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20120188 Booster Pump Station Signed Plan 11132012I r EQUIPMENT LIST: Oj BOOSTER PUMP ASSEMBLY. GRUNDf05 BOOSTERPAQ MPC EDF W/ THREE (3) CR90 1 PUMPS AND ONE(I) CK 20 -3 PUMP. ASSEMBLY INCLUDES PRESSURE GAUGES AND C3.0 PRESSURE TRANSDUCERS ON BOTH THE SUCTION AND DISCHARGE MANIFOLDS (OR APPROVED EQUAL). OPUMP ISOLATION VALVE PROVIDED ON SUCTION AND DISCHARGE SIDE OF EACH PUMP BY PUMP MANUFACTURER. (TYP.) OFLOMATIC MODEL 888, 4" WAFER STYLE SILENT CHECK VALVE FOR CF 90 -1 PUMPS. OAPCO SERIES 300, 2" WAFER STYLE 51LENT CHECK VALVE FOR CK 20 -3 PUMP (D FLOMATIC MODEL 888, 8" WAFER STYLE SILENT CHECK VALVE OPUMP CONTROL PANEL. ALLEN - BRADLEY PLC CONROLS AND VARIABLE FREQUENCY DRIVES FOR EACH PUMP. LEAD / LAG / ALTERNATION PUMP INTEGRATION. O7 200 AMP 120/208V/30 PANEL WITH AUTO TRANSFER SWITCH. ODIESEL GENERATOR WITH FOAM AND SOUND SCOOP NOISE ATTENUATION. CONTRACTOR RESPONSIBLE FOR SIZING GENERATOR. O132 GALLON ASME BLADDER TANK I0 8" GATE VALVE WITH HANDWHEEL 8" 900 D.I. BEND, CONNECT TO EXISTING 8" D.I. RISER (CUT TO LENGTH) 2 8" D.I. TEE 3 TAPPING SADDLE WITH 2" PIPE 14 2" 22.50 BEND 15 2" UNION \ 6 2" BALL VALVE \ 1 7 2" TEE, AND HOSE BIB C3.0 18 EXISTING 10 "x8" REDUCER 19 EXISTING 10" GATE VALVE 20 PROVIDE 1 500 W FORCED AIR ELECTRIC HEATER, WALL L0 L') O MOUNTED, WITH REMOTE THERMOSTAT. Of 21 ONE EXTERIOR 20OW FLOOD LIGHT NEAR ACCESS DOOR, U) TWO I DOW INTERIOR LIGHTS AND FOUR RECESSED SOFFIT LIGHTS WITH SWITCHES LOCATED NEAR DOOR. 22 PROVIDE 100 CFM EXHAUST FAN DUCTED TO EXTERIOR WITH 0 REMOTE TIMER. PALISADES WEST BOOSTER PUMP STATION 1502G 5E 507 HWY YELM, WA 98597 TRACT F. I (DEDICATEE) TO THE CITY OF YELM) 507 R.O.W. 12 Ila 141 1 i I �ill - - - - - - 12 -1' -- - - - - -] I BACK OF CURB 10 5F PROPERTY LINE 14 13 \ II G. 0 0- _ 2 I • 3 II II 4 18 :- 10.5' ± 23 20 AMP, 120V, GFI RECEPTACLE. Dk15riNG i 0" NATEPMAIN N 24 2" ASME LIQUID PRESSURE RELIEF VALVE. SEE DETAIL. 25 WALL MOUNTED H05E RACK. I 26 ALLEN-13PADLEY AND M 5 TIRANSONOET 900 RADIO FOR CONNECTION TO CITY OF YELM WONDEKWARE S.C.A.D.A. SYSTEM. PALISADES ST SE PLUMBING SYSTEM NOTES. I . ALL INTERIOR ABOVE -SLAB PIPING AND FITTINGS WITHIN - - - t __.i -- ;r' I' -- - - '� -- PUMP HOUSE SHALL BE DUCTILE IRON, AWWA C205 STEEL, GALVANIZED IRON OR COPPER WITH FLANGED O CONNECTIONS. PIPING SHALL BL SLCURED To mE FLO R, PUMP HOUSE LAYOUT WALLS, ETC. BY STRAPPING THE PIPE DOWN OR OTHER SUCH APPROVED METHOD. SCALE: 1 " =4' 2. ALL BELOW GROUND PIPING SHALL BE MECHANICAL JOINT ELECTRICAL SYSTEM NOTES: FITTINGS WITH THRUST BLOCKS AND MEGALUG5 AND ELECTRICAL SYSTEMS SHALL BE BIDDER DESIGNED. ELECTRICAL SYSTEMS SHALL CONFORM TO STANDARD WATER MAIN SHALL MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE SPECIFICATIONS AS DETAILED IN THE GENERAL NOTES. ELECTRICAL CONTRACTOR SrIALL PROVIDE SYSTEM DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY 3. ALL SERVICE CONNECTIONS SERVED BY THE BOOSTER CONSTRUCTION. ALL PERMITS, FEES, AND NECESSARY INSPECTIONS PUMP STATION SHALL REQUIRE AN APPROVED DOUBLE SHALL BE THE SOLE RE5PON5I13ILITY OF THE ELECTRICAL CONTRACTOR. CHECK VALVE BACKFLOW ASSEMBLY (DCVA). SCHEMATIC ELECTRICAL DESIGN PROVIDED FOR REVIEW ADEQUACY. 15 D9 25 �1�SII�i�3.7�if1 10.5' -- 1 I I 18 I I I I I 1 EX. 1 5.0' DRIVEWAY CUT I CENTERED ON BUILDING. I II� 1 4I 5.0' WIDE ACP DRIVEWAY FROM CURB TO PUMP HOUSE. SEE DETAIL 5 ON C3.0 I I I I r 19 Llw� ,PkisiiNS 11 i / 23h r21 I L I 1f L 21 21 � !T II i ' �PUMPHOUSE LOCATION �i KEY MAP N.T.5. 22 I I I q 1, 3 G /I II � 21 7 2G TYPICAL ELECTRICAL DIAGRAM SCALE: 1 " =4' SEE DETAIL G ON SHEET C3.0 FOR ONE -LINE DIAGRAM PROJECT INFORMATION APPLICANT: NORTHWEST FAMILY HOMES COVER SHEET WITH PUMP HOUSE LAYOUT AND ELECTRICAL DIAGRAM P.O. BOX 39 C2.0 EAST OLYMPIA, WA 98540 SITE ADDRESS: 1502G H\/vY 507 5F I WATER BOOSTER PUMP STATION DETAILS YELM, WA 98597 PARCEL NUMBER: 21725130300 ODW PROJECT #: 07 -1 101 SHEETINDEX SHT.# DWG.# DRAWING DESCRIPTION 1-D', �L11 z o LO N G #� \�s YELMI 05T J 104TH 1 � PROPOSED Q SITE � G�GRGE / J CK FOX HILL r 109TH FIVE CORNERS VICINITY MAP N.T.5. GENERAL NOTES (WATER MAIN INSTALLATION 1 . ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. 0 3. WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE AWWA C900 CLASS 150, C905 CLASS 235, OR DUCTILE IRON CEMENT MORTAR LINED THICKNESS CLASS 50. ALL WATER MAIN LARGER THAN 12 INCHES IN DIAMETER SHALL BE AWWA C905, CLASS 235 CEMENT MORTAR LINED THICKNESS CLASS 50 OR DUCTILE IRON. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NIPS (NON RISING STEM) WITH O -RING SEALS. VALVE END5 SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW P/W OR WATEROU5 SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS. SEDIMENT AND EROSION CONTROL MEASURES SHALL BL IN PLACE AND FUNCTIONING BEFORE CONSTRUCTION BEGINS. G. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WIT 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. 8. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 9. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION% CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 10. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO FA55 THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TLST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 1 1. NO VALVES SHALL BE INSTALLED IN THE GUTTERS. 12. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF 18" ABOVE SEWER LINES. 13. WATER MAIN AND SANITARY SEWER SYSTEMS SHALL MAINTAIN I O' MINIMUM HORIZONTAL SEPARATION. j`951 ��I 0 4 B BY:-- --- --- --- - -- - -- SCALE HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM E THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 20 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT NO, 842 ELEVATION 373.128 C1.0 COVER SHEET WITH PUMP HOUSE LAYOUT AND ELECTRICAL DIAGRAM 2 C2.0 BUILDING NOTE5 AND ARCHITECTURAL DETAILS 3 1 C3.0 I WATER BOOSTER PUMP STATION DETAILS 1-D', �L11 z o LO N G #� \�s YELMI 05T J 104TH 1 � PROPOSED Q SITE � G�GRGE / J CK FOX HILL r 109TH FIVE CORNERS VICINITY MAP N.T.5. GENERAL NOTES (WATER MAIN INSTALLATION 1 . ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. 0 3. WATER MAINS EQUAL TO OR LESS THAN TWELVE INCHES IN DIAMETER SHALL BE AWWA C900 CLASS 150, C905 CLASS 235, OR DUCTILE IRON CEMENT MORTAR LINED THICKNESS CLASS 50. ALL WATER MAIN LARGER THAN 12 INCHES IN DIAMETER SHALL BE AWWA C905, CLASS 235 CEMENT MORTAR LINED THICKNESS CLASS 50 OR DUCTILE IRON. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NIPS (NON RISING STEM) WITH O -RING SEALS. VALVE END5 SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW P/W OR WATEROU5 SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. CONTRACTOR MUST COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS. SEDIMENT AND EROSION CONTROL MEASURES SHALL BL IN PLACE AND FUNCTIONING BEFORE CONSTRUCTION BEGINS. G. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WIT 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. 8. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 9. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION% CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 10. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO FA55 THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TLST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 1 1. NO VALVES SHALL BE INSTALLED IN THE GUTTERS. 12. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF 18" ABOVE SEWER LINES. 13. WATER MAIN AND SANITARY SEWER SYSTEMS SHALL MAINTAIN I O' MINIMUM HORIZONTAL SEPARATION. j`951 ��I 0 4 B BY:-- --- --- --- - -- - -- SCALE HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM E THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 20 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT NO, 842 ELEVATION 373.128 NO 13' -1 3/4" 6' -10 3/4" 0 0 0 �ILNE OF FOUNDATION S, A� 13 RECESSED LIGHTING 0 SOFFITS •' t� —(4) TYP. O '1� I //,7 0 I � C c °o n CONCRETE PAD a _ I II C2.0 0 \ T II PANED DIESEL GENERATOR 0 T j) L i U' o-. INTER THERM TEA ER PANEL o N THERMOSTAT 1 -- 6" CONCRETE SLAB iB� A A VAPOR BARRIER Al .O �}f'.. 6' COMPACTED GRAVE q1.0 9' HIGH BLACK VINYL .D 6:12 6:12 COATED CHAIN LINK FENCE 0 e ROOF PITCH ROOF PITCH A A J 0 0 0 OVER HANG a n LOOKING GALE w 10'-6" n g m (2) °o A SIN n 48" BRACED WALL PANEL NAILED W/ 10d'S 0 R" O.C. ALL EDGES (2) COUPS 7 CONCRETE FOUNDATION WITH A. 5/8" DIA. BOLT WITH Double Portal Frame and hold down EMBEDMENT INTO CONCRETE: PHD2 ATTACHES TO TTUDS OR 4x OR Sa STUD WITH (10) SIMPSON CBS 1/4 x 3 IS IN WALL ABOVE. ' XT THE EXISTING FOUNDATION USE (2) COURSI EPDXY WITH.. WITH A MINIMUM OF 12" EMBEDMENT. INSTALL Comply with 2308.9.3.2 and Figure 2309 3.2 of the CTURER'6 - REQUIREMENTS. 2009 IBC. Note minimum hold downs rated at 4200 pounds and minimum header is nominal 4x12 DATE ROOF HEIGHT 13 2 A.FF. h TOP PLATE "9'6" A,F.F. COST. SOFFIT VENTS 20 NAILERS- N 0 r z PONT. RIDGE VENTING TYP. ROOF CONSTRUCTION -ARCH. SHINGLES -15 BLDG. PAPER 12 -7/16 OSB SHTG. 6 - MANUF. TRUSSES AN 24" O.C. -H1 CUPS 0 EACH TRUSS -CONY VENTING O SOFFITS -R38 BATT INSUL. -5/8" GWB W/ PVA PRIMER (2) CEILING MOUNTED LIGHT • Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 360 292 -7230 Fax 360 292 -7231 �� R. S �,A bIW WAQ7 �d , 5 m m w afsTE�� ti }w G stoxAL N'N`O'LIt CALL 48 HOURS BEFORE YOU DIG 1-800 -424 -5555 :1 CHECrED BY APPROVED BY CDP MR5 WALL CONSTRUCTION DATE 7 -30 -2012 N OVED FOR CONSTRUCTION i BY ATE 11 1 EVELOP RENT REVIEW ENGINEER � APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE. -BOARD & BATT FINISH SCA E N T Cj JOB NO: 4120 18. 10 REVISION -T1 -11 SIDING -15# BUILDING PAPER -2x6 STUDS ® 16" O.C. -R21 BATT INSUL. -5/8" OWE W/ PVA PRIMER TYP. SLAB CONSTRUCTION FLASHING -6" MIN. CONCRETE SLAB -` PRECAST - .. - #4 BAR 0 12" O.C. EA. WAY CAP -VAPOR BARRIER TYP, BRICK VENEER WALLS -6" MIN. FOUNDATION GRAVEL - 8 "x8 "x4" BRICK VENEER -TIES 0 12" O.C. MAX -WEEPS 0 24" O.C. �- - -1" AIRSPACE MIN. --� - 7/16" OSS �� „ 1✓ �' �' -15# BLDG PAPER 11 -2x6 STUDS 916" O.C. -R21 BATT INSUL. -5/8" GWB W/ PVA PRIMER . ., .. , "T BY I CKD I APPR CO 1/2 "x10" ANCHOR BOLT 0 72" O.C. & 12" FROM PLATE ENDS W/ 2.20/16" SO. CUT STEEL PLT. WASHERS TYP. 41 x PRESSURE TREATED PLATE (2) #4 BAR CONTINUOUS _r #4 #4 VERTICAL BAR 0 24" nC WE 6" TAIL TYPICAL FOUNDATION DETAIL SCALE: N.T.S. h ROOF HEIGHT 2x6 STUDS 0 16" IF. TRUSSES 0 24" O.C. BAFFLES SON H1 CLIP EACH TRUSS ROOF JOIST 0 24" O.C. r2x SUB FASCIA FASCIA _HARDI SOFFIT VENTING 2x4 LEDGE W/ (2) #10 SCREWS 0 EACH STUD TYPICAL TRUSS TO WALL DETAIL SCALE: N.T.S. USE SIMPSON WEDGEAtL ANCHOR 1/2" 0, MIN EMBED = 3 3/8" GENERATOR 4 d a 4 a aA ad d O s" IIN. POSITIVE —� �� V��AA��A��• A 3" CLEAR MIN. COMPACTED SUBGRADE #4 0 12" O.C. MAX OR 6x6- W55.W5.5 WIREMESH GENERATOR MOUNTING 3 SLAB DETAIL �J SCALE: N.T.S. PUMP HOUSE BUILDING NOTES: C2.0 THIS DRAWING PROVIDES A CONCEPTUAL DESIGN INTENDED ONLY FOR BOOSTER PUMP STATION REVIEW AND PERMIT. PUMP HOUSE BUILDING /FOUNDATION SHALL BE BIDDER DESIGNED. DESIGN SHALL MEET ALL APPLICABLE FEDERAL, ti STATE, AND LOCAL CODES. THE BUILDING CONTRACTOR SHALL PROVIDE DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. ALL PERMITS, FEES, AND NECESSARY INSPECTIONS SHALL BE THE SOLE KLSPON5151LITY OE THE CONTRACTOR. AL TURN k 10 O.C. A TRIM UPAWN BY: DESIGNED BY LWT BEP • Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 360 292 -7230 Fax 360 292 -7231 �� R. S �,A bIW WAQ7 �d , 5 m m w afsTE�� ti }w G stoxAL N'N`O'LIt CALL 48 HOURS BEFORE YOU DIG 1-800 -424 -5555 :1 CHECrED BY APPROVED BY CDP MR5 13 2" A.F.F. TOP�PLATE DATE 7 -30 -2012 N OVED FOR CONSTRUCTION i BY ATE 11 1 EVELOP RENT REVIEW ENGINEER � APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE. 9 C AFF SCA E N T Cj JOB NO: 4120 18. 10 REVISION AL TURN k 10 O.C. A TRIM ENCLOSE IN 9' HIGH CHAIN LINK FENCE, SEE PLAN PALISADES WEST YELM, WA5NNGTON A� 8' -3 3/4' A.F.F. FINISH FLOOR o BUILDING NOTES AND ARCHITECTURAL DETAILS DRAWING C2.0 :1 13 2" A.F.F. TOP�PLATE 9 C AFF ENCLOSE IN 9' HIGH CHAIN LINK FENCE, SEE PLAN PALISADES WEST YELM, WA5NNGTON A� 8' -3 3/4' A.F.F. FINISH FLOOR o BUILDING NOTES AND ARCHITECTURAL DETAILS DRAWING C2.0 1. Manifolds 8' ANSI Class 150 AISI 316SS Schedule 10s ASTM A312 or 02191mm x3mm 2. Base /Frame AISI 304SS 3. Standard system layout: Suction In Front, system connection on Left. 4. 4' lug style ANSI 150# class butterfly valves 5. NFMA 31F rated electrical panel Note: panel size will vary with options T- 0 I�25,31— .{ IN El SEESSI L-28.24 System Type: MPC -EDF 3CR90 -1 201-p + CR 20 -3 7.5hp Note: Motor Type: 3 Z 60 208 All dimensions ere t 0.5" Not for construction use unless certified. tsl Job: Ref Dimensions subject to chonge without (j 1u N EDIF05� notice. Dimensions based on factory Dwg No: 6000390 Rev: Date: Drower: JJL Foge. 1 of 1 choice components. 0 TYPICAL GRUNDFOS PUMP DETAIL SCALE: N.T.S. 2" ASME LIQUID PRESSURE RELIEF VALVE STANDARD 4 BLOCKING DETAIL SCALE: N.T.S. ASPHALTIC CONCRETE, CLASS B WSDOT STD. SPEC. 9 -02 CRUSHED SURFACING TOP COURSE WSDOT STD. SPEC. 9 -03.9 (3) u� Yz" HOSE o� BIBB 2" DRAIN LINE Z X REDUCING BUSHING 0 � �L'a ro° O O o - O o Ac, �� O�I� o`d p 0 o O Gp,�`�° (' "� O�p�,� O �' o U NOTE: a n°� ° M�OOUO °Qt oC ST ° DRAIN LINE TO BE ROUTED OUTSIDE OF _ n w 1 iii II �I II 1 I1� � PUMP HOUSE AND LOCATED TO DRAIN AWAY MAIN LINE TEE I lil� II I II I I � ` Illil 1' ll� II J� iI iri FROM FOUNDATION AND GENERATOR WITH SEE PLAN FOR SIZE _ 11 2" TEE Z #200 MESH STAINLESS STEEL SCREEN CAP. PROVIDE A MINIMUM G- INCHES OF AIR GAP BETWEEN OUTLET ELEVATION OF LINE AND MAXIMUM PONDED WATER ELEVATION. MAX. DENE COMPACTED D- 95 7 OF" MAX. DENSITY PER ASTM D- 1 557 3 HOSE BIB DETAIL 5 ACCESS DRIVEWAY SECTION SCALE: N.T.S. SCALE: N.T.S. PRESSURE RELIEF 2 VALVE DETAIL SCALE: N.T.S. C ;I.I O O 3 OVERHEAD DISTRIBUTION LINE 4 5 O OLIGHTS OELECTRIC HEATER O3 EXHAUST PAN O4 GFIOUTLETS NOTES: INTERIOR LIGHTS: (2) - I DOW EXTERIOR LIGHTS: (1) 20OW, (4) 1 DOW ONE (1) 1 500W WALL MOUNTED ELECTRIC HEATER W/ REMOTE THERMOSTAT 100 CFM EXHAUST FAN (2) 20 amp, 120V, of RECEPTICALS PUMP CONTROL PANEL WIRING TO BE PROVIDED BY MANUFACTURER (1) 7.5 HP PUMP, (3) 20 HP PUMP5. REMOTE TERMINAL UNIT (RTU) FOR 5CADA CONNECTION. WIRING TO BE COORDINATED WITH CITY OF YELM. r�� r A❑ 2 -/2" 5CH 40 PVC CONDUIT, W/ (4) 250 KCM AL WIRE � ,�� TRANSFORMER © /z' 5CH 40 PVC CONDUIT, W/ # 12 THHN CU WIRE © CONSULT MANUFACTURERS SPECIFICATIONS /2" 5CH 40 PVC CONDUIT, W/ #6 CU WIRE /zi SCH 40 PVC CONDUIT, W/ # 10 CU WIRE M� METER NOTE: SCHEMATIC ELECTRICAL DE51GN PROVIDED FOR REVIEW INFORMATION ONLY. ELECTRICAL SYSTEM SHALL BE BIDDER DESIGNED TO MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. SEE ELECTRICAL SYSTEM NOTES ON SHEET C 1 .0 AND PROJECT REPORT FOR MORE INFORMATION. 200AI 3 PHASE AUTO TRANSFER SWITCH 20A DIE5EL GENERATOR WOMOfi W40Z0LN.7 iINSI PUMP 5CADA CONTROL O5 —� O PANEL RTU 6 ONE -LINE DIAGRAM SCHEMATIC SCALE: N.T.5. 1 \ r\ 9i Fr r � + \ti k VIEW TOP IEW TOP VIEW I WYE SIDE VIEW SIDE VIEW SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND %moo ✓� ( "^ �\ i � y \\ i \' \\ %9 k % F' \> f y TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. . i r ' 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. VERTICAL BEND STANDARD BLOCKING DETAIL STANDARD 4 BLOCKING DETAIL SCALE: N.T.S. ASPHALTIC CONCRETE, CLASS B WSDOT STD. SPEC. 9 -02 CRUSHED SURFACING TOP COURSE WSDOT STD. SPEC. 9 -03.9 (3) u� Yz" HOSE o� BIBB 2" DRAIN LINE Z X REDUCING BUSHING 0 � �L'a ro° O O o - O o Ac, �� O�I� o`d p 0 o O Gp,�`�° (' "� O�p�,� O �' o U NOTE: a n°� ° M�OOUO °Qt oC ST ° DRAIN LINE TO BE ROUTED OUTSIDE OF _ n w 1 iii II �I II 1 I1� � PUMP HOUSE AND LOCATED TO DRAIN AWAY MAIN LINE TEE I lil� II I II I I � ` Illil 1' ll� II J� iI iri FROM FOUNDATION AND GENERATOR WITH SEE PLAN FOR SIZE _ 11 2" TEE Z #200 MESH STAINLESS STEEL SCREEN CAP. PROVIDE A MINIMUM G- INCHES OF AIR GAP BETWEEN OUTLET ELEVATION OF LINE AND MAXIMUM PONDED WATER ELEVATION. MAX. DENE COMPACTED D- 95 7 OF" MAX. DENSITY PER ASTM D- 1 557 3 HOSE BIB DETAIL 5 ACCESS DRIVEWAY SECTION SCALE: N.T.S. SCALE: N.T.S. PRESSURE RELIEF 2 VALVE DETAIL SCALE: N.T.S. C ;I.I O O 3 OVERHEAD DISTRIBUTION LINE 4 5 O OLIGHTS OELECTRIC HEATER O3 EXHAUST PAN O4 GFIOUTLETS NOTES: INTERIOR LIGHTS: (2) - I DOW EXTERIOR LIGHTS: (1) 20OW, (4) 1 DOW ONE (1) 1 500W WALL MOUNTED ELECTRIC HEATER W/ REMOTE THERMOSTAT 100 CFM EXHAUST FAN (2) 20 amp, 120V, of RECEPTICALS PUMP CONTROL PANEL WIRING TO BE PROVIDED BY MANUFACTURER (1) 7.5 HP PUMP, (3) 20 HP PUMP5. REMOTE TERMINAL UNIT (RTU) FOR 5CADA CONNECTION. WIRING TO BE COORDINATED WITH CITY OF YELM. r�� r A❑ 2 -/2" 5CH 40 PVC CONDUIT, W/ (4) 250 KCM AL WIRE � ,�� TRANSFORMER © /z' 5CH 40 PVC CONDUIT, W/ # 12 THHN CU WIRE © CONSULT MANUFACTURERS SPECIFICATIONS /2" 5CH 40 PVC CONDUIT, W/ #6 CU WIRE /zi SCH 40 PVC CONDUIT, W/ # 10 CU WIRE M� METER NOTE: SCHEMATIC ELECTRICAL DE51GN PROVIDED FOR REVIEW INFORMATION ONLY. ELECTRICAL SYSTEM SHALL BE BIDDER DESIGNED TO MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. SEE ELECTRICAL SYSTEM NOTES ON SHEET C 1 .0 AND PROJECT REPORT FOR MORE INFORMATION. 200AI 3 PHASE AUTO TRANSFER SWITCH 20A DIE5EL GENERATOR WOMOfi W40Z0LN.7 iINSI PUMP 5CADA CONTROL O5 —� O PANEL RTU 6 ONE -LINE DIAGRAM SCHEMATIC SCALE: N.T.5.