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Home My WebLink AboutW_5393_SCITY OF COSTA MESA P.o.c,F1c PROJECT LOCATION JOHN WAYNE AIRPORT VICINITY MAP NOTTO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE @ STORM DRAIN MANHOLE BC BEGIN CURVE BCR BEGIN CURVE RETURN DO:I FIRE HYDRANT BVC BEGIN VERTICAL CURVE BLK BLOCK ml WATER METER BYP BYPASS PIPE lW STREET LIGHT PULL BOX CATV CABLE TV llID TRAFFIC SIGNAL PULL BOX CITY CITY OF NEWPORT BEACH Cl CAST IRON PIPE ~ STREET LIGHT 'i CENTERLINE CNB CITY OF NEWPORT BEACH @ WATER VALVE CL CLASS CLR CLEAR ('-GUY WIRE C&G CURB AND GUTTER A SURVEY MONUMENT D DRAIN PIPE p SIGN DI DUCTILE IRON PIPE DISCH DISCHARGE PIPE ® VAULT VENT E EAST/ELECTRIC e TREE EC END CURVE ECR END CURVE RETURN ial IRRIGATION CONTROL VALVE EVC END VERTICAL CURVE l!l!I CABLE TV PULL BOX EXIST EXISTING ~ CORING LOCATION FLG FLANGE FE FLANGED END ® ELECTRICAL MANHOLE Fl FLOW LINE FM FORCE MAIN [!] ELECTRICAL PULL BOX G GAS ~.!'.LL.::'./ LLCL~ BUILDING GV GATE VALVE EXISTING CONSTRUCTION GB GRADE BREAK ---- GE GROOVED END -----PROPERTY LINE GPM GALLONS PER MINUTE NEW CONSTRUCTION HP HORSE POWER ---it---CENTERLINE IP&T IRON PIPE AND TAG ----s----SEWER LINE LT LEFT -----w-----WATER LINE MAX MAXIMUM ---G-- -GAS LINE MJ MECHANICAL JOINT MIN MINIMUM --E--ELECTRICAL LINE NG NATURAL GROUND --T--TELEPHONE LINE N NORTH -CATV-CABLEVISION LINE NTS NOTTO SCALE NO NUMBER --SP--SPRINKLER SYSTEM OG ORIGINAL GROUND -x-x-x-FENCE PE PLAIN END BLOCKWALL PROP PROPOSED PB PULL BOX I ' RCP RET RT s SCH sea SMH SHT SW SCE SQ STL sue T V w WI RECORD DRAWINGS These Record Drawings hove been prepared based on informatlon submitted. In part. by others. WMe this Information le believed to be reliable, City of Newport Beach is not responsfble for Its accuracy, nor for errors or omlsalona which may hove been Incorporated Into these plans as a result. PUBLIC WORKS DEPARTMENT REINFORCED CONCRETE PIPE RETAINING RIGHT SEWER, SOUTH SCHEDULE SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTHERN CALIFORNIA EDISON SQUARE STEEL SUCTION PIPE TELEPHONE VOLTS WEST/WATER WITH HILLSBOROUGH PUMP STATION REHAB CONTRACT 1 NO. C-8758-2 PROJECT NO. 21W01 ~ APPROVED: ------"'----'-<""l,.L-__,JL.::c"'-------1..L:."""'--t-r---------- WORKS DIRECTOR APPROVED: )AMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER '--/ LOCATION MAP NOTTO SCALE DATE: DATE: I I PLAN NORTH LEGEND: ,---7 CONTRACTOR ACCESS ROUTE 1 1 WORK AREA LIMITS L ___ J GENERAL NOTES 1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR BEFORE FABRICATION AND INSTALLATION. 2. WHERE CONNECTING TO EXISTING PIPING, THE LEVEL AND DIAMETER OF THE EXISTING PIPING SHALL BE CONFIRMED BY THE CONTRACTOR, PRIOR TO CONNECTION. 3. ALL FLANGES SHALL BE IN ACCORDANCE WITH CAST IRON CLASS 250. 4. ALL FLANGE BOLT SETS SHALL BE 316 STAINLESS STEEL. 5. DIMENSIONS ARE IN FEET UNLESS SHOWN OTHERWISE. 6. PUMP AND MOTOR ACCESS SHALL BE USING EXISTING ROOF ACCESS HATCH. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUil T INFORMATION ON A SET OF RECORD DRAWINGS AVAILABLE TO THE CITY AT ALL TIMES. AS-BUILT DRAWINGS ARE REQUIRED PRIOR TO ISSUANCE OF FINAL PAYMENT. 8. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY THE CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY THE CITY. 10. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 11. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 12. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 13. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 14. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 15. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY NIGHT CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (949) 644-3717 TIME WARNER CABLE COX COMMUNICATIONS SHEET INDEX INDEX OF DRAWINGS DISCIPLINE DRAWING DRAWING TITLE 100% CODE NUMBER GENERAL G G-01 TITLE SHEET, INDEX OF DRAWINGS AND MAPS X G G-02 LEGEND, SYMBOLS AND ABBREVIATIONS X DEMOLITION D D-01 DEMOLITION PLAN AND SECTION X MECHANICAL M M-01 MECHANICAL PLAN AND SECTION X ELECTRICAL E E-01 ELECTRICAL LEGENDS AND SYMBOLS X E E-02 ELECTRICAL ABBREVIATIONS X E E-03 ELECTRICAL POWER AND CONTROL PLAN X E E-04 ELECTRICAL LIGHTING DIAGRAM X E E-05 POWER ONE LINE DIAGRAM X E E-06 CONTROL SCHEMATIC X E E-07 ELECTRICAL DETAILS X C-8758-2 ~ t------------------"T""-----------------------------'T"""------------------------------r-==~==~--r-==~==~--+==~==~-"T"""-------------------------t~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 9 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG Brown AND Caldwell MARK VUKOJEVIC, P.E. DIRECTOR UTILITIES DEPARTMENT DATE: _______ _ RI, P.E. ASSI ENGINEER PUBLIC WORKS DEPARTMENT DATE:_l_-_lc:y_-_Z._'3 __ GA, P.E. SENIOR CIVI GINEER PUBLIC WORKS DEPARTMENT DATE:_~~--.,~--1 HILLSBOROUGH PUMP STATION REHAB TITLE SHEET, INDEX OF DRAWINGS AND MAPS '-? "' N ~ ~ ~ G-01 Ki ~ N CITY OF NEWPORT BEACH W-5393-S 1 1---------1., PUBLIC WORKS DEPARTMENT SHEET 1 OF 11 9 '--------------------------------------------------------------'-----------------------------------------"------------------------------------------------------------0 CROSS REFERENCING SYSTEM NOTATIONS MISCELLANEOUS NOTES TYPICAL DETAIL NUMBER SECTION NUMBER TO BE NUMBERED SEQUENTIALLY THROUGHOUT ENTIRE DISCIPLINE DRAWING WHERE SECTIONIS CUT DETAIL LETTER TO BE LETTERED SEQUENTIALLY THROUGHOUT ENTIRE DISCIPLINE 1. THE NOTE IN THE TITLEBLOCK OF THIS DRAWING WHICH READS "TWO INCHES AT FULL SCALE" APPEARS ON DRAWINGSFOR IDENTIFICATION OF SCALE DISTORTIONS ON HALF SIZE DRAWINGS AND DRAWING REPRODUCTIONS. IT SHALL MEANTHAT THE DRAWING IS FULL SIZE AND THE DRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS LINE IS TWOINCHES. IF THE LENGTH IS OTHER THAN TWO INCHES, DRAWING SCALES MUST BE ADJUSTED ACCORDINGLY. 2. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN MATERIAL TYPE. MATERIAL TYPES, IF KNOWN, APPEAROUTSIDE THE PIPING CALLOUT BUBBLE, AND MAY NOT BE THE SAME MATERIAL TYPES SPECIFIED FOR NEW PIPING. 3. ABBREVIATIONS USED IN THIS CONTRACT DOCUMENT CONFORM TO ANSI Y1.1, UNLESS NOTED OTHERWISE ONDRAWINGS. 4. ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTORS WORK WHETHER SPECIFICALLY REFERENCED OR NOT. 5. SEE FRONT END SHEETS FOR EACH DISCIPLINES STANDARD SYMBOLS, ETC. G-00 DISCIPLINE SEQUENTIAL NUMBER DRAWING WHERE DETAILIS CALLED DISCIPLINES ·G GENERAL ·D DEMOLITION ·M PROCESS/MECHANICAL ·E ELECTRICAL ·I INSTRUMENTATION TRUE NORTH 1. PLAN TITLES: 2. SECTION TITLES: 3. DETAIL AND PHOTO TITLES: 3. TYPICAL DETAIL REFERENCE 4. TYPICAL DETAIL TITLES: REVISION CLOUD NORTH ARROW NEW/PROPOSED LINEWORK FUTURE LINEWORK PLANNORTH MATCH LINE SEE SHEET X-XX DRAWING WHERE DETAIL IS FOUND KEYNOTES ARE NUMBERED SEQUENTIALLY ON PAGE. (ORDER IS NOT RELEVANT TO IMPORTANCE AND MAY BE RANDOM.) 1'-9" 12.75' ALL NOTES SHALL HAVE A HEIGHT OF 0.1". IF NOTE IS MORE THAN 2" WIDE AND 2 LINES THEN MAKE IT A KEYNOTE. 2. EXISTING NOTES (WITH LEADERS) DIMENSIONS EXISTING LINEWORK X-003 BX-00 VIEW TITLES VIEW REFERENCE/CALLOUTS DETAIL LETTER TO BE LETTERED SEQUENTIALLYTHROUGHOUT ENTIREDISCIPLINE ROOM NAME ANDNUMBER SECTION NUMBER DRAWING WHERE SECTION IS FOUND 1. SECTION CUTS: 2. DETAIL CALLOUT A: BY CALLOUT: B: BY NOTE: "SEE DETAIL B/D-01" B IS DETAIL REFERENCE LETTER D-01 IS DRAWING WHERE DETAIL IS SHOWN 3. KEYNOTES 1. PROPOSED NOTES (WITH LEADERS) ALL EXISTING NOTES SHALL BE SCREENED. 100 ROOM NAME DECIMAL FEET (CIVIL) FEET AND INCHES DISCIPLINE CODE (SEE LISTING ON THIS DRAWING) S0321 TYPICAL DETAIL NUMBER DISCIPLINE CODE (SEE LISTING ON THIS DRAWING) SINGLE PLAN VIEW ON SHEET SHORT SECTIONS MAY SHOW CONTINUOUS WITHOUT A BREAK 1 RELOCATE AND REINSTALL MECHANICAL EQUIPMENT. EFFLUENT CHANNEL SCALE: 1/4" = 1'-0" PLAN TITLE SCALE: 1/4" = 1'-0" 1 X-00 SECTION TITLE SCALE: 1/4" = 1'-0" A X-00 DETAIL TITLE NTSS0321TYPICAL DETAIL TITLE REVISIONS REVISION TAG 1PIPING IDENTIFICATION SYSTEM PIPE SIZE PIPE SERVICE NEW/PROPOSED PIPING EXISTING PIPING (SEE NOTE 2) FUTURE PIPING SERVICE ABBREVIATIONS (SEELISTINGS ON THIS DRAWING) 6" DS 6" DS 6" DS PROPOSED EQUIPMENT DESIGNATOR EXISTING EQUIPMENT DESIGNATOR FUTURE EQUIPMENT DESIGNATOR EQUIPMENT DESIGNATORS WATER SURFACEELEVATION 5' - 0 " LEVELS, GRIDS AND ELEVATION INDICATORS 12'-0" 1 2 B A EL XXXX.XX FIRST FLOOR EL XXXX.XX FIRST FLOOR LEVEL INDICATOR LEFT LEVEL INDICATOR RIGHT SPOT ELEVATION LEFT SPOT ELEVATION RIGHT EL XXXX.XX TOC EL XXXX.XX TOC PIPE CENTERLINE ELEVATION LEFT PIPE CENTERLINE ELEVATION RIGHT 1'-9" 12.75' EXISTING DECIMAL FEET (CIVIL) EXISTING FEET AND INCHES CL EL XXXX.XX CL EL XXXX.XX LCP-001 LCP-001 LCP-001 SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 3 2 \ 1 5 7 3 2 3 - G - 0 2 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 2 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S DRAWING NUMBERING SYSTEM LEGEND, SYMBOLS AND ABBREVIATIONS 2 M. ALVAREZ A. RIVAS M. BRIGGS G-02 / / cf ~ ~ --- ---~ ~ I I cf 1\ I ~ ~ I --------I I 1--1-~ - ~ ~ I I 'v 7---+---- I I I I " ' / \ I I 1 • • I - ---V V ~ ) ) ) I A A ---~ I ,-----7 ) /L _____ _J ------ d ~~----~ I _J ~ ~ 1--~ I I I I I I L __ _j RECORD DRAWINGS These Record Drawings have been prepared based on lnformatlon submitted, In port, by others. While this infOl"motion is believed to be reliable, City of Newport 8-eoch is not responafbla for Its accuracy, nor for erron or omissions which may how been incorporated Into these plans as o result. ) "" '??,.Of ESS IQ~ ~ 'C)'llEN &_,?. ~ ~ -6 ~ le. 1£36183 Ul SJ Exp. 6-30-24 * * '%, CJV\'-~'>: ~ ():-CAI-I'<~ KEY NOTES: GENERAL NOTES: 1. DEMOLISH EXISTING 250 HP, 480V, 3-PHASE MOTOR,WIRING, AND ELECTRICAL APPURTENANCES. 2. DEMOLISH EXISTING 1500 GPM, VERTICAL TURBINE, 4STAGE PUMP. 3. DEMOLISH EXISTING 10-INCH CHECK VALVE, CLASS 250.REUSE EXISTING SUPPORTS. 4. DEMOLISH EXISTING 6-INCH PRESSURE RELIEF VALVE,CLASS 250. REUSE EXISTING SUPPORTS. 5. DEMOLISH EXISTING MOTOR STARTER, NEMA 5, WYEDELTA OPEN TRANSITION ALONG WITH ALL CONDUIT ANDWIRING ASSOCIATED ELECTRICAL APPURTENANCESWITHIN EXISTING PANEL. 1. DEMOLISH INCLUDES REMOVAL AND DISPOSAL OFFSITE.SEE SPEC 02 41 00. 2. PRIOR TO ANY DEMOLITION, CONTRACTOR TO COORDINATE A PRE-DEMOLITION WALK WITH CITY AND SUBMIT COMPLETE COORDINATION SCHEDULE, SHUT OFF AND CONTINUATION OF UTILITY SERVICES. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF NEW EQUIPMENT. PLANNORTH NTS 1 - SECTION NTS PLAN -1 6" CI (BYP)15" RCP (D) 8" CI (SUC) 6" DI (DISCH)10" DI (DISCH) 12" DI (DISCH) 6" DI (DISCH)10" DI (DISCH) 8" CI (SUC) 4" CI (D) 12" DI (DISCH) LEGEND: DEMOLITION 3 4 21 1 2 3 SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 3 5 0 4 9 5 \ 1 5 7 3 2 3 - D - 0 1 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S DEMOLITION PLAN AND SECTION 3 M. ALVAREZ A. RIVAS M. BRIGGS 5 D-01 I r:. ___ ..,,.,,,,.,.,=-,,"'«"'t'"""w-=:w'i!Z',,~iiil •·1.,...,...... ~ _, " ~ ' ·:. p .. ti> .• , ~ . .·: t,: . ,, .• 4';;.7 w n V / / ' ,• •·. , .. , '·. ' ,· ' n .. -~ I u "T' z.11t ---/,;------ ) ,{ • -~r l JA ·+~ -//// ' \ -///, ) ~ !!! ·01-----· . -,t ) - I , ,.._tll----crl!IE-5= (~✓ I I !l RECORD DRAWINGS These Record Drawings hove been prepc:ired based on Information S1Jbmftled, In pert, by other:;i, WhHc thf:s informat1on i3 believed to be rellablc, City of Newport Beach Is not responalble for Its accuracy, nor for errors or omissions which may have been incorporated Into these plans as o result. 0 KEY NOTES: GENERAL NOTES: 1. PROVIDE NEW 200 HP, 480V, 3-PHASE MOTOR. SEE SPEC43 05 21. 2. PROVIDE NEW 1500 GPM, VERTICAL TURBINE, 4-STAGEPUMP. SEE SPEC 43 23 61. 3. PROVIDE NEW 10-INCH CHECK VALVE, CLASS 250 WITHSTAINLESS STEEL TRIM. SEE SPEC 40 05 65. 4. PROVIDE NEW 6-INCH PRESSURE RELIEF VALVE, CLASS250 WITH STAINLESS STEEL TRIM. SEE SPEC 40 05 67. 36. 5. CONTRACTOR TO CLEAN EXISTING CAN AND RECOAT ASNEEDED PRIOR TO INSTALLATION OF NEW PUMP PERSPEC 43 23 61. 6. PROVIDE NEW 1-INCH AIR AND VACUUM RELIEF VALVE ASA UNIT ALONG WITH THE PUMP AND MOTOR. 7. PROVIDE NEW PRESSURE GAUGE 0-250 PSI WITH "T"HANDLE BRASS COCK. 1. ALL NEW VALVES SHALL BE SUPPORTED. 2. CONTRACTOR SHALL SUBMIT COMPLETE LAY DRAWINGSFOR CITY REVIEW PRIOR TO ANY VALVE INSTALLATION. 3. PROVIDE INCLUDES FURNISH AND INSTALL. 4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TOFABRICATION AND INSTALLATION OF NEW EQUIPMENT. 5. RESIZE ADJACENT PIPE SPOOL PIECES AS NEEDED TOACCOMMODATE NEW CHECK VALVE AND PRESSURERELIEF VALVE. PLANNORTH NTS 1 - SECTION NTS PLAN 8" CI (SUC) -1 12" DI (DISCH) 6" CI (BYP)15" RCP (D)4" CI (D) 8" CI (SUC) 6" DI (DISCH)10" DI (DISCH) 12" DI (DISCH) 6" DI (DISCH)10" DI (DISCH) 3 4 21 1 2 3 SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 1 \ 1 5 7 3 2 3 - M - 0 1 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S MECHANICAL PLAN AND SECTION 4 M. ALVAREZ A. RIVAS M. BRIGGS 5'-8"1'-5" 5 1'-8" 6' - 7 7 / 8 " REFER TO E-03 6 7 M-01 Replaced 6" Coupling & Spools Air Valve removed Replaced Tee Tee Replaced w Cross & Blind flange NE W P S NE W P S NE W P S NE W P S NE W P S NE W P S NE W P S NEW PS ( _, 11 I -· j & /\ a 19 ·' I I "' " -\1>' ·G' • "T' DRl\/'aWO.'! t ... ~Ji, I ~Ill ;, tp I , ~ ~ ,. ~ s, ~~ -."' ,. ' .. / '-~~ ' 311/&" s '-cr11 ,O u,{1 ll>1 1~¼·, 1eY2.~ 1'1-" ,2.· 1 JIJ-1 II½ 14-~ • I+• I r~" I ,~·· T~o" Ii!," ,, . ~ • ' ~ ~ " ) / " ·~ X?-\~ ,,\ I ~ I I ' '-.. I . ;, /rO /I I I I I I O O I .J.. ~"r-K~ Y.~ I A ( 1': 't.--11= ~~-~ . ~ n:-~-----I :,I.'.\ I -.. n -~ ,+ :' ,4.~ -":< • •;; :, ~\._ __J ':A r~ --lt:.=·=:i; -·-- ~- ' ~ r • w '" I ~ \ . ----·1t:=1=:u----£.. --C\. 'N ~• --,-.,.,,_ 0 0 --~ , ·:i: -"-.::: ~ :a ' ~ ·~ .. -X: ' .. ,_y ~ . Tii't-. I '-.._/ IO --,, ~ I ,, " I\. ' / ,a,•c7'>j · .. 'II 'I..,.' -V " I :\ "f!'f·--- / sn·I ,-s;• 'll .. ~ ~;, r-.-,· \'5¾" "T • ' I'--~ ' I ~'\_ G ~ ·~~-. ··Oo -I • .. ' ·o ' )-I ~ . -' r ) ~Sli,00 R:. ' \ \ O'IIU~.iW. ~'" ' ?,,~@.. -c~ a,o~6 .,_"\I ~of --1 I ~ -~ --v ·-~ J ~ -- o~ .... -.... <,,. ~ w w ~ n n ' ~w : ,rC, V I ~ ,-, ,{ ) . I ~ ] --c .. 1 . . " --r ·+~ • ~ • 1 _j \. 1 '-', ~~ • ' . . ' --....._ . I ~ . -. -l ,.. ') I .... e c:. '&, [,,., -~; :',,,,.;;: ---LaY~-:U:.t' w,,,., ~ ._ .. .....,,,......, . •1 ,;,:;:" .. _'.";·~•.?@---.-: ~:;-'.\: ¼://;;~.L;_ -,I . -----. -·.·+: -j :< .. ;,.: ~ . .. ., b·•01·:~:v'•; 7(. I ,r.' -l>·:·j ~-~' •M o/ , ......... . . ; • ;.· ~ i> .• , ·•./~':-> ,.,::,;.:_i;*:. • .. .. . -~: :, · :. •. ~ ', ::_ •:. ~ ~· -'• ' ' ·' .J> . !.:I / ·,i ·µg :w ... . \. ''.:. ' ., -• .. . -:·· 19 .. . ~ ' :':•: ;·'. •. -,., " ... .. ". ' I " ; ... I ,. . ... ;,;:;; ' ·.,' ,I . -' ,: ..... V-0 .. '.•,: -7l .. , ·.-._._: " ••'• -" .. ' -u 1;. '·' ... . , .. '•'.• -/ j ., " " .. · .. .. '. ·,. ~· ·.:·'.·-~ " ( -:. " . , .. • ... ·. :·.:· . .....__.,, I I RECORD DRAWINGS These RecOl"d Drawings hove been prepared based on Information submitted, fn port, by others. While this lnfom,otion Is believed to be reliable, City of Newport Beach is not responelble for its accuracy, nor for errors or omissions which may how been incorporated Into these plans as o result . 0 1. SYMBOLS AND ABBREVIATION DRAWINGS ARE GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS. 2. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR CONVENIENCE ONLY; SYMBOLS MAY BE USED ON ANY OF THE CONTRACT DRAWINGS. 3. IDENTIFICATIONS (ID), SIZES, RATINGS, LOCATIONS AND SIMILAR INFORMATION SHOWN ASSOCIATED WITH SYMBOLS ARE OPTIONAL; EXAMPLES OF SUCH INFORMATION ARE SHOWN WITH SOME SYMBOLS FOR CLARITY. 4. JUNCTION BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC. 5. THE ELECTRICAL DRAWINGS USE THE ONE LINE DIAGRAMS, AND PANEL SCHEDULES IN CONJUNCTION WITH SHOWING THE LOCATION OF THE ELECTRICAL/INSTRUMENTATION SOURCES AND LOADS/DEVICES ON THE PLAN DRAWINGS TO DEPICT THE WORK. THE CONTRACTOR SHALL USE THESE DOCUMENTS TO DETERMINE AND PROVIDE THE NECESSARY RACEWAY AND WIRING SYSTEM FOR EACH CIRCUIT. ALL INDOOR RACEWAY IN EXISTING BUILDING SHALL BE RUN EXPOSED, UNLESS OTHERWISE NOTED. THE TYPE OF RACEWAY AND WIRE USED SHALL BE AS SPECIFIED. CORE DRILL THROUGH EXISTING WALLS AS NEEDED. 6. IF EQUIPMENT SUPPLIED BY MANUFACTURER HAS A LARGER LOAD THAN INDICATED ON THE SINGLE LINE DIAGRAM, THE CONSTRUCTION MANAGER SHALL BE NOTIFIED. THE CABLE, CONDUIT AND ELECTRICAL EQUIPMENT SHALL BE USED AS REQUIRED, TO ACCOMMODATE THE HIGHER VALUE. 7. THE LOCATION OF EXISTING PANELS SHOWN ON THE PLAN DRAWINGS ARE APPROXIMATE. THE ACTUAL LOCATION SHALL BE VERIFIED IN THE FIELD WITH THE CONSTRUCTION MANAGER . EQUIPMENT DESIGNATION (EXAMPLE) EQUIPMENT DESIGNATION (EXAMPLE) CONTROL DIAGRAM SYMBOLS WALL-MOUNTED DISTRIBUTION ASSEMBLY, SUCH AS PANELBOARD, MOTOR STARTER PANEL, OR TERMINAL CABINET HH1000 T HOME RUN EXPOSED - SEE PANELBOARD, SWITCHBOARD, OR MCC SCHEDULE FOR CIRCUIT INFORMATION FLOOR-STANDING DISTRIBUTION ASSEMBLY, SUCH AS A SWITCHBOARD, TRANSFORMER, OR MOTOR CONTROL CENTER 1200PBD1000-1,3,5 EXAMPLE: HOME TO PANELBOARD PBD-1900, CIRCUITS 1, 3, AND 5 HOME RUN CONCEALED - SEE PANELBOARD, SWITCHBOARD, OR MCC SCHEDULE FOR CIRCUIT INFORMATION. EXAMPLE: HOME TO PANELBOARD PBD-1900, CIRCUITS 1, 3, AND 5 GENERAL NOTES: APPROXIMATE SHAPE AND SCALE REPRESENTED WHERE POSSIBLE. HOWEVER, EXACT SIZE AND NUMBER OF SECTIONS IS ESTIMATED EQUIPMENT DESIGNATION (EXAMPLE) EQUIPMENT DESIGNATION (EXAMPLE) WALL-MOUNTED DISTRIBUTION ASSEMBLY, SUCH AS PANELBOARD, MOTOR STARTER PANEL, OR TERMINAL CABINET JB1000 TB1000 J JUNCTION BOX. OPTIONAL IDENTIFIER TERMINAL BOX. OPTIONAL IDENTIFIER FLOOR-STANDING DISTRIBUTION ASSEMBLY, SUCH AS A SWITCHBOARD, TRANSFORMER, OR MOTOR CONTROL CENTER HOME RUN CONCEALED - SEE PANELBOARD, SWITCHBOARD, OR MCC SCHEDULE FOR CIRCUIT INFORMATION CTS - 24VDC OR LESS CABLE TRAY MODIFIERS: CABLE TRAY WITH COVER MODIFIER, AS ABOVE CTC - 120V CONTROL CONDUCTORS CTP - 600V POWER CONDUCTORS RC RACEWAY TURNED DOWN RACEWAY IDENTIFIER RACEWAY EXPOSED RACEWAY TURNED TOWARD THE THE VIEWER CONDUIT CAPPED D - DATA C - CONTROL S - SIGNAL MODIFIERS FOR RACEWAY TYPE: F - FIBER OPTIC P - POWER H - POWER (ABOVE 600V) PC - POWER AND CONTROL WHEN TWO TRAY MODIFIERS IDENTIFY A SINGLE TRAY, THE CONTRACTOR MAY USE DIVIDER OR INSTALL SEPARATE TRAYS (CTC/CTS) RACEWAY CONCEALED DB DUCT BANK, DIRECT BURIED 1200MCC1000 1200PBD1000 DISTRIBUTION EQUIPMENT CABLE #4/0 AND LARGER SHALL NOT BE STACKED VERTICALLY DUCT BANK IDENTIFIER (OPTIONAL) CDB DUCT BANK, CONCRETE ENCASED OHE OVERHEAD POWER LINE GROUNDING RACEWAYS MANHOLE (MH), HANDHOLE (HH), PULLBOX (PB) DUCTBANK, REINFORCED CONCRETE ENCASED ONE LINE DIAGRAM SYMBOLS X - SPARE 1200P1000 DB1000 1200PBD1000-1,3,5 T SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 1 v 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL LEGENDS AND SYMBOLS 5 E. LOZANO J. RAMIREZ F. SHADAN D - DATA MODIFIER C - CONTROL S - SIGNAL MODIFIERS FOR CABLE TYPE INCLUDE: NOTE: AREA IDENTIFIER 1200P1000-A F - FIBER OPTIC P - POWER H - POWER (ABOVE 600V) PC - POWER AND CONTROL SUFFIX: A - LETTER TO CREATE UNIQUE ID X - SPARE SEQUENTIAL NUMBER OF EQUIPMENT SUFFIX TYPE, EXOTHERMIC. SEE SPECIFIC G GROUNDING CONDUCTOR GROUND ROD WITH GROUND WELL GROUND ROD GROUND CONNECTION, COMPRESSION GROUND CONNECTION TYPE, EXOTHERMIC. SEE SPECIFIC G GROUNDING CONDUCTOR GROUND ROD WITH GROUND WELL GROUND ROD GROUND CONNECTION, COMPRESSION GROUND CONNECTION GROUND CONNECTION TO STRUCTURAL REINFORCEMENT LIGHTNING ROD/AIR TERMINAL WH T H M F MOTOR STARTER, INDIVIDUAL. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASSEMBLY DISCONNECT SWITCH, FUSED DISCONNECT SWITCH, NON-FUSED MOTORS AND EQUIPMENT COMBINATION MOTOR STARTER. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASSEMBLY HEATER WATER HEATER THERMOSTAT FIELD INSTRUMENT WH T H M F MOTOR STARTER, INDIVIDUAL. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASSEMBLY DISCONNECT SWITCH, FUSED COMBINATION MOTOR STARTER. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASSEMBLY HEATER WATER HEATER FIELD INSTRUMENT EQUIPMENT DESIGNATION LCP-0001 CONTROL PANEL, VFD, RVSS, APPROXIMATE SHAPE AND SCALE. 60 EXAMPLE: 60 AMP 100/2/80 EXAMPLE: 100 AMP, 2P, 80 AMP FUSES MOTOR LOCAL CONTROL STATION SV SOLENOID VALVE CIRCUIT IDENTIFICATION GENERAL CONNECTIONSTERMINAL POINT FOR EXTERNAL CONDUCTORS NOT CONNECTED CONDUCTORS CONNECTED EXISTING EQUIPMENT (SCREENED) A = AMBER G WR = GREEN = WHITE= RED B = BLUE INDICATING LIGHTS VOLTAGE TERMINAL SHOWNPUSH TO TEST. TEST L = LENS COLOR: INDICATING LIGHTS HS-XXXX HS-XXXX PUSHBUTTONS NORMALLY CLOSED NORMALLY OPEN HS-XXXX HEAD, EMERGENCY STOP, PUSHBUTTON WITH MUSHROOM PUSHBUTTON, MOMENTARY CONTACT, PUSHBUTTON, MOMENTARY CONTACT, L SELECTOR SWITCHES X = CONTACTS CLOSED2 POSITION MAINTAINED CONTACT 3 POSITION MAINTAINED CONTACT 2 POSITIONSPRING RETURNED TO RIGHT O = CONTACTS OPENED X = CONTACTS CLOSED O = CONTACTS OPEN O = CONTACTS OPENED X = CONTACTS CLOSED OX XO OX OXO XOO 1 2 1 2 H O A HS-XXXX HS-XXXX HS-XXXX CR = CONTROL RELAY L = LATCHU= UNLATCH CR2CR2 OL FUNCTION CONTROL RELAYS OVERLOAD RELAY OPERATING COIL (LINE)(LINE)OF RELAY COIL SHOWN (OPTIONAL)OUTPUT CONTACTS. LINE NUMBER CR 2 ON or OFF DELAYRANGE:SEC/MIN SET:SEC/MIN TIMING RELAYS OPERATING COIL INITIATINGVARIABLE FLOWFSFS OPENNORMALLY INPUT SWITCHES NORMALLYCLOSED PRESSURE LEVEL TEMPERATURE SPEED LS PS LS PS TSTS SSSS POSITION (LIMIT)ZSZS FORCE OR TORQUEWSWS 3TR NORMALLYOPEN CLOSEDNORMALLY OR TO OR DELAY ON COIL (ON DELAY)ENERGIZATION DELAY ON COIL (OFF DELAY)TC TC (LINE) TR3 OR OR (LINE) TO (LINE) TR3 (LINE) TR3 TR3 DE-ENERGIZATION TIMING RELAYS CONT. CONTACTORS C MF = MAIN OR LINE = FAST OR FORWARDOR GENERAL USE = CONTACTOR, LIGHTING = SECOND MAIN OR DELTA= FIRST MAIN OR WYE S = SLOW OR STARTR= RUN OR REVERSE MAIN CONTACTS 2M1M OPERATING COILS MAIN CONTACTS AIR BREAK, NEMA SIZE OPTIONAL MISCELLANEOUS VACUUM CONTACTOR, NEMA SIZE OPTIONAL. M SIZE 3 IC = ISOLATION CONTROL X ID ID SIZE INCOMING LINE POWER SUPPLY GROUND CONNECTION FUSE WITH SIZE AND OPTIONAL IDENTIFICATION FU 2B 15 AMP 480V 120V 250VA XX CONTROL TRANSFORMER PRIMARY AND SECONDARY SHOWN SIZE AS SHOWN OR AS SPECIFIED MISCELLANEOUS CONT. DC TERMINAL BLOCK AC TERMINAL BLOCK LOCATED IN FIELD PLC I/O POINTSDO = DIGITAL OUT SIGNAL DI = DIGITAL IN SIGNAL AO = ANALOG OUT SIGNAL AI = ANALOG IN SIGNAL XX SIZE, IMPEDANCE SHOWN POWER TRANSFORMER. VOLTAGES, RATIO SHOWN QUANTITY AND 250:5 TURNS CURRENT TRANSFORMER. CT SHOWNQUANTITY (3) AND VOLTAGES POTENTIAL TRANSFORMER. PT CABLE CONDUCTOR BUS CONDUCTOR 5 MOTOR, HORSEPOWER SHOWN CIRCUIT BREAKER (TYPE: MCP = MOTOR CIRCUIT PROTECTOR OR 3P = 3-POLE THERMAL MAGNETICTRIP SIZE TYPE CIRCUIT BREAKER WITH ADJUSTABLE ELECTRONIC TRIP OVER BREAKER FRAME SIZE. SOLID STATE TRIP FEATURES SHOWN:LSIG TRIP L = LONG DELAY S = SHORT DELAY I = INSTANTANEOUS G = GROUND FAULT FRAME 480V 3120V- 3 250/5 480 V 208/120V 30KVA5% Z REDUCED VOLTAGE SOLID BYPASS CONTACTOR STATE STARTER (RVSS), WITH 4BC E-01 □ 0 I I I □ ~ I .----------,.,_ -0-1//// I I □ I / -......... ® @ i j ■ -- l -- # ~///> @) t ) ~ [g]J QJ QJ ------ J 0 - 0 • 0 0 , ~ 0 ~- ) 0 -- ---- ----G ---- I I I ~~ 6)- ~ L y 6)- y 0 I I -0-I I □ -._x...- ~ f-----#- --b: ~o ..J-ii ....L y °T1' 0 0 '--: _....,, olo '--0 o-c:111 "" olo ~ 7:" °'o'o T y" l! T ----0 - .. iy -0-----re I -I - .. ,t,,✓ ----0 -,- I __,l_ ----0 ');:-0 ---i ~ T ~o ---j ~ ~ -0- --j f- -0 ---lC]-- -uw--1TTTL >-- ,1~ .... □ - * * .& ~ tT --3E--ci E r-=~7 I ::.I I L~ _ _J ■ ◊ RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted, In part. by othe~. Whiltt thi:liil infQrmotion h1 blllllieved to b111 reliablci, City of Newport BeQch i11 not responslble for Its accun:icy, nor for errors or omissions which may have been incorporated Into these plans os a result . SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 2 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL ABBREVIATIONS 6 E. LOZANO J. RAMIREZ F. SHADAN ABBREVIATIONS A, AMP AC AFF AHAP AIC AL ARCH ASYM ATS AUTO AUX AWG AMP(S), AMPERE(S) ALTERNATING CURRENT ABOVE FINISHED FLOOR AS HIGH AS POSSIBLE AMPS INTERRUPTING CAPACITY, SYMM. ALUMINUM ARCHITECT(URAL) ASYMMETRICAL AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AMERICAN WIRE GAUGE BCBLDGBOT BARE COPPERBUILDINGBOTTOM C CB CCCT CKT CLG CM CND CNTL C.O. CONC CPT CT CU CONDUCTOR, CONDUIT CIRCUIT BREAKER CROSS CURRENT CT CIRCUIT CEILING CENTIMETERS CONDUIT CONTROL CONDUIT ONLY, SPARE CONCRETE CONTROL POWER TRANSFORMER CURRENT TRANSFORMER COPPER DBDCDCUDETDIAGDISCDWG DUCT BANK, DIRECT BURIALDIRECT CURRENT, DATA CABLEDISTRIBUTED CONTROL UNITDETAILDIAGRAMDISCONNECTDRAWING EA EC ECP EDB EG EL ELEC EMH EMER ENCL EPB ETM EP EQUIP EX EACH EMPTY CONDUIT EQUIPMENT CONTROL PANEL ELECTRICAL DUCTBANK ENGINE GENERATOR SET ELEVATION ELECTRIC(AL) ELECTRICAL MANHOLE EMERGENCY ENCLOSURE/ENCLOSED ELECTRICAL PULLBOX ELAPSED TIME METER EXPLOSION PROOF EQUIPMENT EXISTING FDRFLFLAFLEXF.O.FOFUT FEEDERFLUORESCENTFULL LOAD AMPSFLEXIBLE CONDUITFAIL OPENFIBER OPTICFUTURE GDR GEC GF GFI GND, G GRS GROUNDING RESISTOR GROUND ELECTRODE CONDUCTOR GROUND FAULT GROUND FAULT INTERRUPTER GROUND GALVANIZED RIGID STEEL ICOM ID IMC INCAND INTLK INST I/O IPB INTERCOM INSIDE DIAMETER INTERMEDIATE METAL CONDUIT INCANDESCENT INTERLOCK INSTANTANEOUS INPUT-OUTPUT INSTRUMENT PULLBOX JB JUNCTION BOX KCMIL KV KVA KVAR KW KWH 1000 CIRCULAR MIL KILOVOLT KILOVOLT-AMPERE KILOVOLT-AMPERE REACTIVE KILOWATT KILOWATT-HOUR L LC LCP LCS LED LHH LMH LOS LP LT LTG LV LONG LIGHTING CONTACTOR LOCAL CONTROL PANEL LOCAL CONTROL STATION LIGHT EMITTING DIODE LOW VOLTAGE HANDHOLE LOW VOLTAGE MANHOLE LOCKOUT STOP LIGHTING PANEL LONG TIME LIGHTING LOW VOLTAGE M MA MBS MCC MCP MPC MECH MFR MH MIC MIS MISC MM MMH MOV MTS MV MVMC METER MILLIAMPERE MANUAL BYPASS SWITCH MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MINI POWER CENTER MECHANICAL MANUFACTURE(R) MANHOLE, METAL HALIDE MICROPHONE MANAGEMENT INFORMATION STATION MISCELLANEOUS MILLIMETER MEDIUM VOLTAGE MANHOLE MOTOR OPERATED VALVES MANUAL TRANSFER SWITCH MILLIVOLT, MEDIUM VOLTAGE MEDIUM VOLTAGE MOTOR CONTROL N/A N.C.NEUT,NNF NIC N.O. NO. NOM NP NTS NOT APPLICABLE NORMALLY CLOSED NEUTRAL NON-FUSED NOT IN CONTRACT NORMALLY OPEN NUMBER NOMINAL NAMEPLATE NOT TO SCALE P PBD PB PCP PF PH PLC PMM PNL PP PR PRI PT PVC PWR POLE, PHASE PANEL BOARD PUSHBUTTON, PULLBOX PROCESS CONTROL PANEL POWER FACTOR PHASE PROGRAMMABLE LOGIC CONTROLLER POWER METERING MODULE PANEL POWER PANEL PAIR PRIMARY POTENTIAL TRANSFORMER POLYVINYL CHLORIDE POWER QSB QUARTZ STANDBY RCPT REF REQD RE STL RMS RTD RTU RVSS RECEPTACLE REFERENCE REQUIRED REINFORCING STEEL ROOT MEAN SQUARE RESISTANCE TEMPERATURE DETECTOR REMOTE TERMINAL UNIT REDUCED VOLTAGE SOLID STATE STARTER SASCR SDSECSELSHHSMHSPECSPDSPKRSSCSTSTPSUBSWSWBDSWGRSYMMSYS SURGE ARRESTORSILICON CONTROLLEDRECTIFIERSMOKE DETECTORSECONDARYSELECTORSIGNAL HANDHOLESIGNAL MANHOLESPECIFICATIONSURGE PROTECTION DEVICESPEAKERSOLID STATE CONTROLLERSHORT TIMESHIELDED TWISTED PAIRSUBSTATIONSWITCHSWITCHBOARDSWITCHGEARSYMMETRICALSYSTEM TB TEL TEMP TFR TRI TV TVSS TYP TERMINAL BOX TELEPHONE TEMPERATURE TRANSFORMER TRIAD TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL U/GUON UPS UNDERGROUNDUNLESS OTHERWISENOTEDUNINTERRUPTIBLEPOWER SUPPLY V VA VAR VC VCP VND VOLT VOLTAMPERE VOLTAMPERE REACTIVE VACUUM CONTACTOR VENDOR CONTROL PANEL VENDOR XFMR XMTR XP TRANSFORMER TRANSMITTER EXPLOSION PROOF HHGTHHHIDHMIHPHPS HIGHHEIGHTHANDHOLEHIGH INTENSITY DISCHARGEHUMAN MACHINE INTERFACEHORSEPOWERHIGH PRESSURE SODIUM HTR HV HVAC HZ HEATER HIGH VOLTAGE HEATING, VENTILATION, AND AIR CONDITIONING HERTZ (CYCLES PER SECOND) OC OCC OD OH OIS OT OWS ON CENTER OPERATION CONTROL CENTER OUTSIDE DIAMETER OVERHEAD OPERATOR INTERFACE STATION OIL TIGHT OPERATOR WORKSTATION WW/W/OWWWGWP WATT, WIRE, WIDEWITHWITHOUTWIREWAYWITH GROUNDWEATHERPROOF Z IMPEDANCE NOTES: 1. ABBREVIATIONS SHOWN ON ELECTRICAL DRAWINGS ARE IN ACCORDANCE WITH ASME STANDARD Y14.38A 2. ABBREVIATIONS ON THIS SHEET ARE IN ADDITION TO THE ABBREVIATIONS DEFINED ON OTHER DRAWINGS. 3. ABBREVIATIONS HERE IN SHALL TAKE PRECEDENCE IN CASE OF CONFLICT. 4. ABBREVIATIONS ARE NOT EQUIPMENT NUMBERING PREFIXES LISTED ON OTHER DRAWINGS. E-02 RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted, In part. by ottii:n11. Whnc thiilil informati011 i::1 believed to be reliable, City of Newport BerJch i:, not responerble for Its accuracy, nor for erroni or 0minions which may have been inc::orporcited Into these plans as a result. 3'-7" 3'-1" KEY NOTES: GENERAL NOTES: 1. INSTALL NEMA4X JUNCTION BOX ON CEILING. 2. INSTALL NEW 36"H x 12"C, HOFFMAN CSD363012SSPANEL. 3. CONTRACTOR SHALL INSTALL TWO 1 INCH CONDUITSCOMING IN THROUGH THE SIDE OF THE PANEL. 4. DEMO AND REPLACE EXIST T-STAT WITH NEW T-STAT,DAYTON 4LZ94 OR EQUAL. INSTALL AND WIRE TOGGLETYPE 120VAC SWITCH WITH GANG BOX TO DISCONNECTFAN WITHIN EXISTING JUNCTION BOX. EXISTING FAN TOREMAIN INTACT. 1. CONDUITS SHALL BE ROUTED OVERHEAD AND SUPPORTEDVIA CEILING. CONDUITS SHALL BE TRANSITION TO LIQUIDTIGHT FLEX CONDUIT PRIOR TO FINAL TERMINATION TOMOTOR AND INSTRUMENTS. PLAN NORTH SCALE: 1/2" = 1'-0" PLAN (E)SWBD (E)PMP STR FAN-01 SFT STR SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 3 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL POWER AND CONTROL PLAN 7 E. LOZANO J. RAMIREZ F. SHADAN M 3#500MCM,#2G, 3"C 6#14,#14G, 1"C J 3#500MCM,#2G, 3"C 2#14,#14G, 3/4"C 2#14,#14G, 3/4"C 2#14,#14G, 3/4"C PSL-100 TSH-100 MTR-100 PSH-100 1 J M T 4#12,#12G, (E)3/4"C SWI WP GFI WP T-STAT SPARE, 2-1"C2 3 4 $ GFIWP CKT#6 2#12,#12G, 3/4"C 2#12,#12G, 3/4"C 4#12,#12G, 3/4"C 4 4 CKT#2 CKT#6 E-03 NEW FAN I I 0 G' 'T' , o" 7- \ 0 0 0 RECORD ltted In part, by sed on Information submrt B~oeh ia not D lngs have been p~!':dtob~e reliable, Cit_y ho'm~~w~~w been incorporoted These Record J.~: information ie belie s or-omissions wh1c othera. lbr1:r it~ accuracy, nor for error respom1 8 1 <IS a result. Into these pans DRAWINGS 3'-7" 3'-1" KEY NOTES: GENERAL NOTES: 1. INSTALL NEMA4X JUNCTION BOX ON CEILING. 2. INSTALL NEW 36"H x 12"C, HOFFMAN CSD363012SSPANEL. 3. CONTRACTOR SHALL INSTALL TWO 1 INCH CONDUITSCOMING IN THROUGH THE SIDE OF THE PANEL. 4. DEMO AND REPLACE EXIST T-STAT WITH NEW T-STAT,DAYTON 4LZ94 OR EQUAL. INSTALL AND WIRE TOGGLETYPE 120VAC SWITCH WITH GANG BOX TO DISCONNECTFAN WITHIN EXISTING JUNCTION BOX. EXISTING FAN TOREMAIN INTACT. 1. CONDUITS SHALL BE ROUTED OVERHEAD AND SUPPORTEDVIA CEILING. CONDUITS SHALL BE TRANSITION TO LIQUIDTIGHT FLEX CONDUIT PRIOR TO FINAL TERMINATION TOMOTOR AND INSTRUMENTS. PLAN NORTH SCALE: 1/2" = 1'-0" PLAN (E)SWBD (E)PMP STR FAN-01 SFT STR SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 3 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL POWER AND CONTROL PLAN 7 E. LOZANO J. RAMIREZ F. SHADAN M 3#500MCM,#2G, 3"C 6#14,#14G, 1"C J 3#500MCM,#2G, 3"C 2#14,#14G, 3/4"C 2#14,#14G, 3/4"C 2#14,#14G, 3/4"C PSL-100 TSH-100 MTR-100 PSH-100 1 J M T 4#12,#12G, (E)3/4"C SWI WP GFI WP T-STAT SPARE, 2-1"C2 3 4 $ GFIWP CKT#6 2#12,#12G, 3/4"C 2#12,#12G, 3/4"C 4#12,#12G, 3/4"C 4 4 CKT#2 CKT#6 E-03 MAX 5'-0" 4'-0" 1/2" LAG SCREW w/ MIN 2" PENETRATION INTO CEILING WOOD MEMBER, TYP P1000T HG 3' - 6 " 3' - 6 " MAX MAX 5'-0" 4'-0" MAX MAX PIPE CLAMP P2030 OR SIMILAR P1000T HG 1 I l ,~· G' 'T' I _ 0 , o" 7- a~_ - -11::B=, 0 0 I I 0 3'-7" 3'-1" KEY NOTES: GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE AND INSTALL 4 SURFACEMOUNT LIGHT FIXTURES, LITHONIA MODEL#FEM-L48-4000LM-IMAFL-MD-MVOLT-GZ-50K-80CRI 2. SPLICE AND EXTEND NEW CONDUIT AND WIRING FROMEXISTING JUNCTION BOX. 3. EXTERNAL LIGHT FIXTURE AND CIRCUITING SHALLREMAIN INTACT. 4. INSTALL NEW CONDUIT AND WIRING FROM EXTERNALPUMP RUN BEACON TO NEW PUMP STARTER PANEL. 1. CONDUITS SHALL BE ROUTED OVERHEAD AND SUPPORTEDVIA CEILING. CONDUITS SHALL BE TRANSITION TO LIQUIDTIGHT FLEX CONDUIT PRIOR TO FINAL TERMINATION TOMOTOR AND INSTRUMENTS. PLAN NORTH SCALE: 1/2" = 1'-0" PLAN (E)SWBD (E)PMP STR SFT STR SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 4 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL LIGHTING PLAN 8 E. LOZANO J. RAMIREZ F. SHADAN 3#500MCM,#2G, 3"C 2#14, #14G, 3/4"C 2 1 J 2#12,#12G, 3/4"C 3 4 (TYP) CKT#4 CKT#4 CKT#4CKT#4 2#12,#12G, 3/4"C 2#12,#12G, 3/4"C 2#12,#12G, 3/4"C E-04 Fl )t7 _ o.k=):j_ ,.w¾''f--~J- 1 l [ • [ I I I y ~ ~I',. 1 "T' -l . I • - I ~ Z.I "· ¼" • • 14-!/4. 11½ II ,r ?,',6. 00 ·\l ... 011ti,.iw. ~ ✓,?>" ~--i--1 '- .J. • -I ---,y ---,;;., ·-..::v _j -• \?/ r I- -Ill-~ .. -J I tt: -r=-!i -I I ,-•IJ.:: -_jj RD DRAWINGS RECQ submitted, t, part, by r Ol""ed based on lnfo~atlon New art Beach is not These Record Drawl~gs how;: be~n b':,i7:ved to be r~li~ble, ~t.Y l'lofmoy ~eve been incorporated oth.,,-s. WhOe this mfol'"mo l~o~e far errors or-om1ss10ns IC responsfble for Its occurali rnto these plans as a resu . I I 0 KEY NOTES: GENERAL NOTES: 1. DEMOLISH EXISTING MOTOR AND ASSOCIATED CONDUITAND WIRING. EXISTING RVSS SHALL BE ABANDONED INPLACE.2. DEMOLISH EXISTING RVSS UNIT FROM SECTION. KEEPEXISTING BREAKER INTACT AND MAKE PROVISIONS TOCONNECT TO NEW SOFT STARTER PANEL.3. BOND STARTER GROUND BUS BAR TO EXISTINGSWITCHBOARD GROUND VIA EQUIPMENT GROUND WIRE. 1. - SCALE: 1" = 200' KEYPLAN 400A 250 MTR - 100 BOOSTERPUMP 1 METERING UTILITY KWH XFMR5KVA480V-120/240V1PH, 3W 120VLTGPNL SERVICE MAIN 480/277V, 400A, 3PH, 4W, 65KAIC UTILITY XFMR300KVA 12KV-480/277V 3PH, 4WIRE FROMUTILITY 4 BC 15A (2P) GND GND SOFT STARTER 400A 200 MTR - 100 PUMP 1 4 BC SOFT STARTER 3#500MCM,#2G, 3"C 1 2 PUMP 1 RVSS 480V, 400A, 3PH, 3W, 65KAIC 3#500MCM,#2G, 3"C SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 5 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S POWER ONE LINE DIAGRAM 9 E. LOZANO J. RAMIREZ F. SHADAN IC RATING: 22 KAIC 120/240 VAC MOUNTING: INTEGRAL BUS: 125A MAIN CB: 30A TYPE: NEMA1 1 CKTNO.AMPØAØB VA CKTNO.ØA ØB VA 3 5 7 9 11 2 4 6 8 10 12 30 DESCRIPTION LOAD DESCRIPTION LOAD TOTAL VA/PHASE TOTAL VA= 877 TOTAL AMPS= 3.65 TOTAL VA/PHASE 20 EXISTING LIGHTING PANEL 150 187 690 187 LOCATION: INSIDE MCC 30 20 20 - - FAN-01 EXTERNAL AND INTERNAL LIGHTING MAIN BREAKER SPACE - RECEPTACLES SPACE - MAIN BREAKER SPACE SPACE SPACE SPACE SPACE 540 - - - - - CKT. BKR. AMP CKT. BKR. 3 GND E-05 RECORD DRAWINGS These Record Drawings hove been prepared based on lnform-atlon submitted. rn part, by others. While this information is believed to be reliable, City of Newport Beech is not responsible for Its accuracy, nor for errors or omissions whlch may how been incorporated Into these plans as a result. ) 0 0 0 --------7 ) r -- --7 I I I I I I L ----_J ------------_ _J KEY NOTES: GENERAL NOTES: 1. - SCALE: 1" = 200' KEYPLAN SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 6 V 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S CONTROL SCHEMATIC 10 E. LOZANO J. RAMIREZ F. SHADAN 100 L3 L2 L1 480V, 3Ø, 3W 104, 110, 117,125 480V-120V FU FU FU M MTR YLaaaA OFF MTR HTR 111 A CR1 SOLID STATE CONTROLLER SSCRUN COMMANDM-1 ON OFF 098 100 105 101 L3 L2 L1 480V, 3Ø, 3W 480V-120V CB FU FU FU M MTR MTR HTR 106 109 SSCRUN COMMANDM-1 ON OFF 097 096 HOR REMOTE STATUS (FUT) DS 102 103 104 107 108 110 112 099 OFF HSaaaB XOO MTR-100 OL OL TRIPR OL OL TRIP113 114 115 CR5-1 (PSL) 116 M-2 OOX OOX RUN CMD (FUT) 900CR1 RUN 901CR2 CR2OL HI PRESS 121 1-120 SEC TDE1 PSH100 100, 120, 903 CR4-2 CR4 TDE1-1 TDAE15 SEC DISCH HI PRESSR RESET CR3-1 CR6 100, 116, 902 117 CR6-1 HI TEMPR TSH100 RESET CR3 WINDING SUCT LO PRESS 125 1-120 SEC TDE2 PSL100 100, 124, 904 CR5-2 CR5 TDE2-1 TDAD15 SEC SUCT LO PRESSR RESET M-3 M-4 CR4-1 (PSH) CR3-1 (TSH) CR3HI TEMP CR4DISCH HI PRESS CR5SUCT LO PRES WIRING INTERNAL TO ENCLOSURE WIRING EXTERNAL TO ENCLOSURE AT DRIVER (MOTOR) AT DRIVEN (PUMP) TERMINAL IN 480V MCC TERMINAL IN DEVICE OR EQUIPMENT TERMINAL IN FIELD CONTROL PANEL TERMINAL IN RELAY PANEL LEGEND: XXXX XX 900 901 902 903 904 117 118 119 120 121 122 123 124 125 126 T1 T2 T3 L3L1 X1 X2 1A 1B 1D 1E 5A 5B 5C 5D X2 7B 1A 7A 1A 1A 7C 7E 7D 7F N H120V, 1Ø, 2W CKT#2 CB FAN T G RUN BEACON THERMOSTAT FUTURE CONNECTION FAN SCHEMATICSFAN-01 B RUNNING E-06 I I -11" I - r ----➔).~>----~GTc>------------------------------l -----➔).~>---------<nD------------------------------i ~ I -----➔~~>---------<0 ~0-----------------------,•------------j l ~~ - - I I i------~' I ,- - I .I -l----*--------1 -.l"I --,I" I - I --+-~J_° 0 -' 'H-:J-----H-:J -I I --0 0 •1------------------------------------------1-o-----1' '1-----c>-+-------1 -'' J - ~,// 1 * 7 - - - -~ -----D~ ____ _/ ~---<~}----{ }----<~>-------• I I ,, ~ ) \ 2------0-----o---fi£Q---- - - r--------------------------------------------+-u-~----<' 'f---C-H-------1 -I I - •1----c-H' '~0------------------------0..-+.-J'-r-----, -I I -I I 1..------<-::i--J, 'f---'c->-------<-H' 'l---<-::i--------------------•----------------------1 -II -I I - I I I I I •---------0-----1' '1---C>----------------<-::Ll-!->-----~ -II - "v I I ' I I I I I I ----------c-J----1' '<----c>-------------<-L.U: I>-----, -II - - - "1----------0--,--0--------0----1' 'l----<-::i---------------4t---------------------l""I Xl-----<-D------1 . -i -.. -161 - - - - - □ 0 ,---------7 ~ H>-----------0 ~ H>-----------0 ~ H>-----------0 ~ H>-----------0 ~ H>-----------0 L _________ _J .A. r -0- ------<ffi>----~ L_ __ -1------(_:Y--::0----1---+----c=X) '-- I ,:----c>------------t----1:Jr ----o_ -C RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In part. by othcr11. WhOc thi:11 lnfonmitlon i1 believed to be reliable, City of Newport Beoch i:11 not responsible for lte accuracy, nor for errors or omiuiona: which may haVII been incorporated Into then plans as o result. 0 .A. SHEET 11OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C: \ b c p w \ d 2 1 8 3 4 4 9 \ 1 5 7 3 2 3 - E - 0 7 v 1 9 . d w g 0 1 / 1 9 / 2 3 - 7 : 1 3 a m A R i v a s NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: CHECKED: DRAWN: DATE: PATRICK ARCINIEGA, P.E. JAN 2023 HILLSBOROUGH PUMP STATION REHAB C-8758-2 W-5393-S ELECTRICAL DETAILS 11 E. LOZANO J. RAMIREZ F. SHADAN CONDUIT SUPPORT - TYPE I DETAIL E-421 -NO SCALE ELEVATION NOTES: 6" M I N "Z" FITTING (TYP) CONCRETE WALL OR SLAB ST STL BOLTS, NUTS, & WASHERS AS REQUIRED (TYP) CONDUIT CLAMPS W/ ST STLBOLTS, NUTS, AND WASHERS UNISTRUT P-1000; GLOBESTRUT G5812; OR EQUAL 5/8"Ø x 4" ST STL CONCRETE ANCHORS (TYP) AS R E Q U I R E D 5 ' - 0 " MA X CONDUIT AND CABLE TRAY SUPPORT - TYPE II DETAIL E-422 -NO SCALE PREFORMED CHANNEL PREFORMED CHANNEL 1 5/8" SQ WASHER 1 5/8" SQ WASHER NOTES: 9" M I N 12 " M A X 1/2" ST STL CA LO A D L/2 9" M I N 12 " M A X 1/2" ST STL CA L LO A D L L/2 LOAD LOAD CAPACITY AT MIDPOINT: L CAPACITY AT MIDPOINT: L 6" 12" 18" 24" 12" 18" 24" 30" 36" 2000 LBS 1300 LBS 1000 LBS 800 LBS 650 LBS PREFORMED CHANNEL @ 5'-0" MAX SPACING 1/2" BOLT AND CHANNELNUT PREFORMED CHANNELS @ 5'-0" MAX SPACING 1/2" BOLT AND CHANNEL NUT NTSE71003LUMINAIRE MOUNTING PENDANT LUMINAIRE FOR EXPOSED CONDUIT ANCHOR BOLTS,TYP. E-07 NOT USED NO ANCORS - WOOD STRUCTURE LAG BOLTS 1. , p ' d e:::;.,_ ,.- ' p I I d p _. I I ' , I I d , 4 ' p I I 4 , I I p ' , . 4 I I -p -:I I 4 I,-. p ;'> • THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING - FOR HORIZONTAL MOUNTING, PLACE 1''± NON-SHRINK GROUT UNDER THE SUPPORT. 2. PREFORMED CHANNEL, FITTINGS AND CLAMPS SHALL BE HOT-DIP GALVANIZED STIEEL. FIELD COAT ALL CUTS. 3. CHANNELS TO BE SPACED AT 5'-0" DC MAXIMUM. ....-- -, ' ' , d , • d p • d • ' d. ' ' • p d d p • d d d ' • ' d 'p d = ' , d ' I • • ' • I d , , -• I d • I d 1800 LBS 1000 LBS 700 LBS 500 LBS I I 1. HOT-DIP GALVANIZE THE PREFORMED CHANNELS AND OTHER ACCESSORIES AFTER FABRICATION . ....-- RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted,, rn part, by others. While this Information Is bellevecl to be reliable, City of Newport Beach Is not responalble for its occurcicy, nor for errors or omissions which may how been incorporated Into these plans as a result.