECTRICAL ROOM ELECTRICAL POWER PLAN SCALE: 3/8"= 1 '-0" ~-#4/0 BARE COPPER (TYP) 8 E3001 9 10 GENERAL NOTE: 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. KEYED NOTES: (D INTRUSION SWITCH (ZSC062) ffi G) ENTRY PANEL (FCP042) ffi G) INTRUSION SWITCH (ZSC062A) © BUBBLER PANEL (FCP030) WITH AIR COMPRESSOR (CMP032) (TESCO CLASS 3600-MODEL CSX REACTIVE AIR MONITOR, OR APPROVED EQUAL) @ MCC A & MCC B (MCC129 & MCC130) @ THERMOSTAT (TE064, TT064) (j) DRY TYPE SHIELDED TRANSFORMER (XFMR134) 480-120/208V, 39l, 4W, 30 KVA ® POWER PANEL (PP1) 120/208V, 39l, 4W (FCP134) G) SUMP PUMP CONTROL PANEL (FCP023) ffi@ PULL BOX, NEMA 4X ENCLOSURE @ UPS EXTERNAL BYPASS (SWI060) @ UPS (UPS060) @ NEMA 4X ENCLOSURE WITH CALIBRATION GAS VALVE. M @ PLC PANEL (LCP PANEL) (FCP036) @ TELEPHONE BACKBOARD MIN. 24" x 48" X 3/4" ffi @ 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 @ SERVICE ENTRANCE 600A, 277/480V, 39l, 4W, 42000 AIC (DPN126) INSTALLED IN NEMA 3R CABINET @ GENERATOR POWER RECEPTACLE (REC015) IN NEMA 4X 316SST CABINET @ IRRIGATION CONTROLLER WITH RECEPTACLES INSTALLED INSIDE THE CONTROL CABINET ffi @ ULTRASONIC TRANSMITTER (LIT035) PANEL WITH LI034B ABOVE TRANSMITTER @ CABINET WITH RACK FOR CAMERA EQUIPMENT (ROUTER, LAN NET, MULTIPLEXER) SWDP MODEL #SWE454-458 @ NEMA 12 ENCLOSURE WITH FAN HOR SWITCHES (HS051 B AND HS053B) @ FANS PAUSE SWITCHES IN LOCKABLE ENCLOSURE ON EACH SIDE OF DOOR (HS059, HS059A) @ COMBUSTIBLE GAS ANALYZER (AIT050). & 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. ""'.;; 0---11>----.-------------------...... -----------------------~---------------------------------------...... -------------------------------...... -/i-,. I') 0 ""'o ,.N -, -o-0::: N ~5} :z en RECORD DRAWING 03 07 ULTIMA XIR GAS ANALYZER ADDITION 10 05 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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 "A" STREET PUMP STATION ELECTRICAL ROOM ELECTRICAL POWER PLAN PROJECT NO. 5-52 DRAWING NO. E1002 63 OF 103 A B C a:: 0 ID "&D I N I() I I() SE ~~ -o:r: l".i I a::;; 01 ~N w I() I I f;j I() I _';?.- u ., ~ -o ., z /< 2 ...J ·-a.. ~ I C.Vl El ON (.) I() /I ~ Lt) iil .. F I ~ ., w < a:: /X .... ., ., ... .... Vl E <c I() 1~ 2 3 4 5 6 I D 1 I 1 :------+------ TO PHOTOCELL SEE E1006 (NOTE 4)-+-----• y y X y fil 7 I E l 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. LIGHT FIXTURES SHALL BE CONTROLLED BY PHOTO CELL AND MOTION b.F SENSOR. WIRE PHOTO CELL AND MOTION SENSOR NORMALLY OPEN L!:...."-. CONTACTS IN SEIRES. 1F G ~~ I A \ i~;' ? i ~ V I A \ MOTION SENSOR / \2so / / \2so / / A \ fil (NOTE 4)----+---~ v .,, _ 1 ~ A ~ PP1-21 ~~ ,S~ A ,, PP1-21 , < / \2so/ 2 ::1-------+----"~""'-+\-·l,l.,, , ~ ~ '------t ol' t , :, L'.=~--=/4""""-,~,=-=--j_S~~/.__ ___ PP_1_2_1 __ ~ -"' ~ r /////////// ;--////////////// 1/////1 r //v ///// 21/ PP1-24 n::r ffi (NOTE 4) I 3 :1--~ ~~ "-o /r W / F \ ------>..t l'\">lv ~ I PP1 i-------------..1L_ 1----------11 ~ ~ XFMR007 -~ \ 26 / '"' vv ,... PP1-16 / D \ {J \, , I '!-<Ill----60-MINUTE V c11. \2/32; ,-SPRING WOUND r= '-(TYP OF 6) PP1,-15 V SWITCH TIMER. II '' \ ~ /c\ EN TRY PANEL I >-I I .----_--t-t--,---t-1'\,,, ? -~ ,,..,.,..., \2 / 1 s/ ~ ,--.. ,--.. r,. GR EEN LIGHT-ENTER, RE D LIGHT-NOT SAFE WIR E TO LCP. I I c J - / " I 4 )>-----' , - ....., ....., ....., ,._ : : r-P1-24\i:::2 t:>L---------' ..... ,~ .... I l ~~~ ~'""'"i:-> <____,,,,.,._->\F---.,, _ , ..... ,c ======~:'.==~~-----------;:r~"7"'1=!"""'""-r---,,, I L ffi /4\P1\_16 c 7 / PP1-15 (TYP OF 3) '-£')~ .,-I 17~ .@ "I r i's I v ... ~ .... / E \ :V '-.. • PP1-17,..........,I /~::;-, \ : 1 '-> p CONTINUED BELOW \ V J ...1 O V • GENERATOR >-------</ e 280V ~--L ---L.:::..J w p ffi 2/25; V ~22 SEE DWG E1004, /[J '1 pP 1 -S PP1-12 I/ t Lil ,,,, STAIRWAY LIGHTING "I..) lc:::i ...._____ PLAN -M : : "' 1--.,__-'--~~'4--'----'----'---'---'-\ pp 1 - 1 4 • r--F D,,.__"""""""_ --,0 \ \p p 1 - 2 6 71 ; ' • ~77 ~,, ,oW P ffi -r.lcl ll v, / / I ! --;:i:;\,,~,-"'U~ vi /' / R H EA" I V////// / / '////✓' / / ////// / / / /////////X /////// I \ \....RESTROOM / B \ EXHAUST FAN \2; 40/ I 55EFAN067 I PP1-14 (TYP OF 2) PP1-24 (NOTE 4) ffi ELECTRICAL ROOM LIGHTING PLAN SCALE: 3/8"=1'-0" RECEPT ,? .Jt\,.N XX XX> XX 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--.------------------,--.--..--------------.-----------------------..-----------------------.------------------------------1--/r,.. I') 0 """o ,.N --, -o~ Cl:: N ~5} :z Vl G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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 "A" STREET PUMP STATION ELECTRICAL ROOM LIGHTING PLAN PROJECT NO. 5-52 DRAWING NO. E1003 64 OF 103 0::: Cl (D "C "' I N I I() 0 z :'.5 c.. I A B C =j' D N I() I I() z o< -c-' 0) c.. -1 ..a I-, e:x: ._0 0--' _,_. I UN 0) I() .c I •• I() 0::: w V) => §E c>> :I= I ""'! I st :::; 01 ON -1() WI ~I() I() I ,_ u-0) 0 0) z /<C 0) _J +' c.. 'iii I 0 V) a. I EN 0 I() ~I +' I() cil vi F 11!i ., 0::: <x / +' 0) 0) ... +' vi E < ,i;i 0 I •• - 1 2 /B\ PP1-22 (TYP OF 10) 2 3 4 5 6 cp -- ---------------------------------------------------- ---I .. ,...._ ... .. ,...._ .... .. -.... ---~=t-----f===t---f=t--------------------------''i""i'"------------''i""i'"------------''i""i" - -(il (il I I I I I I I I I , r , r1 ~ 9 H- I I I I I I I I 1 -..... Jfl" -ff +9 p ! I I -~,q±:::~~ • I K ~ I!~ I I \ ) w E a=;3 Ea= 3 LJ c-J c-J ----,--- 1 -+--~-hlill:i ~ .,, , l-----------+----_j __ _L __ --1----===;--tm --+++-f---+ w 11 • "' E=3 E,=3 LJ ~ E ;a E = 3 I \ I \/ I - l '\l~ e I I \ 11 7 8 9 10 iF PP1-14 PP1-14 PP1-14 --E~~ ~~ - SEE MEZZANINE _,__~\Ail~l--t~~i<I~ ~ g)-++++' - - SEE PUMP ROOM>--~ LIGHTING PLAN, LIGHTING PLAN, J THIS SHEET FOR rli CONTINUATION U 1(\ / E \ \2/25/ PP1-12 (TYP OF 2) 0- C ~ ~I ~ I I I I I I I I ■ ■ ~ ~ I I I I I I I I ■ E1003 INUATION DN l , 120 EP CD \-- g I I \._SEE STAIRWAY LANDING LIGHTING PLAN, T~ SHEET FOR CONTINUATION PUMP ROOM LIGHTING PLAN SCALE: 3/8"=1'-0" --INSTALL CONDUIT ;==:,..=:....--~=:;;:::::=;;:1...::::;::=::::;::::=--=-==l====;i B EL OW G RA Tl NG PP1-12 SEE PUMP ROOM LIGHTING PLAN, THIS SHEET FOR CONTINUATION @ 3 0 g' ~ 4 0 8' @ 3 8 8' ~ 6 3 1 o· ~ 5 5 8' 4 )------'-''-"'--':...£...,£'-L.£.L..£...L.£.;~~T7~r:t-:;f)ij---------7':-rj,~T7'.~¢T7-:---t----:~~~:::::='tN, THIS SHEET OR CONTINUATION ffi2 STAIRWAY LANDING LIGHTING PLAN SCALE: 3/8"=1'-0" SEE DWG. E1003 FOR CONTINUATION £ 6 11'-6 @ 1 0 10' THIS SHEET FOR CONTINUATION I I PP1-12 0- FIXTURE SCHEDULE OUTDOOR RATED FLOODLIGHT FIXTURE 250W, MH, 120V AC, MARINE LOCATION, TOP VISOR, NARROW VERTICAL HOLOPHANE PF-MEDIUM PREDATOR (PF25LHP12LN3WH), OR EQUAL. COMPACT FLUORESCENT LIGHT FIXTURE 2X40W, RATED FOR CLASS 1, DIVISION 2, WET LOCATION CROUSE-HINDS FVS 20, HORIZONTAL WALL MOUNTED, OR EQUAL. 2-LAMP BATTERY LIGHT FIXTURE 2X1 SW, 120V AC NICKEL CADMIUM BATTERY, "PUSH-TO-TEST" CAPABILITY HOLOPHANE CORTEZ A4 (C4CT50WDTF2NA), OR EQUAL. 2-LAMP FLUORESCENT WRAPAROUND FIXTURE 2X32W, 120V AC, 4' HOUSING, ENERGY SAVING BALLAST, CORROSION RESISTANT FINISH HOLOPHANE PRISMATITE (7200-4-12-J-P1), OR EQUAL. 2-LAMP EMERGENCY LIGHT SYSTEM 2X25W, 120V AC, RATED FOR CLASS 1, DIVISION 2, LEAD CALCIUM BATTERY "PUSH-TO-TEST" CAPABILITY CROUSE-HINDS LIGHT-PAK N2LPS (N2LPS6422), OR EQUAL. OUTDOOR RATED SURFACE WALL TYPE FLUORESCENT WHITE FIXTURE 26W, 120V AC, RATED FOR MARINE LOCATION, MOTION SENSOR AND PHOTOCELL PER SPECIFICATIONS SECTION 16500, LIGHTING. HOLOPHANE WE-EF AVA359-26. CEILING MOUNTED INDUSTRIAL LUMINAIRE 100W, 120V AC, MH, WET AND/OR MARINE LOCATION. GENERAL ELECTRIC MINIGARD (MGA10M1H44C) SYMBOL VOLTAGE -@ 200 WP 480 -8 120 120 EP -9120 120 -§240 240 ID SEE STAIRWAY LANDING LIGHTING PLAN, THIS SHEET FOR CONTINUATION MEZZANINE LIGHTING PLAN SCALE: 3/8"=1'-0" WIRE/ AREA RECEPTACLE MFG./ POLES CLASS CATALOG OR EQUAL 3/4 WP CROUSE-HINDS AP20458 W/ AJ BOX AND ANGLE ADAPTER 2/3 EP CROUSE-HINDS GFS-1 USED WITH EDS172 BOX AND ENR5201 RECEPTACLE 2/3 HUBBELL GF5362W -NEMA 5-20R 3/3 HUBBELL IG2620 -NEMA L6-30R 30 = AMP RATING EP -EXPLOSION PROOF WP= WEATHER PROTECTED TL = TWI STLOCK NOTE 1 GENERATOR PLUG IS FEMALE, RECEPTACLE IS MALE. NOTE 2 TWISTLOCK RECEPTACLES SHALL BE USED FOR STATIONARY EQUIPMENT ALLOWED TO BE CONNECTED BY NEC. 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. 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. v-a--1------------------------------------------------------------------------------------~----------------------------------.... --------------....i.,f-/r--"'a sta ,:'.?-N ..., . Q<Xl 0::: -~g- ZV) G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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 "A" STREET PUMP STATION LIGHTING PLANS AND FIXTURE SCHEDULES PROJECT NO. 5-52 DRAWING NO. E1004 65 OF 103 A B C 1 2 B CD,_____ __ • 0 SEE ELECTRICAL SUMP 2 1---.L..P'--'I A=N'-+-----lT.J...J.H,...IS~S.I.LHil.E.c..EI.,_ FOR CONTINUATION•-- L 0 • zsc I---.../ 078C lrJ>--J9 • I I I I I • l I I I I I ff II ff ff II I I I I I. l l 3 I S32 PIT 070 4 5 7 ABOVE MEZZANINE BELOW MEZZANINE C 4 7 )------,---/ I zsc 205 I 5EPMP200 PUMP ROOM ELECTRICAL POWER PLAN SCALE: 3/8"=1'-0" 6 7 8 E F Lt Lt C6 fil I E3001 m----J8 9 10 KEYED NOTES: (D CLASS 1, DIV 2 LOS/JOG FOR MAIN PUMP G) CLASS 1, DIV 2 LOS/JOG FOR SUMP PUMP LSH 024 4 HS 019 E5002 ELECTRICAL SUMP PLAN SCALE: 3/8"=1'-o" 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. 5-52 DRAWING NO. E1005 66 OF 103 I'") 0 ~ A B fc w 0 I N I{) I I{) c:: C, [D -0 I N I{) I I{) 5 z < ~D I < I N I{) I I{) -0 N "0 -" w 01-' ._ en '-I .Sw 01 "N .c I{) .. I c:: I{) w en =i SE ~~ -CI ui I o::::;; 01 ~N w I{) I I f;j I{) I ,. u "~ -o "z /< 2 __J ·-a.. ~ I a.en El ON (.) I{) /I ~ Lt) iil .. F I ~ ., w < c:: /X .... " " '-.... en E <c I{) 1~ 4 TO MOTION SENSOR AND PATIO LIGHTS SEE DWG E1003 3 4 C 2 l55EFCP093I P55 ffi r ------ 1 I 1l55EFAN051 I PP1-35 GFI 3 >-----<----.-------. 4 C8J l55EAC065 I ~--cONNECT TO GROUND GRID (TYP) ROOF ELECTRICAL POWER PLAN SCALE: 1 / 4" = 1' -0" □ I I --~I IZl I I PP1-19 I D D □ C8J : ,.......i.,...,__~-=-=--=--,,.,Y....---R,.q ~-~1 ® [ID A PUSH-TO-TEST SV<TCC ROOF LIGHTING PLAN SCALE: 1 / 4" = 1' -0" 5 '------~-----::,.---~ I I I ,----_J 6 AC CONTROL PANEL 7 55EAC065 I r-l, ------l--+--+-'I POWER 8 DISCONNECT SWITCH PROVIDED BY EQUIPMENT MANUFACTURER. I I SUPPLY I I PP1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : : (FCP134) ~~i~ I I @)----¢ I ,-----_JI I I l_ L_ LCP 1 \ (TSH\__ PANEL ,2/ ~~FCP036) THERMOSTAT C91 ffi AIR CONDITIONING UNIT CONTROL SCHEMATIC NO SCALE 30% EFFICIENCY FILTER---~ SUPPLY FAN I 55EF AN 053 I 9 10 GENERAL NOTES: 1. ELECTRICAL CONDUITS SHALL BE INSTALLED BELOW ROOF AND STUB UP TO EACH UNIT. 2. ROOF EQUIPMENT SHALL BE GROUNDED TO THE GROUND GRID WITH #2 BARE COOPER INSTALLED BELOW ROOF. ffi 3. SEE DWG M0001 FOR HVAC LEGEND. KEYNOTES: @ EXHAUST FAN (FAN051) @ SUPPLY FAN (F AN053) @ AC UNIT (AC065) OUTSIDE AIR INTAKE LOUVER .---7-______jf--------.----l► SUPPLY Al R ILJ-----"--'----_;-'---r -_ -<r-' r--@)7 ~F5S4L COMBINATION STARTER t=~9"- DISCONNECT SWITCH I PROVIDED BY CONTRACTOR. ~ I C36 (55E053FCP) JI I :@ POWER SUPPLY r J (55EFCP134) ~ COMBINATION STARTER DISCONNECT SWITCH PROVIDED BY CONTRACTOR--~ POWER SU pp L: 1 ~1--..£\~,....(~F_A_N _0_5_1 _F_C~P )----, (55EFCP134) I ,-I I I I I I EXHAUST FAN I 55EFAN051 I LCP 5EFCP03 ~ I I I ______________ ::::-:::-_4--_J I I I I ~---,--------~--~ I :~ ~~ I EXHAUST AIR FROM DRY WELL VENTILATION SYSTEM CONTROL SCHEMATIC PUMP ROOM SCALE: 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. c'i <»•--1---------------------------------------------------------..-----------------------.--.....:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.1-/ r-. I'") 0 st 0 ,.N --, -o~ C:: N ~5} :z en RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 A WEATHER STATION REMOVAL 03 05 MARK DESCRIPTION DATE APPR. DESIGNED BY· Cezor Rosu -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 "A" STREET PUMP STATION ROOF ELECTRICAL POWER PLAN, ROOF LIGHTING PLAN, AND HVAC CONTROL SCHEMATICS PROJECT NO. 5-52 DRAWING NO. E1006 67 OF 103 A B C Ct: ~D "O "' I "' II) I II) ~E "'<( :r:~ ""! I -:::. 01 0"' I") II) WI ~ II) II) I ,. u-., 0 ., z /<( ., ...I .... a. ·;;; I 0(1) a. I E"' 011) ~I .... II) lil vi F 11::i en et: <x / .... ., ., .. .... (/} E <( ~ 0 I .. - 1 I I 2 2 3 }-----+-, TO SUMP PUMPS-+-- /D,C76 LSH 029 f-------,-------1 LT 019 C 31 i----rti PUSH BUTTON STATION (TYP) 2 0 0 E5002 3 •• • 4 5 ~--TO ROOF SEE DWG E1006--~ ~--------r---------....... • FE 555 PIT 070 • • • • P5 FE 075 • • ® FCP023 fil€ • P26 FCP036 ® ® FCP134 1----H 7 £ c' HS 300 • £ SECTION A SCALE: 3/8"=1'-0" • HS 300A A 2 3 -~ LCP • • 6 1-------<18 6 HS HS 200 200A zsc 105 0 PUSH BUTTON STATION (TYP) • 7 1-, _ I· • .. • ~--------<@ ' . • • • . • • • • • • 8 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. KEYED NOTES: ® MCC A AND MCC B(MCC 129, 130) (j) DRY TYPE SHIELDED TRANSFORMER (XFMR134) 480 -120/208V, 3¢, 30KVA ® POWER PANEL (PP1) 120/208V, 3¢, 4W (FCP134) ® SUMP PUMP CONTROL PANEL (FCP023) @ PLC PANEL (LCP PANEL) (FCP036) @ LCP-A CONTROL PANEL IN 316 SST NEMA 4X PANEL ENCLOSURE @ DRY TYPE SHIELDED TRANSFORMER (XFMR007) 208/240V, 1 ¢, 5KVA @ TO CAMERA CONTROL PANEL @ AREA CLASSIFIED AS CLASS 1, DIVISION 2 @ MSA UL TIMA XIR COMBUSTIBLE GAS ANALYZER & 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. st_ o---lto----------------------------------------------------------------------------------------------------------------------..,._-/r-,. I") 0 st 0 ""' -, . 0 IX) Ct: -~g- :z (/} RECORD DRAWING 03 07 UL TIMA XIR GAS ANALYZER ADDITION 10 05 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 A WEATHER STATION REMOVAL 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 "A" STREET PUMP STATION ELECTRICAL SECTION - 1 PROJECT NO. 5-52 DRAWING NO. E3001 68 OF 103 a,: D [Il "O "' I f;j I I() ~ 0 u ~ A B C =f D :::!, I N I(} I I(} ~E .,.< :I= -' "O a.. . I N :::!, 01 ON "l I(} WI c-li I(} I(} I .';l-u~ ., 0 ., z /<( ., -' .... a.. ·.; I 0(1) a. I EN 01() ~I .... I(} lil vi F 11::i en a,: ;5,x .... ., ., .. .... (/} E <( ~ 0 I .. ~ 1 2 7 LG / C3 ,.__ LCP 3 E5001 !----@ SECTION SCALE: 3/8"=1'-0" 4 LE 035 LE 030 1 E5001 5 ~ I lf) ,-g 0 0 0 g ,_ 6 LG ✓c$ 'v 'v ; }' LG 5 0 [ill] 0 UPS RACK LAYOUT DETAIL 1 -g 0 0 0 g ~ SCALE: 1-1/2"=1'-0" E1002 7 8 I------{ 4 9 10 GENERAL NOTES: 1. FOR INSTRUMENT CONNECTION SEE DETAIL 3, DRAWING E5001. 2. FOR CONDUIT THROUGH WALL AND FLOOR, SEE OCSD STD DET S-411. 3. ALL CONDUIT SHALL BE INSTALLED ON SST UNISTRUT. SEE OCSD STANDARD DETAIL S-421. 4. SEE DWG E1002 AND E3001 FOR ADDITIONAL CONDUITS IN ELECTRICAL ROOM. KEYED NOTES: 0 BATTERY. LG (I) 7KVA, 120V RACK-MOUNTABLE UPS WITH HARDWIRED OUTPUT LG G) BYPASS SWITCH. INTERNAL TO UPS UNIT & REMOVABLE G) NETWORK ENCLOSURE RITTAL DK 7820.610, OR EQUAL. ® 165 POUND CAPACITY COMPONENT SHELF. RITTAL DK 7828.680 OR EQUAL. LG © REFER TO DWG. E3001 FOR CONDUIT IDENTIFICATION. 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. st~ o---lt-----.-----------------..--...... ---------------..... --------.~------------------.----------------------...... ---------------------..... --------...... -/r-. "l 0 st 0 .'.;-N .., -0 DD a,:~ ~g- z (/} G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 WEATHER STATION REMOVAL 03 05 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 "A" STREET PUMP STATION ELECTRICAL SECTION - 2 PROJECT NO. 5-52 DRAWING NO. E3002 69 OF 103 0 "O 0) ..a e ... 0 +' u 0) .c Ii'. w V) => A B C D E 1 TO CONTROL PANEL L.B. FITTING -~ FINISHED FLOOR ELECTRICAL ROOM~ 4 • EXPLOSION PROOF JUNCTION BOX __ _, WATERTIGHT FLOW METER, 2 ULTRASONIC AND FLOAT SPLICE BOX /1" SCH 80 PVC / CONDUIT H-20 RATED WET / WELL COVER _l L2" 3 RETAINER 4 TO CONTROL PANEL L.B. FITTING -..______ FINISHED FLOOR ELECTRICAL ROOM ~ 4 SIEMENS MILL TRON I CS FMS-220 SUPPORT OR EQUAL BOLTED TO 5 PULLBOX, NEMA 4X 24"H x 18"W x 8"D --CABLE SPLICE _.,--EXPOLOSION PROOF CONDUIT EYS SEAL (TYP) ULTRASONIC A ii AND FLOAT Ill SPLICE BOX 1" RGS PVC / COATED CONDUIT H-20 RATED r WELL COVER • • _I PROVIDE 4' CABLE ------HIGH WATER LEVEL ALARM SWITCH THE WET WELL WALL-~ 0 I '.st- 3/8" 316 ss CABLE -------"' WET WELL f 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 EXPLOSION PROOF JUNCTION BOX --~ WATERTIGHT ULTRASONIC SENSOR ------~ 24" WET WELL ., WET WELL ULTRASONIC SENSOR MOUNTING (ALL MATERIALS SHALL BE 316 S.S.) TO ULTRASONIC AND FLOAT SPLICE BOX ~ RGS CONDUIT PVC COATED ;f DETAIL 2 SCALE: 1/2" = 1'-0" E3002 6 WET OR FIELD DEVICE~-- 7 3/4" CONDUIT HUB CROUSE-HINDS #HUB-1 OR EQUAL I I I I I I I I I I / 8" ,--, I ._ ~[]~~~-3;''4" FLEXIBLE EXPLOSION ~ LIQUIDTIGHT CONDUIT UNION -- SEAL RGS PVC CAOTED TYPICAL INSTRUMENT CONNECTION DETAIL 4 SCALE: 1 /2" = 1 '-0" E3001 EXPLOSION PROOF JUNCTION BOX--~ WATERTIGHT EXTRA HARD WIRE---~ CORD PER CLASS 1 DIV 1. 5 I CABLE RACK t------t----~ SECTION j SCALE: 1 /2" = 1'-0" A 0 I .-st .,,-----2"¢ SCH 40 PVC PIPE. REMOVABLE FROM SUPPORT '----ULTRASONIC SENSOR • • 7 I I L . ...JLJ-~---1 ~-----< 10 WET WELL ( \ j 8 • • ., _I 0 0 0 0 0 © 0 0 G) @ 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. 1 / 4" STAINLESS STEEL TUBING. 1 /2" SWAGELOK UNION CONNECTOR. 1 / 4" STAINLESS STEEL TUBING. 1 / 4" SWAGELOK STAINLESS STEEL BALL VALVE FOR SEALING THE CALIBRATION GAS TUBING. NEMA 4X SST 316 LOCKABLE ENCLOSURE. STAINLESS STEEL (SST) MOUNTING BRACKET WITH 1 / 4" 31 6 SST ANCHORS AND 1 / 4" SST SCREWS. @ J-BOX TO BE INSTALLED WITHIN 9" BELOW WELL COVER. 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 <D 1 /8" THICK MIN---- 316 SST PLATE 1.----.. SHOP WELDED (8" RADIUS) CABLE RACK DETAIL SCALE: 1 /2" = 1'-0" (FRONT & BACK) ---SHOP WELD TWO 1 ½" x 1 ½" x ¼ 316 SS ANGLES TO FORM CHANNEL SECTION (TYP) ...____ 5/8"¢ 316 SST EXPANSION 5 ANCHORS 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. 5-52 DRAWING NO. ELECTRICAL DETAILS -1 E5001 70 OF 103 A B C D 0 ] J'i ct: 0 n----11 ._ ID ._ "O 0 "' ..., I ~N .c If) I ~ LO bj ::, ~E .,,< :I= -' "O a.. . I N:::;; 01 ON If) If) WI c-li If) If) I .';l-u~ ., 0 ., z /<( ., -' .... a.. ·.; I 0(1) a. I EN 0 If) ~I .... If) lil vi F 11::i rnct: ;5-x .... ., ., ._ .... (/} E <( ~ 0 I .. ~ 1 2 3 4 5 6 7 8 9 10 ~ ~ CD-.---------------,----------.---------t r-----a------fl::R-----= ---><---------#-+ ------t--lt - - i,1_ __ -lf¼-----lf¼---- 2 1----+-'-4-l'!-L-,LL...4-filL-JIILL...L..J.'....L....LL...L.LL.L.L...L...L..J.'....L....LL...L.LL.L.L...L...L..J.;...L--4J4-'L.L..L.-1"1.L...L...L..J.'--4-q_.!f!...L.LL.L.L...L'-4-<'-!<4L' 0- LT 019 Jil I I =II I n' I I I I I I I I I I I I I I I I I Ir "V -- I fill I =II II I 'I ' I I I I I I I I II I Ir SUMP PUMPS DETAIL 2 SCALE: 3/8" = 1'-Q" E3001 AREA CLASSIFICATION DETAIL SCALE: 1 / 4" = 1'-0" 1 NOTES: CLASS 1 DIVISION 1 GROUP D 1. ALL WIRING SHALL BE IN ACCORDANCE WITH AREA CLASSIFICATION. ROUND BEACON-~ TYPE 4X STRUCTURE MOUNT, 120 VAC STEADY HALOGEN LIGHT WITH RED LENS ROUND BEACON 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 CLASSIFIED AREA. TYPE 4X STRUCTURE MOUNT, 120 VAC STEADY HALOGEN LIGHT WITH GREEN LENS ,---CLASS 1 DIVISION 2 GROUP D FINISHED GRADE (OR BOTTOM OF SLAB) --COVER TO READ "GROUND WELL" ,-._ z -~ '-' ' CADWELD <.O TYPE "GT" ,-._ z -~ '-' ;_y)';. GROUNDING ROD DETAIL 3 SCALE: 3/4" -1'-0" E1002 d ~~ CONCRETE MAINTENANCE #4/0 BSC MAIN GRD GRID 12"x12" BENTONITE--~ BOX CONDUIT TO ~ CONTROL PANEL NEMA 4X JUNCTION BOX -- CLASS 1 DIVISION 2 LEVEL SWITCH SEE SPECIFICATIONS SECTION 17405 LSH 024 SWITCH TO ACTUATE 1" ABOVE FLOOR --- ~-12"X12"X6" METAL 4X S.S. JUNCTION BOX ~-TEST PUSH BUTTON METAL 4X S.S. ENTRY PANEL-FCP042 DETAIL NOT TO SCALE 36" FLEX CONDUIT CLASS 1 DIVISION 2 ----t--1-~-2" MAXIMUM 3/8" 316 SST MOUNTING HARDWARE 5 E1002 ~-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. st~ o--11----.-----------------..--...... ---------------...,...--------.~------------------.----------------------...... ----------------------..---------""'l--/r--. I') 0 st 0 .'.;-N .., -0 DD ct:~ ~g-z (/} &_ RECORD DRAWING 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 "A" STREET PUMP STATION ELECTRICAL DETAILS - 2 PROJECT NO. 5-52 DRAWING NO. E5002 71 OF 103 A B C D E F cU I NCIES. 0 0 0 I- 2 3 4 5 6 7 r~-\~lC 1r_:\ 1'-_I\ <1> I I ):I I ""Tr!-<I I<- ~~ ' \\ Vf-':~-L _ol!L--<_, I _ a_ ~; I c;_ ~; I A ,LI <II ~ \ __ <L) I_,// // ',---_ l_ _ -r:-_j_-- f L(',C j__ __________ L+---------+---------------------::~===-=.t-------- -1-1 , I.If --- ,JCIC ff, ·-1 .1° RF FCVFP :: I 1·· c1--IL' k=-= - I -r:L= r' "-,,-c:cEr'T (IV),' Ii" I 10 -c:, FC-F rr1 :,re -y=-= -~111=Lc:=:l /11. r, II-IC .LEE&RO. Inc. = -1--cl :;:JI 8 9 10 IICF RECORD DRAWING llh SINGLE LINE DIAGRAM E6001 A - B - C - D 0 ""Cl ., .0 0 -'- '-0 .... u ., ..c: ii:: w (/J ::::, "' 3: ""Cl c,j 0 0 ~ w I N LO I ,_ E ~ - ., /a,: a, D ;!:::: [Il ., ""Cl 0 "' E~ 0 LO 5;, I ..., LO ::, . CD (/J F 11:J ., De: ;5-x .... ., ~ .... UJ E <( .g I '? - ,, '1,() A B C D E F 90" G H I J K L M 1 I 2 I 3 I 4 I 5 /1 I ---r-----------/ ______________ / // / / 55EMBK126 MAIN CB 55ESBK126 MM CB I . 55EMBK129 TO MCC-A 55EMBK130 TO MCC-B 55ETVSS126 SURGE SUPRESS TVSS126 40" 55EEBK100 MAIN PUMP #1 BKR 55ETUB1 OOA /( MAIN PUMP #1- VFD ffi 55ETUB1 OOB MAIN PUMP #1 BYP . I . 55EMBK134 TO £MR134 55ETUB020 SUMP PUMP £ SPARE SPACE SPACE 40" 55ESBK134 TO MR134 55ETUB025 SUMP PUMP £2 SPARE SPACE SPACE . I . 20" 55EEBK200 MAI,!>\ PUMP #: ffiBKR 55ETUB200A MAIN PUMP #2 VFD 55ETUB200B MAIN PUMP #2 BYP . I . 55EEBK300 MAIN PUMP #2 BKR 55ETUB300A MAIN PUMP #3 BYP 55ETUB300B MAIN PUMP #3 BYP 40" / V '-+---< 2 . I I 6 Y/ 90" □ UTILITY METER FBK126 I I/ ~ .______.__ _ _______._______I/ I , 60" 7 I 8 I 9 I 10 GENERAL NOTE: 1. CONTRACTOR SHALL COORDINATE DWG. E6002 WITH DWG. NC110 KEYED NOTES: fil (I) 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 ill 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 • 0 0 CJ NP-12 0 CJ NP-1 (Q) CJ NP-4 20" 0 CJ NP-2 VFD DISPLAY CJ 0 CJ NP-3 @~ N -st- (Q) CJ NP-5 MCC-A AND 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 /F\ 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 a OC) ~ 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 ..... ~--------------------------------------------------------------------------------------------------------------+-/r---"'0 vo ,..N -, -0 IX) De: -0.. C. /a, :z (/J /G\ RECORD DRAWING 03 107 /1'\ SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 '05 MARK 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 • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I PROJECT NO. 5-52 L§llf LEE&RO. Inc. DRAWING NO. E6002 73 OF 103 I I I I I I A - B - C - 0 ""Cl ., .0 D 0 -'- '-0 .... u ., ..c: ffi (/J ::::, "' 3: ""Cl rri 0 0 ~ w I N LO I ,_ E ~ - ., /a,: a, D ;!:::: [Il ., ""Cl 0 "' E~ 0 LO 5;, I ..., LO ::, . CD (/J F 11:J ., De: ;5-x .... ., ~ .... UJ E <( .g I '? - CKT NO 5 14 1 PUMP NO. 1 PMP100 PUMP NO. 3 PMP300 I USAGE SUMP PUMP SP-02 15 FCP025 PHASE VA SUBTOTALS * Indicates GFI type circuit breaker CKT NO USAGE 1 AC065 3 5 7 FCP053 9 1 1 13 15 EL RM EMERG LIGHTS 17 EL RM LIGHTS NO. 1 AND EXH. FAN 19 TOWER LIGHT 21 EXTERIOR LIGHTS 23 25 XFMR 208/240V ( XFMR007 ) 27 29 31 FV 556 33 SPARE 35 ROOF RECEPTACLE 37 39 41 PHASE VA SUBTOTALS * Indicates GFI type circuit breaker 2 QTY I 3 I 4 MCC-A AND MCC-B LOAD CALCULATION VA VA VA PHASE A PHASE B PHASE C 4040 4040 4040 BRKR A/ PLS 20/3 CKT NO 13 PUMP NO. 2 PMP200 USAGE I QTY 5 I 6 I VA VA VA BRKR PHASE A PHASE B PHASE C A/ PLS 4040 4040 20/3 4040 7 w N ,.,-... t (/) I-I-::) :r: 0 (_') (_') z z 0 0 I- ::) u O::'. I 8 I 9 CONDUIT AND WIRE SCHEDULE -POWER w (/) w :f N 0 z ::) w :;;: N 0 O::'. 4040 4040 4040 20/3 6 SUMP PUMP SP-01 PMP020 1270 1270 1270 20/3 ~ 8 ~ ~ P1 (2)3 200 P2 '2)3 20 u P1 P2 0... (/) 0 O::'. (_') Ul LL 2 SCE CONN. SCE TRANSFORMER SCE TRANSFORMEF DPN126 1270 1270 9350 9350 20/3 1270 9350 PANEL NO: EQUIPMENT TAG: LOCATION: VOLTAGE: MAIN BREAKER: BUS SIZE: POWER PANEL PP-1 1 1 FCP134 PHASE VA SUBTOTALS PHASE VA TOTALS PANELBOARD VA TOTALS PANELBOARD AMPS TOTALS MCC129, 130 MCC129, 130 ELECTRICAL ROOM 480 VAC 200 A 600 A POWER PANEL FCP 134 (PP1) VA VA VA BRKR CKT 9940 7440 50/3 5660 15250 12750 10970 24600 22100 20320 67020 81 MOUNTING: RACK TYPE: NEMA 12 PHASE: 3 WIRE: 4 VA VA VA BRKR QTY PHASE A PHASE B PHASE C A/ PLS NO USAGE QTY PHASE A PHASE B PHASE C A/ PLS 1 1270 2 FCP051 1 560 1270 30/3 1270 1 560 560 20/3 560 20/1 3 120 20/1 5 562 20/1 4 100 20/1 3 750 20/1 20/1 1 2500 2500 30/2 20/1 1 100 20/1 20/1 2 360 20/1 4790 5300 2392 PANEL NO: EQUIPMENT TAG: LOCATION: VOLTAGE: MAIN BREAKER: BUS SIZE: 4 6 8 WATER HEATER 10 12 PUMP RM EMERG LIGHTS 14 PUMP RM LIGHTS NO. 1 *16 EL RM RECEPT-120V 18 SPARE *20 PUMP RM RECEPTACLE 22 PUMP RM LIGHTS NO. 2 24 PATIO LIGHTS *26 EXTERIOR RECEPT-120V 28 FCP023 30 IRIG. CONTROLLER 32 FIT555 *34 FCP036 RECEPTACLE 36 UPS060 38 40 42 PHASE VA SUBTOTALS PHASE VA TOTALS PANELBOARD VA TOTALS 25% LCL PANELBOARD VA TOTALS PANELBOARD AMPS TOTALS FCP134 FCP134 ELECTRICAL ROOM 120/208 VAC 100 A 200 A 5 4 4 4 10 2 1 1 1 1 4 560 20/3 560 1500 20/2 1500 250 20/1 400 20/1 720 20/1 20/1 720 20/1 1000 20/1 50 20/1 180 20/1 360 20/1 50 20/1 50 20/1 720 20/1 1500 1500 30/2 4910 4860 2410 9700 10160 4802 24662 6166 30828 90 MOUNTING: SURFACE TYPE: NEMA 12 PHASE: 3 WIRE: 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. P3 3 100 P3 3 4/0 1 2 DPN126 P4 3 50 P4 3 4/0 1 2 REC015 PS 1 10 PS 3 6 1 10 MCC-A /F\ P6 1 25 P6 3 8 1 10 VFD300 P7 1 10 P7 3 1½ 1 6 XFMR134 PB 1 40 PB 3 8 1 10 VFD200 pg 1 10 pg 3 12 1 12 FCP134 P10 1 50 P10 3 8 1 10 VFD100 P 11 1 20 P11 3 10 1 10 FCP134 P12 1 40 P12 3 12 1 12 FCP134 P13 1 30 P13 3 12 1 12 FCP134 P 1 4 1 30 P 1 4 3 1 2 1 1 2 J 1 6 P 1 5 1 30 P 1 5 3 1 2 1 1 2 J 1 6 P17 1 40 P17 2 8 1 10 FCP134 P18 1 10 P18 6 12 1 12 J16 P21 1 20 P21 2 12 1 12 FCP134 P22 1 10 P22 2 1 2 1 1 2 SWI060 P23 -10 P23 2 1 2 1 1 2 SWI060 P25 1 50 P25 4 1 2 1 1 2 FCP036 P26 1 30 P26 3 12 1 12 FCP134 P27 3/4 30 P27 2 12 1 12 FCP036 P28 1 80 P28 3 12 1 12 FCP134 P29 1 30 P29 2 1 2 1 1 2 FCP036 P30 1 25 P31 1 25 P32 1 25 P34 1 40 P35 1 50 P36 1 50 P37 1 60 P38 1 80 P39 1 80 P40 1 60 P41 1 11 0 P42 1 40 P43 1 40 P44 1 40 P45 1 80 P47 1 25 P48 1 25 P49 1 25 P50 1 25 P30 P31 P32 P34 P35 P36 P37 P38 P39 P40 P41 P42 P43 P44 P45 P47 P48 P49 P50 P51 1 25 P51 P52 1 25 P52 P54 1 50 P54 P56 ¾ 50 P56 P57 1 25 P57 P58 1 30 P58 P59 1 30 P59 P60 1 30 P60 P61 1 30 P61 P62 2 15 P62 P63 2 15 P63 NOTES: 2 1 2 1 1 2 FCP036 4 1 2 1 1 2 FCP036 4 12 1 12 FCP134 3 12 1 12 FCP134 6 12 2 12 FCP134 3 12 1 12 FCP134 3 12 1 12 FCP134 3 12 1 12 FCP134 3 12 1 12 FCP134 3 12 1 12 FCP134 6 12 1 12 FCP134 3 12 1 12 FCP134 3 12 1 12 FCP134 3 12 1 12 XFMR 208/240V 3 12 1 12 FCP134 3 12 1 12 FCP134 ,. 3 12 1 12 FCP036 L£."-.. 1 COAX 1 STP CAMERA PANEL 1 COAX 1 STP CAMERA PANEL 1 COAX 1 STP CAMERA PANEL 1 COAX 1 STP CAMERA PANEL 2 12 1 12 FCP 134 4 12 FCP036 4 12 1 12 FCP036 2 14 CAMERA PANEL 2 14 CAMERA PANEL 2 14 CAMERA PANEL 2 14 CAMERA PANEL 3 2 1 6 MBK129 3 2 1 6 MBK130 MBK126 . SBK126 /F\ XFMR134 PMP300 FCP134 PMP200 FCP023 PMP100 AC065 FAN051 FAN053 PMP020 PMP025 WATER HEATER MCC129, MCC130 SWI060 FCP036 UPS060 FCP030 FCP036 ,. LI034B ~ TOWER LIGHT LI034A JSL039 FIT075, FE075 FIT555, FE555 EL RM EMERG LIGHTS EL RM LIGHTS 1 /FAN 067 EXTERIOR LIGHTS PATIO LIGHTS PUMP RM LIGHTS 1 PUMP RM LIGHTS 2 PUMP RM EMERG LIGHT EL RM RECEPT-120V/ROOF XFMR007 EXTERIOR RECEPT-120V RECEPT-240V PUMP RM RECEPT IRRIGATION CONTROLLER LIT035 JS J6 J7 JB FV556 FCP042 CAMERA PANEL JS J6 J7 JB MCC A TO P. HAT MCC B TO P. HAT 1. ALL CONDUIT LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL MEASURE ACTUAL LENGTHS IN THE FIELD AND INSTALL CONDUITS ACCORDINGLY . I 10 1 SPARE THRU J3 THRU J2 A 1 SPARE~ THRU J 1 - UPS INPUT "HRU JBOX 55E "HRU JBOX 55E ~ - RECEPTACLE - - ~---11-------------------------------------------....:~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~----------------------------------------------l--/r-,. "'0 vo ,..N -, -0 IX) De: -0.. C. /a, :z (/J /G\ RECORD DRAWING 03 107 /1'\ SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 '05 MARK 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 • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L§llf LEE&RO. Inc. I I ~,:~)t ORANGE COUNTY ,__~<~ \ ~~~· SANITATION DISTRICT .._, I ' ~ I I REHABILITATION OF "A" STREET PUMP STATION CONDUIT, MCC, AND PANEL SCHEDULES I I PROJECT NO. 5-52 DRAWING NO. E6003 74 OF 103 A - B - C - D 0 "tl ., .0 0 -'- '-0 .... u ., ..c ii:: w 1/l :::, Cl ~ "tl "" 0 0 tO w I N II) ,_ E ~ - ., /o:: ., 0 :-!= (ll 1/) "tl 0 Cl c.E I N 011) u1 ✓II) .... -= ::, .. ID 1/l F 11::i 1/) 0:: ;5-x .... ., ~ .... Ill E <( ~ 0 I .. - 1 I 2 I 3 I 4 I 5 CONDUIT AND WIRE SCHEDULE -CONTROLS w N ~ Vl I-LL ......, >-I-I-I- 0 :::) :r: I--0 z (') :2: £ (') z z <( w 0 <( 0 w :::) N O'.'. 0 I-0 _J 0 Vl LL I- C1 3/4 40 6 14 VFD100 PMP100, TE103 C2 3/4 35 6 14 VFD200 PMP200, TE203 C3 3/4 30 6 11 VFD300 PMP300, TE303 C5 3/4 25 8 /~\14 FCP023 HS020A, HS025A, HS019 C6 3/4 40 12 14 J11 HS100, HS1 OOA 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 25 120 14 MCC129, 130 FCP036 C13 3/4 25 6 14 AC065 FCP036 S14 3/4 25 2 STP FCP030 FCP036 S15 3/4 50 1 STP LI034A FCP036 S16 3/4 25 1 STP A LI034B FCP036 A C17 3/4 25 12 14 /F\ ZSC062, ZSC062A FCP036 C18 2 25 40 14 J15 FCP036 S19 1 10 2 ETH + PL CAMERA PANEL TEL CABINET S20 1 50 2 ETH + PL TEL CABINET FCP036 S21 1 50 2 ETH + PL CAMERA PANEL FCP036 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 A 25 10 ~TP MCC129, 130 FCP036 S30 1 L!... ,25 5 'F\STP J14 FCP036 C31 1-½" 25 22 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 I 6 w N ~ I- Vl I-z w :2: :2: 0 0 Vl LL ......, I-I--0 :::) :r: -0 (') (') z z <( 0 w I-0 _J THRU J1 S34 3/4 25 THRU J2 C35 3/4 25 THRU J3 C36 3/4 25 3 SPARES C37 3/4 25 /4\ C40 1 25 - A C41 1 25 S42 1 20 C43 3/4 25 C44 3/4 25 C45 1 25 C46 1 40 SPARE C47 1 35 C48 1 30 C49 1 25 S53 1 15 C56 3/4 35 C64 1 35 1 SPARE S68 3/4 25 1 SPARE C71 1 10 1 SPARE C72 3/4 20 C76 1 25 C78 3/4 50 C81 3/4 20 C83 3/4 25 C84 1 25 S85 3/4 25 C86 3/4 25 C87 3/4 20 C88 3/4 15 A C89 3/4 10 C90 3/4 10 C91 3/4 20 C92 3/4 50 I 7 I 8 I 9 I 10 CONDUIT AND WIRE SCHEDULE -CONTROLS >-I-I-z :2: <( w 0 :::) N O'.'. 0 Vl LL 1 MFC* LE035 3 14 FSL052 3 14 FSL054 1 MFC* AC065 8 14 HS556 BOX*** 12 14 FCP023 6 STP LCP-A 4 14 ZSC078C 4 14 ZSC078D 12 14 ZIT556 4 14 ZSC105 4 14 ZSC205 4 14 ZSC305 6 14 LT019 1 STP. FCP050 2 14 /F LSH029 18 14 J10 1 MFC* JSL039 20 14 FCP036 10 14 FCP036 16 14 J13 IF\ 6 14 HS053B/H5051 B 2 14 FCP030 6 14 FCP023 12 14 FCP036 2 STP FCP036 4 14 FCP036 2 14 J10 2 14 J10 2 14 J10 2 14 AIT050 2 14 TSH064 2 MFC* AIT050 Vl I-z w :2: :2: 0 0 I-0 FCP036 FAN051FCP FAN053FCP TT064 J15 FCP036 FCP036 J13 J13 J15 J10 J10 J10 FCP023 FCP036 FCP036 FCP036 FCP036 A LCP-A /F, DPN113 (ZSC062C, ZSC126) 6 SPARES FCP036 4 SPARES FAN053 FCP/FAN051 FCP FCP036 ME21, ME26, TE22, TE27 LIT035 LIT035 HS059, HS059A ME104 ME204 ME304 FCP036 FCP036 AE050 THRU LEVEL NEMA 4X PB £ 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 ..... .,_ __________________________________________________________________________________________________________________ ..,.._ /r-- 1") 0 va ,..N -, . oa:i 0:: -0. C. /a, zlll /1\ RECORD DRAWING 03/07 A UL TIMA XIR GAS ANALYZER ADDITION 10 '05 /F\ SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 MARK 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 • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I L§lf LEE&RO. Inc. I I ~,ANI,~ ,l~r~~ ~ • -,1~t ORANGE COUNTY ~r· SANITATION DISTRICT ""' M. I I REHABILITATION OF "A" STREET PUMP STATION CONTROLS CONDUIT AND WIRE SCHEDULE I I PROJECT NO. 5-52 DRAWING NO. E6004 75 OF 103 0 "O 0) _a 0 ._ ._ 0 +' u 0) .c Ii'. w V) => "' :I= "O 5 0 DJ w I N IO I ,_ u 0) 0) /0:: 0) 0 :!: fil 1/J 0 O(.!) a. I EN Oil) ~I _,_. IO A B C D E cil vi F 11!i 1/J 0:: <x / +' 0) 0) ._ +' vi E <Jl 0 I •• - 1 2 INCOMING BELOW -----t---~ CABINET WITH GROUND ROD 20/13 ' HP--~ goo · .600 RPM PUM MOTOR (TYP OF 2) y .. PR-1 E8002 3 EMER. GEN. PLUG (200 AMP) 600 VOLT INCOMING/ MOTOR CONTROL 480 VOLT BOX "' 110 -' "' 4 PR-3 )'R,;:-fo.b-';t';,'--PRESSURE SWITCHES . FOR LEVEL .,_-I • ~ 5 .u. 6 7 AS-BUILT 8 9 10 ~t---,t-;:P:-;:;R=1::c1 PU M MOTOR E800 ( P) NOTE: REMOVE ALL ELECTRICAL EQUIPMENT AND SCRAP 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. ,t-o---it,...------------------------------------------------------------------------------------------------------------------------1--/r--"'o sta ,:'.?-N .., . ooo o::- ~g- ZV) .. w (.!) I-;= < 00 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) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION EXISTING PUMP STATION ELECTRICAL DEMOLITION - 1 PROJECT NO. 5-52 DRAWING NO. E8001 76 OF 103 0 ] J'i e L. 0 .... 0 ., .c i -c, c-J 0 0 IX) w I N I() I .';l- o ., ., /0:: ., 0 :t:: CD mo oc., a. I EN 01() ~I .... I() A B C D E lil vi F 11::i mo:: ;5-x .... ., ., L. .... Vl E < ,g 0 I .. ~ 1 LIGHT FIXTURES TO BE----+llli SCRAP 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 CONNECTIONS TO PUMP STATION SHALL BE DISCONNECTED OR REMOVED PRIOR TO START OF DEMOLITION WORK. 2. CONTRACTOR SHALL CONTACT EDISON TO REMOVE ELECTRICAL METER AND DISCONNECT SERVICE FROM EDISON TRANSFORMER. 3. ALL EQUIPMENT IN PUMP STATION NOT SHOWN SHALL 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. st~ 0---11~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/r-,. I') 0 st 0 .'.;-N .., -0 IX) a::~ ~g-z Vl .. w ~~ OD &, RECORD DRAWING 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 "A" STREET PUMP STATION EXISTING PUMP STATION ELECTRICAL DEMOLITION -2 PROJECT NO. 5-52 DRAWING NO. E8002 77 OF 103 A - B - C - 0 "tl ., D .0 0 .. - .. 0 .... u ., ..c: ffi en ::J a, ~ "tl 5 0 0 z I N I{) I ,. E .. -1ii C ·-I}:'. / Cl ~ ID 'uj D 0 C) c. I EN 0 I{) ~I ~I{) ·:5. ID~ I u.J 1/J I}:'. <(X / .... ., ~ vi E <( ~ I{) . lo v- 0 /r-, "'0 va ,..N -, -0 IX) l}'.'.- 0.. C. /a, :z en F It:-. MARK 1 I VALVES [><J GATE VALVf. I 'a,_ I BUTTERFLY VALVf. -ill-SLIDE/LAUNDER VALVf. [:::o(J GLOBE VAL Vf. ~ 3-WAY GLOBE VALVE c::Jl::J NEEDLE VALVE [:e:] BALL VALVE c&i 3-WAY BALL VALVE CXX] PLUG VALVE [0] DIAPHRAGM VALVE N CHECK VALVf. ~ WAFER CHECK VALVE ~ 3-WAY VALVE -ID-KNIFE GATE VALVE ~ 3-WAY SLIDE VALVf. ~ ANGLE GLOBE VAL VE RPO ~ BACKFLOW PREVENTER 611 ANGLE HOSE VALVf. if] ANGLE VALVE ~ GLOBE ANGLE HOSE VALVf. NOTE: REFER TO INSTRUMENTATION LEGEND FOR CONTROL VALVES AND INSTRUMENT SYMBOLS. PIPE SYMBOLS NEW PRIMARY PIPE NEW SECONDARY PIPE EXISTING PRIMARY PIPE EXISTING SECONDARY PIPE FUTURE PRIMARY PIPE FUTURE SECONDARY PIPE RECORD DRAWING DESCRIPTION I 2 I FITTINGS 1~ FLANGE I BLIND FLANGE D WELDED CAP D SCREW CAP □ PLUG -[ HOSE CONNECTION -[ QUICK DISCONNECT ~ OPEN SPACER ~ CLOSE SPACER f 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 j 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 SIHEET. )3/Q; DATE APPR. 3 I 4 I 5 I 6 COMPONENTS AND MATERIAL HANDLING SYMBOLS / LINE TERMINATOR ,---~ ~ WEIR GATE I I I I 0 STRAINER Vf.RTICAL LIFT PUMP {-} STOP LOG CONDENSER ( I II J r Y-TYPE STRAINER ._____) ~ N FLEXIBLE HOSE Q SLIDE GATE IN-LINE EXCHANGER CENTRIFUGAL PUMP ,{;)_ VENT EEE L _J RNT SLUICE GATE VENT CANE TYPE s r:= y ROTARY PUMP DRAIN => => ® => BARSCREEN cs;;] FILTER GEAR PUMP SEPARATOR => C => HAMMER ARRESTOR 00 '-~ u AXIAL FAN rn FLAME ARRESTOR (Q] TELESCOPING VALVE MOTOR OPERA TED STRAINER D IN-LINE SILENCER CENTRIFUGAL BLOWER 0 ~ STEAM TRAP 8 POSITIVE DISPLACEMENT 101 BLOWER SCREW CONVEYOR DRYER FIRE HYDRANT n u IN-LINE FILTER / A ~ EYE WASH ~ PULSATION 17 \/\I H \I\ I \I ~ DAMPENER AIR COMPRESSOR DRYER 1 SCUM SKIMMER SHOWER/EYE WASH D M f---Iii ~ HYDRAULIC - I : I PULSATION DAMPENER p SLUDGE COLLECTORS DESICCANT AIR DRYER OBSERVATION PORT -/ ' ----- -~ -BREATHER -CALIBRATION -COLUMN ~ ---CENTRIFUGAL COMPRESSOR 00 SUMP STRAINER - --'- ( -( DRUM IN-LINE VACUUM ) ) I H ~ GRINDER cp [Z] MOTOR l RECIPROCATING COMPRESSOR MIXER CENTRIFUGE I I I I DIAPHRAGM PUMP ( I Ill u -IN-LINE MIXER D CHEMICAL COOLING EXCHANGER METERING PUMP /\ I\ I\ I\ I\ I\ DIFFUSER ENGINE/TURBO BEARING ~ 0 AIR VACUUM, ~ ELBOW PUMP AIR RELEASE VALVE C) AND PRESSURE RELIEF VACUUM BREAKER PROGRESSIVE [lJJ VVVV\/\/VVV\J CAVITY PUMP FLAPPER VALVE HEAT EXCHANGER GAS ENGINE - L ~ ---✓------ ~ - - -- ------C SUMP PUMP ~ GEAR BOX ~ -..... -~ l _,.,,...___ ~ -------_..,--..__ -X ' PRE-HEATER '---' DESIGNED BY· Rosu, Cezar -04/28/04 ~ cAN/r,~ DRAWN BY: Robledo, Hector -04i28i04 @:ESS/~":L ' ~ /~ ~._,<,.1JR Ho.r-,:,, ~ CHECKED BY: Brown, Ernie -04/28/04 L§llf LEE&RO. Inc. = \~~ fa !lo.£1454-4 -"" ;,, I le = _, ~~ \ LINE IS 2 INCHES • r.,.~ ~ I ,. • I AT FULL SIZE ~;,rcr11~~"' ~~~· ~ CAI.I~ (IF NOT 2" -SCALE ACCORDINGLY) "< I 11£ ' - I I I I 7 I 8 I 9 I 10 EQUIPMENT TAG ABBREVIATIONS/FUNCTIONAL ID OPERATING FLUID FA FOUL AIR PC PRIMARY CLARIFIER FD FLOOR DRAIN AC AIR CONDITIONING PIV PINCH VAL Vf. FECL2 FERROUS CHLORIDE ARV AIR RELEASE VAL Vf. FECL3 FERRIC CHLORIDE PV PLUG VALVf. FM FORCE MAIN BFP BELT FILTER PRESS PMP PUMP FO FUEL OIL BFV BUTTERFLY VALVf. PNL PANEL FW FEED WATER BV BALL VALVf. PRO PRES REDUCING VALVE GR GRIT BOL BOILER PRG PRES REGULATING VALVE HCL HYDROCHLORIC ACID HPA HIGH PRESSURE AIR Vf.RTICAL TANK PRV PRES RELIEF VALVE BSR BARSCREEN 1-- HPDG HIGH PRESSURE DIGESTER GAS BWR BLOWER PRVB PRES RELIEF/VACUUM BREAKER (I I) HW HOT WATER HWR HOT WATER RETURN CEN CENTRIFUGE RPO REDUCED PRINCIPLE DEVICE HWS HOT WATER SUPPLY HORIZONTAL TANK CLR SCUM OR SLUDGE COLLECTOR SAM SAMPLE H202 HYDROGEN PEROXIDE CV CHECK VALVE SBR SCRUBBER IA INSTRUMENT AIR IW INDUSTRIAL WATER CLS CLASSIFIER SOF SOFTENER JWR JACKET WATER RETURN CMP COMPRESSOR SPD SUMP PUMP DISCHARGE JWS JACKET WATER SUPPLY CND CONDENSER SPR SEPERATOR JOS JOINT OUTFALL SEWER CVY CONVEYOR ST STEAM LPA LOW PRESSURE AIR STR STRAINER LPDG LOW PRESSURE DIGESTER GAS DRY DRYER LO LUBE OIL I-- BOILER SWP SWEEP ARM ASSEMBLY MA MURIATIC ACID DV DIAPHRAGM VALVE i f NG NATURAL GAS TNK TANK OF OVf.RFLOW l I ENG ENGINE TUB TUB (ELECTRICAL) I I EVP EVAPORATOR 02 OXYGEN TUR TURBINE p PROPANE I I EXH EXHAUST TSV TELESCOPING VALVE PE PRIMARY EFFLUENT EXR EXCHANGER Pl PRIMARY INFLUENT I I VFD VARIABLE FREQUENCY POL POLYMER I I FAP FIRE ALARM PANEL DRIVE POTW POTABLE WATER I I FIL FILTRATE VNTV VENT VALVE PS PRIMARY SLUDGE FLR FLARE VKG KNIFE VALVf. PW PLANT WATER CHEMICAL FEEDER FLT FILTER RS RAW SEWAGE RAS RETURN ACTIVATED SLUDGE I-- FLV FLAPPER VAL VE wss WASTESIDE STREAM REC RECIRCULATION I I RW RECLAIMED WATER GAT GATE s SCUM I I GBX GEARBOX SEW SEWER OPERATING FLUID I I GDR GRINDER SC SLUDGE CAKE GEN GENERATOR 80 SLOWDOWN SD SANITARY DRAIN LJ GLV GLOBE VALVE BS BOTTOM SLUDGE SE SECONDARY EFFLUENT BYP BYPASS SI SECONDARY INFLUENT GV GATE VALVE C CHILLED WATER SN SUPERNATANT BRINE TANK CHEMD CHEMICAL DRAIN so SLOP OIL HTR HEATER CND CONDENSER SOD SLOP OIL DRAIN 6 cs CHLORINE SOLUTION SW SOFTENED WATER MTR MOTOR I--CSL CAUSTIC SOLUTION SWR SEAL WATER MXR MIXER cw CITY WATER TFE TRICKLING FILTER CLARIFIER EFFLUENT GAS BURNER D DRAIN TFS TRICKLING FILTER CLARIFIER SLUDGE NV NEEDLE VALVE DC DIGESTER CLEANING TWAS THICKENED WASTE ACTIVATED SLUDGE [Z] DG DIGESTER GAS V VENT OPS OPERATOR (ACTUATOR) OS DIGESTED SLUDGE WAS WASTE ACTIVATED SLUDGE FILTER □ CATCH BASIN 1--rn 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 PLATE HEAT EXCHANGER FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED D 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 BASKET STRAINER OR THE OWNER(S) OF THE UTILITIES INVOLVED. REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 ORANGE COUNTY DRAWING NO. INSTRUMENTATION AND CONTROL N0001 SANITATION DISTRICT SYMBOLS AND ABBREVIATIONS -1 78 OF 103 l I I I A - B - C - 0 "Cl " .c D e - ._ a .... u " .c ci:: w VJ ::::) c> ;,: "Cl c--l 0 0 0 z I N IO I ~ E ._ -1n C ·-o:: / Cl ~ID 'cij Cl QC., a_ I EN O IO ;;,Ji .... ·:5 .. ID~ IW (/) It'. <(X / .... " ~ vi E <(~ IO lo -.1-- 0 /r--r'l o vo ,..N -, . coo It'. -0. a_ /o, z VJ F 1 I INSTRUMENT SIGNAL LINES INSTRUMENT TO PROCESS SIGNAL )( )( )( )( CAPILLARY TUBE -----ELECTRICAL :n-c. :7fC. -nc. 7~{. PNEUMATIC . HYDRAULIC ---- - - - GUIDED SONIC 0 0 0 0 SOFTWARE LINK 0 0 0 0 MECHANICAL LINK DRA~NG/AREA CONNECTORS ( DWG NUMBER I 111122233 I DRA'MNG CONNECTOR TO/FROM OTHER DRA'MNGS 11111222331 DWG NUMBER) ~ DRA'MNG NUMBER SEQUENCE NUMBER (2) DRA'MNG NUMBER (3) AREA NUMBER (4) ◄ DWG NUMBER 14444555661 "FILLED IN TIP" AREA CONNECTOR TO/FROM OTHER AREA 4444555661 DWG NUMBER► ~ DRA'MNG NUMBER SEQUENCE NUMBER (2) DRA'MNG NUMBER (3) AREA NUMBER (4) INSTRUMENT LOOP TAG NUMBER INSTR FUNC ID XX X 100A L INSTR TAG sumx BLOCK NUMBER TYPICAL CALLOUT © A RELIEF DEVICES ~ PRESSURE RELIEF VALVE t VACUUM RELIEF VALVE -4-PRESSURE/VACUUM RELIEF VALVE i VACUUM SAFETY VALVE & RECORD DRAWING MARK DESCRIPTION I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 CONTROL VALVE INSTRUMENT SYMBOLS INSTRUMENT SYMBOLOGY DEFINITION MEANINGS OF IDENTIFICATION LETTERS THIS TABLE APPLIES ONLY TO THE FUNCTIONAL IDENTIFICATION OF INSTRUMENTS [><] 0 ~ FIRST-LETTER SUCCEEDING-LETTIERS GATIE PLC INTERLOCK WITH REF. TO LOGIC NO. ~ STANDARD PCI TEMPLATE WITIH FIELD MOUNTED LOGIC NO. XXX-NC-XXX-AX "RT" IN UPPER TRIANGLE MEASURED OR READOUT OR OUTPUT 00::J AREA TU t= SHEET NO. REPRESENTS ABBREVIATED MODIFIER MODIFIER BALL SERVICE (RUN TIME), LOWER INITIATING VARIABLE PASSIVE FUNCTION FUNCTION 8 A ANALYSIS ALARM t:§:1 TIRIANGLE C13 REPRESENT 3-WAY BALL FRONT MOUNTED P & ID NO. NO. IN DIAMOND STANDARD TEMPLATE NO. AT USER'S CHOICE USER'S CHOICE USER'S CHOICE CONTROL ROOM PANEL BOTTOM TRIANGLE CHARACTERS B BURNER, COMBUSTION w GLOBE IN NO. ARE CROSSING LINES OF C USER'S CHOICE CONTROL CLOSE 0 BACK PANEL MOUNTED _LVL ~~A SOFTWARE ALARMS WITIH ANALOG TRIANGLE LINES ARE SHOWN D DENSITY DIFIFERENTIAL ~ ANGLE GLOBE CONTROL ROOM PANEL ~ DISPLAY WHERE _L~ IS EXTENSION BROKEN. OF TAG. FOR DESCRIPTION OF LVL, HA, 0 E VOLTAGE SENSOR (PRIMARY ~ 3-WAY GLOBE 8 ttA HHA, LA & LLA REF. PCI EXTENSION LIST. INTERLOCK ELEMENT) RATIO (FRACTION) FRONT MOUNTED FIELD PANEL F FLOW RATIE -1,1 BUTTIERFL Y G USER'S CHOICE GLASS, K)I ANJ:LOG9'NPUJ; TO ,b'LC O i ◄ ----1> = DIAPHRAGM SEAL PRESSURE REGULATOR 8 VIE'MNG DEVICE BACK PANEL MOUNTED INTIERNAL TAP H HAND HIGH FIELD PANEL + t I CURRENT (ELECTRICAL) INDICA TIE K)I ~NALo8 ou,guT F~OM PJ-C ► UL TIRASONIC LEVEL DIFFERENTIAL PRESSURE □ SHARED DISPLAY COMPUTER ----1> TRANSMITTER J POWER SCAN REGULATOR NOT NORMALLY ACCESSIBLE K TIME, TIME SCHEDULE TIME RATE OF CONTROL STATION TO OPERATOR. = I CHANGE SOLENOID 8 SHARED CONTROL AUXILIARY K)I Dl~TAL c\NPU1 TO ~LC 00 L LEVEL LIGHT LOW, LEFT <I-----1> oO LOCATION 0 / BUBBLER M MOISTURE MOMENTARY MIDDLE, r ~/ , , I INTERMEDIA TIE a SHARED DISPLAY e==::J N USER'S CHOICE COMPUTATION USER'S CHOICE USER'S CHOICE USER'S CHOICE 3-WAY SOLENOID HORN COMPUTER AND OPERATOR K)I Dl~TALJJUTP8T FIR8M P6C INTERFACE I>-----1i 0 USER'S CHOICE ORIFICE OPEN ~ p PRESSURE, VACUUM POINT (TEST) ....._ 0 FLOAT 4-WAY SOLENOID CONNECTION Q QUANTITY INTIEGRATE, TOTALIZE y IN LINE INSTRUMENT COMPONENT R RADIATION RECORD RIGHT INSTRUMENTATION FUNCTION DESIGNATORS AND ABBREVIATIONS DOUBLE SOLENOID s SPEED, FREQUENCY SAFETY S'MTCH T TIEMPERA TURE TRANSMIT 1: I ORIFICE PLADTE ACK ACKNOWLEDGE FLO FAIL LAST POSITION ON LOSS OF M MEDIUM PLC/MMI [;O::] AND FLANGES CONTROL SIGNAL AND FAIL OPEN u MULITIFUNCTION MULTIFUNCTION MULTIFUNCTION PLUG AMB AMBIENT ON LOSS OF AIR SUPPLY. M1,M2 MULTIPLE MEDIUM D21 t=:J VENTURI V VIBRATION, MECHANICAL VALVE, DAMPER, 3-WAY PLUG ATM ATMOSPHERE FO FAIL OPEN MAX MAXIMUM ANALYSIS LOUVER [] FOF FACE OF FLANGE MIN MINIMUM w WEIGHT, FORCE, TORQUE WELL ~ AVERAGING PITOT BOP BOTTOM OF PIPE FOF EL FACE OF FLANGE ELEVATION MOV MOTOR OPERATIED VALVE 4-WAY PLUG TUBE X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED BTL BOTTOM TANGENT LINE FT FEET MA MANUAL/ AUTO t:=::i MANUAL/OFF y EVENT, STATIE OR Y AXIS RELAY, COMPUTIE, Cl8lJ FLOW NOZZLE BC BATCH COMPLETE FV FULL VACUUM MO DIAPHRAGM PRESENCE CONVERT, SOLENOID VALVE (::)> BF BATCH FAILURE FS FAST/SLOW MOA MANUAL/OFF/ AUTO ....._ -ID- z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR KNIFIE ROTAMETIER BIP BATCH IN PROGRESS FTB FAIL TO BATCH UNCLASSIFIED BIL BATCH INRATIE LEVEL FTC FAIL TO CLOSE NC NORMALLY CLOSED -ill-QJ POSITIVE FINAL CONTROL ELEMENT FTO FAIL TO OPEN NO NORMALLY OPEN SLIDE DISPLACEMENT NOTE: FOR FURTHER EXPLANATORY NOTES 'MTH REGARD TO ABOVE TABLE, SEE ANSI/ISA-S5.1 CA CORROSION ALLOWANCE FTS FAIL TO STOP STANDARD ENTITLED 'INSTRUMENTATION SYMBOLS AND IDENTIFICATION" f [X] PROPELLER CE COMBUSTION ENGINE OA OFF/AUTO [2J CL CENTERLINE ELEVATION GPM GALLONS PER MINUTIE OC OPEN/CLOSE TEMPLATE SERVICE ABBREVIATIONS TEMPERATURE REGULATOR TRAP CONN CONNECTION OCA OPEN/CLOSE/ AUTO CSM CONSTANT SPEED MOTOR LL LEAD/LAG/STAND BY CONSTANT SPEED GR GRADE f CPLG COUPLING OL OVERLOAD YSM VARIABLE SPEED MOTOR LL LEAD/LAG/STAND BY VARIABLE SPEED ffi QUICK CHANGE csc CAR SEAL CLOSED HC HOSE CONNECTION 00 ON/OFF DCV DRIVE VALVE CONTROL TS TRANSMITTER SIGNALS ANGLE TEMPERATURE REGULATOR VALVE 'MTH cso CAR SEAL OPEN HH HIGH HIGH DSC OPEN/STOP /CLOSE vc PNEUMATIC VALVE CONTROL RT MOTOR RUN TIME i>j: Kl ORIFICE CTA COMMON TROUBLE ALARM H HIGH OVHD OVERHEAD MV MODULATING VALVE AM AUTO MANUAL STATION i HT HYDRAULIC TURBINE FP FLOW PACING cs CASCADE STA Tl ON ~ ROTAMETER 'MTH ....._ 3-WAY CONSTANT DP VALVE DE DE-ENERGIZED HA HAND/AUTO pH ACIDITY LEVEL DGN DIAGNOSTIC MLS MANUAL LOADING STATION TEMPERATURE REGULATOR DCS DISTRIBUTIED CONTROL SYSTIEM HOA HAND /OFF/ AUTO PLC PROGRAMMABLE LOGIC CONTROLLER PID PIO CONTROL TT TOTALIZER TEMPLATIE ~K:) DEC DE-ENERGIZED CLOSE HOR HAND /OFF /REMOTIE PRES PRESSURE _µ HS DEO DE-ENERGIZED OPEN PRV PRESSURE RELIEF VALVE FUNCTION LABELS H2S HYROGEN SULFIDE ~ "--, HYDRAULIC SELECTOR DES DESIGN ITJ1 01 []1 I ALM 11 v "~It) SWITCH SUMMING FUNCTION LOW SELECTING FUNCTION BIAS FUNCTION MONITORING FUNCTION MUL TIVANE DAMPER DIA DIAMETER ID INSIDE DIAMETER R RESET ~ 1 µ DIAG DIAGRAM IN INCHES RPM REVOLUTION PER MINUTIE n AVERAGING FUNCTION [~J1 wl Eg ~~ HIGH LIMITING FUNCTION BIAS FUNCTION AVERAGE ~ DO DISSOLVED OXYGEN INST INSTRUMENT ~1 VORTIEX DP DESIGN PRESSURE s START DIFFERENCE FUNCTION [~J1 ~ lrnR I 1 ISBL INSIDE BATTERY LIMITS 01 LOW LIMITING FUNCTION CURRENT TO CURRENT DIRECT ACTION FUNCTION 0 DR DRAIN ID INCREASE/DECREASE SD SHUTIDO'MN PROPORTIONAL FUNCTION 1 CURRENT TO PNEUMATIC IREVI 1 CONTROL VALVE ACTUATOR TYPES MAGNETIC DT DESIGN TIEMPERA TURE SEL SELECTOR [:ZJ1 B REVERSE PROPORTIONAL ~ REVERSE FUNCTION FUNCTION OR PNEUMATIC TO CURRENT '-..__,,/ DWG DRA'MNG LA LOCAL/AUTO sov SOLENOID VALVE INTIEGRAL FUNCTION [±:J1 ~ B, f i /"'----_ FLUME EC ENERGIZED CLOSE SP SET POINT 1 BIAS FUNCTION RESISTANCE TO CURRENT ON -OFF FUNCTION LC LOCKED CLOSED ld/dtl DERIVATIVE FUNCTION -DIAPHRAGM PILOT t::::J EL ELEVATION L LOW ss START/STOP 1 WEIR 0 r CJ EN ENERGIZED LL LOW LOW MULTIPLYING FUNCTION PISTON SEGMENT WEDGE ED ENERGIZED OPEN LO LOCKED OPEN TEMP TIEMPERA TURE [IJ1 RECORD DRAWING DIVIDING FUNCTION ~ STRAIGHTING VANE ES EMERGENCY STOP L/L LEAD/LAG THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY r [Cy ETM ELECTRONIC TIME METER LEL LOW EXPLOSION LEVEL 1/18 VIBRATION 0 SQ ROOT EXTRACTION FUNCTION AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND VIENT SILENCER MOTOR FC FAIL CLOSED ON LOSS OF LF LOSS OF FLOW n N=l FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE [[JJ ~ RAISE TO POWER FUNCTION IN-LINE SILENCER MOTIVE POWER OR SIGNAL. LOR LOCAL/OFF/REMOTE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED 1 i -e)-FL FAIL LAST LOS LOCKOUT STOP ~ INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE SOLENOID SIGHT GLASS UNSPECIFIED FUNCTION CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE FLC FAIL LAST POSITION ON LOSS LR LOCAL/REMO TIE OF CONTROL SIGN ,L AND FAIL 1 LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY i ~ CLOSED ON LOSS OF AIR LRA LOCAL/REMOTIE/AUTOMATIC ~ TIME FUNCTION SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT CAPACITY SENSOR SONIC SUPPLY. [81 HIGH SELECTING FUNCTION OR THE OWNER(S) OF THE UTILITIES INVOLVED. DESIGNED BY· Rosu, Cezar -04£'.'.28£'.'.04 REHABILITATION OF PROJECT NO. ~-ANl•A~ DRAWN BY: Robledo, Hector -04£'.'.28£'.'.04 ~ESS/~IL "A" STREET PUMP STATION 5-52 ~ ........ ~R Ho,r~ ~ J)~ ~ ORANGE COUNTY CHECKED BY: Brown, Ernie -04/28/04 L§l!f LEE&RO. Inc. ! ~ -I \~f DRAWING NO. !!J ~o.EU544 -INSTRUMENTATION AND CONTROL <~ \ LINE IS 2 INCHES N0002 I • • I • r.,. r»/YJ/rA ~ ~-----=----• SANITATION DISTRICT SYMBOLS AND ABBREVIATIONS - 2 )3/0i AT FULL SIZE ~~ rcr111:.~" c,,c, l:O fl' CAI.~~ l>C> DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) "< I ~ 79 OF 103 - I I I I I I I A - B - C - 0 "O OJ .c D e - ... 0 .... u OJ .c ci::: w VJ ::::) "' E 3: "O l'i 0 0 0 z I N I{) I ,. ... - 1ii C ·-I}:'. / Cl ~ ID 'uj D 0 C) c. I EN 0 I{) ~I ~I{) ~~F I W 1/J I}:'. <(X / .... OJ ~ vi E <( ~ I{) I .. 1 I 2 I PUMP CONTROL CONSTANT SPEED FIELD INPUTS: ~ FIELD OUTPUTS: LEVEL LOLO : RUN REMOTE : ON, DRIVE READY : INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: ON HMI: ONH DIS DISABLE MODE OFF HMI : OFH WAT , WAIT AUTO HMI : AUH ONM ON MODE OOS HMI : OSH OFM OFF MODE INS HMI : ISH AUM , AUTO MODE ALARM RESET HMI : ALR OSM OOS MODE FAIL ACK HMI : FAH ISM INS MODE DRIVE ACK HMI : DAH ON , ON FAA ' FAIL ALARM FAK FAIL ALM ACK DRA DRIVE ALARM DRK DRIVE ALM ACK COA COMMON ALARM COK COMMON ALM ACK SYM ' SYMBOL DISPLAY MOD MODE DISPLAY INPUTS FROM OUTPUTS TO OTHER OTHER TEMPLATES: TEMPLATES: EXTERNAL ALARM : WAIT EXT ALARM ACK : ON MODE AUTO RUN COMMND ' AUTO MODE COMMON SHUTDOWN ALARM : COMMON TROUBLE ALARM : PIO CONTROL CLOSED LOOP FIELD INPUTS: LEVEL :t-----+1 INPUTS FROM OPER. SCREENS: PID RMPRA TE SET :t-----+1 PRS PID PROP SET : PPS PID INTEG SET : PIS PID DERY SET : PDS INPUTS FROM OTHER TEMPLATES: C /M CASCADE MOD :1-------i A/M SYS AUT MOD :1---------1 PID CNTRL ENBL :1-------+1 M /L STATION OUT :1-------i OUTIPUT :1-------i 00 FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: PRP t--~· PID RAMPRA TE SP PPP : PID PROP SP PIP , PID INTEG SP PDP ' PID DERY SEP PPV : PID PROC VAR OUTPUTS TO OTHER TEMPLATES: 1--------.i, PID PROC VAR 1-----1 SETIPOINT 1----~· CONTROLLER OUT 3 I 4 I 5 I 6 I 7 PUMP CONTROL VALVE CONTROL VALVE CONTROL VARIABLE SPEED OPENED/CLOSED MODULATING FIELD INPUTS: ~ FIELD OUTPUTS: FIELD INPUTS: 00 FIELD OUTPUTS: FIELD INPUTS: 00 REMOTE RUN REMOTE OPEN REMOTE : ON SPEED CLOSED POSITION : DRIVE READY OPENED SPEED OUTPUTS TO OPER. SCREENS: DIS DISABLE MODE INPUTS FROM WAT WAIT INPUTS FROM OUTPUTS TO INPUTS FROM ONM ON MODE OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: OFM OFF MODE ON HMI ONH ALIM AUTO MOOE OPEN HMI OPH OPM OPEN MODE OOS HMI : OSH OSM OFF HMI , OFH OSM , OOS MODE CLOSE HMI , CLH CLM , CLOSE MODE INS HMI : INH OPP AUTO HMI AUH ON ON AUTO HMI AUH AUM AUTO MODE POS OOS HMI OSH FAA FAIL ALARM OOS HMI OSH OSM OOS MODE SPM INS HMI ISH FAK FAIL ALM ACK INS HMI, ISH FAA , FAIL ALARM MOD ALARM RESET HMI ALR DRA DRIVE ALARM ALARM RESET HMI ALR FAK FAIL ALM ACK FAIL ACK HMI FAH DRK DRIVE ALM ACK ALARM ACK HMI ALH SYM SYMBOL DISPLAY DRIVE ACK HMI , DAH COA , COMMON ALARM MOD , MODE DISPLAY SPEED RAMP SET ' SRS COK 'COMMON ALM ACK STA ' STATUS DISPLAY SPR SPEED RAMP SP INPUTS FROM SPD SPEED SYM SYMBOL DISPLAY OTHER MOD MODE DISPLAY TEMPLATES: OUTPUTS TO HIHI LVL ALM ' OTHER HI LVL ALM LO LVL ALM TEMPLATES: LOLO LVL ALM WAIT INPUTS FROM OUTPUTS TO INPUTS FROM A/M SYS AUT MOD ON MODE OTHER OTHER OTHER A/M NO SP CHG AUTO MOOE TEMPLATES: TEMPLATES: TEMPLATES: A/M SYS AUT PID OOS MODE A/M MAN SPD CHG PUMP CALL AUTO OPEN COMMAND A/M SYS AUT MOD : AUTO RUN COMMND PID CNTRL ENBL COMMON TROUBLE ALARM A/M STATION OUT : A/M STATION OUT OUTIPUT COMMON TROUBLE ALARM : COMMON SHUTDOWN ALARM COMMON TROUBLE ALARM LEAD/LAG/STANDBY CONSTANT SPEED LEAD/LAG/STANDBY VARIABLE SPEED LEAD /LAG /ST AN OBY VARIABLE SPEED FIELD INPUTS: INPUTS FROM OPER. SCREENS: DUTY SEQ1 HMI ,1-------+1 S1H DUTY SEQ2 HMI' S2H DUTY SEQ3 HMI S3H DUTY SEQ4 HMI S4H DUTY SEQ5 HMI S5H DUTY SEQ6 HMI S6H LD STRT L VL SET LSS LD STOP LVL SET LTS L1 STRT LVL SET 1SS L1 STOP LVL SET 1TS L2 STRT L VL SET 2SS L2 STOP L VL SET 2TS INPUTS FROM OTHER TEMPLATES: WAIT 1-------1 ON MODE 1-------+1 AUTO MODE 1-------i WAIT 1-------i ON MODE 1-------1 AUTO MODE 1-------i WAIT 1-------1 ON MODE 1---------1 AUTO MODE ,1-------i HIHI LVL S~TCH '1-------1 HI LVL S~TCH 1-------1 LO LVL S~TCH 1-------+1 LOLO LVL S~TCH '1-------1 LEVEL 1---------1 00 FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: S1 M 1-------+1 DUTY SEQ1 MODE S2M DUTY SEQ2 MODE S3M DUTY SEQ3 MODE S4M DUTY SEQ4 MODE S5M DUTY SEQ5 MODE S6M DUTY SEQ6 MODE DUT DUTY DISPLAY DUT DUTY DISPLAY DUT DUTY DISPLAY LSP LD STRT L VL SP LTP LD STOP LVL SP 1 SP L1 STRT L VL SP 1TP L1 STOP LVL SP 2SP L2 STRT L VL SP 2TP L2 STOP L VL SP OUTPUTS TO OTHER TEMPLATES: 1-------1 AUTO RUN CMMND 1-------1 AUTO RUN CMMND t-----+1 AUTO RUN CMMND FIELD INPUTS: INPUTS FROM OPER. SCREENS: DUTY SEQ1 HMI >-----+1 DUTY SEQ2 HMI '>----, DUTY SEQ3 HMI >--__, DUTY SEQ4 HMI >-----+1 DUTY SEQ5 HMI 1-------i LD STRT L VL SET >-----+1 LD STOP L VL SET >-----+1 L1 STRT L VL SET 1-------i L 1 STOP L VL SET >--__, L2 STRT LVL SET >-----+1 L2 STOP L VL SET 1-------i L3 STRT L VL SET >--__, L3 STOP L VL SET >-----+1 L4 STRT LVL SET ,>-----, L 4 STOP L VL SET >--__, INPUTS FROM OTHER TEMPLATES: RUN ,>-----, RUN ,-----, RUN >-----+1 RUN >-----+1 RUN ',----, WAIT >--___, 00 S1H S1M S2H S2M S3H S3M S4H S4M S5H S5M LSS LSP LTS LTIP 1SS 1SP ns 1TP 2SS 2SP 2TS 2TIP 3SS 3SP 3TS 3TIP 4SS 4SP 4TS 4TIP DUT DUT DUT DUT DUT FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: , DUTY SEQ1 MODE 'DUTY SEQ2 MODE DUTY SEQ3 MODE DUTY SEQ4 MODE DUTY SEQ5 MODE LD STRT L VL SP LD STOP L VL SP L1 STRT L VL SP Ll STOP LVL SP L2 STRT LVL SP L2 STOP LVL SP L3 STRT L VL SP L3 STOP LVL SP , L4 STRT LVL SP 'L4 STOP LVL SP DUTY DISPLAY DUTY DISPLAY DUTY DISPLAY DUTY DISPLAY , DUTY DISPLAY OUTPUTS TO OTHER TEMPLATES: , AUTO RUN CMMND 'AUTO RUN CMMND AUTO RUN CMMND AUTO RUN CMMND 'AUTO RUN CMMND OUTPUT ,,____, ' ,,____, ' ' ' ,,____, ' ONM AUM OSM WAT ONM AUM OSM WAT ONM AUM OSM WAT ONM AUM OSM WAT ONM AUM OSM 0B001 0B002 08003 08004 08005 08006 08007 08008 08009 08010 08011 08012 08013 08014 08015 I 8 I 9 I 10 CHEMICAL ADDITION FLOW PACING FIELD OUTPUTS: FIELD INPUTS: ~a FIELD OUTPUTS: , POSITION OUTPUTS TO INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: ' OOS MODE ENB FLO CAL HMI EFH EFM ENB FLO CAL MOD : OPENED DIS FLO CAL HMI , DFH FLO , FLOW SP , POSITION FLOW SET FLS SG SPEC GRAV ' SYMBOL DISPLAY SPEC GRAV SET SGS CON PCT CONC ' MODE DISPLAY PCT CONC SET , cos SPP SPEED SP SPEED RAMP SET SRS SRP SPEED RAMP SP SPB SPEED BAR OUTPUTS TO INPUTS FROM OUTPUTS TO OTHER OTHER OTHER TEMPLATES: TEMPLATES: TEMPLATES: C/M CASCADE MOD ' ' FLOW SP , PID CNTRL ENBL PID CNTRL ENBL CONTROLLER OUT FLOW DOSAGE (MG/L) SETIPOINT LEAD /LAG /STANDBY VARIABLE SPEED PUMP CALL : PID CNTRL ENBL : A/M SYS AUT MOD : FOLLOW MODE : PUMP CALL : PID CNTRL ENBL : A/M SYS AUT MOD : FOLLOW MODE : PUMP CALL ' PID CNTRL ENBL : EXT SEQ SHUTDN : EXT SEQ PERM : EXT SEQ RESTART : PID PROC VAR : A/M STATION OUT : SPEED , SPEED : SPEED : SPEED : SPEED : 0B016 0B017 0B01B 0B019 0B020 0B021 0B022 0B023 0B024 0B025 0B026 08027 08028 45001 48001 4B002 48003 48004 4B005 4B006 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. - >-- >-- >-- - 0 ..i--0-..... -----------------------------------------------------------------------------------------------------------------------------------+-/r-, "'0 vo ,..N -, -0 IX) l}'.'.- 0. C. /OJ :z VJ MARK RECORD DRAWING 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 L§llf LEE&RO. Inc. I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION INSTRUMENTATION AND CONTROL TEMPLATES SHEET - 1 I I PROJECT NO. 5-52 DRAWING NO. N0003 80 OF 103 A - B - C - 0 'O OJ .c D e - .. 0 .... u OJ .c ci::: w VJ ::::) "' E 3: 'O -.I' 0 0 0 z I N I{) I ,. .. - 1ii C ·-I}:'. / Cl ~ ID 'uj D 0 C) c. I EN 0 I{) ~I ~I{) ~~F I W 1/J I}:'. <(X / .... OJ ~ vi E <( ~ I{) I .. 0 1 FIELD INPUTS: ON INPUTS FROM OPER. SCREENS: RUNTIME RESET , INPUTS FROM OTHER TEMPLATES: FIELD INPUTS: ALARM( C12F) LEVEL ' INPUTS FROM OPER. SCREENS: HIHI L VL 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: RTR RTM RUNTIME CUMM MSD RTL RUNTIME CUMM LSD RTC RUNTIME CURR DAY RTP 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 NOlE 1 FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: t--~· HIHI L VL ALM f---i, HIHI L VL ALM ACK f---i: HI L VL ALM f--~' HI L VL ALMACK f---i, LO LVL ALM f---i: LO LVL ALMACK f--~: LOLO L VL ALM f---i LOLO L VL ALM ACK f---i: COMMON ALM f--~: COMMON ALMACK f--~' LEVEL f---i, HIHI LVL SP f---i: HI L VL SP f--~' LO LVL SP f---i LOLO L VL SP f---i: ALARM ( C12F) f--~: ALARM ACK ( C12F) OUTPUTS TO OTHER TEMPLATES: f---i: HIHI LVL ALM f--~: HI L VL ALM f---i LO LVL ALM f---i: LOLO L VL ALM f---i: HIHI LVL SWITCH f--~: HI L VL S\\HCH f---i LO LVL SWITCH f---i: LOLO L VL S'MTCH f--~: 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 SPD 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 CNTRL ENBL A/M SYS AUT MOD CONTROLLER OUT , A/M NO SP CHG OUTPUT A/M STATION OUT I 5 I CASCADE ST A Tl ON FIELD INPUTS: ~ INPUTS FROM OPER. SCREENS: C/M CASCADE HMI CCH CCM C/M MAN SPD SET CMS CMP CMB INPUTS FROM OTHER TEMPLATES: A/M AUTO HMI , A/M MANUAL HMI OOS MODE PID CNTRL ENBL CONTROLLER OUT , SETPOINT 6 I 7 I 8 MANUAL LOADING STATION FIELD OUTPUTS: FIELD INPUTS: ~ FIELD OUTPUTS: OUTPUTS TO INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: C/M CASCADE MODE M/L MAN SPD SET ; MLS MLP , M/L SPEED SP C/M SPEED SP MLB M/L SPEED BAR C/M SPEED BAR OUTPUTS TO INPUTS FROM OUTPUTS TO OTHER OTHER OTHER TEMPLATES: TEMPLATES: TEMPLATES: C/M CASCADE MODE OUTPUT ; , M/L SYS AUT MOD C/M STATION OUT M/L NO SP CHG M/L STATION OUT 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 9 I 10 TOTALIZER TEMPLATE FIELD INPUTS: 00 FIELD OUTPUTS: FLOW - INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: OOS HMI OSH OSM ' OOS MODE INS HMI ' ISH ISM , INS MODE MAN FLORA lE SET MFS 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 A VER AGE FLO PHF : PRV HIGHEST FLO \-- PLF ' PRV LOWEST FLO INPUTS FROM OUTPUTS TO OTHER OTHER TEMPLATES: TEMPLATES: \-- \-- NOTES: 1. C12 VARIATIONS TEMPLATE ALARMS - 12A HIGH HIGH, HIGH, LOW, LOW LOW 12B HIGH HIGH, HIGH ('MTHOUT BUNKING ALARM) 12C NO ALARMS. TRANSMITTER SCALING ONLY 12D HIGH HIGH 12E HIGH HIGH, HIGH ('MTH BLINKING ALARM) 12F DISCRETE ALARM ONLY FLO FLOW PRS PRESSURE TMP TEMPERATURE ..i--o---ii,...------------------------------------------------------------------------------------------------------------------------1--/r-,. "'0 vo ,.N -, -0 IX) l}'.'.- 0.. C. /OJ :z VJ ft:.. RECORD DRAWING MARK )3/0, 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 • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L§llf LEE&RO. Inc. I I ~,:~)t ORANGE COUNTY \---~"'-~ \ ~~~· SANITATION DISTRICT '-' I ' ~ I I REHABILITATION OF "A" STREET PUMP STATION INSTRUMENTATION AND CONTROL TEMPLATES SHEET - 2 I I PROJECT NO. 5-52 DRAWING NO. N0004 81 OF 103 . T; = ' --:_:) (__;_'-.. ,_----::-;: LJ! •• LC; :..::_: - u:: A B C 1 I I I D I WI I ~ >-I 1---1 I _J DI DI I cc: <i:w' °"w1 1 :z:::1 W I I zl =::)I E'.:; 0:1 0:1 DI 0::1 --- -_J__ - _ _J_ ___ _J_ _ ----1 -• . HOR HS \ 0518 ;--- I ssEFAN21s I DRY WELL EXHAUST FAN EFl I I I . TS') T.AH06_4 [> • ClZF HIGH TEMP ALM TAH 064 ANN ..,_ co ts,. :r: (f) C- D"¼. w c- :r: '-" 5= .• TSH / TE 1\ 064 ;\ 064 . .-. / ·---· I ~:iEAC2J6:j I CONT'lO_ ROOM A/C SYSTEM BUILDING BUILDING FROM DRY WELL ( FSL 052 TT 064 2 HS 059A PAUSE FANS HS 059 PAUSE FANS I 55EF Al\067 I 3 HS 067 Cl RESTROOM 4 5 6 7 8 NOTES: ( AAHH<: 0 AAH ( YA FAIL L APPLY OCSD STANDARD TAG NUMBERS TO ALL EQUIPMENT. MEET AREA CLASSIFICATION. -;;;r•--•-.--r•--•-- LDO OJo <J:o M ts,I [:l ""I M LD :z:es1l£l£~ \. 050 'ANN \ 050 /ANN • 050 /ANN /. ·-----', ·----· 2. NOT USED. 3. NOT USED. ~? ~6 'f'b ~6 ~D ::,: _J <C :S: _J <I: 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. I I D I W I <r: ------ I 1----1 >-D I DI D _J / . . / • . _J w _J _J <I: 5. ACTIVE LEVEL INDICATOR SHOWS THE LEVEL FROM THE SELECTED LEVEL INSTRUMENT ANO IS VISIBLE FROM THE PUMP CONTROLS. Z1 L1 <r: 0:: CL =,I z: WI W W 0::1 ° 0::1 a:: 6 WI CL 1 <e I 6. LARGE NEMA 7 LEVEL INDICATOR, POSITION AND QUANTITY SO LEVEL IS VISIBLE FROM ~ -------l__ ------ - I I m, >-I CC I c-I EVERY PUMP. 7. NOT USED. /-HOR / HS \ :t "'' ITT <Sl :r: <C. <C ts, LD ts, <I: 0 >- 8. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX '55E' STATION LOCATION. ---, I --7 \053B; 9. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. "'" ,c I FAIL lssEFAl\2l5JI TS F',,, . 'C12A . DRY VJC:L_ "'l SUPPLY FAN SF! ~I ACTIVE LI J._E~E_L_◄ LI034B 034B; NOTE 5 ( LI \' LEVEL ◄ Lf034~ \034A;NOTE 6 MLS /PIO C15C/ C9 l 1"_J . 1 AM /LL C15C" . Cll/ / :~ DRY WELL 1 i LI LEVE~-◄ LI034D \ 0340 , LCP A ·1 BUBBLER SONIC SBH _SSH _MOO _OAA I~ 0s1 HS VLrrl I ~ ~ \._030A 1 ~ ( MAH •• MAH I MAH . l . I I C :.·.·.· .. /L0A3H4H .. ·····ANN • LAH LAL i LALL\ ·1~4 ANN \ J!4 ~-NN ~04 --~l-.1□;-./ I ,_,_L,_,_L,_,_ T • \ 0~4 ANN • 0~4 ANN) ~~4 ANN <i '"f' <I <i •• ~1 I I ::'.:J1 W ~ W W ~: 3! ~! ~: ; ~ ~ 111 ° ~ i ;l ~ ~ ~ i ~ ~ ~ I l 0-• '(;fr ;,;. -" ;,if I) ~ .. I 1\ r 1 !l ~ §I ~I ;T ~" !o I I _J ~~--_J_-_ ·-5~·-•-• 5 ] ~l i' i' I ! ·1 I ... --------. I FSL. L..! ' 054 _J w _J "' /Ts •-•-•--+-~ • C12A I, _ALA (yA\ ILSMC\ \_035B/ANN \ 035) ' I _j I _, <e I CL I m LD "" "' <I: >- • C12F _ALA ·, 1 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 550511000 I 55E-NP-120 ) 1. PLC PUMP I l •-•-0-0-•---j 550511001 I 55E-NP-)30 > J PLC PUMP 2 '---o-~-,---•---j550511002I 55E-NP-140 ) 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 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 ANO 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. PLC PUMP 3 -•-•-•-c-c-o-o-c-•-•-•-•-o-c-o-•-•-~-•-•-•-•-•-• ~~-11550511012 I 55E-NP-140 ) LEVEL CONTROL 1 TS /TS TS C12F/ C/_2F C12F l ~-( ~, ~~ ~ ~--~1 ~I ~1 ~,-~--~-, ~r~ ~1\ ~\ ~;\ ,c ,c V ~! "], ~! ~! ~D "]~ _JI~ □ I o:I~ W o I-I i~~-------------------------------------------------~--------------7 ~ ~ ~ ~ g ; ~! ~ g, ~ ~ ~ ~ m: : : 1s 8 8 U) ~ o:: w: U) o_ 0 Q_ u u ' I I --------------------------------- - ------ - ------------------------45505110031 55E-NP-140 ) I I , PUMP 3 BACK -UP RUN I ----'------------------------------------------------- - ----15505110041 55E-NP-120 ) 1 PUMP 1 BACK-UP RUN ----------------- - --------------------------------45505110051 55E-NP-130 ) PUMP 2 BACK-UP RUN I I I L L L E5 LJ ~ 2::1 ~ U1 o_ ~ Z Z I ,-----------------------------------------i--7 : : I I I ~ ~ ~ ~: o U) U) ~ ~ 5 z ~: 1 1 1 1 :::::) (J) co I lf) o: E2 o:: 1 I 55ESWI036 I D 15505120051 55E-NP-120 REMOTE PURGE CYCLE ~ -,-,-~l1~~~~E_l'~i1~E____________ ~~~ @ : ___ , ___________ ~;L-E;-::BBLE;-BUB;:E_R __ ~ONIC -'-~N;C--;□;--1 ~---------~----~---~_: ___ 7 i-----l -<Es ES>-~ I 55ESWI030 I E l55[CMr'032I 15505140001 55E-NP-140 / 8'-FM-OI-55E FORCEMAIN 1 DRAIN 15505140031 55E ·NP-140 , 8'-FM-OI-55E FORCEMAIN 2 DRAIN 1"-V-STL-55E 15505120031 55E-NP-120 ) VENT, PUMP 1 15505130011 55E-NP-130 : 1"-V-STL-55E VENT, PUMP 2 15505140051 55E-NP-140 1"-V·STL-55E LI YL HS HS 030 \ 030J \ . 030J; 035J; , . . ·-· ·-· ·-· KK ----- 030 .-. 034J ; 034K) I. 034[.I 034 ~--------~ / .. ANN ~--t~~~N~t{f~~37J E FV •. ANN HS \ TEST \03·0A) 55EFCP036 (ANNJNCIATCRI 037J) PLC P11NEL LCF I --------------------------------------------------------------------------' ---------------------------------------------------------------------------1 WW LEVEL LO CLEANING PNL ACTIVATE LAL0~5 [> LO ALM i LAL , 035 /ANN . ____ /·, 55[1"Tr'030 BJBBLER P~NEL BP! I I I I I I I I I -~□_W _ _LE~E_L_.O_F~---------------------- - ---- - - ---- - - ---- - ---- - -----------~------j 550511011 I 55E-NP-120 ) PUMP I LOW LEVEL SHUT OFF ~.E\ / ·--· I ~ I PUMP 2 LOW LEVEL SHUT OFF :~ ts, I ~v " I ts, :r: I -U") 1------j55051100BI 55E-NP-140 > LE .:-~ _J~ ' ! PUMP 3 LOW LEVEL SHUT OFF 035 15505110071 55E-NP-130 ) 55EBV100F ·-· _j I w, ,-[c I --_j I I 55EBV200F 31~ 31:r: . . I --' LSH 2"-FM-SST -55E .. ( 55E-NP-150 15505150001 I .. 55EBV300F \ 040 . , SUMP PUMP DISCHARGE . ' 8'-FM-STL -55E c-= F (2 ,_ <l VENT, PUMP 3 18"-SS-VCP-55E ! 5505110091 55E-NP-120 Pl IN, WETWELL '.j C ·:_-1 ,_, u-: >. I '-=-· LC'.~ C: . n (~ - :-.:c: <f C:::.:.::: I 550510001 I ~ w ¼ UPSTREAM MANHOLE 15505150021 55E-NP-150 ) 4'-0-PVC-55E STORMWATER DRAIN 15505140041 55E-NP-140 ; 4'-FM-STL -55E RECYCLE RECORD DRAW I NG 03/07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPDATE ~ro5 Lcc&l~O,-Inc. ., ,, __ ) ' - () LE ' 030 WET WELL ORANGE COUNTY SANITATION DISTRICT 8'-FM-STL -55E 6"-FM-STL -55E 5505110131 55E-NP-140 ) ISUCTIONI P3 IN, WETWELL REHABILITATION OF "A" STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM PLC, VENTILATION, PUMP STATION MISCELLANIOUS EQUIPMENT 550511010 I 55E-NP-130 P2 IN, WETWELL Ill (: ; I I. 55EPSA 5 52 55E-NP-110 7 A B C D E F A B C D E - T; = ' --:_:) (__;_'-. . ,_----::-;: ,~, ,_ - u:: c-= F (2 ,_ <l '.j C '."'_ I ,_, u-: >. I '-=-· L('. ~ C: . (~ - :-.:c: <f C:::.:.::: 1 2 3 4 MTR WNDG . . - ( 55E-NP-110 l550512005f---••-~- REMOTE BUBBLER PURGE CYCLE 15505110001 55E-NP-110 >------,-•-· -•-·-- PLC PUMP 1 ( 55E-NP-130 l550512010~----------------,--- CLEAN MODE: PMP2 OFF/ NOR ( 55E-NP-140 I 550512011 ~----•---•-------- CLEAN MODE: PMP 3 OFF/NOR ( 55E-NP-110 15505120081 CLEANING PANEL ACTIVATE ( 55E-NP-140 I550512009~----•-----•--------- CONTROL VALVE 15505110061 55E-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:: z <[ w _J u D f- w 0:: <I o._ w 0:: o._ v z <I w _J u D f- 0 w 0:: <I o._ w 0:: o._ / f-o._ f-w en o._ =i D o._ en "~/ YL 560A HS YL • 560K ! 560K _// " HS \100L / / " 55EFCP550 CLEAN:NG PANEL LCP A f-o._ f-w en z D D o._ en L. HS • 100M PUMP 1 ON/SPEED: DISABLE LEVEL w _J u >-u (") z z -u (") z _J u D w f-0:: ~ u <I _J z o._ (") z _J u D w w o._ (fl C12F w 0:: =i f- "3 0 :,: ANN • TAH . 103 / ANN :,: _J <I o._ -•-o-L ' f- D z 3 ( 55E-NP-130 I550512006~ - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - ---- - - --------------------------------------1 VFD100, CAB HI TEMP : , I I i I I 550511004 I 55E-NP-110 )--- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - ---- - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - --'-_: PUMP 1 BACK-UP RUN : I I I ' I I I 550511011 I 55E-NP-110 )-------------------------------------------------------------------------------------1 PUMP 1 LOW LEVEL SHUT OFF , 550511009 55E-NP-110 PUMP 1, WETWELL NOTES: 6"-FM-STL -55E 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "55E" 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 DRAW I NG 03/07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPDATE ~ro5 MSH 104 PI 100 3/4" 55EBV100 55EPV100 LOGIC BLOCK NOTES ITHIS 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. SELECT PUMP SEQUENCE MANUALLY OR VIA SCADA. DISPLAY PUMP SEQUENCE. 1" 55EBV100A 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. ENO CLEAN CYCLE: ALL PUMPS SHUT-OFF: RECYCLE VALVE CLOSED: WETWELL LEVEL CONTROL IS RE-ENGAGED FOR NORMAL OPERATION: LEVEL ALARM INHIBITS ARE REMOVED: BUBBLER 15 PURGED: CLEANING PANEL 15 OISACTIVATED. LI 1:: I• .". I ,LL ,, LL ffi 5 1 ,-c-c-c-c-c-c-c l j RESET HS 100H i::_owER oy (YL\ ~ / " 6 SIC 100 HOR ST HS 100 100B ~/-------, YA 100B. ,,ANN VS/CS ON HS YL 100K 100 VS ~OCAL R~DY OFF YL YL 100C 100A / 7 VS/CS _MOO 0 ,---~ I A • CS ON READY YL YL 100J 100L CS OFF/ YL 100K / 8 ..., er "" ~i I (") I ' I ';'11 1-- ...... I td □'_J wlw (f) I <.fl I HS \ 049J ; . -LCP 9 10 ..., er "" ts,, _J >-v ('") D ' w N f-~ u w □ _J w w (f) CD . ,.,--- YL • 049J / ~ e-, C ~I >-- j ¥ l ::s:-er "" Q (f) C I 6 ~ ' (") ' f- N u w □ _J w w (fl (fl HS ._LCP • .. 049M : LCP :,:, CJ' "" Q _J. >- v ~ D ' w (") ' f- N u w □ _J w w en en .. ----. ( YL 15505120001 55E-NP-140 ) PUMP 3 SEQUENCE ~~Is50512001I 55E-NP-130 ) PUMP 2 SEQUENCE z ~1 IT' "" ts> ~i ~~ I I NI NID ' I 'IW ----;-'1 I-~II- M1td M I b::l □'_J □'_J wlw wlw UJ I en Ul I u; I I " --------. / / HS YL . _\ 049M,._~CP \ ~4_9~/ LCP ~4_9N,J LCP -/ PUMP SEQUENCE SELECTION w ~ ~ '-" ;:-1' ~ ~ ~ w (D =" f-cs,• D ::, "" 0:: =ii 3 0 I' w a: u; > en D f-~, D w" _J _J ~ <C LL ~ "'' =i ~I (L f-::, >--D w '-" ~ ;:-1' c5 :§ > CS, C = I' t3- D f-=i o._ 25 w en <I I o._ _c □N 5 lRE□tUBJ~~irnNl ____________ l _____ VAR1~§{~J~P 0 EE□ _____ [_ ] co~~f~~f1 ~~EEC -~~ sus_~+~~ --, -----~--______________ _r Lcc&l~O,-Inc, MTR TEMP WINO TSH 103 SEAL ME 104 I I I I I I I .:_ LOS __ JOG HS •./ HS 100 A. 100A ) / 1" 55EBV100D PI 100A 3/4" 55EBV100B "-_Ts~•••~••__;ZLCl~~-[_L_O_s~□-'•-/""'ZLc.cC_\ CHK VL V CLOSED C12F • \ _105) LCP ITT' ~ u en, N 6 D w en D _J u > _J > "" I u zsc 105 55ECV105 1' 55EBV100C 6"-FM-STL -55E f----------"---'--'-;..;:.;-=-.::.::.::. _____ 550512002 55E-NP-140 55EPV100A DISCHARGE, FORCE MAIN I 55EPMP100 I ~IIMP 1 1' 55ECV100 1"-V-STL -55E f---l'----..l---------------------------....!......:.....:~=:...._-----550512003 55E-NP-110 1" 55EBV100E ORANGE COUNTY SANITATION 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 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 15 REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER ISi OF THE UTILITIES IN VOL VE□. REHABILITATION OF "A" STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 1 VENT,WETWELL 55EPSA 5 52 55E-NP-120 7 A B C D E F " T; = ' --:-:) (__;_'-.. ,_----::-;: - u:: A B C D E c-= F (2 ,_ <l '.j C :~ I ,_, u-: >. I '-=-· L('. ~ (~ - :-.:c: <f C:::.:.::: 1 15505120011 55E-NP-120 ) SEQUENCE 15505120101 55E-NP-120 ) CLEAN MODE;PMP2 OFF /NORM I 550511001 I 55E ·NP·110 > ' PLC PUMP 2 ---// MAH" 203 ~ ANN // ._T,, :,: _J <J: w a: :::, C-U) B 2 MTR WNDG TAH 203 ANN :,:: _J <J: 0... :,: C- D 3 3 4 :,:: 3 -C-0 -C-0-0-C-C-C-C-C-C-C-O-C-C-C--- C12F .J ~, ~! w a: :::, c-U) B :,:: 'i' . ./ --- 15505140061 55E-NP-140 VFD300, CAB HI TEMP 550511010 55E-NP-110 PUMP 2 IN, WETWELL NOTES: [ I c-c-o-e-c-_J r----tsl M I U) c- m 0... <J: :,: u w -c-I >-- " C12F r----=- ~i m <J: 0... u :,:: -WI c- MSH 204 r----tsl N I• U) c- D. m <J: 0... u :,:: -"'"' 55EFCP035 55EPV200 PI 200 3/4' 55EBV200 1" 55EBV200A I M = N I <J: c- 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "55E' 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, ISEE SPECS FOR FEATURES OF 7500 IDNI & RECORD DRAWING SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPDATE WEATHER STATION REMOVAL 03/07 08/05 03/05 5"-FM-STL -55E 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 END OF SEQUENCE. B. PUMP FAILS IF VALVE OPEN TIMES OUT. C. INTERLOCK FOR INDICATION LIGHT CIRCUIT. E. INTERLOCK FDR INDICATION POWER MONITOR. F. INTERLOCK FDR VF□ CABINETISI OVERTEMPERATURE. LI 1:: I• .". I .. / YA \ \ 200B.1 /. "T" ANN I I I I I :,: ' _JI <J: I 5 A I w, C-C-C-C-C-_JI -0-C-C-C-C-C-C-O•_L-"--"- §g I ol 2=A m = = N <J: >- MTR TEMP WIND TSH 203 ___ SEAL / ME ' \ 204 HS . .JOG HS 200A • PI 200A 1" 55EBV200D 3/4" 55EBV200B 6 CSM z D U) u .C13 • B TS C12F l l I I ~I U, ~1,E;J I gj I _J I U I> I _J I> I I >c I I u zsc 205 7 E FAIL I I : 55EU03c:, I I_D_!i T !i -~TR~~~~~'IIER __ MD'JJ!DR: 1" w ~ s ~~s ~,s ~ ~ C12F §2 C12F bl C12F I QI ~ g§I 2l s§I c:; g§I"" D N O: N ISl o_ No_ 1----:r:: W _J 3 N I-=z =1 ~o > ~c D ~c =:) t30---< Q_ I O , I _J .:=.L.__co__,~ 3 ~ ,~ ~ TS ~ = ~ ~12A ~ =1 w =1 w = U)= CJ) N CLOSED 55EBV200C 55EPV200A 8 . . -. . YA i •, 079B ··-. .ANN I I "" I <J: I c.., ul _JI o... I I I I I I l:JI . . ~ ()"' ·1 a: MD = c-1 ! : ii: PLC A JSL , YS 1----- 039 '-079B .CLO ~ <J: CD :::: z LJ -(fl C <I N :,: ZSC MAIN 125A ·._.· MCC 9 10 ---. . ---. . YA ' / YA EAL : .060J/ ANN ": 050B.' ANN 060 ANN / ·-T-·-.T-· _T_,, I I I I I I I I I --,mu, a,mW "'lie-0 (f) = _J <SJ c- <SJ <J: w m <Sl <J: ca o... = :::, _J m <J: >-<J: D ~3 >-m >-a: .c-I '3 J I . I • // I /_/ I ... . . ... . / //Ts/ TS TS 060F 'C12F C12F ::i::it:.UPS0S0 UPS I _____________________________________ ; .CLO zsc 129 ()"' N <J: -' u LJ 1~ ZSC MCC ·A 129 MCC .CLO / zsc ' 130 I I I _J__ • MCC ·B zsc 1~0 MCC C12F •z D N-W,~ ~ a: LJ f-U) z N,f-1 ZSC DOOR <J: N <SJ. <Sl <I N C12F ZSC DOOR ) 062 ELECT. ROOM • •• 05ZA '□RYWELL ZA '_062B ANN I .... /TS' C12F z mo ~"I gj LJ a: i'3!2S I / _L -,DOOR • zsc ', 062B ' ' • • __ T,, ·'· DOOR zsc ' 062C \ ,_T_, -·'· DOOR zsc ' '. 0620 PANELS C12F J_AL0~8 [> JAL INST PWR FAIL. 068 ANN i-----------1 JSL\24VOC ----, 058 LCP I I I I 'L]NSTRIWFNT PrnvFR : -----------~ 5'-FM·STL ·55E -l..f--_JL_ __ ry-:n------...:::......:..:..:....::..:.::....::.::.::.. _________________________________ .....1550513000 55E·NP·140 55ECV205 DISCHARGE, FORCE MAIN lssEPMP2~0I rLMr 1 1" 55EDCV200 l"·V·STL ·55E 1---f'--...l-----------------------------:......::...::..:..::..:=------------------------------------4550513001 55E-NP-110 1" 55EBV200E Lcc&l~O,° Inc, ORANGE COUNTY SANITATION DISTRICT RECORD DRAWING 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 ERRORISI DR 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 OWNER ISi OF THE UTILITIES INVOLVE□. REHABILITATION OF "A" STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 2 VENT, WETWELL \II. 55EPSA 5 52 55E-NP-130 A B C D E F " T; = ' --:-:) (__;_'-.. ,_----::-;: - u:: A B C D E c,= F (2 ,_ <l '.j C ~c.- ' u-: >. I '-=-· L('. ~ C: . (~ - :-.:c: <f C:::.:.::: 1 15505120001 55E-NP-120 ~,-,-•-~ SEQUENCE I 550512011 I 55E-NP-120 > CLEAN MODE: PMP3 OFF/NORM 15505110021 55E-NP-110 ~•-•-•-•-•- PLC PUMP 3 MAH 304 ANN / :,: _J <C w cr :::, c-u, B :,: 'i' ~f :r: <C ::,: C12F set- ~r ~! w er :::, c-u, B :,:: 'i' ,--- I I I I I ( 55E-NP-130 15505140061 VFD300, CAB HI TEMP I550511003 I 55E-NP-110 PUMP 3 BACK-UP RUN >-----! -----~ I I l55051100BI 55E-NP-110 ) PUMP 3 LOW LEVEL SHUT OFF I I I I 2 MTR WNDG TAH 303 ANN :,: _J <C ' CL :,: c- -c-,-•-•-•-0-0-0-,-~- o 2S 3 RESET "@ON/ HS \300H M / " 3 ( SIC 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 er I c-I en Q Q c-, - ON YL \300K J 300 . ·-· ·-· READY OFF ' . -. . ' ! YL \ YL • .. 300C ! 300A . . ----· -, ' ' 5 A ON YL ,· \ 300J ; OFF YL • 300K VS/CS _MOD VHs7 ~ "READY / ·- ' YL \ 300L : _/" i ----------------cm~\ 1 ~ci~ 1 Rs'1~~frnNl ___ --------_I_ ----Vr'IR 1 I~fl1%i::□ -____ [ ___________ ] ---co~~~~~;j~~EED J 550511011 55E-NP-110 PUMP 3 IN, WETWELL 550513000 55E-NP-130 PUMP 2 DISCHARGE 550512002 55E-NP-120 PUMP 1 DISCHARGE MSH 304 -------7 ::5EFCP0J5 3/4' 55EBV300 55EPV300 PI 300 [ScQl l" 55EBV300A MTR TEMP WIND TSH 303 .. -.SEAL ME --------------------------------------------------------------------------------\ 304 5"-FM-STL -55E 5"-FM-STL -55E 6"-FM-STL -55E RECORD DRAWING I ::5EPMP100 I PJMP 3 I I I .i.LOS __ .JOG HS y HS I ,300 300A; 6"X5' 1" 55EBV3000 PI 300A.' 3/4' 55EBV300B 6 ,_,_,l j l I ] I j -•-• c-z w TS er er C12A :::, LJ <I: _J > " :r: LJ zsc 305 55ECV305 C12F / LD • ca, M LJ _J. N ov w' U1 I DI d:cHK VLV • ZLC 305) LCP 1' 55EBV300C 55EPV300A TS C12A m Q Q "' c--1 CLOSED c-z w er er :::, LJ m w u, <I :r: CL w LD LD ' _J c-u, ' ::,: LL ' co 7 8 c-z w TS cr cr Cl2A :::, LJ LJ LJ Q w Q u, "' <I C: :r: CL 9 10 GENERAL NOTES: 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "55E" 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 'DO' NOT SHOWN. LOGIC BLOCK NOTES !THIS DWGI: A. SELECT VS DR CS OPERATION. CHANNEL VS SIGNAL TO VFD. SELECT CORRECT CS LEVEL ON-OFF BASED ON PUMP SEQUENCE FAIL-OVER FROM VS TO CS; SEND FAILED VS TD 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 OPERATE□ FROM THE PLC PIO LOOP DR PLC MANUAL MOOE 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. C12A' w er :::, u, U) w er 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 I IS DISABLED, THE CLEANING CYCLE IS DISABLED. P,AHH070t> HI HI ALM ' 070 'ANN .. " . YL , <YL5~0P ,551JP; CLEANING CYCLE DISABLED LCP D /Ts·· ... c12v /rs C12F FI FI075 :i:::I .0_7_5. LCP_..,.,_,T~ I ~i : FI I ◄ FJ075A 1 El "j: \0l5A;LCP A 3":-~: o_J 1 erl I c-I FE /~~T !(Ys\ j _CLO ~ ~l ~i o' WI UJ I o, _JI ~__L- zsc " 078[ STL DI 55EBV070 075/ I 075/~-- -~ 55EPV076A .---L(Xl---\550514000 55E-NP-110 55EPV076 55EPV078E FORCEMAIN 1 DRAIN .----'-.-------·D'.Xl---------1 M l-·0:>::1--.--.-----------1 55EPV078F ,-----~---- f-'---1X'<'--...l550514001 w LD LD ' _J C-U) ' ::,: LL ' ~ <I: ro c--. "' > CL w ~--~----- 55EPV078C FORCEMAIN 1 STL DI STL DI '-------fl:'..XJ------.----LsXJ----\550514002 55EPV078D ~--~----- 55EPV078G FORCEMAIN 2 55EPV078H ~--~-----L---IX):}---1 550514003 55E-NP-110 FORCEMAIN 2 DRAIN 55EPV078 i8 55EPV078B l-------'8_"-__ FM-----ST....:L:....-5c..:5c.::E _____ ___,'---------IXX 1---1 I BYPASS STL DI FI '• FI555 j 555 -◄-'-FLOW,--~ • __ /LCP , §1 FI _ _.....,£)555,A_° 555A FLOW 3 LCP A '3 LL FE . 555 55EPV555 . < 55E-NP-110 I 550511012 I LEVEL CONTROL LOS -LR . OPEN/-STOP/-CLOSE HS 556 ,-- ' I ZIT 556 ' HS 1 555A HS • ! HS \ . HS \ I I I I \5~Bj \556C. "5~0) I I REMOTE t> H?556~ I C9/ /AM C15A l C HS .[LOSE \!i 55~/LCP A / HS ,OPEN HS~ fr1PEN -' I 555G 1LCP A ( 55E-NP-120 15505120091 CONTROL VALVE z ."'I~ LD - :-_P_O,SlTIQ~ ._l!T55f~ i POSITION ◄ ~V55q I TROUBLE t> YS~56B I /1-IAv'-J ~ : HI TOROUE~H556 , __ _ • • , i TS • rr· TIS • • ~ C12F/ ,_,_,_,_ -•-• r7 ""J,8 NT CL I I , _,_ __ _ ZI M FV . 556 4"-FM-STL -55E 55EPV556 2"-FM-SST -55E ··, 555 550514004 55E-NP-110 RECYCLE, WETWELL 55E-NP-150 550515001 SUMP PUMP DISCHARGE B LCP A 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 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 1" 55ECV300 l----f'--...l----------------------------------------------------------....:1_"---V-....:S __ Tc:.L-....:5.c..5E::_ ____ --!550514005 55E-NP-110 OF THE DISTRICT DR THE OWNERISI OF THE UTILITIES INVOLVED. RECORD DRAW I NG 03/07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPDATE ~ro5 LI 1:: I.. "I 1" 55EBV300E Lcc&l~O: lnco ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 3 VENT, WETWELL 55EPSA 5 52 55E-NP-140 85 .. 0 103 7 A B C D E F , T; = . -:) (__;_'-. , ,_----::-;: 1 <: '- LJ! •• LC; :..::_: - u:: A B C D E c-= F (2 ,_ <l '.j cc·, ' u-: >. I '-=-· LC'.~ (~ - :-.:c: <f C:::.:.::: 1 2 550512004e--___ 1/_2_"-_IW_-_GS;...P_-5~5~E~ . '---___ __J_c_c_c~~ WATER SUPPLY, TOILET ..._ ___ __1:c::55cc0:.::5ccl 2:.::0=05it--3"'/--'4_"-'-"IW'--G:.:S::...P...:c-5:.c:5:c..E --C f-J'--'----'1--'l'-'/ 2=-''-_,l.::_W-_,G:.c:S:...P-_:c5~5E::..., WATER SUPPLY, RESTROOM l 1/2"X3/4" w LD LD ' o_ (f) L:) ' 2S ' "'-"-M 1 l/2"X3/ 4" w LD LD ' o_ (f) (') ' 3 -' 1 l/2"-IW-GSP-55E 55EGLV003A 55EGLV003 3 0 003A ,---------------- L_ __ _J_ ___ __!'►-----'4-"-=-D--'-P-'-VC:...--=-55:.:E;__ ____ I STORMWATER COLLECTION 55E-NP-110 550515002'e------~ TO WETWELL P-TRAP ..._ ___ __1~55cc0:.::5.c:15:.::0=06e----l_l/_2_"-_IW_-_C_U-_5_5_E - TO IRRIGATION OFFSITE 55EBV002 55EBV002A 1 55EFCP002 I -RAP ~RIMER L_ ___________ _ w LD LD ' :::i LJ ' 2S ' N ::, 1 I I _ _j 55ERPD003 CITY VALVES "._ ___ __1:c:55cc0:.::5c::15:.::0=07't--1:....:l:..../ 4_"...:-I.c.W-...:C-=-U-...:5.c.5E=----c 1--"----------------L._--f>< TO IRRIGATION ONSITE Z"Xl 1/4" RECORD DRAW I NG 03/07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPDATE ~ro5 0 ~u FI 003 CITY METER 1 FI 003A CITY METER 2 LAH 024 , , / , __ / > T I :e::, _JI <I: I I~ ~r :r:, S[ ClZF SC I ~I ~! I -, :r: I I 4 CITY VALVE CITY VALVE ANN ~ 024 DRYWELL 2'Xl 1/2' LAH 029 I :,:: I _JI <I: I I~ CJ'. ~I <I: _J ClZF "'I ~I ~4 I -, :r: I I LSH 029 w LD LD ' :::i LJ ' 3 LJ ' N .ANN ES . 5 6 2"-IW-GSP-55E _ON YS 025A 7 8 "s _ TR);UBLE YA028B --[>-@ -¥--.c..c.-TR0°UBLi ALM ---~ 0zsB "sANN 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 cr:::1 L I ~I -----------------------------~-----------------L ____ l @HOA B @SP1-ALT-SP2 J "@/ON YL 020 / " " ,.,; ~ WINDING 2 / " " / ,. RESET ~ MOISTURE HS 1 \ 023H • :5EFCP023 / " SJMP PJMF 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 :::i (f) a: ~ o::: _J I I I I I (LSMB'\ (Cs1 ~ : ~' ~I i (ME\ ~ ~ @JOG (Hs\JOG (~LOS ~ ~y 55ECV020 55EBV020 9 10 GENERAi NOTES, 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX '55E" STATION LOCATION . 2. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. TAP TO CITY WATER RECORD DRAWING 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 ANO 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. 55EBV019 ~ ~ : ~~~~021 022 : ji2e6) ~--~ ,--~ //J MEc M!c I , , 'i 2"-FM-SST-55E , , / r------:-----;---------------=-=-------r-----....f----t€:X:r----------.~-----.---t:0:J----,, / 550515000 55E-NP-110 LT ~9 f----J - -/ 2'-FM-SST-55E 55ECV025 55EBV025 SUMP PUMP DISCHARGE A 55EBV019A L-----C0'.:·l-----1 550 515001 55E -N P-140 SUMP PUMP DISCHARGE B DRYWELL SUMP Lcc&l~O,° Inc. I 55EPMP020I SJMP PJMP 1 l55EPMP025I SJMP PUMP 2 ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF ''A" STREET PUMP STATION PROCESS AND INSTRUMENTATION DRYWELL SUMP AND SUPPLY WATER 55EPSA 5 52 DIAGRAM OFL.'id C II[. 55E-NP-150 7 A B C D E F 0 "O " .ll e I.. 0 .... u " ..c ci:: LJJ VJ :::l "' ,:: "O ci -u z I N U1 I ~ I.. 1ii C /0:: "Cl ;!:::: CD 1/1 "O 0 "' a. I EN 0 U1 ;;,,b .... A B C D E ·:; -. cn~F I LJJ 1/1 a:: <CX / .... " ~ UJ E <C ,g U1 lo 1 2 3 4 5 6 7 8 9 10 ~--------------------------------------~------------------------------------------------------------,.,..--------,-------------------------- 90 >-------o'T'o-=-3:..:0'-'-A...-------------------•-:----I-------------------------o 1 -----i------i !;, 30A ,+-30A 1' I VFD I I :: 480V/30 :========:;: 30A i i 1: <>--"-'~--~---rt---------------lL~NTERNA~~it---+---------------------lf-tl,--i r,. 30A Cl C I !:::,. PMPxxx 96 98 100 106 108 ., 0 - 0.9A L1 1O8A ~---1 X1t-----------o 1.6A 108A !:::,. 0.9A L2 150VA 480V -120V 1O6N I 1138 - YLxxxM£ w I 140 I--'-'='""'----• PROTECT ON I 138 2.5A ,,-.,_ 30A C 1.5A LJ 1.5A ---------------L--+----or,. 30A - - - - - - - - --11-1 --f'L..=-0=--L--' L1 ~ r,. I 250 VA ----------------~--<> 1---fY ,--~ 480V-120V ---------------->-----<>"' 111----'.J...J---~ X2 X1 30A I I I 30A I I 138N C s ~-'-'14.,eOA~---------------------1 G t--Y=Lx=••=C--VS LOCAL READY LOS ~ E1B --------------~--DI £_j ------,-1~ 0 7 X2 PROTECT ON I ;": 1 !:::,. ,--------------------------------~-7 01£ CR112-1 HSxxxK HSxxxB I Rv-1 VS CS H R3 TD145-1 CS-1 I VS READY , RE 0 RAWING THIS IS A R~ORD DRAWING OF T~E 1 Cl121TIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEHN PREPARED IN PAim;1EOKLlf1'11!lNBASIS OF INFORMATION COMPILED AND FURNISHED Bh' OTHERS. THE EN~f@l.!R~TECT AND OWNER(S) WILL NOT BE RESPONSIBLE!' FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS D}WING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE b,_ LOS ~ 1 44 1 A t--A-.µ>--18 1C 7J 1D 744D o-o-~14~4E~-1t-------vt---tVS>---• 164.184.200 ''\ XO XOO 0.25 sec 112 MSHyyy 0 ~ I liiiiJ 6Ar--~-\ 116 t=c-=-.. HIGH MOISllJRE ,___ 144.200 1--~0B=N-118,144.200 118 HSxxxH 116 CR116-3 I ~ L -~ I CR125 2 ~ ~ HI I WIND TMP £1 120 -----I 0 1 0 &-~ t__ _________ -----', RUNG 155 : VS RESET 122 ~ ~ 122 I PLC 1--~~•RESET 164 124 c___lcs,O:,,,BA'----1.A RUNG 152 RUNG 152 &--- - - CR122-2 CR122-3 CR122-4 I 79 p-79 p-79 p- , ~ ~ ~ TUBxxxA L_ ________________________ _ 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 SPOT, 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 PERMISSIVE (FAILSAFE). 0 EQUIPMENT PROTECTION. © SIGNAL LEVEL CONTACT . ® TERMINALS & LSL035 CONTACT FROM THE LCP. © SPRING RETURN TO OFF POSITION. 0 WIRING FROM HIGH MOISTURE SWITCH WAS REMOVED TO PREVENT THE HIGH MOISTURE SWITCH FROM SWITCHING OFF THE PUMP. HIGH MOISTURE IS AN ALARM ONLY. DEVICES ARE LOCATED WITHIN INDICATED ENCLOSURE EXCEPT; 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 PUMP 2 VERTICAL CENTRIFUGAL PUMP 200 203 204 2 5 PUMP 3 VERTICAL CENTRIFUGAL PUMP 300 303 304 3 6 I I I I I I 145 146 148 150 152 154 155 156 158 160 162 164 166 168 170 172 174 176 178 180 182 184 HSxxx L__+-+ --" 144B 144C CR116-1 I I 144D 138N l-=-..,----'-"""'---+--------'1'-... 144 @ JOG/:::,. 0-1 sec I HSxxxA ~-'T'~--"'."l'--------------+------<>---{ R l-<>-A-.Ji'-1 -• -r-xoo©@I J_ oox ~ '-<>-:-<TDo--o:~ L, vs RUN 144A 1 1 ~ _ DO _ _ TIME DELAY ON X2 1 I ~ 0.1-10 SEC PMPxxx SET @ 0.5 SEC / I XO 75oA 6E -1..if--<DI )----L......_ ( VS SELECTED1 i ~ L_j_ _______ HSxxxK---+----------+-___ I __ , '----L.. -_ -_ -_ -_ ~~....L ~ i RUNGl124 A--~---&RUNG 124 REMOTE i ------- CONDITIONS HOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF TH PRECISE LOCATION OF ANY FACILl1Y IS REQUIRED, THE FACILITY SHOULD BE WIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I ----7 I I ,I.. < RUNG 160 ....L~ 1 C}Qi6• [ __ >_ ---_ J:1~~ --=-----~ HSxxx~ ------------HAND ! ; :: O.9A l I O.9A I I L ___________________ 7 144 144 B• I Q RUNG 121 Tl © I 'LI I R-1 194 ....LI~~~ r::--VFD JOG 156B I 7G 1 ~ 1' 196 REMOTE ...... -.... I r:;;-;i __:'.J I II% SPD II a 156D ~I----~ 1 198 1.6A r, --«,-<,"RUNG ---198 L 1 1) . " L2 150 V A 480V-120V X2 I I 196N I L...!_56C I -~ --t----------t---, ------+-----=-1---=-! --~-1 -OOA~- 16O .-+-...,RUNG 1 154 200 18 I, LOS I u,.~-ciR~11-i12-~ ---=---=--J~I ,:;...x~-_j_l ..J:l----+----"Qm;:..--o-T.:0::0201-0-1-0---...-vs-M---3--1 n. ~ 200E OL SICxxx MANUAL >---'1=61'--+--o SPEED CONTROL © ~ RESET HSxxx X 1 o+~J----o 201 164A TD-1 RUN COMMAND r ~ ~ I ~ 4-20mA ,7 171\ I OUT L _____ LE_~ 24VDC (+)~~SPEED ~ I CONTROL RESET 24VDC (-) ~ - --~ 4-20mA IN I TROUBLE(D VS-2 1B4 ON MODBUS PLUS I 178 ol gl a a HSxxxH © I--- CR122-1 202 204 206 210 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 "' 0.25 sec I CR116-2 I g,i I~ 0 , I I JOG I I ~H~xA L-----------------1----0 ooxo----~MPxxx~--I 200D I xoo 196N 0-1 sec I I _1ax : o-@-- - --,.--11--i..t--_J 2OOB Rp-1 £ £ 20OC YLxxxL G CS-2 YLxxxK 200 212 G 196N L----------------------------~--• __________________ IS_H_xx_x--iof---@----~-J~ CS-3 I I ~-~2=oo~ _____________ Y_S_xx_x----1J ---~--J ~-~2=2~0---1..----1 R YLxxxJ 196N 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 WIRING DIAGRAM (TYP OF 2) VFDxxx L-------------------------------------------------------------~-TUBxxx 1 ______________________________________________________ __J 4 5 "~~ON""' POLARITY SHOWN IS FOR DC MODEL. NOTE: FIELD WIRE LABELS INDICATE TO/FROM INTERCONNECTIONS FOR TROUBLE SHOOTING PURPOSES -.t -a-1--------------------------------------------------------------------------------------------------------------------------------------------11--/r--1') 0 -.t 0 ,.N -, -0 CO a:: -a. a. / " z VJ RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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) ESS/at,~ R Ho}%~ o.E14544 j L§lf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION PUMP CONTROL ELEMENTARY DIAGRAM PROJECT NO. 5-52 DRAWING NO. NC110 87 OF 103 0 ""CJ ., e '-0 -u ., .c ii:: w V) :::, A B C D Cl E 3: ""CJ ci N ~ CJ z I N I[) I ,(' -1/1 C: /0:: ., 0 ::: (D 1/1 ""CJ 0 Cl "-I EN OIO ~I ~ I[) ':J •• ID~ F IW 1/1 0:: 5-x -., ., '- vi E <Jl If) lo 1 2 MCC-A MCC-B ~ ®A,f-------,,------+--=-~~---7 ">-::c __, B 0. 0. "'o.®-:--+-......------,---f--, >~ o C ~ @.1..-+--+-----,,---..L.---f--+--, 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 55EPMP020 SUMP PUMP 1 SUMP A PUMP 1 55EPMP025 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 INTRINSICALLY SAFE PUMP MOISTURE AND TEMPERATURE SWITCH (T /S) DETAIL. (TYP.) 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-+---t-o-xo_l-Hl~~~--7 I ON I PUMP 1 STARTER 1 OL I ~--!A---e---1 M ■ I I I cox ,fcxoo J_ I L.... '-=---'"!:_ _ _J ALTERNATOR HS025B 0 H A OXO ...L. HS025A ~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 L __ ~ MSH TSH 6CR 5CR 026 027 I I 5CR L _ _J 4CR L INTRINSICALLY SAFE RELAYS FOR PUMP MOISTURE PROBE AND 3CR 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 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-WIRE CROUSE-HINDS SRD3424D PLUG & RECEPTACLE @ 4-WIRE RUSSELLSTOLL RS520R9W & RS520P9W 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. st~ o---it,...-----------------------------------------------------------------------------------------------------------------------..,._-/ r--l'l o sto ,.N -, -ooo o::~ ~g-z Vl MARK RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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 "A" STREET PUMP STATION SUMP PUMPS CONTROL ELEMENTARY DIAGRAM PROJECT NO. 5-52 DRAWING NO. NC120 88 OF 103 0 "C ., ..0 e L. 0 -u ., .c Iii w (/) ::> A B C D "' E 3: "C c:i "1 () z I N I{) I ,. L. 1n C ;;>a:: a, Cl :-!= (D (/) "C 0 "' a. I Ec-1 QI() ~oh -·:5 .. CD~ F IW (/) a:: <(X / -., ~ VJ E ..,:Jl I() lo 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 e------c DI >-----_______, X2 PAUSE FANS N :r: 0 co I G. n 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 1B A Ml OL1 Tl Ml OL 1 T2 M M1 OL 1 T3 HS051BOiF .A. HAND I REMOTE -, y -,__ __________ ---r I XOO I I I I I I I I I I I I I : l ____ --o ;;________Q-~ AN 051 ~ I ~~ 9 I I I I I L---t------~-HS051~ ~O~ __ j ___ J _____ --0 I E@-----~S051B, L________________ DI YS051Aj YL051 M1 ,-------"'f-------:-::=-::---:---H R f--------------, f--------, 5B __ 4--YS05_!_ ~ OL1 ~ I >--------------< ~ __ ~SH 05_1_ --t ~ -0---~AL052--f I I ' READY RUN JOG REMOTE READY ON ON OL TRIP FLOW SWITCH EXHAUST FAN 55EFAN051 CONTROL ELEMENTARY DIAGRAM 4 5 6 //71 I I I I 7 8 9 10 BYPASS SWITCH INCOMING POWER: 120 VOL TS AC, 1 PHASE, 3 WIRE, 60Hz (2 I I INTERNAL CABLE: #14 AWG 11 : : RECEPTACLE: , ---_J I PLUG: UPS OUTPUT u p s TEST TO DISTRIBUTION OR COMPUTER LOAD N :r: 0 co I G. n I > (X) 0 N TB1: UTILITY INPUT ,---_J TB4:I CRITICAL LOAD L1 NEUTRAL UPS UPS l-=c!---------=1 1 UPS 2 f-------A L L1 TEST I LI--O POWER SUPPLY L1 I = N I Ll OR EQUAL = r=:i=::::t:=-----1-------=::::::::=:::=-1. 3 ~ls\ 4 i---------"'c( G L -1--o 1 20 voL T A NO I = G ~ N "-'--'---r I N /p~l~E UPS OUTPUT I ~ RECEPTACLE G - __ GROUND __ ~ I GROUND I - L ______ _J L1 L2 A 20A OL2 L1 (BK) M2 T1 -20A L2 (BK) -M2 OL2 T2 M (BK) 20A OL2 L3 -M2 T3 N L L L BYP TEST BYP TEST AUXILIARY SWITCH CONTACTS BYP 2 TEST BYP 3 TEST UPS BYPASS CONTACT 3 YS060~ INT ~SSON Y5060KI UPSI E~TERNAL ~SSON L1 L1 NEUTRAL N ~ROUND __ GROUND N UPS IN NORMAL N UPS IN BYPASS l----e N N (WT) ~-----rr-rJ----____jx1 t----------' 2 AMP LOS L:,. HS053 HS053B OFF .A. HAND-1,REMOTE 1D " "-----------------, I XOO I I I I OL2 I I L - - - -~ ~ -~ - 1 E I I FAN05¾ I I I ~ ~ I I I HS053A I JOG I L---~------t----~ o-----~ 1B ---f-------o OOX I 4B~ ----~HS053Bl 1B L________________ DI YS053Ai YL051 M2 I R )-----------, e--------,SB -~ YS053 1 OL~ ~SH053 I )------------< ~ -DI - - ---1 ~--I ---§--_ -<§>-I AL054 ~ I I • L_ READY RUN JOG REMOTE READY ON ON OL TRIP FLOW SWITCH SUPPLY FAN 55EFAN053 CONTROL ELEMENTARY DIAGRAM UPS BYPASS SWITCH 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 . v-0 ..... ._ ______________________________________________________________________________________________________________ ,..._ /r--"1 o va ,..N --, . ooo a:: -0. a. /a, z(/) G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION EXHAUST FAN, SUPPLY FAN, AND UPS BYPASS SWITCH ELEMENTARY DIAGRAMS PROJECT NO. 5-52 DRAWING NO. NC130 89 OF 103 A - B - C - D 0 "C ., ..0 0 .. - .. 0 -u ., .r::; Iii w Ul ::::i "' E 3: "C c:i st u z I N I{) I ,. .. - 1ii C ;;;, ., ~ ;t:::D ., [D Oo C.C) El ON 5;,IO _1 = I{) ~~F UIW <( ~ /x -., ~ -Ul ..,: E C. 1 L '7 I 2 120VAC FROM FCP134, CKT #34 15A ,.,----......__ :,---,; FAN 1 i-------0 ~n-----__, M :,---,; FAN ~-M DOOR 15A SWITCH ,.,----......__ / 15W 2 p------o o----if I N G .._,,-.. ,..,,..... 15A L__.!1---=-5c.!.!W==1.__ __ 3 ,-0 ~0------__/ © ©"- DOOR 15A SWITCH 4 ,p------o -~ 15A 15W 15W '[ 20A( -120VAC FROM UPS 1 +-----oc :'J------ 2A I I - IHINIGI PRIMARY PLC 2 +----oc ~J------ 2A I I IHINIGI HOT STANDBY PLC -3 •i-------0 o------ 2A I I HINIGI MODEM -4 .--on--~---- 2 A I I - HINIGI 1/0 RACK-1 RACK PWR SUPPLY 5 .--on--~---- 2 A I I - HINIGI 1/0 RACK-2 RACK PWR SUPPLY 6 i-------00-------- 2 A I I A IHINIGI 1/0 RACK-3 RACK PWR SUPPLY B C 3 I 4 I 5 -7 ~o ---------- 10A -~ TERMINAL BLOCK N0.1 ( 8 .---o SEE DWG NC-210 '--) __ _., AND NC-220 g .---o ,.,----......__ ~ TERMINAL BLOCK N0.2("""-_ ___., 1 OA ~ SEE DWG NC-230 ) -10 t---0 0 SPARE • 10A -1 1 ,-......0 0 SPARE • 10A 12 .---o -~ ( TERMINAL BLOCK N0.5("""-_ ___., 10A ~SEE DWG NC-240 ) 13 p------o -~ ( TERMINAL BLOCK N0.6("""-_ ___., 10A ~SEE DWG NC-240 ) 14 .---o ,.,----......__ ~ TERMINAL BLOCK N0.8 '<---___., 10A ~SEE DWG NC-240 ) -15 t---0 0 SPARE 10A -1 6 p------o ::cJ------ 2A I I I _____ __,__., IHINIG 24 voe POWER SUPPLY 10A r+ Fl ---u__i >--_....,._(TERMINAL BLOCK N0.1 o('----~ )SEE DWG NC-260 ~ 10A l±_ l=J 24 voe POWER SUPPLY IHINIG -I I l~-------+--------- 1 7 ;-----o o------ 2A LCP ELECTRICAL POWER PANEL WIRING DIAGRAM SCALE: N T S I 6 I 7 I -1 s f-------0 ~r,_______ I 5A I~----+---. - IHINIGI PELCO 24VDC PWR SUPPLY 19 f-------0 .::n------ 5A I 1---+--------<1 IHINIGI PELCO 24 voe PWR SUPPLY 8 I 9 I NOTE: 1. PROVIDE SPACE HEATER AND THERMOSTAT FOR CONDENSATION PROTECTION TO BE SET FOR DEW POINT RANGE. 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-- 1-- 1-- 1-- I-- I := st N ~r----tt-~------------------r--.,....-,---------------""l""--------i~-------------------:-;;:;::--------------------------------------------------....1.- ~ 8 DESIGNED BY· Rosu, Cezar -04/28/04 f?.~ESS/OA,"'5, ~ cAN/ r~ REHABILITATION OF PROJECT NO. <~ DRAWN BY: Robledo, Hector -04/28/04 ~ 1,.t-R Ho--"f( ,(J"~ ~~ "A" STREET PUMP STATION 5-52 ~~ CHECKED BY: Brown, Ernie -04/28/04 ~ ~~o.E1454:&'i I~ "' " = '\~~ ORANGE COUNTY DRAWING NO. ~z .. i I,. LINE IS 2 INCHES • I .;. fl~:;; ... ,. LEE&RO. Inc. I-------=>~~ \ ee-a LCP ELECTRICAL PANEL POWER C 6 ~ ft.\ RECORD DRAWING )3/Q; AT FULL SIZE ~ ~~J;c::~~ ~~~• SANITATION DISTRICT ELEMENTARY DIAGRAM N 14Q i'!s ~ MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) c:y, CM.\' ""1 ~ ' 90 OF 103 I I I I l I I I A - B - C - D 0 "C ., .!l 0 ... - ... 0 -u ., ..c a:: w 1/l ::, "' E 30 "C d lO [i z I N lO I ,.. ... - 1n C ·-ct'. / Cl ~(Il 'cij Cl Q(!) a_ I EN O lO u I /,o -':J .• ai ~ F IW 1/) ct'. <(X / -., ~ -Vl E ..,:,8 lO lo 1 I 2 I 3 I 4 I 5 I 6 I 7 SWITCH DISCONNECT POWER SUPPLY ,-----,,---------------------------------------------------7 I I I 0 ' ~ I , I lf------<>--------- 1 I I g I I 1 11 ~ f-----+------------; II : : c I M1c I • I [QJ Y~ I I C L-----~ ">---~ II REMOTE CONTROL { ---ft-7--fT+Tl ANALOG INPUT FROM PLC, FV556 - -----l.:J--7 --[[=JJ I I I ANALOG OUTPUT @ I POSITION { - --(+ -7 --fT+Tl PLC INPUT, ZIT556 - --t+ ----1--[[=JJ I I I I REMOTE I~~ ,,--- - - - - - - - ->---------~ HS556B I>----< --------r f--------- 1 f-----i --------I-- PLC INPUT -< ________ L>----< TO R OU E I f-----< WSH556 I>---< TROUBLE (FAIL) ~f------, YS556B I - - - - - - - --rf----< 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 t~i QI Q I I 1 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 . - ...._ ...._ ...._ - v-0 ..... _______________________________________________________________________________________________________________ ,..__ /r-- r<J o vo ,..N ..., . oro o::-0. (l_ /a, z(/) MARK RECORD DRAWING DESCRIPTION I )3/0i 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 L§lf. LEE&RO. Inc. I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF "A" STREET PUMP STATION ELECTRICAL MODULATING VALVE CONTROL DIAGRAM I PROJECT NO. 5-52 DRAWING NO. NC150 91 OF 103 I A - B - C - D 0 "U ., .Cl 0 .... - .... 0 ..., u ., .c ii2 w VJ ::::, m E == "U ci 0 N (..) z I N I{) I ,. .... -..., 1/1 C /Cl'. ., 0 ::: (D 1/1 "U 0 0, a. I EN QI{) ~Ji ..., ~~F IW 1/1 Ct: <X / ..., ., ., .... ..., VJ E <Jl I{) lo 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 I ~o QUANTUM PLC PLC A 10/42 1 ~o PLC B 10/42 ~ ::::, D.. ~ u ~$ 0 --0 I I ...... -n -LO I I VJ ::::, D.. D.. u u 0 0 ...... -- ITEM 4 (TYP) I I -----},L._ .......... ..-,_!,,l.. ::."!i!>-W =, :::?>-W wCDO a.. wlDO ,_ C ~ Z .....-... U ,-... r ~ Z o :r:---(/)__..o :::c:- 5::: --. -.-0 a_ :1 0:: ,_ -.-0 __.. + 0 __.. --..i __.. + 0 omo I o-omo 1 o::!!:o,..... ..----oo~o ..... I O I ..-I I I O I .- ..... o o I VV..----00 I ~ I ..-..-..-~ n I ..-..-m -~ ~ ..-~ m ..-N ~ I c::i I r--I I I c::i ,~ r--o... I ~ w (/)=>a.. I VI w et:::~IO Q..O...Ct:::~IO uoUZ U(..)UQUZ QZOO OQDZOO ..:tOVV V--..iV~VV -")~n----...... n- 1 L _______ FO--------'I'--''--_ _J - ITEM 3 C:::..::1---'-------MB+------~ L MB+ 'ITEM 3 ITEM 3 ITEM 3 :::,- ITEM 8 & ITEM 1 5 Ill ITEM 8 & ITEM 15 ITEM 12 ~--RIO-----, --RIO---'T'-------' 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 I I I I I I 0 0 0 0 0 0 ... ... ... ... ... ... LO LO LO LO LO LO <( < <( < <( < D D D D D D 0 0 0 0 0 0 ... ... ... ... ... ... ------ ~ 0 ~ 0 0 I 0 ... LO <( D 0 ... - DROP 3, RACK 1 QUANTUM REMOTE 1/0 ~ ~ ~ ~ ~ 0 0 0 0 0 ~ ~o 0 0 0 0 0 ~ ~ ~ ~ ~ D..-0 o._ I 0 0 0 0 0 0 -0 0 0 --::::i..-n I I I I I VJ-m Cl'.-Q< 0 0 0 N N n n n ... ... WVJ co co co co co Cl'. Cl'. :;::a_ u u u u 0 0 OU 0 D..0 ... Cl'. Cl'. Cl'. < < ~ -0 0 0 0 0 VJ-D.. 0 0 0 0 0 ... ... ... ... ... ) ----- ~ ~ ~ 0 0 0 ~ 0 0 0 ~ ~ ~ ~ D..-0 0 0 o._ I ---I I I ::::i..-VJ-N N N -... ... ... Cl'. co co co ~ 0 0 0 OU < < < D..0 0 0 0 ~ VJ-0 0 0 D.. ... ... ... --- DROP 4, RACK 1 QUANTUM REMOTE 1/0 ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 <( <( <( < < < < 0 ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 -n 0 0 0 0 0 0 0 m I I I I I I I ~~ 0 0 0 0 0 0 0 n n n N N N N 0 0 0 0 0 0 0 u 0 ~ ~ ~ 0 0 0 0 ... u u u u -< < < < 0 0 0 0 0 0 0 ... ... ... ... ... ... ... ------- ~ 0 < ~ 0 0 I 0 N 0 0 u < 0 ... -------RIO------------RIO EOL ITEM 6 ITEM 6 ITEM 1 0 _j : r-;:-----------------------------7 II I MCC MB+ MB+ MB+ MB+ I ' ADDRESS= 33 ADDRESS= 34 ADDRESS= 35 ADDRESS= 36 II : I VFD 1 VFD 2 VFD 3 PM '--------'1\--~1'--------ITEM 7 ---1~---~ I MB+ I I ~------ITEM 5 ----1~----------'I ____ MB+ I ITEM 3 -c::;-;::1---------------e:;--;:,;--i>-J ITEM 3 ~-~'----FO I <D--ITEM 4 <D--ITEM 4 I ITEM 2 BRIDGE/MUX I xiciRESS = 9 111 21 31 41 FIBER -OPTIC CONVERTER ITEM QTY 1 2 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 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 ~---------+----MB (NIC) -----------~ IMMl_l __ l ~--MB-----,□ ITEM 13 ls::b-CATS ETHERNET (FUTURE) 3 10 10 MODICON -MB+ TAP □ <!>---ITEM 1 4 ,_ t,--CA TS ETHERNET (FUTURE) I L ITEM11looooo 1 ---------------------------------------______ _J (])-----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 Io ~-~-~ ETHERNET □ I CRISP SERVERS : L ------------------p~~400/P~~~ --------------------J 4 5 6 7 8 9 10 11 12 13 14 15 16 17 3 1 2 1 1 1 1 3 5 1 1 MODICON -MODBUS PLUS DROP CABLE MODICON -MODBUS PLUS CABLE TP-PVC JACKETED (1000 FT)* MODICON -RIO TAP MOD ICON -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 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 □ MB CONNECTION ◊ RIO CONNECTION l>. HOT STANDBY CONNECTION - - -FIBER OPTIC WIRE ws ---"'-- OPERATOR WORK STATION, MONITOR, AND KEYBOARD MODICON MB+ TAP MODICON RIO TAP, OR TRUNK SPLITTER UNCONNECTED WIRE CROSSING ~ TERMINATION BOX PART# 140NOM211 00 NW-BMB5C002 990NAD23000 990NAD21110 490NAA27103 MA-0185-100 97-5750-000 MA-0329-001 52-0422-000 MT132A-R2 MA-0186-100 990-NAA-263-20 9 PIN/ 25 PIN 52-0720-000 900 SERIES£ SEE SPECIFICATIONS PLC MB MB+ MMI NIC FO HSBY NOM RIO FT 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 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. - ....,_ ....,_ ....,_ - ... -0-..... -----------------------------------------------------------------------------------------------------------------------------------e--/,-._ l"lo ... 0 ""' -, . Q<Xl Cl'. -~g- ZVJ DESIGNED BY· Rosu, Cezar -104/28/04 ~ESS/ai,3: DRAWN BY: Robledo, Hector -04/28/04 fll-..,,,;,.,'1.R Roj; ~ [-..:C::.:H~E.:::CK~E:::D:....:::.BY.:.::.=B=r=ow=n:::::'=E=r=n i=e =-=0=4::::/2=8=/=0=4=~J!/ !21 ~o.E1~ ""-tt,j.;ft-cr .-_,,/cG";\--t-:R::-::E"'c-=-oR=:D=--=D-=-RA".".'W,..,.l:-NG=---------------;-03-i/,-107--t-----1 I • LINE is 2 INCHES ' I ., u~ 08/YJ~ ·; A\. SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08/05 AT FULL SIZE ~4'tcn1t~~ MARK DESCRIPTION DA TE APPR. (IF NOT 2"-SCALE ACCORDINGLY) lt CAI.I\ I I L§f LEE &RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 11A11 STREET PUMP STATION PLC & REMOTE 1/0 BLOCK DIAGRAM I PROJECT NO. 5-52 DRAWING NO. NC200 92 OF 103 I 0 "C ., ..0 e .... 0 .... u ., .c a: w (/) ::, A B C D I I 1 2 3 TERMINAL BLOCK NO. 1 L N 1-------SEE DWG NC140------------=i CABLEFAST CABLEFAST 11 11 TSH064 TB 2-10 I 2/1D/4 TB 2-10 -----o--r-o--8 >---1-CZ..7 J----1--~o ~ I AC SYSTEM 11..+-----=-1 'b' I 101 HI TEMP 0.1 Al I I R9-1 'rs 2-1 O I 2/10/51 I TB 2-10 ----j I---12 >---+□1I:1 }-f---1-@o:j]99I AC SYSTEM ON I I I o.1AI HS030J I I 2/3/2 I I I 0.1AI 0.1 A I :::i --a TB 2-3 o--4 TB 2-3 I WW BUBBLER >----+C3G-l-----l@o:j]9s SELECT I I HS035J :::i I I I 2/3/3 I I TB 2-3 TB 2-3 I WW SONIC 971 SELECT --a o--L..J;6!..._J-1 --<; DI 5 HS034J TB 2-3 ---0 0---12 I 2/3/5 TB 2-3 I WW LEVEL SETPT DI >---l-t'.J1f:1 ~---1@:o 396 UP I 0.1 A I HS034K I 2/3/6 I TB 2-3 TB 2-3 I WW LEVEL SETPT --a o--Q140-.l--< DI 13 o 95 DOWN I I ~I I 2/3/4 I I I YSOl35_B_i1TC:Bj2~-i=-3+--< TB 2-3 I WW SONIC 7(L~----j r 8 D1>---I-C7D+----t~o 394 FAIL 0.1 A I 0.1 A I 0.1A I R1 TB 2-7 2 I 2/7 /1 TB 2-7 I WW SONIC PMP 1 >-----l-□1:J-+--~0~92 START lo I R2 1TB 2-81 I 2/8/1 I l------¼1=20-:-~I -<DI 1TB 2-81 1 I I 0 I WW SONIC PMP 2 91 START I I I I I I 0.1 A I HS037 J I I TB 2-3 11,L+--=----0 0---2 I I I I I 2/3/1 I I I TB 2-3 LCP PANEL DI >-----1tC1D=-t------i~o =:g]9ol LAMP TEST I R4 ITB 2-3 I 1 21318 ITB 2-3 I I ww LEVEL 12![:S~~4--l---.....r1rns:-i.::.-----1 >---tt'.'.I1:f7 j:...i-------@:o =:g]s91 LO I I I I I ~3.r±--"',;:, 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 -------i 881 SPARE I I I 4 5 6 L N ,_ ______ CONTINUATION1-------- i L6 YS060B 1 '+--~ - ---j I-- - CABLEFAST 11 TB 2-9 26 I I CABLEFAST TB-1 I 2/9/11 11 1 7 TB 2-9 I UPS DI >----l--02~s~---H£:o J]87 TROUBLE lo I I I I 861 SPARE I I 0.1 Al 1 6.+--"',,.., I I I I I I I I IO 851 SPARE I I I I I I 0.1 Al ZSC062 I I I 2/7 /2 TB 2-7 I TB 2-71 I I ELEC RM INTRU ---o-=ro--L.._j4t.......r1 --<. DI ;>-1 1.......;3,LJ-1 ----tt~~841 CLOSED i61 0.1 Al I I 2/8/2 I I ZSC062A TB 2-8 1 84----=.., ---o--=-o----4 TB 2-8 I DRYWELL INTRU DI >----l-c3b+----l{ociJs3 CLOSED I L6 0.1 Al I I I 2/10/9 I JSL068 TB 2-10 1 94--=-i - ---j f-- -e1122Q--l----< TB 2-10 I INST POWER LCP >--Jd2t1 JJ---.1{0Ct]s2 ON I I I I I I HS100M I I 2/8/9 I TB 2-8 DI >---l-tTB~2-j8+-----k~il I PUMP 1 vs LCPA 20 --;P o---22 21 ° 81 SPD DN 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 <€>>------1IH:TB22ti-:i=18+I --+I _J I I IL6 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 Hsss6E I I 1 2;8;11 I I I TB 2-8 TB 2-8 I RECYC VLV LCPA --;1J o--t....£!262......r+----<. DI >----1--(22~5 =8--4@::j]79 CLOSE L ( I I I HS556G I I I TB 2-8 L...;,0 o--H 2s 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 ~>--+ti I:27GI -1-----l--~ I 2/8/6 ~ TB 2--8 ~>--+c:t13t:J=+--+~ I HS560L I 2/8/7 I ~-1TB 2-8 ~ TB 2-8 ~ ;,0 o--HL. .ll16;u-l r---<.~>--+1011 st:i=I +--+~ I I I HS560M I 2/8/8 I ~-1TB 2-8 ~ TB 2-8 L... --0 o--HC. ]]1 su-1f---<~>--+ICTI17'.J-I +--+_J J L6 L_J L_J L CONTINUED --------i 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 55E. 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.=::~ I I I I 0.1 Al 12"'9-----=-J I I I I 0.1 Al 12:ct=~I I I I r±--"'c, I q: .... ....:::J I I o.1AI b 7.r±--"'lc-- 1 I 0.1 Al l2s;::t~ I I I I 0.1 Al 129,::t~I L CABLEFAST HS560J TB 2--8 --a o--12 I I I I I I I L_J CABLEFAST TB-1 i I I I I I I I I I lo I I 751 SPARE I I I 2/8/5 >--+tTB~2-j8::+-----H~o~741 CLEANING LCP 11 ACTIVE I I I I I I I L_J I I la I I lo L I I 731 SPARE I I 7) SPARE J CONTINUED ------- (SEE DWG. NO. 5-52-NC220) RECORD DRAWING L6 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. 5-52 DRAWING NO. NC210 93 OF 103 0 ""Cl ., .0 e I.. 0 .... 0 ., ..c ii::: LJJ en ::::> A B C D "' E 3: ""Cl c:i N N u z I N I{) I ~ I.. 1ii C /0:: Ql Cl ;t::: CD ., ""Cl 0 "' a. I EN 0 I{) ~I ~I{) ·:; .. CD~ F I LJJ ., a:: <X / .... ., ~ ui E < .g I{) le;; 1 2 3 TERMINAL BLOCK NO. 1 L N (FROM DWG. NO. 5-52-NC-210) i--------CONTINUATION--------i _J L_J L_J L 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 REFER TO LOOP 4 CONTINUED _______ _, DWG. 55E-L-062 FOR NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF SSE. 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 5 6 1--------CONTINUA TION--------i TB-1 7 0.1 A I 0.1 A I TB-1 ,-7 ,-7 ' 7 zsc130 Ins 2-10 I 1 211011 Ira 2-10 I I ~ --r-Ci:2 J-r--< DI >-~r[:J1=1---j---i-{~o~~tJ 61 CKT BKR MCC B :-'"" CLOSED I I £1 I I 2/8/4 rr=:~l_z::;s~c126A I TB 2-8 I 41~ I o---+l--c::]:8=:J---:-1--< >-~l:--T-CB=~z:::-J-8---;l_~l;-{oCtJ 60 CKT BKR MAIN I I I CLOSED I I I I I I 0.1 A I I I I I I 42'-+--~ 1 -----~----~-®-t----~-- 1 ~o---+'59 POWER MONITOR 0.1 A I I I I I I I I I I 2/10 /10 I I I JSL039 --0- 43lt::~l_:_:_:rl I 24 f--DI -23 0 Ira 2-10 I Ira 2-10 I I 58 PUMP SATION POWER FAIL I I I I I L I I I I I I I I I I I I 0.1 A I I I I I I r±-"""'11 YS075B I TB 2-7 I I 217 /5 I TB 2-7 I I 1---l f---1 12 I DI I 11 I I 0 DISCH FLO XMTR 57 TROUBLE 0.1 A I I I I 2/9 /12 I I I YS050 TB 2-9 TB 2-9 GAS MONITOR '-+--~ - --j f---28 DI \---LIT27h--L---Uo~tl 56 TROUBLE ...,,..0 ---t,55 SPARE HS059A _J_ ,0 0--, I HS059 I I I r±---"'""'1 _ ~ _J_ cd _ TIB ~ -1 0 I 0 54 SPARE 0 53 SPARE I 2/10/3 >-__J~TtB j;[:-j1 O---!----¼oC!J 52 DRYWELL FANS PAUSE I I 2/9/2 r±---"'""'1 ZSC062B I TB 2-9 TB 2-9 51 EXT PNLS INTRU --oo-==o-, t-'f4---,_J_-1 DI \---Lh3h-L---Uo~tl '-+--~ CLOSED I ,---_JI: I I I I : I : I I I I I ZSC062C 11 I I I L -o>-=rn-o-, I I ~---_JI: I I I I : ZSC062D I : I I I I L -0 1>--~ I I I I _J L _ _J L _ _J L _J 1-------SEE DWG NC140-------i 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. -.t - o ..... ~--------------------------------------------------------------------------------------------------------------+--/r---.,., 0 -.t 0 ,.N -, -0 IX) a:: -0. a. / ., z en RECORD DRAWING 03 07 ULTIMA XIR GAS ANALYZER ADDITION 10 05 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 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" -SCALIE ACCORDINGLY) L;Jf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LCP TERMINAL BLOCK TB-1 ELEMENTARY DIAGRAM - 2 PROJECT NO. 5-52 DRAWING NO. NC220 94 OF 103 1 I 2 I A - B - C - D a 1J ., .0 a '-- '-a ..., 0 ., ..c ii:: w VJ :::, "' E ~ 1J c:i "l N (.) z I N IO I IO / '--..., Ill C ?~ we :-!= Ql Ill 1J a "' c. I EN a IO u I /,o ..., ':J .• F ID~ IW Ill~ <(X / ..., ., ., '-..., VJ E ..,:Jl IO I .• 0 -.i-- 0 /r---"lo vo ,..N ..., . Q<Xl ~-0. C. /a, z VJ /4\ RECORD DRAWING 03 107 0~ ;;: <( /F\ SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 MARK DESCRIPTION DATE APPR. cc I 3 I 4 I 5 I TERMINAL BLOCK NO. 2 L N ~~ ~~ SEE DWG NC1 40 TB-2 TB-2 i 7 TB 3-6 TB 3-6 i 7 al I I DO CARD I I . 1251 1 I a I I I 3-6 I I I I I I I I I TB 3-7 TB 3-7 al DO CARD I 1241 21 I I I I a I I I 3-7 I I I I I I I I I TB 3-8 TB 3-8 I 1231 31 I I DO CARD I I "a a. I I 3-8 I I I I I I I I al TB 3-9 TB 3-9 I 122' 41 I I DO CARD I I a 3-9 I I I I I I I ~ I I nTB 3-4 0 3/4/4 TB 3-4 I I 51 a R8 10 DO , 11 a 1211 I I 1 TEST n 1 I ---v 26-SAFE I I I R~-1 -0--YL042 _________ J I I I I I I I TEST I I I ---0 NOT SAFE I I R8-2 -0-YA042 I I I ,, ____________ _J 1 I I I I I TB 3-10 TB 3-10 I I I DO CARD I 1201 61 I I I I "a a, I I 3-10 I I 17 14-----.::..10 Jt- II,---+, I 110 •1191 1 I I I I I I I I I I I I I..+---, I I 8 a I :lo ·118: I I I I I I I I I I I 91 a I 1 1 ,...,.......-+, I i10 •1171 L_J L_J i--------SEE DWG NC140--------i 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 L§l!f LEE&RO. Inc. (IF NOT 2"-SCALE ACCORDINGLY) I I I 6 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 - I 1. 2. 3. 4. 5. 6. 7. 7 I 8 I 9 I 10 NOTES: UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55E. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. "INSTRUMENT /ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. TB-N (TERMINAL BLOCK, N= LCP TERMINAL BLOCK NO.) TB D-S (TERMINAL BLOCK, D=RIO DROP, S=SLOT) ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. I D/S/P (DIGITAL INPUT, D= RIO DROP, S= SLOT, P= POINT) 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. ORANGE COUNTY SANITATION DISTRICT "A" STREET PUMP STATION LCP TERMINAL BLOCKS TB-2 ELEMENTARY DIAGRAM 5-52 DRAWING NO. NC230 95 OF 103 I I I I - ....._ ....._ - A - B - C - D 0 1J ., .0 0 '--- '--0 +-' 0 ., ..c ii:: w VJ :::, "' E ~ 1J c:i st N u z I N IO I ,_. '---1i, C _:;;-~ we :-!= Ql 1/) 1J 0 "' a. I EN O IO Ui / I() +-' ':J .• ID~ F IW 1/) ~ <(X _..,.. +-' ., ~ +-' VJ E ..,:Jl IO lo 1 I 2 I TERMINAL BLOCK NO. 5 L .__r 1-------SEE DWG NC140-------i TB-5 TB-5 r o.2J rn ~I I" ti I 1 I 7 n n ISR1 1 ' I O I 11301 I I I I I I I I I I 2/10/2 '-o---,r--o---'.9rr=~ [r3-=i7 0.24 6 IT~ ~;-v-lT~ -1nl 3 SUMP LEVEL HI lOs I LSH029 ~2~ ~2~ '\), I I WW LEVEL 21 e I I n n ISR2 ,I-i---~i,@:o=lJ"291 HI I ) r1i ·~ I 2/3 /7 I ~~~.--. I I L___,._____J 11 1 6 DI --llI .--------,,1 ,,....5 7 I I ~b ~ ~ 2~ ~ 2~ I I 0.2A ~ LSH040 3 1r±, .. ~eJI---D ' I o , 11 281 ~ I i n n isR3 r-I I I 1 1 r 1 214 ;14 1 1 I ZLC105 I ~ ~:ii7 I I ~ ~2-4! !TB 2-4! o.2J ~I 4 1(!1 <>~ef---~QI n n ISR4 I ' 1 I Q ~ I 2/5/14 1 1 zLc205 I ~ ~m 0.2,I ~~2~ ~2-51 ~I 5 1[!1 c,~eQl---~QI n n ISR5 I I ' 1 I I 2/6/14 I ZLC3og._9fr=~[nii7 !TB 2-61 I TB 2-61 CABLEF AST CABLEF AST 0.24 ~I 51(!,~eQl---~QI n n ISR6 I ' 1 I I 0.24 ~I I I 2/8/13 Jrc~er=3n1 ZSC078C I TB 2-81 I TB 2-81 CABLEF AST CABLEF AST I I Io ,112) I I I Io 1112J I I I Io ,112J I I I I o 11241 7 I e n n ISR7 I I I I I I 2/8/14 I I I I ~ Jrc~Cniil I 0.24 ZSC078D I TB 2-81 !TB 2-81 I ~ I CABLEF AST CABLEF AST I I 8 i ti 'j ,L..J_.L,-1lL......L1,-Ll _Is_R_8 __ ...J...1,--L----Jir----------i"~o------fl11231 I I ~ I 2/9/5 I b _s.J1r~(nri7 0_2J LsHo24 I TB 2-91 I TB 2-91 I ~ I CABLEFAST CABLEFAST I 9 I e\_ '---------liroo-----tl1122 I n n isR9 r-I I 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 I I . A\1 214112 1h r= ..::,i II ISR9 J_T J -6 -I 28 DI 1--127 , _ MSH104 I TB 2-41 I TB 2-41 .____ 0.2 TO MCC TUB 100A ~ I CABLEFAST CABLEFAST I PUMP 200 MOTOR I10 I~~el -----j' n n ISR10 ,t-i---~@:o=t]"211 HI MOISTURE I I IL...o,-,----iJJrr=.LG1 215112 '---=-'------'Lh I j_ TO MCC I I ~r=..::,i I ISR10T TUB 200A _ b _ 28:-1: ~ 1--127 , ._ __ _ MSH204 ~ 2-51 I TB 2-51 I ~21\ I '\:. I CABLEFAST CABLEFAST PUMP 300 MOTOR 111 1 e I I n n ISR11 1 t-i------,1@:o=t)"201 HI MOISTURE I I I n.-.LG1 2/6/12 1h I I I I -6 _.Tl 12811 ~ .[i=;nl I I j_ TO MCC MSH304 I TB 2~~1 TB 2-61 ISRl l T TUB 300A L~ LU~--cABLEFAsT CABLEFAST 1-------SEE DWG NC140-------i I 4 I 5 TERMINAL BLOCK NO. 6 1-------SEE DWG NC140----------t TB-3 r o.2AI ~I 1 I -' I I I I I I I I j--j n -1;1 - L Yo3o H 1 I I I I I I ,___.,.,...,... Al 4/3/2 ~ I r,:--::;-i/,)..__ ,--, Lf[ir\__J 11 2+ ..r~ ~-11 1,--;;2~7 I ~ !TB 4-3 ! !TB 4-3 ! CABLEFAST CABLEFAST I WW BUBBLER LEVEL 6 I 7 I 8 I 9 I 10 TERMINAL BLOCK NO. 8 SEE DWG NC140 ------------1 TB-8 TB-8 r o.sAI ,-, 11 ~ti:--------------©-------------: o 1 120 SONIC LEVEL ~Al I 21 I 0-------1 R1 I > IPI 19 PUMP 1 START I I I LSMA035 I I I 1A I I ~ 31 : 0-------1 R2 r--------r---t:f------f-J''I 18 PUMP 2 START I LSMB035 I I I t5AI 2 I tid llo ,119 SPARE ~I I £ I 0.5AI ~ ®-IT I 18 31 e --------------------o ,1 I 075 I I I I I I I I I I I •' \Al----------®-------------~ 0 '" I I I I I I I I I I 0.5AI I ,' \ 1----------®------------'11r:::-0----±71161 I I I 0.2) I I ~ I I I 6 1(t::~tih-1--Pr, r: n 1/1 - L Y035 nD--h-------;l@:03]1, 51 L _J I I .,J,,,. L__J J--. J--. Al 4/4/2 -;;- TO LIT035r-~ r--, II 2+..r.~-11 2-7 I !TB 4-41 !TB 4-4 ! £ CABLEFAST CABLEFAST 1-------SEE DWG NC140----------t DISCHARGE FLOW 41 -•1 ::o--::-----1 R3 r--------r---tif------f-J'l 17 PUMP 3 START I LSMC035 I I I ~ I I 51li--~-~•11 ------1:::i----i1-,_>--r-----\ R4 r--------r---tlf------f-J1 1 6 PU MPs 1, 2 & 3 o LOW LEVEL SHUT OFF LEVEL INDICATOR LEVEL INDICATOR 61 71 1A ~ eI 1A ~ eI 1A ~ £ LSL035 I I 1------1 R5 1---------~l------l I '----I R6 >------------,1- 1 I I I I lo I I 10 I I ~ I I I I I , I 1 5 I I 111 141 I I 81 eI 1h I 10 I 131 L _J L _ __J WW SONIC LEVEL t------------SEE DWG NC140------------t NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55E. 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. 1h .__ ~ 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. RECORD DRAWING 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. CABLEFAST CABLE WITHOUT CABLEFAST TERMINAL BLOCK SHALL BE USED FOR DOs. 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) 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 . - ....._ ....._ ....._ - st - a...,. _______________________________________________________________________________________________________________ ,..._ ------.... .,., 0 sta ,__N ..., . Q<Xl ~-0.. a. _..,.. ., z VJ /4\ RECORD DRAWING 03 107 /F\ SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 MARK DESCRIPTION DATE APPR. I DESIGNED BY· Rosu, Cear -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§l!f LEE&RO. Inc. I I ~'""''~ ;.~ ~~ ~~ ORANGE COUNTY ..-------5~ \ ~~0 SANITATION DISTRICT '< I ' M. I I REHABILITATION OF "A" STREET PUMP STATION LCP TERMINAL BLOCKS TB-5, TB-6 & TB-8 ELEMENTARY DIAGRAMS I I PROJECT NO. 5-52 DRAWING NO. NC240 96 OF 103 A - B - C - 0 ""Cl ., -" D e - ... 0 .... 0 ., ..c ii:: LJJ VJ ::::> "' E ~ ""Cl ci "' N u z I N I{) I ,. ... - 1ii C ·-I}:'. / Cl ~ ID 'uj D 0 C) c. I EN 0 I{) ~I ~I{) ~~F I LJJ (/J I}:'. <(X / .... ., ~ vi E <( .g I{) I .. 0 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 '"421 9 I I I I I I I I I TB 4-3 .-------TB 4-3 I 11(t:=:::§0¥---------I. -,_ Al CARD~ l------.l.[joC!J"50 Al CARD L _j 4/3 L _j POWER SUPPLY TB 4-4 .--------, TB 4-4 21[!:=Jo~------l -,_ Al CARD~ 1----4oC1J,,1 4g Al CARD L _j 4/4 L _j POWER SUPPLY TB 4-5 .--------, TB 4-5 31[!:=Jo*------I -,_ Al CARD~ l------;foCl]<,148 Al CARD L _j 4/5 L _j POWER SUPPLY 41 o' TB 4-6 .-------TB 4-6 . -,_ AO CARD~ .1------_1c'o~~,I47 AO CARD L _j 4/6 L _j POWER SUPPLY TB 4-7 .--------, TB 4-7 51(t:=JoB-r 1 ------1. -,_AO CARD~ l----ifoC:tJ,1 46 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 51(t:=Jo~11-----1 -,_AO CARD~ l-----ioC:tJc,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 71(t:~o~t-·------I -,_AO CARD~ .l---~·oClJc,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 81(!::=Jo~------I -,_AO CARD~ .t---~"o~~c,I43 AO CARD I L _j 4/10 L _j I POWER SUPPLY L _ _J L -~ _J ,_ _______ SEE DWG NC140 ---------< 7 I 8 I 9 I 10 NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55E. 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. \-- \-- \-- - v-o---ii,...------------------------------------------------------------------------------------------------------------------------1--/r--"'0 v 0 ,..N -, -0 CX) l}'.'.- 0.. C. / ., :z VJ ft:.. RECORD DRAWING MARK )3/0, 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 • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L§llf LEE&RO. Inc. I I ~,:~)t ORANGE COUNTY \---~ "''"'-,__/ \ ~~~· SANITATION DISTRICT .._, I ' ~ I I REHABILITATION OF "A" STREET PUMP STATION LCP TERMINAL BLOCK TB-10 ELEMENTARY DIAGRAM I I PROJECT NO. 5-52 DRAWING NO. NC260 97 OF 103 A - B - C - D 0 ""Cl ., .c 0 '-- '-0 .... u ., .c ii:: w (/J ::::) en E == ""Cl ci a I') u z I N I{) I ~ .... - en C: ·-ct: /D _e CD ·mo 00 a. I EN 0 I{) ~I ~ I{) ~~F IW "' ct: ;5-x .... ., ., '- vi E < {?. I{) lo 1 I 2 I 3 I 4 24V AC 24V AC 24V AC CAMERA NO. 1 CAMERA NO. 2 CAMERA NO. 3 CAMERA \J 0. 4 SPECTRA III SPECTRA III SPECTRA III SPECTRA III I I I I -h, I -h, I -h, I -h, / ....... / ....... / ........ / ....... r ' , " , " , ~----------d) ~----------d) ~----------d) ~----------d) VIDEO VIDEO 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. VIDEO PELCO GENEX (REAR VIEW) CISCO 2600 (REAR VIEW) C)C) C)C)C)C) \ J CISCO 2950 (FRONT VIEW) 0 " 0 I 5 CAMERA NO. 5 (SPARE, NOT SPECTRA III INSTALLED) 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 ETHERNET I SPOT MAIN 7 0 w 0 > VCR @y@@ AUX ,-------L--~ OUT IN @O □□ SVHS I II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 iooooo 1 \.OOOOj IN COM OUT N N H □□ 0 CC S ♦♦ ALARMS QQQ~QQ~~ QQQQQQQQ t 2348878 91011121314018 ETHERNET I ~~ -□ ~I•) □□ ffi '@ ETHERNET 0 0 0 0 0 0 0 () () 0 ETHERNET CAMERA NETWORK DIAGRAM I 9 I l.+--.1---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 __ ..,._1 ... ?n._..v ~ 110-120-50/B0Hz 120V AC ~ 10 - I 1---( TEL. CO. 0 120V AC ~ >-- >-- >-- >-- st~ 0---11~ ..... --------------------..-------------~P""------...... -------------------------------------~P""-------------------------------------/r-. I') 0 st 0 .'.;-N dro ct:~ ~g-z (/J &. RECORD DRAWING MARK )3/0~ 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 • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I -Liff LEE&RO. Inc. I I A"~ SAN/ 'AJis. J..~~~ ~F ~:--<c,__/ .~~ ORANGE COUNTY ~~~· SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION PROJECT NO. 5-52 CAMERA NETWORK DIAGRAM DRAWING NO. NC300 '<!Ml ' 98 OF 103 I I I I A - B - C - 0 ""O ., D J5 e - '-0 .... 0 ., ..c: 11". LJ.J VJ ::::, "' ~ ""O ci -w z I N IO I ~ E '--t, C /11". a, C :-!= Ql 1/) ""O 0 "' a. I EN O IO ;;,Ji .... . ':J • ID~ I LJ.J 1/) 11". <(X / .... ., ~ .... VJ E <( (2. IO 16 . -.1-- 0 / r-- 1"1 o va ,..N . ..., Q<Xl 11".- o.. a. /a, z VJ F /4\ /F\ MARK 1 I 2 I 3 I 4 I 5 I 20" 11 2" ?2 0 '-------?2 0 55EFCP036 °1 0----\ 1 ~ • \ N -~ -~ I 132 I I 31 C=:J 0 0 0-...____ ,__ 0--~~ 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) L'.D. C=:J22 C=:J25 0 0 0 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 CJ25 (Q) CJ29 0 0 C=:J30 C=:J C=:J 1 7 C=:J 1 8 34 C=:J 0 0 u µ 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 ~ESSt~ DRAWN BY: Robledo, Hector -04£'.'.28/04 /4~ <,,1.Jll R O.r, ~ "' '-.i ~ ~ CHECKED BY: Brown, Ernie -04/28/04 L§l!f LEE&RO. Inc. ~ ~o.E14544 ,~1\ RECORD DRAWING 03 107 LINE IS 2 INCHES ""' ~~6j/ I • • I .. liq> 06/YJ/l'A • SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 AT FULL SIZE ~~tcrR1c~"" DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) OF CA\.\~ I I I I 6 I 7 I 8 I 9 I 10 REMOTE PLC PNL TAG 1/0 QTY MATERIAL LIST MANUFACTURER PART# PANEL L'.D. ,, 0 1 1 NEMA 12 ENCLOSURE HOFFMAN - 21'' 'J,, t. 0 1 1 ENGRAVED NAME PLATE TELSTAR CUSTOM 0 18 -PUSH TO TEST PILOT LIGHT ALLEN BRADLEY 800T-QTH10 R/G \0) 0 6 -INDICATOR (DIGITAL DISPLAY) KESSLER-ELLIS PMT-555.010 ® 1 -ANNUNCIATOR PANEL RONAN 410LB2448N ® 8 -PUSH BUTTON SWITCH ALLEN BRADLEY BOOT-A2A I-- 0 36 -NAMEPLATE -- 33 0 --COOLING FAN HOFFMAN TFP61 0 --EXHAUST GRILLE HOFFMAN TEP6 NAMEPLATE SCHEDULE 1-- REF. NO. TAG NO. DESCRIPTION 1 55EYL030J BUBBLER ACTIVE TI 2 55EYL035J SONIC ACTIVE 3 55EHS030J BUBBLER SELECT 4 55EHS035J SONIC SELECT 5 55EYL049J PUMP SEQ. 1-2-3 ACTIVE 6 55EYL049M PUMP SEQ. 2-3-1 ACTIVE 35 7 55EYL049N PUMP SEQ. 3-1-2 ACTIVE 8 55EHS049J PUMP SEQ. 1-2-3 ACTIVATE 9 55EHS049M PUMP SEQ. 2-3-1 ACTIVATE 1--10 55EHS049N PUMP SEQ. 3-1-2 ACTIVATE 1 1 55EYL100L PUMP100 ON 12 55EYL200L PUMP200 ON 13 55EYL300L PUMP300 ON 14 55EZLC105 PUMP100 CHECK VALVE CLOSED 15 55EZLC205 PUMP200 CHECK VALVE CLOSED 16 55EZLC305 PUMP300 CHECK VALVE CLOSED 17 55EYL020 SUMP PUMP 1 (PMP020) ON 18 55EYL025 SUMP PUMP 2 (PMP025) ON 19 55ELI034C LEVEL SETPOINT 20 55ELI034 ACTIVE LEVEL I-- 21 55EHS034J LEVEL SETPOINT UP 22 55EHS034K LEVEL SETPOINT DN 23 55EYL560P CLEANING CYCLE DISABLED 24 55EHS560J CLEANING PANEL ACTIVATED DRYWELL INTRUSION 25 55EYL560J CLEANING PANEL ACTIVATE 26 55ELI030 BUBBLER LEVEL EXTERNAL 27 55EFI075 FLOWMETER PANEL 28 55ELI035A ULTRASONIC LEVEL INTRUSION 29 55EFl555 RECYCLE FLOWMETER 30 55EHS037J ANNUNCIATOR TEST I-- 31 -IANNUNCIAI-OR PANtL t-:!::.1_:UHU UHAWINl::i PLC 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. PROJECT NO. ~•••ITA~ REHABILITATION OF i~ ~ "A" STREET PUMP STATION 5-52 " = ~ ORANGE COUNTY ~ 'l.b /\~,:-PLC PANEL LAYOUT DRAWING NO. o eel: ~~ \ NE110 SANITATION DISTRICT (EXTERIOR) ~----=---• c,,c, l:O l>C> ' a. I EN O IO u I / IO .... ':J .• CD~ F I LJJ 1/1 a:: <X / .... ., ~ .... VJ E <~ IO le;; 1 34 30 51 2 24.1" ~--I 3 t------+-if-----1 46 UTILITY 00 00 7.8" 22" LEFT SIDE PANEL SCALE: 1-1 /2"= 1 '-0" NOTE; 27 30 31 1. SEE DWG. NE111B FOR BILL OF MATERIALS. 3 2. PLC SHALL BE DELIVERED TO SITE IN SECTIONS NO LARGER THAN 48" IN LENGTH. g g ; ; i§ i!s i i -- 1.5" ~ TB 2-3 TB 2-4 TB 2-5 TB 2-6 12" 6" 4 g g g g g g E E ; ~ ; ; ; ; ; ; ; ; -Iii I i!s i!s i!s i!s i!s i!s § § -i i i i i i i i -------- TB 2-7 TB 2-8 TB 2-9 TB TB 2-10 3-6 12" 12" 24" 5 E E E E E E I I ; 8g g g ; ; ; ; ; ; ; ; ; ; -g; ~ i i i i i _i i i i i i i i i i i i i i i i -- ---------1. " 1. ~ ~ TB 3-7 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" 6 ©- I I I ; ; ; i ij i i i i --- I I ' ' i J I --i i ---- " ~ TB 4-7 TB 4-8 f I ' ' 0 i J ; --i i ---- TB 4-9 TB @ 12" 7 i i ! -'i i:: i I -- f i -'i ; i -- 24" 6" 8 9 10 • • U) t-----+-t----1 5 N llO r-- 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. ..i-~ a...,.._ ______________________________________________________________________________________________________________ ,.__ /r--.., 0 st 0 ,.N --, . 0 DO a::~ 0. a. /a, :z VJ G RECORD DRAWING 03 07 SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE 08 05 A WEATHER STATION REMOVAL 03 05 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 s I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§lf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION PLC PANEL LAYOUT (INTERIOR) PROJECT NO. 5-52 DRAWING NO. NE111A ~ 100 OF 103 0 ..., ., .0 e '-0 +' ~ .c a:: w Vl :::, A - B - C - D - E - F /G\ ,F\ ,A\ MARK 1 I 2 I 3 I 4 I 5 I 6 I 7 I BILL OF MATERIALS ITEM QTY DESCRIPTION MANUFACTURER PART NUMBER 1 1 ENCLOSURE 84" x 118" x 24", NEMA 12 WITH 3 POINT LATCH SYSTEM AND HOFFMAN A-84XM3EW24FTCLP /F\ LIFTING HOOKS 2 2 ENCLOSURE BACK PLANE 72" x 54" /\ HOFFMAN CUSTOM 3 2 ENCLOSURE SIDE PLANE 72" x 24" /r \ HOFFMAN CUSTOM 4 2 FLUORESCENT FIXTURE, MOUNTED AT TOP OF THE ENCLOSURE k'\ HOFFMAN A-LF16D18 p,_ 5 1 ~ SINGLE POLE BOX MOUNTED LIGHT SWITCH WITH ENCLOSURE /\ HUBBELL HBL1201I 6 5 RACK 10 SLOT Lt:...:'--. MODICON A 140 XBP 010 00 7 5 POWER SUPPLY MODICON /F\ 140 CPS 114 20 8 3 REMOTE 1/0 MODULE MODICON 10 CRA 931 00 9 8 I\ DIGITAL INPUT CARD MODICON 140 DAI 540 00 10 13 ~ CABLE FAST TERMINAL BLOCK FOR DIGITAL OUTPUT AND INPUT CARD MODICON 5 (EA) 140 CFG 016 00, 8 (EA) 140 CFA 040 00 11 AS NEEDED CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR MODICON 140 XTS 012 xx £ A WITH AT LEAST 6" SLACK 12 8 L'........:, DIGITAL OUTPUT CARD, 3xDRC, 5xDAO MODICON 140 DRC 830 00, 140 DAO 842-10 13 AS NEEDED CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR MODICON 140 XTS 102 xx A WITH AT LEAST 6" SLACK A 14 3 -ANALOG INPUT CARD MODICON 140 AVI 030 00 L.:....__> 15 3 CABLE FAST TERMINAL BLOCK FOR ANALOG INPUT CARD MODICON 140 CFH 008 00 16 AS NEEDED CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR MODICON 140 XTS 012 xx /\.. WITH AT LEAST 6" SLACK 17 5 L'........:, ANALOG OUTPUT CARD MODICON 140 ACO 020 00 18 5 CABLE FAST TERMINAL BLOCK FOR ANALOG OUTPUT CARD MODICON 140 CFJ 004 00 19 AS NEEDED CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR MODICON 140 XTS 012 xx A WITH AT LEAST 6" SLACK 20 3 L'........:, REMOTE 10 TAP MODICON MA-0185-100 A 21 2 REMOTE 10 TAP TRUNK TERMINATOR MODICON 52-0422-000 /F\ 22 AS NEEDED CABLE FAST TERMINAL BLOCK FUSES, AS NEEDED FOR ALL MODULED IN THE RACK MODICON 14 CFU 040 00 23 AS NEEDED CABLE FAST TERMINAL BLOCK JUMPER, AS NEEDED FOR ALL MODULED IN THE RACK MODICON 140 CFX 002 10 24 1 MODBUS PLUS BRIDGE / MUX MODICON NW-BM85-000 25 1 CSU /DSU MODEM BLACK BOX I\ MT132A-R2 26 25 120 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 ALLEN BRADLEY ~ EXAMPLE: 20A TRIP = 1492-1 G200 27 2 HUBBLE (2) 2-POLE, 3 WIRE GROUNDING DUPLEX RECEPTICAL WITH SURGE SUPPRESSON, HUBBLE/APPLETON HBL8262S MOUNTED IN 4" SQUARE BOX WITH APPELTON #8371N 1/2" RAISED COVER OR EQUAL. FOR UTILITY POWER AND UPS POWER 28 1 COPPER GROUND BAR, 1/4" * 1" * 12" SIZE WITH WIRING HOLES WITH SCREWS 29 1 /\.. ISOLATED COPPER GROUND BAR, 1/4" * 1" * 12" SIZE WITH WIRING HOLES WITH SCREWS 30 10:' \ FUSED TERMINAL BLOCKS WITH BLOWN FUSE INDICATOR, 120 VAC PHOENIX CONTACT UK5-HESILA250 31 175 NON FUSED TERMINAL BLOCKS PHOENIX CONTACT UK 2.5 N 32 AS NEEDED P,. GROUND TERMINAL BLOCKS PHOENIX CONTACT USLKG2.5N 33 20 L.:........:,. END COVERS PHOENIX CONTACT D-UK 2.5 34 20 END HOLDER PHOENIX CONTACT E.UK1 #1201413 35 AS NEEDED /\.. FUSED TERMINAL BLOCKS WITH BLOWN FUSE INDICATOR, 24 VDC PHOENIX CONTACT UK5-HESILED24 36 AS NEEDED ~ WIRE WAY 1'' W * 4" H, GRAY PANDUIT G1 X4LG6 37 AS NEEDED WIRE WAY 1" W * 4" H, GRAY, COVER PANDUIT C1LG6 38 AS NEEDED WIRE WAY 3" W * 4" H, GRAY PANDUIT G3X4LG6 39 AS NEEDED WIRE WAY 3" W * 4" H, GRAY, COVER PANDUIT C3LG6 40 AS NEEDED WIRE WAY 2" W * 1" H, GRAY PANDUIT G2X1LG6 41 AS NEEDED WIRE WAY 2" W * 1" H, GRAY, COVER PANDUIT C2LG6 42 AS NEEDED WIRE WAY 2" W * 4" H, GRAY PANDUIT G2X4LG6 43 AS NEEDED WIRE WAY 2" W * 4" H, GRAY, COVER PANDUIT C2LG6 44 AS NEEDED DIN MOUNTING RAIL PANDUIT 45 2 24VDC POWER SUPPL Y,REDUNDANT POWER SUPPLY, 120V INPUT, 24VDC OUTPUT 5A @ 60 SOLA SDN 5-24-100P ~ DEG. CENTRIGADE. WITH FAIL DRY CONTACTS RATED FOR 2A @120VAC A . 46 20 INTERPOSING RELAYS /F\ 47 10 MB+ TAP MODICON 990NAD23000 48 10 /\.. MB+ DROP CABLE MODICON 990NAD21110 49 2 L'.......:',. REMOTE 1/0 F CONNECTOR 10 PACK /\.. MODICON MA-0329-001 50 1 MODEM SPLITTER L'.......:',. BLACK BOX TL073A-R2 /\ 51 I\ 12 INTRINSICALLY SAFE RELAYS /r \ 52 L'.......:',. 1 TRANSIENT VOLTAGE SUPRESSOR lb 53 2 CURRENT TO CURRENT MOORE SCT 54 1 N-TRON SWITCH N-TRON 900B-N WITH N VIEW OPC FIRMWARE 904 FX-ST WITH 4-100 BASE FIBER 908TX 8 10/100 UTP PORTS 55 2 RIO COMM DROP, SINGLE DROP MODICON 140CRP-931-00(RIO) ~ 56 2 MB + COMM, 1 CHANNEL MODICON 140NOM-211-00(MB+) 57 1 HOT STANDBY KIT, WITH FIBER CONNECTION MODICON 140CHS-210-00 (HSBY) 58 2 MB ETHERNET, TCP /IP MODBUS ETHERNET COMMUNICATION MODICON 140NOE771-11-00(NOE) 59 2 MODICON QUANTUM CONTROLLER MODICON 140CPU-534-014A( CPU) 60 3 INTRINSICALLY SAFE CONTROLLER WARRICK SERIES 17 NOTES: £ 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. DESIGNED BY· Rosu, Cezar -04/28/04 ~ ,ANl1A~ ~ESSI~ DRAWN BY: Robledo, Hector -04/28/04 ~ ~c:.,,._1,.t.R Ro.r6-~ Ii ~ "i ORANGE COUNTY "' -CHECKED BY: Brown, Ernie -04/28/04 L§lf LEE&RO. Inc. ,c • I \~f-RECORD DRAWING 03/07 ~ ~o.E14544 -~ e, <~ \ 08 '05 LINE IS 2 INCHES """· SANITATION DISTRICT SINGLE LINE DIAGRAM AND CONTROL DIAGRAM UPGRADE I .. .. I ~ Eilp. 08/YJ/rA .. ~~~o WEATHER STATION REMOVAL 03 '05 AT FULL SIZE 'tf-"!tcTR 1t.~"~'°" DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) OF' CAI.I~ JI£ ' - I I I I I 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. REHABILITATION OF PROJECT NO. "A" STREET PUMP STATION 5-52 DRAWING NO. PLC PANEL NE111 B BILL OF MATERIALS 101 OF 103 I I 0 ""O ., -" e .. 0 .... u ., ..c: ii! w (/) :::i 0, ~ ""O ci N w z I N U1 I ,. .. 1ii C ·-I}:'. / Cl ~ ID 'uj D 0 C) a. I EN 0 U1 ;;,Ji .... A B C D E ·5 .. ID~ F IW 1/J I}:'. <(X / .... ., ~ u:i E <( ~ U1 lo ~EF. 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 ° 55EFCP560 ° a a a 0 0 0 0 0 EXTERIOR CABINET PANEL LCP A SCALE: NONE NAMEPLATE SCHEDULE TAG NO. DESCRIPTION TAG QTY 55EYL560N CLEANING PANEL ACTIVATED 0 1 55EYL560A READY TO CLEAN 55EFI075A FORCEMAIN FLOW 55ELI034D WET WELL LEVEL 0 1 0 - 55EFl555A RECYCLE FLOW 0 1 55EZl556 VALVE POSITION ® 3 55ESl1 OOA PUMP SPEED 55EHS556G RECYCLE VALVE OPEN 55EHS100L PUMP SPEED UP 0 5 0 5 55EHS556E RECYCLE VALVE CLOSE ® 7 55EHS100M PUMP SPEED DOWN ® 1 55EYL560K PREPARED TO CLEAN 55EYL560L STARTED CLEAN CYCLE 55EYL560M ENDED CYCLE @ 1 @ 1 55EHS560K PREPARE TO CLEAN @ 18 55EHS560L START CLEAN CYCLE 55EHS560M END CYCLE 55EFCP560 PANEL NAME PLATE 4 5 6 l0 55EFCP56Qol 0 0 NP-1 CJ CJ NP-2 0 0 NP-3c:J c:JNP-4 c:J NP-5 D D a ":st-NP-6 c:J NP-7 c:J 0 0 N D D a NP-8 c:J NP-9 c:J (Q) NP-10 c:J c:J NP-11 (Q) (Q) NP-12 c:J c:JNP-13 c:J NP-14 0 0 NP-15 c:J c:JNP-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 PART# NEMA 4X 316 SS ENCLOSURE RECESS MOUNT HOFFMAN (CUSTOM) CFM24248SS316 BACKPLATE HOFFMAN CP2424 --- SWING OUT PANEL HOFFMAN CSP2424 DOOR ACTIVATED SWITCH FOR DOOR OPEN ALARM -- PUSH-TO-START PILOT LIGHT ALLEN BRADLEY 800H-QRTH1 OG INDICATOR (DIGITAL DISPLAY) KESSLER-ELLIS PMT-555.010 PUSH BUTTON ALLEN BRADLEY 800H-AR2A LATCH WITH PAD LOCK HANDLE HOFFMAN CWHPTO 60 MINUTE SPRING WOUND WALL SWITCH TIMER SMARTHOME 4267W ENGRAVED NAMEPLATE TELSTAR CUSTOM NAMEPLATE TELSTAR CUSTOM @ @ TAG QTY @ 1 e 1 @ - @ - @ 52 @ 8 @ 1 @) 3 @ 6 @ 1 @ 6 @ 1 @ - 7 8 9 10 =o T ~ ~ GENERAL NOTES: 0 1 . INTERIOR FLUORESCENT LIGHT SHALL BE 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 6 FINISH. 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 PANDUIT G2X2LG5 WIRE WAY COVER PANDUIT 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-- o ..... ~--------------------------------------------------------------------------------------------------------------+-/r--"'0 vo ,..N -, -0 IX) [}:'.- a. a. /a, :z (/) 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§llf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF "A" STREET PUMP STATION LCP-A RECYCLE PANEL DIAGRAM PROJECT NO. 5-52 DRAWING NO. NE120 102 OF 103 A - B - C - 0 ""O ., -" D e -.. 0 .... u ., ..c: ii! w (/) :::i "' E ~ ""O ci r<) w z I N U1 I ,. .. - 1ii C ·-0::: ~o .... (I) ·en o OC., a. I EN 0 U1 ~Ji ~U'J F I l:J 1/J 0::: ;5-x .... ., ~ u:i E <r.{:. I ';) 1 I 2 I 3 I 4 I 5 I 6 I 7 ~.-'-I o~l----~~ ___ _[_o------'----1 I I l55EFCP023I 0 0 13 -~ I I NP-1 ~ I I NP-2 ~ I I NP-3 I I I _ ____L__ 6 f--a 5 I I NP-4 a 3 I I NP-5 a -4 v-0 I/ I I I I '- NP-6 NP-7 a D a I I I I I I 1 1 NP-8 NP-9 NP-10 0 0 I I lol ol EXTERIOR INTERIOR CONTROL PANEL DETAIL ITEM 0 0 0 0 0 0 0 0 G LIST OF MATERIAL DESCRIPTION ENCLOSURE, NEMA 12 20"x24"x 1 O", PADLOCKABLE, DATA POCKET, 316SS HARDWARE BACK PANEL, 17"x21" PUSHBUTTON SENSOR RELAYS INDICATION LIGHT 120/24VAC 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 E1003 NAME PLATE SCHEDULE REF. NO. TAG NO. FIRST LINE NP-1 55DHS020B HOA SUMP PUMP 1 NP-2 55DYL019J SUMP PUMPS SEQ. SELECTOR NP-3 55DHS025B HOA SUMP PUMP 2 NP-4 55DYL020 SUMP PUMP 1 ON NP-5 55DYL025 SUMP PUMP 2 ON NP-6 55DTAH022 PUMP 1 WINDING TEMP HIGH NP-7 55DTAH027 PUMP 2 WINDING TEMP HIGH NP-8 55DMAH021 PUMP 1 SEAL MOISTURE HIGH NP-9 55DHS029H TROUBLE RESET NP-10 55DMAH026 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/115V 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-- I-- I-- I-- 1-- 0 s1--5\..._-,r--,----------------i-"i""-,----"'.'."""-~-~""""'.'"'""""'.'"'--r------r----------------"'T"'--__ =-,,..--------------------,-------------------------------L r<io DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/~1_ ~ ~AN/r~ REHABILITATION OF PROJECT NO. 2-'~ DRAWN BY: Robledo, Hector-04/28/04 ~..,.._,.~R 10J'.:::-t)~ §t(;/7~ 1 1 \ ""fr.\"eeoi.f. ORANGE COUNTY "A" STREET PUMP STATION 5-52 ~ ~ CHECKED BY: Brown, Ernie-04/28/04 _l;f No.£1454-4 \~ I.Er , a. a. . DRAWING NO. :: & RECORD oa,w1No "'°' 1 • ":~,~~,':';:' • 1 '.".,/:;:'fi/ LEE&RO. Inc. ~ ~?· SANITATION DISTRICT ~ <r. MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) , 00 l SUMP PUMP PANEL LAYOUT NE130 103 OF 103 I I I I I 1 I