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HomeMy WebLinkAboutW_5389_SSLATER i II "(I 'II I WARNER f ~ } ~ ;;,✓✓ SEGERSTRO/v1 AVE ''1 AVE TALBERT Ti VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS -0- @) ® @ C-0<1 "" [,I] ""' ;¢<------o @ (- 11, p ® e OO'il [!l1] "' tD m ~/////////j ---- ----- --~-- ----S---- -----w----- ---G--- --E-- --T -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLIE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCKWALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB AGGREGATE BASE ARY AIR RELIEF VAL YE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CATY CABLE TV Cl CAST IRON 't CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET S'/1 SIDEWALK s SOU1H SCE SOU1HERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ WITH BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6231R2 AND STATION GPS NO. 6257 BEING NORTH 44'40'13" WEST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: PUBLIC WORKS1 DEPARTMENT 16TH STREE-r PU~AP STATION BACK-UP GENERATC)R AND UPGRADES CONTRACT f\JO. C-76!93-2 PROJECT ~JO. 18W13 APPROVED:_<])~~' ~~=~.._=--15-/_,-., ~,......· _,_J,_,_..,j'-/-,.·~·rl]f------i-,-. /~------- DAVID,A. WEBB, p E., Pt:/BCICWORKS DIRECTOR J .I Ill APPROVED: ___ -i/~~t'f~~~Lt~•/_.=/)j'-'=-41}1.~~J!L-~1 ~ 1 ____________ _ Jel;iS M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER , IV 17TH ' s ·~ > < ' m Pl AY PORT -lj081Ll VILLAGE-w > ' • ~ I 3 NF\¥HALL ST PROJECT ~ u 0 SITE u rn < rn ,~.., ~ " w 16TH iu~□"II s -~ Ntwporl _B.-each ~ ~ z Cly c.\, it es _J w u r ----:::= :::= l :==:J s ,-l FROCUCT O~J PL SI ~ DATE: h' 21-)dZ/ DATE: ' I 1 FARAD ST , OHMS WAY J, > ;) -~ ~ ii '\.. ~ -3 > 0 ~ I 0 " -~ I N ,, s-r I LOCA·r1c1N MAP NOT TO SCALE 16TH STREET PUMP STATION SITE ADDRESS: 949 WEST 16TH STREET NEWPORT BEACH, CA 92663 iC -~, ',. ,'/c d,-,.,. ,o~ R '~ c;-' ST ~ ·" / GENERAL NOTES 1. 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 CONTRACT'S SPECIAL PROVISIONS. 2. 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. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 56O-C-325O UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. 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. 7. 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. 8. REMOVAL, ABANDONMENT OR TIEMPORARY RELOCATION OF EXISTING PIPES OR UTILITIES SHALL BE SCHEDULED WITH THE CITY INSPECTOR TO AVOID UNNECESSARY DISRUPTION OF PUMP STATION OPERATIONS. 9. CONTRACTOR SHALL FIELD VERIFY AND ADJUST ELEVATIONS AS REQUIRED TO MAINTAIN DIMENSIONAL RELATIONSHIPS DEPICTED IN THE DRAWINGS. 10. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AS SPECIFIED 72 HOURS IN ADVANCE OF MAKINC ANY CONNECTION TO AN ACTIVE PIPELINE OR UTILITY SYSTEM, AND SHALL RECEIVE THE INSPECTOR'S CONSENT BEFORE PROCEEDING. 11. THE CONTRACTOR SHALL SCHEDULE THEIR WORK TO CONTINUOUSLY MAINTAIN PUMP STATION OPERATIONS AND SHALL NOT UNDULY RESTRICT PUMP STATION ACCESS OR CIRCULATION. 12. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY CONVENIENCES FOR THE USE OF ALL PERSONS AT THE CONSTRUCTION SITE OF THE WORK. SUCH CONVENIENCES SHALL INCLUDE CHEMICAL TOILETS OR WATER CLOSETS LOCATED AT APPROPRIATIE LOCATIONS. AT COMPLETION OF THE WORK, ALL CONVENIENCES SHALL BE REMOVED AND THE SITE LEFT IN SANITARY CONDITION. 13. THE CONTRACTOR SHALL PROVIDE AT THEIR OWN COST ALL ELECTRICAL POWER NECESSARY FOR CONSTRUCTION, TESTING, GENERAL AND SECURITY LIGHTING AND ALL OTHER PURPOSES, WHETHER SUPPLIED THROUGH TEMPORARY OR PERMANENT FACILITIES. 14. EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN AS LIGHT-LINED OR SCREENED AND ARE NOTED AS BEING EXISTING. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 15. THE WORDS "INSTALL" AND "CONSTRUCT" IN THE PLANS AND SPECIFICATIONS INDICATE THAT THE CONTRACTOR SHALL FURNISH THE SPECIFIED EQUIPMENT OR MATERIAL AND INSTALL OR CONSTRUCT THEM IN PLACE, COMPLETE AND OPERABLE, UNLESS OTHERWISE EXPLICITLY INDICATED THAT THE MA TIERIAL IS FURNISHED BY THE CITY. 16. THE CONTRACTOR SHALL REFURBISH/REHABILITATE/REINSTALL ALL FACILITIES DAMAGED OR DETRIMENTALLY AFFECTED BY THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS OR THE CONTRACTOR'S ACTIVITIES. SHEET INDEX SHT NO. SHEET TITLE 1 TITLE SHT, SHT INDEX, GENERAL NOTES, SYMBOLS, ABBREVIATIONS, VICINITY & LOCATION MAP 2 DEMOLITION AND CONSTRUCTION NOTES 3 EXISTING SITE, DEMOLITION AND MODIFICATION PLAN 4 PUMP STATION DEMOLITION AND MODIFICATION PLANS 5 PUMP STATION DEMOLITION AND MODIFICATION SECTIONS 6 GENERATOR AND FUEL SUPPLY TANK FACILITY PLAN AND DETAILS 7 GENERAL STRUCTURAL NOTES 8 FOUNDATION PLAN AND SECTIONS 9 STRUCTURAL DETAILS 10 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS 11 EXISTING SITE, DEMOLITION, AND MODIFICATION PLAN 12 SINGLE LINE DIAGRAMS/ELEVATIONS 13 16TH STREET PUMP STATION DEMOLITION PLAN 14 16TH STREET PUMP STATION MODIFICATION PLAN 15 SCHEDULES 16 DETAILS - 17 DETAILS - 2 18 CONTROLS - 19 CONTROLS - 2 20 PLC ARCHITECTURE BLOCK DIAGRAM C-7693-2 -C I (/] Q_ [ v C 0 u_ :J "" u 0 w (/] Q_ <D I Q C '" E '" > 0 L Q_ E Ul Q_ v C 0 C 8) (') () EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: E • 16TH STREET PUMP STATION t I BACK-UP GENERATOR AND UPGRADES / SOUTHERN CALIFORNIA GAS COMPANY (800) ~::8153 NIGHT 27372 Calle Arroyo Jj ~,th,tt£,?---r>YJ~K/~ 1-T-IT_L_E_S_H_T_, _S_H_T_I_N_D_E_X_,_G_E_N_E_P,A_L_N_O_T_E_S_, _S_Y_M __ B_O_L_S-,4 ·t SOUTHERN CALIFORN!A EDISON COMPANY (800) 611-1911 San Juan Capistrano, CA 92675 ''ARK VUKOJEVIC p E MICHAEL J SINACORI p E v AT&TTELEPHONECOMPANY (800)332-1321 /J 949.373.87316 "' DIRECTOR ' • • / ASSISTANTCITYENGINE.ER ABBREVIATIONS, VICINITY & LOCATION MAP ;;, CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 0 IJ II I I UTILITIES DEPARTMENT C ~~~~~vs~~~~~~~~~~A~E~5~~~R~~~~~SBEEDR~~~:~~~ ~1:N~!r;~E~N~BsL~NITATIONDISTRICT i;~!;~~~:~~;; APPROVED BY: Uif' /"I, f.k,._.--DATE:3/17/2O21 DATE 5-//-2/ DATE: 5-\\ --Z....\ CITY OF NEWPORT BEACH VV-5389-S ~. ELEVATION= 106.83 FEET (NAVD88) 1995 ocs ADJ. cox COMMUNICATIONS NEIL A HARPER R.C.E. NO. C53288 PUBLIC WORKS DEPARTMENT SHEET 'I OF 20 L...,---------------------'------------------.....!-----------------------....1----------~---------------..1..--------...1.-----------'----------'b....---------'----------------------.,_ ______ __,i DEMOLITION AND CONSTRUCTION NOTES 2 DETAIL 1 SECTION A 3 C-7693-2 TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE W-5389-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 27372 Calle Arroyo San Juan Capistrano, CA 92675 949.373.8316 20 SECTION AND DETAIL NUMBERING SYSTEM DEMOLITION NOTES: ” ” CONSTRUCTION NOTES:CONSTRUCTION NOTES CONT: REMOVE EXISTING BUSDUCT, PER ELECTRICAL DRAWINGS REMOVE INTERFERING PORTION OF RETAINING BLOCKWALL REMOVE 350-HP MOTOR, FABRICATED PUMP DISCHARGE HEAD, AND 6-STAGE VERTICAL TURBINE PUMP ASSEMBLY (TYP OF 3) © REMOVE SOLID STATE SOFT STARTER PER ELECTRICAL DWGS (TYP OF 3) ® REMOVE AIR/VAC VALVE ASSEMBLY AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) ® REMOVE 12-INCH PUMP CONTROL VALVE (TYP OF 3) REMOVE 12-INCH FLANGE X GROOVE SPOOL (TYP OF 3) REMOVE CLAMPED ADJUSTABLE PIPE SUPPORT AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) REMOVE 12-INCH VICTAULIC COUPLING (TYP OF 3) @ REMOVE 300 HP MOTOR (TYP OF 2) ;:.._ /(TI; REMOVE .AN-D LE~ALL y ~DISPOSE. OF PiPE. FITTING ARr") ~ i DISPLAY. CONTRACTOR TO ASSUME ART DISPLAY 1:j FILLED WITH CONCRETE. ~ . . ~ . ~ -• ...... _&_____ - G) 0 0 0 ® ® 0 ® REMOVE AND REINSTALL AS REQUIRED PIPING AND APPURTENANCES BETWEEN NEW PUMP ASSEMBLY AND CHECK VALVE PROTECT-IN-PLACE 12-INCH PROPELLER FLOW METER, 12-INCH BUTTERFLY VALVE, 12-INCH DISCHARGE PIPING AND APPURTENANCES, AND ADJUSTABLE PIPE SUPPORTS 300-HP, 1,770-RPM INVERTER DUTY VERTICAL TURBINE PUMP MOTOR (TYP OF 5) FABRICATED STEEL PUMP DISCHARGE HEAD (30 PUMP CAN X 12 DISCHARGE PIPE) (TYP OF 3) 3-STAGE VERICAL TURBINE PUMP ASSEMBLY (TYP OF 3) REINSTALL AIR/VAC VALVE ASSEMBLY (TYP OF 3) 12-INCH APCO CSD SLANTING DISC CHECK VALVE WITH BOTTOM MOUNTED BUFFER (TYP OF 3) 12-INCH FUSION BONDED EPOXY STEEL PIPE SPOOL (FLANGE X GROOVE), LENGTH TO BE DETERMINED IN FIELD (TYP OF 3) ® ADJUSTABLE PIPE FLANGE SUPPORT PER DTL 1, THIS SHEET (TYP OF 3) 12-INCH VICTAULIC COUPLING, STYLE 77 (TYP OF 3) VARIABLE FREQUENCY DRIVE PER ELECTRICAL DWGS (TYP OF 3) EXISTING 36-INCH RCP STORM DRAIN EXISTING 30-INCH RCP STORM DRAIN EXISTING 36-INCH CML STEEL WATERLINE EXISTING 24-INCH CML STEEL WATERLINE EXISTING RESERVOIR BYPASS VALVE VAULT EXISTING SCE TRANSFORMER EXISTING SCE PMH EQUIPMENT EXISTING SERVICE ENTRANCE EQUIPMENT EXISTING VALVE VAULT EXISTING ROLLING GATE EXISTING STAIRS EXISTING RETAINING/BLOCK WALL EXISTING 12-INCH SURGE LINE EXISTING FUEL TANK 4,000-GALLON DIESEL FUEL TANK 4-INCH DIAMETER PERFORATED PVC PIPE PER SHEETS 7-9 1,000 KW DIESEL GENERATOR WITH SOUND ATTENUATED ENCLOSURE PER ELECTRICAL DRAWINGS CONCRETE HOUSEKEEPING PAD PER SHEETS 7-9 CONCRETE EQUIPMENT PAD PER SHEETS 7-9 RETAINING WALL PER SHEETS 7-9 EXISTING DRAINAGE INLET EXISTING SWITCHBOARD "A" EXISTING 800A BUSDUCT SPILL CONTAINMENT WITH FILL PORT, MONITORING PORT, AND DRAIN VALVE EXISTING GUARD POST EXISTING CONCRETE SWALE EXISTING CONCRETE SURGE LINE DRAINAGE VAULT EXISTING CURB AND GUTTER EXISTING SIDEWALK EXISTING UTILITY VAULT EXISTING 30-INCH DUCTILE IRON PIPE EXISTING 36-INCH DUCTILE IRON PIPE EXISTING 16-INCH DUCTILE IRON PIPE EXISTING 6-INCH DUCTILE IRON PIPE EXISTING 24-INCH RCP STORM DRAIN EXISTING 18-INCH RCP STORM DRAIN EXISTING 30-INCH CML STEEL WATERLINE EXISTING CATCH BASIN REMOVABLE BOLLARD PER DTL 1 ON THIS SHEET CONCRETE PAVEMENT, MATCH EXISTING THICKNESS AND REINFORCING. ASSUME 8-INCH THICK CONCRETE W/ #6 @ 12-INCHES O.C. B.W. SLOPE AWAY FROM CONCRETE PAD TO JOIN POINT AT 2-PERCENT MINIMUM. @3) FILL WITH NATIVE SOIL, COMPACT TO 95% RELATIVE COMPACTION @ 3/4-INCH SCHEDULE 40 BLACK IRON PIPE PER SPECIFICATION SECTION 15191 ~ 3/4-INCH ANTI-SIPHON VALVE, NOT TO EXCEED 5-IN HG OPENING PRESSURE @ 3/4-INCH FULL PORT 316 STAINLESS STEEL BALL VALVE @ 3/4-INCH EMERGENCY SHUT-OFF VALVE WITH FUSIBLE L(NK 4-INCH DIAMETER PVC PIPE PENETRATION PER DTL 4 ON THIS SHEET 1-INCH X 3/4-INCH SCHEDULE 40 BLACK IRON REDUCER @ DIESEL FUEL SUPPLY (ROUTE PIPING TO GENERATOR WITH SHORTEST RUN AND BENDS) @ DIESEL FUEL RETURN (ROUTE PIPING TO GENERATOR WITH SHORTEST RUN AND BENDS) @) RETAINING WALL FOOTING PER SHEETS 7-9 (1) A SECTION CUT ON A SHEET IS IDENTIFIED AS FOLLOWS: ~-~D=IR=EC=TI=ON~OF_V=IE=W ___ ~ SECTION LETTER ------_____ _.\:1711-:..::.....i.____~ SHEET WHERE SECTION (2) THE SECTION IS IDENTIFIED AS FOLLOWS: IS DETAILED ---------e=----1 SECTION LETTER NOT TO SCALE SHEET ON WHICH SECTION WAS CUT (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS. DETAIL NUMBER -NO-T-TO-SC-A-LE------+---1 -INDICATES THAT DETAIL OR SECTION IS SHOWN ON SAME SHEET AS CALLED OUT ~ U) (1' ~ 0 z f--- (/) z 0 u I 0 2 w 0 ~ N 0 :r: (/) 0 I scj- <D N N / Q_ E (/) [1_ cl C 0 C <]) CJ Q_ ::, _y u 0 m (/) [1_ .c ~ <D ~I 0 <( u / 0 <( u <D / U) ~ C (1' E (1' > 0 L Q_ E (/) [1_ cl C 0 L 0 ~ 0 L (1' C (1' (') Q_ ::, _y u 0 m (/) [1_ scj- <D N N _c u 0 (1' m ~ ...-------------...... ---------------------...--------DE-S-IGN-E-D:-..,...DRA-WN_: _____ ..,.... _________________ ....,._REV-I-EW-E-D:-----..--------------------------1 ~ Underground Service Alert NAH cs ~ f ~--k~ z ~~OR£ )-; D u D E K v r CHECKED: DATE: -------------------------;; /.. K.__lf/]~v RJO 3/17/2021 :: ....,~ 0 I fil ~. ,~ \;) .------t-~-----..--1-L-/)..--------_j__J (1' c'.\° ~"-. ci 1-800 C6'2118. * 6/8/21 NAH ill ADDED DEMOLITION NOTE 11 BENJAMINDAVIS,RCE 82033 1------------------...-------w~c 'I',...., , ASSOCIATE CIVIL ENGINEER ~· 227 -2600 CIV\\.. " DATE BY DESCRIPTION APP'D. Uf -~\; DATE:______ ------0 REVISIONS SHEET OF / ...._ _____________________ ___...._ ________________________________ ___...._ ______ ..._ ___ ..._ ___ ..._ ____________________________________________________ ..... o. C-7693-2 TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE W-5389-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 27372 Calle Arroyo San Juan Capistrano, CA 92675 949.373.8316 203 EXISTING SITE, DEMOLITION, AND MODIFICATION PLAN SITE PLAN GRAPHIC SCALE 16th STREET SHEET NOTES: DEMOLITION NOTES: CONSTRUCTION NOTES: \L-------------~ --- • • I I I GENERATOR AND FUEL SUPPLY FACILITY SEE DETAIL I i I 1 I I 6 I I I I/I j ,j 1/1 I Ii I I I I I I f1~V~MEtiJ I I I ;,;...__ -'- I ' I~/; ~ I 11;1 I I I I I I/, -------16"W ------0----\--------1 6 "W STREET Ct, 39 ?"------ --~------ - -'sccc---I ~=---=--=--_ --=--= =---=--=--_---=--=--_-@ ------- I I I ---3 -- I ro---:--o1 I • I \ I O I \ I I I I I I I I I • I I ·1 l!::--~-. 0 0,----,------i---t- 0 • 0 0 0 I . . .. • I , . . ·,-: : -· . -R/W -- • • SCALE: 1 "=1 O' □ EXISTING STORAGE ROOM CELL NO. 2 (SEE fflHT 4) ffl --R/W-- -"""""- EXISTING NaOCL STORAGE ROOM }------"-------'c----6 "s --------1 EXISTING RESERVOIR I I \ CELL NO. l I I EXISTING CHEMICAL FEED PUMP ROOM 0 10' 20' ----SCALE: 1'' = 1 O' REMOVE EXISTING BUSDUCT, PER ELECTRICAL DRAWINGS. REMOVE INTERFE G PORTION OF RETAINING BLOCKWALL. REMOVE AND LEGALLY DISPOSE OF PIPE FITTING ART DISPLAY. CONTRACTOR TO ASSUME ART DISPLAY IS FILLED WITH CONCRETE. EXISTING 36-INCH RCP STORM DRAIN EXISTING 3O-INCH RCP STORM DRAIN EXISTING 36-INCH CML STEEL WATERLINE EXISTING 24-INCH CML STEEL WATERLINE EXISTING RESERVOIR BYPASS VALVE VAULT EXISTING SCE TRANSFORMER EXISTING SCE PMH EQUIPMENT EXISTING SERVICE ENTRANCE EQUIPMENT EXISTING VALVE VAULT EXISTING ROLLING GATE EXISTING STAIRS EXISTING RETAINING/BLOCK WALL EXISTING 12-INCH SURGE LINE EXISTING FUEL TANK EXISTING DRAINAGE INLET EXISTING SWITCHBOARD "A" EXISTING 8O0A BUSDUCT EXISTING GUARD POST EXISTING CONCRETE SWALE EXISTING CONCRETE SURGE LINE DRAINAGE VAULT EXISTING CURB AND GUTTER EXISTING SIDEWALK EXISTING UTILITY VAULT EXISTING 3O-INCH DUCTILE IRON PIPE EXISTING 36-INCH DUCTILE IRON PIPE EXISTING 16-INCH DUCTILE IRON PIPE EXISTING 6-INCH DUCTILE IRON PIPE EXISTING 24-INCH RCP STORM DRAIN EXISTING 18-INCH RCP STORM DRAIN EXISTING 3O-INCH CML STEEL WATERLINE EXISTING CATCH BASIN CONCRETE PAVEMENT, MATCH EXISTING THICKNESS AND REINFORCING. ASSUME 8-INCH THICK CONCRETE W/ #6 @ 12-INCHES O.C. B.W. SLOPE AWAY FROM CONCRETE PAD TO JOIN POINT AT 2-PERCENT MINIMUM . FILL WITH NATIVE SOIL, COMPACT TO 95% RELATIVE COMPACTION RETAINING WALL FOOTING PER SHEETS 7-9 1. ALL EXISTING ITEMS, CALLED OUT OR NOT, SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. 2. VERIFY ALL DIMENSIONS, CLEARANCES, ETC. PRIOR TO SUBMISSION OF SHOP DRAWINGS AND EQUIPMENT PROCUREMENT. 2 Q_ O'.J sj- N ~ (/) I X w <D 0 :r: (/) n 0 :r: (/) 0 I scj- <D N N / Q_ E (/) Q_ " C 0 C 0) ('.) Q_ ::, _.,._ u 0 m (/) Q_ .c ~ <D ~I D <( u / D <( u <D / "' ~ C 0) E 0) > 0 L Q_ E (/) Q_ " C 0 L 0 ~ 0 L 0) C " ('.) Q_ ::, _.,._ u 0 m (/) Q_ sj- <D N N _c u 0 0) m ~ .--------------....----------------------.---------DE-S-IGN-E-D:-..,.,..DRA-WN_: _____ ..,,... _________________ ....,_REV-1-EW_E_D: _____________________________ ~ Underground Service Alert NAH cs ~ 1-800 227-2600 DUDEK ~IT= = ~ ------------------------/0' RJO 3/17/2021 c 6/8/21 NAH _& ADDED PIPE FITTING ART WORK AND DEMOLITION NOTE 11 DATE BY DESCRIPTION REVISIONS APP'D. BENJAMIN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DATE: _____ _ L 0) 0) C 0, ------------------------<= w ~ ______ o SHEET OF / ..._ _____________________ __..,__ ________________________________ ___..,__ ______ ..._ _________ ..._ ____________________________________________________ ___,n_ PUMP STATION DEMOLITION AND MODIFICATION PLANS GRAPHIC SCALE DEMOLITION PLAN MODIFICATION PLAN 4 C-7693-2 TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE W-5389-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 27372 Calle Arroyo San Juan Capistrano, CA 92675 949.373.8316 20 CONSTRUCTION NOTES: ” ” SHEET NOTES:DEMOLITION NOTES:CONSTRUCTION NOTES: 4/27/21 0 © ® © (j) @ ® @) REMOVE 350-HP MOTOR, FABRICATED PUMP DISCHARGE HEAD, AND 6-STAGE VERTICAL TURBINE PUMP ASSEMBLY (TYP OF 3) REMOVE SOLID STATE SOFT STARTER PER ELECTRICAL DWGS (TYP OF 3) REMOVE AIR/VAC VALVE ASSEMBLY AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) REMOVE 12-INCH PUMP CONTROL VALVE (TYP OF 3) REMOVE 12-INCH FLANGE X GROOVE SPOOL (TYP OF 3) REMOVE CLAMPED ADJUSTABLE PIPE SUPPORT AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) REMOVE 12-INCH VICTAULIC COUPLING (TYP OF 3) REMOVE 300-HP MOTOR (TYP OF 2) EXISTING SWITCHBOARD 'A' J--t-\ 4 J.-+-\4 c:::J D EXISTING 12" STEEL~~ -<:=I==> c:::J D PUMP DISCHARGE PIPING (TYP 5) EXISTING HOUSEKEEPING PAD E'==±::'3 r--.--7 I I I I I I ! I ! I I I I PUMP NO, l I I I I I I I I. I l_-f::, CD ® 0 © ® ® 0 ® ® REMOVE AND REINSTALL AS REQUIRED PIPING AND APPURTENANCES BETWEEN NEW PUMP ASSEMBLY AND CHECK VALVE PROTECT-IN-PLACE 12-INCH PROPELLER FLOW METER, 12-INCH BUTTERFLY VALVE, 12-INCH DISCHARGE PIPING AND APPURTENANCES, AND ADJUSTABLE PIPE SUPPORTS 300-HP, 1,770-RPM INVERTER DUTY VERTICAL TURBINE PUMP MOTOR (TYP OF 5) FABRICATED STEEL PUMP DISCHARGE HEAD (30 PUMP CAN X 12 DISCHARGE PIPE) (TYP OF 3) 3-STAGE VERICAL TURBINE PUMP ASSEMBLY (TYP OF 3) REINSTALL AIR/VAC VALVE ASSEMBLY (TYP OF 3) 12-INCH APCO CSD SLANTING DISC CHECK VALVE WITH BOTTOM MOUNTED BUFFER (TYP OF 3) 12-INCH FUSION BONDED EPOXY STEEL PIPE SPOOL (FLANGE X GROOVE), LENGTH TO BE DETERMINED IN FIELD (TYP OF 3) ADJUSTABLE PIPE FLANGE SUPPORT PER DTL 1 ON SHEET 5 (TYP OF 3) EXISTING 30" STEEL DISCHARGE LINE EXISTING 12" STEEL PIPE AND FITTINGS @ @ EXISTING MCC 'B' EXISTING MCC 'C' E'==±::'3 r--.--7 I I I I I I I I I I I I I I I I I PUMP NO, 2 I I I I I I I i I l_ ::, EXISTING PUMP ROOM E'==±::'3 r--.--7 I I I I I I I I I I I I I I I I I PUMP NO, I I I I I I I i I l_ ::, SCALE: 1/4"=1'-0" 3 EXISTING 30" STEEL MANIFOLD ------ E'==±::'3 5 r--.--7 I I I I I I I I I I I I I I I I I PUMP NO, 4 I I I I I I I i I l_ ::, -+- E'== r- I I I I I I I I I PUMP NO, 5 I I I I I I L_i :::i"-----EXISTING 24" STEEL WATER SUPPLY LINE (TYP) 12-INCH VICTAULIC COUPLING, STYLE 77 (TYP OF 3) VARIABLE FREQUENCY DRIVE PER ELECTRICAL DWGS (TYP OF 3) EXISTING SWITCHBOARD 'A' c:::::J □ 1--1----111 1. ALL EXISTING ITEMS, CALLED OUT OR NOT, SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. 2. DELIVER EQUIPMENT REMOVED ON DEMOLITION NOTES, ITEMS 3, 4, 6 AND 10 TO CITY YARD. COORDINATE WITH CITY STAFF FOR DELIVERY/LOCATION WITHIN CITY YARD, OR DISPOSE AS DIRECTED BY THE ENGINEER. 3. VERIFY ALL DIMENSIONS, CLEARANCES, ETC. PRIOR TO SUBMISSION OF SHOP DRAWINGS AND EQUIPMENT PROCUREMENT. EXISTING MCC 'B' EXISTING PUMP ROOM EXISTING 30" STEEL DISCHARGE LINE EXISTING 12" STEEL~- PIPE AND FITTINGS EXISTING MCC 'C' EXISTING 30" STEEL MANIFOLD c:::::J -+-------+------+--I --+-----+- □ c:::::J □ c:::J D c:::J D 1--1----\ 11 _ _,_11 EXISTING 12" STEEL~~ <,:::i=:,, PUMP DISCHARGE PIPING (TYP 5) EXISTING HOUSEKEEPING PAD EF:.;!;:~3 I I I I I I I I I I I I I I I I I PUMP NO, I I I I I I I i I l_ ::, 1 8 I E'==±::'3 E'==±::'3 r--.--7 r--.--7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PUMP NO, 2 PUMP NO, I I I I I I I I I I I I I i I l_ :::i I i I l_ :::i SCALE: 1/4"=1'-0" ~-c¢::l::;.----\10 I I E'==±::'3 E'== =='3 r--.--7 r---, I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 PUMP NO, 4 PUMP NO, 5 I I I I I I I I I I I i I __/1..-i ::J l_ :::i EXISTING 24" STEEL WATER SUPPLY LINE (TYP) 0 2' 4' SCALE: 1 / 4" =1 '-0" 8' I C 0 []_ D 0 ::e I 0 E Q) 0 tj- 0 I 1/) D I tj- CD N N / Q. E 1/) []_ D C 0 C Q) ('.) Q. => -" l) 0 [I) [/) []_ .c -CD -I 0 <( u / 0 <( u CD / U) -C Q) E Q) > 0 L Q. E 1/) []_ D C 0 L 0 -0 L Q) C Q) ('.) Q. => .Y l) 0 [I) 1/) []_ -1/) .c l) 0 Q) [I) -----------------.------------------------------.-D-E-SIG_N_E-D:-...-D-RA_W_N_: _.....,._.....,._...,.. _________________ ...,.. ___ RE-VI-EW_E_D_: -----...--------------------------~ Underground Service Alert NAH cs ~ 1-800 227-2600 DUDEK CHECKED: DATE: Jl . . C) ? RJO 3/17/2021 ~~ 1-----------------------------1 ~ BENJAMIN DAVIS, RCE 82033 " ASSOCIATE CIVIL ENGINEER c --------------------------::" w DATE BY DESCRIPTION APP'D. 1--------I D / REVISIONS DATE: ______ _ SHEET OF _______________________________________________________________________________ ......, __________________________________________________________ ___.[]_ PUMP STATION DEMOLITION AND MODIFICATION SECTIONS DEMOLITION SECTION A MODIFICATION SECTION B 4 4 ENLARGED SECTION C - C-7693-2 TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE W-5389-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 27372 Calle Arroyo San Juan Capistrano, CA 92675 949.373.8316 20 GRAPHIC SCALES SHEET NOTES: 5 DEMOLITION NOTES: ” ” CONSTRUCTION NOTES: ADJUSTABLE PIPE FLANGE SUPPORT DETAIL 1 4/27/21 ~ EL 108.00 BOOSTER PUMP NO, 3/PUMP NO. 4/pUMP NO. 5 BOOSTER r-~ • ID 0 PUMP NO. 3/pUMP NO, 4/pUMP NO, 5 I ~ I 12" DIA DUCTILE IRON PIPE ' I[) © REMOVE 350-HP MOTOR, FABRICATED PUMP DISCHARGE HEAD, AND 6-STAGE VERTICAL TURBINE PUMP ASSEMBLY (TYP OF 3) 7 9 8 EXISTING CONCRETE SLAB EXISTING 30" DIA CML&C STEEL PUMP CAN • 3 i-:+---< 3 • EXISTING 24" STEEL CML&C WATER PIPING BOTTOM OF CAN s:-LL 0::: ~ ~ 0::: ~ (.) < I!: z 0 (.) ,_, . 0) v +I EXISTING 12" STEEL PUMP DISCHARGE PIPING EXISTING CONCRETE SLAB EXISTING 30" DIA CML&C STEEL PUMP CAN I I I I I I I ~I SEE ENLARGEDEB /J SECTION _£_ I - I .. ~ l EXISTING 24" STEEL CML&C WATER PIPING ·:, """'------<1~-----'(-.. s:-LL 0::: ~ ~ 0::: ~ (.) < I!: z 0 (.) ,_, • 0) v +I BOTTOM OF CAN PIPE SUPPORT LEGEND CD ADJUSTABLE PIPE SADDLE SUPPORT (ANVIL FIG. 264 OR APPROVED EQUAL) 0 PIPE STANCHION WITH 3/8" X 10• X 10" BASE PLATE (ANVIL FIG. 63, TYPE T OR APPROVED EQUAL) @ 5/8" SST EPOXY ADHESIVE ANCHOR WITH STAINLESS STEEL LEVELING NUT AND WASHER, 5-1/2" MINIMUM EMBED (TYP) 0 1-1/2" MINIMUM NON-SHRINK GROUT ® HEIGHT TO BE DETERMINED IN FIELD NOT TO SCALE 1 1-1/4" (TYP) 4 X < :::::. ;,. ' I') 0) '-z :::::. • IO - CONCRETE SLAB 0 ® 0 ® ® @ CD 0 0 REMOVE AIR/VAC VALVE ASSEMBLY AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) REMOVE 12-INCH PUMP CONTROL VALVE (TYP OF 3) REMOVE 12-INCH FLANGE X GROOVE SPOOL (TYP OF 3) REMOVE CLAMPED ADJUSTABLE PIPE SUPPORT AND REINSTALL PER CONSTRUCTION NOTES (TYP OF 3) REMOVE 12-INCH VICTAULIC COUPLING (TYP OF 3) REMOVE 300-HP MOTOR (TYP OF 2) REMOVE AND REINSTALL AS REQUIRED PIPING AND APPURTENANCES BETWEEN NEW PUMP ASSEMBLY AND CHECK VALVE PROTECT-IN-PLACE 12-INCH PROPELLER FLOW METER, 12-INCH BUTTERFLY VALVE, 12-INCH DISCHARGE PIPING AND APPURTENANCES, AND ADJUSTABLE PIPE SUPPORTS 300-HP, 1,770-RPM INVERTER DUTY VERTICAL TURBINE PUMP MOTOR (TYP OF 5) FABRICATED STEEL PUMP DISCHARGE HEAD (30 PUMP CAN X 12 DISCHARGE PIPE) (TYP OF 3) --------------------------® 3-STAGE VERICAL TURBINE PUMP ASSEMBLY (TYP OF 3) 12-INCH APCO CSD SLANTING DISC CHECK VALVE WITH BOTTOM MOUNTED BUFFER (TYP OF 3) EXISTING 12" STEEL PUMP DISCHARGE PIPING 10 8 7 Q ..Jill -~--,--1 I h~~-rl t--~-,.L/,-_...JI"---~;7... -I I 11--+-+-n-l 1 oi.~o 1 : ->-+-----H-+-----+-: -: 17~MtrF--C+-, Hl-<j~ ·,. ··,~ 11--+-+-V-. I I ~ ~ BOOSTER PUMP NO, 3/pUMP NO, 4/pUMP NO, 5 / \. IL+- 1 \ ~ 0 i 4 .... ... ~I )-,_ ~ -r-.. (j) ® 12-INCH FUSION BONDED EPOXY STEEL PIPE SPOOL (FLANGE X GROOVE), LENGTH TO BE DETERMINED IN FIELD (TYP OF 3) ® ADJUSTABLE PIPE FLANGE SUPPORT PER DTL 1, THIS SHEET (TYP OF 3) @ 12-INCH VICTAULIC COUPLING, STYLE 77 (TYP OF 3) 1. ALL EXISTING ITEMS, CALLED OUT OR NOT, SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. 2. DELIVER EQUIPMENT REMOVED ON DEMOLITION NOTES 3, 4, 6 AND 10 TO CITY YARD. COORDINATE WITH CITY STAFF FOR DELIVERY/LOCATION WITHIN CITY YARD . 3. VERIFY ALL DIMENSIONS, CLEARANCES, ETC. PRIOR TO SUBMISSION OF SHOP DRAWINGS AND EQUIPMENT PROCUREMENT. 4. PROVIDE CLEARANCE FROM SUCTION BELL TO PUMP CAN PER PUMP MANUFACTURER'S WRITTEN RECOMMENDATIONS. ~ "' C 0 -u <l) Cf) D 0 2 I 0 E <l) 0 u, D :r: Cf) D I scj- cD N N / o_ E Cf) o_ D C 0 C <l) (') o_ => c,( u 0 [Il Cf) o_ CD / "' -C <l) E <l) > 0 L Q_ E . , J EL 57.65) (EL 57.65) SEE SHEET NOTE 4 ...... Cf) o_ D C 0 • I ' I 1/, 1/,,'< 0 SCALE: 1/4"-1'-0" 0 . . ----t2 . . ' EXISTING CONCRITEJ SLAB SCALE: 1/2"-1'-0" . . EXISTING 30" DIA---- CML&C STEEL PUMP CAN 0 I a 1' 2' 4' SCALE: 1 /2"=1'-0" - --- L 0 -0 L Q) C Q) (') o_ => "' 0 0 rn Cf) o_ scj- <D N N _c 0 0 <l) rn -...-------......,------.-----------------------....-------..-DE_S_IGN-E-D:_..,.....DRA-WN-:----.---.------------------.--.--RE-VI_EW_E-D: _____________________________ ~ Underground Service Alert NAH cs i 1-800 227-2600 DUDEK == A .. ~ ~ RJO 3/17/2021 ~[j__}y.:_ 1---------------------------1 ~ <l) BENJAMIN DAVIS, RCE 82033 " ASSOCIATE CIVIL ENGINEER c ------------------------~ w DATE BY DESCRIPTION APP'D. 1----------I D / REVISIONS DATE: _____ _ SHEET OF -------------------------------------------------------------------------------------------------------------------------------------------------o_ C-7693-2 TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE W-5389-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 27372 Calle Arroyo San Juan Capistrano, CA 92675 949.373.8316 206 GENERATOR AND FUEL SUPPLY TANK FACILITY PLAN AND DETAILS GRAPHIC SCALE SHEET NOTES: GENERATOR AND FUEL SUPPLY FACILITY PLAN DETAIL 1 CONSTRUCTION NOTES: REMOVABLE POST DETAIL 2 GUARDRAIL NOTES: ALUMINUM GUARD RAIL DETAIL 3 FUEL OIL PIPING SCHEMATIC FUEL OIL PIPING NOTES: PIPE PENETRATION DETAIL 4 4/27/21 ±63' GUARD RAIL SEE DETAIL 3 3'-6" (106) • ~~~------l--r===~~=====~~=-~~1-=--=--=--=--=--i~=--=--~~=--=--=--~~=--=--=--=--=--=--=--=--=--=--=--=--§._~t-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=----.=t=::'.:::±:~w~===±--t-(104) ~ "-------'"'-~-----!-i=;r;:_f_;:_:-; __ ~-~--==-:='-=--::_:::: __ :::_:::: __ ::_= __ :::_~_:::: __ frt-+-+---~~~---+-~+'.--+--,f-'F-t----------1----+-ll+l+-r------r-(103) I EXISTING RETAINING/BLOCK WALL 4,000-GALLON DIESEL FUEL TANK 4-INCH DIAMETER PERFORATED PVC PIPE PER SHEETS 7-9 1,000 KW DIESEL GENERATOR WITH SOUND ATTENUATED ENCLOSURE PER ELECTRICAL DRAWINGS CONCRETE HOUSEKEEPING PAD PER SHEETS 7-9 CONCRETE EQUIPMENT PAD PER SHEETS 7-9 RETAINING WALL PER SHEETS 7-9 SPILL CONTAINMENT WITH FILL PORT, MONITORING PORT, AND DRAIN VALVE EXISTING CURB AND GUTTER REMOVABLE BOLLARD PER DTL 2 ON THIS SHEET o , , o 1------r -c102)-----~==---=-:===-:--=~~:-::-.~-+-l-+-------------'0'-----+, -l+--l----l-------l==============================~-~-----l-----r-111-(sEE SHEET NOTE 4) 30~--..i , -I I REINFORCED CONCRETE PAVEMENT. ASSUME 12-INCH THICK WITH #5@12" BOTH WAYS EACH FACE. CONSTRUCT 1/2" EXPANSION JOINT MATERIAL BETWEEN THE NEW CONCRETE PAVEMENT AND BOTH THE CONCRETE HOUSEKEEPING PAD (29) AND THE EXISTING RETAINING WALL {23) . CONSTRUCT EPOXY DOWELS SIMILAR TO DETAIL 2 ON SHEET 9 AT THE INTERFACE OF THE NEW AND EXISTING CONCRETE PAVEMENT. 1/4" STEEL PLATE WELDED TO TOP AND BURRS REMOVED 6" DIA X 1/4" STEEL PLATE WELDED TO BOTTOM OF PIPE SLEEVE CONCRETE HOUSEKEEPING PAD PER STRUCTURAL DRAWINGS 1 8 FOUR LINKS THREE LINKS MAKE BOWL SHAPED--=:jS~ RECESS IN CONCRETE TO ACCOMMODATE THREE LINKS OF CHAIN ~i .~ .... ·_•_·_• < 3'-0" I 1 8 4" DIA STEEL PIPE SEE HASP DETAIL 5" DIA STEEL PIPE SLEEVE 4" DIA STEEL PIPE ::E ~f- -0~ "' mo.. ~ ::E I.J... oo E --~ 5" DIA STEEL PIPE SLEEVE HASP DETAIL NOT TO SCALE 0 I 0 0 ~: @! I 0 0 I __________________________ J I 0 0-- • m I • Q) I I b ~ +I 'N I . -• ·. I() 0 5•-0· MAX SPACING • 1 • co I I") • m I II II u u CONTINUOUS TOP RAIL & POST CAST ALUMINUM BASE FLANGE II u II I 0 • <O TYP OF 10) • I") 3'-0" {TYP) 0 0 0 I I • I 12" m I I • st-r--: I I ~ m ~ ~ I 31 .I .. ·••' I I , 5' (TYP) , I 30 (SEE SHEET NOTE 3) EXISTING CONCRETE/ PAVEMENT -=;;;;;;;;;;;;;;iiiiiiiiiiiiiiiiiiir-L-==- FLUSH SURFACE TEE FITTINGS DISCONTINUOUS RAIL TOP OF RETAINING WALL II II u u 2 EA, 1 /2" SST EPOXY ADHESIVE ANCHOR W/ SST NUT AND WASHER, 3 1 /2" MINIMUM EMBED (TYP) <1 114 . u LI 0 4' 8' CJ ----SCALE: 1" = 4' <1 II u 1. ALL GUARDRAILS SHALL BE FIXED UNLESS NOTED OTHERWISE. 2. ALL GUARDRAILS SHALL CONFORM WITH SAFETY CODE REQUIREMENTS (UBC). 3. POSTS AND RAILINGS SHALL BE 1 1/2" SCHEDULE 40 ALUMINUM PIPE ALLOY 6105-T5, ASTM-B-429 OR ASTM-B-221. 4. GUARDRAILS SHALL BE DESIGNED TO WITHSTAND A 200 LB CONCENTRATED LOAD APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE TOP RAIL. 5. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS. 6. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE PROTECTED WITH A COAT OF BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL. HYDROSTATIC SEAL ASSEMBLY "LINK-SEAL" OR EQUAL 1 " <1 6" w 4" DIA PERFORATED PVC PIPE ...J <( 0 ::c 0 0 4 • w co 0::: 0 (.) 4 <1 LI CONSTRUCT NON-SHRINK GROUT BETWEEN SEAL AND FACE OF WALL @) @ @ @ @ @) @ @ @ @) FILL WITH NATIVE SOIL, COMPACT TO 95% RELATIVE COMPACTION 3/4-INCH SCHEDULE 40 BLACK IRON PIPE PER SPECIFICATION SECTION 15191 3/4-INCH ANTI-SIPHON VALVE, NOT TO EXCEED 5-IN HG OPENING PRESSURE 3/4-INCH FULL PORT 316 STAINLESS STEEL BALL VALVE 3/4-INCH EMERGENCY SHUT-OFF VALVE WITH FUSIBLE LINK 4-INCH DIAMETER PVC PIPE PENETRATION PER DTL 4 ON THIS SHEET 1-INCH X 3/4-INCH SCHEDULE 40 BLACK IRON REDUCER DIESEL FUEL SUPPLY {ROUTE PIPING TO GENERATOR WITH SHORTEST RUN AND FEWEST BENDS) DIESEL FUEL RETURN (ROUTE PIPING TO GENERATOR WITH SHORTEST RUN AND FEWEST BENDS) RETAINING WALL FOOTING PER SHEETS 7-9 1. ALL EXISTING ITEMS, CALLED OUT OR NOT, SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. 2. VERIFY ALL DIMENSIONS, CLEARANCES, ETC. PRIOR TO SUBMISSION OF SHOP DRAWINGS AND EQUIPMENT PROCUREMENT. 3. THE CONCRETE PAD FOR THE GENERATOR SET WAS DESIGNED AROUND A KOHLER GENSET AND ENCLOSURE AND CAN SUPPORT UP TO 40,000 LB UNIT. IF AN ALTERNATE GENERATOR SET AND ENCLOSURE IS PROVIDED, THE CONTRACTOR SHALL ALTER THE PAD AND FACILITY DIMENSIONS ACCORDINGLY TO MAINTAIN (AT A MINIMUM) THE CLEARANCES NOTED ON THE PLAN. 4. THE CONCRETE PAD FOR THE FUEL TANK WAS DESIGNED AROUND A CONVAULT 4,000-GALLON TANK AND CAN SUPPORT UP TO 80,000 LBS WHEN THE TANK IS FULL. IF AN ALTERNATIVE FUEL TANK IS PROVIDED, THE CONTRACTOR SHALL ALTER THE PAD AND FACILITY DIMENSIONS ACCORDINGLY TO MAINTAIN (AT A MINIMUM) THE CLEARANCES NOTED ON THE PLAN. :,. Q_ scj-n 00 N 0 N '.___ 0 N '.___ u, V) I X w <D 0 :r: V) n 0 :r: V) 0 I scj- <D N N / Q_ E V) Q_ " C 0 C 0) ('.) Q_ ------------------------------------1 ~==========================================~ 1. ALL FUEL OIL PIPING PER SPECIFICATION SECTION 15191. 2. ALL FUEL PIPING SHALL BE FORGED STEEL SOCKET-WELDED FITTINGS. u 0 m V) Q_ .c ~ <D ~I D <( u / D <( u <D / "' ~ C 0) E 0) > 0 L Q_ E V) Q_ " C 0 L 0 ~ 0 L 0) C " ('.) Q_ ::, _','_ u 0 m V) Q_ scj- <D N N NOT TO SCALE 0 NOT TO SCALE 0 _c u 0 0) m NOT TO SCALE ~ -------------....-----------------------...--------DE-S-IGN-E-D:-..,...DRA-WN_: _____ ...,.. _________________ ....,_REV-1-EW-E-D: _____ .,.... _______________________ ~ Underground Service Alert NAH cs ~ 1-800 227-2600 DUDEK CHECKED: DATE: /l . . Cl ? RJO 3/17/2021 'flbit-v: rL.,Jv.:_. ------------------------[ DATE BY DESCRIPTION APP'D. REVISIONS BENJAMIN DAVIS, RCE 82033 ro C ASSOCIATE CIVIL ENGINEER o, DATE: _____ _ ------------------------<= w ~ ______ o SHEET OF / ...._ _____________________ ___...._ ________________________________ ___...._ ______ ..._ ___ ..._ ___ ..._ ____________________________________________________ ..... Q_ DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 21 GENERAL STRUCTURAL NOTES 712/31/2022 03 / 1 9 / 2 0 2 1 4/27/21 20 STRUCTURAL SHEETS: 7 GENERAL NOTES 8 FOUNDATION PLAN & SECTIONS 9 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES: 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFls) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2019 CALIFORNIA BUILDING STANDARDS CODE (CBSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN AS AMENDED BY THE STATE OF CALIFORNIA. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO SPECIFICATIONS. DESIGN LOADS: PER 2018 IBC & 2019 CBSC SURCHARGE LOAD 200 PSF 1603.1.5 -EARTHQUAKE DESIGN CRITERIA: RISK CATEGORY ........................................................... . IV SEISMIC IMPORTANCE FACTOR, IE .................................. . 1.00 SPECTRAL ACCELERATION, Ss .......................................... . 1.388 g SPECTRAL ACCELERATION, S1 .......................................... . 0.496 g SITE CLASS ................................................................... . D SPECTRAL RESPONSE COEFFICIENT, Sos ......................... . 0.925 g SPECTRAL RESPONSE COEFFICIENT, S01 ......................... . 0.628 g SEISMIC DESIGN CATEGORY .......................................... . CATEGORY D MEAN PEAK GROUND ACCELERATION, PG/\, ...................... . 0.666 g FOUNDATIONS: 1. GEOTECHNICAL REPORT WAS PREPARED BY CONVERSE CONDULTANTS OF COSTA MESA, CA. PHONE: (714) 444-9660, DATED JULY 29, 2020 (THEIR FILE No. 19-32-151-01). THE CONTRACTOR SHALL BE FAMILIAR WITH THAT SUPPLEMENTAL REPORT INFORMATION AND THE RECOMMENDATIONS CONTAINED THEREIN. 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED ENGINEERED FILL, PER THE PROJECT CONTRACT DOCUMENTS. THE CONTRACTOR IS DIRECTED TO THE GEOTECHNICAL REPORT IN THE PROJECT SUPPLEMENTAL INFORMATION FOR ADDITIONAL INFORMATION. EXCAVATIONS FOR FOUNDATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OF CONCRETE FOR FOUNDATION. 3. SOIL 3.1. 3.2. 3.3. 3.4. 3.5. DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: SOIL BEARING -2,000 PSF Y:J INCREASE ALLOWED PRESUMED CAPACITIES FOR SHORT TERM LOADS SOIL PROFILE - D FRICTION COEFFICIENT -0.34 RETAINING WALLS 3.5.1. PASSIVE PRESSURE: 3.5.2. ACTIVE PRESSURE: 3.5.3. SEISMIC PRESSURE: 250 PCF 38 PCF 18 PCF (INVERTED TRIANGLE) CONCRETE: 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACl-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACl-301, METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: TYPE f'c SLUMP w/c AIR ALL CONCRETE 3,250 psi 1 -4" 0.45 6% 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (±) 1 % AIR ENTRAINMENT BY VOLUME. AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACl-306. HOT WEATHER PLACEMENT SHALL CONFORM TO ACl-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. 5. CHAMFER ALL EXTERIOR CORNERS 1 /2" UNLESS SHOWN OTHERWISE. 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE AGGREGATES SHALL NOT EXCEED ¾". WATER SHALL BE CLEAN AND POTABLE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2' -0" AT CORNERS AND WALL/FOOTING INTERSECTIONS WITH MIN. EMBEDMENT BEYOND INTERFACE PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318. 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACl-347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28-DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS. SPECIAL INSPECTIONS: 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED 2. HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS INCLUDE THE FOLLOWING AREAS OF WORK: 1.1. SOILS COMPACTION: ALL SOIL BEARING SURFACES AND FILL MATERIALS SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACING CONCRETE OR AS INDICATED BY THE GEOTECHNICAL ENGINEER. 1 .2. CONCRETE: 1.2.1. CYLINDER TESTS, SLUMP TEST, AIR CONTENT 1 .2.2. DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS 1 .2.3. DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) 1.2.4. SPECIAL INSPECTION IS NOT REQUIRED FOR FOOTINGS WHEN THE REQUIRED CONCRETE STRENGTH IS LESS THAN OR EQUAL TO 2,500 PSI. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OWNER, AND THE BUILDING OFFICIAL COPIES OF ALL REPORTS AND SPECIAL INSPECTIONS. OF RECORD, THE RELEVANT TEST POST-INSTALLED CONCRETE ANCHORS: 1. ADHESIVE: 1.1. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 1.2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. 1.3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-14 SECTION 17.8.2.2, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-14 SECTION 17.8.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. (_; 0 -----------------------------------...------------..... ---...--...--...... ----------------...-----------------------------------CJ -- PSE 1903-0025 ~ 03/17/2021 10650 Treena Strool, Suite 111 PETERSON STRUCTURAL ENGINEERS San Diego, California 92131 (858) 842-1674 -- ~ESSt~ ~~" w. If<'. % ~J' ~\~ /;! -, --' \,) Jo. 89434 '" v.~ "'' ~ ~~lJ::• Ci~IL ~-r q,-C!>,LI~ KTK KTK b&vfi-JWW 03/2021 I r--; ,:=: Q --------------------------•• c; (-, en I r''j c_; -------------------------/ G; --------10 c·" / I EXPIRES I L.. ______________________ .....JL..,_ _____________ ,L ____________________ .l,..:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.....JL.... ___ .J.... ___ .l,. ______________________ ,L _______ ...L _________________ ....J _____ __Jx DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 20 FOUNDATION PLAN & SECTIONS 812/31/2022 FUEL TANK (DASHED) MAX WEIGHT = 80,000LBS (FULL) MAX DIMENSIONS (L X W X H) = (12'-2" X 8'-o" X 9'-3" TALL) ANCHORAGE DESIGNED BY CONTRACTOR AND/OR MANUFACTURER TOP OF WALL ELEV. 106.80'+1 RETAINING WALL FOOTING (DASHED) - 20' MIN EXISTING CURB ELEV. 107.00'± 63'-10"+ i-------------~---,---t--40' MAX ________________ __, __ \_ I / I I I I (E) CMU WALL I 11·-11"± --J'-o" 1 MIN 13' -2"+ MAX - .---------'c-'c-----------, r- 1 o· -8"± MAX ' l 8' -0" MAX 14'-7"± MAX I 6" I 3'-1 1/2"+ 8'-7" MAX / T.O.W. EL. 106.80'+ ·-. (E) CMU WALL - / I L ~ -----+-12'-2" MAX---- 6,, ' ' 1 '-4"+ - ---+.---------+--------~-~ I 5'-2"+ • I B 9 -- 3'-o"± ' I 1 '-3"+ FOUNDATION PLAN DOWEL INTO (E) WALL PER DETAIL/ 2 B 9 9 EXPANSION JOINT PER DETAIL(3 9 1/4" = 1'-0" I 20' MIN -~-,------------------,--40' MAX------------~~ (E) RETAININGl(N) RETAINING WALL WALL ELEVATION 1/4" = 1'-0" CB EXPANSION JOINT . . PER DETAIL/ 3 • 9 ½" FLEXIBLE JOINT FILLER ON EACH SIDE OF CONCRETE PAVEMENT CONCRETE PAVEMENT - 31'-3"± MAX ______ L__ 25' -0" MAX TOP OF PAD FINISHED GRADE BEYOND ' 7 I I I 1 _J GENERATOR (DASHED) MAX WEIGHT = 40,000 LBS MAX DIMENSION (L X W X H) - (25'-o" X 8'-7" X 16'-o" TALL) PROVIDE LEVEL 2 SOUND ENCLOSURE ANCHORAGE DESIGNED BY CONTRACTOR AND/OR MANUFACTURER " ---," - TOP OF WALL ELEV. 106.80'+ -3' -6" - . . , - i_ V t _l MIN 1 o' 1 5' 1 '-0" EXPANSION JOINT PER DETAIL (3 20' -4"+ RETAINING WALL MIN MAX MATCH (E) WALL ELEV. 101.50'+ t ·,·· -GUARDRAIL PER SHEET 6 / 1 .\. T.O.W. EL. 106.80'+ ~ 6"± '-· . '· T.O.F. COMPETENT NATIVE SOIL OR ENGINEERED FILL G L L > c; l.L ,_: L C L () LI. C r -------r-----------r----:::::~-r---r--.--~~--------~-----~-------------, C ,-, I l'l(OFESS/~ ,., PSE PETERSON STRUCTURAL ENGINEERS 1903-0025 03/17/2021 10650 Treena Street, Suite 111 San Diego, California 92131 (858) 842-1674 ~,\'\-1 W, If~% KTK KTK •=• $00 ~~ 0, 89434 CIVIL CF CA\..\~ JWW 03/2021 6/9/21 JWW REVISED RETAINING WALL HEIGHT 1----------1 c: DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 20 STRUCTURAL DETAILS 912/31/2022 NOTE: ALTERNATIVELY PROVIDE #5 DOWELS W/ 12" HORIZONTAL LEG AND 30" LAP W/ #5 VERTICAL BARS @ 12" O.C., EACH FACE GUARDRAIL PER SHEET 6 ½" FLEXIBLE JOINT ------, ----, --, --,--~ ... ---, 6" THICK CONCRETE PAVEMENT EXISTING CURB -- FILLER 1 '-0" i I 1" CHAMFER ALL AROUND EXPOSED CORNERS (TYP) -7 I I ~ I If) w #5x ~ @12" o.c. ~----+-8' -0" MAX----~1 I 1-0 WATERPROOFING PER CONTRACTOR RETAINED HEIGHT VARIES, MAX HElGHT: • 7'-o" \ 2" CLP. TYP #5 HORIZONTAL BARS @ 12" 0 C., EACH FACE - g' -3" MAX 10'-8" MAX 1 '-4"± ~-3' -6" -~----- 1],~~ ' 4" MIN I I MIN (TYP) j 2" CLP TYP I I I - FUEL TANK (DASHED) MAX WEIGHT = 80,000LBS (FULL) MAX DIMENSIONS (L X W X H) = ( 12' -2" X 8' -0" X 9' -3" TALL) ANCHORAGE DESIGNED BY CONTRACTOR AND/OR MANUFACTURER #5 @ 12" O.C., EACH WAY ROUGHEN SURFACE #4 DOWELS W/ 12" HORIZONTAL LEG, SPACED AT MAX 12" O.C. AT EACH FACE. EMBED 6" INTO (E) SLAB W/ HILTI RE-500 V3 EPOXY NOTE: ALTERNATIVELY PROVIDE #5 DOWELS W/ 12" HORIZONTAL LEG AND 30" LAP W/ #5 VERTICAL BARS @ 12" O.C., EACH FACE GUARDRAIL PER SHEET 6 ½" FLEXIBLE JOINT FILLER __'L 6" THICK CONCRETE PAVEMENT 1 '-0" 1" CHAMFER ALL AROUND (TYP) EXISTING CURB #5x il @12" o.c. 1-0 #5 HORIZONTAL BARS @ 12" O.C., EACH FACE 2" ~CLR. TYP -8' -7" MAX -7 I I I I I 1 6' -0" MAX I . '/' I j I I I I I I I GENERATOR (DASHED) MAX WEIGHT = 40,000 LBS MAX DIMENSION (L X W X H) -/-(25' -o" X 8' -7" X 1 6' -o" TALL) PROVIDE LEVEL 2 SOUND ENCLOSURE ANCHORAGE DESIGNED BY CONTRACTOR AND/OR MANUFACTURER #5 @ 12" O.C., EACH WAY ROUGHEN SURFACE #4 DOWELS W/ 12" HORIZONTAL LEG, SPACED AT MAX 12" O.C. AT EACH FACE. EMBED 6" INTO (E) 1 "0 P[C<CORAT[D PVC Pl p [ -I ~; rz:1 .. -,--c--,----.--7'""Fr~-:::-F---:;;_-z::::!-A~----=--,;.:---:;:::. --=--::;,'.-,T, --:;., -=-=,--:;.:--::_:_--~-oh~~;:::~':..::---=--~-=---:.::_--::::~-:;_-~-:.::_--=··::,-'-;.~-::.::_--:::_:-•-_:;:-=-:U, ~2-_l l~,2~··;_. ~C~LR~=~2 %~o~S~L~O-:':;P~E~.,,,' _6_"__, EL. 9 9. 2 5, ± RETAINED HEIGHT VARI ES, __Ml'\)( HEIGHT·' 7' :__O" 1_ 3'-o"+ 14'-7" MAX r-,-: SLAB W/ HILTI RE-500 V3 EPOXY u v1A ~, ~o i 2 ·~Noo c B o~;g ~ i , _l· _---==17=--=----~=:'.:::-=.---::_=-~'="-=-==----=~3.~.'. ::::'c':::L=R~1=---=-=~=---==----"-'~_;--:;'~·~-,,_...__.;__~-~-_:___' ~.__::~-,.-'=-=-.~.J_.111-..... , .4---... 19' -4" WATERPROOFING PER CONTRACTOR 4"¢ PERFORATED PVC PIPE 1 '-6" ~ (TYP) ~ 1 2" CLP 2:• CLRLJ",_MIN _ _ ____________________________ 1 ___ _ TYP J EL. 99.25'+ 1'-0" 1'-0" (E) CMU WALL (E) DOWEL INTO RETAINING WALL (N) RETAINING WALL REINFORCING PER DETAIL 2 \ (N) WALL 1 " = 1 '-0" G) SECTION 1/2" = 1'-0" ([) (E) CMU WALL #5 X 18" DOWELS W/ HILTI HY-270 EPOXY, EMBED 6" INTO EXISTING WALL. USE SCREEN TUBE INTO HOLLOW CELLS, AS NEEDED #5X18" LONG REBAR TOP AND BOTTOM. EMBED 6" INTO (E) CONCRETE FOOTING W/ HILTI RE-500 V3 EPOXY @ EACH HORIZONTAL BAR COMPETENT NATIVE SOIL OR ENGINEERED FILL / 1 \ EXPANSION JOINT \ AND CONCRETE PAVEMENT PER SHEET 6 I (E) RETAINING (N) RETAINING WALL WALL .. .. DOWEL INTO (E) WALL CB 1" = 1'-0" MIN #6 @ 12" O.C., EACH I WAY, TOP AND BOTTOM -----1 '-o" 1 '-o'' RETAINING 19'-4" WALL SECTION 1/2" = 1 '-0" EB ¾"¢ X 36" LONG SMOOTH GALVANIZED BAR EACH FACE TO MATCH HORIZ. REINFORCING. DE-BOND ONE SIDE W/ GREASE OR PLASTIC SLEEVE TYP WALL REINFORCING TYP REINFORCING ½" JOI NT WITH FLEXIBLE FILLER - NOTE: VERIFY EXISTING CMU WALL CONSTRUCTION IN FIELD. IF NEW RETAINING WALL FOOTING DOES NOT ALIGN VERTICALLY WITH EXISTING RETAINING WALL FOOTING, USE HILTI HY-270 EPOXY TO CONNECT RETAINING WALL FOOTING TO EXISTING CMU WALL @ EACH HORIZONTAL BAR. NOTIFY ENGINEER IF ANY CONFLICTS EXIST PRIOR TO CONSTRUCTION I ~ .: I I ' I .. EXPANSION ' I ;~ I JOINT DETAIL 1 1/2" = 1'-0" CB - I \ ·, \ \ \\ EXPANSION JOINT \_ AND CONCRETE PAVEMENT PER SHEET 6 COMPETENT NATIVE SOIL OR ENGINEERED FILL > c; l.L ,_: L C C C; r-----------.------------------.----::::::::::::---r--,---T-r,---------------r.-------r---------------------, ·~- l'l(OFEss'~ KTK KTK :~; PSE PETERSON STRUCTURAL ENGINEERS 1903-0025 03/17/2021 10650 Treena Street, Suite 111 San Diego, California 92131 (858) 842-1674 ~,\'\'I W. lfe % $or., '%, ~ ~ "":) -\~ o. 89434 V. * u); ~"' "f>,.; CIVIL ~ '< CF CAl.-1~ JWW 03/2021 6/9/21 JWW REVISED RETAINING WALL HEIGHT -------ic: 10 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 20 4/27/21 CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION CONDUIT SINGLE LINE SCl:JEMATIC DESCRIPTION CONDUIT fLAN. .PL.AN. DIAGRAM DIAGRAM .PL.AN. DIAGRAM DIAGRAM 0 )50A :) CIRCUIT BREAKER. UPPER NUMBER IS TRIP RATING. @ 0 0 3P LOWER NUMBER IS NUMBER OF POLES KILOWATT METER • THREE POSITION SWITCH. MAINTAINED CONTACT ■ PS °);; PRESSURE SWITCH. CONTACT ACTION AS NOTED ■ ......... FUNCTION MAY VARY AS NOTED ON DIAGRAMS . ON DRAWINGS -CENTER POSITION IS OFF ✓ TWO POSITION SWITCH. MAINTAINED CONTACT [!] UJ I I POWER TRANSFORMER. RATINGS AS NOTED V\1\1\. ■ • FUNCTION MAY VARY AS NOTED ON DIAGRAMS rnTI ON DRAWINGS qp DUPLEX RECEPTACLE. 20A, SPEC GRADE @v ■ a.L.. MOMENTARY CONTACT PUSHBUTTON. FUNCTION GROUNDING TYPE. UNLESS OTHERWISE NOTED MAY VARY AS NOTED ON DIAGRAMS ON DRAWINGS. $M ■ LOS MOMENTARY CONTACT PUSHBUTTON WITH PROVISION ◄ TELEPHONE OUTLET a.L.. FOR LOCKOUT. LOS 0 JUNCTION BOX OR CONDUIT FITTING AS NOTED OR ..L D ~ ~ LOCKABLE DISCONNECT SWITCH. RATING AND REQUIRED. -DETAILS AS NOTED ON DRAWINGS. (SHOWN WITH CONDUIT TURNING UP) -- ■LS ti LEVEL SWITCH, CONTACT ACTION rr ■zs ~ LIMIT SWITCH. NORMALLY OPEN AS NOTED ON DRAWINGS D r-7 r-7 i3 ■zs --LIMIT SWITCH. NORMALLY CLOSED L_...J L_...J CONTROL PANEL OR EQUIPMENT AS NOTED TIME DELAY RELAY CONTACT. ■Fs ~ FLOW SWITCH, CONTACT ACTION AS NOTED ON fiJ "';!NOTO OFF DELAY, NORMALLY OPEN, TIME OPEN DRAWINGS TIME DELAY RELAY CONTACT. $ TNCTC OFF DELAY, NORMALLY CLOSED, TIME CLOSED FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW TIME DELAY RELAY CONTACT. $3 °');:'!NOTC FLUSH TOGGLE SWITCH, THREE WAY ON DELAY, NORMALLY OPEN, Tlt.1E CLOSED TIME DELAY RELAY CONTACT. I I DS ANcTO ON DELAY, NORMALLY CLOSED, TIME OPEN LED FIXTURE. SEE LIGHTING SCHEDULE. Ciiiil ■sov + ~ LIGHTING FIXTURE, WALL MOUNTED ---3 SOLENOID OPERATED VALVE SEE LIGHTING SCHEDULE □ E:Hcx -<f---<f--t.1H-MANHOLE PB-PULLBOX HH-HANDHOLE MOTOR CONTROL CENTER DRAWOUT STABS OR AS NOTED ON DRAWINGS PB 181 2 MOTOR STARTER WITH THERMAL OVERLOADS. -T-TELEPHONE CONDUIT. SIZE AS NOTED -il-o'X,o-NUMBER INDICATES NEMA SIZE OL GROUNDING GRID OR GROUNDING CONDUCTOR 41= MOTOR OVERLOAD CONTACT G SIZE AS REQUIRED OR AS NOTED ON DRAWINGS ~ 0 0 MOTOR, NUMBER INDICATES HORSEPOWER ~ p GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS -m INDICATING LIGHT, PUSH-TO-TEST. LETTER l INDICATES COLOR. Cr EXOTHERt.1IC GROUND CONNECTION -R-RED B-BWE G-GREEN A-AMBER W-WHITE 0 CONTACTOR OR RELAY COIL. LETTER OR ~ L BOLTED GROUND CONNECTION NUMBER IS DESIGNATION M NORMALLY CLOSED CONTACT. LETTER OR 41= NUMBER IS DESIGNATION 0 CONDUIT BENDING UP M NORMALLY OPEN CONTACT. LETTER OR -II-NUMBER IS DESIGNATION • CONDUIT BENDING DOWN 9 RUNNING TIME METER, NON-RESETTABLE --UNDERGROUND OR CONCEALED CONDUIT, 1• MINIMUM O20A -6-FUSE, NUMBER INDICATES RATING EXPOSED CONDUIT, 3/4" MINIMUM. 9\.U.\.U9 CONTROL TRANSFORt.1ER. RATING AS NOTED ON »W HOt.1ERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL -'+ DRAWINGS OR AS REQUIRED BASED ON LOAD AND GROUND, CIRCUITS 1,3,5 PANEL PB1, NO SERVED. PB1 1,3,5 HASHt.1ARKS INDICATE 2 CONDUCTORS AND GROUND M · ~ESSl,~ /,!).~~~ C-...lf/l2 91 o. E11~"' ' ~ MORAES / PHAM & ASSOCIATES ~. 6/30 21 2131 Palomar Airport Rd. #120 * ( ,.., * -I>. f°CTR\~" ,,,~ -Carlsbad, CA 92011 o, CA~ - 3/17 /21 SINGLE LINE SCl:JEMATIC DESCRIPTION DIAGRAM DIAGRAM DRIVEN GROUND ROD/TEST WELL 3/4" X 10' Cu CLAD STEEL PANELBOARD OR AS NOTED ON DRAWING LIQUIDTIGHT FLEXIBLE CONDUIT @v CONDUIT NUMBER ·xxx·. REFER TO CONDUIT SCHEDULE FOR DESCRIPTION MANUAL MOTOR STARTER ..L ..L - - GROUND - -- - ..nnn.. ..nnn.. HEATER, RATING AS NOTED ON DRAWING i3 HORN OR AUDIBLE SIGNAL fiJ fiJ PHASE □ TERMINAL, INTERNAL WIRING ■ TERMINAL, FIELD WIRING INTRUSION (DOOR) SWITCH CONDUIT STUB OUT Qxx DISCONNECT SWITCH, F = FUSED NF = NON-FUSED XX = AMP RA TING JMM CAD JMM 3/2021 STANDARD ABBREVIATIONS A AMPERES MH MANHOLE AF AMPERE FRAME MIN MINIMUM OR MINUTE AFF ABOVE FINISHED FLOOR MLO MAIN LUGS ONLY AFG ABOVE FINISHED GRADE MOV MOTOR OPERATED VALVE ACTUATOR AT AMPERE TRIP MSB MAIN SWITCHBOARD ATS AUTOMATIC TRANSFER SWITCH MTR MOTOR AUTO AUTOMATIC N NEUTRAL AWG AMERICAN WIRE GAUGE NA NON-AUTOMATIC BC BARE COPPER NC NORMALLY CLOSED BKR BREAKER NCIO NORMALLY CLOSED, C CONDUIT INSTANTANEOUS OPEN CB CIRCUIT BREAKER NCTC NORMALLY CLOSED, CKT CIRCUIT TIME CLOSE c.o. CONDUIT ONLY NCTO NORMALLY CLOSE, CPT CONTROL POWER TRANSFORMER TIME OPEN CP CONTROL PANEL NEC NATIONAL ELECTRIC CODE CT CURRENT TRANSFORMER NIC NOT IN CONTRACT cu COPPER No NUMBER CR CONTROL RELAY NO NORMALLY OPEN cvzs CHECK VALVE LIMIT SWITCH NOIC NORMALLY OPEN, DC DIRECT CURRENT INSTANTANEOUS CLOSE DISC DISCONNECT NOTC NORMALLY OPEN, DISC SW DISCONNECT SWITCH TIME CLOSE DPDT DOUBLE POLE DOUBLE THROW NOTO NORMALLY OPEN, DPST DOUBLE POLE SINGLE THROW TIME OPEN DWG DRAWING NP NAMEPLATE DS DOOR SWITCH NTS NOT TO SCALE EL.ELEV ELEVATION OL OVERLOAD EMT ELECTRICAL METAWC TUBING PB PUSHBUTTON EO ELECTRICALLY OPERA TED PB PULLBOX EXIST EXISTING PC PHOTOCELL FBO FURNISHED BY OWNER PCV PUt.1P CONTROL VALVE FLA FULL LOAD AMPS PMR POWER MONITOR RELAY FLEX FLEXIBLE PNL PANEL FM FLOW t.1ETER POS POSITION FS FLOW SWITCH PR PAIR FT OR ' FEET OR FOOT PRI PRlt.1ARY FT FLOW TRANSMITTER PS PRESSURE SWITCH FVNR FULL VOLTAGE NON REVERSING PVC POLYVINYL CHLORIDE GD GAS DETECTORS PVC/RGS PVC JACKETED RIGID GF1 GROUND FAULT INTERRUPTER GALVANIZED STEEL CONDUIT GFP GROUND FAULT PROTECTION RECEP RECEPTACLE GND OR G GROUND RCP REt.10TE CONTROL PANEL HH HANDHOLE RGS RIGID GALVANIZED STEEL CONDUIT HOA HAND/OFF /AUTO RTU REMOTE TERMINAL UNIT HTR HEATER RVAT REDUCED VOLTAGE AUTO TRANSFORMER IC INTERRUPTING CURRENT SCE SOUTHERN CALIFORNIA EDISON IN OR " INCHES OR INCH SDGE SAN DIEGO GAS &: ELECTRIC JB OR J JUNCTION BOX, CONDULET OR SEC SECONDARY FITTING AS REQUIRED BY NEC. SEL SELECTOR UNLESS OTHERWISE NOTED SP SPARE KW KILOWATTS SPD SURGE PROTECTION DEVICE LCL LONG CONTINUOUS LOAD SPDT SINGLE POLE DOUBLE THROW LCP LOCAL CONTROL PANEL SPST SINGLE POLE SINGLE THROW LR LOCAL/REMOTE ss STAINLESS STEEL LOS LOCKOUT STOP STATION SSRV SOLID STATE REDUCED VOLTAGE STARTER LS LEVEL OR LIMIT SWITCH ST SHUNT TRIP LSIG LONG TIME, SHORT TIME, INSTANTANEOUS STA STATION AND GROUND FAULT ADJUSTMENTS STL STEEL LT LIGHT STP SHIELDED TWISTED PAIR LTG LIGHTING STR STARTER MCC MOTOR CONTROL CENTER STT SHIELDED TWISTED TRIPLET MCM THOUSAND CIRCULAR MILS sv SOLENOID VALVE t.1CP MOTOR CIRCUIT PROTECTOR SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE TEMP TEMPERATURE TM TELEMETRY TS TEMPERATURE SWITCH TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED VOLTS w WATTS W/ WITH W/0 WITHOUT WP WEATHERPROOF XFt.1R TRANSFORMER XP EXPLOSION PROOF ZS POSITION SWITCH OR Llt.1IT SWITCH 3W THREE WIRE 4W FOUR WIRE ~~ 0 0 I '1- <D N N / 0 N 0 N f--- (/) :r: f--- (0 ~ f--- 0:: 0 Q_ s w z / N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2011 EXISTING SITE, DEMOLITION, AND MODIFICATION PLAN SITE PLAN GRAPHIC SCALE 16th STREET CONCRETE ENCASED CONDUIT 4/27/21 _____ /.........,'\,.....,_ _____ 16"W ----©-----16"W -------16"W -------16"W ~------M,.9l I I I --1--H1 ------16"W -------16"W --------1 l-------M,.9l \ '\ \ \,\ \\ ----__J_STREET i - 3: ID ----------------- --------- ------ ---- • • • • • • • * I I I /1 / • ---=---~ 0 I I I I FUEL TANK CP ---t------4---J--td ! I 105 104 I 1 • : • I I @) ·1 I I • I I/I j ,j I , 1/1 I I/I STAl\l@~y GENE ATOR ENC!i1 SURE !fl> I,, I G,~pUND ROD (MtP) I I/I v1! 1/1 I • • • 1 17 , ' !_l!':'7 I I !.J !ii I I f7 I I I I I I 11 ,__....,..,_ -jl I r'~~--, _...J ------- - - ----=-=-=------------------------- • I· I I ! I 1· I. I I I I ! I I I I I I I I ! I I I I I I I I ! I w ~ ', ', \ I 1 ,1 □ I I G t J . I • SCALE: 1"=10' □D ATS EXISTING TELEMETRY ROOM I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~--,-J,-4-1--V I I EXISTING RESERVOIR I I I I I I I I I I I I I I I I I -----=--=---=---=----3 -__ -__ -__ - I I I I I I I I SEE SHT 14 AREA PLAN EXISTING NaOCL STORAGE ROOM Cr---'~---6"S --------< □ 0 0cuT EDGE ' t> ~ 24" MIN. TRENCH RESURFACING PER SAN DIEGO REGIONAL STANDARDS DRAWING G-24 AND G-25 YELLOW WARNING TAPE EXISTING ROAD 0 t> 95% COMPACTION BACKFILL #4 REBAR, LONGITUDINAL AT 4 CORNERS (OVERLAP 18" MIN.) #4 REBAR HOOP AT 8' MAX. (OVERLAP 18" MIN.) • -3" MIN. CONCR( ETE) ENCASEMENT TYP UNDISTURBED EARTH PVC CONDUITS, SIZE ½°' AND NUMBER PER PLAN"-1/' EB-------------------NTS- EXISTING CHEMICAL FEED PUMP ROOM 10' 20' 0 SAWCUT EXISTING SURFACE, SAW CUT TO BE STRAIGHT AND FULL DEPTH. 0 TACK COAT TO CUT EDGE. CUT TO BE 1" BEYOND EDGE OF PIT <§> REFER TO SPECIFICATIONS FOR CONDUIT REQUIREMENTS AND SEPARATION. NOTES G) COORDINATE CONDUIT STUB UP LOCATIONS WITH EQUIPMENT LOCATIONS . @ MAINTAIN 6" SEPARATION BETWEEN 480V UNDERGROUND CONDUITS AND LOW VOLTAGE OR SIGNAL CONDUITS. ----SCALE: 1" = 10' N N 0 N -._____ <D -._____ '1- 0 N w 0 I '1- <D N N / 0 N 0 -------------...... ----------------------,-------------------------------------..... -------..... -----------------------" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f- (/) ------------------------:r: f- (0 -f- 0:: ------------------------0 Q_ s 1---------1 ~ / .._ _____________________ ___..,__ ____________ _._ ___________________ ___..,__ ______ ...,_ ___ ...,_ ___ ...,_ _____________________ .,__ _______ .,__ ________________ _._ _____ ___,N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2012 SINGLE LINE DIAGRAMS/ ELEVATIONS SINGLE LINE DIAGRAM NEMA 3R, 480V, OUIDOOR METERING SWBD (E) SCE / A A V V V V AAA , . . (E) SCE PADMOUNT TRANSFORMER < ~ < - I I ))800A 0 , 3P SWBD 'AA' --------------- 0 3000A BUSWAY 3¢, 3W+G ~ ,__ I I ,__ ® NEMA 1, ATS, 480V, 3P, 3000A, 65KAIC ~---+-,,+-------- - -- , 100 < ~ < - I ') 3000A I 3P ) ~ ~~ I ~ ,__ OUTSIDE / J INSIDE J I I --9 SWBD 'A' NEMA 1, 480V, 3000A, 3¢, G 6/9/21 - - -- )90A 3P )100A 3P )150A 3P ' . ' . " . MCC-B MCC-C 480V SUBPANEL PUMP STATION AND CHEM RM AUXILIARY SYSTEMS - )500A 3P VFD (E) J ' 3W 65 KAIC )500A 3P VFD (E) J (E) - - )500A 3P VFD c,: J - - )500A 3P )500A 3P VFD VFD (i) (i) J J0 r ~ .f 112 ' .f 115 ' ....,..-,{ 109 ) ,,.__..-,.-{_ 11 0 ....,..-,{ 111 ) ,---7 I I PORT ABLE I .}--- I LOAD ,......_I -/ I BANK L ___ J ( 1600A/3P ---~ G ENG , --r / ~OA/3P I/ -~ -+~ PACKAGED OUTDOOR DIESEL STANDBY GENERATOR. 1000KW, 1250KVA, 480V, 3¢ 1505 FLA I I I #4/0 BC (TYP) 0 P1 300HP 0 P2 300HP 0 P3 300HP --- 0 P4 300HP r 0 I P5 300HP (E) ----EXISTING NEW 1//////1/ DEMO NOTES (i) REPLACE SOFT STARTER (SSRV) WITH VFD. @ REPLACE 350HP MOTOR WITH 300HP MOTOR. G) INTERCEPT EXISTING BUSWA Y AND EXTEND TO ATS. (v BUSWAY SHALL BE EATON AND COMPATIBLE WITH EXISTING BUSWA Y. @ ATS IS BYPASS/ISOLATION TYPE. @ PROVIDED AS PART OF GENERATOR SKID. 0 INTERCEPT 480 VOLT CONDUCTORS AND REROUTE TO NEW DISCONNECT. @ PROVIDE COMPATIBLE ADAPTER ON OUTDOOR VERTICAL SECTION. @ REPLACE EXISTING SWITCHBOARD FLANGE. @) REPLACE WALL FLANGE. 0 n w ~ 0 I -cj- <D N N ~ N I °' 0 I co 0 z 0 vi > w [t' 2 ::J 0 z w 0 0 <( / N I <D 0 I -cj- 0 0 w (/) > w [t' __J <( z c:: / 0 N 0 -----------------------------------""T"-------r-----,----""T"-■,--..,....-----------------,--"T'"--------r---------------------------1N 6/9/21 JI ADDENDUM RE\1SION MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM CAD 3/2021 f--- (/) 1---------------------------1:r: f--- <D ~ f--- [t' 1---------------------------10 Q_ s 1-------t ~ / L.. ______________________ _JL.,_ _____________ J... ____________________ .,L ______ .....JL----J....---..L----------------------.L..-------...L.-----------------....1--------■IN 16TH STREET PUMP STATION DEMOLITION PLAN DEMOLITION PLAN 13 DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 20 GRAPHIC SCALE 4/27/21 -r 1 I I I 11 r 11 1 I 3 1i1 1i1 I PLC EXISTING SWITCHBOARD 'A' EXISTING SWITCHBOARD 'AA' I I EXISTING MCC 'B' EXISTING MCC 'C' 4 16 I I I I ,Y I I \ I I I I I l;'---0 II I 3 I I I I I I I I EXISTING PUMP ROOM -+-------------+~I- I I \ A, \ I \ \ '-\ '-\ '-\_ "" ------------------------------------c:::::J ------------------------ --------------------P2 --------□ ------------VFD ------------------------~ --------c:::::J ------------□ P1 VFD \_EXISTING HOUSEKEEPING PAD E-=±=-3 r---1-7 I I I I I I I I I I I I I I ' ' EXISTING BOOSTER PUMP NO. 1 I I I I I I I I. I l.._f:, ---------------- ----)( ---- E-=±=-3 r---1-7 I I I I I I I I I I I I I I ' ' ------------ ----P:C---._ ---------------- -------------------- -------- ---- E-=±=-3 r---1-7 I I I I I I I I I I I I I I ' ' sv ------------ EXISTING BOOSTER EXISTING BOOSTER PUMP NO. 2 I I I I I I I I. I l.._f :, PUMP NO. 3 I I I I I I I I. I l.._f:, SCALE: 1/4.=1'-0" ---------------- E-=±=-3 r---1-7 I I I I I I I I I I I I I I ' ' sv ---- EXISTING BOOSTER PUMP NO. 4 I I I I I I I I. I l.._f:, -------- ---,I----- E-=±=-3 r---1-7 I I I I I I I I I I I I I I ' ' sv TYP ® P5 ----0TYP OF 5 EXISTING BOOSTER PUMP NO. 5 I I I I I I I I. I l.._f:'\_ EXISTING 24n STEEL WATER SUPPLY LINE (TYP) 0 2· 4' a· NOTES G) REMOVE AND SALVAGE P3, P4, AND P5 SOFT STARTERS TO CITY. @ DEMO PUMP CONTROL VALVE SOLENOID & POSITION SWITCH. CAP & COIL CONDUCTORS IN J-BOX. @ EXISTING CONDUITS AND CIRCUITS TO REMAIN. G) REMOVE MOTORS IN PREPARATION OF INSTALLING NEW MOTORS. DEMO FLEX POWER CONDUITS. (SEE SHT 14). SALVAGE MOTORS TO CITY. @ P5 SSRV IS TOP FED FROM SWITCHBOARD 'A'. N 0 N ----OJ .0::-.. n 0 "' w 0 I -cj- <D N N / 0 N 0 -----------------------------------------------..... -----,.-------------------------------------------------------------------1" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) ---------------------------:r: f--- (0 ~ f--- 0:: ---------------------------0 Q_ s 1----------1 ~ / ..__ _________________________ .._ ______________ __. _______________________ ..__ _______ .._ ___ ___, _____ ...._ ________________________ ...._ ________ ...,_ ___________________ ...,_ ______ __,N 16TH STREET PUMP STATION MODIFICATION PLAN MODIFICATION PLAN 14 DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 20 GRAPHIC SCALE 4/27/21 101 102 SEE SHT11 FORS-- CONTINUATION r+-1-~---tCORE PENETRATION (TYP) 0 (2) 3000A BUSWA YS ATS 106 115 3000A BUSWAY FROM METER SWBD EXISTING SWITCHBOARD 'AA' EXISTING SWITCHBOARD 'A' @ YVFD'S (P3/P4/P5) -::::;-i © ~-,,=,------------, • PS P4 P3 0.. -+----- ( I I I EXISTING PUMP ROOM -----+~I- /J ( I \~~ I r-...J.Ji1 107 ;;::::] L-~--a V J @@RTU □ P1@ I I I 113 I I )I( EXISTING TELEMETRY ROOM 114 EXISTING HOUSEKEEPING PAD E~=r=~3 I I I I I I I I I I I_ I l_-f::;, ' "" 109 >---.::W I , _ __,,, P'2- I E~=r=~3 SCALE: 1/4"=1'-0" I P'3 I E~=r=~3 I I I I I I I_ I l_-f::;, ----+-- /J ( I I I I I 109 I 110 110 >---.::W I P'4 a I E~=r=~3 111 0 ----,I--- - /J ( I \~~ I I I )I( I E=-~±=c!a r -..--,;;;i I I I I I I I I I I I I_ I l_-f::;, 111 EXISTING JUNCTION BOX (TYP OF 3) 0 2· 4' a· SCALE: 1/4"=1'-0" NOTES G) INTERCEPT AND EXTEND EATON BUSWAY TO ATS. @ ADD NEW 40A/2P BREAKER. LABEL 'GENERATOR PANEL' . @ SUPPORT ABOVE CEILING. G) CORE DRILL WALL @ USE EXISTING POWER AND CONTROL CONDUCTORS WHEN REPLACING SSRV'S WITH VFD'S. @ EXISTING CONDUITS (TYPICAL OF PUMPS 3, 4, & 5). REFER TO SHT 13. 0 ADD NEMA 3R, 480V, 600A, 3P, NON-FUSED HD SAFETY SWITCH. PROVIDE STRUT SUPPORT TO MATCH EXISTING JUNCTION BOX SUPPORT. PROVIDE NEW FLEX POWER CONDUIT TO MOTOR. PROVIDE WARNING SIGN ON DOOR. 'CAUTION -DO NOT OPERATE UNLESS VFD MAIN BREAKER IS OPEN'. @ MOTORS ARE BEING REPLACED WITH NEW MOTORS. @ ADD ETHERNET IP CARD TO EXISTING TOSHIBA VFD'S. INDUSTRIAL COMMUNICATIONS INC MODEL ETH-200, NO SUBSTITUTIONS ALLOWED. @) ADD 4-20 ma ANALOG OUTPUT MODULE AND ADD ETHERNET SWITCH. REMOVE OIT AND ASSOCIATED WIRING. PROVIDE BLANK COVER ON ENCLOSURE DOOR. REFER TO SPEC SECTION 17040. @ MODIFY CONDUIT FOR PS FOR NEW ENCLOSURE HEIGHT. EXISTING NEW 2 Q_ OJ 0 N - 0 I '1- <D N N / 0 N 0 ------------------------------------------------..... --------...... ---------------------------------------------------" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) -------------------------:r: f--- (0 -f--- 0:: -------------------------0 Q_ s t-------1~ / .._ ______________________ ___...._ _____________ .,___ ____________________ ..._ ______ ___...._ ___ ..._ ___ ..._ ______________________ .,___ _______ ...._ _________________ __. _____ ___,N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2015 SCHEDULES 101A 2"Generator Transformer Generator Generator Transformer #8 #6#3/0 #3 240 POWER3 ,6/9/21 CONDUIT CABLE I NO. SIZE FROM TO QTY. ~-~~ J _, __ ..... VOLTAGE REMARKS 100 (6)4" GENERATOR ATS 18 ' 350KCMIL #4/0 480 POWER . . . 101 1· SWBD A 2 480 POWER 102 1· GENERATOR CP RTU 1 CAT6 - -COMM 103 1· GENERATOR CP FUEL TANK 8 #14 -24 CONTROL ALARMS 104 1· GENERATOR CP FUEL TANK 1 #18STP -24 SIGNAL 105 1· ATS GENERATOR 2 #12 -24 CONTROL START/STOP 106 3/4" ATS RTU 1 CAT6 - -COMM 107 1· VFD'S (P3/P4/P5) RTU 3 CAT6 - -COMM 108 1-1/2" VFD'S (P3/P4/P5) RTU 6 #18STP -24 SIGNAL 109 4" SAFETY SW P3 6 #350KCMIL 12 480 POWER 110 4• SAFETY SW P4 6 #350KCMIL 12 480 POWER 111 4• SAFETY SW P5 6 #350KCMIL 12 480 POWER 112 4" SAFETY SW P1 6 #350KCMIL 12 480 POWER 113 4• SAFETY SW P2 6 #350KCMIL #2 480 POWER 114 1· VFD'S (P1 /P2) RTU 2 CAT6 - -COMM 115 3/4" ATS RTU 4 #14 -24 CONTROL ATS POSITION * ONE GROUND CONDUCTOR PER CONDUIT M · r-...lf/ld ~ MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 ~ESSl,~ ~ -~~ 91 o. (E11~"'' ~. 6/30 21 * ( ,.., * -I>. f'CTR\~" ,,,~ - o, CA~ - 3/17 /21 6/9/21 ... JMM CAD JMM 3/2021 ADDENDUM REVISIOO 0 '° w -0 I 'Cj- <D N N -N I °' 0 I co 0 z 0 vi > w [t' 2 ::J 0 z w 0 0 <( / N I <D 0 I 'Cj- 0 0 w (/) > w [t' _J <( z c:: / 0 N 0 N f--- (/) :r: f--- <D -f--- [t' 0 Q_ s w z / N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2016 DETAILS - 1 4/27/21 \ I @EXISTING MOTOR JUNCTION BOX 1 SCALE: NONE I '4" SSRV ELEVATION ,. 16,, SCALE: NONE ADD NEMA 3R NF SAFETY SWITCH 0 ,' 2 "MOTOR ELEVATION \. 16,, SCALE: NONE 's"",RTU ELEVATION ,. 16 ,,' SCALE: NONE REMOVE/MODIFY EXISTING BUSWA Y. EXTEND TO NEW A TS IN ADJACENT ROOM. ADD: (1) AO MODULE SWBD I A'-~/ ,,,_✓ ____ SWBD I AA'---- • • • • ffiSWBD 'A' 1 J • •• BUSWAY SCALE: NONE NOTES (D REROUTE 480 VOLT CONDUCTORS TO NEW SWITCH. REPLACE FLEX CONDUIT TO MOTOR AND RELOCATE TO NEW SWITCH. EXTEND STRUT SUPPORT TO MATCH EXISTING. @ REMOVE AND SALVAGE SSRv'S TO CITY. PROTECT CONDUCTORS FOR TERMINATION TO NEW VFD'S. 1//~ DEMO N 0 N "' OJ .0::-.. n 0 <D w 0 I '1- <D N N / 0 N 0 ------------...... -----------------...... -----...... ---...... ---------------------...... ---------------------------------1" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) ---------------------:r: f--- (0 ~ f--- 0:: ---------------------0 Q_ s 1---------1~ / .__ ___________________ ...._ ___________ ....._ ________________________ .__ __ ......, ___ ...._ __________________ ....._ ______ .....,_ ____________________ ___.N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2017 DETAILS - 2 4/27/21 PRECAST CONCRETE~ COVER /EXTRA STRENGTH VITRIFIED CLAY TILE PIPE OR EQUAL. FINISHED SURFACE----..,. 12"(1) X 24"(1) LONG OR GRADE ~~ ~( , ~~1· I ~~ ·· ~w a· "0-'S,;~, I 1,,;:f>' <'<"«0 -"-) APPROX. GROUND ROD >'/' ._,.____., .. H .. __, I CLAMP _ EXOTHERMIC WELD CLEAN SAND -----+-+.--e. · .. · . ) {SEE NOTE 3) @GROUND 1 NOTES: '·. -... : . . ' .... ; •• 1_: '-... : : 4 .·•-.1 ~--4/0 BARE COPPER GROUND WIRE l~ttt--+--COPPER-CLAD STEEL GROUND ROD • 3/4"(1) X 10' LONG 0 ROD TEST WELL DETAIL SCALE: NONE 1. TYPICAL FOR ALL DRIVEN GROUND RODS. 2. CORROSION/OXIDATION INHIBITING COMPOUND SHALL BE USED THROUGHOUT ON JOINTS AND TERMINATIONS. THOMAS AND BETTS COPPER SHIELD OR APPROVED EQUAL. 3. TEST WELL SHALL BE ARRANGED AND CONSTRUCTED TO FREELY DRAIN RAINWATER, PEA GRAVEL SHALL BE GENEROUSLY ADDED BELOW SAND TO INCREASE PERCOLATION. NON-SHRINK OR EPOXY GROUT -----,_ PACK BOTH ENDS OF SLEEVE \ •. WITH 3M FIRE DAM 150 3 HOUR ~--SCHEDULE 40 PVC RATED CAULK OR APPROVED / PIPE SLEEVE EQUAL, MINIMUM 1" DEEP ~ ~ ; .. -•. ~ .. : _: 1 /2" MINIMUM 1 \ ·:.;.:~ ·'k, 1 PVC COATED / GALVANIZED RIGID STEEL CONDUIT -~ • CORE DRILL HOLE AS REQUIRED ''-----PACK WITH OAKUM ----WALL DETAIL @CONDUIT WALL PENETRATION 1 SCALE: NONE 2 Q_ <D v N N 0 N '---0'.l ~ n 0 I v <D N N / 0 N 0 ------------------------------------------------...-----------------...-...... -----------------------------N MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM CAD 3/2021 f-- (/) ----------------------:r: f-- <D ~ f-- 0:: ----------------...... -----0 Q_ s 1---------1~ / .__ ____________________ ..._ ___________ __., __________________ _._ ______ ....._ __ ___,.,.,_ __ ....._ ___________________ ___. _______ ....._ _______________ ...._ ____ ___,N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2018 CONTROLS - 1 4/27/21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 480V L3 L2 L1 rrr ):)-:)--,MAIN CPT 11 F] I II : } CONTROL r"',_1_2_ov ___ .,.,_ POWER -- 0 ...._-------------+--oL1 TI o-+-----o--.. ...._---------------1--0L2 ----------------;i----vL3 T3o-+-----o-- s 0-+-i CR1 {RUN FWD) FREQUENCY r:;\3 PRIORITY \:=,/ MANUAL SPEED POT. VFD RUN STATUS TO LN Ji VFD FAIL STATUS TO LN JI NOTES RR {RESET) .._-------1--oCOMMON RUN FAIL •••• •••• 1 1 □□□□ -- CAT6 1----e--RTU OPERATOR PANEL 4-20MA REMOTE SPEED FROM PLC 0 4-20MA SPEED FEEDBACK TO PLC 0 G) CONFIGURE THE DRIVE TO RESTART AUTOMATICALLY ON INSTANTANEOUS POWER FAIL. ® ALL ITEMS LOCATED AT VFD PANEL UNLESS OTHERWISE SHOWN. 0 IN HAND POSITION SPEED CONTROL CHANGES FROM 4-20MA INPUT TO SPEED POT. 0 ALL PUMP CONTROL PLC 1/0 IS EXISTING UNLESS NOTED. 0 NEW PLC 1/0. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 , ' , i---120VAC FROM CPT FURNISHED WITH VFD---i H 0 A MCP C1Ri t --~:-A...J-µ,--r--+---+------t----V}----(' CR1' t--• A I \. } PLC - 1 ___ µ~0-¼___:3_A_U-1TP IRUN 4 .. I ,t--+11------' -I - RESET 5 PLC 6 HAND MODE PLC AUTO MODE 8 t ----A...J-IL....a,--------------------1p----(' RR' 11--• ' I AT PUMP l~-~I MOTOR VIBRATION ... . - , ' .._----1:RRA:11--• .. . - ~ 1SW1 1_Z 1RR,.. r -.., I lt--~l---..... -----v,1 -----.... ------t' CR2'1---e A I ., / -,_,, ...._ __ -si-i..--c:>--1' R ,,,__ ...... AT PIPING 0 " ' ~-~ 14 PSH 15 iR~. -, t--•-to--ot-•--t----,~1f-----..-------{TR1 11---e b--,Ir I -·' TR1 ' " -- ANOTC 0 " ' , ' , PUMP CALL RELAY (7) RESET RELAY (9,2L.29) MOTOR VIBRATION (28,42) MOTOR VIBRATION LAMP HIGH DISCHARGE PRESSURE ALARM TIMER (0-30 SEC) (30,43) HIGH DISCHARGE PRESSURE ALARM LAMP 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 i-----------CONTINUED FROM LEFT -----------i t--< MOTOR TEMP TRIP FROM LN 22 CR3 RR MOTOR WINDING HIGH >-+----vt---~,-------1 CR3 1---e TEMPERATURE RELAY (34,44) ---0 --MOTOR WINDING HIGH TEMPERATURE LAMP RR MOTOR BEARING HIGH t--< MOTOR BEARING TRIP >-+----vt---~,-------1 CR4 --TEMPERATURE RELAY FROM LN fil (36,45) CR4 ,...._ ...... MOTOR BEARING HIGH TEMPERATURE LAMP VFD FAIL RR VFD FAIL RELAY .... -< FROM LN 12 >------........ 1-----f-------{ CRS t--...... (46) ---0 VFD FAIL ,,__ ..... LAMP VFD RUN I--◄ ELAPSED TIME .,__< FROM LN 11 >-----------..... ----:,__E_TM__. METER CR6 CR2 PUMP RUN --------1 CR6 --RELAY HTR ---0 ( 41,69) PUMP RUN ,,__ ..... LAMP MOTOR SPACE ------HEATER LOCATED AT PUMP --------------------t CR7 __ coMMON FAIL RELAY {1§,77,.za) TR1 CR3 CR4 CRS CONTINUED ON NEXT SHEET N 0 N "' OJ .0::-.. n 0 " w 0 I '1- <D N N / 0 N 0 -------------...... ---------------------------------------------------------..... -------..... -----------------------" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) 11-------------------------:r: f--- (0 ~ f--- 0:: ------------------------0 Q_ s 1---------1~ / .._ _____________________ ___...._ ____________ _._ ___________________ ___,..._ ______ ..._ ___ ..._ ___ ..._ _____________________ ..._ _______ ..._ ________________ _._ _____ ___,N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2019 CONTROLS - 2 4/27/21 48 49 WINDING RID1: ' - 50 ..... 51 WINDING RID3: ' 52 53 WINDING RID2 ' 54 - ..... 55 56 WINDING RID4: ' 57 58 WINDING RIDS: ' 59 ...... 60 61 WINDING RID7' -- 62 -- 63 BEARING RIDS: ' 64 ...... 65 66 BEARING RIDS' -- 67 68 NOT USED 'ii ' TEMPERATURE CONTROL RELAY -L N- 1b G ...L. -- : 1B -I : ... ' , :1A MOTOR TEMP TRIP TO LN 33 : 3S ~ , :3b : 38 -I : ... ' , BEARING TEMP TRIP 3A TO LN 35 ... , 2b -28 :2A : 4S : 4b -48 4A :Sb : 58 SA 7S 7b 78 :7A :Sb : 6B 6A -BS Bb -as :BA -9b : 9B :9A ' , CR6 69 I 70 71 72 73 74 75 76 77 CR7 I CR7 78 79 80 81 82 83 , 20 ■ PUMP RUN TO PLC 21 22 ■ PUMP FAIL TO PLC 24 NOTES: G) SEE SHEET SHT 18 FOR CONTROL NOTES @ ALL RTD'S LOCATED AT PUMP 2 Q_ rn v N N 0 N '----0'.l ~ n 0 I '1- <D N N / 0 N 0 ------------------------------------------------..... --------...... ---------------------------------------------------" M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) ---------------------------1:r: f--- (0 ~ f--- 0:: ---------------------------10 Q_ s t-------1~ / .._ ______________________ ___...._ _____________ .,___ ____________________ ..._ ______ ___...._ ___ ..._ ___ ..._ ______________________ .,___ _______ ...._ _________________ __. _____ ___,N DESCRIPTION APP'D.BYDATE REVISIONS REVIEWED: ASSOCIATE CIVIL ENGINEER BENJAMIN DAVIS, RCE 82033 C-7693-2 DATE: Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG Call: TOLL FREE 1-800 227-2600 SHEET W-5389-S OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED: CHECKED: DRAWN: DATE: 16TH STREET PUMP STATION BACK-UP GENERATOR AND UPGRADES 2020 PLC ARCHITECTURE BLOCK DIAGRAM 4/27/21 ATS 8 PORT ETHERNET SWITCH (D 0 I 0 0 I 0-0-0 EXISTING 8 PORT ETHERNET SWITCH : :-0-0-0-0-0-0 l~•--PL_c_~ ■ ■ / ■-~#////y/,,6~/9V?i7W / RlU ENCLOSURE ~-------------------------c7 FIBER OPTIC TO SCADA P1 VFD P2 VFD Lo-o-o-o-o-o-o-o-0-0-0 P3 VFD 0 I 0 I 0 Lo-o-o-o-o-o-o-o-o-o-o-o-o - P4 VFD PS VFD NOTES (D ADD 8 PORT ALLEN BRADLEY SWITCH. POWER FROM EXISTING SWITCH. @ REMOVE OIT AND PROVIDE COVER PLATE ON RTU DOOR. EXISTING NEW - o - o -CAT 6 CABLE 1/////// DEMO N 0 N "' OJ ~ n 0 OJ w 0 I '1- <D N N / 0 N 0 -------------...... ----------------------,-----------------....---.----------------...--..... -------..... -----------------------N M MORAES / PHAM & ASSOCIATES 2131 Palomar Airport Rd. #120 Carlsbad, CA 92011 JMM JMM 3/17 /21 CAD 3/2021 f--- (/) ------------------------:r: f--- (0 ~ f--- 0:: ------------------------0 Q_ s 1---------1 ~ / ...._ _____________________ ___...._ ____________ _._ ___________________ ___...._ ______ ..._ ___ ..._ ___ ..._ _____________________ ..._ _______ ..._ ________________ _._ _____ ___,N