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Home My WebLink AboutLETTER - 22-00034 - Nitro Car WashPAVING TYPE: ASPHALT CONCRETE CONCRETE W/ ICE MELT GEODETIC DATUM = TBD 1 2 A4.1 1 A0.2 C2 6 1 10 5 7 LANE 2 LANE 1 4 10 3 4,593 SF CAR WASH BUILDING 120' CONVEYOR 15 VACUUM STALLS MOODY ROAD N 2 N D E 18 VEHICLE STACKING PR I V A T E A C C E S S R O A D 10 10 10 10 4' - 0" 6' - 0" 2' - 9" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 2' - 9"2' - 0" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 2' - 0"6' - 0" 4 PARKING STALLS 3' - 9" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 9" 8' - 0" 14' - 0" 10' - 0" 4' - 6" 15 ' - 0 " 9' - 0" 8' - 0" 6' - 6" 9' - 0"9' - 0"9' - 0" 10' - 0" 2 10' - 0" 7' - 0 " 7 ' - 0 " 24 ' - 0 " 9 ' - 0 " 3 0 ' - 0 " 2 0 ' - 0 " 7 ' - 0 " 12 ' - 0 " 12 ' - 0 " 20' - 0" 9' - 0 " 4 ' - 0 " 9 ' - 0 " 12' - 0" 14 ' - 0 " 12' - 0" 29 ' - 9 " 20 ' - 0 " 30 ' - 0 " 14' - 0" 15 ' - 0 " 6' - 0" 3' - 6" 5' - 0" 5' - 1 " 5' - 1" 47' - 6"125' - 0"55' - 6" 20 ' - 0 " 15 ' - 0 " 7' - 0 " 7 ' - 0 " 32 17 23.13 32 1 7 2 3 . 1 3 32 17 23.13 8' - 6 " 7' - 0 " 8' - 6 " 14 ' - 0 " 6' - 0 " 1 4 ' - 0 " 8 9 1:12 5' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0 " 12' - 0" 32 39 13 3' - 6" TYPICAL 9' - 0" 3' - 6" 32 39 13 32 39 13 8" D 2 4" D 4 18 " 18 " 36 " 6" R W 2 4" R W 3 4' - 6" ICE MELT AREA 921 SF 11 22 14 26.19 6" D 3 ? A7.1 2 33 36 61 12 32' - 2 1/2" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 ASI-01 A0.1 SITE PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 6/30/22 SITE PLAN NOTES A. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. B. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. C. UNLESS NOTED OTHERWISE SLOPE GRADE MAXIMUM 2% WITHIN 10' OF BUILDING, THEN MAXIMUM 5% TO MATCH EXISTING GRADE ELEVATIONS. SLOPE ALL WALKING SURFACES MAXIMUM 5% IN THE DIRECTION OF TRAVEL AND MAXIMUM 2% AT LANDING, CHANGE OF DIRECTION, AND PERPENDICULAR TO DIRECTION OF TRAVEL. D. UNLESS NOTED OTHERWISE FOR ALL EXTERIOR CONCRETE PAVEMENT PROVIDE MINIMUM 6" TYPE II, COMPACTED 95%. E. SEE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION INFORMATION. F. SEE CIVIL DRAWINGS FOR GRADING, DRAINAGE AND UTILITIES. G. ALL WORKS TAKES PLACE DURING A SINGLE AND ONLY PHASE OF THE PROJECT. H. NOT ALL UNDERGROUND PIPING AND CONDUITS FROM BUILDING TO RECLAIM TANKS IS IDENTIFIED ON THIS SHEET. SEE A1.3 AND A7.1 FOR ADDITIONAL REQUIREMENTS. I. REFER TO SHEET C.3.1 OVERALL SITE PLAN FOR SNOW STORAGE LOCATIONS. 1/16" = 1'-0" SITE PLAN1 SHEET NOTES 1 PROPERTY LINE 2 BUILDING SETBACK 3 VACUUM PRODUCER PAD 4 TRASH ENCLOSURE 5 STAINLESS STEEL ISLAND FORM, FILL WITH CONCRETE 6 ESCAPE LANE 7 TRANSFORMER PAD, SEE CIVIL/ELECTRICAL 8 RECLAIM OUTLET TO SANITARY SEWER, SEE CIVIL 9 SANITARY SEWER CLEANOUT, SEE RECLAIM A7.1 10 SIGN, POST, "DO NOT ENTER" 11 VAN ACCESSIBLE PARKING STALL & SIGN. REFER TO C.3.1 CIVIL SITE PLAN & 4/C.3.2 TYPICAL HANDICAP SIGN DETAIL 12 LIFT STATION KEYNOTES MARK:DESCRIPTION: 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 32 17 23.13 PAINTED PAVEMENT MARKING, WHITE 32 39 13 METAL BOLLARDS 33 36 61 UNDERGROUND REINFORCED CONCRETE WASTEWATER RECLAIM TANKS 0'16'8'32' NORTH SITE ANALYSIS ADDRESS : 1371 N 2ND E REXBURG, ID ZONING : COMMERCIAL SITE AREA : 51,817 SF BUILDING AREA:4,593 SF BUILDING HEIGHT:28' COMMERCIAL ZONE C: SETBACKS: -FRONT / SIDE: 10' (ABUTTING PUBLIC THOROUGHFARE) -BACK: 0'' (NO DEDICATED ALLEY OR PUBLIC WAY) -SIDES: 0' (ADJACENT COMMERCIAL OR INDUSTRIAL) PARKING : USE -OTHER 1 SPACE PER 1,000 SF OF FLOOR AREA (4,593sf) REQUIRED PROVIDED 5 19 MINIMUM 1 ADA VAN ACCESSIBLE SPACE PER SECTION 1106.1 & 1106.5 CITY OF REXBURG, ID DEVELOPMENT CODE REVISIONS #DATE 1 5/4/22 2 6/30/22 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 ASI-01 A1.6a EQUIPMENT SCHEDULE AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 6/30/22 E100 PUMPS AND MOTORS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SPECIFICATION CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE PROVIDE CONDUIT(S) PROVIDE VALVES PLUMBING IN PLUMBING IN PIPE SIZE PLUMBING OUT PLUMBING OUT PIPE SIZE STARTUP TEST BALANCE MOUNTING COMMENTS E101 PUMP HFX; HSW PUMP 1;GC O O O UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED HA/ UNIT VFD/ MOTOR GC GC O 2" O 2" O FRAME/ SLAB GRUNDFOS CRE10-10 N-GJ-A-E-HQQE E101a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - E102 PUMP HFX; HSW PUMP 2;GC O O O UG 480VAC 0 PREWIRED PREWIRED PREWIRED PREWIRED HA/ UNIT VFD/ MOTOR GC GC O 2" O 2" O FRAME/ SLAB GRUNDFOS CRE10-10 N-GJ-A-E-HQQE E102a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - - E103 BACK-UP PUMP; (FUTURE) NO CONNECTIONS - O O O - - - 0 - - - - - - - - - - - - - - - E103a PRESSURE TRANSDUCER O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - - E104 PUMP; SUMP RECLAIM; MAIN SUPPLY GC O GC GC UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED CWMS VFD/ MOTOR GC GC - - - GC 6" O TANK MAKE SURE PUMP MOTOR ROTATES IN CORRECT DIRECTION E104dd PRESSURE TRANSDUCER O - GC UG - 24VDC 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - RECLAIM MAIN E104ee PRESSURE TRANSDUCER O - GC UG - 24VDC 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - RECLAIM NIGHT E104s MOTOR HEAT SENSOR ON PUMP - O - - UG - - 0 - - - - - GC GC - - - - - - TANK E104y LOW LEVEL FLOAT; SUMP RECLAIM O O GC GC UG - 4-20mA 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC TC CWMS/ METER GC GC - -- - - - TANK E105 PUMP; SUMP RECLAIM; AT NIGHT TRENCH FLUSH GC O GC GC UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED CWMS STARTER/ MOTOR GC GC - - - GC 4" O TANK E106 PUMP; RECLAIM HIGH PRESSURE GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED VFD/ MOTOR GC GC 3" GC (2) 1.5" GC 1" SS O SLAB E107 PUMP; RECLAIM HIGH PRESSURE GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED VFD/ MOTOR GC GC 3" GC (2) 1.5" GC 1" SS O SLAB E108 PUMP; MUD BLAST GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC VFD/ MOTOR GC GC 3" GC 3" GC 1.25" SS O SLAB GRUNDFOS CR 45-5-2 A-G-A-E-HQQE E108a PRESSURE TRANSDUCER GC O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - PUMP E109 PUMP; RO PRODUCTION - O - O UG 480VAC - 0 - - PREWIRED - - GC GC - - - - - - SKID E109a LOW/HIGH LEVEL FLOAT - O - O OH 480VAC - 0 - - - - - - GC - - - - - - TANK E110 PUMP; RO DELIVERY - O - O UG 480VAC - 1 - - PREWIRED - - GC GC - - - - - - SKID E111 PUMP; RO REJECT RECOVERY - O - O UG 480VAC - 0 - - - - - GC GC - - - - - - SLAB E111a LOW LEVEL FLOAT; RO REJECT RECOVERY - O - O OH - - 0 - - - - - - GC - - - - - - TANK E112 PUMP; PRESSURE WASHER W/ WALL BRACKET GC O GC O UG 480VAC - 0 - - - - HA/ UNIT STARTER GC GC 1.5" HSW GC 1" TYPE K O 0.5" SS O WALL (BRACKET) AALADIN 443-SS W/ SOAP CONTAINER AND CLUTCH E121 MOTOR, TOP BRUSH GC O O O OH 480VAC 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E122a MOTOR, WRAPS 1 DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E122b MOTOR, WRAPS 1 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E123a MOTOR, ROCKER 1 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E123b MOTOR, ROCKER 1 DS GC O O O UG 480 - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E124a MOTOR, ROCKER 2 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E124b MOTOR, ROCKER 2 DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E125 MOTOR, TOP BRUSH 2 GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E126a MOTOR, WRAPS 2 DS GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E126b MOTOR, WRAPS 2 PS GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E127a MOTOR, TIRE SHINE DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O EQUIP PECO ELECTRIC MOTOR IN TUNNEL E127b MOTOR, TIRE SHINE PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O EQUIP PECO ELECTRIC MOTOR IN TUNNEL E130 MOTOR; SPEED DOOR & CONTROL BOX; EXIT GC O O O UG 480VAC 1 14/3 SHIELDED 3 CONDUCTOR SHIELDED x2 MCC1 TC/ UNIT CONTROLLER HA/ UNIT VFD/ MOTOR GC GC - - - - - O WALL RYTEC PREDADOOR; VFD ON WALL NEXT TO DOOR E000 WATER PROCESSING / BOILER SYSTEMS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S)PLUMBING IN PLUMBING IN PIPE SIZE PLUMBING OUT PLUMBING OUT PIPE SIZE STARTUP TEST BALANCE MOUNTING COMMENTS E001a BACKFLOW PREVENTER; 3" (PROCESS WATER) - GC GC GC -- - - - - GC 3" GC 3" - - INSTALL RPBP'S IN PARALLEL E001b BACKFLOW PREVENTER; 1 1/2" (DOMESTIC) - GC GC GC - -- - - - GC 1.5" GC 1.5" - - INSTALL RPBP'S IN PARALLEL E002 WATER SOFTENER SYSTEM; DU-PLEX GC O GC GC UG (2) 120VAC - GC PREWIRED GC GC 2" GC 2" GC SLAB VWW VS2-2000-210 - SKID MOUNTED E003a BOILER: UHE; ICE MELT GC O GC GC UG 120VAC - GC PREWIRED GC GC 1.5" GC 1.5" GC SLAB 400,000 BTU E003b ICE MELT MANIFOLDS; MULTIPLE - SEE PLAN - O - - - - -- - - - - - - - SLAB SEE VENDORS DESIGN E003c ICE MELT SENSOR - O - - UG - 4-20mA GC GC GC - - - - - PAVING SEE VENDORS DESIGN E003d THERMOSTAT SENSOR - O GC GC OH - 4-20mA GC GC GC - - - - - PAVING SEE VENDORS DESIGN E004 BOILER; UHE; WATER GC O GC GC UG 120VAC - GC GC GC GC 2" GC 2" GC SLAB 400,000 BTU E010 TRENCH TRASH COLLECTION DRAIN; SWIRLY GC O GC GC - - -- - - GC - GC 10" - TRENCH FORM IN AND POUR IN PLACE WITH TUNNEL CONVEYOR TRENCH CONCRETE E011 TANK 1; RECLAIM; 3,000 GA GC GC GC GC - - - - - - GC 12" GC 8" - GROUND SEE SHEET A7.1 E012 TANK 2; RECLAIM; 3,000 GA GC GC GC GC - - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E013 TANK 3; RECLAIM; 3,000 GA GC GC GC GC - - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E014 TANK 4; SAND/OIL INTERCEPTOR; 3,000 GA GC GC GC GC -- - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E015 TANK 5; LIFT STATION; 1,500 GA GC GC GC GC - - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E020 RECLAIM FILTER, 115VAC; 60HZ GC O GC O UG 120VAC - GC - GC GC 6" GC 6" - SLAB NETAFIM; APOLLO, 5 UNIT TWIN, 4" WASTE E030 RO UNIT SKID; 14,400 GPD GC O GC O UG - 4-20mA - - - GC 1" GC 1" SLAB - E030a RO CARBON FILTER (GAC)- O O O UG - - - - - - - - - - SKID - E030b RO PREFILTER - O O O - - - - - - - - - - - SKID - E030c RO STORAGE TANK 1; 1,500 GA GC O O O - - - - - - GC GC - SLAB - E030d RO REJECT TANK 2; 1,500 GA GC O O O - - - - - - GC GC - SLAB - E200 HYDRAULICS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S)PLUMBING IN PLUMBING OUT STARTUP TEST BALANCE MOUNTING COMMENTS E201 PUMP, HYDRAULIC, CONVEYOR GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC VFD/ MOTOR GC GC GC O O O SLAB E201a LOW OIL SENSOR - O - O UG - 24VAC 1 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET MCC CONTROLLER/ UNIT GC GC GC - - - NEEDS A SEPARATE CONDUIT TO MCC ; MULTIPLE LOW OIL LINES CAN SHARE CONDUIT WHEN EQUIPMENT IS ADJACENT TO ONE-ANOTHER. E300 AIR MOVEMENT ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PROVIDE VALVES PLUMBING IN PLUMBING OUT STARTUP TEST BALANCE MOUNTING COMMENTS E301 AIR COMPRESSOR 1 GC O GC O UG 480VAC 0 - - - - HA/ UNIT STARTER GC - GC O O O O SLAB CONNECT BOTH COMPRESSORS FROM 3/4" HOSE INTO SINGLE 1" LINE E302 AIR COMPRESSOR 2 GC O GC O UG 480VAC 0 - - - - HA/ UNIT STARTER GC - GC O O O O SLAB CONNECT BOTH COMPRESSORS FROM 3/4" HOSE INTO SINGLE 1" LINE E303a BLOWER 1 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303b BLOWER 2 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303c BLOWER 3 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303d BLOWER 4 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303e BLOWER 5 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303f BLOWER 6 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303g BLOWER 7 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303h BLOWER 8 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303i BLOWER 9 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303j BLOWER 10 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303k BLOWER 11 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303l BLOWER 12 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303m BLOWER 13 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303n BLOWER 14 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303o BLOWER 15 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303p BLOWER 16 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303q BLOWER 17 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E304 VAC PRODUCER GC O GC O UG 480VAC - 0 BELDEN 8618 1/BELDEN WEATHERBOX VFD/TRANSDUCER MDP/VFD; VFD/MOTOR GC - GC - O O O PAD WIRE VFD IN VACUUM ROOM;SEE VACUTECH DRAWINGS E304a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC - GC - - - - - - E305 VAC PRODUCER GC O GC O UG 480VAC - 0 BELDEN 8618 1/BELDEN WEATHERBOX VFD/TRANSDUCER MDP/VFD; VFD/MOTOR GC - GC - O O O PAD WIRE VFD IN VACUUM ROOM;SEE VACUTECH DRAWINGS E305A PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC - GC - - - - - - SCHEDULE KEY B- BOBRICK ACCESSORY CATOLOGUE NUMBERS GC GENERAL CONTRACTOR O OWNER OC OWNERS CONSTRUCTION FORCES NA NOT APPLICABLE / R RECESSED APPLICATION V VARIES GREY COLOR INDICATES NOT APPLICABLE EXXX HAVE CUT SHEET(S) FOR THESE ITEMS DEFINITIONS FURNISHED SET IN PLACE INSTALLED HARDWIRE PROVIDE CONDUIT PROVIDE VALVES PLUMBING CONNECTION SUPPLIED TO SITE AT OWNERS OR GENERAL CONTRACTORS CHOSEN LOCATION MOVED FROM ANY LOCATION ON PROPERTY AND SET IN APPROPRIATE PLACE. THIS LOCATION SHALL BE CONFIRMED BY THE OWNER OR OWNER'S REPRESENTATIVE EQUIPMENT TO BE FASTENED, MOUNTED OR SECURED IN PLACE CONNECT CONDUCTORS FROM SOURCE TO EQUIPMENT; THIS INCLUDES BOTH POWER AND CONTROL CONDUCTORS EXTEND APPROPRIATE CONDUIT FROM SOURCE TO EQUIPMENT AND PROVIDE BOX AS NECESSARY. SEE SCHEDULE FOR ROUTING OVERHEAD OR UNDERGROUND RECESSED APPLICATION THIS INCLUDES VALVES AND ALL NECESSARY PLUMBING FITTINGS FOR COMPLETE, CODE COMPLIANT INSTALLATION. ALL CODE REQUIRED VALVES MAY NOT BE SHOWN. IT IS THE GENERAL CONTRACTORS PROVIDE PIPING AND FITTINGS REQUIRED AND MAKE FINAL CONNECTION TO EQUIPMENT FOR ALL WATER, SEWER, GAS, AND COMPRESSED AIR SYSTEMS REVISIONS #DATE 1 6/30/22 T/O FLOOR 100' -0" 3 A7.1 D2 4b4a SAND / OIL INTERCEPTOR 3 THIRD SETTLING TANK 2 SECOND SETTLING TANK 1 FIRST SETTLING TANK 68 7 DIRECTION OF FLOW 4 11 1110 1110 5 5 5 3 7 7 10 3 33 12 12 12 12 RW 2 RW 3 SL 3 SL 3 SL 3 RW5 RW5 RW5 93.26 (4872.76) IE LIFT STATION 92.60 IE 92.60 IE 92.27 IE 92.27 IE C5 a C5 b C5 c C5 d D3 93.26 IE 91.93 (4871.43) IE 91.75 (4871.25) IE E105 E104 4" 4" 4" 92.93 IE 2' - 0 " 92.43 IE92.43 IE 92.93 IE 91.58 (4871.08) IE 91.58 (4871.08) IE 91.42 (4870.92) IE E011 E012 E013 E014 E015 1 A7.1 3 A7.1 SL 3 SL 3 D2 12 3 4b4a 4 SAND/OIL INTERCEPTOR 2 3 5 1110 3 THIRD SETTLING TANK 7 12 3 5 1110 2 SECOND SETTLING TANK 12 5 1 FIRST SETTLING TANK 68 7 7 1110 DIRECTION OF FLOW 3 1 SL 3 13' - 0"3' - 4"13' - 0"3' - 4"13' - 0"3' - 4"13' - 0" D3 LIFT STATION RW 3 RW 2 E105 E104 E014 E015 1 1 12 12 12 RW5 RW5RW5 E013E012E011 T/O FLOOR 100' -0" T/O FOOTING 97' -10" B C D 95.56 B.T. 94.00 BP TRASH PIT CONVEYOR TRENCH 106 EQUIPMENT 109 WASH TUNNEL 05 53 00 05 53 00 1FIRST SETTLING TANK A7.1 4 A1.2 3 95.52 IE 1/4" / 12" 95.35 IE 8" D2 8" D2 10" D1 93.96 IE 1 A7.1 93.26 IE 1/4" / 12" T/O FLOOR 100' -0" 93.96 IE 95.35 IE 05 53 00 05 53 00 95.01 TG 03 15 13 10" INLET FROM TRENCH 8" OUTLET TO RECLAIM TANK 94.00 BP A1.2 4 A1.2 4 A1.2 6 A1.2 6 05 53 00.1 05 53 00.1 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 ASI-01 A7.1 RECLAIM SYSTEM DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 6/30/22 SHEET NOTES 1 24" CONTINUOUS PRECAST MANHOLE, LID AND FRAME, TYPICAL. 2 30" CONTINUOUS PRECAST MANHOLE, LID AND FRAME, TYPICAL. 3 FIXED LADDER PROVIDED BY TANK MANUFACTURER, TYPICAL. FIRST LADDER RUNG SHALL BEGIN NO MORE THAN 12" ABOVE BOTTOM OF TANK AND EXTEND UP INTO TANK GOOSENECK WITH THE HIGHEST LADDER RUNG NO MORE THAN 12" BELOW MANHOLE RIM ELEVATION. 4 PROVIDE PIPING AT INTERIOR AND EXTERIOR OF GREASE INTERCEPTOR TO MEET LOCALLY ADOPTED CODES AND STANDARDS. SUBMIT RFI IF DESIGN DOES NOT CONFORM TO LOCAL JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHALL REVIEW REQUIREMENTS WITH PLUMBING INSPECTOR PRIOR TO FABRICATION. 5 ALL PIPES TO TANKS AND BETWEEN TANKS ARE 8" SCH40 PVC UNLESS INDICATED OTHERWISE. 6 8" SCH40 PVC WITH CAST IRON GCO - GRADE CLEAN-OUT. COVER TO BE INSCRIBED "SANITARY SEWER CLEANOUT". 7 EXTEND PIPE DOWN WALL TO HEIGHT INDICATED AND ATTACH WITH P1000-ST 316 STAINLESS STEEL UNISTRUT PARALLEL TO PIPE WITH SS CUSH-A-CLAMP CONNECTOS. ANCHOR UNISTRUT TO TANK WITH SS WEDGE ANCHORS AT 12" O.C. 8 3" SCH-40 PVC VENT TO EXTEND TO INSIDE STUD WALL CAVITY AND VTR WITH TERMINATION. ROUTING PER GC. 10 1 1/2" SCH80 PVC AT LID FOR AIR, SECURE TO WALL TO 3' ABOVE BOTTOM OF TANK WITH SS UNISTRUT, SEE SHEET A1.2 FOR TERMINATION AT BUILDING. 11 1" SCH80 PVC AT LID FOR OZONE, SECURE TO WALL TO 3' ABOVE BOTTOM OF TANK WITH SS UNISTRUT. 12 SEE CIVIL FOR CONTINUATION. GENERAL NOTES A. TANKS: STRUCTURAL ENGINEERING DESIGN OF TANKS IS RESPONSIBILITY OF THE CONTRACTOR. PROVIDE STAMPED AND SEALED SHOP DRAWING SUBMITTAL FOR ARCHITECT'S REVIEW. DESIGN SHALL ASSUME VEHICLE LIVE LOAD FOR (HL-93 DESIGN TRUCK) = 32 KIP (SINGLE AXLE). B. THE CIVIL ENGINEER WILL PROVIDE MANHOLE RIM ELEVATIONS. IT IS CONTRACTOR'S RESPONSIBILITY TO REQUEST / VERIFY RIM ELEVATIONS WITH CIVIL ENGINEER. C. TANKS: IF TANKS ARE MANUFACTURED WITH MULTIPLE SECTIONS, PROVIDE (2) CONTINUOUS VOLCLAY WATER STOP STRIPS OR WATERPROOFING MEASURE RECOMMENDED BY TANK MANUFACTURER AT EACH JOINT. D. TANKS: MODIFY MANUFACTURER'S STANDARD PRECAST TANK SPECIFICATIONS TO MATCH REQUIREMENTS INDICATED. E. TANKS: ALL HOLES FOR INLET / OUTLET PIPES SHALL BE CORE DRILLED. PROVIDE A WATER TIGHT SEAL (KOR-N-SEAL I OR LINK-SEAL CONNECTORS). GROUTED CONNECTIONS ARE NOT PERMITTED. F. TANKS: TANK WATERTIGHTNESS IS RESPONSIBILITY OF THE CONTRACTOR. FILL TANKS AND TEST WATERTIGHTNESS PRIOR TO BACKFILLING. G. MANHOLE COVERS AND FRAMES: PROVIDE RECESSED FLUSH HEAVY DUTY TRAFFIC RATED ASTM A48 FIBERGLASS BOLT DOWN MANHOLE COVER. PROVIDE 32mm (1-1/4") MINIMUM LETTERS INDICATING "RECLAIM". LABELING AT MANHOLE COVERS WITH LADDERS TO READ "LADDER". H. MANHOLE: PRECAST MANHOLE TO EXTEND FROM TOP OF TANK TO UNDERSIDE OF MANHOLE LID. SET LID PER MANUFACTURER'S INSTRUCTIONS. I. TANKS: IT IS CONTRACTOR'S RESPONSIBILITY TO REQUEST / VERIFY RIM ELEVATIONS WITH GRADING PLAN DESIGNER WHEN NOT ILLUSTRATED ON GRADING PLAN. J. TANKS: SEE EQUIPMENT SCHEDULE FOR TANK RESPONSIBILITY MATRIX. K. PIPING: ALL PIPING TO TANKS, BETWEEN TANKS, INSIDE OF TANKS AND BACK TO BUILDING IS RESPONSIBILITY OF THE CONTRACTOR. TERMINATE PIPING A MINIMUM OF 203mm (8") PAST INSIDE OF TANK. A SINGLE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING INCLUDING WHERE THE PIPES STUB UP INSIDE THE BUILDING AT THE EQUIPMENT ROOM. L. PIPING: ALL PIPES TO, BETWEEN AND INSIDE OF TANKS ARE 300mm (12") SCH40 PVC UNLESS INDICATED OTHERWISE. TERMINATE PVC PIPING A MINIMUM OF 200mm (8") PAST INSIDE FACE OF TANK WALL. M. PROTECT EXISTING AND NEW TANKS AND PIPING DURING CONSTRUCTION ACTIVITIES. IT IS RESPONSIBILITY OF CONTRACTOR FOR CONSTRUCTION DAMAGE TO EXISTING AND NEW TANK ASSEMBLIES AND PIPING. N. LADDERS: EXTEND FROM BOTTOM OF TANK TO TOP OF MANHOLE LID. MAXIMUM RISER FROM TANK BOTTOM TO GRADE AT LID TO BE 305mm (12"). USE BASIS-OF-DESIGN LADDER OR MANUFACTURED STEP PER LANE POLYPROPYLENE P-10938 OR EQUAL. O. INSTALL XYPEX WATERPROOFING AT CONCRETE TANK WALLS, TRASH PIT WALLS, PUMP PIT WALLS, CONVEYOR TRENCH WALLS. P. ABBREVIATIONS: a. BP = BOTTOM OF PIT b. BT = BOTTOM OF TRENCH c. IE = INVERT ELEVATION AT PIPE d. TG = TOP OF GRATING RECLAIM PIPE SCHEDULE #DESCRIPTION RW1 6" SCH80 PVC RECLAIM WATER HEADER PIPING FROM FILTER TO PUMPS AND TRENCH FLUSH RW2 6" SCH80 PVC RECLAIM WATER FROM SUMP PUMP TO FILTER RW3 4" SCH80 PVC RECLAIM WATER FROM NIGHT TIME SUMP PUMP. STUB UP AT EQUIPMENT ROOM AND CONNECT TO VERTICAL LEG OF RW4 PUMBING WITH WYE FITTING ARRANGED FOR DOWNWARD FLOW AT 12" ABOVE SLAB RW4 6" SCH40 PVC RECLAIM WATER TRENCH FLUSH PIPE ASSEMBLY. PROVIDE CONSTANT DOWNWARD SLOPE EACH DIRECTION FROM WYE FITTING AS ILLUSTRATED TO SIDEWALL OF TRENCH. PIPE INVERT AT TRENCH TO BE 3" ABOVE GUTTER FLOOR OF TRENCH TO ACCOMMODATE WATERSTOP ASSEMBLIES. RW5 8" SCH40 PVC RECLAIM WATER SANITARY TEE BETWEEN TANKS. PIPE INVERT AT EACH TANK TO BE SAME ELEVATION AS INLET PIPE RW1 RECLAIM CONDUIT SCHEDULE #DESCRIPTION C5a CONDUIT TO MCC FOR SUMP PUMP VFD CABLES. SEE SHEET A1.2b FOR CONDUIT RUNS AND STUB-UP LOCATIONS C5b CONDUIT TO MCC FOR SUMP PUMP VFD CABLES. SEE SHEET A1.2b FOR CONDUIT RUNS AND STUB-UP LOCATIONS C5c 1" PVC CONDUIT TO TC FOR FLOAT CONDUCTORS C5d 1" PVC CONDUIT TO TC FOR HEAT SENSOR CONDUCTORS 1/4" = 1'-0" RECLAIM SYSTEM SECTION1 1/4" = 1'-0" RECLAIM SYSTEM PLAN VIEW2 NORTH 0'4'2'8' 1/4" = 1'-0" RECLAIM / TRASH PIT / TRENCH SECTION3 3/4" = 1'-0" TRASH PIT4 KEYNOTES MARK:DESCRIPTION: 03 15 13 WATERSTOP, SERRATED 05 53 00 METAL GRATING, OWNER PROVIDED, AMD 1.5x1.5x1.5 MOLDED PROFILE NUMBER 14, YELLOW, OR APPROVED EQUAL 05 53 00.1 1.75" x 1.75" x 1/4" FEMALE EMBED ANGLE AT PERIMETER OF SLAB OPENING FOR OWNER PROVIDED GRATING. PROVIDE 1/4" x 2" NELSON STUDS AT 12" O.C. REVISIONS #DATE 1 6/30/22 fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp to b t o b to b t o b to b tobtobtobtobtobtobtobtobtobtob tob tob tob tob tob tob tob tob tob tob to b to b to b to b to b to b to b to b t o b to b to b to b to b to b to b to b tob to b 14'' w 14'' w 14'' w 14'' w 14'' w s s s IR R IR R IR R IR R IR R IR R 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W SS SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S s S s sssssssssss S SSSSSSSS S SS SS SS EX-SSMH - 1 100LF 4" WATER SERVICE 49LF 4" WATER SERVICE 8LF 4" WATER SERVICE 4878 48 7 8 4 8 7 8 4878 4 8 7 8 4878 4878 48784878 4879 4879 STRUCTURE - (22) RIM: 4868.10 INV: 4872.02 4" (N) SS LIFT STATION RIM: 4879.00 INV IN: 4870.59 8" (S) INV IN: 4871.08 8" (W) INV OUT: 4871.08 8" (N) INV OUT: 4871.25 4" (E) REC TANK 2 RIM: 4878.24 INV IN: 4872.43 8" (W) INV OUT: 4872.10 8" (E) REC TANK 1 RIM: 4878.19 INV IN: 4872.76 8" (N) INV OUT: 4872.43 8" (E) SSMH 5 RIM: 4878.03 INV IN: 4858.00 12" (E) INV IN: 4858.23 8" (S) INV OUT: 4857.90 12" (W) SS PLUG - 2 INV OUT: 4873.50 8" (S) SS PLUG - 1 INV OUT: 4873.50 4" (S) INV: 4872.93 4" (E) SSMH 3 RIM: 4872.37 INV IN: 4872.00 4" (W) SSMH 4 RIM: 4878.63 INV OUT: 4870.86 8" (N) 40LF OF 4" SS @ 1.41% 91LF OF 4" SS @ 1.00% 68LF OF 8" SS @ 0.40% 15 0 L F O F 8 " S S @ 8 . 5 8 % 121LF OF PRESSURIZED SS 36LF OF 8" SS @ 0.97% GI 1 RIM: 4878.47 INV IN: 4871.93 4" (N) INV IN: 4871.77 8" (W) INV IN: 4871.93 4" (S) INV OUT: 4871.43 8" (E) 9LF OF 4" SS @ 1.00% REC TANK 3 RIM: 4878.32 INV IN: 4872.10 8" (W) INV OUT: 4871.77 8" (E) 28LF OF 8" SS @ 2.62% 4 8 7 8 48 7 8 48 7 8 8" SS PIPE TO SURFACE - SEE ARCHITECTURAL PLANS FOR DETAILS 3" SS PIPE TO SURFACE - SEE ARCHITECTURAL PLANS FOR DETAILS 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 OV E R A L L U T I L I T Y P L A N RE X B U R G N O R T H N I T R O C A R W A S H 10 0 E M O D D Y R D , RE X B U R G , I D A H O 10 C.5.0 SHEET C.7.0 SH E E T C . 7 . 2 SH E E T C . 7 . 1 MOODY ST NO R T H 2 N D E A S T WATER KEYNOTES TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 16" X 4" TEE 36 37 38 39 40 41 42 43 44 45 SEWER KEYNOTES INSTALL RECLAIM TANKS AND RECLAIM SYSTEM PER ARCHITECTURAL PLANS INSTALL 4" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 6" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC SD-506 INSTALL SANITARY SEWER MAIN LINE (SIZE, LENGTH, AND SLOPE PER PLANS) INSTALL 1500 GALLON GREASE INTERCEPTOR PER ARCHITECTURAL PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501A, SIZE PER PLAN INSTALL GREASE INTERCEPTOR SAMPLING PORT 1500 GALLON CONCRETE VAULT FOR LIFT STATION 51 52 53 54 55 56 57 58 59 60 40 51 51 52 52 54 56 56 56 56 59 52 60 58 58 TIE INTO EXISTING SS MANHOLE CONTRACTOR TO FIELD VERIFY LOCATION 45 42 42 53 40 LF 52 LF 35 LF 57 40 LF INSTALL SS RECLAIM TANK SERVICES PER ARCHITECTURAL PLANS PROPOSED BUILDING FFE = 4879.50' ARCH PLAN 100 TIE IN TO EXISTING SS, CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION 1.LIFT STATION TO BE DESIGNED BY OTHERS 2.RECLAIM SYSTEM TO BE DESIGNED BY ARCHITECT. SHEET NOTE 55