z GENERATORS REPLACEMENT - mercergov.org - PS and Gen Replacement... · abandoned ga gauge rc reinf...

CITY OF MERCER ISLAND PUMP ST A TION NO. 18 PUMP REPLACEMENT

PUMP ST A TIONS 13, 17 s 24 GENERATORS REPLACEMENT

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CONTRACT NO. P18G131724

BRIAN McDANIEL CITY OF MERCER ISLAND UTILITIES OPERATIONS MANAGER 9611 SE 36TH ST MERCER ISLAND, WA 98040 206-275-7812 [email protected]

CITY CONT ACT

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VICINITY MAP & CONTACT PERSONNEL GENERAL NOTES, VICINITY MAPS & SHEET INDEX LEGENDS, ABBREVIATIONS, PLAN SYMBOLS & CALLOUTS PS #13 GENERATOR VAULT - SITE PLAN & ONE LINE DIAGRAM PS #13 GENERATOR VAULT - DEMOLITION PLAN & SECTION PS #13 GENERATOR VAULT - PLAN & SECTION - REPLACEMENT GENERATOR INSTALLATION PS #17 GENERATOR VAULT - SITE PLAN & ONE LINE DIAGRAM PS #17 GENERATOR VAULT - DEMOLITION PLAN & SECTION PS #17 GENERATOR VAULT - PLAN & SECTION - REPLACEMENT GENERATOR INSTALLATION PS #24 GENERA TOR VAULT - SITE PLAN & ONE LINE DIAGRAM PS #24 GENERATOR VAULT - DEMOLITION AND SECTION PS #24 GENERATOR VAULT - PLAN & SECTION - REPLACEMENT GENERATOR INSTALLATION PS #18 & GENERATOR VAULT SITE PLAN PS #18 SITE PLAN PS #18 DEMOLITION PLAN AND ELEVATION PUMP REPLACEMENT PLAN & ELEVATION - LOWER LEVEL PUMP REPLACEMENT PLAN & ELEVATION - UPPER LEVEL DETAILS DETAILS

DETAILS 1@' STRUCTURAL NOTES GENERATOR VAULT FOOTING DETAILS GENERATOR VAULT FOOTING DETAILS DRY-WET WELL FOOTING DETAILS

Knowwh1t•1belOW, Call before you dig.

SHEET INDEX

MERCER ISLAND MAP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 S0.1 52.1 52.2 52.3

PS 11 13 GENERATOR __ ,.... FREEMAN A VE.

PS 11 17 GENERAT 77TH A

PS 11 18 HOLLY HILL -� ..... DRIVE

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SCALE IN FEET

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18 LOCATION MAP 200

PS II

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GENERATOR VAULT NO. 13: OWNER-PROVIDED FUEL TANK, OWNER-PROVIDED GENERATOR, OWNER-PROVIDED MUFFLER, FAN/DUCT ASSEMBLY, LADDER, PIPING, SENSORS, ETC.

GENERA TOR VAULT NO. 24: OWNER-PROVIDED FUEL TANK, OWNER-PROVIDED GENERATOR, OWNER-PROVIDED MUFFLER, FAN/DUCT ASSEMBLY, LADDER, PIPING, ASSOCIATED APPURTENANCES, SUMP PUMPS, SENSORS, UTILITY VAULTS, ETC.

GENERATOR VAULT NO. 17: OWNER-PROVIDED GENERATOR, OWNER-PROVIDED MUFFLER, FAN/DUCT ASSEMBLY, LADDER, PIPING, ASSOCIATED APPURTENANCES, SUMP PUMPS, SENSORS, ETC.

18. CITY PROVIDED PUMPS, GENERATORS, MUFFLERS, AND FUEL LINES ARE LOCATED AT 9601 SE 36TH ST, MERCER ISLAND, WA 98090. CONTRACTOR SHALL BE RESPONSIBLE FOR PICKING UP (INCLUDING LOADING) AND DELIVERING ALL CITY PROVIDED COMPONENTS TO THE JOB SITE.

18. CONTRACTOR SHALL HAVE ALL MATERIALS TO BE INCORPORATED IN THE WORK AVAILABLE FOR INSPECTION ON SITE (OR AT AN OTHERWISE AGREED LOCATION) BY THE CITY A MINIMUM OF TWO BUSINESS DAYS PRIOR TO USE OR INSTALLATION OF SUCH MATERIALS. THE MATERIALS REQUIRED PER SITE INCLUDE BUT ARE NOT LIMITED TO:

PUMP STATION NO. 18: OWNER-PROVIDED PUMPS, PIPE, FITTINGS, VALVES, SUMP PUMPS, DRY AND WET WELL LADDER, ALUMINUM MANHOLE RING AND COVER WITH WATERTIGHT SEAL, SQUARE ALUMINUM ACCESS HATCH, ETC.

16. THE CONTRACTOR SHALL DOCUMENT ALL VARIATIONS FROM THE PLANS AND PROVIDE THAT INFORMATION TO THE ENGINEER FOR PREPARATION OF RECORD DRAWINGS.

17. THE CONTRACTOR SHALL SECURE ALL LOADS PER RCW 46.61.655.

GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE CITY OF MERCER

ISLAND CONSTRUCTION STANDARDS AND SPECIFICATIONS. THE STANDARDS AND SPECIFICATIONS ARE CONTAINED IN A BOUND VOLUME TITLED "SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PUMP STATION NO. 18 PUMP REPLACEMENT - PUMP STATIONS 13, 17 & 24 GENERATORS REPLACEMENT". INCLUDED HEREIN BY REFERENCE. IN THE EVENT THAT THERE IS A CONFLICT BETWEEN THE VARIOUS REFERENCED STANDARDS AND/OR THE PLANS, THE MORE RESTRICTIVE SHALL APPLY, AS DETERMINED BY THE OWNERS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.

2. ALL WORK SHALL CONFORM TO THE PERMIT REQUIREMENTS OF THE CITY OF MERCER ISLAND AND OTHER PROJECT PERMIT REQUIREMENTS AS APPLICABLE. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

3. THE OWNER SHALL BE NOTIFIED AND A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL TESTING AND CONSTRUCTION SHALL BE INSPECTED BY THE OWNER. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE PRIOR TO REQUIRED PERFORMANCE TESTING OR COVERING OF BURIED UTILITIES OR STATION APPURTENANCES. CONSTRUCTION HOURS ARE FROM 7AM TO 7PM WEEKDAYS AND BAM TO 7PM WEEKENDS OR FEDERAL, STATE AND CITY HOLIDAYS. WORK REQUIRING INSPECTION BY THE CITY MUST BE PERFORMED BETWEEN 7 AM AND 3: 30 PM WEEKDAYS.

4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122, REVISED CODE OF WASHINGTON. CALL 811 OR 1-800-424-5555 TWO BUSINESS DAYS BEFORE DIGGING. SEE SECTION 02760 OF THE SPECIFICATIONS.

5. ALL EQUIPMENT AND MATERIAL WHICH IS NOTED AS "TO BE REMOVED" SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR, UNLESS SUCH EQUIPMENT OR MATERIAL IS NOTED AS "TO BE SALVAGED" OR "RELOCATED" (OR SIMILAR WORDING). SALVAGED AND RELOCATED ITEMS SHALL BE CLEANED AND DELIVERED TO THE OWNER OR RE-USED AS DIRECTED.

6. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN LIGHT IN LINE WEIGHTS OR AS A SCREENED BACKGROUND. NEW OR RELOCATED CONSTRUCTION, STRUCTURES, FACILITIES AND FEATURES ARE SHOWN IN HEAVIER LINE WEIGHTS.

7. MANY SYMBOLS ON THE LEGEND ARE USED ONLY WHERE THEY PROVIDE CLARITY AND ARE NOT NECESSARILY USED IN ALL APPLICATIONS. SOME CONTRACT DRAWINGS MAY HAVE ADDITIONAL LEGENDS APPLICABLE FOR THAT SPECIFIC DRAWING. SYMBOLS SHOWN ON SPECIFIC DRAWINGS GOVERN.

8. ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS REFER TO THE HORIZONTAL AND VERTICAL PROJECTED PLANES, UNLESS OTHERWISE INDICATED.

9. WHERE OWNER'S STANDARD DETAILS ARE AVAILABLE OR REFERENCED IN PLAN DOCUMENTS, SUCH DETAILS ARE APPLICABLE REGARDLESS IF CALLED OUT OR NOT, UNLESS NOTED OTHERWISE.

10. ALL TREES, HEDGES, SHRUBS, AND OTHER VEGETATION SHOWN ON THE PLANS ARE EXISTING AND SHALL REMAIN UNLESS OTHERWISE NOTED. NO TREES SHALL BE REMOVED FROM PUBLIC RIGHT-OF-WAY OR ADJACENT PROPERTY WITHOUT APPROVAL FROM THE CITY. CARE SHALL BE TAKEN TO AVOID ROOT DAMAGE TO EXISTING TREES.

11. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY FENCING AND OTHER MEASURES AS NECESSARY TO PREVENT THE GENERAL PUBLIC FROM ENTERING AND/OR PARKING ON PRIVATE PROPERTY, ADJACENT TO THE PUMP STATION SITES OR CONSTRUCTION STAGING AREAS.

12. CONTRACTOR SHALL ENSURE SEWER SERVICE IS NOT INTERRUPTED AT THE PUMP STATIONS OR IN THE SEWER COLLECTION SYSTEM. THIS WILL REQUIRE INSTALLATION AND MAINTENANCE OF TEMPORARY EQUIPMENT AND APPURTENANCES. SHUT DOWNS OF THE STATIONS WILL BE NECESSARY FOR PORTIONS OF THE WORK. CONTRACTOR SHALL COORDINATE THE SCHEDULE OF SHUT DOWNS WITH THE CITY AND SHALL PROVIDE A MINIMUM NOTICE OF FIVE WORKING DAYS FOR EACH SHUT DOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO MAINTAIN SEWER SERVICE AT ALL TIMES AND TO CONTAIN ALL WASTEWATER WITHIN THE EXISTING SEWER SYSTEM OR TEMPORARY TANK TYPE VEHICLES FOR BYPASS HAULING. CONTRACTOR SHALL SUBMIT PLAN FOR TEMPORARY SEWER SERVICE TO CITY FOR APPROVAL, SEE SECTION 01200 OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

13. CONTRACTOR SHALL MAINTAIN UTILITY AND BACKUP POWER SUPPLY FOR CONTINUOUS STATION OPERATION. CITY WILL PROVIDE STANDBY GENERATOR FOR CONTRACTOR'S USE LIMITED TO 20 DAYS PER STATION. CONTRACTOR'S USE BEYOND THIS ALLOWANCE OF TIME SHALL BE CAUSE FOR CHARGE TO CONTRACTOR OF $300/DAY OF EXTENDED USE PER STATION. CONTRACTOR SHALL MAKE TEMPORARY GENERATOR CONNECTION AS NECESSARY PER STATION. USE OF CITY GENERATOR SHALL BE LIMITED TO 1 UNIT & 1 STATION AT A TIME UNTIL WORK IS SUBSTANTIALLY COMPLETE.

14. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENT LADEN WATERS DO NOT ENTER THE NATURAL AND/OR EXISTING DRAINAGE SYSTEM OR ADJACENT WATER BODIES. ALL DISTURBED EARTHEN AREAS, SHALL BE SEEDED WITH A PERENNIAL GROUND COVER OR COVERED WITH MULCH TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDRO-SEEDER OR OTHER APPROVED METHOD. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS AND TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES HEREIN.

15. CAUTION -- EXTREME HAZARD -- OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES SHOWN ON THE DRAWINGS ARE LOCATED BY POINT-TO-POINT, POWER-POLE-TO-POWER-POLE CONNECTION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREA TED BY OVERHEAD ELECTRICAL POWER OR CONFLICT OR CONSTRUCTION CHALLENGE CREA TED BY OTHER OVERHEAD UTILITIES IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. SEE SECTION 02760 OF SPECIFICATIONS.

(CONTINUED AT TOP RIGHT OF THIS SHEET)

LEGEND

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ELECTRICAL SYMBOLS LEGEND t- en :::::> z zo w EXPOSED CONDUIT � 0 ...J

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ABBREVIATIONS ANCHOR BOLT G GAS LINE R RADIUS ABANDONED GA GAUGE RC REINF CONG ASBESTOS CEMENT, GAL GALLON RCP REINF CONC PIPE ASPHALTIC CONCRETE GALV GALVANIZED RD ROAD, ROUND ABOVE FlNISH FLOOR GM GAS METER REF REFERENCE ALTERNATE GPM GALLONS PER MINUTE REINF REINFORCED APPROXIMATELY GR GUARD RAIL REQD REQUIRED AMERICAN PUBLIC GRD GROUND RET RETAINING WORKS ASSOCIATION GV GAS VALVE RETW RETAINING WALL AIR RELIEF VALVE RFCA RESTRAINED FLANGED ASPHALT H HEIGHT COUPLING ADAPTER AVf.NUE HB HOSE BIB RGS RIGID GALVANIZEO STEEL AVf.RAGE HD HEAD RR RAILROAD AMERICAN WIRE GAUGE HDCP HANDICAP RRC RR CROSSING

HOG HOT DIPPED CALV RT RIGHT BUILDING HOPE HIGH-DENSlTY POLYETHYLENE R/W RIGHT Of WAY BUILDING HMA HOT MIX ASPHALT BOULEVARD HORIZ HORIZONTAL s SOUTH BENCH MARK HP HORSEPOWER, HIGH POINT SB SO!L BORING BACK OF CURB HPG HIGH PRESSURE GAS SC SECTION CORNER BACK OF WALK HSE HOUSE SCH ED SCHEDULE BOTTOM HT HEIGHT SD STORM DRAIN BEARING HWY HIGHWAY SDCB STORM DRAIN CATCH BASIN BUILDING SETBACK LINE ID INSIDE DIAMETER

SOMH STORM DRAIN MANHOLE BETWEEN SE SPOT El, SOUTHEAST

IE INVERT ELEVATION SEC SECOND CATCH BASlN IF INSIDE FACE SECT SECTION CENTER TO CENTER IL INLET SERV SERVICE CONTROLLED DENSITY FILL IN INCH/INCHES SHT SHEET CUBIC FEET PER MINUTE INV INVf.RT SlM SIMILAR CUBIC FEET PER SECOND IP IRON PIPE SL SECTION LINE CURB &. GUTIER IPS IRON PIPE SIZE SP STATIC PRESSURE CAST IRON JB .AJNCTION BOX STLT STREET LIGHT CAST IN PLACE JT �NT S/L SURVf.Y LINE CONSTRUCTION JOINT SLJ8 STREET LIGHTING CHAIN LINK FENCE L LENGTH ..UNCTION BOX CENTERLINE LIBS POUNDS SST STAINLESS STEEL CLEARANCE, CLEAR LF LINEAL FOOT/FEET SPECS SPECIFlCA TIONS CORRUGATED METAL PIPE UP LONG PATTERN SQ SQUARE CONC MASONRY UNIT SS SANITARY SEYi'ER Cl.£AN OUT M METER SSMH SANITARY SEWER MANHOLE CONCRETE MAX MAXJMUM ST STREET CONNECTION MB MAJUBOX STA STATION CONSTRUCT MH MANHOLE STD STANDARD CONTINUED/CONTINUOUS MIC MONUMENT IN CASE STL STEEL COPPER MIN MINIMUM, MINUTE S/W SIDEWALK CORRUGATED POLYETHYLENE PIPE MISC MISCEli.ANEOUS SYM SYMMETRICAL CRUSHED SURFACING MJ MECHANICAL JOINT BASE COURSE ML MATCH LINE T TOP CRUSHED SURFACING MON MONUMENT rs THRUST BLOCK TOP COURSE T&B TOP & BOTTOM CUBIC N NORTH IBM TEMP. BENCHMARK CULVf.RT NA NOT APPLICABLE TE LIB BURIED TELEPHONE CYLINDER NF NEAR FACE CABLE

NOM NOMINAL TEL TELEPHONE DRAIN NPT NATIONAL PIPE THREAD TEMP TEMPORARY DOUBLE NTS NOT TO SCALE THO TI-IREAOED DEGREE NO NUMBER TJ8 TELEPHONE JUNCTION BOX DETAIL TlMH TELEPHONE MANHOLE DUCTILE IRON DC ON CENTER TDC TOP OF CURB DIAMETER 00 OUTSIDE DIAMETER TOW TOP Of WALL DAYLIGHT OF OUTSIDE FACE TRJB TRAFFIC CONTROL DRIVf.WAY OPNG OPENING JUNCTION BOX DRA'MNG OPP OPPOSITE TV TELEV1SION

OPT OPTIC TYP TYPICAL EAST OT OVf.RHEAD TELEPHONE EACH UTIL UTILITY ELEVATION p POLE, POWER UG UNDERGROUND EDGE OF PAR PARALLEL UP UTILITY POLE EDGE OF ASPHALT PC POINT OF CURVf./CURVATURE UPA UTILITY POLE ANCHOR EDGE OF CONCRETE PD PERFORATED DRAIN LINE EDGE OF DIRT PE PLAN END v VALVf. EDGE OF GRA Vf.L PED PEDESTRIAN VAR VARIES EDGE OF PAVf.MENT PERF PERFORATEO Vf.RT VERTICAL EQUAL Pl PO!NT OF INTERSECTION VI.T VAULT EACH WAY PL PLASTIC EXCAVATION PR PAJR w 'n£ST, WATER LINE EXJSTING PROP PROPERTY W/ \\\TH EXPANSlON PRV PRES REDUCING VALVf. WCR WHEEL CHAJR RAMP EXTERIOR PS PUMP STATION WM WATER METER

PSI POUNDS PER SO. IN. W/0 \\\TH OUT FLANGED COUPLING ADAPTER PT POINT OF TANGENCY WV WATER VALVf. FAR FACE PVC POL Y\1NYL CHLORIDE WWF Yi£LOED Y11RE FABRIC flNISH FLOOR ELEVATION PVMT PAVf.MENT FIRE HYDRANT P/C PRECAST YD YARD FIGURE P/L PROPERTY LINE FINISH, FINISHED SYMBOLS FLANGE FORCE MAIN " PHASE, DIAMETER FENCE FACE OF CURB & AND FACE OF WALL FEET, MINUTES FIBERGLASS REINFORCED INCHES, SECONDS PLASTIC DEGREE FEET/FOOT FOOTING

DESCRIPTION MONUMENT IN CASE AB

ABAND

PK NAIL W/WASHER AC

AFF

REBAR AND CAP ALT APPROX APWA

WATER METER W/ SERVICE ARV ASPH

WATER FlffiNGS AVf. AVG

FIRE HYDRANT AWG

BLDG

POWER POL£ W/ GUY BLDG BLVD BM

SEWER MANHOLE BOC BOW BOT

CATCH BASIN {CB) BRG BSBL BThN

CS PROTECTION CB cc

STORM DRAIN CUL VERT COF cru SIGN CFS

CG Cl

POWER JUNCTION BOX GIP CJ CLF

POWER METER C/L CLR

POWER VAULT CMP CMU co

POWER SOX CONG CONN CONST

TELEPHONE VAULT CONT COP CPEP

TELEPHONE RISER CSBC

GAS VALVE CSTC

cu GAS METER CULV

CY\.

WATER VALVE D DBL

HOSE BIB DEG DET DI

SEWER VALVE DIA D/L D/W

SORE HOLE (#) DWG

E ROCKERY EA

EL VEGETATION ED

EDA EOG

CONTOUR {MINOR) EDD EOG EDP

CONTOUR {MAJOR) EQ EW

WATER MAIN EXC EX EXP

WATER SERVICE EXT

FCA RIGHT OF WAY (R/W) FF

FFE FH

PROPERTY LINE FIG FIN

UTILITY EASEMENT FL FM FNC

CENTER LINE FOG FOW FRP

EDGE OF PAVEMENT FT

EDGE OF GRAVEL FTG

DITCH CENTERLINE

GAS

SANITARY SEWER

SEWER SERVICE

FORCE MAIN

STORM DRAINAGE

OVERHEAD POWER

UNDERGROUND POWER

FIBER OPT! CS

CABLE

TELEPHONE

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801703

Sheet _..1_ Of __g.1__

RJC ENGINEERING, PLLC

437 TILLICUM WAY CAMANO ISLAND, WA 98282

(425) 941-6005 [email protected]

�--�- EX. GENERATOR AND BREAKER IN VAULT TO BE REPLACED W/ NEW OWNER FURNISHED

LOAD CENTER - REPLACE WITH 120/240V, 100A NEMA 3R LOAD CENTER WITH THE FOLLOWING CIRCUIT BREAKERS: 1-2P-60A MAIN BREAKER 1-1P-20A GFI 5MA FOR LIGHTS 1-1P-20A GFI 5MA FOR RECEPTACLES 1-1P-20A GFI 30MA FOR EXHAUST FAN 1-1P-20A GFI 30MA FOR BLOCK HEATER

-------- EX. METER

EX. SERVICE DISCONNECT. 100A, 3P FUSED WITH

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EX. SERVICE ENTRANCE ON POLE & UNDERGROUND TO METER

EX. TO PS

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PROVIDE NEW 100A 240V 39!1 10,000 AIC ENCLOSED BREAKER DISCONNECT NEMA 3R

ROUTE 100A CONDUCTORS FRO� - - - - PULL BOX TO NEW CIRCUIT BREAKER. PROVIDE NEW CONDUCTORS AS REQUIRED TO ATS.

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MILLER FLUSH FLOOR MOUNT SLEEVE WITH PLUG MODEL NUMBER DH-2055 OR APPROVED EQUAL

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EX. HATCH HINGE SIDE

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EX. HATCH DOOR

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EX. LADDER "'\._ TO BE REPLACED

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��OF---i-��- I REINFORCEMENT (3 1/4" DEEP, TYP.)

EX. HATCH LIFT STRUT

A PORTION OF SW 1/4 SEC 12, TWP 26 N, RGE 3 E, W.M., KING COUNTY, WASHINGTON EX.--- TRANSFORMER 120/240V, 39!1, 4W HIGH LEG

EX. PARKING BLOCKS ON DRIVEWAY

EX. CONC. DRIVEWAY VI/ BROOM FINISH

EX. WSDOT MON CASING

EX. LANDSCAPING

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SINGLE FAMILY RESIDENCE

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SCALE IN FEET

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ADD DAVIT SLEEVE PER DETAIL 1/SECTION A, THIS SHEET. SAWCUT FULL DEPTH AND REMOVE EX. CONC. DRIVEWAY AT LIMIT OF PAD/EXPANSION JOINT. DO NOT CUT INTO VAULT TOP SLAB.

REMOVE CONCRETE COVER OVER OPENING TO GRADE. SAWCUT FULL DEPTH AND REMOVE EX. CONC. DRIVEWAY 8" BEYOND EXTENT OF COVER SLAB. DO NOT CUT INTO VAULT TOP SLAB. PROVIDE TEMPORARY STEEL TRENCH PLATE FOR VEHICULAR ACCESS WHEN OPENING NOT IN USE, UNTIL FINAL DRIVEWAY. RESTORATION. REPLACE CONCRETE DRIVEWAY TO MATCH EXISTING.

AIR INLET PER SECTION D, SHEET 19. LOCATE WITHIN EX. LANDSCAPE AREA TO AVOID DAMAGE TO OR REMOVAL OF EX. SHRUBS. RESTORE GROUND COVER AND DISTURBED VEGETATION TO MATCH EXISTING CONDITIONS.

FLAG NOTES,

NOTES

TO SINGLE / FAMILY / / RESIDENCE ///

/ /

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EX. GRAVEL DRIVEWAY

EX. RR--- TIMBER

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EX LANDSCAPING

1. EXISTING UTILITIES NOT SHOWN. CALL FOR UTILITY LOCATE PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL COORDINATE WITH LOCAL PROPERTY OWNERS AND CITY TO PROVIDE VEHICULAR ACCESS TO RESIDENCE AT ALL TIMES. CONTRACTOR PARKING IS LIMITED TO A MAXIMUM OF ONE VEHICLE ADJACENT TO GENERATOR VAULT, OFF ROADWAY. ADDITIONAL VEHICLES MUST BE PARKED OFF-SITE.

3. ONSITE WORK HOURS SHALL BE LIMITED TO BUSINESS DAYS FROM 8: OOAM TO 7: OOPM. EX. CONC.

COLLAR

4. CONTRACTOR SHALL PROVIDE ACCESS FOR GARBAGE PICKUP ON FRIDAYS.

5. EXISTING DISCONNECT SW. LOCATED APPROX. 35' N OF ACCESS HATCH.

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A PORTION OF SW 1/4 SEC 12, TWP 26 N, AGE 3 E, W.M., KING COUNTY, WASHINGTON

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(425) 941-6005 Sheet_§__ Of 24 [email protected]

Job No.

801703

SAWCUT FULL DEPTH AND REMOVE EX. CONCRETE DRIVEWAY, WITHOUT CUIBNG VAULT TOP SLAB, FOR SPACE FOR DAVIT BASE PER DETAIL 1, SHEET 4.

� EX. DUPLEX RECEPTACLE TO REMAIN. CONDUIT & WIRING NOT SHOWN FOR CLARITY MAY REMAIN.

REMOVE AND PATCH ALL ABANDONED ANCHORS AND PENETRATIONS PER DETAIL 13, SHEET 20.

EX LIGHT FIXTURE - REMOVE. CONDUIT & WIRE NOT SHOWN MAY REMAIN & BE REUSED.

� REMOVE EX. LADDER.

E§:>- REMOVE DEBRIS, SEDIMENT AND OTHER LOOSE MATERIALS FROM AIR VAULTS AND GENERATOR VAULT.

EX. PULL BOX TO REMAIN.

REMOVE EX. ATS. SALVAGE TO CITY MAINTENANCE SHOP, WITHIN ONE WEEK OF REMOVAL. COVER EQUIPMENT UNTIL DELIVERED.

@::>- EX. 120/240V LOAD CENTER RECEPTACLE - SEE ONE LINE DIAGRAM. SHEET 4

EXISTING CONDUIT AND WIRE CONNECTIONS FROM ATS TO GEN - REMOVE.

REMOVE ABANDONED FUEL VENT PIPE FROM CEILING PENETRATION TO WALL AND ACCESS CASING.

TEMPORARILY REMOVE CONCRETE COVER OVER OPENING REMOVE CONCRETE DRIVEWAY TO GRADE. SAWCUT FULL DEPTH AND REMOVE EX. CONC. DRIVEWAY A MINIMUM OF 8" BEYOND EXTENT OF COVER SLAB. PROVIDE TEMPORARY STEEL TRENCH PLATE FOR VEHICULAR ACCESS WHEN OPENING NOT IN USE, UNTIL FINAL DRIVEWAY RESTORATION.

REMOVE EX. MUFFLER AND EXHAUST PIPE AND SUPPORTS .

DRAIN ALL FLUIDS. COOLANT, OIL AND FUEL, REMOVE BATTERIES, WIRING TO COOLANT HEATER AND BATIERY CHARGER. REMOVE GENERATOR AND DUCT. IF NECESSARY REMOVE GENERATOR SET FROM SUB BASE FUEL TANK THEN REMOVE FUEL TANK SEPARATELY. SALVAGE GENERATOR TO CITY MAINTENANCE SHOP, WITHIN ONE WEEK OF REMOVAL. COVER EQUIPMENT UNTIL DELIVERED.

REMOVE STEEL GENERATOR BASE.

REMOVE DEBRIS FROM ACCESS HATCH DRAIN CHANNEL AND DRAIN. CLEAR OR REPLACE EX. PVC FRAME DRAIN TO SUMP. CLEAN SURFACE DEBRIS FROM EX. OPENING, CONDUIT, DRAIN, FLOOR, CEILING AND WALLS.

[]:::>- REMOVE EX. CURB TO FLOOR LEVEL. GRIND AND/OR GROUT AT FLOOR TO RECLAIM FLOOR AREA.

B>- LIGHT SW TO REMAIN.

ls>

10

10

. .. . q .

EX. PRECAST CONCRETE VAULT.

INTERIOR DIMENSIONS:

8'-0" ± WIDE 14'-Q" ± LONG 6'-7" ± DEEP

EX. SCUPPER DRAIN

EX. EXHAUST VAULT

I I I I I I L __ _J

------- EX. SHEET METAL DUCT

AND FLEXIBLE COUPLING

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11\ ;I . .r• I I \ / :I --1--+-----1---,

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L':1::_;:'.'.'.'...'...'�H;t--- I -+ -

�--------------- EX. CONC. DRIVEWAY, THICKNESS

UNKNOWN

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SCALE JN FEET

EX. ENGINE GENERATOR

SET W/ STEEL BASE

AND FUEL TANK

/

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PLAN - PS 1113 EXISTING GENERA TOR VAULT

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SCALE IN FEET

SECTION - PS 1113 EXISTING GENERA TOR VAULT

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A

EX. FIRE EXTINGUISHER

(WALL MOUNTED)

EX. INTAKE VAULT

EX. SCUPPER DRAIN

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EX. PRECAST CONC. AIR VAULT

(TYP.)

I

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A PORTION OF SW 1/4 SEC 12, TWP 26 N, RGE 3 E, W.M., KING COUNTY, WASHINGTON

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Job No.

801703

Sheet____§_ Of __g_1__

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Call beloreyou dig.

LIMIT SWITCH AT HATCH

NOT TO SCALE




I

COMBINATION T- - STARTER

CITY PROVIDED HARCO MANUFACTURING CO. 824VRS2-8SI MPT H MUFFLER. ATIACH TO WALL WITH PIPE CLAMPS UNLESS DIRECTED BY CITY. NOTE: MUFFLER AND APPURTENANCES WILL NOT BE AVAILABLE UNTIL MARCH 2019.

SCHEMA TIC WIRING DIAGRAM

LI M 120V�

20;;:+ IM-�--I F

b- PROVIDE NEW RECEPTACLE FOR ENGINE COOLANT HEATER. MOUNT ON GEN FRAME.

� PROVIDE WATER IN VAULT SENSOR AND ALARM CIRCUIT. 1/2"-2#14 FROM ATS TO GEMS LEVEL SW NO 35682 OR EQUIVALENT. CONNECT TO GENERATOR FAIL ALARM.

@}:>- CITY PROVIDED CARBON STEEL - 321 STAINLESS STEEL FLANGE, FIIBNG, AND PIPE.

� REMOVE AND PATCH ALL ABANDONED ANCHORS AND PENETRATIONS PER DETAIL 13, SHEET 20.

REPLACE CONCRETE DRIVEWAY TO MATCH EXISTING.

BOLT GENERATOR FRAME TO FRAME OF FUEL TANK USING 1/2" DIA. STAINLESS STEEL BOLTS, 4 PLACES.

BOLT FUEL TANK FRAME TO CONCRETE BASE USING 1/2" DIA. STAINLESS BOLTS, 8" LONG.

RELOCATE FIRE EXTINGUISHER. PROVIDE NEW CIRCUIT BREAKER DISCONNECT & MOUNT ON WALL BELOW EXISTING PULL BOX - SEE ONE LINE DIAGRAM.

� EXISTING PULL BOX - SEE ONE LINE DIAGRAM.

@?:>- 1/2"X6" LONG ANCHOR BOLTS, ALL-THREAD OR REBAR GROUTED INTO FLOOR AND CAST INTO BASE (TYP. OF 6 EQUALLY SPACED).

b- NEW MAIN DISCONNECT. SEE ONE-LINE DIAGRAM. MOUNT BELOW EX. PULL BOX.

CONCRETE BASE 101"x36" - VARIABLE HEIGHT TO MAKE LEVEL TOP.

INSULATE EXHAUST PIPE AND SILENCER W/ 1" THICK HIGH TEMPERATURE INSULATION. INSULATION SHALL CONSIST OF REMOVABLE PADS OF GLASS CLOTH/GLASS TEMPMAT/STAINLESS STEEL MESH FASTENED WITH STAINLESS STEEL LACING HOOKS AND 16 GAUGE COPPER WIRE (BALLARD INSULATION OR APPROVED EQUAL).

FAN/DUCT ASSEMBLY PER SECTION D, SHEET 19.

COMBINATION CO/SMOKE DETECTOR, 120V HARDWIRED W/SEALED LITHIUM BATTERY BACKUP. ALARM WIRED TO COMMON GENERATOR FAIL ALARM IN ATS KIDDE 112010SCO OR EQUAL.

� COMBINATION MOTOR STARTER FOR EXHAUST FAN, 120V, HOA, NEMA SIZE 0, TIME CLOCK CONTROL WITH ADJUSTMENT AT 15 MINUTE INTERVALS - SEE SCHEMATIC WIRING DIAGRAM.

fit-_ PROVIDE NEW CIRCUIT TO EXHAUST FAN & LIMIT � SWITCH. 1/2"C, 2#12, 1#12G.

INSTALL OWNER FURNISHED FUEL TANK. SEE DRAWINGS 15-26665 SHT 18 GLOBAL POWER COMPONENTS.

INSTALL OWNER FURNISHED GENERATOR. SEE CUMMINS DRAWING A047-S606. CONTRACTOR SHALL PLAN FOR AND IMPLEMENT ALL STEPS NECESSARY TO INSTALL EQUIPMENT. FUEL TANK MAY NEED TO BE PUT INTO POSITION AFTER GENERATOR ASSEMBLY IS LOWERED INTO VAULT. TANK MAY NEED TO BE POSITIONED IN INTAKE VAULT AIR OPENING OR TO ONE SIDE. GENERATOR ASSEMBLY APPURTENANCES MAY NEED TO BE REMOVED AND REPLACED TO ALLOW MOVEMENT INTO POSITION.

MOUNT GENERATOR ON FUEL TANK SEE GLOBAL POWER COMPONENTS REFERENCE DRAWINGS 15-26665 SHT 19.

INSTALL OWNER FURNISHED MUFFLER. SLOPE TO DRAIN TOWARDS DRAIN BOSS IN MUFFLER. PROVIDE CON DEN SA TION DRAIN LINE TO VAULT FLOOR. SUPPORT MUFFLER WITH THREADED ROD AND HANGING BRACKET MAKE FLEX CONNECTION TO ENGINE.

PROVIDE SHEET METAL DUCTING FROM RADIATOR TO EXHAUST VAULT. USE FLEX CONNECTION AT RADIATOR.

REPLACE EXISTING ATS WITH NEW OWNER FURNISHED ATS. EXTEND RECEPTACLE CIRCUIT INTO ATS TO PROVIDE POWER TO STRIP HTR - PROVIDE HTR. WATLOW 020100 C1-100W. PROVIDE 1P DISCONNECT SW INSIDE ATS W/LABEL "WARNING 120V HEATER DISCONNECT".

NEW CONDUITS AND CONDUCTORS TO GENERATOR. SEE ONE-LINE DIAGRAM.

REPLACE EXISTING FLUORESCENT LIGHTS WITH T8 LED VAPOR-PROOF LIGHT FIXTURES, SUPERBRIGHT LED'S INC. VTLF-2NW18F OR EQUAL (TYP. OF ALL 3).

fio---. EXISTING LOAD CENTER, REPLACE - SEE ONE LINE � DIAGRAM, SHEET 4.

B>- VENT FAN LIMIT SWITCH SQ D 9007 C OR EQUAL.

Ez:>- JUNCTION BOX - PROVIDE 120 PWR TO CARBON MONOXIDE/SMOKE DETECTOR.

B>- VERTICAL LADDER PER DETAIL 9, SHEET 19, CENTER IN OPENING. H=95"±, CONTRACTOR TO VERIFY IN FIELD.

� DAVIT SLEEVE AND CONCRETE PAD PER DETAIL 1, SHEET 4.

§§:::>- PRIOR TO CONCRETE COVER REPLACEMENT, CLEAN ALL SURFACES, GROUT VOIDS IN SEALING SURFACE AREAS AND SEAL AROUND PERIMETER WITH MASTIC STRIP OR WA TERSTOP-RX.

REMOVE AND SALVAGE 2" VENT CAP. 2" BLACK IRON PIPE TANK VENT TO 2"x1" REDUCER AND l"xr TEE JUST INSIDE VAULT. CONNECT TEE TO EX. 1" VENT PIPE THRU WALL. INCLUDE 1/2" NIPPLE WITH 1/4 TURN VALVE ON TEE BRANCH TO DRAIN CONDENSATION. SUPPORT PIPE FROM CEILING W/ PIPE ANCHORS. ROUTE TO EAST END OF VAULT OVER EDGE OF GENERATOR FOOTPRINT.

.J

. 4 q .J «.

EX. SCUPPER

DRAIN

EX. PRECAST CONCRETE VAULT.

INTERIOR DIMENSIONS:

8'-0" ± WIDE 14'-o" ± LONG 6'-7" ± DEEP

/ d

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«:

�------ EX. SHEET METAL DUCT

AND FLEXIBLE COUPLING

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SCALE IN FEH

SCALE IN FEET

EX. CONC. CURB

SECTION - PS n13 REPLACEMENT GENERA TOR INSTALLATION

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EX. SCUPPER

DRAIN

EX. INTAKE VAULT

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{TYP.)

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437TILLICUM WAY CAMANO ISLAND, WA 98282

(425) 941-6005 Sheetl 24 [email protected] Of

Job No. 801703

13"±

EX. HATCH FRAME

EX. VAULT TOP�7 SLAB (BEYOND)

EX. LADDER TO BE REPLACED

24"± (AS FAR NORTH AS FEASIBLE AGAINST EX. HANDHOLE)

NOT TO SCALE

NOT TO SCALE

L EX. 58"X81"± SQ. CONC. COLLAR

EX GRAVEL 7

LAIR INTAKE7 W/ COLLAR


DETAIL - DAVIT SLEEVE

DAVIT (BY OWNER)

MILLER FLUSH FLOOR MOUNT SLEEVE WITH PLUG MODEL NUMBER DH-2055 OR APPROVED EQUAL EX. CONG. COLLAR

EX. HATCH FRAME

RESTORE W/ GRAVEL AROUND PAD EX. GRADE

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CONCRETE PAD 40"x40"

RESTORE W/ GRAVEL AROUND PAD

1/2" EXPANSION--� JOINT AT EX. CONG.


SEE STRUCTURAL PLANS FOR CONG. REINFORCEMENT AND DOWELING DETAILS

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20"

e . J e <1:

_,i· . .ti . .Ll ....... ��-�··-·-·-·--�-�-�-'+--!

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REPLACE EX. DISCONNECT. SEE NOTE ON ONE-LINE DIAGRAM

EX. METER

EX. DISCONNECT. REMOVE-SEE NOTE ON ONE-LINE DIAGRAM

EX. SERVICE POLE

EX. SERVICE ENTRANCE

REMOVE EX. FUEL FILL CASING. SEAL VOID FROM VAULT CEILING TO GRADE. PLACE MIN. 2 STUDS IN OPENING FOR ANCHORAGE. SEAL WATER TIGHT WITH CONCRETE AND WATERSTOP RX OR EQUAL. SEAL TO TOP OF VAULT. FILL VOID OVER VAULT WITH CRUSHED ROCK.

AIR INLET PER SECTION D, SHEET 19. ADD 90' HORIZONTAL BEND TO PROVIDE SEPARATION FROM FUEL VENT AS SHOWN.

ADD DAVIT SLEEVE PER DETAIL 2, THIS SHEET.

FLAG NOTES=

NOT TO SCALE

GREEN CLOSURE CAP

NOT TO SCALE

LS 17 ONE-LINE DIAGRAM

GROUND CLAMP 11111 I 8" DIA. 111111 PVC PIPE \ :I Ill: 2' LONG J' 3/4"x8'-o":1 COPPERCLAD = = I STEEL GROUND O LL -c _J ROD EX. TO

PVC CONDUIT LS 24 AND GROUNDING CONDUCTOR

EX. SERVICE POLE ELEV A TION

REMOVE EX. AND INSTALL OWNER FURNISHED 125A ATS

I

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ul > <(

I I I'- I'--

EX. VAULT HATCH

EX. VALVE BOX

10 2.5

SCALE IN FEET

EX. GRAVEL

PS n17 SITE PLAN

UNDERGROUND 1 SERVICE TO DISCONNECT ON EX. SERVICE POLE LOCATED APPROXIMATELY 72' NORTH


3. ONSITE WORK HOURS SHALL BE LIMITED TO BUSINESS DAYS FROM 8: OOAM TO 7:00PM.

2. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS AT ALL TIMES TO THE GENERA TOR VAULT AND RESIDENTIAL PROPERTIES IN THE PROJECT AREA. CONTRACTOR PARKING IS LIMITED TO TWO PARKING SPACES ADJACENT TO GENERATOR VAULT, OFF ROADWAY. ADDITIONAL VEHICLES MUST BE PARKED OFF SITE.

4. CONTRACTOR SHALL PROVIDE ACCESS FOR GARBAGE PICKUP ON THURSDAYS.

NOTES

EX.-----�1---+-� FUEL TANK VENT PIPE AND MARKER POST

EX.-----� SERVICE POLE W/ AT A TRANSFORMERS, METERS, AND DISCONNECTS, SEE ELEVATION nus SHEET

EX.-------+--!- COMM. HANDHOLE

EX.-------, ROCKERY

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Cl RJC ENGINEERING, PLLC


{425) 941-6005 Sheet_J!__ 24 [email protected] Of

Job No.

801703

FLAG NOTES,



REMOVE ABANDONED FUEL FILL PIPE.

TEMPORARILY REMOVE EXISTING CONCRETE COVER OVER OPENING. COVER OPENINGS WITH STEEL PLATE DURING CONSTRUCTION.

TEMPORARILY REMOVE EXISTING MUFFLER AND EXHAUST PIPE AND SUPPORTS.

DRAIN ALL FLUIDS, COOLANT, OIL AND FUEL, REMOVE BATTERIES, WIRING TO COOLANT HEATER. REMOVE GENERATOR AND DUCT. DISCONNECT EXISTING FUEL LINES. SALVAGE GENERATOR TO CITY MAINTENANCE SHOP, WITHIN ONE WEEK OF REMOVAL. COVER EQUIPMENT UNTIL DELIVERED.

REMOVE PARKING BLOCKS BASE.

REMOVE DEBRIS FROM ACCESS HATCH DRAIN CHANNEL AND DRAIN. CLEAR OR REPLACE EXISTING PVC FRAME DRAIN TO SUMP. CLEAN SURFACE DEBRIS FROM EXISTING OPENING, CONDUIT, DRAIN, FLOOR, CEILING AND WALLS.

REMOVE DEBRIS, SEDIMENT AND OTHER LOOSE MATERIALS FROM AIR AND GENERATOR VAULTS.

REMOVE EXISTING LADDER.

EXISTING LIGHT FIXTURE-REMOVE. CONDUIT & WIRING NOT SHOWN FOR CLARITY MAY REMAIN & BE REUSED.

EXISTING DUPLEX RECEPT TO REMAIN. CONDUIT & WIRING NOT SHOWN FOR CLARITY MAY REMAIN. TYPICAL.

VAULT FLOOD SENSOR TO REMAIN.

REMOVE EXISTING SUMP PUMP, CHECK VALVE AND PVC UNION.

EXISTING RUBBER SUPPLY & RETURN FUEL LINES ROUTED ON FLOOR. REUSE.

EXISTING MAIN CKT BREAKER, REMOVE AND REPLACE - SEE ONE LINE DIAGRAM, SHEET 7.

EXISTING ATS-REMOVE. SALVAGE GENERATOR TO CITY MAINTENANCE SHOP, WITHIN ONE WEEK OF REMOVAL. COVER EQUIPMENT UNTIL DELIVERED.

� EXISTING 120/240 VOLT LOAD CENTER- TO REMAIN. REPLACE BREAKERS PER ONE LINE DIAGRAM, SHEET 7.

b- LIGHT SWITCH MID ON WALL ABOVE RECEPTACLE TO REMAIN. WIRING TO REMAIN.

INCOMING SERVICE FROM DISC ON POLE

EX. GRADE (GRAVEL)

..J

EX. PRECAST CONC. AIR VAULT {TYP.)

EX. 2" SCH 40 PVC SUMP PUMP DISCHARGE

- --- - 1-t----

-;!lllliiiiiZ-

.<

�/ .

EX. SCUPPER DRAIN

/ .J.

EX. INTAKE VAULT

EX. FUEL TANK 18"± x 24"± x 68"H ±

./

.J.

EX. 3'-6" SQ HATCH (38"± CLEAR OPENING IN N/S DIRECTION VI/DOOR OPEN)

SCA.LE IN FEET

. .J

EX. PRECAST CONC. VAULT INTERIOR DIMENSIONS: 8'-0"± WIDE 14'-0"± LONG 6'-7" DEEP

EX. LIGHT FIXTURE TO BE LOCATED NORTH OF EX. TO PROVIDE LIGHT FOR VE T.

SCALE IN FEET

r--Hf�:t'- - -\ INCOMING SERVICE FROM DISC ON POLE

EX. 2" DIA. FUEL TANK FILL PIPE - ABANDONED THROUGH VAULT TOP SLAB

•.

� EX. LIGHT

{TYP OF 3.)

PLAN - PS t117 EXISTING GENERA TOR VAULT

/

SECTION - PS t117 EXISTNG GENERA TOR VAULT

EX. CONC. PARKING BLOCKS

/

EX. FUEL TANK VENT PIPE {UNUSED)

e :

TO PUMP\--- - STATION

EX. SCUPPER DRAIN

TO PUMP \ STATION

ALARM SIGNALS FROM PUMP STATION

EX. EXHAUST VAULT

4.

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(425) 941-6005 Sheet_JL_ Of 24 [email protected]

Job No.

801703

M

2°;!.,1-+P I - -,��---�-20�V:�- - - F

M I I I

I

L1

I

COMBINATION}- - STARTER


§:>,- REMOVE AND SALVAGE 2" VENT CAP. 2" BLACK IRON PIPE TANK VENT TO 2"X1" REDUCER AND 1 1 /2" TEE JUST INSIDE VAULT. CONNECT TEE TO EX. 1" VENT PIPE THRU WALL. INCLUDE 1/2" NIPPLE WITH 1/4 TURN VALVE ON TEE BRANCH TO DRAIN CONDENSATION. SUPPORT PIPE FROM CEILING W/ PIPE ANCHORS. ROUTE TO SOUTH END OF VAULT OVER EDGE OF GENERATOR FOOTPRINT.

[§:>- SOLT GENERA TOR FRAME TO CONCRETE BASE USING 1 /2" DIA. STAINLESS STEEL WEDGE ANCHOR BOLTS, 8" LONG.

[§:> 1/2"X6" LONG ANCHOR BOLTS, ALL-THREAD OR REBAR GROUTED INTO FLOOR AND CAST INTO BASE (TYP. OF 6 EQUALLY SPACED)

[B:>, CITY PROVIDED CARBON STEEL-321 STAINLESS STEEL FLANGE, FIIBNGS AND PIPE.

� EXISTING MAIN DISCONNECT, REMOVE AND REPLACE, SEE ONE LINE DIAGRAM, SHEET 7.

� CITY PROVIDED HARCO MANUFACTURING CO. 824VRS2-8SI MPT H MUFFLER. ATTACH TO WALL WITH PIPE CLAMPS UNLESS DIRECTED BY CITY. NOTE: MUFFLER AND APPURTENANCES WILL NOT BE AVAILABLE UNTIL MARCH 2019.

FLAG NOTES, CONCRETE BASE 101"x36" - VARIABLE HEIGHT TO MAKE LEVEL TOP.

REPLACE EX. SUMP PUMP WITH TWO SUMP PUMPS IN PARALLEL. TRIM AND REMOVE EX. SUMP GRATING AS NECESSARY. TWO TSURUMI MODEL HS2.45-62 SUMP PUMPS WITH FLOAT SWITCHES (TWO SJE-RHOMBUS SJE VERTICAL MASTER PUMP SWITCHES, P /N 1003770) AND 1 1/2" NPT DISCHARGE. CONNECT EACH PUMP WITH SCH 80 PVC PIPING, CHECK VALVE AND ISOLATION VALVE TO TEE RISER AND CONNECTION TO 2" EX. PIPE WITH UNION.

INSTALL OWNER FURNISHED GENERATOR. SEE CUMMINS DRAWING A047-S606. CONTRACTOR SHALL PLAN FOR AND IMPLEMENT ALL STEPS NECESSARY TO INSTALL EQUIPMENT. GENERATOR ASSEMBLY APPURTENANCES MAY NEED TO BE REMOVED AND REPLACED TO ALLOW MOVEMENT INTO POSITION. GENERATOR IS CURRENTLY CONNECTED FOR 208Y/120V. RECONNECT FOR 120/240V - 3121 OPERATION.

SALVAGE AND REUSE EX SUPPLY AND RETURN FUEL LINES ALONG THE FLOOR OR USE OWNER PROVIDED FUEL LINES. CONNECT TO NEW GENERA TOR.

INSTALL OWNER FURNISHED MUFFLER. SLOPE TO DRAIN TOWARDS DRAIN BOSS IN MUFFLER. PROVIDE CONDENSATION DRAIN LINE TO VAULT FLOOR. SUPPORT MUFFLER WITH THREADED ROD AND HANGING BRACKET MAKE FLEX CONNECTION TO ENGINE.


REPLACE THE EXISTING ATS W/ OWNER FURNISHED. MOUNT IN SAME LOCATION.

NEW CONDUITS AND CONDUCTORS TO GENERATOR. SEE ONE-LINE DIAGRAM, SHEET 7.

REPLACE EXISTING FLUORESCENT LIGHTS WITH TB LED VAPOR-PROOF LIGHT FIXTURES, SUPERBRIGHT LED'S INC. VTLF-2NW18F OR EQUAL (TYP. OF ALL 3).

EX. LOAD CENTER. PROVIDE NEW BREAKERS PER ONE-LINE DIAGRAM, SHEET 7.

PROVIDE NEW CIRCUIT TO EXHAUST FAN AND LIMIT SWITCH. 1 /2"C-2#12, 1 #12G

INSULATE EXHAUST PIPE AND SILENCER W/ 1'' THICK HIGH TEMPERATURE INSULATION. INSULATION SHALL CONSIST OF REMOVABLE PADS OF GLASS CLOTH/GLASS TEMPMAT/STAINLESS STEEL MESH FASTENED WITH STAINLESS STEEL LACING HOOKS AND 16 GAUGE COPPER WIRE (BALLARD INSULATION OR APPROVED EQUAL).

FAN/DUCT ASSEMBLY PER SECTION 0, SHEET 19.

COMBINATION CO/SMOKE DETECTOR, 120V HARDWIRED W/SEALED LITHIUM BATTERY BACKUP. ALARM WIRED TO COMMON GENERAL FAIL ALARM IN A TS. KIDDE 11201 OSCO OR EQUAL.

� COMBINATION MOTOR STARTER FOR EXHAUST FAN, 120V, HOA, NEMA SIZE 0, TIME CLOCK CONTROL WITH ADJUSTMENT AT 15 MINUTE INTERVALS, SEE SCHEMATIC WIRING DIAGRAM.

B::>- VENT FAN LIMIT SWITCH SQ D 9007 C OR EQUAL.

Et>- EXTEND RECEPTACLE CIRCUIT INTO ATS TO PROVIDE POWER TO STRIP HTR - PROVIDE HTR. WALTON 020100 CI-100W. PROVIDE 1P DISCONNECT SW INSIDE ATS WITH LABEL "WARNING 120V HEATER DISCONNECT"

19- VERTICAL LADDER PER DETAIL 9, SHEET 19, CENTER IN OPENING. H=95"±, CONTRACTOR TO VERIFY IN FIELD.

B=>- SEAL VOID IN CONCRETE SLAB. PLACE MIN. 2 STUDS IN OPENING FOR ANCHORAGE. SEAL WATER TIGHT WITH CONCRETE AND WATERSTOP-RX OR EQUAL.

� PRIOR TO CONCRETE COVER REPLACEMENT, CLEAN ALL SURFACES, GROUT VOIDS IN SEALING SURFACE AREAS AND SEAL AROUND PERIMETER WITH MASTIC STRIP OR WATER STOP-RX.

EX. GRADE (GRAVEL)

INCOMING SERVICE FROM DISC ON POLE

EX. PRECAST CONC. AIR VAULT (TYP.)

EX. SUMP PUMP

4 . .. «r :

EX. 2" SCH 40 PVC SUMP PUMP DISCHARGE

-� ..

EX. SCUPPER DRAIN

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d . /

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- --\ INCOMING SERVICE FROM DISC ON POLE

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EX. 3'-6" SQ HATCH (38"± CLEAR OPENING IN N/S DIRECTION W/DOOR OPEN)

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SCALE IN FEET

t:i:ft:'t-=-+-1--------n-- ��TI�I�iISHER

(WALL MTG)

SCA.LE IN FEET

EX. PRECAST CONG. VAULT INTERIOR DIMENSIONS: 8'-o"± WIDE 14'-0"± LONG 6'-7" DEEP

l-----+-t--'===o=df---1--'!i�--::=t-t---l ��cti�tELS T /

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SECTION - PS 1117 REPLACEMENT GENERATOR INSTALLATION

PLAN - PS 1117 REPLACEMENT GENERA TOR INSTALLATION

/ 4.

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EX. FUEL TANK VENT PIPE (UNUSED)

TO PUMP I- STATION

EX. SCUPPER DRAIN

TO PUMP I- - STATION

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(425) 941-6005 SheelJQ_ 24 [email protected] Of

Job No. 801703

8"±

8.5"±

EX. HATCH HINGE SIDE

EX. GRADE

EX. CONG. SLAB (DEPTH UNKNOWN}

4 2

6

EQUAL


NOT TO SCALE

24"

LOAD CENTER 120/240 V, 1 ¢ lOOA, NEMA 3R

EX. HATCH FRAME

SLOPE TO MATCH GRADE AT END OF DAVIT PAD

2P-90A


.6 . . . ..

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GTON EX.

I CONC. 21.5"

20"

• 1 .,

. .6 ." .6 24"

·.:., EQUAL

DETAIL - DAVIT SLEEVE NOT TO SCALE

EX. CONC. EX. HATCH --+-j

LOCK STRUT

EX. 42" SQ. HATCH/OPENING

.6 '4 .

00

· • 13"

NOT TO SCALE

SEE STRUCTURAL PLANS FOR CONC. REINFORCEMENT AND DOWELING DETAILS

PANEL SCHEDULE LS 24

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GFCI-SMA �,=.!�,_�;:{OA GFCI-30MA

3 GFCI-SMA RECEPTACLES _'_".��-�;:.:'OA SUMP PUMP GFCJ-30MA

5 RECEPTACLES GFCI-5MA _'_".��,_�;=i'OA GFCI-30MA SUMP PUMP LIGHTING lP,;c;lSA lP;=i'OA EXHAUST FAN GFC!-30MA

7 SPARE--------· - --- - ------ENGINE TANK 8 HEATER

..

.. .. .• . .6. ..

·-.1 .1



EX. ASPHALT

CONCRETE __ _,_ _ _,_ PAD 48"x48"

EX. EDGE OF 1 112 .. c_o_Nc_._s_L_AB __ �

EXPANSION JOINT (ALL AROUND AGAINST CONG.)

MIUER FLUSH ---<--��--·�· �-··-� FLOOR MOUNT SLEEVE WITH PLUG MODEL NUMBER DH-2055 OR APPROVED EQUAL

..

EX. AC PAVEMENT (THICKNESS NOT KNOWN, ASSUME 6"} SAVICUT FOR DAVIT PAD

EX. SERVICE POLE

EX. METER

EX. NON-FUSED DISCONNECT. REMOVE AND REPLACE WITH FUSED DISCONNECT PER ONE-LINE DIAGRAM

TO EX. GROUNDING ELECTRODE CONDUCTOR

NOT TO SCALE

EX. TRANSFORMER OPEN DELTA 120/240, 3¢, 4W HIGH LEG

EX. SERVICE ENTRANCE ON POLE

EX. SERVICE POLE

NOT TO SCALE

r EX. METER ON POLE

re ): j

L -YEX.

lOOA NON-f\jSED DISCONNECT ON POLE. REMOVE & REPLACE WITH lOOA, 120/240V, 3¢, 4VI FUSED DISC, NEMA 3R, SUSE LISTED. PROVIDE BUSSMAN FUSTRON FRN-R CLASS

I RK5 FUSES, 90A. LABEL DISC AS "SERVICE I DISC FOR GENERATOR VAULT APPROX 90' SW

_J 8,475 FAULT CURRENT AMPS"

PS 24 ONE-LINE DIAGRAM

1/2" PVC---...__ 1 #8

EX. CKT BKR ----� DISCONNECT-REMOVE & REPLACE W/ J-BOX I;- - - G)11/2"C-4#2 �

NEVI MAIN BKR, 90A, 240V, 3P 10,000AIC CKT BKR-NEMA 3R ENCL, SUSE LISTED

l

METER & DISCONNECT APPROXIMATELY 90'

NE OF PUMP STATION

I I

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-

-

EX. AC BERM

EX.--.....1--'F-''----------l CONC.

SCALE IN FEET

,--- 1

I �-- 1

�11[8J .,,.---+-- EX. PS #24

GENERATOR VAULT (BELOW}

I I GRADE)

� < >-�---t------'t-- EX. VALVE BOX AND

I �;!J-+�.r::===--i MONUMENT CASING L- - (FUEL FILL ACCESS)

I

I

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2.5

EX. ASPHALT

A PORTION OF SW 1/4 SEC 12, TWP 26 N, RGE 3 E, W.M., KING COUNTY, WASHI

REMOVE EX. FUEL FILL CASING. SEAL VOID OM VAULT CEILING TO GRADE. PLACE MIN. 2 STU OPENING FOR ANCHORAGE. SEAL WATER TIGHT CONCRETE AND WA TERSTOP RX OR EQUAL.

INTAKE VAULT PER DETAIL 11, SHEET 20.

VENT VAULT PER DETAIL 12, SHEET 20.

ADD DAVIT SLEEVE PER DETAIL 3, SECTION H THIS SHEET. SAWCUT AND REMOVE EX. CONG. SLAB.

SAWCUT EX. ASPHALT MIN. 12" FROM VAULTS. RESTORE ASPHALT TO MATCH EX.

FLAG NOTES,

NOTES

�WEST TOE. MERCER WAY (600'±)

PS 1124 GENERA TOR SITE PLAN


2. GENERATOR VAULT IS LOCATED IN DRIVEWAY FOR ACCESS TO MULTIPLE RESIDENTIAL PROPERTIES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS AT ALL TIMES TO THE GENERATOR VAULT AND RESIDENTIAL PROPERTIES IN THE PROJECT AREA. CONTRACTOR PARKING IS LIMITED TO ONE PARKING SPACE ADJACENT TO GENERATOR VAULT. ADDITIONAL OFF-STREET PARKING IS AVAILABLE ALONG SHOULDER OF EAST MERCER WAY.

3. CONTRACTOR SHALL PROVIDE ACCESS FOR GARBAGE PICKUP ON WEDNESDAYS. PICKUP LOCATION IS ON EAST SIDE OF GENERATOR VAULT, REQUIRING ACCESS OVER VAULT.

4. ON SITE WORK HOURS SHALL BE LIMITED TO BU SINES DAYS FROM 8: OOAM TO 7: OOPM.

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Job No. 801703

Sheet__.1!_ Of 24

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REMOVE EX. LADDER.

REMOVE DEBRIS, SEDIMENT AND OTHER LOOSE MATERIALS FROM AIR VAULTS AND GENERATOR VAULT.

EX. LIGHT FIXTURE - REMOVE. CONDUIT & WIRING NOT SHOWN FOR CLARITY, MAY REMAIN & BE RE-USED.

EX. DUPLEX RECEPTACLE TO REMAIN. CONDUIT & WIRING NOT SHOWN FOR CLARITY, MAY REMAIN.

EX. MAIN CKT BREAKER - REMOVE.

EX ATS MOVE TO RIGHT TO PROVIDE WORKING CLEARANCE.

EX. 120/240V LOAD CENTER - REMOVE.

REMOVE EX. SUMP PUMP, VALVES AND RISER PIPE/FIIBNGS.



REMOVE ABANDONED FUEL VENT AND FILL PIPES.

TEMPORARILY REMOVE CONCRETE COVER OVER OPENING. COVER OPENINGS WITH STEEL PLAT DURING CONSTRUCTION.

REMOVE EX. MUFFLER AND EXHAUST PIPE AND SUPPORTS.

DRAIN ALL FLUIDS, COOLANT, OIL AND FUEL, REMOVE BATTERIES, WIRING TO COOLANT HEATER AND BATTERY CHARGER. REMOVE GENERATOR AND DUCT. IF NECESSARY REMOVE GENERATOR SET FROM SUB BASE FUEL TANK THEN REMOVE FUEL TANK SEPARATELY

REMOVE BASE AND CONCRETE LEVELING PAD.

REMOVE DEBRIS FROM ACCESS HATCH DRAIN CHANNEL AND DRAIN. CLEAR OR REPLACE EX. PVC FRAME DRAIN TO SUMP. CLEAN SURFACE DEBRIS FROM EX. OPENING, CONDUIT, DRAIN, FLOOR, CEILING AND WALLS.

� REMOVE EX. CURB TO FLOOR LEVEL. GRIND AND/OR GROUT AT FLOOR TO RECLAIM FLOOR AREA .

FLAG NOTES,

� §> lli> b §:> B> [§> B> Ez>

10

..l

10

EX. PRECAST CONCRETE AIR VAULT (TYP.)

/

EX. INTAKE VAULT

EX. 2 .. SCH 80 PVC PUMP DISCHARGE PIPE

EX. � SCUPPER v

DRAIN

/ _j �/

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I I I L _J

EX. SUMP PUMP 76

,------, I I I I I I I I I I I I

-+-----+ I I I I I I

EX. 3'-6 .. SQ HATCH

SCALE IN FEET

EX. ABANDONED EX. STEEL FUEL FILL AND LADDER VENT PIPE AT CEILING

SCALE IN FEET

EX. CONC. BASE

EX. ENGINE GENERATOR

SET AND FUEL TANK

SECTION - PS 1124 - EXISTING GENERA TOR VAULT

PLAN - PS 1124 - EXISTING GENERA TOR VAULT

.. -.) / ..

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EX. CONC. PAD EX. CONC. CURB

-:w,;::-

EX. EXHAUST VAULT

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...

EX. SCUPPER

DRAIN

EX. PRECAST CONCRETE VAULT: INTERIOR DIMENSIONS 8'-0 .. ± WIDE 14'-0 .. ± LONG 6'-7"± DEEP

,------, I I I I I I I I I I I I +-----+-

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EX. ASPHALT

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Job No.

801703

She el __lg_ Of 2 4

l

UM!T SWITCH AT HATCH




M

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COMBINATION T- - STARTER

L1

INTAKE VAULT PER DETAIL 11, SHEET 20.

VENT VAULT PER DETAIL 12, SHEET 20.

CITY PROVIDED CARBON STEEL-321 STAINLESS STEEL FLANGE, FIIBNGS AND PIPE.

® Knowwhal'abelow.

Callbeloreyoudlg.

CITY PROVIDED HARCO MANUFACTURING CO. 824VRS2-8SI MPT H MUFFLER. ATIACH TO WALL WITH PIPE CLAMPS UNLESS DIRECTED BY CITY. NOTE: MUFFLER AND APPURTENANCES WILL NOT BE AVAILABLE UNTIL MARCH 2019.

REPLACE EX. SUMP PUMP WITH TWO SUMP PUMPS IN PARALLEL. TRIM AND REMOVE EX. SUMP GRATING AS NECESSARY. TWO TSURUMI MODEL HS2.45-62 SUMP PUMPS WITH FLOAT SWITCHES (TWO SHE-RHOMBUS SJE VERTICAL MASTER PUMP SWITCHES, P /N 1003770) AND 1 1 /2" NPT DISCHARGE. CONNECT EACH PUMP WITH SCH 80 PVC PIPING, CHECK VALVE AND ISOLATION VALVE TO TEE RISER AND CONNECTION TO 2" EX. PIPE WITH UNION.

BOLT GENERATOR FRAME TO FRAME OF FUEL TANK USING 1 /2" DIA. STAINLESS STEEL BOLTS, 4 PLACES.

BOLT FUEL TANK FRAME TO CONCRETE BASE USING 1 /2" DIA. STAINLESS STEEL WEDGE ANCHOR BOLTS, 8" LONG.

jB:>,- PROVIDE NEW CIRCUIT TO EXHAUST FAN & LIMIT SWITCH )'z"C, 2#12, 1#12G.

� RELOCATE ATS TO RIGHT TO PROVIDE WORKING CLEARANCE.

� NEW LOAD CENTER - SEE ONE LINE DIAGRAM. PROVIDE NEW CONDUIT & CONDUCTORS TO RE-ENERGIZE RECEPTACLE & LIGHTING CIRCUITS.

@:§:>- PROVIDE WATER IN VAULT SENSOR & ALARM CIRCUIT. 1/2"C, 2#14 FROM ATS TO GEMS LEVEL SW NO 35682 OR EQUAL. CONNECT TO GENERATOR FAIL ALARM.

INTERCEPT EX. RECEPTACLE CKT, PROVIDE J BOX & NEW HOME RUNS TO LOAD CENTER.

REMOVE PORTABLE CORD, RELOCATE RECEPTACLE. PROVIDE NEW CONDUCTORS IN CONDUIT INTO ATS & RECEPTACLE W/ 1/2"C, 2#12 FOR HEATER. PROVIDE 1P DISCONNECT IN ATS FOR HEATER, LABEL "WARNING 120V HEATER DISCONNECT".

[B:>- 1 /2"X6" LONG ANCHOR BOLTS, ALL- THREAD OR REBAR GROUTED INTO FLOOR AND CAST INTO BASE (TYP. OF 6 EQUALLY SPACED)

VENT FAN LIMIT SWITCH SQ D 9007 C OR EQUAL.

REPLACE EXISTING LT SWITCH & RECEPTACLE.

VERTICAL LADDER PER DETAIL 9, SHEET 19, CENTER IN OPENING. H=87"±, CONTRACTOR TO VERIFY IN FIELD.

FLAG NOTES, CONCRETE BASE 101"x36" - HEIGHT VARIES TO MAKE LEVEL TOP. BASE TO BE AS CLOSE TO NORTH END OF VAULT AS POSSIBLE TO PROVIDE SPACE IN FRONT OF ATS.

INSTALL OWNER FURNISHED FUEL TANK. SEE DRAWINGS 15-26665 SHT 18 GLOBAL POWER COMPONENTS.

INSTALL OWNER FURNISHED GENERATOR. SEE CUMMINS DRAWING A047-S606. CONTRACTOR SHALL PLAN FOR AND IMPLEMENT ALL STEPS NECESSARY TO INSTALL EQUIPMENT. FUEL TANK MAY NEED TO BE PUT INTO POSITION AFTER GENERA TOR ASSEMBLY IS LOWERED INTO VAULT. TANK MAY NEED TO BE POSITIONED IN INTAKE VAULT AIR OPENING OR TO ONE SIDE. GENERATOR ASSEMBLY APPURTENANCES MAY NEED TO BE REMOVED AND REPLACED TO ALLOW MOVEMENT INTO POSITION.

MOUNT GENERATOR ON FUEL TANK SEE GLOBAL POWER COMPONENTS REFERENCE DRAWINGS 15-26665 SHT 18.

INSTALL OWNER FURNISHED MUFFLER. SLOPE TO DRAIN TOWARDS DRAIN BOSS IN MUFFLER. PROVIDE CONDENSATION DRAIN LINE TO VAULT FLOOR. SUPPORT MUFFLER WITH THREADED ROD AND HANGING BRACKET MAKE FLEX CONNECTION TO ENGINE.


REMOVE EX. MAIN DISCONNECT & REPLACE WITH JUNCION BOX. SPLICE SERVICE CONDUCTORS & EXTEND TO NEW MAIN BRKR LOCATION - SEE ONE-LINE DIAGRAM.

NEW CONDUITS AND CONDUCTORS TO GENERATOR. SEE ONE-LINE DIAGRAM ..

REPLACE EXISTING FLUORESCENT LIGHTS WITH TB LED VAPOR-PROOF LIGHT FIXTURES, SUPERBRIGHT LED'S INC. VTLF-2NW18F OR EQUAL (TYP. OF ALL 3).

REPLACE SERVICE ENTRANCE CONDUIT INSIDE VAULT W/ SCH 80 PVC.

NEW MAIN BREAKER DISCONNECT - SEE ONE-LINE DIAGRAM.

INSULATE EXHAUST PIPE AND SILENCER W/ 1" THICK HIGH TEMPERATURE INSULATION. INSULATION SHALL CONSIST OF REMOVABLE PADS OF GLASS CLOTH/GLASS TEMPMAT/STAINLESS STEEL MESH FASTENED WITH STAINLESS STEEL LACING HOOKS AND 16 GAUGE COPPER WIRE (BALLARD INSULATION OR APPROVED EQUAL).

FAN/DUCT ASSEMBLY PER SECTION D, SHEET 19.

COMBINATION CO/SMOKE DETECTOR, 120V HARDWIRED W/SEALED LITHIUM BATTERY BACKUP. ALARM WIRED TO COMMON GENERAL FAIL ALARM IN ATS, KIDDE 112010SCO OR EQUAL.

� COMBINATION MOTOR STARTER FOR EXHAUST FAN, 120V, HOA, NEMA SIZE 0, TIME CLOCK CONTROL WITH ADJUSTMENT AT 15 MINUTE INTERVALS, SEE THIS SHEET (RIGHT) FOR SCHEMA TIC WIRING DIAGRAM.

B:>- SEAL VOID IN CONCRETE SLAB. PLACE MIN. 2 STUDS IN OPENING FOR ANCHORAGE. SEAL WATER TIGHT WITH CONCRETE AND WA TERSTOP-RX OR EQUAL.

� PRIOR TO CONCRETE COVER REPLACEMENT, CLEAN ALL SURFACES, GROUT VOIDS IN SEALING SURFACE AREAS AND SEAL AROUND PERIMETER WITH MASTIC STRIP OR WA TERSTOP-RX .

REMOVE AND SALVAGE 2" VENT CAP. 2" BLACK IRON PIPE TANK VENT TO 2"xf' TEE JUST INSIDE VAULT. CONNECT TEE TO EX. 2" VENT PIPE THRU WALL. INCLUDE 1/2" NIPPLE WITH 1/4 TURN VALVE ON TEE BRANCH TO DRAIN CONDENSATION. SUPPORT PIPE FROM CEILING W/ PIPE ANCHORS.

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EX. 2" SCH 80 PVC PUMP DISCHARGE PIPE

EX. SCUPPER

DRAIN

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EX. PRECAST CONCRETE AIR VAULT (TYP.)


,------, I I I I I I I I I I I I

-+--- - ---+ I I I I I I

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EX. FIRE EXTINGUISHER WALL MOUNTED, RELOCATE

GENERATOR VENT VAULT PER@

SCALE IN FEET

/ /

'1!·

SECTION - PS tt24 REPLACEMENT GENERATOR INST ALLA Tl ON

SCALE IN FEET


PLAN - PS tt24 REPLACEMENT GENERA TOR INSTALLATION

EX. PRECAST

CONCRETE VAULT: D D INTERIOR DIMENSIONS 8'-0"± WIDE 14' -0" ± LONG 6'-7"± DEEP

-.iR'; -

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EX. ASPHALT


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Job No. 801703

Sheet__1� Of 24

\ \

' \ \ ,/\ / \

/ \

......-,--- APPROXIMATE LOCATION OF EXISTING SD & CB

I \

\ \

EX. GENERATOR VAULT

DAVIT SLEEVE AT-----� VAULT HATCH PER DETAIL 4, SHEET 18. SAWCUT AND REMOVE EX. ASPHALT FOR DAVIT SLEEVE PAD.

�:. PVC SUMP PUMP DISCHARGE PIPE (ROUTE TO EX. CB NOT KNOWN)

\ I \

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EX. POWER CONDUIT\ TO PS #18

� \

\ /

3. ON SITE WORK HOURS SHALL BE LIMITED TO BUSINESS DAYS FROM 8: OOAM TO 7: OOPM.


5. CONTRACTOR SHALL DETERMINE MEANS OF MOBILIZATION, DELIVERY, SALVAGE AND ACCESS TO EX. STATION, BUT SUCH SHALL BE LIMITED TO USE OF EX. DRIVEWAY AND PARKING AREA. TIMING OF USE OF DRIVEWAY IN A MANNER THAT BLOCKS LOCAL PROPERTY ACCESS SHALL BE COORDINATED A MINIMUM OF FIVE BUSINESS DAYS IN ADVANCE WITH OWNER AND IMPACTED PROPERTY OWNERS. CONTRACTOR SHALL UTILIZE A CRANE OR BOOM TRUCK TO MOVE EQUIPMENT AND MATERIALS TO AND FROM EX. PAVED AREAS TO THE STATION, INCLUDING FOR PUMP INSTALLATION AND REMOVAL. EX. VEGETATION SHALL NOT BE REMOVED FOR ACCESS OR CRANE/BOOM SERVICE OF THE STATION.

PUMP ST A TION n18 & GENERA TOR VAULT SITE PLAN

NOTES 1. EXISTING UTILITIES NOT SHOWN. CALL FOR UTILITY LOCATE PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS AT ALL TIMES TO THE GENERATOR VAULT, PUMP STATION AND RESIDENTIAL PROPERTIES IN THE PROJECT AREA. CONTRACTOR PARKING IS LIMITED TO ONE SPACE ADJACENT TO GENERATOR VAULT AND ONE SPACE ADJACENT TO PUMP STATION. ADDITIONAL OFF-SITE PARKING IS AVAILABLE ALONG SHOULDER OF WEST MERCER WAY.

40 20

SCALE 1N FEET

10

*

20

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\

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\ \

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Job No.

801703

Sheet__1_1__ Of 2 4

FLAG NOTES,

EX. 7-1/2 HP MOTORS - REPLACE WITH 10 HP MOTORS.

REPLACE EX. REVERSING MOTOR STARTER WITH FVNR NEMA SIZE 1 STARTER WITH MELTING ALLOY OVERLOADS BASED ON FLA OF NEW MOTORS WITH 1.15 SERVICE FACTOR.

DISCONNECT REVERSE CONTROL CIRCUITRY.

REMOVE PUSH BUTTON ON DOOR & CLOSE OPENING.

D>

�-----c-- FROM TELEMETRY & CONTROL PANEL

RSB 183

12VOC� COIL�

12VOC� COIL�

12VOC� COIL�

N

WOY /277 VAC FROM PANElBOARD

LEX.

MOTOR '-----�---1*il i�,�- MF2 MR2 MF3 MR3 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 I I I

------1- EX. MOTOR CONTROL PANEL

RSB 181

MAN ;�AUTO Kl�

: .L F�ARO MRI

MF1

MAN S��UTO K2� I.,- : .L F�ARD MR2

MF2

LI

I EX. HYDRAULIC GRADE LINE MANHOLE. PIPE CONNECTIONS ARE SHO\\N SCHEMATICALLY. FORCE MAIN DISCHARGES THROUGH MANHOLE. IF HYDRAULIC GRADE LINE ELEVATION EXCEEDS ELEVATION OF INTERIOR WEIR WALL, WASTEWATER WILL RETURN TO WET \\ELL. USE FORCE MAIN OUTLET FOR TEMPORARY DISCHARGE LOCATION.

10

SCALE IN FEET

2.5

PS n18 SITE PLAN

�------- EX. DRY \\ELL ACCESS HATCH/ RISER

EX.(?) OR ABANDONED HYDRAULIC GRADE LINE MANHOLE

FLAG NOTES, DAVIT SLEEVE PER DETAIL 5, SHEET 18.

DAVIT SLEEVE PER DETAIL 6, SHEET 18.

REMOVE AND DISPOSE OF EX. GRAVEL SACK BERM. CREATE DRAINAGE BERM FROM NATURAL MATERIAL.

RAISE EX. GRADE AND STATION ENTRY RISERS 18" PER DETAIL 10, SHEET 20.

RAISE EX. WATER SERVICE BOX. ADJUST EX. BOX AND ADD 1 OR 2 12" RISERS (CARSON 1324-12 HW OR EQUAL) TO SUIT EX. CONDITIONS.

NOTES 1. EXISTING UTILITIES NOT SHOWN. CALL FOR UTILITY LOCATE PRIOR TO ANY EXCAVATION.

2. GENERATOR VAULT IS LOCATED IN DRIVEWAY FOR ACCESS TO MULTIPLE RESIDENTIAL PROPERTIES. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS AT ALL TIMES TO THE GENERATOR VAULT AND RESIDENTIAL PROPERTIES IN THE PROJECT AREA. CONTRACTOR PARKING IS LIMITED TO ONE PARKING SPACE. ADJACENT TO GENERATOR VAULT. ADDITIONAL OFF-STREET PARKING IS AVAILABLE ALONG SHOULDER OF EAST MERCER WAY.


4. ONSITE WORK HOURS SHALL BE LIMITED TO BUSINESS DAYS FROM 8: OOAM TO 7: OOPM.

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RJC ENGINEERING1 PLLC



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EX. I O"x8" WYE

,-+--1----- EX. FIRE EXTINGUISHER (WALL MOUNTED)

LAKE WATER INLET

-+----+--- EX. 10" GV W/ 2" OP. NUT THRU GRATING

EL. 8.90±

�-+---+---EX. LOWER LEVEL LADDER

4 ...

EX. PUMPS NOT SHOWN

FOR CLARITY

...

4

4.

PUMP ST A TION t118 EXISTING

EX. WET WELL

SECTION

EX. 10" SUCTION PIPE (FL)

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EX. 36"± SQ CONG. RISER YI/ 30" DIA. MANHOLE

SCALE IN FEET

§§:>- EX. CONDUIT & WIRE ROUTED ALONG FLOOR FROM EMERGENCY STOP PUSH BUTION ON WALL TO LIMIT SWITCHES ON CHECK VALVES - REMOVE.

@}:>- EX. EMERGENCY STOP PUSH BUTION ON WALL TO REMAIN.

� EX. MOTOR CIRCUITS SUPPORTED FROM GRATING SUPPORTS TO REMAIN & BE RE-USED FOR NEW MOTORS (TYP. OF 3). v:>- RE-USE EX. LIMIT SWITCHES ON NEW SWING CHECK VALVES {TYP. OF 3).

� REMOVE EX. DRY WELL LADDER AND SALVAGE TO CITY. GRIND ALL ANCHOR BOLTS FLUSH TO WALL.

� REMOVE EX. WET WELL LADDER AND SALVAGE TO CITY. GRIND ALL ANCHOR BOLTS FLUSH TO WALL.

� REMOVE EX. DRY WELL HATCH AND FRAME AND SALVAGE TO CITY.

b- SAWCUT 10"± BELOW EX. WET WELL TOP SLAB ELEV. AND REMOVE EX. WET WELL TOP SLAB AND MANHOLE AND SALVAGE TO CITY.

§::>- REMOVE AND PATCH ALL ABANDONED ANCHORS AND PENETRATIONS PER DETAIL 13, SHEET 20.

TOP OF SLAB

BOTTOM

PS OVERFLOW

.. .J 4

ct_ 10" SUCTION

EL. 7.70±

,'EL. -1.50±

16" INLET.

,'��M�-8�5. 2 ON

,'EL. 15.75±

,'EL. 22.00±

PUMP NO. 3 ON

,'��M;·9g:SIGN W.S.

,'EL. 17.50±

,'�,b 2��C SAWCUT

EL. 9.80± .J _...,.�16�"�P�S�O=VE-R-FL_O_W+--,!--+--++ll-

EL. 8.80±

LIGHT

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EX. FAN AND VERTICAL DUCT (\'/ALL MOUNTED)

EX. 10" GV YI/ 2" OP. NUT THRU GRATING

EX. 10" FORCE MAIN

·'1

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i--'"--'----'-+EX. 1 O" FORCE MAIN (FL)

v , "

Es:>- REMOVE EX. GATE VALVE {TYP. OF 3)

Gr>- REMOVE EX. 90 DEG. BEND AT THE TOP OF VERTICAL RISER {TYP. OF 3)

b- REMOVE EX. SUPPORT ATIACHED TO FLOOR {TYP. OF 3)

� REMOVE EX. 10"x8" WYf. {TYP. OF 3)

b REMOVE EX. 10" SPOOL {TYP. OF 2)

� REMOVE EX. HORIZONTAL SUPPORT

B::>- REMOVE EX. 10" GATE VALVE

b REMOVE EXISTING LAKE WATER PUMP AND ALL ASSOCIATED PIPING AND APPURTENANCES. PLUG/SEAL PIPE AT WALL PENETRATIONS. B>- REMOVE 2 EX. SUMP PUMPS AND ALL RELATED APPURTENANCES, TO 12" FROM DISCHARGE WALL PENETRATION

� DISCONNECT EX. MOTOR CIRCUIT FROM MOTOR {TYP. OF 3).

EX. LIGHT

EX. LOWER LEVEL LADDER

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EX. LIGHT

� EX.IQ"� GV (TYP)

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SCALE IN FEET

REMOVE EX. VERTICAL PUMP {TYP. OF 3, NOT SHOWN FOR CLARITY)

REMOVE EX. 90 DEG. BEND {TYP. OF 3)

REMOVE EX. REDUCER {TYP. OF 3)

REMOVE EX. 10" GATE VALVE {TYP. OF 3)

REMOVE EX. CHECK VALVE {TYP. OF 3)

REMOVE EX. 45 DEG. BEND {TYP. OF 3)

REMOVE EX. 18" CONCRETE PUMP PAD. GRIND FLUSH TO FLOOR ELEVATION. (TYP. OF 3)

REMOVE EX. 90 DEG. BEND AT THE BASE OF VERTICAL RISER {TYP. OF 3)

REMOVE EX. 8" SPOOL, CONNECTED REDUCER AND RELATED FlffiNGS {TYP. OF 3)

FLAG NOTES,

2 EX.----,!---+-----+---+--� SUMP PUMPS

EX. 10" SUCTION PIPE (FL-TYP. OF 3)

EX. WET---,!---+.�I WELL LADDER

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(425) 941-6005 Sheet --1§.._ 24 [email protected] Of

Job No.

801703

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SECTION - PUMP STATION ti18 PUMP REPLACEMENT

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� 10" FILLER FLANGE OR FLANGE SPOOL, LENGTH AS REQUIRED

� CONTINUE CONCRETE WHERE ADJACENT TO ANOTHER PAD

b- 10" DI SPOOL {FLXPE), LENGTH AS REQUIRED {TYP. OF 3)

� RE-USE EX. MOTOR CIRCUITS FOR NEW MOTORS. RE-ROUTE OR EXTEND AS REQUIRED (TYP. OF 3).

b- EX. EMERGENCY STOP PUSH BUTTON

@§:>- EXTEND CIRCUIT FROM EMERGENCY STOP PUSH BUTTON UP TO GRATING SUPPORTS & TO LIMIT SWITCHES ON SWING CHECK VALVES - 3/4"C - 6#14. 2#14 FOR EACH LIMIT SWITCH. RE-USE EX. LIMIT SWITCHES (TYP OF 3)

@£>, DRY WELL LADDER PER DETAIL 9, SHEET 19. H=166"±.

� WET WELL LADDER PER DETAIL 9, SHEET 19. H=240"±.

e}::> RAISE DRY WELL HATCH 18" ABOVE EX. ELEVATION PER DETAIL 10, SHEET 20.

34 RAISE WET WELL MANHOLE 18" ABOVE EX. ELEVATION PER DETAIL 10, SHEET 20.

TOP OF SLAB

WET WELL SAWCU T

PUMPS OFF

BOTTOM

EL. 7.70±

PS OVERFLOW

16" PS OVERFLOW

EL. 8.80±

EL. 21.16±

EL. 9.80±

�EL. -0.30±

16" INLET.

��-M�-8�5 2 ON

�EL. 1.70±

�EL. -1.50±

�EL. 15.75±

PUMP NO. 3 ON

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<t_ 10" SUCTION

�EL. 17.50±

391 GRAY 451 \\HITE

DESIGNATION• COLOR

EX. FAN AND VERT! CAL DUCT {WALL MOUNTED)

EX. 10" FORCE MAIN

. "

LOCATION

PIPING/VALVES WALLS

•FAR WEST INDUSTRIAL ENAMEL CODE #

�"-'---'----\. EX. 10" FORCE MAIN {FL)

� STAND-ON PIPE SUPPORT WITH FLANGE PLATE - MOUNTED HORIZONTALLY (TYP. OF 3)

fui--... OWNER FURNISHED VAUGHAN E SERIES CHOPPER PUMP AND MOTOR � ASSEMBLIES HAVE A 40" SQUARE BASE PLATE. THE CONCRETE

OPENING TO THE DRY WELL IS 42"x42". TEMPORARILY REMOVE AND REPLACE EXISTING ELECTRICAL APPURTENANCES AND REMOVE LADDER TO LOWER PUMPS INTO DRY WELL.

b 8" DI SPOOL {FLXPE), LENGTH AS REQUIRED {TYP. OF 3)

� 8" RFCA {TYP. OF 2).

� 7"x15" CONCRETE PAD (THICKNESS TO MATCH PUMP BASE).

@:§:>, 1 O" BLIND FLANGE.

@I:> STAND-ON PIPE SUPPORT WITH TWO BASE PLATES, LENGTH AS REQUIRED (TYP OF 4 ).

@3:>, TWO SUMP PUMPS IN PARALLEL. TWO TSURUMI MODEL HS2.45-62 PUMPS W/ FLOAT SWITCHES {TWO SJE-RHOMBUS SJE VERTICAL MASTER PUMP SWITCHES, P /N 1003770) AND 1 1 /2" NPT DISCHARGE. CONNECT EACH PUMP WITH SCH 80 PVC PIPE, CHECK VALVE AND ISOLATION VAL VE TO TEE/RISER.

r;;-:;--__ INSTALL AND CONNECT 2" DISCHARGE PIPE TO EXISTING 2" PIPE, 12" � BELOW DISCHARGE WALL PENETRATION.

24 8" FILLER FLANGE OR FLANGE SPOOL, LENGTH AS REQUIRED

EX. LIGHT

EX. LIGHT

EX. LOWER LEVEL LADDER

SCALE IN FEET

x w

EX. WET WELL

-�

-,

PUMP STATION ti18 PUMP REPLACEMENT PLAN - LOWER LEVEL

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FLAG NOTES,

2 EX.------1--+-----4----+-- SUMP PUMPS

EX. WET----t---1 WELL LADDER

A PORTION OF SW 1/4 SEC 12, TWP 26 N, RGE 3 E, W.M., KING COUNTY, WASHINGTON FINISH SCHEDULE

[}:>, 10" RESILIENT SEAT GATE VALVE {FLXFL) WITH HAND WHEEL (TYP. OF 3).

@::>- 10" RESILIENT SEAT GATE VALVE IN VERTICAL ORIENTATION {FLXFL) WITH CHAIN WHEEL (TYP. OF 3).

[t>- 10" RESILIENT SEAT GATE VALVE {FLXFL) WITH 2" OPERATING NUT.

� INSTALL OWNER-FURNISHED VAUGHAN E SERIES CHOPPER PUMP AND MOTOR ASSEMBLY {TYP. OF 3).

� 50" SQ. CONCRETE PAD TO SUPPORT PUMP, THICKNESS AS REQUIRED (TYP. OF 3).

G:::>- 8" 90 DEG. DI BASE ELBOW OR EQUIVALENT {FLXFL) {TYP. OF 3).

[}::>- 8" HORIZONTAL SWING CHECK VALVE IN VERTICAL ORIENTATION {FLXFL) {TYP. OF 3).

� 8" 90 DEG. DI BEND {FLXFL) {TYP. OF 3).

[1:>- 8" LONG 8" DI SPOOL {FLXFL).

Ii:§>- 8"x10" TEE, FL (TYP. OF 3).

8> 10" DI SPOOL (FLxPE), LENGTH AS REQUIRED (TYP. OF 2).

b-- 10" RFCA (TYP. OF 2)

� CLEVIS HANGAR ATTACHED TO I BEAM ABOVE TO SUPPORT 10" PIPE (TYP. OF 3)

B>- 10" UNIFLANGE OR EQUAL RESTRAINED FLANGE ADAPTER

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Sheet-1L Of 24 Job No.

801703

MEASURE OUTPUT VOLTAGE HERE

AO SERIAL [II]

120V SUPPLY

NEW )fC, 2#12, 1#12 G

EX. SWITCH &. RECEPTACLE

p--

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!GATOR <, -

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Q ' REMOVE :, CONDUIT &.

ND CONDUCTORS DUCT BACK TO " "

UN TED) " LOAD CENTER -,

!:::).._ " 'I, "

SCALE IN FEET

NOT TO SCALE

EX. J-BOX W/ TRANSDUCER CABLE SPLICED TO SIGNAL CABLE

MJK 704 SCHEMA TIC WIRING DIAGRAM

SECTION - PUMP ST A TION "18 - UPPER LEVEL

RELOCATED EX. MJK 704 CONTROLLER

MEASURE VOLTAGE AT MJK 704 CONTROLLER AO 21 & 22 IF VOLTAGE IS (NOMINAL 24V) THEN DISCONNECT 24V POWER SUPPLY & CONNECT AS SHOWN. IF NO VOLTAGE AT AO 21 & 22 THEN

, LEAVE 24 voe POWER SUPPLY IN ------EX. • LOOP. OBSERVE CORRECT POLARITY I TELEMETRY �-��t:J_N_E_C"J!�N_S_. __J PANEL

..._,_--+-NEW 1"C W/ 2 RUNS OF SIGNAL CABLE

120/240V LOAD CEN

WET WELL LEVEL IND MJK 704 RELOCATE

EX. FAN A VERTICAL {WALL MO

EX. UNUSED

=

�----- RELOCATED MJK 704 CONTROLLER, SEE SCHEMATIC WIRING DIAGRAM FOR CONNECTIONS

0

EX. PENETRATION TO WET WELL W/ TRANSDUCER

NOT TO SCALE

EX. CONDUIT VI/ 2#12, 1 #12G, TO SWITCH &. RECEPTACLE

EX. CONDUIT 1'1/ SIGNAL CABLE TO TELEMETRY PANEL

ELEV A TION - PUMP ST A TION "18 - UPPER LEVEL

..-<-+---OPEN SPLICE AT THIS POINT. SPLICE NEW SIGNAL CABLE TO GREEN TRANSDUCER CABLE & EXTEND NEW SIGNAL CABLE TO SENSOR TERMINALS IN RELOCATED 704 CONTROLLER. SPLICE EXISTING SIGNAL CABLE TO NEW SIGNAL CABLE & EXTEND NEW SIGNAL CABLE

!---+------.-------11-------+---rl TO SERIAL TERMINALS IN RELOCATED MJK 704 CONTROLLER.

TO 120/240V PANEL BOARD

EX. J-BOX W/ TRANSDUCER CABLE

EX. EMPTY CODUIT TO MJK 704 CON TROLLER - REMOVE

FLAG NOTES, � REPLACE REVERSING MOTOR STARTERS IN EXISTING L..!-- MOTOR CONTROL PANEL WITH FVNR STARTERS PER

NOTE 1 SHT 14 (TYP. OF 3)

@::>- REMOVE EX. "REVERSE" PUSH BUTIONS ON DOOR. CLOSE OPENINGS (TYP. OF 3)

SCALE IN FEET

t--------t- EX. WET WELL LEVEL INDICATOR

SCALE IN FEET

�---t---+-t--;- EX. 120/240V LOAD CENTER


..---------+----t-+---Y-t---EX. 480 TO 120/240V TRANSFORMER

.----+-EX. FAN AND VERTICAL DUCT {WALL MOUNTED)

..-------------t--t-t-�,-,...-EX. 480Y/277V PANEL BOARD

,.

" -a :

"" EX. LOWER LEVEL LADDER e

" " " -c EX. TELEMETRY PANEL

EX. J-BOX W/ TRANSDUCER CABLE SPLICED TO SIGNAL CABLE "" "" EX. MOTOR

CONTROL EX. PENETRATIONS PANEL TO TRANSDUCER

-e EX. 480Y /277V PANELBOARD -,

EX. J-BOX W/ " TRANSDUCER EX. 480 TO CABLE ' 120/240V

TRANSFORMER

EX. DRY EX. 120/240V LOAD CENTER

WELL

' ·,

- PUMP ST A TION "18 - UPPER LEVEL

EX. WET WELL

" -,

x w

PLAN - PUMP STATION "18 - UPPER LEVEL

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-,

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EX. LOWER --+---+--i I LEVEL LADDER

EX. MOTOR---+----t------� CONTROL PANEL

EX. TELEMETRY---t---+------ PANEL

'®- SECTION

EX. 10" SUCTION PIPE {FL-TYP. OF 3)

EX. WET WELL LADDER SEE FLAGNOTE 32, SHEET 16

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Job No. 801703

Sheet .J.!L Of _g±_

36" SQ OPENING BELOW

I I I I

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,-_ t-----EQUAL----1-�-- EQUAL----!

NOT TO SCALE

30" DIA. MANHOLE W/ FRAME CAST IN PLACE

DETAIL - PS 1118 WET WELL DAVIT SLEEVE

EX.--� LADDER TO BE REPLACED

52" SQ. CONG. SLAB

i----------46"--------J

·,i . . e . . e- ..

;ll" _J . • • ,:! ;, Ll : .

�

MILLER FLUSH . FLOOR MOUNT 0 0 . .

SLEEVE WITH I PLUG MODEL -a-, 0 0 .. ,:] 18" NUMBER DH-2055 . l OR APPROVED ..

EQUAL .. 21"· 21"

CONCRETE . f:.

:.d. o: .d . PAD 42"x42" �- . ,; .·. .. .. <l

1/2" •· EXPANSION . .. JOINT

EX. HATCH LOCK STRUT

NOT TO SCALE



SECTION - PS **18 WET WELL DAVIT SLEEVE

,___ EX. SQ. RISER (8" WALLS & TOP SLAB)

�---- EX. HATCH HINGE SIDE

EX. SQ. RISER {8" WALLS)

CONCRETE RISER EXTENSION PER STRUCTURAL DETAILS. RAISE TOP SLAB 18" ABOVE EX. GRADE.

BARK AND FILL -----� PER@(TYP.)

EX. ELEC. EQUIP. IN OPENING

LIMIT OF� HATCH REINFORCEMENT

42" SQ,-----� OPENING

NOT TO SCALE

NOT TO SCALE

I EQUA,'-l=========t

PS **18 DRY WELL DAVIT SLEEVE


18"

PS **18 DRY WELL DAVIT SLEEVE

58" SQ • CONG. RISER

42" SQUARE HATCH PER DETAIL 10, SHEET 20

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EX. HATCH---- LIFT STRUT _..,,__ ...._ -+-----�

1/2" EXPANSION JOINT

00

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. 4.

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..

. . .

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1.---------48"---------'

..

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SEE STRUCTURAL PLANS FOR CONG. REINFORCEMEN AND DOWELING DETAILS

.. ..

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DETAIL


CONCRETE PAD 42"X42""'- -----'

. . .

..

l .· ... 18" l · 4�

I 1=- ,J

• • SAWCUT EX. · ,i· ASPHALT TO

INSTALL CONCRETE · •:· • DAVIT PAD

RESTORE W/ GRAVEL AROUND PAD

SEE STRUCTURAL PLANS FOR CONG. REINFORCEMENT AND DOWELING DETAILS

«:

.. ··.·,:] J • .._:_J .

. .

•.

.. · ..


·.,:]

"·.d. .. 00

20·� CONG. PAD 48"x48"

-c=--.,ITP,;'"'7't1,h,.'c....._

�-:-----.==....-

..

. . . 24" <1

EX. ASPHALT

.·. '--------+--- 1/2" EXPANSION

JOINT

. � ; "" a

EX. 50"± SQ. CONC. COLLAR

·• .. .. ...

· .d .d 24 ... · a-

----EX. HATCH HINGE SIDE

EX. CONG. TOP SLAB

NOT TO SCALE

EQUAL

NOT TO SCALE

EX. HATCH FRAME

LIMIT OF HATCH REINFORCEMENT

EQUAL I lt===::;:::::11


SECTION - PS "18 GEN. VAULT DAVIT SLEEVE

DETAIL - PS "18 GEN. VAULT DAVIT SLEEVE

EX. CONG. COLLAR

EX. GRAVEL


CONCRETE EX. HATCH PAD 48"x48"

------'�-----------+----+-,�L�O_CK_ST_R_UT�-----+-+--------�-�

-�-

liQlE;__ DO NOT CUT INTO VAULT SLAB (TYP.).


EX. 42" SQ.--� HATCH/OPENING

's

s � a. -e 0 :;; EX. � GRADE :,;

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�"x2JI," SST CONCRETE ANCHOR BOLTS (Tr!'. FOR CONC. SURF ACE) OR �· WELDED STEEL STUDS FOR STEEL SURF ACES

_rJl(2c;A. SST CLAMP (Tr!'.)

---1-jjt::::�

t1.QJI;_ INSTALL SPACER BETWEEN CLAMP AND STRUCTURE TO PROVIDE SPACE BETWEEN DUCT AND STRUCTURE AS NECESSARY TO AVOID CONFLICTS WITH ELECTRICAL CONOUITS

ROUND CORNERS (Tr!'.)

SEE SPEC. SECTION 15060 FOR MAX. SUPPORT SPACING

INTERIOR

CONCRETE WALL OR FLOOR

;"---1,��fills====�TH:UINDERLINE CORP. LINK SEAL OR APPROVED EQUAL PENETRATION CLOSURE WITH Tr!'E 316 SST HARDWARE

NOTE: THIS DETAIL SHALL BE USED FOR PIPE PENETRATIONS ON All CONCRETE STRUCTURES, INCLUDING ELECTRICAL CONDUIT, AIR DUCTS, WATER OR WASTEWATER PIPES, AND DRAIN PIPES, UNLESS OTHERWISE NOTED.

PIPE OR CONDUIT

WATERTIGHT NON-SHRINK GROUT SEAL AT EACH PENETRATION, PRIOR TO BACKFILL (EXTERIOR ONLY)

A PORTION OF SW 1/4 SEC 12, TWP 26 N, RGE 3 E, W.M., KING COUNTY, WASHINGTON �,-on-,-T-AN°'--c-,-,,-c-rn--,-cr-,-,,-1.��TM�,�-,�c�AP�A�CrrY�l=,,�E:Afl�Lf.�.T��N�K=1��.1=01=rr�·=r.N�.,=f.T�,�10�0=r.1�.��a=tN=·s=f.T�FOOT��.=,1�NT�-�-:(-�-�-�T-l-«-"-�"-��-�-�-��-.-�---,�-.-�-�rx-.,-�-�-J!-�-��

26665 46 GAL 40 GAL 725 LBS C2506 34" x az.s: !l«VITffllNm�-r.!J::,NO#GlotAtrci· .... ucOM"OllWll!;rl:OOl!fID. APPROVED BY: DATE:

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437TILLICUM WAY CAMANO ISLAND, WA 98282

(425) 941,6005 Sheet� Of 24 [email protected]

Job No.

801703

NOT TO SCALE

DETAIL - PIPE I DUCT CLAMP

NOTES 1. DETAILS TO LEFT SIDE OF THIS

SHEET ARE FOR GENERATOR AND SUB BASE TANK AS PROVIDED BY OWNER TO BE INSTALLED BY CONTRACTOR.

2. CONTRACTOR SHALL LOAD AND HAUL OWNER FURNISHED EQUIPMENT FROM CITY PROPERTY AT 4300 BLOCK, 88TH A VE SE, MERCER ISLAND TO THE PROJECT SITE.

SCH 40 GALV STL PVC

NEOPRENE BAND COUPLINGS W/ STAINLESS STEEL BANDS AND SCREWS

10" PVC 90' BEND CONCRETE HYDRANT BLOCK SUPPORT ( 4"x6"x12" MIN.)

2'x2'x8" THICK CONC. PAD W/ 4" SQUARE #10 GA WIRE

180' RETURN BEND

GALV. SCREEN W/ K' SQ OPENINGS WELDED TO PIPE

NOT TO SCALE

AS DIRECTED BY 01',NER

' SCH 40 LV. STEEL R INLET

ASPHALTED SATURATED EXPANSION JOINT MATERIAL

1 o" PVC (SOR 35) AIR DUCT

SEAL PER ffi MOUNT PER ffi

>-----MOUNT FAN AS HIGH AS POSSI8LE

EX. GRADE

8ILCO LADDERUP (MODEL 4-ALUMINUM) (OR APPROVED EQUAL) MOUNTED PER MANUFACTURER'S REQUIREMENTS (PS #17 AND #18 GENERATOR VAULT AND PS #18 WET WELL ONLY)

STRUCTURE WALL

MOUNTING:---� CONCRETE 3/8"� x 3" (MIN. EMBED. LENGTH) S.S. ANCHOR SOL TS

SAFETY POST

COMPOSITE STRUCTURES INTERNATIONAL PART # 44840 (OR APPROVED EQUAL) (USE WHERE LADDER CANNOT BE CLIPPED TO FLOOR)

FI8ERGLASS STRINGER

ROD W/ EPOXY GRIT OR OTHERWISE TEXTURED FOR NON-SLIP FOOTING

80TIOM WALL MOUNT FI8ERGLASS OR S.S. STANDOFF

1 "� SOLID FIBERGLASS

SECTION - FAN/DUCT ASSEMBLY

NOT TO SCALE

1'-4" (CLEAR)

NOT TO SCALE

HATCH RIM

DETAIL - WALL PENETRATION

AS CLOSE AS FEASI8LE

t:IQlE;_ PUMP STATION 24 DUCT ASSEMBLY PER SHEET 20, DETAIL 11.

1 O" GASKETED PVC 90' BEND

1 a" PVC (SOR 35) AIR DUCT

1 a" TO 8" REDUCER FLEXI8LE DUCT ASSEM8L Y

8" PVC (SOR 35) AIR DUCT

FAN TECH MODEL FG8XL FAN ANCHORED TO WALL WITH UNISTRUT BRACKET (NO EQUAL)

8" PVC (SOR 35) AIR DUCT W/ FLEXI8LE CONNECTION TO FAN

CUT OUT 1' MIN SECTION OF -e="�-'lt'--'J"'"i�--t'- PVC PIPE ON EACH SIDE TO .. ,,·,·,---�-EX. CONC. VAULT ALLOW AIR TO FLOW INTO VAULT

ATIACH 8" PVC PIPE SIDES TO---� FLOOR WITH STAINLESS STEEL SOL TED L-8RACKETS AND HARDWARE

,::- I'. Q'.

� 9 w t:

I 0 'iii' >- Q'.

u, u,

0 0 >- 0 u x z -c -c <(

f'= "" >- z. Ul

0 "' N � :i

I

FLOOR/GRATING LEVEL OR AS NOTED ON PLANS

DETAIL - FIBERGLASS LADDER OTY.

7 SCULLY All COIHIECTOl1

1/t,"RUSHf/.OUIITLflJ:JGPlATE

DESC11!PT1011

DATE:

OOUalfWAllSECOIIOARY COrlTAl.'11,'ftlT

GlOSSBt.ACJ:{96381

FlAllGE. 1/Z'. 8ASl.'l ORA�'l

HIGHLEVELAlAl1/.\SETAT3-l/2'

5 GALLOll 5Pll COIITA�l,\\l:JIT

RANGE. T, EXTRA FITTl'lG W/ PlUG

BlLOFMATERIAlS

FlAIIGE.3/f!',EXfRAATI\tlG\'I/PLUG

HALF COUPl�'IG, 3', E/.\ERGEHCY VEHT

HAlfCOUPUllG. 2'. FUEL LEVEL GAUGE

RANGE. T. LOW LEVELALAl1MAT6-l/2

FlAtlGE.'Z,FUELSUPPHW/112'D!f'TUSE FLANGE. 2'. Fl.JEl 11ETUl1/l W/ 1/2' 01? TUBE

HALF COUPUIIG. T, FUEl �·J BAS!rl Al.AR/.\

HALFCOUPU'IG. 2". STA/lOARD VENT CAP

RAIIGE. 2·. PIPE. 'Z". r.e.e, S-518.1.'.0RR. SROS. 9095S O.P.'I.

!!XX)

3195

3350

3502

3152

1010

3163

1003

8410

PART tlUt.',BER

3155.1,\&S

DW-101

PAt'HCOLOR

G 3\90

ITEM

..

" I I I

BY

\

'j I

0 00

DATE

I e

DESCRIPIIOtJ

>-------100--jl - 12

ri3P¢15/i6"X D7SLOT �pl C

- - 'j

.....-��100��--< TOP

REV.


>, (D

ci z

" 0 0

PATCH HOLE WITH NON- SHRINK GROUT AND SEAL WATER TIGHT.

REMOVE EXISTING PIPE, CONDUIT, AND HARDWARE

EXISTING SURFACE (INTERIOR OR EXTERIOR)

DRILL OUT EX PIPE.CONDUIT, AND HARDWARE WHERE POSSIBLE OR CUT OFF EXIST. PIPE FROM INSIDE OF PIPE. REMOVE EXIST. TO 11/2" BEHIND SURFACE

EX. GRADE

/ ...1 4

_,,-----t----t-- UPPER LEVEL DRY WELL LADDER. SEE FLAG NOTE 31, SHEET 16.

BACKFILL GRAVEL TO EX. GRADE (TYP.) 3" OF MEDIUM FINE BARK

EX. DRY WELL RISER

�----- 42" SQUARE ALUMINUM ACCESS HATCH (TO MATCH

3' EX. CONFIGURATION) 2% SLOPE!

(BOTH SIOES)

/

DRY WELL RISER W/ 18" RISER AND HATCH

n

-a

DAVIT PAD PER ffi

@

'-------'---'-- SAW CUT PER STRUCTURAL PLANS

TOP OF SLAB �EL. 17.50±

��T 2��t

SAW CUT

��- ��2�E EX. GRADE

18" WET WELL RISER W/ 30" LOCKING ALUMINUM MANHOLE RING AND COVER W/ WATERTIGHT SEAL SIMILAR TO OLYMPIC FOUNDRY MH70 BUT WITH WATERTIGHT SEAL AND RECESSED HANLHOLD.

NOTE: SEE STRUCTURAL DETAILS FOR 18" RISER EXTENSIONS

Cf) 0:: w w cnz

J:t9 um I I

I I

I- z w ::E o, 5 0 w Cl) "V .....I (',I < "" I- � w

0 !;:::°

� • en n,

ENSURE THAT DRAIN IS LOCATED ON THE BOTIOM OF THE MUFFLER

CITY PROVIDED HAR CO MANUFACTURING CO. 824VRS2-8SI MPT H MUFFLER

/CONTRACTOR

SHALL USE ANGLE BRACKETS AND BOLTS TO SECURE MUFFLER TO THE WALL

NOT TO SCALE

. :-�

� •• <II •••

NOT TO SCALE

DETAIL - PIPE/HARDWARE REMOVAL

DETAIL - MUFFLER INSTALLATION AND REVISION

SEAL WALL PENETRATIONS PER DETAIL 7, SHEET 19 (TYP.)

SECURE TO THE WALL WITH ANCHOR BOLTS

,+-,-+---- 2% SLOPE (BOTH SIDES)

OLD CASTLE 233-LA VAULT WITH NO. 23R-12 RISER OR APPROVED EQUAL

�---- 6" MIN. FOUNDATION GRAVEL

------ CHEVRON GRATE HINGES ON THIS SIDE

,------ AIR INLET

----- UTILITY VAULT COVER NO 44-332 GU (OR EQUAL) LOCKING CHEVRON VENTILATION GRATE, TRAFFIC RATED. VERIFY WITH CITY BEFORE PURCHASE

DETAIL - GENERA TOR VENT VAULT

EX. GENERATOR VAULT

NOT TO SCALE

FINISHED FLOOR OF GENERA TOR VAULT

3" RAIN CAP---+"='=�;..!.,_�ic:f

STAINLESS STEEL-;;:;;---t-��=W ANCHOR AND ANCHOR BOLTS

2" SS GENERATOR EXHAUST


ROUTE VAULT FLOOR DRAIN TO GENERATOR VAULT SUMP PUMP

NOT TO SCALE

PS "18 DRY AND WET WELL RISER EXTENSION DETAIL

------- CHEVRON GRATE HINGES ON THIS SIDE

----- AIR INLET

----- UTILITY VAULT COVER NO 44-332 GU (OR EQUAL) LOCKING CHEVRON VENTILATION GRATE, TRAITTC RATED. VERIFY WITH CITY BEFORE PURCHASE

,l--'1----GROUT BOTIOM OF VAULT TO PROVIDE 2% SLOPE (BOTH SIDES)

OLD CASTLE 233-LA VAULT WITH NO. 23R-12 RISER OR APPROVED EQUAL

�---- 6" MIN. FOUNDATION GRAVEL

�------ ROUTE GENERATOR EXHAUST DRAIN TO OUTLET IN GENERATOR VAULT

NOT TO SCALE

DETAIL - GENERA TOR EXHAUST VAULT

EX. GENERATOR VAULT

FINISHED FLOOR OF GENERATOR VAULT


ROUTE VAULT--� FLOOR DRAIN TO GENERATOR VAULT SUMP

10" Pvc---�-1 AIR DUCT

� Knowwhel'ebelOW.

Callbeloreyoudlg.



(425) 941-6005 [email protected] Sheet_gQ_ Of __g.1_

Job No.

801703

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