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Home My WebLink AboutIsland Vista Lift Station ReplacementN WW O Z O w p a v m T- 01 V) 1 0 v a O 0 a a a a 0 z 0 N 5 W O Z SHEET: OF: O v/ Z_ 3 Q E- U. LV Z Q t- J w d o J IL IL t Z 0 i W) V SHEET: OF: JOB NO.: 02524 DWG: G -3 -SITE I llq iiii lfllll q Ila in IBM_ Illllll y PORT TOWNSED ..... WHATCOM PENCE JAU OKANOCAN FERRY OREILL I s SKAG €- STEVEN I CLALLAM SNOHOMISH IJEFFERSON CHELAN qTTLE SP ANE DOUGLAS LINCOLN i GRAYS MA KING SPOKANE HARBOR KITTITAS GRANT OLYM IA P €ERCE ADAMS WHITMAN TH RSTON PACIFIC LENS FRANKLIN ARFIELO WAHKIAKUM YAK €MA C WLIiZ CC3LUM8 €A SKAMANIA BENTON WALLA WALLA ASOTIN I CLARK KLICKITAT - - - VANCOUVER VICINITY MAP NOT TO SCALE LOCATION A SCALE: 1 " =2500' C' SHEET NO. _ DESCRIPTION__ COVER G -1 LOCATION MAPS, VICINITY MAP, AND SHEET INDEX G -2 ABBREVIATIONS, GENERAL SYMBOLS, AND GENERAL NOTES G -3 SITE PLAN G -4 SITE DETAILS MECHANICAL SHEET NO. DESCRIPTION M -1 PIPING SYMBOLS AND PROCESS PIPING IDENTIFICATION M -2 LIFT STATION M -3 MECHANICAL DETAILS ELECTRICAL SHEET N0. DESCRIPTION 1 E -1 ABBREVIATIONS, AND PLANS E -2 ELECTRICAL ONE LINE DIAGRAM, CONDUIT SCHEDULE AND INSTALLATION DETAILS E -3 ELECTRICAL LIFT STATION PLAN AND DETAILS I..J W uj a STREET 7T€-I QT LANE W W ~ RIVE S R ?0 SIMS WAY) CA O U U W z W 9 3RD STREET 2 ND STREET 1 ST STREET p; Z r n o o W ORCD WASTEWATER TREATMENT FACIITY srRADE FUCAUAN SHADE OF JUAN ACA V) 0 U71 1- W 0 U GARDENS 0 z w LAGOON o w w a IF FORT WORDEN 0 U.z STATE PARK z Q 47TH STREET fY Lq Z SZ S W '`1 AOMNLE7 x V o° Q z Q a. O n 0 i PORT o O HASTINGS AVENUE R STREET TOWNSEND Rp1'0 O ti PORj BPY e PROJECT SITE LOCATION A SCALE: 1 " =2500' C' SHEET NO. _ DESCRIPTION__ COVER G -1 LOCATION MAPS, VICINITY MAP, AND SHEET INDEX G -2 ABBREVIATIONS, GENERAL SYMBOLS, AND GENERAL NOTES G -3 SITE PLAN G -4 SITE DETAILS MECHANICAL SHEET NO. DESCRIPTION M -1 PIPING SYMBOLS AND PROCESS PIPING IDENTIFICATION M -2 LIFT STATION M -3 MECHANICAL DETAILS ELECTRICAL SHEET N0. DESCRIPTION 1 E -1 ABBREVIATIONS, AND PLANS E -2 ELECTRICAL ONE LINE DIAGRAM, CONDUIT SCHEDULE AND INSTALLATION DETAILS E -3 ELECTRICAL LIFT STATION PLAN AND DETAILS I..J W uj a STREET 7T€-I QT LANE W W ~ RIVE S R ?0 SIMS WAY) CA O U U W z W 9 3RD STREET 2 ND STREET 1 ST STREET p; Z r n PROJECT SITE LOCATION P E SCALE: 1"=300' INN 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o o W ORCD a 0 0) 0 V) 0 U71 1- W 0 U PROJECT SITE LOCATION P E SCALE: 1"=300' INN 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY a W ORCD a 0 0) 0 u 0 1- W 0 z 0 z w 5 o w w a W a. _ 10 0 U.z z z 00 oa Lq Z SZ S o 0x V Q a. O n 0 Q a W ORCD a 0) 3 0 1- W 0 z 0 1'- In w 5 H w w a W a. _ 10 0 U.z z w W ORCD O 0) 3 1- W 0 1'- u. w V z H J w a W a. _ 10 U.z z 00 oa o oV SHEET: -1 OF: 4. JOB NO.: 02524 DWG: G -INDEX AB ANCHOR BOLT AC ASPHALT CONCRETE ACP ACOUSTIC PANEL ACON ASBESTOS CEMENT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTR ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESS PANEL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY AVE AVENUE AWS AMERICAN WELDING SOCIETY BFP BELT FILTER PRESS BI BLACK IRON BLD FLG BLIND FLANGE BLDG BUILDING BLK BLOCK BOC BOTTOM OF CONCRETE BOW BOTTOM OF WALL BTWN BETWEEN BVC BEGIN VERTICAL CURVE C CONDUIT CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CCP CONCRETE CYLINDER PIPE CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CI CAST IRON CL CLASS CLAR CLARIFIER rt CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT CONC CONCRETE CONN CONNECTION CONT CONTRACTOR CONV CONVEYOR CPLG COUPLING CONTIN CONTINUED COP COPPER CP CORNER POST CSTB CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CX CONNECT TO EXISTING D DRAIN DI DUCTILE IRON DIA DIRECTION DIR DIAMETER DISCH DISCHARGE DN DOWN DO DISSOLVED OXYGEN DP DIFFERENTIAL PRESSURE E EAST EA EACH ECC ECCENTRIC EFF EFFLUENT EG EXHAUST GRILLE EL ELEVATION EL ELBOW ELEC ELECTRICAL EMERG EMERGENCY EXIST EXISTING EXP EXPANSION EW EACH WAY EVC END VERTICAL CURVE FAB FABRICATED FCA FLANGED COUPLING ADAPTER FCO FLOOR CLEANOUT FD FLOOR DRAIN FF FACTORY FINISH, FINISHED FLOOR FIG FIGURE FIN FINISHED FL FLANGE FL FLOW LINE FLEX FLEXIBLE FLR FLOOR FM FORCE MAIN FT FEET FT 2 SQUARE FEET GA GAUGE GALV GALVANIZED GEN GENERAL GI GALVANIZED IRON GOVT GOVERNMENT GPD GALLONS PER DAY GPM GALLONS PER MINUTE GRD GRADE GRV GROOVED PIPE OR COUPLING GSM GALVANIZED SHEET METAL GV GATE VALVE GWB GYPSUM WALL BOARD H HEIGHT HEX HEXAGONAL HORIZ HORIZONTAL HP HORSEPOWER HR HOUR HDPE HIGH DENSITY POLYETHYLENE ID INSIDE DIAMETER IE INVERT ELEVATION INF INFLUENT INV INVERT J BOX JUNCTION BOX L LENGTH LB POUND LB /HR POUNDS PER HOUR LF LINEAR FEET MAG MAGNETIC MAX MAXIMUM MDO MEDIUM DENSITY -OVERLAY MECH MECHANICAL MFGR, MFR MANUFACTURER MGD MILLION GALLONS PER DAY MG/L MILLIGRAM PER LITER MH MAINTENANCE HOLE MIN MINIMUM MJ MECHANICAL JOINT MO MID ORDINATE N NORTH No. NUMBER NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PE PLAIN END PERF PERFORATED PL PLATE PLYWD PLYWOOD POT POTABLE PRV PRESSURE REDUCING VALVE PS PIPE SUPPORT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PTS PAINTED SURFACE PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT QT QUARTER QUAD QUADRANT RAG RETURN AIR GRILLE RAS RETURN ACTIVATED SLUDGE RD ROOF DRAIN RED REDUCER REINF REINFORCE REQD REQUIRED RESTL REINFORCING STEEL RJ RESTRAINED JOINT 1/4- FT. libil. 9 Q O 0 ra 0 L W C R CL SLOPE 1/4- PER FOOT FLOW DIRECTION (AIR, WATER) OPENING GROUND ASPHALT SECTION CONCRETE SECTION WATER SURFACE ELEVATION REFERENCE POINT LEGEND /NOTE CALL OUTS PIPE SUPPORT ELECTRICAL MAST SQUARE SECTION PIPE SECTION SPACING CENTER ON CENTER SIZE OF DEFORMED BAR DIAMETER RECTANGULAR SECTION ANGLE WIDE- FLANGE SHAPE CHANNEL PLATE CENTER LINE EXAMPLE OF SECTION NUMBERING SYSTEM AND PLAN/DRAWING TITLES FOR DETAILS, SUBSTITUTE DETAIL NUMBER FOR SECTION LETTER RM ROOM RO ROUGH OPENING ELEVATION VIEW A RS RAW SEWAGE ON SHT. M99 -1 R/W RIGHT -OF -WAY 99 -9 RX REMOVE EXISTING S SOUTH, SS SANITARY SEWER SCH SCHEDULE SF SQUARE FEET SHT SHEET SL SLOPE SL SLUDGE SECTION LETTER SECTION CUT A OR DETAIL NUMBER ON SHT. M99 -9 gg_ ON SHT. M99 -9 THIS SECTION IS IDENTIFIED AS: SHT. ON WHICH SECTION OR DETAIL APPEARS SECTIONCTI® A SECTION LETTER OR DETAIL NUMBER SCALE: ? " =1' -0" M99-1 SHT. FROM WHICH SECTION OR DETAIL WAS TAKEN SOC SOCKET SECTION LETTER SECTION LETTER SP STATIC PRESSURE A OR DETAIL NUMBER A OR DETAIL NUMBER SPECS SPECIFICATIONS - NP SQ SQUARE SECTION APPEARS ON SECTION IS TYPICALSSSTAINLESSSTEELSAMEDWGASCUTTOMANYPLACESSTASTATION STD STANDARD STL STEEL STRG STRONG DRAWING TITLE IDENTIFICATION SUC SUSPENDED CEILING TAPD TAPERED TB TOP AND BOTTOM TC TOP OF CURB TDH TOTAL DYNAMIC HEAD TEL TELEPHONE THK THICK THRD THREADED THRU THROUGH TK TANK TOC TOP OF CONCRETE TOG TOP OF GROUT TOW TOP OF WALL TS TOTAL SOLIDS TYP TYPICAL VC VERTICAL CURVE VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VIS VINYL SHEET VS VOLATILE SOLIDS VTR VENT THROUGH ROOF W WIDTH, WEST NPW NON- POTABLE WATER WAS WASTE ACTIVATED SLUDGE WCO WALL CLEANOUT WD WIDE W/0 WITHOUT WS WATER SURFACE WWM WELDED WIRE MESH WWF WELDED WIRE FABRIC DRAWING TITLE SCALE: ? " =1' -0" t • J EXISTING C, T,P DETAILS ARE REFERENCED IN A SIMILAR MANNER EXCEPT NUMBERS ARE USED INSTEAD OF LETTERS 1. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW CONSTRUCTION, STRUCTURES, FACILITIES, AND FEATURES ARE SHOWN IN HEAVY LINE WEIGHTS. 2. MANY OF THE SYMBOLS SHOWN ON THIS 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. 3. THE CONTRACTOR SHALL VERIFY ALL PLANIMETRIC FEATURES AND DIMENSIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS REFER TO THE HORIZONTAL AND VERTICAL PROJECTED PLANES, UNLESS OTHERWISE INDICATED. WY 20 o YH 0 C. 0. 20:00 ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING GRASS FENCE CONCRETE FENCE GATE VALVE BUTTERFLY VALVE CHECK VALVE PLUG VALVE THRUST BLOCK UTILITY POLE WITH GUY WIRE UTILITY POLE LUMINARY JUNCTION BOX (AS NOTED) MANHOLE FIRE HYDRANT TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN UNDERGROUND CABLE, TELEPHONE & POWER PROPERTY LINE RIGHT -OF -WAY LINE SECTION CORNER 1/4 CORNER WATER METER TELPHONE (T), POWER (P) OR CABLE (C) RISER MONUMENT TREES SHRUBS BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX SPOT ELEVATION D DRAIN NPW NON- POTABLE WATER PLE PLANT EFFLUENT SD STORM DRAIN SPD SUMP PUMP DISCHARGE SS SANITARY SEWER V VENT W POTABLE WATER NEW 77i"w4l. 7. N w N IN 1 L= 20- YH C.O. 20.00 A MISCELLANEOUS SY OLS DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING GRASS FENCE CONCRETE FENCE GATE VALVE BUTTERFLY VALVE CHECK VALVE PLUG VALVE THRUST BLOCK UTILITY POLE WITH GUY WIRE UTILITY POLE LUMINARY (SEE ALSO ELECTRICAL) JUNCTION BOX (AS NOTED) MANHOLE FIRE HYDRANT TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN WATER METER MONUMENT TREES (SEE ALSO LANDSCAPE PLAN) SHRUBS BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX SPOT ELEVATION SURFACE RESTORATION TYPE SEE SHEET G -4 0 1" 2" 1 i TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 WoW w c; 2 0 z WW J 2 Z 3 Y U 0 w 0 v in 0 i U a Q SHEET: G ®2 OF: 4 JOB NO.: 02524 DWG: G- ABBREV 0 a L o D_ m z 1p- a 3 0 z 0 us W WZ w W d z z SHEET: G ®2 OF: 4 JOB NO.: 02524 DWG: G- ABBREV J L o O m z a 3 1- W 40 FW LL. WZ J W W 9 W z 0 W 0 W vj LL O5 0m HzZas W U 1 ca Q SHEET: G ®2 OF: 4 JOB NO.: 02524 DWG: G- ABBREV GRAVEL SURFACING. RESTORE ; TO LIMITS DISTURBED BY CONSTRUCTION. SEE 10 G -4 TOP EL. 139.00 SEE SHEET M -2 PUMP CONTROL PANEL AND ACCESSORIES ON 36 "x44" CONCRETE PAD SEE SHEET E -2. SEE NOTE 7 e FA 4- Ji rO PUMP CONTROL. PANEL --` CIRCUIT BREAKER, AND EMERGENCY POWER HOOKUP. SEE NOTE 3. CONCRETE DRIVEWAY, TYP. 0 i.. -,4" Dl., RESTRAINED., MJ,,-FITTINGS 45` •B,END, 'WYE) ; AC: ,PAVEMENt.' RESTORE TO :LIMITS.-DISTURBED' BY CONSTRUCTION. SEA 7 8 9 `1 V I'VE VAI 11 T x TOP .EL. •VAR.IE,S SEE.` SHEET M-T2 C,T,P SE N 7 , r 4xzR ' EXISTING' I W ' PUMPS ' RED 1 8.07 (BASIS, OF 'VER1. CON,TRC ; A , 8y"• VIN IN {NE) ; =& 8 I•E.':OUT I V)° i'J ;t., 63. •r; / A ' 4n .IE .OUT (NE)- .134.6.7 SEE,-NOTE :1,, r 8D! .D• uIH ! ,,, R =138. ' v IN (NE)= 131.73;"``.:..m, 8" IE 0 W)= 131.63 ' ! 4. '+ ', ' 1. REMOVE AND SALVAGE EXISTING PUMPS. REMOVE EXISTING 4" PIPING. PROVIDE 12" LONG2 !< NON- SHRINK GROUT PLUG IN 4" FM AT MH WALL. 1,37O C ! , t 9 'hr ! I 0 ! , Ji 2. RECHANNEL MH. SEE r 1 PROVIDE NEW 8" PIPE CONNECTION AT EXISTINGY + MH WALL. SEE 32 4 G 3. REMOVE AND SALVAGE EXISTING ELECTRICAL PANEL AND ACCESORIES. 4. FIELD VERIFY EXISTING PIPE MATERIAL AND PIPE I.E. (137.00±). CONNECT TO EXISTING PIPE WITH TRANSITION COUPLING. PROVIDE 12" LONG NON- SHRINK GROUT TO PLUG EXISTING 4" FM. 5. CLEARING GRUBBING AND STRIP PING DEBRIS SHALL BE AS REQUIRED AND AS SPECIFIED FOR THE VARIOUS CONSTRUCTION ACTIVITIES. 1 SECTION SCALE: 1 " =5' m FOR EROSION AND SEDIMENTATION CONTROL SEE G_4 AND 7. EXISTING UNDERGROUND CABLE, TELEPHONE AND POWER WILL BE RELOCATED BY UTILITY COMPANIES. CONTRACTOR SHALL REQUEST THAT THIS WORK BE DONE AND SHALL COORDINATE ALL REQUIRED WORK /CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PAY FOR ALL COSTS ASSOCIATED WITH RELOCATION WORK, INCLUDING PAYMENTS ASSESSED BY UTILITY COMPANIES FOR RELOCATION WORK, AND SHALL INCLUDE COSTS IN BID PRICES. 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 0 Q Z 2 O o-- cn I O V I Q Q 3 Z 0 U) w I-° Z W w J 0 o Z W I- Q®o a LuU LL o Z J W PC V a mn+ •.aa•+' VP • nom ..•'•'^'^"'"•" 0 t 1 • • ANa , v 4 F r SEE - -NOTE '4 ' 4, FOR .PIPE; TRENCH ; SEE' 3 G -4 py" GRAVEL SURFACING. RESTORE ; TO LIMITS DISTURBED BY CONSTRUCTION. SEE 10 G -4 TOP EL. 139.00 SEE SHEET M -2 PUMP CONTROL PANEL AND ACCESSORIES ON 36 "x44" CONCRETE PAD SEE SHEET E -2. SEE NOTE 7 e FA 4- Ji rO PUMP CONTROL. PANEL --` CIRCUIT BREAKER, AND EMERGENCY POWER HOOKUP. SEE NOTE 3. CONCRETE DRIVEWAY, TYP. 0 i.. -,4" Dl., RESTRAINED., MJ,,-FITTINGS 45` •B,END, 'WYE) ; AC: ,PAVEMENt.' RESTORE TO :LIMITS.-DISTURBED' BY CONSTRUCTION. SEA 7 8 9 `1 V I'VE VAI 11 T x TOP .EL. •VAR.IE,S SEE.` SHEET M-T2 C,T,P SE N 7 , r 4xzR ' EXISTING' I W ' PUMPS ' RED 1 8.07 (BASIS, OF 'VER1. CON,TRC ; A , 8y"• VININ {NE) ; =& 8 I•E.':OUT I V)° i'J ;t., 63. •r; / A ' 4n .IE .OUT (NE)- .134.6.7 SEE,-NOTE :1,, r 8D! .D• uIH ! ,,, R =138. ' v IN (NE)= 131.73;"``.:..m, 8" IE 0 W)= 131.63 ' ! 4. '+ ', ' 1. REMOVE AND SALVAGE EXISTING PUMPS. REMOVE EXISTING 4" PIPING. PROVIDE 12" LONG2 !< NON- SHRINK GROUT PLUG IN 4" FM AT MH WALL. 1,37O C ! , t 9 'hr ! I 0 ! , Ji 2. RECHANNEL MH. SEE r 1 PROVIDE NEW 8" PIPE CONNECTION AT EXISTINGY + MH WALL. SEE 32 4 G 3. REMOVE AND SALVAGE EXISTING ELECTRICAL PANEL AND ACCESORIES. 4. FIELD VERIFY EXISTING PIPE MATERIAL AND PIPE I.E. (137.00±). CONNECT TO EXISTING PIPE WITH TRANSITION COUPLING. PROVIDE 12" LONG NON- SHRINK GROUT TO PLUG EXISTING 4" FM. 5. CLEARING GRUBBING AND STRIP PING DEBRIS SHALL BE AS REQUIRED AND AS SPECIFIED FOR THE VARIOUS CONSTRUCTION ACTIVITIES. 1 SECTION SCALE: 1 " =5' m FOR EROSION AND SEDIMENTATION CONTROL SEE G_4 AND 7. EXISTING UNDERGROUND CABLE, TELEPHONE AND POWER WILL BE RELOCATED BY UTILITY COMPANIES. CONTRACTOR SHALL REQUEST THAT THIS WORK BE DONE AND SHALL COORDINATE ALL REQUIRED WORK /CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PAY FOR ALL COSTS ASSOCIATED WITH RELOCATION WORK, INCLUDING PAYMENTS ASSESSED BY UTILITY COMPANIES FOR RELOCATION WORK, AND SHALL INCLUDE COSTS IN BID PRICES. 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 0 Q Z 2 O o-- cn I O V I Q SHEET: Q -3 OF: 4 JOB NO.: 02524 DWG: G -3 -SITE 0 CL CL a W° O co) z cl Q 3 Z 0 U) w I-° Z W w J 0 o Z SHEET: Q -3 OF: 4 JOB NO.: 02524 DWG: G -3 -SITE W° O co) z Q 3 H I-° Z W Z JJVIL o NQ W I- Q®o a LuU LL o Z J W V SHEET: Q -3 OF: 4 JOB NO.: 02524 DWG: G -3 -SITE N z g o w a FINISHED GRADE NOTES`' U Q EXISTING GRADE 3'-0' MIN. 1. DROP THROUGH MH SHALL BE 0.1 FEET UNLESS 2 J W 4c t z 0 OTHERWISE NOTED. z IL 0 d. w 2. PIPE CONNECTION TO EXISTING STRUCTURE SHALL BE Z w SURFACE RESTORATION AS SHOWNMADEBYKOR —N —SEAL BOOT. SEE DETAIL 2 OF THIS s V ON SITE PLANSHEET. BACKFILL MATERIAL 3. BACKFILL AROUND MAINTENANCE ADJACENT PIPE TRENCH. HOLE SAME AS FOR EXISTING SANITARY CONSISTING OF SELECT SEWER MAIN (8 ") KOR —N —SEAL BOOT EXCAVATED MATERIAL OR AT\' MH COUPLING TYP. GRAVEL BASE EXISTING MAINTENANCE SPECIAL PRECAUTIONS TO PRO Cv TOP OF CONCRETE SHELF HOLE WET WELL PIPE TO THIS LEVEL EQUAL TO TOP OF PIPE SEE NOTE 2 FOR •, ' ° , FORM CHANNEL FROM 8 PVC PIPE PIPE SLOPE TOP OF SHELF PIPE CONNECTION '`'' ; ') L' CONCRETE TO CREATE A. AT 1 PER FOOT, TYP. 4' r• . ;• • : , ' ANGLE AS REQUIRED 12" a ' '' •'' a As ''• , GASKET GRAVEL BACKFILL FOR PIPE BEDDING. w z 4 EXISTING MAINTENANCE NOTE 2• 7noc. HOLE w STRUCTURALPIPE, SIZE AS SHOWN •• ° .. 1.4, . ' FILL WHERE AUTHORIZED 4 CONCRETE CHANNELING LINE DL, OR PRECAST OPENING. BY THE ENGINEER OR GROUT IN MH COUPLING W/ KOR —N —SEAL OR SHOWN ON PIPELINE m• . , • , ; •• l'—O" STUB MAX OUT, TYP. SLOPE SHOULDERS 1/2' PER FOOT BOOT, NON— SHRINK GROUT. PROVIDE BEDDING MATERIAL SAME AS TYPICAL TRENCH SECTION. PROFILE) I s MH SECTION BASE PLAN SECTION NOTES: 1. ACTUAL TRENCH SIDE SLOPES 30" MIN. BY THE CONTRACTOR. EXISTING MAINTENANCE HOLE r1 2. SEE ALSO SPEC. SECT. 02300. CONNECTION TO EXISTING 2NOTTOSCALEG -3 MAINTENANCE HOLE G -3 NOT TO SCALE TYPICAL TRENCH SECTION 3 G -3 FL x SOLV. WELD SCH. 80 PVC FITTING 72" I.D. HDPE WET WELL STAPLES OR WIRE RINGS FOR SECURING 2" x 2" x 2" x 14 GA. CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 FABRIC TO 2" x 4" WELDED WIRE FABRIC TYPICAL) OR EQUAL MATCH EXISTING PAVEMENT4" D.I. FL x MJ ADAPTOR TWO STAKES PER BALE j \ SEAL JOINT WITH HOT PAVINGTOMAINTAINPOSITION AS REQUIRED STRAW BALES FILTER FABRIC Ad w ASPHALT (AR 4000W) AND MATERIAL EXISTING PAVEMENT z APPLY SAND BLANKET. AS REQUIRED ! cc NEW ASPHALT CONCRETE CL "B" SEE g po wo Mn o 4" HDPE SDR 11 STUB OUT FL x FL, FUSED TO WET WELL V/ \ vvv iv \j \\ , \(` \l\ \\ w ( I N 2" CSTC 4" CSBC '? '', 2" x 4" DOUGLAS FIR BOTTOM OF FILTER AT 4' O.C. NO. 1 GRADE FABRIC MATERIAL IN COMPACTED BACKFILL HDPE WET WELL FORCE ELEVATION OR EQUAL 8" x 8" DITCH CONSISTING OF SELECT EXCAVATED MATERIAL OR MAIN CONNECTION 4 ELEVATION GRAVEL BASE NOT TO SCALE G -3 STRAW BALE DAM DETAIL 5 SILT FENCE DETAIL BUTT JOINT DETAIL 7 NOT TO SCALE G_3 NOT TO SCALE G63 NOT TO SCALE G -3 MIN. 2" COMPACTED THICKNESS, ASPHALT CONCRETE CLASS 'B' SEE g 2" ASPHALT CONCRETE EXISTING PAVEMENT "CLASS B" 2" CSTCPAVEMENTSAWCUT, CLEAN & 2" CSTC TACK EDGES WITH SEALER CSS1 AND SEAL 4" CSBC 4 CSBCAJOINTSWITHHOTASPHALTo °d'o $a °gyp °n AR4000W. SEE —1 7 12 oo' ts$ ° ud'°o 9o°o °n°oa 12" onoDO°nc COMPACTED BACKFILL CONSISTING OF SELECT COMPACTED BACKFILL CONSISTING OFEXCAVATEDMATERIALOR SELECT EXCAVATED MATERIAL ORGRAVELBASEGRAVELBASE TRENCH SECTION SEE 3 PAVEMENT REPAIR DETAIL 8 PAVEMENT DETAIL s GRAVEL SURFACING 10 NOT TO SCALE G -3 NOT TO SCALE G -3 NOT TO SCALE G -3 0 1" _ 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY N z g o w a 0 fU 0 U Q SHEET: G -4 OF: 3 JOB NO.: 02524 DWG: G— SITE —DET1 0 a p a v z 4 v=i 0 2 J W 4c t z 0 z IL 0 d. w O° Z w 6 z SHEET: G -4 OF: 3 JOB NO.: 02524 DWG: G— SITE —DET1 LLI p v z v=i W 2 J W 4c t Q W z IL 0 d. w O° Z w J w w s V SHEET: G -4 OF: 3 JOB NO.: 02524 DWG: G— SITE —DET1 PIPING SYMBOLVE, EXISTING PIPE NEW PIPE EXISTING PIPE TO BE REMOVED WELDED FLANGED MECHANICAL JOINT FLANGED COUPLING ADAPTER FLEXIBLE COUPLING ADAPTOR FLANGE RESTRAINED FLEXIBLE COUPLING RUBBER EXPANSION JOINT RESTRAINED RUBBER EXPANSION JOINT BLIND FLANGE CHECK VALVE GATE VALVE BUTTERFLY VALVE DIAPHRAGM VALVE CONCENTRIC REDUCER ELBOW, 45' ELBOW, 90' ELBOW UP ELBOW DOWN TEE TEE UP TEE DOWN CROSS WYE SCREWED JOINT GROOVED COUPLING s Us UNION BELL UP FLEXIBLE HOSE OR TUBING VALVE WITH MOTOR ACTUATOR DENOTES ITEMS TO BE REMOVED AND DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS PIPE SUPPORT, (E.G., PS -R). TYPE AS SHOWN. FOR PIPE SUPPORT DETAILS, SEE SHEET M -3. MISCELLANEOUS SYMBOLS DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. PROCESS TYPE SEE LIST BELOW PIPE MATERIAL PIPE SIZE WHEN SHOWN 4" PLE D FL SEE LIST BELOW JOINT TYPE WHEN SHOWN SEE LIST BELOW PROCESS AR AIR RELEASE D DRAIN NPW NON - POTABLE WATER PLE PLANT EFFLUENT SD STORM DRAIN SPD SUMP PUMP DISCHARGE SS SANITARY SEWER V VENT W POTABLE WATER PIPE MATERIAL CONC CONCRETE DI DUCTILE IRON HDPE HIGH DENSITY POLYETHYLENE PVC POLYVINYL CHLORIDE PIPE JOINT FL TYPE FLANGED GRV GROOVED MJ MECHANICAL JOINT Pi PUSH -ON JOINT RJ RESTRAINED JOINT VALVES AV AIR RELEASE VALVE BV BUTTERFLY VALVE CV CHECK VALVE GV GATE VALVE PV PLUG VALVE SV SOLENOID VALVE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 NN Wao z Z5 Z o W zz o Z J az Z a O o3 o z a V) w U o a Q Zz W° p W H ®Z 0 O 3 ~ CL w z0 J LLJ t u. V co) Z O ~-3 O® aI. o > W t7 Lo p L Z OV) Z E o o. Z aV SHEET: M -1 OF: 3 JOB NO.: 02524 DWG: M- PIPE -ID 0 a a 0 z O 5 w d z Zz W° p W H ®Z 0 O 3 ~ CL w z0 J LLJ t u. V co) Z O ~-3 O® aI. o > W t7 Lo p L Z OV) Z E o o. Z aV SHEET: M -1 OF: 3 JOB NO.: 02524 DWG: M- PIPE -ID T_ * 316 SS EYE BOLT IN 316 SS ADHESIVE ANCHOR FOR SAFETY CHAIN & CLIP, TYP. ACCESS HATCH IN TOP \ SLAB. SEE NOTE 4 & 5 I I72" I.D. HDPE ICLASS63WETWELL r2Al Yoo q I I I 1 SUBMERSIBLE I 0- PUMP, TYP. I I B.O.C. - - - -- - EL. 128.25 UPPER GUIDE BAR BRACKET, TYP. 4 G -4 ACCESS HATCH 1 II 1 VI I VI/1{ • EL. 1318.25± BACKFILL TO WITHIN 2' -0" I OF WET WELL WALL WITH IMPORTED GRAVEL BASE, I COMPACTED TO 95% MODIFIED PROCTOR MIN. 1" CLR. FROM WET WELL TO CONC. 72" I.D. HDPE CLASS 63 WET WELL 2 - 2" SCH. 40 SS GUIDE RAIL PIPE 8" HDPE (SDR 11) FUSED FITTINGS 8" FLEX. CPLG PVC TO HDPE) 8" SS PVC I.E. 131.50 6" SEE PLAN FOR LOCATION PUMP ON EL. 131.00 5 0 12" O.C. EW. - TOP & BOT., 2" CLR 3 - #5 TOP & BOT., TYP. EA. SIDE a w CONC. EQ. SPACED 2" CLR • :• I / //IIIII /. /IIIII/III DIA. 316 SS ADHESIVE 3'-0" DIA. CIRCLE ANCHORS D • 91 4' -0" *,V-2" MIN. ACCESS HATCH IN TOP SLAB. VAULT SUMP W/ ALL SEE NOTE 2. GRATING ( PRECAST VAULT. SEE SPECS. 1' -0" _r f r- - - - - - - - - - - --i I I 4" FM DI RJ I 4" FM DI FL TYP. I 4" FM DIRJ Ll NNNA 2" D Ito I I 4 "FMDIRJ I4 "FMDIRJ ( I I D.I. ADAPTOR, FLxRJ, TYP. - - - -- - - - - --' RJ SLEEVE, TYP. NOTE 3 PRESSURE GAUGE RSGV, TYP. PIPE PENETRATION, TYP. 4 AT PIPE SPRING -3 LINE, TYP. 3 NOTE 1, TYP. M -3 FCA, TYP. D CHECK VALVE, TYP. I.E. 131.50 LIFT STATION - PLAN SCALE: 3/4 " =1' -0" 2 - #5 HOOPS TOP & BOT. - ACCESS HATCHW/ 24 - #3 STIRRUPS, EQ. SPACED FINISH GRADE 138.33± 138.83± 138.58± z c0 L r- COAT ENTIRE EXTERIOR d' SURFACE OF STRUCTURE W/ BITUMINOUS DAMP PROOFING 4 Cj z G -4 4 "FMDIRJ nm i.c. i oo.yys S =2% SEE NOTE 6 1 SEE NOTE 6 PS -Q M -3 HALF PIPE CAP ELECTRICAL CABLE, SEE ELECTRICAL SHEETS SAFETY CHAIN y. * LOWER GUIDE BAR BRACKET SCH. 80 PVC FITTING FLxSOLV. WELD NON SHRINK GROUT r• ' FILLET ALL AROUND DISCHARGE ELBOW s tG cn MIN. 6" COMPACTED FOUNDATION GRAVEL NON- SHRINK GROUT EQUIP. PAD *" THICK SECTION A SCALE: 3/4 " =1' -0" — MIN. 6" COMPACTED FOUNDATION GRAVEL PS —R 2 PRESSURE GAUGE 3 M -3 M -3 N Zim N NOTES: 1. 2 -5/8" DIA. THRUST RODS AT SPRING LINE THROUGH THE FCA TO THE NEXT FLANGE AS SHOWN. THRUST RODS SHALL CONFORM TO ASTM A 193 GRADE B7. THRUST NUTS SHALL CONFORM TO ASTM A 194 GRADE 24. 2. 4'- 0 "x4' -O" DOUBLE LEAF ACCESS HATCH TYPE 3 W/ H -20 DESIGN LOAD. PAINT ALUMINUM IN CONTACT W/ CONCRETE AS SPECIFIED. LOCATE HINGES ON NE & SW SIDES. ROUTE FRAME DRAINS TO VAULT SUMP. 3. 2" RED VALVE. 4. 2' -6 "W x 4' -0 "L SINGLE LEAF ACCESS HATCH TYPE 2 W/ 300 PSF DESIGN LOAD. PAINT ALUMINUM IN CONTACT W/ CONCRETE AS SPECIFIED. LOCATE HINGES ON WEST SIDE. 5. VERIFY DIMENSIONS AND LOCATION OF HATCH OPENING WITH PUMP MFR. PRIOR TO ORDERING AND CASTING ACCESS HATCH. 6. ADJUST AS REQUIRED FOR MIN. 3' -0" PIPE COVER, SLOPE OF ROAD AND PIPE I.E. AT CONNECTION TO EXISTING 4" FM. DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. 0 1" 2" hm M=19 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY N o O z a vii N 2 o SUBMERSIBLE PUMP o a a a z H PUMP OFF EL. 129.50 zO z O JW i\ •+ ' FORM AT 60' ANGLE, TYP. 0 In ya w S B.O.C. w EL. 128.25 1 o 0 Z a w CONC. EQ. SPACED 2" CLR • :• I / //IIIII /. /IIIII/III DIA. 316 SS ADHESIVE 3'-0" DIA. CIRCLE ANCHORS D • 91 4' -0" *,V-2" MIN. ACCESS HATCH IN TOP SLAB. VAULT SUMP W/ ALL SEE NOTE 2. GRATING ( PRECAST VAULT. SEE SPECS. 1' -0" _r f r- - - - - - - - - - - --i I I 4" FM DI RJ I 4" FM DI FL TYP. I 4" FM DIRJ Ll NNNA 2" D Ito I I 4 "FMDIRJ I4 "FMDIRJ ( I I D.I. ADAPTOR, FLxRJ, TYP. - - - -- - - - - --' RJ SLEEVE, TYP. NOTE 3 PRESSURE GAUGE RSGV, TYP. PIPE PENETRATION, TYP. 4 AT PIPE SPRING -3 LINE, TYP. 3 NOTE 1, TYP. M -3 FCA, TYP. D CHECK VALVE, TYP. I.E. 131.50 LIFT STATION - PLAN SCALE: 3/4 " =1' -0" 2 - #5 HOOPS TOP & BOT. - ACCESS HATCHW/ 24 - #3 STIRRUPS, EQ. SPACED FINISH GRADE 138.33± 138.83± 138.58± z c0 L r- COAT ENTIRE EXTERIOR d' SURFACE OF STRUCTURE W/ BITUMINOUS DAMP PROOFING 4 Cj z G -4 4 "FMDIRJ nm i.c. i oo.yys S =2% SEE NOTE 6 1 SEE NOTE 6 PS -Q M -3 HALF PIPE CAP ELECTRICAL CABLE, SEE ELECTRICAL SHEETS SAFETY CHAIN y. * LOWER GUIDE BAR BRACKET SCH. 80 PVC FITTING FLxSOLV. WELD NON SHRINK GROUT r• ' FILLET ALL AROUND DISCHARGE ELBOW s tG cn MIN. 6" COMPACTED FOUNDATION GRAVEL NON- SHRINK GROUT EQUIP. PAD *" THICK SECTION A SCALE: 3/4 " =1' -0" — MIN. 6" COMPACTED FOUNDATION GRAVEL PS —R 2 PRESSURE GAUGE 3 M -3 M -3 N Zim N NOTES: 1. 2 -5/8" DIA. THRUST RODS AT SPRING LINE THROUGH THE FCA TO THE NEXT FLANGE AS SHOWN. THRUST RODS SHALL CONFORM TO ASTM A 193 GRADE B7. THRUST NUTS SHALL CONFORM TO ASTM A 194 GRADE 24. 2. 4'- 0 "x4' -O" DOUBLE LEAF ACCESS HATCH TYPE 3 W/ H -20 DESIGN LOAD. PAINT ALUMINUM IN CONTACT W/ CONCRETE AS SPECIFIED. LOCATE HINGES ON NE & SW SIDES. ROUTE FRAME DRAINS TO VAULT SUMP. 3. 2" RED VALVE. 4. 2' -6 "W x 4' -0 "L SINGLE LEAF ACCESS HATCH TYPE 2 W/ 300 PSF DESIGN LOAD. PAINT ALUMINUM IN CONTACT W/ CONCRETE AS SPECIFIED. LOCATE HINGES ON WEST SIDE. 5. VERIFY DIMENSIONS AND LOCATION OF HATCH OPENING WITH PUMP MFR. PRIOR TO ORDERING AND CASTING ACCESS HATCH. 6. ADJUST AS REQUIRED FOR MIN. 3' -0" PIPE COVER, SLOPE OF ROAD AND PIPE I.E. AT CONNECTION TO EXISTING 4" FM. DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. 0 1" 2" hm M=19 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY N o O z a vii N 2 o w o a a SHEET: M -2 OF: JOB NO.: 02524 DWG: PMP —STA a O a z H Q zO z O JW B 0 In ya w S w o 0 Z SHEET: M -2 OF: JOB NO.: 02524 DWG: PMP —STA W OzH a 3 zOW z O JW B I- 0 ya w t~ J o Z J wV) W SHEET: M -2 OF: JOB NO.: 02524 DWG: PMP —STA WRAP WITH 1/8- THK NEOPRENE GASKET L 3 -1/2 x 3 -1/2 x ZOWN OR REQUIRED 3" SCH 40 PIPE 3/8" 316 SS ADHESIVE ANCHOR 6" DEEP ti • a v I NON SHRINK GROUT 2 6" WIDE '' ' '' ' PIPE, SIZE AS SHOWN WRAP WITH 1/8- THK NEOPRENE GASKET SHAPED PIPE STRAP, 3/16" x 2 ", 316 SS AS SHOWN OR REQUIRED 1 1 PRESSURE GAUGE WITH SNUBBER 1/4- BALL VALVE DIAPHRAGM SEAL cl 1/2" BALL VALVE 1/2" SS THREADED NIPPLE BUSHING IN A TEE, PIPE SADDLE, EARTH v WATER AS SHOWN DIA. AS REQUIRED U y c 4 a THEAD -O -LET, TAPPED BOSS, OR v 1 /- z a 4 ° • a PIPE TAPPED PIPE FLANGE ul 5 w d a FILL ANNULAR SPACE 3/8" U -BOLT PIPE, SIZE STD AWWA RING v d WITH WATERPROOF AS SHOWN FLANGE OR EQUAL EXPANDABLE SEALANT PLATE SET FLUSH WITH WALL MODULAR MECHANICAL SEAL FINISH, TYP. ASSEMBLY W/316 SS BOLTS AND NUTS. JOINT SHALL NOTE 3/8" 316 SS ADHESIVE BE WATER TIGHT. ALL PARTS OF PS SHALL ANCHOR 6" DEEP BE 316 SS PLAN PLAN SECTION SECTION PIPE SUPPORT TYPE PS- 1 PIPE SUPPORT TYPE R PS-R) PRESSURE GAUGE 3 WALL PIPE PENETRATION 4 NOT TO SCALE NOT TO SCALE NOT TO SCALE - NOT TO SCALE 0 1" 2" eou®eeueuueei--- eeeeeeeee eei TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY N O z N a O G tV 0 0 U Q in 0 a O a Z N Q J 3 y z 0 z 0 i zaU ul 5 w 00 m Z 0 z in W O Z N Q J 3 y z Z LL. j W i zaU ul V 00 m Z j w eeees V SHEET: M-3 OF: 3 JOB NO.: 02524 DWG: M -3 ACRONYMS AND ABBREVIATIONS A AMPERE cc ALTERNATING CURRENT Al ANALOG INPUT AL ALUMINUM AO ANALOG OUTPUT AWG AMERICAN WIRE GAUGE BATT BATTERY BKR BREAKER C CONDUIT CP CONTROL PANEL CS CONTROL STATION CT CURRENT TRANSFORMER CU COPPER do DIRECT CURRENT DI DISCRETE INPUT DIST DISTRIBUTION DO DISCRETE OUTPUT ETM ELAPSED TIME METER ENCL ENCLOSURE EXIST EXISTING FDR FEEDER FE FLOW ELEMENT FS FLOW SWITCH FT FLOW TRANSMITTER FU FUSE FVNR FULL VOLTAGE NON REVERSING FVR FULL VOLTAGE REVERSING FY FLOW COMPUTATION G GROUNDING CONDUCTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND H HORN HA HAND -AUTO HOA HAND - OFF -AUTO HOR HAND - OFF - REMOTE HP HORSE POWER IC INTERRUPTING CAPACITY kA KILO AMPERES; kAIC KILOAMPERES- INTERRUPTING CAPACITY kCM THOUSAND CIRCULAR MILLS kV KILOVOLT kVA KILOVOLT - AMPERE kVAH KILOVOLT- AMPERE HOUR kVAR KILOVAR (REACTIVE KILOVOLT AMPERE) kVARH KILOVAR -HOUR kW KILOWATT kWH KILOWATT -HOUR LA LIGHTNING ARRESTOR LE LEVEL ELEMEN T LI LEVEL INDICATOR LINE POWER LINE /POWER BLOCK LPU LINE PROTECTION UNIT LS LEVEL SWITCH LT LEVEL TRANSMITTER M MAGNETIC CONTACTOR mA MILLIAMPERES MCC MOTOR CONTROL CENTER MCM MILLION CIRCULAR MILLS MCP MOTOR CIRCUIT PROTEC11ON Mn MEGAOHM MOV METAL OXIDE 'VARISTOR MTS MANUAL TRANSFER SWITCH MTU MASTER TERMINAL UNIT mV MILLIVOLT MW MEGAWATT N NEUTRAL CONDUCTOR NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOC. NESC NATIONAL ELECTRICAL SAFETY CODE NFPA NA11ONAL FIRE PROTECTION AGENCY OL OVERLOAD P POLE PE PRESSURE ELEMENT PF POWER FACTOR PH or 0 PHASE PI PRESSURE INDICATOR PLC PROGRAMMABLE LOGIC CONTROL POT POTENTIOMETER PS POWER SUPPLY PT PRESSURE TRANSMITTER R CIRCULAR CHART RECORDER RTU REMOTE TERMINAL UNIT s SECOND SHL SHIELDED SS SELECTOR SWI TCH SUSE SUITABLE FOR USE AS A SERVICE ENTRANCE T THERMOSTAT TB TERMINAL BLOCK TR TIME DELAY RELAY TSP TWISTED SHIELDED PAIR TST TWISTED SHIELDED TRIAD UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VA VOLT AMPERE VFD VARIABLE FREQUENCY DRIVE VMR VOLTAGE MONITORING RELAY W WATT Wh WATT HOUR WP WEATHER PROOF XFMR POWER TRANSFORMER ONE LINE SYMBOLS FUSIBLE DISCONNECT PLUG -IN CONNECTIONT I MAGNETIC ONLY BREAKER I I THERMAL N BREAKER0LYBRE I\ THERMAL MAGNETIC BREAKER I SWITCH FUSE M TRANSFORMER CURRENT TRANSFORMER THERMAL OVERLOAD CONTACTORT T" CAPACITOR INDUCTOR /CHOKE GENERATOR S SOLID NEUTRAL N I SAFETY DISCONNECT I YJ AUXILIARY CONTACT(S) PLAN SYMBOLS SWITCH (SAFETY OR DISCONNECT) SPECIAL PURPOSE EQUIPMENT CONNEC1ON XX XX =A CR F FI FS FT H I J L LI LS P PC PI PS PT S SV T TR TS V VR W AMMETER CONTROL RELAY FLOW SWITCH FLOW INDICATING FLOAT SWITCH FLOW TRANSMITTER HOUR METER INTRUSION SENSOR JUNCTION BOX LIMIT SWITCH LEVEL INDICATOR LEVEL SWITCH PHOTO CELL PRESSURE SWITCH PRESSURE INDICATOR PRESSURE SWITCH PRESSURE TRANSMITTER SMOKE DETECTOR SOLENOID VALVE THERMOSTAT 11MING RELAY TORQUE SWITCH VOLTAGE METER VOLTAGE RELAY WATT METER GENERAL SYMBOLS DEVICE OR EQUIPMENT TERMINAL TERMINAL WIRING/BUS EQUIPMENT /DEVICE ENCLOSURE MOTOR # = HORSE POWER I- GROUND CONNECTION YARD LIGHT POLE W/ FIXTURE(S) CONDUIT OR WIRING EXPOSED IN BUILDING STRUCTURE CONDUIT CONCEALED IN SLAB, CEILING, WALL, UNDER SLAB, OR BELOW GRADE. e X = P POWER CONDUIT C CONTROL CONDUIT S INSTRUMENTATION CONDUIT Y = CONDUIT NUMBER SEE NOTES 1, 2) SEE NOTE 3) NEW LIFT STATION WET WELL METER BASE 01 MB 01 - PUMP CONTROL PANEL 01 PCP 01 EXISTING PUMP CONTROL PANEL, CIRCUIT BREAKER, AND EMERGENCY POWER HOOKUP TO BE REMOVED AND WASTE DISPOSED OF BY CONTRACTOR. ELECTRICAL SITE PLAN SCALE: 1"=2' WET WELL ACCESS HATCH 1 • CONTRACTOR TO LOCATE POWER SOURCE WITH PUGET SOUND ENERGY (PSE). THE ACTUAL DIRECTION OF P1 MAY BE DIFFERENT THAN THAT SHOWN ON THIS PLAN SET. 2• CONTRACTOR TO PROVIDE AND INSTALL CONDUIT P1 AND CONDUCTORS. COORDINATE CONNEC1ON TO UTILITY POWER WITH PSE. 3. REFERENCE SHEET E -2 FOR CABLE AND CONDUIT SCHEDULE. DEVICE TAG LIST 01 LS 01 LEV EL FLOAT SWITCH #1- LOW LEV EL a oW W n- CL CL CONTRACTOR 01 LS 02 LEV R- FLOAT SWTCH #2 - HIGH LEV EL Q CONTRACTOR 01 LSP01 LIFT STATION PUIVP #1 - 8 KW (4.7 HP) z CONTRACTOR 01 LSP02 LIFT STATION R.HVP#2 - 8 KW (4.7 FF) V) CONTRACTOR 01 LTE01 STATIC PRESSURE LE4 EL TRANSDUCER FERVENT W CONTRACTOR 01 LTI 01 STATIC PRESSURE LEVEL TRANSMITTER AND INUCATOR 01 PCP 01 W CONTRACTOR 01 MB 01 UTLT1Y METER BASE J O CONTRACTOR 01 PCB 01 SERV ICE DISOONNBCT BREAKER (SUSE RATED) 01 PCP 01 LL z O° CONTRACTOR 01 PCB 02 GENERATOR CIRCUIT BREA KER 01 PCP 01 CONTRACTOR 01 PCP01 PUMP CONTROL PANES J CONTRACTOR 01 FS 01 PUMP #1 MOTOR STA RTER 01 PCP 01 CONTRACTOR 01 PS 02 PUMP #2 MOTOR STARTER 01 PCP 01 CONTRACTOR 01 SCP01 SYSTEM PUMP CONTROLLER 01 PCP 01 CONTRACTOR 01 SCP02 ISYSTEM RTU WITH RADIO 01 PCP 01 CONTRACTOR 0 N a W F- z Q a oW W n- CL CL V) U Q a SHEET: E-1 OF:3 JOB NO.: 02524 DWG: E -1 a CL W coz z cn Q 0 V) w p 2QW 0 z a SHEET: E-1 OF:3 JOB NO.: 02524 DWG: E -1 W cozI- z cn Q J m p 2QW J W m v1 10 J O IL 0 CL or a LL z O° Z WW W; J W r V a SHEET: E-1 OF:3 JOB NO.: 02524 DWG: E -1 METER AND METER BASE- 01 MB 01 SEE NOTE 6) P1 SEE NOTE 2) Cl C2 SEE NOTE 3) 3' -0" PUMP CONTROL PANEL 01 PCP 01 SEE NOTE 5) C1A C2A SEE NOTE 4) PORTABLE GENERATOR RECEPTACLE 01 REC 01 SEE NOTE 7) s 0 I S1 P2 s to P3 I FINISHED GRADE 5 ® 12" O.C. BOTTOM SEE NOTE 1) S1 A P2A P3A I EL 01 PCP 01 ELEVATION 1 SCALE: 1"=l'-O" - NOTES: 1, 48 -INCH BY 36 -INCH BY 10 -INCH DEEP CONCRETE PAD BY CONTRACTOR. PLACE PUMP CONTROL PANEL 01 PCP 01 AS PER SHEET E -3, DETAIL 1. CONTRACTOR SHALL VERIFY REMOTE CONTROL PANEL DIMENSIONS PRIOR TO CONSTRUCTING. 2. CONDUIT P11 MAY BE PVC FOR UNDERGROUND HORIZONTAL STRAIGHT PIECES ONLY. EXPOSED CONDUIT PORTION TO THE METER BASE SHALL BE RIGID GALVANIZED STEEL. EXPLICITELY FOLLOW SPECIFICATION SECTION 16130 FOR CONCRETE IPENETRATIONS AND ELBOWS. 3. CONDUITS Cl. C2, S1, P2 AND P3 SHALL BE RIGID GALVANIZED STEEL. CONDUITS PVC-COATEDC2AS1AP2AANDP3ASHALL4. BE PVC COATED R GID ZEDIGALVANIZED STEEL OVER ENTIRE LENGTH. LENGTH CANNOT BED GREATER THAN 10 -FEET. 5. PUMP CONTROL PANEL 01 PCP 01 IS US FILTER (REFERRED TO AS "MANUFACTURER" THROUGHOUT THIS PLAN SET) TYPE "FASTPACK" FP1 STAINLESS STEEL. REFERENCE SPECIFICATION SECTION 16420. SECURE TO CONCRETE BASE PER MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL PROVIDE 100 A METER BASE 01 MB 01, COMPLIANT TO PSE'S STANDARDS, MOUNTED ON LEFT SIDE OF 01 PCP 01. PSE TO PROVIDE REVENUE METER. CONTRACTOR SHALL ASSURE THAT CONDUCTOR PENTRA11ONS INTO 01 PCP 01 ARE COMPLETELY SEALED AND IMPERVIOUS TO WATER LEAKS. CONTRACTOR SHALL ASSURE THAT PENETRATIONS INTO 01 PCP 01 DO NOT DAMAGE OR INTERFERE WITH PRE - MOUNTED INTERNAL COMPONENTS. 7. PORTABLE GENERATOR RECEPTACLE SHALL BE APPLETON FEMALE PLUG #ADR6044 AND IS TO BE PROVIDED BY MANUFACTURER AS AN INTEGRATED ATTACHMENT TO 01 PCP 01. 8. SERVICE ENTRANCE BREAKER 01 PCB 01 IS MECHANICALLY INTERLOCKED WITH GENERATOR BREAKER 01 PCB 02. ONLY ONE IBREAKER CAN BE CLOSED AT A TIME. THESE BREAKERS CONSTITUTE A MANUAL TRANSFER SWITCH WITHIN 01 PCP 01. 9. RTU SHALL BE MISSION MODEL 00 AND1 SHALL BE MOUNTED AND WIRED WITHIN 01 PCP 01 BY ANM UFACTURER NTH ANTENNA ON TOP OF UNIT. 10. 01 LS 01 AND 01 LS 02 SHALL BE PROVIDED BY THE MANUFACTURER AS PART OF THE REQUIRED "CB1 T" BACKUP CONTROL OPTION. 01 LTE 01 IS ALSO PROVIDED BY THE MANUFACTURER AS A STANDARD OPTION. TRANSDUCER AND LEVEL SWITCH FIELD CONNECTIONS BY CONTRACTOR. 11. PROVIDE 2 EACH 10 -FOOT BY 3/4 -INCH GROUNDING RODS CONNECTED TO 01 PCP 01 GROUND /NEUTRAL BUS WITH A #6 AWG BARE COPPER GROUNDING CONDUCTOR. SEPARATE GROUNDING RODS A MINIMUM OF 10 -FEET APART. J 01 M B 01 UTILITY METER BASE SEE NOTE 6) 01 240/120 V, 01 PCB 100 A. 1 PH SERVICE FROM PSE 01 REC 01 00 CBPORTABLE01 02GENERATOR - SEE NOTE 8 ) RECEPTACLE ( SEE NOTE 7) I 01 PCP 01 /- RTU ANTENNA PUMP CONTROL PANEL / SEE NOTE 5) PENETRATION SEAL 01 PS 01 01 LTI 01 S N SEE NOTE 11) CONDUIT SEAL -OFFS TYP. OF 5) S1 S1 A PT LS 01 SCP 01 Cl C1 A LS 01 SCP 02 RTU SEE NOTE 9) 01 LTE 01 1 01 LS 017 1 01 LS 02 WATER LEVEL LOW LEVEL HIGH LEVEL TRANSMITTING SWITCH SWITCH ELEMENT SEE NOTE 10) C2 C2A 01 LSP 01 LIFT STATION PUMP MOTOR #1 ONE LINE DIAGRAM 2 NOT TO SCALE 01 PS 02 I I I J 01 LSP 02 LIFT STATION PUMP MOTOR #2 r /' / /.915'/ r ! , v , // r.! / 4 / 4 GI r r,/r'. /43 f4 9 f /, u r r, i rr/ r rf 4 / r4r 4 N /, 4 , 4r /r rr4, r u' r. 4 FT /, i 4 r /ri rr /i rr/ iYlr9' 9'rr /i 4 / r 4r / // 4'/4 / / //4 ! // rrr/ / / 4//4fi(rr / / /// .. rrrrruuF3f / /4 r r,'f ifrr r /! ,r / r / r4 G ,r/ 4/4r/44r! 4 Y `. /,/rrrr fi rirr4 /,i / 4 r / u i //Y / // Yi /' f f G54 ! r/ 4 f4 / / r / 4 //4 /,rrr/ r , rf, rrrr , rr44/ ( 4 r / . /r F 449 ! . r 4 h /44r / F/' r r r4iraL4rr / r / / r / r ' r y / / / / rr r34i4iOrrr ' r r4r54i GY / r. y r vr, rf rr / r4 F// / Y " / 4i r a /, rrr' / r44r/ , / r4r „s iirr 0l4i /r .aW r5 , 4 4, 4 4 /r9 x riPOOR/ c Y' / r r, r r4 / /!4'.f r r rrr /r„F 4" SEE NOTE 5) f4 4 4r/ r44r 4 4 . r4 , r 3 / F / / r . 9fi Ua / r 4rr ./ .4 f, ri ri444 /4 r4T /! 'rY / ry r / 4f/ f r. YY'r (444 r .rr J r h/ 4 f r/ . .,/'' a i ! f r' G r r4/ 4 r r, ur , 4i// i4/4r' r ! ,,. fi%4v$4/3F4 4 /, //J' r ,4rri4r + rb... r.F .G r. ,aFn,4rr,5r..,ir,,F,. ,r . „ rrturF4, 4,<. ,,..i4 r„ r / „ /r /r rr / / .//r66r, r rr rr/r /rir4 i /, r r4 / 4 , .f,..[,F >ir , f .Y.!f . , r/ r „y . ' , r,4/ r ,fii.r.4 [.0 Frr r. , 4// / lYi... r r r Frr r / y7 /Y/, rG4,fi r /rr. r..7.!Y., H /f /, , pmdyG4 % /.¢, // !r /Y , / tG/j,4, Y /r/ F rr6. , r! r ., 44 v,. Y/ , r y.. 4 /4 r r r rlr 4/r Fr 5r,4,fEll CONDUIT SOURCE DESTINATION SIZE CONDUCTORS NOTES TY,. UTILITY VAULT 01 MB 01, UTILITY METER BASE 1 -114” 2X #3 AWG XHHW; 1X #4 AWG XHHW N; a.. z SEAL -OFF S1A WIRE AND CONDUIT SIZES WITH PSE P2 01 PCP 01, PUMP CONTROL PANEL 01 LSP 01, LIFT STATION PUMP #1 SEAL- 1 -112„ MANUFACTURER'S CABLE RGS. SIZE BASED ON MNFR'S CABLE @ 0.963 -INCH SEAL -OFF OFF o N CABLE LENGTH N MANHOLETO LOWER FLOAT TO BOTTOM. DIAMETER. P2A 01 LSP01, LIFTSTATION PUMP #1 SEAL- OFF 01 LSP 01, LIFT STATION PUMP #1 1 -112° MANUFACTURER'S CABLE PVC- COATED RGS ENTIRE LENGTH. 10' MAX LENGTH. P3 01 PCP 01, PUMP CONTROL PANE- 01 LSP 02, LIFT STATION PUMP #2 SEAL- 1 -112" MANUFACTURER'S CABLE RGS. SIZE BASED ON MNFR'S CABLE @ 0.963 -ITCH 01 LS 02, LEVEL FLOAT SWITCH #2 - SEAL -OFF 01 LS 02, LEVEL FLOAT SWITCH #2 S. C1A C2A SEE NOTE 4) PORTABLE GENERATOR RECEPTACLE 01 REC 01 SEE NOTE 7) s 0 I S1 P2 s to P3 I FINISHED GRADE 5 ® 12" O.C. BOTTOM SEE NOTE 1) S1 A P2A P3A I EL 01 PCP 01 ELEVATION 1 SCALE: 1"=l'-O" - NOTES: 1, 48 -INCH BY 36 -INCH BY 10 -INCH DEEP CONCRETE PAD BY CONTRACTOR. PLACE PUMP CONTROL PANEL 01 PCP 01 AS PER SHEET E -3, DETAIL 1. CONTRACTOR SHALL VERIFY REMOTE CONTROL PANEL DIMENSIONS PRIOR TO CONSTRUCTING. 2. CONDUIT P11 MAY BE PVC FOR UNDERGROUND HORIZONTAL STRAIGHT PIECES ONLY. EXPOSED CONDUIT PORTION TO THE METER BASE SHALL BE RIGID GALVANIZED STEEL. EXPLICITELY FOLLOW SPECIFICATION SECTION 16130 FOR CONCRETE IPENETRATIONS AND ELBOWS. 3. CONDUITS Cl. C2, S1, P2 AND P3 SHALL BE RIGID GALVANIZED STEEL. CONDUITS PVC-COATEDC2AS1AP2AANDP3ASHALL4. BE PVC COATED R GID ZEDIGALVANIZED STEEL OVER ENTIRE LENGTH. LENGTH CANNOT BED GREATER THAN 10 -FEET. 5. PUMP CONTROL PANEL 01 PCP 01 IS US FILTER (REFERRED TO AS "MANUFACTURER" THROUGHOUT THIS PLAN SET) TYPE "FASTPACK" FP1 STAINLESS STEEL. REFERENCE SPECIFICATION SECTION 16420. SECURE TO CONCRETE BASE PER MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL PROVIDE 100 A METER BASE 01 MB 01, COMPLIANT TO PSE'S STANDARDS, MOUNTED ON LEFT SIDE OF 01 PCP 01. PSE TO PROVIDE REVENUE METER. CONTRACTOR SHALL ASSURE THAT CONDUCTOR PENTRA11ONS INTO 01 PCP 01 ARE COMPLETELY SEALED AND IMPERVIOUS TO WATER LEAKS. CONTRACTOR SHALL ASSURE THAT PENETRATIONS INTO 01 PCP 01 DO NOT DAMAGE OR INTERFERE WITH PRE - MOUNTED INTERNAL COMPONENTS. 7. PORTABLE GENERATOR RECEPTACLE SHALL BE APPLETON FEMALE PLUG #ADR6044 AND IS TO BE PROVIDED BY MANUFACTURER AS AN INTEGRATED ATTACHMENT TO 01 PCP 01. 8. SERVICE ENTRANCE BREAKER 01 PCB 01 IS MECHANICALLY INTERLOCKED WITH GENERATOR BREAKER 01 PCB 02. ONLY ONE IBREAKER CAN BE CLOSED AT A TIME. THESE BREAKERS CONSTITUTE A MANUAL TRANSFER SWITCH WITHIN 01 PCP 01. 9. RTU SHALL BE MISSION MODEL 00 AND1 SHALL BE MOUNTED AND WIRED WITHIN 01 PCP 01 BY ANM UFACTURER NTH ANTENNA ON TOP OF UNIT. 10. 01 LS 01 AND 01 LS 02 SHALL BE PROVIDED BY THE MANUFACTURER AS PART OF THE REQUIRED "CB1 T" BACKUP CONTROL OPTION. 01 LTE 01 IS ALSO PROVIDED BY THE MANUFACTURER AS A STANDARD OPTION. TRANSDUCER AND LEVEL SWITCH FIELD CONNECTIONS BY CONTRACTOR. 11. PROVIDE 2 EACH 10 -FOOT BY 3/4 -INCH GROUNDING RODS CONNECTED TO 01 PCP 01 GROUND /NEUTRAL BUS WITH A #6 AWG BARE COPPER GROUNDING CONDUCTOR. SEPARATE GROUNDING RODS A MINIMUM OF 10 -FEET APART. J 01 M B 01 UTILITY METER BASE SEE NOTE 6) 01 240/120 V, 01 PCB 100 A. 1 PH SERVICE FROM PSE 01 REC 01 00 CBPORTABLE01 02GENERATOR - SEE NOTE 8 ) RECEPTACLE ( SEE NOTE 7) I 01 PCP 01 /- RTU ANTENNA PUMP CONTROL PANEL / SEE NOTE 5) PENETRATION SEAL 01 PS 01 01 LTI 01 S N SEE NOTE 11) CONDUIT SEAL -OFFS TYP. OF 5) S1 S1 A PT LS 01 SCP 01 Cl C1 A LS 01 SCP 02 RTU SEE NOTE 9) 01 LTE 01 1 01 LS 017 1 01 LS 02 WATER LEVEL LOW LEVEL HIGH LEVEL TRANSMITTING SWITCH SWITCH ELEMENT SEE NOTE 10) C2 C2A 01 LSP 01 LIFT STATION PUMP MOTOR #1 ONE LINE DIAGRAM 2 NOT TO SCALE 01 PS 02 I I I J 01 LSP 02 LIFT STATION PUMP MOTOR #2 r /' / /.915'/ r ! , v , // r.! / 4 / 4 GI r r,/r'. /43 f4 9 f /, u r r, i rr/ r rf 4 / r4r 4 N /, 4 , 4r /r rr4, r u' r. 4 FT /, i 4 r /ri rr /i rr/ iYlr9' 9'rr /i 4 / r 4r / // 4'/4 / / //4 ! // rrr/ / / 4//4fi(rr / / /// .. rrrrruuF3f / /4 r r,'f ifrr r /! ,r / r / r4 G ,r/ 4/4r/44r! 4 Y `. /,/rrrr fi rirr4 /,i / 4 r / u i //Y / // Yi /' f f G54 ! r/ 4 f4 / / r / 4 //4 /,rrr/ r , rf, rrrr , rr44/ ( 4 r / . /r F 449 ! . r 4 h /44r / F/' r r r4iraL4rr / r / / r / r ' r y / / / / rr r34i4iOrrr ' r r4r54i GY / r. y r vr, rf rr / r4 F// / Y " / 4i r a /, rrr' / r44r/ , / r4r „s iirr 0l4i /r .aW r5 , 4 4, 4 4 /r9 x riPOOR/ c Y' / r r, r r4 / /!4'.f r r rrr /r„F rrr /r F4rri /i 9fi, /r, , y r'rr' 4/// 4i , ,/ 4 /r1 1 r 4 f4 4 4r/ r44r 4 4 . r4 , r 3 / F / / r . 9fi Ua / r 4rr ./ .4 f, ri ri444 /4 r4T /! 'rY / ry r / 4f/ f r. YY'r (444 r .rr J r h/ 4 f r/ . .,/'' a i ! f r' G r r4/ 4 r r, ur , 4i// i4/4r' r ! ,,. fi%4v$4/3F4 4 /, //J' r ,4rri4r + rb... r.F .G r. ,aFn,4rr,5r..,ir,,F,. ,r . „ rrturF4, 4,<. ,,..i4 r„ r / „ /r /r rr / / .//r66r, r rr rr/r /rir4 i /, r r4 / 4 , .f,..[,F >ir , f .Y.!f . , r/ r „y . ' , r,4/ r ,fii.r.4 [.0 Frr r. , 4// / lYi... r r r Frr r / y7 /Y/, rG4,fi r /rr. r..7.!Y., H /f /, , pmdyG4 % /.¢, // !r /Y , / tG/j,4, Y /r/ F rr6. , r! r ., 44 v,. Y/ , r y.. 4 /4 r r r rlr 4/r Fr 5r,4,fEll CONDUIT SOURCE DESTINATION SIZE CONDUCTORS NOTES Pi UTILITY VAULT 01 MB 01, UTILITY METER BASE 1 -114” 2X #3 AWG XHHW; 1X #4 AWG XHHW N; 240 V, 100 A SERVICE WITH 85% NEUTRAL. COORDINATE z SEAL -OFF URSIZETO 1 -NCH. S1A 1X #6 AWG XHHW G WIRE AND CONDUIT SIZES WITH PSE P2 01 PCP 01, PUMP CONTROL PANEL 01 LSP 01, LIFT STATION PUMP #1 SEAL- 1 -112„ MANUFACTURER'S CABLE RGS. SIZE BASED ON MNFR'S CABLE @ 0.963 -INCH SEAL -OFF OFF o N CABLE LENGTH N MANHOLETO LOWER FLOAT TO BOTTOM. DIAMETER. P2A 01 LSP01, LIFTSTATION PUMP #1 SEAL- OFF 01 LSP 01, LIFT STATION PUMP #1 1 -112° MANUFACTURER'S CABLE PVC- COATED RGS ENTIRE LENGTH. 10' MAX LENGTH. P3 01 PCP 01, PUMP CONTROL PANE- 01 LSP 02, LIFT STATION PUMP #2 SEAL- 1 -112" MANUFACTURER'S CABLE RGS. SIZE BASED ON MNFR'S CABLE @ 0.963 -ITCH 01 LS 02, LEVEL FLOAT SWITCH #2 - SEAL -OFF 01 LS 02, LEVEL FLOAT SWITCH #2 OFF MANUFACTURE'S CABLE PVC -COATED RGS ENTIRE LENGTH. LEAVE SUFFICIENT DIAMETER. P3A 01 OFF LSP02, LIFTSTATION PUMP #2 SEAL- 01 LSP 02, LIFT STATION PUMP #2 1 -112" MANUFACTURER'S CABLE PVC- COATED RGS ENTIRE LENGTH. 10' MAX LENGTH. 4/ / // r/ , / ( . 4 Y4 /i ,r 3 d / TrIs 4/ / u/ / ' / /i ,. / ,! 4r "(f "4 r45f4 / /F4 Y 1 !/ 9 7 54 / ri r r , 4 fr 3 /rrr /' ' ryy r / 4 r // / ! /! r 4i•" rrlr4 r r4'i l,4 rrrrr. r iFr/i /,r rrr r.i4r/ r /r!44 FFIr''r, rr rrr.!$ rrl !i/ r r 4 . , ,r iii / 4 ur /f 4 r /r / /i, 4 Gl44 ( //r // 4 4i/ , ri 4 /i .r(! /F F f, ., ./ 4 r` 4'/ /r 4 !, r, / /r r r r rr, r r , 3" 4 F , .,/ / . ,../ rr. r r/ , , . 49'4. y ./, 4 r4 ri rr! ;/; / /, CONDUIT CONDUIT z SOURCE DESTINATION SIZE CONDUCTORS NOTES Cl 01 PCP01, PUMP CONTROL PANE_ 01 LS 01, LEVEL FLOAT SWITCH #1 - 1" MANUFACTURERS CABLE RGS. SIZE BASED ON MNFR'S CABLE@ 0.625 -INCH XDUCER ELEMENT - SEAL -OFF z SEAL -OFF URSIZETO 1 -NCH. S1A DIAMETER. C1A 01 LS 01, LEVEL FLOAT SWITCH #1 - 01 LS 01, LE1/EL FLOAT SWITCH #1 1" MANUFACTURER'S CABLE PVC - COATED RGS ENTIRE LENGTH. LF.AVESUFFICIENT' TRANSDUCER ELEMENT SEAL -OFF EXTRA CABLE LENGTH N MANHOLE o N CABLE LENGTH N MANHOLETO LOWER FLOAT TO BOTTOM. C2 01 PCP01, PI" CONTROL PANEL 01 LS 02, LEV EL FLOAT SWITCH #2 - 1" MANUFACTURER'S CABLE RGS. SIZE BASED ON MNFITS CABLE @ 0.625-INCH iii SEAL-OFF cl W DIALER, C2A 01 LS 02, LEVEL FLOAT SWITCH #2 - SEAL -OFF 01 LS 02, LEVEL FLOAT SWITCH #2 1" MANUFACTURE'S CABLE PVC -COATED RGS ENTIRE LENGTH. LEAVE SUFFICIENT CABLE LENGTH N MANHOLE TO LOWER FLOAT TO BOTTOM. fr ,irr r' 3 / 3r / 4/,4r4 rf ,/ /f'! 4y / 344 54yua4/'r / /rr u r / // , 5 r , / 4 , F/ /yr /4r r / r/, / /!, !! ! r / r 4/ / u/ / ' / /i ,. / ,! 4r "(f "4 r45f4 / /F4 Y 1 !/ 9 7 54 / ri r r , 4 fr 3 /rrr /' ' ryy r / r4r r4 5r r 4 5 W z 4 r // / ! /! r 4i•" rrlr4 r r4'i l,4 rrrrr. r iFr/i /,r rrr r.i4r/ r /r!44 FFIr''r, rr rrr.!$ rrl !i/ r r 4 . , ,r iii / 4 ur /f 4 r /r / /i, 4 Gl44 ( //r // 4 4i/ , ri 4 /i .r(! /F F f, ., ./ 4 r` 4'/ /r 4 !, r, / /r r r r rr, r r , 3" 4 F , .,/ / . ,../ rr. r r/ , , . 49'4. y ./, 4 r4 ri rr! ;/; / /, CONDUIT 0 z SOURCE DESTINATION SIZE CONDUCTORS NOTES S1 01 PCP 01, PUMPCONTROL PANEL 01 LTE 01, STATIC PRESSURE LEV EL 1" MANUFACTURERS CABLE RGS. SIZE BASED ON MNFR'S CABLE@ 0.5 -INCH DIAMETER. VZ 0 XDUCER ELEMENT - SEAL -OFF z URSIZETO 1 -NCH. S1A 01 LTE 01, STATIC PRESSURE LEVEL 01 LTE 01, STATIC PRESSURE LEVEL 1 ' MANUFACTURER 'S CABLE R/0-COATED RGS OVER ENTIRE LENGTH. LEAVE 24 -NCHES d TRANSDUCER ELEMENT- SEAL -OFF TRANSDUCER ELEMENT EXTRA CABLE LENGTH N MANHOLE i i 10--- 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 N Q 0 z 0 ow c: 0 as a e Q W z QDVU1D0 SHEET: E -2 OF: JOB NO.: 02524 DWG: E -2 o a z a e Q W z 0 Q V 0Q z 0 0 Z 0 P u. W w VZ 0 z SHEET: E -2 OF: JOB NO.: 02524 DWG: E -2 J z 0 e Q W z 0 Q V 0Q 0 Z 0 P u. W Q Q VZ co 0 J Jz y d ui O U. z 0 o N Z J Q w V cc iii cl W LU y tJJ SHEET: E -2 OF: JOB NO.: 02524 DWG: E -2 a ow METER BASE 01 "° ^' PUMP CON' PANEL 01 PCP 01 W_ I& J TO PSE 240/120 REFEREE r P1 PANEL PANEL FRONT BACK i% WATER LEVEL TRANSMI ELEMENT 01 LTE 01 SEE NOTE 3) S LIFT STATION - PLAN SCALE: 3/4" =1' -0" fATION PUMP #2, 01 LSP 02 ELL ACCESS HATCH fATION PUMP #1, 01 LSP 01 AIL 2 OF THIS DUIT TERMINATION PORT METHODS 4' -0" IFT STA 1 IV114 ELL COVER ROL PANEL 1. ALIGN CENTERLINE OF PUMP CONTROL PANEL 01 PCP 01 WITH CENTERLINE OF WET WELL. 2. PUMP CONTROL PANEL CONCRETE PAD MAY BE BROUGHT CLOSER TO WET WELL TO ASSURE MAXIMUM CONDUIT LENGTHS OF 10 FEET BEFORE REACHING SEAL -OFFS. PUMP CONTROL PANEL CONCRETE D AND ENCLOSURE MOUNTING DETAIL 1 SCALE: 3/4 " =1' -0" - T.O.C. _ 3/8" DIA. S.S. 316 I EL. 139.00 OPEN HOOK EYE BOLT I HDPE WET WELL - I TOP OF MANHOLE WALL CROUSE HINDS EL. 138.33 CGK, S.S. 316 SEE NOTE 2) N I (OR EQUIV.) 8 "1 WASHER CENTER LINE CONDUITS I E.L. 136.25 LOCK NUT e CONDUIT COUPLING PVC - COATED RGS SECTION A CL NOT TO SCALE - 1. CONDUITS CIA, C2A, S1A, P2A, AND P3A ARE PVC - COATED RGS OVER THEIR ENTIRE LENGTH. CONTRACTOR TO ASSURE THAT CONDUIT LENGTHS DO NOT EXCEED 10 -FEET IN TOTAL LENGTH BEFORE REACHING SEAL -OFFS. 2. DEPTH OF CONDUITS ON ENTRY INTO WET WELL SHALL BE 25- INCHES FROM TOP OF WET WELL WALL. SPACE CONDUITS 8- INCHES APART HORIZONTALLY. 3. INSTALL LEVEL - INDICATING PRESSURE SENSOR APPROXIMATELY 6- INCHES ABOVE BOTTOM OF WET WELL AS PER MANUFACTURER'S RECOMMENDATIONS. ASSURE THAT THE WEIGHT OF THE SENSOR IS SUPPORTED BY THE STAINLESS STEEL SUPPORT ROPE (INCLUDED) - NOT FROM THE ELECTRICAL CABLE ITSELF. WET WELL CABLE SUSPENSION AND SUPPORT METHODS r2 SCALE: 3/8 " =1' -0" - WIRE MESH CORD GRIP, S.S. 316 MANUFACTURER'S CABLE O in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o N I-- Q 0.. W W d a 0. a En O 0 Q in a z Lu ° a Q co z F- Q a s 3 F- z 0 W Q 5 w jw v 6 z Z in z Lu ° Z O co z F- t a s 3 H F- uj W Q V jw v Z va z J IL 5 w WJZ Wo y cef J U. V SHEET: E -3 OF: JOB NO.: 02524 DWG: E -3