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HomeMy WebLinkAboutDWG 457-5B; 5009B; MAERKLE PUMP STATION UPGRADE; 01-10• - ,.._ I VICINITY MAP PROJECT .~~ANN(~~ ~r----',,.--._,.,.,_. .... L--YI-SINITY ~f' ~ Flo '1 1 ~~~I' '3 ..-+=-'--..--// k'r co -i \ ,.J ' ' I ,f L_r ....... CARLSBAD AVE LOCATION MAP 78 (ljjl\lDGE OR ~ ti olPPLEWOO LANE~ ,,. ~ PROJECT ✓ l ;~ ~t. LOCATION CR£.sr >\<o <1'9-: CJ I; ~ i, ~ ol \ " i 'i PALOMAR AIRPORT RD I , __ I ' I ' ' ~· I ' ' ,-· I I cor~STRUCTION PLANS FOR (PROJECT No.5009-B) DRAWING INDEX DWG. No. SHEET No. DESCRIPTION G-1 1 TITLE SHEET G-2 2 CONSTRUCTION NOTES G-3 3 LEGENDS, SYMBOLS, AND ABBREVIATIONS C-1 4 GENERAL SITE PLAN C-2 5 UPPER ACCESS GATE PLAN, PROFILE, AND DETAILS .C-3 6 LOWER ACCESS GATE PLAN AND PROFILE CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA E-1 E-2 E-3 E-4 7 8 9 10 ELECTRICAL SYMBOLS AND ABBREVIATIONS SINGLE LINE DIAGRAM AND MCC ELEVATION PUMP STATION BUILDING POWER PLAN PUMP CONTROL DIAGRAMS BOARD OF DIRECTORS CLAUDE A. 'BUD" LEWIS-PRESIDENT MA TT HALL -VICE PRESIDENT ANN J. KULCHIN-DIRECTOR MARK PACKARD-DIRECTOR KEITH BLACKBURN-DIRECTOR USA HILDABRAND CITY MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR FEBRUARY 2009 VERIFY SCALES KQIBGER •DECLARATION OF RESPONSIBLE CHARGE" I HEREBY D[CLARE THAT I AM TH£ £NGJN££R OF WORK FOR THIS PROJfCT, THAT I HA VE £X£RCISED RESPONSIBLE CHARGE OV£R 11-/E DESIGN OF 11-/E PROJfCT AS DffiN[D IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TH[ D£S1GN IS CONSIS1ENT WITH CURRENT STANDARDS. I LJND[RSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/RCA T/ONS BY TH£ CITY OF CARLSBAD DOES NOT RELJEV£ IIE AS £NG/NEER OF WORK, OF 1,/Y RESPONSJBILIT/ES FOR PROJECT D£S/GN. F7RM: KRIEG[R 8t. ST£WART, INCORPORATED ADDRESS: .3602 UNIVERSITY A VENUE CITY, ST.: RIV£RSIDE, CALIFORNIA ~~~•,....:.~~~-=::__ ___ DA Tf: 2. -J l. • O, (JOSH P. MACPEEK) R.C.£. NO.:-'fi=2==22cc.O_. ________ _ R£GISTRA 170N £XPJRA T/ON DA TE: 06-.30-09 G-1 "AS BUil T" I P,E. ___ EXP.___ DATE REVIEWED BY: INSPECTOR DA TE rSHECTJ I CARLSBAD MUNICIPAL I I SH1EOETS I 1----1-------+------------+---+--+--------,f------1 l_!__J. WATER DISTRICT . l-----+----+---------------+----+------+--------4 t----+----+-------------+----+---t--+----i IMPROVEMENT PLANS FOR MAERKLE PUMP STATION UPGRADE 1TTLE SHEET ORIGINAL DRAWING ~ ,;:. ~TEWART APPROVED_: YIILLIAM~EPLUMMER ~ 48 hours BEFORE excavalion BAR 1s ONE INCH ON ~\.\\ISH ~ t 1-(800)422-4133 ~ 11o. 611211 E '" c O "• 0 "'' t O &J'L?LA-/.~ ~ . nv, '2-23-l'10 i O 1• r-.9-JHIIJ >---1-----+-----------------+---+----+----+-----1 DEPUTY CJTYENGlffRPE 28176 EXP. 03-31-10 DATE~ -CAl.l. U d d Se • Al rt ...,, .1e02 Univwaify "-· • Riv..-.ide. CA. •2501 • 151-884-e9oo cs_' • n ertroun rv1ce e • IF NOT ONE INCH ON c,v11. DATE iNmAL DATE tNmAL DATE INmAL OWN BY: WGHJGs PROJECT NO. I DRAl'i1NG No. l!: THIS SHEET, ADJUST ,-PPROVED BY ""'"""-.LL~~~-=----CHKD BY: ~~ 5009 8 457 58 ~ L-------------!!!!!!!!'!!"!!'!'!!!!!!!!!!!!!!!!!!!!!'"""'"""'~===--=-·=--=--=· ====::==;;;.... ....... ...;;.. __ .....,; ________ .. 11!1! __ !!!!!!!!!!!'!"',-"'='=·--=~~,'!::· -'!'!,=•-==·;. --~~;~~~~E~S~A~CC;O~RDilN~G~LY~:::::::=:::;::::==RE;G~IST;E;RE;D;E:NG;IN;EE;R;N;o.;';Z?.;'Z.;O;;;;D;A~TE;Z.;;-1;2.;;;-0~'\~EN~Gl~NEER~:;::;OF;WO~R;K~~~=RE=Vl=S=l=ON=D=E=S:;:CR;l;;P;Tl;O;N;;;;;;;;;;;;oTHE;;R;/oP;PR;O;VA;L;;C~ITY~APPR;.;:~~A~~.~. ~R;WID;-~ .. ;B.;Y:~S';;~~~===::::~~-;_;._; ___ ;_;_;;;;;;;;;;;J I t . t~ ~: . ,,, t . ' • ' ' GENERAL CONSTRUCTION NOTES 1. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 2. :3 . ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 5. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE ENGINEER TO 00 SO. 6. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 4:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAIL.ABLE AT THE ENGINEERING DEPARTMENT COUNTER,) 7. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 6. NO BLASTING SHALL BE COMMENCED WITHOUT A ENGINEER APPROVED BLASTING PROGRAM AND PERMIT. 9. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION 1S CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILl'TY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 11. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILl'TY COMPANIES {SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CITY OF CARLSBAD (STREETS, STORM DRAIN, AND SEWER) CMWD (WATER AND RECLAIMED WATER) DANIELS CABLEVISION 1-800-422-4133 760 438-6200 760 489-3441 760 438-5241 760 434-2980 760 438-2722 760 438-5241 12. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 13. CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE COPY OF THE ORIGINAL CONSTRUCTION DRAWINGS, REVISED DAILY TO REFLECT CURRENT AS-BUILT CONDITIONS (REVISIONS VIA RED PENCIL). THE AS-BUILT DRAWINGS SHALL BE AVAILABLE TO THE CITY OR ENGINEER AT ALL TIMES AND SHALL BE PRESENTED TO THE Cl'TY AT THE CONCLUSION OF THE ENTIRE PROJECT. 14. CONTRACTOR SHALL PROTECT EXISTING FACILITIES IN PLACE AND NOT INTERRUPT EXISTING FACILITIES OPERATION. EXISTING FACILITIES SHALL REMAIN OPERATIONAL AT ALL TIMES EXCEPT FOR SHUT -DOWNS AS REFERENCED IN SEQUENCE OF WORK. ANY FACILITIES DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AS APPROVED BY OWNER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROJECT SITE SECURl'TY, AS INSTRUCTED BY THE DISTRICT. PROJECT SITE SHALL REMAIN SECURED AT ALL TIMES. 16. EQUIPMENT AND MATERIALS, INCLUDING PIPING, VALVES, FITTINGS, DRAINS, PIPE SUPPORTS, ETC., ARE SHOWN ON THE DRAWINGS BY SYMBOLS HEREON. SIZE IS SHOWN AS STANDAIRD CALL OUT WITH SIZE AND PIPE DUTY. MATERIAL OESCRIPTiON LISTS WHERE PROVIDED ARE FOR CLARITY AND SPECIAL ITEMS. NOT ALL EQUIPMENT, PIPING, VALVES, AND FITTINGS ARE INCLUDED IN MATERIAL DESCRIPTION LISTS. CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS BY SYMBOL AND PER MATERIAL DESCRIPTION LISTS AND ANY MINOR PIPE FITTINGS, ADAPTERS, AND APPURTENANCES NECESSARY TO PROVIDE COMPLETE OPERABLE SYSTEMS. 17. ASTERISK (•) DENOTES A DIMENSION DEPENDENT UPON ACTUAL EQUIPMENT FURNISHED OR EXISTING EQUIPMENT AS INSTALLED. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS WITH ACTUAL FABRICATED EQUIPMENT DELIVERED TO PROJECT OR AS-BUILT CONDITIONS. CONTRACTOR SHALL ALLOW FOR ADJUSTMENTS TO CONNECTIONS TO EQUIPMENT DUE TO FABRICATION TOLERANCES AND INSTALLATION TOLERANCES. 18. CONTRACTOR SHALL FIELD VERIFY ALL DRAWING DIMENSIONS AND THOSE TAKEN FROM RECORD DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE AND CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE DRAWINGS WITH RELATED REQUIREMENTS ON THE CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AND EQUIPMENT SHOP DRAWINGS. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS AND OTHER CIVIL, MECHANICAL, OR ELECTRICAL REQUIREMENTS MUST BE COORDINATED BEFORE CONTRACTOR PROCEEDS WITH CONSTRUCTION. ~ 48 hours BEFORE excavation ~ 00 '"~om•d s.;, Alo< ~ 1-(800)422-4133 CONSTRUCTION NOTES 19. IN ND CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS. 20. THE PRECISE DIMENSIONS AND LOCATIONS OF ALL OPENINGS SHALL BE DETERMINED FROM STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, OR SIMILAR REQUIREMENTS FOR THE ACTUAL EQUIPMENT BEING FURNISHED. SHOP DRAWINGS WITH ADEQUATE ACCURATE DIMENSIONS 1.tUST BE SUBMITTED AND REVIEWED PRIOR TO CONTRACTOR CONSTRUCTING FACILITIES INCLUDING CONCRETE, WALL, CONNECTING DUCTS OR ELECTRICAL, THAT ARE AFFECTED BY SAID EQUIPMENT. 21. CONTRACTOR SHALL CLEAN INSIDE OF ALL NEW DUCT WORK PRIOR TO RUNNING ANY VENTILATION FANS, INCLUDING THE SCRUBBER BLOWERS. 22. CONTRACTOR SHALL PROVIDE HIS OWN SANITARY AND OFFICE FACILITIES INCLUDING TELEPHONE ANO TEMPORARY POWER. 23. ALL MACHINE BOLTS, NUTS, SCREWS, WASHERS, EXPANSION ANCHORS, ANCHOR BOLTS, DEFERRED BOLTING DEVICES, AND FASTENERS SHALL BE 316 STAINLESS STEEL, UNLESS NOTED OTHERWISE. GRADING AND SITE WORK NOTES 1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS. RELATIVE COMPACTION OF 95% SHALL MEAN SOIL COMPACTED TO A DRY DENSl'TY EXCEEDING 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D 1557. 2. EXCAVATED NATIVE SOILS MATERIAL MAY BE UTILIZED FOR SELECTED FILL MATERIAL, PROVIDED THESE MATERIALS ARE FREE OF VEGITATIVE MATTER AND OTHER DELETERIOUS SUBSTANCES, AND SHALL NOT CONTAIN ROCKS OR IRREDUCIBLIE MATERIALS WITH A MAXIMUM DIMENSION GREATER THAN 6". 3. CONTRACTOR SHALL IMPORT SUFFICIENT QUANTITIES OF SELECTED FILL MATERIAL TO ACHIEVE THE SPECIFIED FINISHED GRADES AND MINIMUM RELATIVE COMPACTION. 4. IMPORTED SELECT FILL MATERIAL SHALL BE NON-EXPANSIVE, SANDY GRANULAR SOILS (SM/SW) WITH EXPANSIVE INDEX LESS THAN 21 AND SHALL BE CLEAN, FREE OF VEGETATION, ROOTS, DEBRIS, DELffiRIOUS MATTER AND ROCK GREATER THAN 6" DIAMETER. IMPORTED SELECT Fill MATERIAL SHALL BE APPROVED BY OWNER. 5. THE FINAL SURFACES SHALL BE WHEEL ROLLED TO A SMOOTH, WELL COMPACTED SURFACE AT BOTH SUBGRADE AND AT FINISHED GRADE. 6. THE SOILS UNDER CONCRETE SLABS ON GRADE SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%. ' 7. AC PAVEMENT SHALL BE REMOVED AND INSTALLED AS SHOWN ON THE DRAWINGS. EXISTING PAVING SHALL BE REMOVED AND NEW PAVING SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 02500. FINISHED GRADE SHALL MATCH EXISTING GRADES UNLESS SHOWN OTHERWISE. PAVING SHALL CONSIST OF MINIMUM OF 4" OF ASPHALT CONCRETE PAVEMENT, PLACED OVER 6" OF CLASS II AGGREGATE BASE COMPACTED TO A MINIMUM 95% COMPACTION. UPPER 12" OF SUBGRADE BENEATH AGGREGATE BASE SHALL BE COMPACTED TO MINIMUM 95% COMPACTION. ALL EXPOSED EDGES SHALL BE PLACED AGAINST 2" X 4" REDWOOD HEADERS. PAVEMENT SHALL COMPLY WITH SPECIFICATION SECTION 02550. THE FIRST LIFT SHALL BE B-PG-64-10. THE SECOND UFT SHALL BE C2-PG-6410. 8. OWNER SHALL APPROVE PREPARATION OF ALL NATURAL GROUND SURFACES PRIOR TO PLACEMENT OF FILL ON THAT SURFACE. 9. CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, AND TEMPORARY DRAINAGE CONTROL UNTIL PROJECT COMPLIETION. 10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL ROCKS OR BOULDERS GREATER THAN 6" THAT ARE ENCOUNTERED ON-SITE. CONCRETE CONSTRUCTION NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTIONS 03100, 03200, 03300, AND NOTES HEREON. UNLESS NOTEO OTHERWISE, ALL CONCRETE INCLUDING SLABS, WALLS, AND VAULTS AND THEIR FOUNDATIONS SHALL BE PLACED ON EARTH COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95% AT A DEPTH OF 12" MINIMUM. ALL CONCRETE SHALL BE CLASS "A" CONCRETE UNLESS INDICATED OTHERWISE ON DRAWINGS. FOR ALL CONCRETE USE 'TYPE II PORTLAND CEMENT. 2. FORMWORK, CURING, AND BACKFILL 3. ALL CURING SHALL BE IN ACCORDANCE WITH SECTION 3.D9 OF SPECIFICATION 03300. A. FOUNDATIONS CURE PER SPECIFICATIONS. MINIMUM TIME TO STRIP FORMS AND BEGIN BACKFILLING AGAINST FOUNDATION IS 72 HOURS FROM COMPLIETION OF PLACEMENT. MINIMUM CURE TIME PRIOR TO PLACING MASONRY WALLS IS 14 DAYS. B. WALLS CURE PER SPECIFICATIONS. FORMS SHALL REMAIN IN PLACE UNTIL A MINIMUM OF 5 DAYS AND 70% OF DESIGN STRENGTH ARE REACHED. BACKFILLING AGAINST WALLS MAY COMMENCE AFTER 14 DAYS AND 75% OF DESIGN STRENGTH ARE REACHED. TEST CYLINDERS SHALL BE CURED IN FIELD. , C. , EQUIPMENT PADS EQUIPMENT PADS SHALL CURE FOR A MINIMUM OF 8 HOURS PRIOR TO SffilNG EQUIPMENT. CONCRETE FINISHING A. GRADE SLABS AND FLOOR SLABS SHALL RECEIVE A CLASS "2" FINISH WITH A LIGHT BROOM AFTER TROWELING AS APPROVED BY DISTRICT. B. ALL EXPOSED EXTERIOR/INTERIOR FORMED CONCRETE SHALL RECEIVE AN ARCHITECTURAL FINISH PER BASIC CONCRETE SPECIFICATIONS. C. REFER TO SECTION 3.07 OF THE BASIC CONCRETE SPECIFICATIONS FOR SURFACE FINISHES OF ITEMS NOT MENTIONED ABOVE. 4. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE APPROVED BY THE CITY. VERIFY SCALES 5. WHERE NEW CONCRETE IS TO BE CAST AGAINST EXISTING CONCRETE, SURFACES OF OLD CONCRETE SHALL BE ROUGHENED BY MECHANICAL MEANS TO PROVIDE AN AGGREGATE-FRACTURED SURFACE WITH A 1/4" (MIN.) PROFILE AND CLEANED OF ALL LOOSE CONCRETE AND DUST. THE REMAINING SURFACE SHALL BE SATIJRATED IN ADVANCE OF CONCRETE PLACEMENT BUT BE FREE OF STANDING WATER. A BONDING AGENT, SIKA ARMATEC 110 OR EQUAL, SHALL BE APPLIED TO THE INTERFACE BETWEEN OLD AND NEW CONCRETE JUST PRIOR TO CONCRETE PLACEMENT. 6. REPAIR OF HOLES ANO CAVITIES IN EXISTING CONCRETE DUE TO REMOVAL OF EXISTING FACILITIES OR INSTALLATION OF NEW FACILITIES SHALL BE AS FOLLOWS: A. REMAINING CONCRETE SURFACE SHALL BE PREPARED AS SPECIFIED IN NOTE 5 HEREON. B. A BONDING AGENT SHALL BE APPLIED TO ALL CONCRETE AND METAL SURFACES TO RECEIVE REPAIR MORTAR OR CONCRETE. BONDING AGENT SHALL BE SIKA ARMATEC 110, OR EQUAL. C. HOLES AND CAVITIES SHALL BE FILLED WITH SIKA MONOTOP 611 MORTAR, OR EQUAL. FOR HOLIES OR CAVITIES GREATER THAN 3" IN DEPTH, 3/8" COARSE AGGREGATE SHALL BE ADDED TO THE MORTAIR TO CREATE A REPAIR CONCRETE. VERTICAL SURFACES SHALL BE FORMED. D. BONDING AGENT AND REPAIR MORTAR/CONCRETE SHALL BE MIXED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 7. TIE HOLES AND CONCRETE HOLES SHALL BE FILLED OR REPAIRED PER BASIC CONCRETE SPECIFICATIONS DEMOLITION 1. CONSTRUCTION DRAWINGS SPECIFY THE REMOVAL OF VARIOUS FACILITIES, INCLUDING EQUIPMENT AND MATERIAL ITEMS AND STRUCTURES. CALLOUTS FOR EQUIPMENT AND MATERIAL REMOVAL MAY NOT LIST ALL COMPONENTS ASSOCIATED WITH A PARTICULAR FACILITY. CONTRACTOR SHALL REMOVE ALL COMPONENTS AND APPURTENANCES ASSOCIATED WITH ANY FACILITY SPECIFIED FOR REMOVAL. INCLUDING, BUT NOT LIMITED TO, STRUCTURE, CONCRETE, STEEL, PIPE, CONDUITS, ANCHOR BOLTS, STANCHIONS, SUPPORT BASES, JUNCTION BOXES, AND ELECTRICAL CONDUIT AND CONDUCTORS. 2. UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT AND CONDUCTORS ASSOCIATED WITH A FACILl'TY OR EQUIPMENT ITEM SPECIFIED FOR REMOVAL SHALL BE DISCONNECTED AND OE-ENERGIZED FROM THE POWER SOURCE AND THEN DISMANTLED AND REMOVED. EXPOSED CONDUIT SPECIFIED TO BE ABANDONED AND EXTENDING BELOW GRADE SHALL , BE CUT AND CAPPED AT 5"± ABOVE FINISHED GRADE OR FLOOR SLAB. 3. UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS REMOVED SHALL BE CONSIDERED WASTE AND SHALL BE DISPOSED OF BY THE CONTRACTOR. ELECTRICAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL EQUIPMENT IN LOCATIONS THAT WILL CAUSE MINIMAL INTERFERENCE WITH THE MAINTENANCE AND REMOVAL OF MECHANICAL EQUIPMENT. CONDUITS AND CONNECTIONS ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL RUN CONDUIT IN NEAT MANNER PARALLEL OR PERPENDICULAR TO WALLS AND SLABS, ANO WHEREVER POSSIBLE, INSTALL TOGETHER IN PARALLEL RUNS SUPPORTED WITH UNISTRUT TYPE SUPPORT SYSTEM. 2. GROUNDING SHALL BE AS SHOWN ON THE DRAWINGS ANO IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, LATEST EDITION. 3. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONDUCTORS 250 MCM OR SMALLER SHALL BE STRANDED COPPER WITH 75' C THWN INSULATION AND MINIMUM CONDUCTOR SIZE SHALL BE I 12 AWG. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONDUCTORS LARGER THAN 250 MCM SHALL BE STRANDED COPPER WITH 75' C XHHW INSULATION. 4. ALL CONDULET CAST DEVICE BOXES AND JUNCTION BOXES SHALL BE ADEQUATELY SIZED FDR REQUIRED CIRCUITRY. EXCEPT AS NOTED HEREINAFTER, ALL BOXES SHALL BE SUPPORTED WITH UNISTRUT SUPPORTS. SURFACE MOUNTING TO WALLS SHALL BE PROVIDED BY EXPANSION ANCHORS. 5. BOXES SHALL BE MANUFACTURED BY CROUSE-HINDS COMPANY, APPLETON COMPANY, OR EQUAL. HOWEVER, ALL BOXES SHALL BE FURNISHED BY A SINGLE MANUFACTURER. 6. CONTRACTOR SHALL USE STAINLESS STEEL EXPANSION ANCHORS (WEDGE OR SLEEVE TYPE) FOR MOUNTING ELECTRICAL CONDUIT, BOXES, AND EQUIPMENT. NO TYPE OF EXPLOSIVE ANCHOR WILL BE PERMITTED. 7. UNLESS NOTED OTHERWISE, BURIED CONDUIT SHALL BE INSTALLED WITH A MINIMUM OF 30" COVER. !!. UNDERGROUND CONDUIT SHALL BE MINIMUM 3/4" DIA., RIGID SCH. 40 PVC. WHERE CONDUIT IS STUBBED UP ABOVE GRADE, TRANSITION BETWEEN PVC AND PVC COATED STEEL CONDUIT SHALL BE AT HORIZONTAL LEG OF BURIED CONDUIT BEND. 9. WHERE CAST IN CONCRETE OR STUBBED UP ABOVE GRADE, CONDUIT SHALL BE MINIMUM 3/4" DIA. RIGID STEEL SCH. 40, HOT DIPPED GALVANIZED (HOG) AND PVC COATED. 10. EXPOSED CONDUITS OUT OF DOORS SHALL BE MINIMUM 3/4" DIA. RIGID STEEL, SCH. 40, HDG. EXPOSED CONDUITS IN-DOORS SHALL BE MINIMUM 3/ 4" SCH. 40, HDG. EXPOSED CONDUITS SHALL BE MOUNTED WITH UNISTRUT SUPPORTS OR CONDUIT CLAMPS AT 8' -0" MAXIMUM SPACING UNLIESS OTHERWISE SHOWN. PROVIDE 3/8" EXPANSION ANCHORS FOR SUPPORTS OR CLAMPS ATTACHED TO CONCRETE. ' ' 11. SPARE CONDUITS SHALL UNLESS SPECIFtED AS FLUSH, EXTEND MINIMUM 2" ABOVE SLAB AND ALL SHALL BE PROVIDED WITH THREADED CAPS OR PLUGS AND PULL CHORD. - 12. CONNECTION FROM JUNCTION BOX OR CONDUIT TO MOTOR OR EQUIPMENT TERMINAL BOX SHALL BE WITH FLIEXIBLE CONDUIT. ALL FLEXIBLE CONDUIT SHALL BE LIQUID-TIGHT AND SHALL HAVE AN INTERLOCKED FLIEXIBLE GALVANIZED STEEL CORE WITH PERMANENTLY BONDED CONTINUOUS EXTERIOR GRAY POLYVINYL CHLORIDE JACKET. EXTERIOR FLEXIBLIE CONDUIT SHALL BE UV PROTECTED. 13. CONTRACTOR (INSTRUMENTATION SUBCONTRACTOR) SHALL SUBMIT ELECTRICAL SHOP DRAWINGS INCLUDING COMPLETE CONTROL DIAGRAMS AND COMPLIETE INTERCONNECT DIAGRAMS WITH APPROPRIATE TERMINAL NUMBERING. LADDER DIAGRAMS SHALL BE PROVIDED WITH NUMBERS FOR EACH LINE INCLUDING REFERENCES TO THE LINE NUMBER WHERE CONTACTS FOR EACH RELAY ARE SHOWN. LADDER DIAGRAMS SHALL SHOW CONDUCTOR NUMBERS, TERMINAL BLOCKS, AND TERMINAL BLOCK NUMBERS. COMPLETE AS-BUILT DRAWINGS SHALL BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. INTERCONNECT DIAGRAMS SHALL SHOW ALL INTERCONNECTIONS BETWEEN EQUIPMENT AND BE PROVIDED WITH WIRE NUMBERS AND TERMINAL BLOCK NUMBERS. COMPLETE AS BUILT DRAWING MUST BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. 14. CONTROL (LADDER) DIAGRAMS ANO OPERATION DESCRIPTION ARE PROVIDED TO DESCRIBE DESIRED OPERATION AND CONTROL. SINGLE RELAYS ARE SHOWN REGARDLESS OF NUMBER OF CONTACTS REQUIRED AND MULTIPLE EQUIPMENT UNITS ARE SHOWN AS TYPICAL. CONTRACTOR SHALL PROVIDE THE NUMBER OF RELAYS AND CONTROL EQUIPMENT REQUIRED TO PRDVIDE THE OPERATION AS SPECIFIED. 15 AFTER INSTALLATION IS COMPLIETE THE CONTRACTOR SHALL CHECK ALL CONTROLS BY SIMULATING ALL OPERATING CONDITIONS WITH THE OWNER PRESENT. SUBSEQUENT START -UP OF FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR AND SHALL INCLUDE OPERATION OF ALL EQUIPMENT IN ALL MODES OF CONTROL INCLUDING START, SHUTDOWN AND ALARM CONDITIONS. SCRUBBER EXHAUST BLOWER SHALL BE OPERATED BY UTILIZING THE HAND-OFF-AUTO SWITCH. OPERATION OF SCRUBBER EXHAUST BLOWER IN AUTO MODE SHALL REQUIRE CONTRACTOR TO SIMULATE CHLORINE DETECTION SIGNAL. 16. UPON COMPLETION OF START-UP AND TESTING, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED PARTS OF ELECTRICAL INSTALLATION, INCLUDING PANEL INTERIORS. CONTRACTOR SHALL REMOVE ALL TRACES OF DIRT, OIL, GREASE, ETC. -. "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY: G-2 DATE INSPECTOR DA TE fsHilil I CARLSBAD MUNICIPAL I I SH1EOETS I ::::=======:=========================::::===:==::=~ l___g_J. WATER DISTRICT . IMPROVEMENT PLANS FOR: t.!AERKLE PUMP STATION UPGRADE CONSTRUCTION NOTES \ __ • j • .. i "' t! "' I i . . -~ -, I ~ . SYMBOLS AND LEGEND EB- ®---1 ffi- 30RW ---e, --- ------81 ------ -x--x- SECTION VIEW SECTION "C", CUT ON SHEET 6. SECTION CUT SECTION "M" SHOWN ON SHEET -.. DETAIL 2 SHOWN ON SHEET 5. 50= OIAMITER OF PIPELINE WW= DUTY OF PIPELINE PROPOSED FINISH CONTOUR. EXISTING CONTOUR. CHAIN LINK FENCE, 6' HIGH W/3 STRANDS BARBED WIRE PER SSPWC AND SORSO M-6 AND M-20. FITTING SYMBOLS WELDED • • • MECHANICAL JOINT SINGLE LINE (TYP) FLANGED r DOUBLE LINE {TYP) I 111--~!fL--I -FLANGED TEE I I ----ill' FLANGED ELBOW (ANGLE AS SHOWN) .. -~--111--- FLANGED JOINT REDUCER VICTAULIC GROOVED PIPE COUPLING SllND FLANGE THREADED AND SOLVENT-WELDED FITTING SYMBOLS t ---,o --{>- ----10+- 101 -;11-- ---:J ELBOW ELBOW UP ELBOW DOWN REDUCER 1'EE TEE BRANCH UP TEE BRANCH DOWN UNION END CAP ( ANGL£S AS SHOWN, All. ) [VEN INCRD.4ENTS or to" I.ii. 90", 4~•. 22 1/r, 11 1/,:c, ETC. 1 .. H.B. ---o:J HOSE BIB (SIZE NOTED) o 48 hours BEFORE excavation ~ Clll llode~ro•od s.<• •~ ~ 1-(800)422-4133 ASS CIP CISP CMC CML CMLC, CML&:C CML&:TC 01 DIP FRP GIP SINGLE LINE --1...--1- fLANGED , r SCREWEC: (TYP) ~TYP) --0- ---tf°'..j----- VALVES DOUBLE LINE :::::Bl~ ~ ~ SHORT BODY FLANGED BUTTERFLY VALVE, A.W.W.A. C504, SHOWING ORIENTATION OF OPERATOR WAFER STYLE BUTTERFLY VALVE GATE VALVE (USE THREADED VALVE FOR 3" OR SMALLER UNLESS OTHERWISE NOTED) P.V.C. BALIL VALVE, TRUE UNION (1 • AND UNDER) OR FLANGED TYPE (OVER 1 ") STAINLESS STEEL BALL VALVE ECCENTRIC PLUG VAILVE PVC BALL CHECK VALVE SWING CHECK VALVE AUTOMATIC OPERATED VALVE SOLENOID OPERATED VALVE MUi,,Tll'ORT VAlVE 3-WAY PRESSURE RELIEF VALVE KYDRAULICALILY OPERATED VALVE PRESSURE REGULATING VALVE BACK-PRESSURE VALVE ANTI-SIPHON VAILVE ABBREVIATIONS FOR PIPE MATERIALS ACRYLONITRILE BUTADIENE STYRENE CAST IRON PIPE CAST IRON SOIL PIPE CEMENT MORTAR COATED CEMENT MORTAR LINED WELDED STEEL PIPE CEMENT MORTAR LINED ANO COATED WELDED STEEL PIPE CEMENT MORTAR LINED, TAPE WRAPPED, ANO CEMENT MORTAR COATED OUCTILE IRON --, DUCTILE IRON PIPE flBERGLASS REINFORCED PLASTIC GAILVANIZED IRON PIPE (STD.WT.) HOG HOPE PVC RCP scs SS, S.STL. STI).WT. STL. VCP WSP 1;-.·cr HOT OIPPEO GALVANIZED (SCH.-.O UNO) HIGH DENSITY POLYETHYLENE POLYVINYL CHLORIDE REINFORCED CONCRETE PJPE SEAMLESS CARBON STEEL STAINLESS STEEL STANDARD WEIGHT STEEL VITRlFIED CLAY PIPE (EXTRA-STRENGTH) WELDED STEEL PIPE WSP WITH 1/4" STEEL CYLINDER THICKNESS VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING of~; ••·'1" IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY - A/C,A.C.,AC AP A.S. BOT BC CL, ¢. CL EL CLR CMU CONT C.O.T.G. CTF E EC EG EL EP E.W. EXIST., (E) FOi rF', FlN, FLR FG FIP FL., t FLG FRP FTG FUT. GB GSM HB HOG 'HDPE HHWL HWL HP INV LLH LLV LLWL LWl MANUF. - ABBREVIATIONS AND NOTATIONS ASPHALT CONCRETE ANGLE POINT AS SHOWN BOTTOM BEGINNING CURVE CENTERLINE CENTERLINE ELEVATION CLEAR, CLEARANCE CONCRffi MASONRY UNIT CONTINUOUS CLEAN OUT TO GRADE CUT-TO-FIT [AST COORDINATE EMD CURVE EXISTING GRADE ELEVATION nrvATION [OGE Of' PAVING EACH WAY EXISTING FLOOR DRAIN, TYPE 1, 2, ETC., REFER TO MISCELLANEOUS SYMBOLS FINISH fLOOR ELEVATION FINISH GRADE ELEVATION FEMALE IRON PIPE FLOW LINE ELEVATION FLANGE FIBERGLASS REINFORCED PLASTIC FOOTING FUTURE CONSTRUCTION GRADE BREAK GALVANIZED SHEET METAL r HOSE BIBB HOT DIPPED GALVANIZED HIGH DENSITY 'Pol YETHYLENE ' HIGH HIGH WATER LEVEL HlGH WATER LEVEL HlGH POINT INVERT EL£VATION LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOW WATER LEVEL LOW WATER LEVEL MAN_UF'ACTURER - MGD MH MlP MISC. MJ II NIC OfCI, O.F.C.I. OFOI, O.F.0.1. OH OHE PORC PLt PS-1 PWPS It RC, R.C. REQ. RWPS SCH, SCHED SPEC SSPWC $T.STL,S.S. STD OWG T&B TB TC, TOC TD TG TP TS TW, TOW TYP UNO, U.N.O. VPI ws • - MTLLION GALLONS PER DAY MANHOLE MALE IRON PIPE MISCELLANEOUS utCHANlCAL JOINT CONNECTION NORTH COORDINATE NOT IN CONTRACT OWNER FURNISHED EQUIPMENT, CONTRACTOR TO INSTALL OWNER FURNISHED OWNER INSTALLED EQUIPMENT OPPOSITE HAND OVERHEAD ELECTRICAIL POINT OF REVERSE CURVE PROPERTY LINE PIPE SUPPORT TYPE 1, 2, ETC., REFER TO MISCELLANEOUS DETAILS AND STANDARD DRAWINGS POTABLE WATER PUMP STATION RADIUS RELATIVE COMPACTION REQUIRED/REQUIREMENTS RECYCLED WATER PUMP STATION SCHEDULE BOUND SPECIFICATIONS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LA TEST EDITION) STAINLESS STEEL STANDARD DRAWING-REFER TO BOUND SPECIFlCATION TOP ANO BOTTOM TOP OF BERM ELEVATION TOP or CONCRETE UEVATION, TOP OF CURB ELEVATION TOP OF DRAIN ELEVATION TOP OF GRATE ELEVATION TOP OF PAVING ' TOP OF' SLAB TOP Of WALIL ELEVATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL POINT OF INFLECTION \I/ATER SURFACE DENOTES A DIMENSION DEPENDENT UPON THE EQUIPMENT FURNISHED. CONTRACTOR TO VERIFY DIMENSION WITH ACTUAL EQUIPMENT DELIVERED TO SITE. SEE GENERAL CONSTRUCTION NOTES. DIMENSION TO BE VERIFIED PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING EQUIPMENT DEPENDENT UPON DIMENSION. -- - --• -- G-3 "AS BUILT" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE 1-----+---+-----------+--+---+--+-------i ~ 11 c~~tf :r~TNJm~ AL I~ K:t:!IEGER =-01'-=' =========== ~TEWART INCORPORATED APPROVED BY J,..//\ -y, 2:XI -" • - REGISTERED ENGINEER No. f,-U.U, DATE f...llt,i,/JJR DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL OTY APPROVAL IMPROVEMENT PLANS FOR: MAERKLE PUMP STATION UPGRADE l.EGcNDS, SYMBOLS, AND A88REVIA TIONS APPROVED: WILLIAM F Pi,>JMMER ,,,J :J~ . ~ ,,. • • -'1-Z'--08 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-10 DATE OWN BY: JGS I PROJECT NO. I DRAWING NO . ~~~ ~~; ~: _ 5009-8 _ 457-5B • -~ -~ ~ ,_. --¼: -:!-~ ·-it .,, --- ' =--_-_-- - - - - -- 1 -·· ' c·"'('< ' • UNTVERSITY OF CALIFORNIA PROPERTY SITE PLAN SCALE: N.TS EXISTING PAVED ACCESS ROAD ---- VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCT! ON THIS SHEET, ADJUST SCALES ACCORDINGLY --- • I i ' I I I ' I i . I I I .,_'I-iii SH~ "' ,;:. .., ,.. s: 1h 62220 ;;; flp. !-JH!I CJV\\. I { I ' I r ACCESS GATE ----',jH/ ~ ~ APPLEWOOD LANE NOTE: BASE DRAWING FROM SHEET G-1 BY JOHN POWELL & ASSOCIATES, MAERKLE RESERVOIR -COVER AND LINER, 1996. Q) MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS FOR DRAWING C-1; 1. CONSTRUCTION ACCESS SHALL BE THROUGH THE GATE AND ENTRANCE FROM APPLEWOOD LAN£. 2. CONSTRUCTION ACCESS TO THE SITE WILL NOT BE ALLOWED FROM THE EL CAMINO REAL ENTRANCE. 3. REPLACE EXISTING UPPER GATE PER DRAWING C-2. 4. REPLACE LOWER GATE AND FENCE PER DRAWING C-3. 5. REPLACE ELECTRICAL SWITCHGEAR (VFD'S, SOFT STARTS, AND CONTACTORS) AT PUMP STATION PER ELECTRICAL DRAWINGS. NOTE: "AS-BUILT" IMPROVEMENT PLANS TITLED "MAERKLE PUMP STATION AND DISINFECTION FACILITIES" ARE PROVIDED WITH BID DOCUMENTS FOR REFERENCE ONLY AND AAE NOT PART OF THE CONTRACT. "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: INSPECTOR C-1 DATE DATE ~ I CARLSBAD MUNICIPAL I I SH1EOETS I 1------,r--'--+---------'------+------l--+----+-----i Li_J WATER DISTRICT . t-----+----+--------------------+-----1----lf---+----I lt4CO"PO!l.'ATED .1602 Urtlver"SJ~ Ave.• Riverside, CA. lil250I • 1151-684-6900 REGISTERED DATE f.1(11\/dl, j OA TE INITIAL ENGINEER Of WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL IMPROVEMENT PLANS FOR; MAERKLE PUMP STATION UPGRADE GENERAL SliE PLAN APPROVE□-: WIU.1.~-s. ~-I LUMMER ~ .. -.. r,,~~,,~,h--~-----r,-z?-08 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-10 DATE DA TE INITIAL CITY APPROVAL OWN BY: JGS PRQJ£CT NO. DRAWING NO. 2~~ ~~: ~~ 5009-B 457-5B j::C::'; C ' ., :. "' CJ ~ ts II'. I i l5 r .. . . . ,i! 'cc§ . ~ ··-~ g ~ ~ t ~ I (TYP.)@) GATE COATING NOTES: EXISTING BUSHES TO REMAIN 6' 1. GATE FRAME SHALL BE FULLY WELDED. WELDED AREAS SHALL BE SAND BLASTED AND RECOATED WITH COLD GALVANIZE COATING. 2. GATE SHALL BE COATED WITH GALVANIZED METAL COATING AS FOLLOWS; A. SURFACE SHALL BE CLEANED WITH COMMERCIAL CLEANER AND DRIED THOROUGHLY PRIOR TO USING KOP-COAT COATING SYSTEM. TREAT GALVANIZED METAL WITH KOP-COAT 30 METAL CONDITIONER OR APPROVED EQUAL. B. THE PRIME COAT, KOP-COAT 622 HB RUST PENETRATING PRIMER, RUST-OLEUM 3202 UNDERCOAT, OR APPROVED EQUAL SHALL BE APPLIED IN ONE VERY THIN COAT. + + + + + + + + + + + + + /:+ + EXISTING , : LANDSCAPING + TO REMAIN + + + + + + + + + + + + + + + + + + + + + + + + + r APPLEWOOD LANE ~ EXISTING CONCRETE _,/ ~ DRIVEWAY TO REMAIN 23'-0"± CATE OPENS .-THIS DIRECTION 15• -o· 4 C. THE FINISH COAT, KOP-COAT RUSTARMOR 500 HB. RUST-OLEUM NEW COLOR HORIZONS SYSTEM, OR APPROVED EQUAL SHALL BE APPLIED IN THE COLOR SPECIFIED (TWO COATS MINIMUM). UPPER GATE PLAN 3. D. THE FIRST FINISH COAT SHALL BE APPLIED BETWEEN 1 AND 24 HOURS AFTER APPLICATION OF THE PRIMER. MINIMUM DRYING TIME BETWEEN THE TWO FINISH COATS SHALL BE 24 HOURS. COLOR TO MATCH PVC CHAINLINK MESH. CONTRACTOR SHALL SUBMIT COLOR CHART TO DISTRICT FOR COLOR SELECTION. PVC MESH COATING SHALL BE BROWN. CONTRACTOR SHALL SUBMIT MANUFACTURER'S COLOR CHART TO DISTRICT FOR SELECTION. I I , --------- 11 I I I I I EXISTING I WOOD FENCE TO REMAIN 33' -0"± 10 (TYP.) I I l I (TYP.} 2 EB SCALIE: 1/4"=1'-o" r 4 EXISTING AC 7 PAVEMENT TO REMAIN UPPER GATE PROFILE SCALE: 1/4"=1'-0" 23'-0"± -;=:@· 4 / - ~ I /\~; ' .,, --- '--L / I I I I /i EXISTING TREE TO REMAIN I I I I I -~ EXISTING BUSHES ' /l TO REMAIN I I / 6" (MIN.) 12 EXISTING WOOD FENCE TO REMAIN EXISTING WOOD FENCE TO REMAIN VERIFY SCALES EXISTING CONCRETE APRON EXTENSION SCALE: 3/4"=1'-0" 0 ,, -</ •' DETAIL AUTOMATIC GATE ,-HI "'~t --~--------t EXISTING WOOD FENCE TO REMAIN CB ©-c.,,-._------j AUTOMATIC GATE 9 TOP GUIDES DETAIL SCALE: 1 "=1 '-o• 6" 2·-0· l{MAX.)1---(~MAX.) 71 0 1/4" THICK STAINLESS STEEL ANCHORING TAB 0 V-RAIL ANCHORING SCALE: 1 "=1 '-o• 1/4" THICK 5"x10" STEEL PLATE--.......____ DRILLED AS REQUIRED FOR STANCHION, KEYPAD, AND SWITCH BOX. STEEL PLATE SHALL BE POWDER COATED TO MATCH STANCHION. INSTALL KEYPAD AND KEYSWITCH WTRING INSIDE STANCHION TUBING. 3" SQUARE STEEL STANCH ION -. WITH 1 / 4 • THICK B" SQUARE BASE PLATE AND MOUNTING FLANGE. STANCHION SHALL HAVE A BLACK POWDER COAT FINISH. STANCHION SHALL BE MODEL S3531243BPC SQUARE STANCHION AS MANUFACTURED BY PARAGON METAL PRODUCTS OR APPROVED EQUAL. 3-1/4 BAR EACH WAY, EVENLY SPACED . E9 / 1/4" THICK STAINLESS STEEL ANGLE. SIZE OF ANGLE PER GATE V-ROLLER MANUFACTURER. ' ' 1 1 ;2· (MIN.) DETAIL PLAN 3 12· • "' ... ~ REMOTE GATE OPERATOR KEYPAD AND FIRE ACCESS KEY SWITCH. KEYPAD SHALL OPERATE ON 12VDC POWER AND SHALL BE FURNISHED WTTH A 120V TO 12VDC POWER SUPPLY. INSTALL POWER SUPPLY IN EXISTING GATE OPENER HOUSING PER MANUFACTURER'S RECOMMENDATION. MOUNT KEYPAD AND CONNECT POWER SUPPLY AND COMMUNICATION CONDUCTORS PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. KEYPAD SHALL BE A CHAMBERLAIN SENTEX MINIKEY KEYPAD CONTROLLER, NO SUBSTITUTES. KNOX MODEL 3502 KEY SWITCH WILL BE PROVIDED BY OWNER. CONTRACTOR SHALL PROVIDE A WEATHERPROOF SWITCHBOX AND INSTALL KEY SWITCH AND SWITCH BOX. ,,,.-4-1 /2" STAINLESS STEEL ANCHORS WITH 4• MINIMUM EMBEDMENT ,,-EXISTING GRADE 4-f4 VERTICAL -. BARS EACH CORNER CONCRETE PAD ~ 1 • CONDUIT WITH CONDUCTORS ~~~,.;t +-+'+-' -t-. @~' .1 II >'.:/'°' ,.. . "j .___---++--+-'~ -[ 3" CLR. 2" CLR. AT BOTTOM 12• SQ. (TYP.) II • KEY PAD DETAIL SCALE: 1"=1'-0" MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS FOR DRAWINGS C-2: 1. REMOVE AND DISPOSE OF EXISTING 1 5/8" PIPE TRACK WITH BRACKETS. 2. REPLACE EXISTING 1 5/8" PIPE TRACK WHEEL AND BRACKET WITH NEW 1 5/8" HDG PIPE TRACK WHEEL AND BRACKET. MINIMUM WHEEL DIAMETER SHALL BE 5 INCHES. ASSEMBLY SHALL INCLUDE HOG STEEL STOP, TO PREVENT THE GATE FROM BEING LIFTED OFF THE PIPE TRACK. 3. EXISTING SL-3000 GATE OPENER BY ELITE ACCESS SYSTEMS, INC. TO REMAIN. CONTRACTOR SHALL FURNISH, INSTALL, AND LEAVE OPERATIONAL ONE ELITE A-ELD PLUG-IN LOOP DETECTOR (NO SUBSTITUTES) WITH SENSOR LOOP AND ONE KEY PAD CONTROLLER (PER DETAIL 4 HEREON). CONTRACTOR SHAU INSTALL OWNER FURNISHED KEY SWITCH. THE EXISTING REMOTE CONTROL SYSTEM SHALL REMAIN OPERATIONAL. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT IN PLACE EXISTING COMPONENTS AND SHALL FURNISH AND INSTALL NEW COMPONENTS REQUIRED FOR THE FOLLOWING GATE OPERATION: A. REMOTE CONTROL OPENING WITH TIME DELAY CLOSING (PROTECT IN PLACE). B. EXIT LOOP DETECTOR OPENING WITH TIME DELAY CLOSING (FURNISH AND INSTALL). C. REMOTE KEYPAD OPENING WITH TIME DELAY CLOSING (FURNISH AND INSTALL). D. KEY SWITCH OPENING FOR EMERGENCY ACCESS (INSTALL OWNER FURNISHED SWITCH). ALSO, FURNISH AND INSTALL NEW DRIVE CHAIN AND SPROCKETS PER MANUFACTURER'S RECOMMENDATIONS. 4. REMOVE AND DISPOSE OF EXISTING AUTOMATIC AND MANUAL CHAINLINK ROLLING GATES AND ASSOCIATED HARDWARE. INSTALL A SINGLE AUTOMATIC ROLLING GATE 6' HIGH AND 25' -6" WIDE. GATE FRAME SHALL BE CONSTRUCTED OF 2" SCHEDULE 40 HOG PIPE WITH 3 EVENLY SPACED 1 5/8" SCHEDULE 40 HOG PIPE VERTICAL BRACES AND 4-1 5/8" SCHEDULE 40 HOG PIPE DIAGONAL BRACES AS SHOWN. ALL GATE FRAME CORNERS SHALL BE MITERED AND FULLY WELDED. BOTTOM V-TRACK WHEEL BRACKET SHALL BE HEAVY DUTY HDG STEEL, INTEGRAL AND FULLY WELDED TO GATE FRAME. CHAINLINK MATERIAL SHALL BE 9 GAUGE, PVC COATED, 1• MESH WITH TOP WIRES TWISTED AND BOTTOM WIRES KNUCKLED. GATE FRAME COATING AND CHAINLINK PVC COATING SHALL BE IN ACCORDANCE WITH GATE COATING NOTES HE:REON. 5. EXISTING HOG PIPE FENCE POST TO REMAIN. 6. REMOVE AND DISPOSE OF EXISTING REMOVABLE CENTER POST. FILL SLEEVE WITH GROUT. GROUT AND SLEEVE SHALL BE FLUSH WITH EXISTING CONCRETE SLAB. GRIND SLEEVE FLUSH tF REQUIRED. 7. 2" SCHEDULE 40 HOG GATE OPERATOR PIPE EXTENSION WITH 1/2" THICK (MIN.) CHAIN MOUNTING BRACKET AND 6"x6"x1/4" THICK STEEL GUSSET. FIELD MEASURE EXISTING GATE AND MATCH LENGTH AND HEIGHT OF EXISTING GATE OPERATOR EXTENSION AND BRACKET. 8. REPLACE EXISTING BOTTOM V-TRACK RAIL WITH NEW STAINLESS STEEL V-TRACK RAIL. RAIL SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB WITH 1 / 4" THICK STAINLESS STEEL ANCHORING TABS AND 3/8" STAINLESS STEEL EPOXY ANCHORS (3" MIN. EMBEDMENT). TABS SHALL BE LOCATED IN PAIRS (ONE ON EACH SIDE) AT 2' MAXIMUM CENTER TO CENTER SPACING AND 6" MAX. FROM ENDS. PER DETAIL 3 HEREON. 9. NON-PINCH GUIDE ROLLERS AND HDG BRACKET. ALLOW 1/4" CLEARANCE FROM TOP OF GATE FRAME TO ROLLER BRACKET. CLEAR SPACE BETWEEN ROLLERS SHALL BE GATE FRAME DIAMETER PLUS 1/2". 10. REMOVE EXISTING 1 5/8" PIPE TRACK AND BRACKETS. FURNISH AND INSTALL NEW 1 5/8" STEEL SCHEDULE 40 HOG PIPE TRACK WITH NEW STEEL HOG BRACKETS. 11. 1 • CONDUIT PER SPECIFICATION WITH POWER AND SIGNAL CONDUCTORS FOR KEYPAD AND KEY SWITCH PER GATE OPENER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12. 4 • DIAMETER STEEL V-GROOVE WHEEL WITH SEALED BEARINGS, 1 • DIAMETER AXLE, AND 1 /2" DIAMETER BOLT. 1.3. SAW CUT A GROOVE INTO A/C 1 1 /2" DEEP BY 3/8" WIDE AND INSTALL LEAD-IN CABLE. SEAL CABLE INTO A/C WITH 1 • THICK ASPHALT JOINT SEALANT. LEAD IN CABLE SHALL HAVE ONE TWISTED PAIR OF 14 AWG STRANDED COPPER CONDUCTORS WITH POLYETHYLENE INSULATION, ALUMINUM/MYLAR TAPE SHIELDING, AND POLYETHYLENE OUTER JACKET. LEAD-IN CABLE SHALL BE SPEC 50-2 PART No.601765 CABLE, AS MANUFACTURED BY BELDEN, OR APPROVED EQUAL. JOINT SEALANT SHALL BE HE093 -DUROFLEX AS MANUFACTURED BY HENRY COMPANY, OR APPROVED EQUAL. 14. SAW CUT A GROOVE INTO A/C 2• DEEP BY 3/8" WIDE AS SHOWN AND INSTALL LOOP DETECTOR. WTRE LOOP DETECTOR SHALL BE INSTALLED CONTINUOUSLY TWICE AROUND THE SAW CUT TRENCH, AND CONNECTED PER THE GATE OPENER MANUFACTURER'S WRITTEN INSTRUCTIONS. SEAL LOOP DETECTOR INTO A/C WITH 1 • THICK ASPHALT JOINT SEALANT. LOOP DETECTOR WIRE SHALL BE NON-SHIELDED AND HAVE ONE 14 AWG STRANDED COPPER CONDUCTOR WITH POLYETHYLENE INSULATION AND POLYETHYLENE OUTER JACKET. LOOP DETECTOR WIRE SHALL BE SPEC 51-7 PART No.582115 WIRE AS MANUFACTURED BY BELDED, OR APPROVED EQUAL. JOINT SEALANT SHALL BE HE093 -DUROFLEX, AS MANUFACTURED BY HENRY COMPANY, OR APPROVED EQUAL. 15. 24"x12" ALUMINUM "NO TRESPASSING" SIGN. SIGN SHALL BE RED WITH WHITE LETTERING PRINTED IN UV RESISTANCE INK AND SECURED TO THE GATE WITH STAINLESS STEEL HARDWARE. "AS BUil T" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR C-2 DATE DATE l---+--+-------------+----+--+----+-~l sH5EET I CARLSBAD MUNICIPAL ~o ~===='--'====W=A=T=E=R::::::::==IS=T='R'=IC=T===='-'L!.Q_J====! IMPROVEMENT PLANS FOR: MAERKLE PUMP STATION UPGRADE UPPER ACCESS GATE PLAN. PROALE. AND DETAILS I EXISTING ROCK PILE TO REMAIN EXISTING ROCK PILE TO REMAIN 0 V/~ NOTES: EXISTING YUCCA " TREE TO REMAIN EXISTING LIGHT POLE AND PULL BOX TO REMAIN EXISTING BUSH TO REMAIN 6'-0" 1. REMOVE AND DISPOSE OF EXISTING BAR GATE ANO FENCE. 2 CONTRACTOR SHALL FIELD MEASURE ALL DIMENSIONS PRIOR TO PURCHASING FENCE MATERIALS. 0 I I _________ _.,_2.,,_o·_-_.,o_· --------------~ I PAVEMENT APPROXIMATE NORTH \ INSTALL CHAINLINK FENCE/GATE PER SPPWC STANDARD PLAN 6DD-2 WITH H= 8' ,~~~~~,-,_, 1---~~------i"----~~~~~ -~ LOWER GATE PLAN SCALE: 3/8"=1'-0" OPENING FOR CHAIN AND PADLOCK (TYP .) PLUNGER ROD AND CUP PER SPPWC STANDARD 18' -o• PLAN 600-2 CLEAR GATE OPENING 20' -o" ______________ __, 25'-0" LOWER GATE PROFILE SCALE: 3/8"=1 '-0" VERIFY SCALES I I ' I I EXISTING NATURAL DRAINAGE TO REMAIN KRICGER. ATTACH THREADED ROD TO FENCE POST WITH END POST CLAMP (TYP.) 24"± ROCK SLOPE ~5:3 I EXISTING ROCK SLOPE 1" DIAMETER THREADED ROD WITH EYE BOLT MIN. f8" EMBEDMENT WITH EPOXY GROUT (TYP.) C-3 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t-----+---+----------------t-----t----i------t------i I sH6EEr I ARLSBAD UNICIPAL jsHms]0 WATER DISTRICT L!QJ ~l::MP::::R::::O::VE:::;:=ME:::;:::N::::T =P:::::LAN~S~F::".:O'.'.::R:=-~'."':::'.::::::::~::::==~:::::===; MAERKLE PUMP STATION UPGRADE LOWER ACCESS GATE PLAN AND PROALE ,. J;" ,,; .:k / ' . = ts ~ 1 I t ~ . ' , .-.,; .. ; ..... .;., ti " ! ts ~ ~ I ~ J .... I E '!l .. i I . . ELECTRICAL SYMBOLS AND LEGENDS SYMBOL -. 7'/_,,L. - ---[-- ~ 225AF IOOAT JP 00 (8l 0 ~ QJ [f] □LOS DESCRIPTION CONDUIT, (MIN. 3/4") WITH-f12 CONDUCTORS, NUMBER INOICATED EXCLUOING REQUIRED GROUND WIRE. CONDUIT, (MIN. 3/ 4") WITH-f12 CONDUCTORS, NUMBER INDICATED EXCLUDING REQUIRED GROUND, TO LP, CT. NUMBER AS SHOWN. CONDUIT, (MIN. 3/4") RUN EXPOSED, UNLESS NOTED OTHERWISE. CONDUIT, (MIN. 3/4") RUN CONCEALED. UNDERGROUND, UNDER CONCRETE OR IN CONCRETE, UNLESS NOTED OTHERWISE. ELECTRICAL DUCT BANK DISCONNECT SWITCH (NON-FUSED) FUSED DISCONNECT SWITCH THERI.IAL MAGNETIC BREAKER, 225 INDICATES FRAME SIZE, 1DO INDICATES TRIP SIZE, 3 POLES UNLESS NOTED OTHERWISE TRANSFORMER FULL VOLTAGE NON-REVERSING COMBINATION MOTOR STARTER, W!TH MOTOR CIRCUIT PROTECTOR AND AIR CONTRACTORS. SIZE O MINIMUM WITH THERMAL OVERLOADS AND AUXILIARY CONTACTS (MINIMUM ONE N.C. AND ONE N.O.) OR AS REQUIRED FOR CONTROL, WITH ONE SPARE N.O. AND ONE SPARE N.C. SUBSCRIPT INDICATES NEMA SIZE VARlABLE FREQUENCY ORM WITH INLINE FUSES, PROVIDE MCP, C.B., OR FUSED DISCONNECT, BYPASS CONTACTORS, LINE REACTOR, AND FILTERS, UNO OR AS SPECIFIED BY THE TECHNICAL SPECIFICATIONS. WHERE NOTED CT= CONSTANT TORQUE RATED. REDUCED VOLT AGE SOLID STA TE MOTOR CONTROLLER WITH BYPASS CONT ACTORS AND SOLID STATE OVERLOAD PROTECTION UNO OR AS SPECIFIED BY THE TECHNICAL SPECIFICATIONS. THERMAL OVERLOAD RELAY MOTOR (NUMBER INDICATES HORSEPOWER) GROUND WELL JUNCTION BOX, CROUSE-HINDS, APPLETON OR EQUAL CAST CONDULET DEVICE BOX SURFACE MOUNTED ON WALL OR CEILING OR UNISTRUT FLOOR MOUNTED AND WATERPROOF OUT or DOORS. MIN. TWO GANG SIZE WITH SOLID COVER. PROVIDE LARGER IF NECESSARY FOR SPLICING. EXPLOSION PROOF NEMA 7 JUNCTION BOX. SIZE AS SPECIFIED OR AS REQUIRED FOR CONDUCTORS INSTALLED. JUNCTION BOX, WINTMUM -4"x-4"x3". PROVIDE LARGER SIZE WHERE SPECIFIED OR REQUIRED FOR CONDUCTOR SIZE. NEWA 12 INDOOR AND NEI.IA 4 OUT-OF -DOORS. COOLING TYPE LINE VOLTAGE THERMOSTAT., 120V WITH CONTACTS RATED MIN. 7 AMP AND 2• DIFFERENTIAL, DAYTON HEAVY DUTY WITH ON-OFF SWITCH AND JUNCTION BOX WALL MOUNTED AT 5'-6" ABOVE FINISH FLOOR LINE VOLTAGE THERMOSTAT MOUNTED IN MCC OR DISTRIBUTION PANEL. COOLING TYPE FOR EXHAUST OR SUPPLY FAN WITH 15' F. DIFFERENTIAL DAYTON, CHROMALOX, OR EQUAL. HEATING TYPE FOR STRIP HEATER WITH 3• TO 10-F. DIFFERENTIAL DAYTON, CHROMALOX, OR EQUAL. TWO STAGE CODLING LINE VOLTAGE THERMOSTAT WITH MIN. 5 AMP CONTACTS, HIGH AND LOW SET POINTS FOR WALL MOUNT JUNCTION BOX • TIMER, UN£: VOLTAGE TYPE, 2-4 HOUR WITH 15 MIN. INTERVALS ON-OFF SWITCH AND MANUAL START SWITCH WATERPROOF LOCK-OUT-STOP, HEAVY DUTY, IIEMA 4 TYPE WITH LOCK OUT IN STOP POSITION. SUBMERSIBLE EMERGENCY STOP MOMENTARY CONTACT PUSH BUTTON STATION NEMA TYPE 6 OR IP 67.. · , -, DEVICE BOX WITH DUPLEX CONVENIENCE RECEPTACLE, 1 POLE (UNLESS NOTED OTHERWISE), 120 VOLTS AC MTG HT 1 B" ABOVE FLOOR UNLESS NOTED OTHERWISE. (F-INDICATES FLOOR MOUNTED, H-HAZARDOUS AREA EXPLOSION PROOF, WP-OUTDOOR WEATHER PROOF, GFI-GROUND FAULT INTERRUPTER). RECESS INTO STUD WALLS, SURFACE MOUNT ON MASONRY OR CONCRETE WALL, AND PROVIDE WATERPROOF IF OUT OF DOORS. EXPLOSION PROOF CONDUIT SEAL mTING, CROUSE-HINDS TYPE EYS FILLED WITH CHICO TYPE A SEALER. LOCATE ABOVE GRADE (EXPOSED) FOR ACCESS. MCC (OR DISTRIBUTION PANEL) AIR SUPPLY OR EXHAUST OPENING WITH GRILL AND FILTER. LIGHTING FIXTURE (TYPE AND MOUNTING AS NOTED) ;(_ ~--NO. or FIXTURES 8 A nxTURE IDENTIFICATION @__r FIXTURE TYPE 4faO NUMBER OF LAMPS/LAMP WATTAGE • -~ - . . . . SYMBOL tfl--. 600/5 ~ 3 H _r:: A s 11 J.,t I ---0 C>-- . . I - NOTC NCTO e e 0 0 e e ---0---. -on-- ---@- • DESCRIPTION MCC STRIP HEATER MOUNTED IN BOTTOM PORTION OF ELECTRICAL PANEL, 150 WATT, 120 VOLT, CHROMALOX, DAYTON, OR EQUAL. MCC EXHAUST FAN No.,. ETC. AT TOP OF MCC OR DISTRIBUTION PANEL, OR TOP or SR WRAP COMPLETE WITH GASKETS, FILTER, ANO LOUVERED PLATE. 4" DIAMETER, 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EQUAL. AIR INTAKE IN 3R WRAP DOOR OF MCC OR OISTR!BUT!ON PAN.EL ... T BOTTOM WITH C.ASKETS, FILTER, ANO LOUVER PLATE. 5UPPLY FAN No.,, ETC .... T BOTTOM OF MCC OR DISTRIBUTION PANEL, WITH FILTER AND GRILL. MINIMUM -4" DIAMETER, 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EQUAL. PROVIDE COOLING PER CALCULATIONS BY MANUFACTURER FOR VFD'S. SEE SPECIFICATIONS. OEV1CE BOX WITH SWITCH (1 POLE UNLESS OtHERWISE NOTED) RECESSED INTO STUO WALL, SURFACE MOUNTED ON MASONRY OR CONCRETE WALL, AND WATERPROOF OUT-OF-DOORS. 3W-DENOTES 3 WAY SWITCH, 3P-DENOTES 3 POLE SWITCH, ETC. CURRENT TRANSFORMER (3 INDICATES NUMBER or ITS) 600/5 INDICATES X™R RATIO MANUAL MOTOR STARTER WITH CURRENT OVERLOAD WITH MANUAL RESET. )(-DESIGNATES NUIABER or POLES. NO DESIGNATION INDICATES SINGLE POLE IN NEMA 1 ENCLOSURE. INDICATING LIGHT: R=RED, G=GREEN, "=AMBER, W=WHITE PUSH TO TEST INDICATOR LIGHT, R=RED, G=GREEN, A=AMBER, W=WHITE HANO-OFT-AUTO SWITCH NORMALLY OPEN INTERLOCK IIORMALL Y CLOSED INTERLOCK NORMALLY OPEN PUSHBUTTON-MOMENTARY TYPE NORWALLY CLOSED PUSHBUTTON-MOMENTARY TYPE TEMPERATURE SWITCH NORMALLY CLOSED NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION NORWALLY CLOSED CONTACT TIMED TO OPEN ON ENERGIZATION MOTOR STARTER CONTACTOR, NUMBER IDENTIFIES CONTACTOR RELAY, TYPE PER ABBREVIATIONS, NUMBER IOENTlflES RELAY PRESSURE TRANSMITTER PRESSURE SWITCH WHERE ON CONTROL OR S/L DIAGRAM-MOTOR MOISTURE SENSOR fOR SUBMERSIBLE MOTOR. WHERE ON CONTROL OR S/L DIAGRAM-MOTOR TEMPERATURE SENSOR • WHERE ON CONTROL DIAGRAM MOTOR PROTECTION UNIT, SUITABLE FOR MOTOR TEMPERJ.TURE SENSOR. DENOTES A CONNECTION FROM A REMOTE LOCATION INLINE FUSE ELAPSED TIME METER LOCATE IN MCC STARTER BUCKET, CRA!.IER &35K-AA UNLESS 01HERWISE NOTED. ON-Off SWITCH. · DENOTES A DRY CONTACT OFF RELAY TFl TO TERMINAL BLOCK IN MCP FOR INPUT TO TELEMETRY RTU. TELEI.IETRY RTU. IS OWNER FURNISHED OWNER INTALLED. VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING If NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY KRIEGER ~TEWART ATS CF CKT,CRT,CT co, c.o. C.T. or [MT EPB#7 ETM GFI HOG HLOA HI.II HOA HS LOS LP5A ELECTRICAL ABBREVIATIONS AUTOMATIC TRANSFER SWITCH CONTROL FEEDER CIRCUIT No. FOR LIGHTING PANEL CONDUIT ONLY (MIN. 3/4") WITH CAP OR PLUG "T [NOS "ND PULL CHORD. CURRENT TRANSFORMER DISTRIBUTION FEEDER CONDUIT, ELECTRIC METALLIC TUBING UNDERGROUND ELECTRIC PULL BOX No.7 ELAPstD TIME METER GROUND FAULT INTERRUPTER SCH. 40 STEEL CONDUIT, HOT DIPPED GALVANIZED HIGH-LOW-Off-AUTOMATIC SELECTOR SWITCH HUMAN MACHINE INTERFACE HAND-OFF-AUTOMATIC SELECTOR SWITCH. HAND SWITCH LOCK-OUT -STOP (WATERPROOF) LIGHTING PANEL "5A", ETC. LPSA-3 islCC MCP NC NO PB PF RTU SSMC T.C. UGHTING PANEL CIRCUIT NUMBER 3, ETC. MOTOR CONTROL CENTER MAIN CONTROL PANEL NORMALLY CLOSED NORMALLY OPEN PUSH BUTTON POWER FEEDER REMOTE TERMINAL UNIT WITH PLC AND TELEMETRY SOLID ST ATE MOTOR CONTROLLER TIME CLOSE T.O. TIME OPEN UCP UNIT CONTROL PANEL (FURNISHED WITH EQUIPMENT) vrD VARlABLE FREQUENCY DRIVE WP WEATHERPROOF 3C 5-f2, S" CONDUIT WITH 5-f2 CONDUCTORS, 1 -f2 I -f2 GRD. GROUND (GRD.). PROVIDE 1 -f12 GRO. MIN. WHERE GRD. NOT SPECIFIED. 8Pf2, PF2 CONDUIT NUMBER, SEE ABBREVIATIONS, AND CONDUIT AND CONDUCTOR SCHEDULE E-1 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE fSHm7 I CARLSBAD MUNICIPAL I I SH1EOETS I ~==~~==1=================·====~==~~==~===~=~ L___Z__J. WATER DISTRICT _ IMPROVEMENT PLANS FOR: MAERKLE PUMP STATION UPGRADE a..ECTRICAL SYMBOLS AND ABBREVIATIONS 1NCO!ltPO"AT[O A~~R?O~~: 1\1~~~~~:::. "--~/ ~ ~02 U.nive~~ kte. • Riverside. CA. 92501 • 151-684-8900 1---~1----+----------------+---l----+---l--~ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-10 DATE . APPROVED BY": j...., I 'J! ')In -• u l ~ REGISTERED E~GINEER No ,;!,u..o DATF~/'t,(tf', OWN BY: JGS I PROJECT NO. l DRAWING NO . 2~ ~~; ~~ , 5009-8 _ 457-58 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITI'AL DATE INITIAL OTHER APPROVAL CITY APPROVAL -"' ov "-0 • "'z .,, I w Q._ .... ~::, <{ ::, In Q._ ~ , <,.;_' ~-. .. . ,· .. . -_-c __ EXISTING ALLEN BRADLEY BULLETIN 2100 CENTERLINE MCC >-·--~ --(20" DEEP) ~ BUSSED NO BUSS TROLLEY AND l I EVAPORATOR CRANE 40" 24'-2" - 20· -~o~ 30• ~I 20· I . 20· 20· 20· I 35• . I 35• 35T35_• r 3L 1_ 35• I __., 1 -1 CORNER -c--,17 SECTION I SF-1 SPACE ,c ,C SPACE POWER MONITOR SP-1 SPACE AC AC SCRUBBER C.B. □ M LP SP-2 SPACE SPACE SPACE PUMP No.1 PUMP No.1 SPACE SPACE LP C.B. VFD SOFT START LUG PUW' No.3 SECTION f'U\IP No.1 PUMP No.2 UPPER C.B. C.B. CL2 LP C.B. ISOL. ISOL. BLG. C.B. XFMR ISOL. XFMR XFMR XFMR . • _. 4 . . . . • , . .. . ~ ..... . . .. ' . . . . _· . . · . .. . . . . . ' . -.. .. . . . . .. . . . . . . -~ . -. • . . .. ·• .. . . .. . . . . . • .• • -, , . .. ~ . ' .. • . . ... -. ,. . .. . .. . : -.-. . . . . . . • MCC ELEVATION SCALE: 3/8"=1 '-o• M PUMP No.2 VFD _;4 . ; ;,_ ~ .. . .. ·• . . . . PUMP No.2 SOFT START . .. -. , ·-. ' . . " . . . . . ~ACE BUS ro~ 42~ •.1.c, JP~ PUMP No.3 PUMP VFD SOFT . . .. ·• . ' .-'\ . . .. • . . , . • . • . . . . .. r------------------------------~-~-------- I I I 200A ) 5P 3 .._ ___ ..... ...._ _______ _ GLXJJ..~ -----------------7 108A, 1250 FT. 'Id = 2.7% J I 20A 5P - No.3 START . . ·' . . . . • . . • . . . . . . . ~---,.-·--------------------------- I ~' \ ' \.. G,f<l!'i.lf.JD ~t.,T ~ICN ~-;..t, ~ ~~ ~ea ~ ~J peq.._-, ~I e"CT'!Z-ICAl-He,Je,Lefl~ ~-'\P.I. . ~-..____,,~~_--Jl,. ' ' ~ v1'fl,E? -i) ,-·d"e 'SE C,,.'f i-e,EO},;, 1(.oo1...$1<> w rr,> e:. ~ ov., r.i FA"" ,- f rto,~ CT I CJ N LUCS r------- 1 I ------- . . . . • ·.1 !lJ Aro, r 1,:,t..1 71:> ,: 1&.:: J ,.,. ~ ......,~ ~'4-: e~ l'uJ "'-'!' 1oo.X , ~· ..i ., 1 it,,.u ,.,.. CC>--_.- ~"""-~;4,,...-,.. c,-IJi-/'r T«s11" IJl-'Oe!1 '11-i-5 P'b~L.-OWU.J.:;. .::.0,-Jpl'!'lQJS;: ' ,---RATt DEVICES roR 42K A.I.C. I . LI i.Jt:>f. (,Z.vei.. ;i:. Co£. ¢., H I .... I Jc,, 1"1-1,,..,.;- t.. IMl"jtoP~~ P~ ..,....,.._..ic:~ ---------------------- \ 11~t ) J. 10 160QA BIJS, 480V, 3', 3W ------ 30A ) 20A ) 3Pl123P1\3 1 1 l'VNII FVNP. 1600/.. 3P ATS L __ _ r--- ~uGs I MCC ~I - - -----J \ -4-00A ) 3jjP 1a r-so 711 I Y 220 I LL mm .KV.A. J 250A PAD MOUNTED TR!ltlSFORMJ:R PER UTIU1'1 CO. R[QUIREll[NTS 3/4'C-1J3/0C ~....;~.a;:,...+ TO COLO WATER --z-:. 8' i'570 - - -., GRO ROOS IN GROUND wru I I 'c,,,r111~:J1.L. l't»Jei<-f"';L." ----------------~ --, J - ----DIGITAL lltTERING ----7 41 n MmRlAL, EQUll'MENT, AND WORK DESCR!PTIONS FOR DRAW!NGS E -2 AND E -3: ' -. 1. REMOVE AND REPLACE ALL COMPONENTS IN EXISTING VFD AND BYPASS SECTIONS INCLUDING VFD, CONTACTORS, SOFT START, RELAYS, SOCKETS, TIERMINAL STRIPS, FANS. ETC. EXISTING MCC STRUCTURE TO REMAIN. MOUNT CONTACTORS MAXIMUM OF ONE FOOT FROM BOTTOM OF PANEL SO THAT EXISTING POWER FEEDER CONDUCTORS TO THE PUMPS CAN BE RE-USED. MOUNT TERMINAL STRIP FOR FIELD CONTROLS NO MORE THAN 2' FROM BOTTOM OF CABINET SO EXISTING flELD CONTROL WIRING CAN BE RE-USED. REPLACE DOORS ON VFD AND BYPASS/CONTROLS SECTIONS. MOUNT NEW SWITCHES. VFD INTERFACE MODULE, AND INDICATOR LIGHTS BETWEEN 48" AND 66" FROM BASE OF PANEL. INSTALL MANUAL SPEED POTENTIOMETER FOR VFD. USE EXISTING ISOLATION TRANSFORMER. 2. CONNECT USING EXISTING FIELD CONDUCTORS, SEE ITEM 1. 3. CIRCUIT BREAKER SIZE AND TRIP SETTING SHALL BE ADJUSTED AS NECESSARY BASED ON EXISTING MOTOR DATA AND MOTOR MANUFACTURERS REQUIREMENTS. 4. INLINE FUSES TO PROTECT VFD. TYPE T. 5. INTERLOCKED ISOLATION CONTACTOR. 6. MOTOR OVERLOAD DEVICE. 7. REDUCED VCLTAGE SOLID STATE MOTOR CONTROLLER (SOFT START) WlTH SHUNTING CONTACTORS PER SPECIFICATION SECTION 16155. LOAD BANK 8. PHASE FAIL RELAY (SQUARE D 8430MPDV29 OR EQUAL). 9. MCC PROV!DE LINE REACTORS AND HARMONIC FILTER AS NECESSARY FOR HARMONIC SUPPRESSION. NOTE: OfqLY 1 PUMP SHALL BE OFF UNE AT A TIME FOR REMOVAL AND REPLACEMENT OF ASSOCIATED ELECTRICAL SWITCH GEAR AND CONTROLS. SEE SPECIAL CONSTRUCTION PROVISIONS FOR SEQUENCE OF WORK. f'ROVIDE TEMPORARY RELAY FOR "LOW SUCTION PRESSURE" FOR PROTECTION OF PUMPS No.2 AND No.3 DURING REMOVAL AND REPLACEMENT OF PUMP No. 1 ELECTRICAL ' SWITCH GEAR AND CONTROLS. AFTER COMPLETION OF REMOVAL AND REPLACEMENT OF PUMP No.1 ELECTRICAL SWITCH GEAR AND CONTROL REMOVE TEMPORARY RELAY, BEGIN WORK ON NEXT PUMP PANEL. L------------------7 70A 3P ) 40~~r) 2245A QD-·--, _:: J ~:a J37 1~2201 -._ If) LL _. i•A. J L-------, (lYP.)@ /l (lYP.)G) ......--..:5:./ (TYP.) NOTE: SY CRAN£ SYSTOI SUPPLIER ~ ~ ,-------, I lOA 130A 3P l 3P 130A I 1 8~0£ : 1/4 2 : -____ _, ........... .48A 3.4A 14.« 11-02 H-02 E\IA.P-02 BASE DRAWING FROM SHEET E-4 BY DUDEK AND ASSOCIATES, MAERKLE PUMP STATION AND DISINFECTION FACILITIES, 1992. 7 LCP t 1"C-3f6, 1j10G T3 !IOKl'A 1%0/208V, 3-, 4W tC-5#1, 116G 100A) 3P _, .. 42A - ·-... I I I L _________ .J AVAILABLE fAllll CURREN'!= 30,000A 5,500A IIOTOR CONTfilEUTION = TOTAL FAULT CURR(NT " 35,500A 100A 3P ---------cir.:.:> 18A 120/2Dt!V. JIJ. 4W 3/4"C-3fB,1#10G ,..------, 130A 1 3P 1 50A 3P 130A I e~ &:" ____ _, __ .'8A 3.U. 14.4A H-01 H-01 EVAP-01 fit CRAlot S'iSi!l,i SUPPUER -IICC-2 AT UPPER CHID~IN,.11oN 8UIU)INC LOAD CALCULATIONS PUWf MOTOR LOAD = 551A UGHTINC LO-'D (INCLUDES LCL) = 163A OTH(R LOAD HVAC = '°" IIISC[i.i..ANEOUS LOADS ,. 221A TOTAi. LOAD = 935A A/C 11 A 19.6~ sr-01 UAC-01 ll'l ... '"' Ii .. .., LCP A/C 19.6 77A UAC-02 CS-01 1,110 "' I I: VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY KRIEGER ~TEWART M2 SOFT START INCORPORATED .SS02 Universlly Alie. • Riverside. CA. 92501 · 851-684-6900 APPROVED BY,4-:r'f:.~~~~~~----=- REGISTERED M2 SOFT START 175.t.) 3P --J..._,-..f ,, 120/20.v. :,,o, -ow M1 dlD (TYP.) 0___.._, -~ MECHANICAL 1 1 INTERLOCK {lYP.) I (TYP.) 9 I ---------------- @(TYP.) 10JA I -----....1 "" C-1Dt 11A P-04 114 E-2 "AS BUil T"- P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---+----11---------------+---+---+---+-----,J\ ~ s=H8=EE=T :'..':\ =c=A=i=r.s=A=~=t=D~M~1~=TN~R~r~=IT~P=A=L=-'=\ =o=\ 1----1---+----------------+---l----+---+---I IMPROVEMENT PLANS FOR: MAERKLE PUMP STATION UPGRADE SINGLE LINE DIAGRAM AND MCC ELEVATION APPROVED: WILLIA~JL:UMMER /4.2,a{. • 7'.,. ~ ~,,...,_ '1-2(: -08 1----1---+----------------+---l----+---+---I DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-10 DATE OWN BY: JGS PROJECT NO. I DRAWING N5l, ~~~ ~~: ~~ 5009-B • _ 457-5B DA lE INITIAL ENGINEER OF WORK • REVISION DESCRIPTION DA lE INITIAL DAlE INlllAL OTHER APPROVAL CITY APPROVAL -· ;: -~ " • • er£~---. ar~----- r .. I -"-; ~ ~ ;s -; 7 1 "; ~ 7 ~ ,,..---; 7 - I I( I I I( I I I 11 I I 11 I I I It I I 11 I I ~ : l :c.-~ >1 : : :a~>1 I 11 I I It I I I PSL O I A I I I 02A I I I I I PEi I-Cl) _ _: ~ I IRS I-Cl) -.-...-.... I I I 9 I I I I I I I 1---CJ........., ) ASt--rn~-) ¼K.> PSL-03 NOTE: PSL-02 ~ BASE DRAWING FROM SHEET E-5 BY DUDEK AND ASSOCIATES, MAERKLE PUMP STATION AND DISINFECTION FACILITIES, 1992. IS - ::-80 J._-,; ~' INCORPORATED / - INTO RACK I 1-2" c.o. (TELEPHONt1-,, / TO ROOF MOUNTED "-."-.__ YAGI ANiENNA , ""f. I C]Q:) INCORPORATE.o INTO RACK -I a.. u CI. ----,, / 14'-0" MIN. LIGHTING TIMI:. CLOCK Pl-5 ...., .... \ \ \ \ [J \ -\ - ATS \ \ llTR/ U/G MAIN MCC 0 0 \ \ 0 \ 0 SUSSED CORN(R SECTION / EXISTING MCC LINEUP ---Cl!>- Pl-29 ., MCC DAY TANK LOCATCTJ ON NORTH WALL POWER PLAN -'--- VERIFY SCALES NOTES: rn 2. OV[Rll[AD CRANE RAIL -CTI r-LOAD BANK (360 KW) LIQtJID SW:TCHOVER SYSTEM 600KW Ol(SEL GENERATOR WATER JACKET HEATER INCORPORATED INTO CONDUIT NO. 59 BLOCK HEA T£R INCORPORATED INTO CONDUIT NO_ !':i9 ROOF MOUNTED BATT(RY CHARGER LOCATED IN AJ.S. tvAP- 01 EF01 ~ <:]I::) P\-7 IS fJ_-----SCRUBBER CONTROLS .......__J{s IS L;!L-__ ..., ·-~-~.,••~-1-1.F "'I~ -ro.-.rll' [L(CTRICAL CONTRACTOR TO COORblNATt FEED POfNT TO CAAN[ SYST(M BEFORE ROUGH-IN CONDUITS SHAU BE ROUTED TO MCC TO AVOID PIPING AND FOUNDATIONS. ROOr t,IOUNTED EXHAUST F,t.H WITH 3DA, IP DISCONNECT . PROVIDE~ ENCLOSURE (SAME AS CP-1) FOR ruTUR( T[U:M[TRY Ir. a"A-TYP. ~ 8 I,.:. ~10.JE '----INTRUSION SWITCH CONCEAL 111 JAME, TYP. ----· ------ All EXT£RIOR CONDUIT AKll CONDUIT INTERIOR TO CL2 ROOMS SHIJ.L 8[ P.V.C. JACKETED RIGID STEEL CON DU Ir E.NTR'/ INTD CLZ. ROOMS 6HAll BE ~L€0 hJ!J"j.j EYS :>EAL. ALL CONDUIT TO B[ RGS A1..1., e.x-ru 10!!-Sw 1-rc H~"'.. _ SH.0-1.',-I?;,~ Wi=Ai;-1.r!i<,!'~ ~1"Tk ·,=:1.,.1P•v' Co.Jf!:-fl.. "AS BUil T" rn All ExPOseD CDNDlJ/T .!.HAI..L St: t-10UNTtD ON OR AD.JA::e:NT 'It> C£4LI 1-lC,S. P.E, __ _ EXP. __ _ REVIEWED BY: INSPECTOR E-3 DATE DATE fSHml I CARLSBAD MUNICIPAL I I SH1EOETS I t===t==:=====================~t==j===:t===t===: LU WATER DISTRICT . 1----+---+-------------+----l------+---I-----.I IMPROVEMENT PLANS FOR: MAERKLE PUMP STATION UPGRADE N.4P STATION BUILDING POWER PLAN BAR IS ONE INCH ON ORIGINAL DRAWING 0 . 1, n '-'1.\ I SH .,_ ,.,.. "'~ I• co Apo A AT£ D APPROVED: WILLIAM:>?;'PLUMMER ~ Ill 62210 S; l---+---+--------------+---+--+--1-----1 ~ ; ~~-.. l '1-'2~ -08 •· hp. hll-11:1 R02 uo1~~1ty ,.,._. 01ve,s1••· CA. t2so1 . o51-0M-o9oo 1-----+---+--------------1----1-----1---l--~ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-10 DATE } L-------• --""""'""""'"""""""""""""""""· _________ ....,,.....,.,,...""""'"'"~---s::•-·""--'""'-·""'· ~~------·---"':""'"""""""'""""""""'-~-"'!""~~;~~i~oT:;~H;:!;:1;:~~:;:;:1tu;J;t;!;;;;;;ci;;vl1.;;:::;:d:::~:~~~~s~v~E~~~D~8Y~Et~~l~1~~~~!iJ;_1_-_f:;. -,~-----~---~-!E:~:::::;R;OF;1N;1:0;A~2K ;;;;;;;;;;~R;E;V;IS;IO;N;;;DE;S~C;R~IP:;T~IO~N~:;;;;;;;;;[~o~~~~~APP~~:-0~1:~:~~~:~~~;.~PP~~-0~~~-.;~~J,~-~2~~~~o~Bi~~~; ~~~:~-~'~;;;;;:P~;~~~~~.~-T;~~N~~-;;; •• ;; .. ~1 __ 0 ~;~~~;~ 1 ~~G5§NB~o.~ ) . • 1 t lo., ~ ro ISOLATION TRANSFORMER 11 11 / SOFT_ STARTER M2 • M4 r----, r----, ---~'-ti l I ttt----,1--, -, : 1 I I • 1 I I I . I I --+-1---1r j • ••,-.....,•-~ --•--1-------' I I I i i II : -I II I I II I ,_ I ,1 I ~-I •• I ---L-,--J _ L-,--J -~-•,-: MECHANICAL~ : ,-~----------...l INTERLOCK -------~ : . (lYP.) l I. ~---~ I I r I CB --1----1 PFR __ , __ _ (SS) I I FUSE r _ _.__, r--'--1 L-{[]}-i---' --j' t I I I +f-'i---+-,,---:--<>--' -, .. , , .. , I J3- f\JSE : " : VF D ,__ ____ .,. ,' _, .. _:1----------41---'---0-' 1 5 0 I L--------1:_Dl---iiH. , : ; • [ 1 ! FUSE • ., • , 'I , rv -L----rr:::JJ---!-, -!.,I---',--! 1-----... , -----1, """""":----◄-,>-• ~ L----J L----J M1 ~ DOOR MOUNTED SPEED ..,.; I I 4-20ma INPUT SPEED SIGNAL POT (INPUT SPEED SIGNAL:"°"' FROM EXIST. RTU IN VFD AUTO IN VFO HANO MODE) MODE I ] I • • • ••• 480/120V • • • . . . 480/120V - TC H ;1----1 SF ,___ SUCTION FAN(S) TH @ Lj I---_ PANEL STRIP -HEATERS ~E II I - - 0 ----0 \ I PCR ---;:..l--9>-IW/D---------;J :1------+----l BR " .. VFDR 0 OFF (CP-1 YIC-101) •• ~· ~T~01--R-------1 0 " BR " .. VFDR ... ~· ..,__,~ BYPASS I VFD o---~-------------- BH A -0-- e- -©--e- ©- ®- --i :---------< e- SSFR BA POWER ON BYPASS HAND VFD HAND BYPASS AUTOMATIC VFD AUTOMATIC BYPASS RELAY VFD RELAY PUMP RUN RELAY -G ,.. t I PUMP RUN .. I ~ ~l----+--Q.....-1. LIGHT -- ---------------------,'' _r,:;:;;-,___, ELAPSED TIME '' ~ METER MTA OLR •• '. .. , -< I PFA LFR LOPR LSR PLCF e--t------,i-i'"F-----,:1+--➔F--,i,'f-"--:1-'-f-'"--:1-'-f-'"--;1',f-'"--, PCR PUMP CONDITION I'll qo ._, roo ••• RELAY VFDH ' ' II t--------11------__,,__ ________ -IQ.._ ON DELAY TIMER i;:::;J 0-60 SEC. VFDA " o I K-- T.C. ®- r---------------, t---------9 vrn MOTOR PROTECTION--------.. r,;;')' :--------------\--_ ~VFDF ~ 6-----------'-1"1-----------< " VFD FAIL -@- CONTACT R -©"---ss, --------------1"1---------------1 " SOFT START -----0 0- FAIL CONTACT R - O.L -------------+---1"i----.---------" --e- R - PRR ------------1"1----------" RESET -----0 -0--- --1---<.LI..D-7 CLOSES ON OOT2 LOW FLOW_ @-O);;!!. -L - T.C. rs LFR (AT CHECKVALVE) " R .. - ----0 . ,u ' " SEE UPPER RIGHT FOR CONnNUATION ,u VFD START VFD FAIL RELAY VFD FAIL LIGHT SOFT START FAIL RELAY SOFT START FAIL LIGHT OVERLOAD RELAY OVERLOAD LIGHT ON DELAY TIMER No.3 0-120 SEC. LOW FLOW RELAY LOW FLOW LIGHT TO .r::::YIC-101 ~ND TO _r:::YIC-101 ~o )::(lYP.) TO Pftl1c-101 ~~UMP RUN l#r.TO YIC-101 DR ~t FD FAIL TO J_50)RYIC-101 ~ Low FL ow - SEE BELOW LEFT FOR CONTINUATION DISCHARGE PRES SU RE SWITCH ,, ODT2 ICLOSE-A'il & ___ ,_____ §--------@+---1 '1--i'M-------ILDPR LOW DISCHARGE ~ I 65, PSI ,-PRESSURE RELAY T.C. ~ND BUOWJ I CLOSE AT I & !OlL__J 'l-----l'-!5<1---+-----1 ---1---------~, ,_ ODT3 I 150 PSI I ~Q_ ABO'!fj OOT3 t---------0--.._c>------------Q...--l R ,__ J;: - T.C. ---o CLOSES ON LOW ~CTION ~>-i_5<1-------i-------l & PS LSR ---------1"1--------+--<<.---t " ----0 R CLOSES ON FAILURE PLC ----•~ & ON DELAY TIMER 0-60 SEC. HIGH PRESSURE DISCHARGE TIMER LOW SUCTION RELAY (PUMP No. 1 ONLY) LOW SUCTION LIGHT PLC FAIL PLCF 6---------!"l--------+--<;~2.----{ R ,__ PLC FAIL '' _..,; LIGHT ~------, ___ ____.!TEIIPERATURE! ... ---I I CONTROL ... , ----------- lMODULE (TCM)l . L--~r-1 ___ J : TEMPERATURE _ PROBES IN MOTOR ' ' ~TC~ HIGH MOTOR TEMP. .. II TIME DELAY 0-60 TO ~ YIC-101 ..LLOPP ~low DISCHARGE PRESSURE TO YIC-101 T4 ~~IGH DISCHARGE PRESSURE J60) TO TO LLSRYIC-101 ~PUMP ~) ~ lOW SUCTION PRESSURE TO ~PUMP No.2 c TO ~PUMP c ' & SEC. SET AT 5 SEC. IITD & ~ T.C. MTA " -R II -----0 VFDR SSFR PCR 0--. .. ' .. ' . .. , ~-., PF II R II ®-,--7 -----0 -e-" fHASE° FAILJ LR8AY _J PFA " -R II - PRR ---0 ... -•• - BH " II e- BA ------111,__ ____ _., II Ml . . M3 . .. A~ .. @-- T.C. 0- {ID-- \/FD M2 M4 t-------!"i------1.i''I'-"---~•· ·F---------11 "'" ... -0- -0- PUMP CONTROL DIAGRAM (TYPICAL OF PUMPS No.1, No.2, AND No.3) LOCATED IN THE VFD/SOFT START SECTION @([j)@@ VERIFY SCALES HIGH MOTOR TEMP. AUXILIARY RELAY ~(lYP.) HIGH MOTOR TEMP. LIGHT .st-TO YIC-101 PUMP FAIL ~~UMP FAIL PUMP FAIL LIGHT PHASE FAIL AUX. RELAY PHASE FAIL LIGHT MOTOR SPACE HEATER ON DELAY TIMER 0-60 SEC. M2 CONTACTOR M4 CONTACTOR SO FT STARTER M1 CONTACTOR M3 CONTACTOR No.3 No.4 HOA 0 BYPASS VFD 0 RESET 0 RUN ~ PUMP FAIL ~ VFD FAIL ~ OVERLOAD ~ LOW FLOW ~ LOW SUCTION PRESSURE ~ C.B. HANDLE □ □ HIGH MOTOR TEMP ~ PLC FAIL ~ PHASE FAIL ~ seer HIGH DISCHARGE POWER ON START FAIL PRESSURE ~ ~ ~ ~-________ J\,~-----------'- SOFT START PANEL DOOR LAYOUT N.T.S. MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS FOR SHEET E-4: 1. MULTIPLE CONTACT HOA SWITCH FOR "AUTO" AND "HAND" POSITION SIGNALS TO PLC AND VFD. 2. CONTACT FROM EXISTING DISTRICT PLC (YIC-101). CONTRACTOR TO VERIFY PROPER OPERATION OF START/STOP SIGNAL. :5. CONTACT(S) FROM VFD CONTROLLER FOR VFD "RUN". VFD "RUN" CONTACTS TO BE GENERATED FOR VFD OPERATION IN "AUTO" AND "HAND" MODES . 4. VARIABLE FREQUENCY DRIVE PROTECTION FEATURES PER SPECIFICATION. 5. CONTACT FROM VFD FOR VFD FAIL CONDITION. 6. CONTACT FROM SOFT STARTER FOR SOFT STARTER FAIL CONDITION. 7. MOTOR TEMPERATURE CONTROL MODULE BY TEMPERATURE SENSOR MANUFACTURER. 8. NORMALLY OPEN, CLOSE ON HIGH TEMPERATURE. 9. PHASE FAIL RELAY SQUARE D TYPE 8430MPDV29 OR EQUAL. 10. VFD SHALL BE MOUNTED IN LEFT CABINET AND THE SOFT STARTER, CONTACTORS. RELAY. SELECTOR SWITCHES, LIGHTS, AND ETM MOUNTED IN THE RIGHT CABINET, MOUNT VFD INTERFACE MODULE AND MANUAL SPEED POTENTIOMETER ON VFD PANEL DOOR. 11. ALL SELECTOR SWITCHES, PUSH BUTTONS, AND LIGHTS SHALL BE HEAVY DUlY, NEMA 4/13. LIGHTS SHALL BE PUSH-TO-TEST lYPE. 12. MANUFACTURER SHALL SUBMIT PANEL LAYOUT DRAWINGS SHOWING ALL INTERIOR AND EXTERIOR COMPONENTS FOR DISTRICT'S REVIEW AND APPROVAL PRIOR TO FABRICATION. PANEL DOOR LAYOUT DRAWING SHALL SHOW LOCATION OF ALL DOOR MOUNTED DEVICES, {E.G. OPERATOR INTERFACE, SWITCHES, PUSH BUTTONS, LIGHTS, AND NAME PLATES. DOOR MOUNTED DEVICES TO BE LOCATED BETWEEN 48" AND 66" FROM BOTTOM OF PANEL. 13. PLC (YIC-101) PROVIDES 4-20MA SIGNAL TO VFD TO CONTROL PUMP SPEED WHEN IN AUTO. A 4-20MA "SPEED REPORTBACK" (RPM) SIGNAL FROM VFD SHALL BE SENT TO PLC (YIC-101). CONTRACTOR TO vtRIFY PROPER CONNECTION. 14. EXISTING WIRE NUMBER TO OR FROM PLC OR FIELD DEVICE, {f). CONTRACTOR TO FIELD VERIFY EXISTING WIRING TERMINATIONS AND NUMBERING AND INCLUDE SAME IN SHOP DRAWINGS AND ON AS-BUILT DRAWINGS. E-4 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE [sHml CAl(lSBAD MUNICIPAL [SHmsl 1----1---+-----------+---+--+--+----1 L!Q_J WATER DISTRICT L!Q_j ;:IM:::::PR::::O=VEMEN::::,:::::::::::::T =P:::LAN==s =F==o==R=-=======-==::::::::: MAERKLE PUMP STATION UPGRADE PUMP CONTROL DIAGRAMS ·-