Loading...
HomeMy WebLinkAboutDDW-2024-007101P R O J E C T D R A W I N G S CERTIFICATION Advanced Engineering and Environmental Services, Inc. CIVIL ENGINEER ENGINEERING TEAM Certification Of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively. Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 0 - G e n e r a l \ P l a n S h e e t s \ G I - C o v e r S h e e t . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Fr i d a y , N o v e m b e r 1 2 , 2 0 2 1 2 : 1 9 : 5 4 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : CO V R PREPARED FOR: P R O J E C T D R A W I N G S Western-Enviro Resources, Inc. LANDSCAPE ARCHITECT Advanced Engineering and Environmental Services, LLC CIVIL ENGINEER ELECTRICAL ENGINEER PROCESS ENGINEER Advanced Engineering and Environmental Services, LLC Advanced Engineering and Environmental Services, LLC KFI Engineers, Inc. MECHANICAL ENGINEER I & C ENGINEER Advanced Engineering and Environmental Services, LLC STRUCTURAL ENGINEER Advanced Engineering and Environmental Services, LLC 3600 WEST 10200 SOUTH PUMP STATION SOUTH JORDAN, UTAH Owner Project No.: AE2S Project No.: SEPT. 2021 4199 11910-2020-002 Advanced Engineering and Environmental Services, LLC 3400 N. Ashton Blvd Ste 105 Lehi, UT 84043 (t) 701-746-8087 www.ae2s.com CONFORMED SET N H R O T 1 G002 PROJECT LOCATION MAP SALT LAKE COUNTY N H R O T 2 G002 PROJECT VICINITY MAP SALT LAKE COUNTY N H R O T 3 G002 PROJECT AERIAL MAP SOUTH JORDAN, UTAH STATE OF UTAH Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 0 - G e n e r a l \ P l a n S h e e t s \ G I - L o c a t i o n _ V i c i n i t y _ M a p . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 : 2 1 : 4 7 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : LO C M A P PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LO C A T I O N A N D V I C I N I T Y M A P CONST. IPS AB BG SEPT. 2021 11910-2020-002 G002 CITY OF SOUTH JORDAN PROJECT LOCATION PROJECT CITY SOUTH JORDAN, UT PROJECT ADDRESS 3568 W 10200 S, SOUTH JORDAN, UT BA N G E R T E R H W Y W 10200 S S 3 5 4 0 W 34 9 0 W 11 - 1 2 - 2 1 CO N F O R M E D T O B I D BG SHEET NUMBER SHEET TITLE GENERAL (G) G001 COVER SHEET G002 LOCATION AND VICINITY MAP G003 DRAWING INDEX CIVIL (C) C001 STANDARD DRAFTING CONVENTIONS C002 STANDARD LEGEND C003 CONSTRUCTION NOTES C004 CONSTRUCTION NOTES C100 EXISTING CONDITIONS C101 DEMOLITION PLAN C102 SITE PLAN C103 SITE GRADING C104 SITE PIPING C105 48IN SUCTION WM PLAN & PROFILE C106 42IN DISCHARGE WM PLAN & PROFILE C107 24IN & 36IN DISCHARGE WM PLAN & PROFILE C108 4IN SANITARY SEWER PLAN & PROFILE C109 12IN PVC WATER DRAIN PLAN & PROFILE C500 VALVE VAULT DETAILS C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS C503 CONSTRUCTION DETAILS C504 CONSTRUCTION DETAILS C505 CONSTRUCTION DETAILS C506 CONNECTION DETAILS LANDSCAPE (L) L101 LANDSCAPE PLAN L102 LANDSCAPE PLAN L103 MATERIALS & DIMENSION PLAN L104 LANDSCAPE DETAILS L201 IRRIGATION PLAN L202 IRRIGATION PLAN L203 IRRIGATION DETAILS L204 IRRIGATION DETAILS STRUCTURAL (S) S001 GENERAL NOTES AND TABLES S002 DESIGN AND INSPECTION TABLES S101 SUMP PLAN S102 FOUNDATION PLAN S103 OPERATION LEVEL PLAN S104 ROOF PLAN S110 LIFE SAFETY PLAN S201 EXTERIOR ELEVATION S202 EXTERIOR ELEVATION S301 BUILDING SECTION S302 BUILDING SECTION S303 STAIR SECTIONS S501 WALL DETAILS S502 WALL DETAILS S511 FRAMING DETAILS S512 FRAMING DETAILS S513 FRAMING DETAILS S601 SCHEDULES S602 DOOR SCHEDULE AND DETAILS S701 STANDARD DETAILS S702 STANDARD DETAILS S703 STANDARD DETAILS S901 ISOMETRIC PROCESS (P) SHEET NUMBER SHEET TITLE GENERAL (G)PROCESS (P) P001 PROCESS SYMBOLS AND ABBREVIATIONS P002 PROCESS ELEVATION PROFILE P101 GALLERY LEVEL - OVERALL PLAN P102 OPERATIONS LEVEL - OVERALL PLAN P300 PUMP STATION - SECTION P301 PUMP STATION - SECTION P302 PUMP STATION - SECTION P303 PUMP STATION - SECTION P304 PUMP STATION - SECTION P500 PROCESS STANDARD DETAILS P501 PROCESS STANDARD DETAILS P502 PROCESS STANDARD DETAILS P600 PROCESS SCHEDULES P601 3D VIEW P602 3D VIEW P603 3D VIEW MECHANICAL (M) M001 MECHANICAL COVER PAGE M002 MECHANICAL SYMBOLS AND ABBREVIATIONS M101 SUMP LEVEL PLUMBING PLAN M102 GALLERY LEVEL PLUMBING PLAN M103 OPERATIONS LEVEL PLUMBING PLAN M104 GALLERY LEVEL HVAC PLAN M105 OPERATIONS LEVEL HVAC PLAN M501 MECHANICAL DETAILS M502 PLUMBING DETAILS M601 RISER DIAGRAMS M602 MECHANICAL SCHEDULES M603 MECHANICAL SEQUENCES OF OPERATION ELECTRICAL (E) E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS E002 OVERALL ELECTRICAL SITE PLAN E003 ENLARGED ELECTRICAL SITE PLAN E004 ENLARGED ELECTRICAL GROUNDING PLAN E101 GALLERY LEVEL PROCESS ELECTRICAL PLAN E102 OPERATIONS LEVEL PROCESS ELECTRICAL PLAN E103 ROOF LEVEL PROCESS ELECTRICAL PLAN E104 GALLERY LEVEL LIGHTING, GENERAL POWER AND MECHANICAL PLAN E105 OPERATIONS LEVEL LIGHTING, GENERAL POWER AND MECHANICAL PLAN E106 OPERATIONS LEVEL SYSTEMS PLAN E107 LIGHTNING PROTECTION PLAN E501 VARIOUS DETAILS E502 VARIOUS DETIALS E601 PUMP STATION NETWORK DIAGRAM E602 PUMP STATION ONE-LINE DIAGRAM E603 PUMP STATION ONE-LINE DIAGRAM E604 SECURITY SYSTEM ONE-LINE DIAGRAM E605 VFD WIRING SCHEMATIC E606 RVSS WIRING SCHEMATIC AND EXTERIOR LIGHTING CONTACTOR SCHEMATIC E607 PANEL SCHEDULES E608 LIGHTING FIXTURE SCHEDULE E609 MECHANICAL SYSTEMS EQUIPMENT CONNECTION SCHEDULE E610 CONDUCTOR AND CONDUIT SCHEDULE E611 CONDUCTOR AND CONDUIT SCHEDULE E612 CONDUCTOR AND CONDUIT SCHEDULE INSTRUMENTATION AND CONTROLS (IC) IC001 PROCESS AND INSTRUMENTATION DIAGRAM SYMBOLS AND ABBREVIATIONS IC101 EXISTING METER VAULTS IC102 EXISTING PUMP STATION IC103 EXISTING PUMP STATION CONTINUED IC104 EXISTING PUMP STATION CONTINUED AND SURGE TANK VAULT IC105 PROPOSED PUMP STATION IC106 PROPOSED PUMP STATION CONTINUED IC107 PROPOSED PUMP STATION CONTINUED IC108 PROPOSED SURGE TANK IC109 ELECTRICAL EQUIPMENT Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 0 - G e n e r a l \ P l a n S h e e t s \ G I - D r a w i n g I n d e x . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 : 2 3 : 1 4 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : IN D X PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H DR A W I N G I N D E X CONST. IPS AB BG SEPT. 2021 11910-2020-002 G003 G003 G GENERAL C CIVIL L LANDSCAPE S STRUCTURAL P PROCESS M MECHANICAL E ELECTRICAL IC INSTRUMENTATION & CONTROL 000 GENERAL 100 PLANS 200 ELEVATIONS 300 SECTIONS 400 LARGE SCALE DRAWINGS 500 DETAILS 600 SCHEDULE AND DIAGRAMS 700 USER DEFINED SHEET NUMBERING LEGEND 11 - 1 2 - 2 1 CO N F O R M E D T O B I D BG DRAWING, SECTION AND DETAIL CONVENTIONS X XX PLAN DRAWING TITLE 50'0 50'100' SECTION A-A X XX X XX AA H T R O N CONSTR ACTUAL REF: X XX C10, C12, C14 DETAIL TITLE SCALE: NONE X XX SECTION TITLE 50'0 50'100' SHEET WHERE DETAIL IS CALLED FROM (EVERY OCCURRENCE) SHEET WHERE DRAWN DETAIL NUMBER SHEET WHERE DRAWN DETAIL NUMBER SHEET WHERE DRAWN DETAIL NUMBER AREA OF DETAIL SHEET WHERE DRAWN DETAIL NUMBER GRAPHIC SCALE SHEET WHERE DRAWN DETAIL NUMBER GRAPHIC SCALE DRAWING SUB-TITLE SECTION CUT WITHIN SAME DETAIL DRAWING ACTUAL NORTH REFERENCE NORTH (ORIENTED TO SITE OR STRUCTURE) CIVIL DRAWING SYMBOLS 100'-0"± FLOOR 100'-0"± FLOOR 108'-0" WALL 108'-0" FLOOR 1 1 EQUIP 1 1 EXISTING ELEVATION & LOCATION IN SECTION VIEW (CONTRACTOR TO VERIFY) EXISTING ELEVATION & LOCATION IN PLAN VIEW (CONTRACTOR TO VERIFY) PROPOSED ELEVATION & LOCATION IN SECTION VIEW PROPOSED ELEVATION & LOCATION IN PLAN VIEW BREAKLINE (OBJECT CONTINUES, DRAWING ENDS) DIRECTION OF FLOW CONSTRUCTION NOTES DEMOLITION NOTES EQUIPMENT SCHEDULE ITEMS EXISTING NOTES PIPING SCHEDULE ITEMS &- AND ∠- ANGLE @ - AT ℄- CENTERLINE °- DEGREES Δ - DELTA Ø - DIAMETER o - SQUARE ±- PLUS / MINUS ABS - ACRYLONITRILE-BUTADIENE-STYRENE ACI - AMERICAN CONCRETE INSTITUTE ACP - ASBESTOS CEMENT PIPE ADD'L - ADDITIONAL ADDM.- ADDENDUM ADJ.- ADJUSTABLE AGGR.- AGGREGATE ALT.- ALTERNATE APPR.- APPROACH APPROX.- APPROXIMATE APPURT.- APPURTENANCE ARCH.- ARCHITECT or ARCHITECTURAL AR MH - AIR RELEASE MANHOLE ARV - AIR RELEASE VALVE ASSY.- ASSEMBLY ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS AVE - AVENUE AVV - AIR / VACUUM VALVE BFV - BUTTERFLY VALVE BITUM.- BITUMINOUS BL - BUILDING LINE BLDG.- BUILDING BLK.- BLOCK B.O.- BY OTHERS BP - BEGINNING OF PROJECT BRG.- BEARING BSMT.- BASEMENT BVC - BEGIN VERTICAL CURVE C-C - CENTER TO CENTER C&G - CURB AND GUTTER CB - CATCH BASIN CDF - CONTROLLED DENSITY FILL CF - CUBIC FEET CI - CAST IRON CIP - CAST IRON PIPE C.I.P.- CAST IN PLACE CJ - CONSTRUCTION JOINT CL - CENTERLINE CMP - CORRUGATED METAL PIPE CO - CLEANOUT CONC.- CONCRETE CONSTR.- CONSTRUCTION CONT.- CONTINUOUS CNTRL.- CONTROL CSP - CORRUGATED STEEL PIPE CSV - CURB STOP VALVE CTR - CENTER CU - COPPER CY - CUBIC YARD DEPR.- DEPRESSION DTL - DETAIL DI or D.I.- DUCTILE IRON DIA.- DIAMETER DIM.- DIMENSION DIP - DUCTILE IRON PIPE DIST.- DISTANCE DR - DRIVE DRWY - DRIVEWAY DWG.- DRAWING E.- EAST E-W - EAST TO WEST EA.- EACH E.F.- EACH FACE EJ - EXPANSION JOINT ELEC.- ELECTRICAL ELEV.- ELEVATION EP - END OF PROJECT EQ.- EQUAL EVC - END VERTICAL CURVE E.W.- EACH WAY EXIST.- EXISTING EXP.- EXPANSION FDN.- FOUNDATION FIN.- FINISH FL - FLOW LINE OR FLANGE FLR.- FLOOR FM - FORCE MAIN FRP - FIBERGLASS REINFORCED PLASTIC FT.- FOOT G&S - GROOVE AND SHOULDER GA.- GAGE GALV.- GALVANIZED GR.- GRADE GRD.- GROUND GV - GATE VALVE H - HATCH HDD - HORIZONTAL DIRECTIONAL DRILLING HDPE - HIGH DENSITY POLYETHYLENE HORZ.- HORIZONTAL HR.- HANDRAIL HT.- HEIGHT HYD - HYDRANT I.D.- INSIDE DIAMETER I.E.- INVERT ELEVATION IN.- INCH INSUL - INSULATION INV.- INVERT JT.- JOINT K - RATE OF CURVATURE L - LENGTH OF CURVE LB - POUND LCCP - LINED CONCRETE CYLINDER PIPE LF - LINEAR FEET LVC - LENGTH OF VERTICAL CURVE LVL - LEVEL MAX.- MAXIMUM MECH - MECHANICAL MFG.- MANUFACTURER MH - MANHOLE MJ or M.J.- MECHANICAL JOINT MIN.- MINIMUM MNDOT - MINNESOTA DEPARTMENT OF TRANSPORTATION MTDOT - MONTANA DEPARTMENT OF TRANSPORTATION MTR.- METER N.- NORTH N-S - NORTH TO SOUTH NA - NOT APPLICABLE NDDOT - NORTH DAKOTA DEPARTMENT OF TRANSPORTATION NPT - NIPPLE NTS - NOT TO SCALE O.C.- ON CENTER O.D.- OUTSIDE DIAMETER OH.- OVERHEAD OPNG.- OPENING OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC - POINT OF CURVATURE PC - PRECAST P.C.C.- PORTLAND CEMENT CONCRETE PE - POLYETHYLENE PE or P.E.- PLAIN END PEP - POLYETHYLENE PIPE PI - POINT OF INTERSECTION PO - PUSH ON POLY PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PT - POINT OF TANGENCY PLV - PLUG VALVE PVC - POLYVINYL CHLORIDE PVI - POINT OF VERTICAL INTERSECTION R or RAD - RADIUS R.- RISER RCCP - REINFORCED CONCRETE CYLINDER PIPE RCP - REINFORCED CONCRETE PIPE RDL - ROOF DRAIN LINE RES - RESERVOIR REQ'D.- REQUIRED REQ'MTS.- REQUIREMENTS RJ - RESTRAINED JOINT S.- SOUTH S-N - SOUTH TO NORTH SAN - SANITARY SCH.- SCHEDULE SD - STORM DRAIN SECT.- SECTION SF - SQUARE FEET SIM.- SIMILAR SS - SANITARY SEWER SSSL - SANITARY SEWER SERVICE LEAD ST - STREET STA - STATION STD.- STANDARD STL.- STEEL STN. STL.- STAINLESS STEEL STR.- STRUCTURAL STRUCT - STRUCTURAL SUP.- SUPPORT SWPP - STORM WATER POLLUTION PROTECTION SY - SQUARE YARD TEMP.- TEMPORARY THK.- THICK TOC - TOP OF CASTING T.O.P.- TOP OF PIPE TOS - TOP OF STEEL TYP.- TYPICAL UON - UNLESS OTHERWISE NOTED USACE - U.S. ARMY CORPS OF ENGINEERS VCP - VITRIFIED CLAY PIPE VERT.- VERTICAL W.- WEST W-E - WEST TO EAST W/- WITH W/O - WITHOUT WM - WATERMAIN WRF - WATER RECLAMATION FACILITY WSL - WATER SERVICE LEAD WTF - WATER TREATMENT FACILITY WTP - WATER TREATMENT PLANT WWF - WELDED WIRE FABRIC WWTP - WASTE WATER TREATMENT PLANT CIVIL ABBREVIATIONS (OTHER ABBREVIATIONS MAY APPEAR ON DRAWINGS ASSOCIATED WITH SPECIFIC WORK) Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - S t a n d a r d _ L e g e n d . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 5 : 0 9 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : C- L G N D - C O N V PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H ST A N D A R D D R A F T I N G C O N V E N T I O N S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C001 GENERAL NOTES 1.THE CONTRACTOR IS TO FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. 2.LEGEND SYMBOLS AND ABBREVIATIONS ON THIS SHEET ARE SUPPLIED FOR REFERENCE. THE FEATURES MAY OR MAY NOT BE PRESENT IN PLAN SET. WATER DESCRIPTION EXISTING PROPOSED PIPE WATER MAIN WATER SERVICE STRUCTURES MANHOLE METER MANHOLE ARV MANHOLE WELL MONITORING WELL DROP MANHOLE PRV MANHOLE SLIDE MANHOLE WATER HANDHOLE VAULT VALVES CURBSTOP GATE BUTTERFLY PLUG CHECK GLOBE HYDRANTS FIRE ARV BLOW OFF FITTINGS 11.25° BEND 22.50° BEND 30° BEND 45° BEND 60° BEND 90° BEND WYE (R) WYE (L) CAP COUPLING CROSS PLUG REDUCER TEE SADDLE TAP W W W W WW WW MW MW W W W W W W SANITARY DESCRIPTION EXISTING PROPOSED PIPE SANITARY MAIN SANITARY SERVICE STRUCTURES MANHOLE CLEAN OUT METER MANHOLE SEPTIC TANK VAULT LIFTSTATION VALVES GATE BUTTERFLY PLUG FITTINGS WYE (R) WYE (L) PLUG CAP S S CO CO S S ST ST S S L L SS SS STORM DESCRIPTION EXISTING PROPOSED PIPE STORM MAIN STORM LEAD STRUCTURES MANHOLE AREA INLET BEEHIVE INLET CURB INLET DOUBLE CURB INLET OUTFALL D D SD SD ELECTRICAL DESCRIPTION EXISTING PROPOSED LINES ELECTRIC OVERHEAD UNDERGROUND STRUCTURES MANHOLE HANDHOLE UTILITY POLE GUY ANCHOR LIGHT POST PUSH TO WALK POST STREET LIGHT SIGNAL SIGNAL WITH ARM E E E E P P E E OHE UGE OHE UGE COMMUNICATIONS DESCRIPTION EXISTING PROPOSED LINES COMMUNICATIONS FIBER OPTIC TELEPHONE CABLE TV CLOSED CIRCUIT TV KNOLOGY MIDCONTINENT QWEST GOLDEN WEST MONTANA DAKOTA UTILITIES WEST RIVER ELECTRIC BLACK HILLS POWER BUTTE ELECTRIC MT RUSHMORE TELEPHONE BLACK HILLS ELECTRIC WILLISTON BASIN PIPELINE KANEB CENTURY LINK SDN FIBER WOW VAST STRUCTURES MANHOLE TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPHONE FIBER OPTIC PEDESTAL TELEVISION PEDESTAL UNKNOWN PEDESTAL C C T T T T FO FO TV TV U U MIDCO C FO T CATV CCTV KNO QST GWT WBI MDU WRE BHP BEC MRT BHE KNB CLNK SDN WOW VST SITE DESCRIPTION EXISTING PROPOSED VEGETATION CONIFEROUS TREE (LARGE) CONIFEROUS TREE (SMALL) DECIDUOUS TREE (LARGE) DECIDUOUS TREE (SMALL) SHRUB STUMP TREE LINE SIGNAGE STREET SIGN MILE POST SITE BUILDING CURB CONCRETE FENCES BARBED WIRE CHAIN LINK WOOD VINYL WOVEN WIRE GUARD RAIL SILT SUPER SILT GATE POST MP MP GP GAS DESCRIPTION EXISTING PROPOSED LINES NATURAL GAS STRUCTURES MANHOLE METER VALVES GATE VALVE G G G G G \\\\\\\\\\\\\\\\\\\\\\\\ ✕✕ ●● ▪▪ ◆◆ ✕✕✕✕ ▪▪ SF SSF ✕✕ ●● ▪▪ ◆◆ ✕✕✕✕ ▪▪ SF SSF DEMOLITION DESCRIPTION EXISTING PROPOSED LINES FEATURES TO BE REMOVED FEATURES TO BE ABANDONED REMOVE CURB & GUTTER STRUCTURES REMOVE TREE OR SHRUB AREA ITEMS TO BE REMOVED ▏▏▏▏▏▏▏ Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - S t a n d a r d _ L e g e n d . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 5 : 0 9 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : C- L G N D - S Y M PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H ST A N D A R D L E G E N D CONST. CSD WG BG SEPT. 2021 11910-2020-002 C002 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - C o n s t r u c t i o n _ N o t e s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 2 5 : 1 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : NO T E S _ 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N N O T E S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C003 GENERAL CONSTRUCTION NOTES 1.CONTRACTOR SHALL PERFORM AND INSTALL WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS FOR THE JORDAN VALLEY WATER CONSERVANCY DISTRICT 3600 WEST 10200 SOUTH PUMP STATION. WHEREVER THERE ARE DIFFERENCES OR DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND REFERENCED CODES, REGULATIONS, DRAWINGS, STANDARDS AND SPECIFICATIONS, THE MOST STRINGENT OR HIGHEST REQUIREMENT SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE TO KNOW AND CONFORM TO THE APPROPRIATE CODES, REGULATIONS, DRAWINGS, STANDARDS AND SPECIFICATIONS. CONTRACTORS SHOULD THOROUGHLY READ AND UNDERSTAND THESE ASSOCIATED DOCUMENTS BEFORE PERFORMING ANY WORK IN THE CITY. REFERENCED STANDARDS INCLUDE BUT ARE NOT LIMITED TO: 1.1.CITY OF SOUTH JORDAN CONSTRUCTION STANDARDS AND SPECIFICATIONS, UPDATED MARCH 2021, 1.2.CITY OF SOUTH JORDAN CITY MUNICIPAL CODE, AND 1.3.AMERICAN PUBLIC WORKS ASSOCIATION UTAH CHAPTER (APWA) MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, 2017 PUBLICATION. GENERAL EROSION CONTROL NOTES 1.CONSTRUCTION ACTIVITIES THAT DISTURB ONE OR MORE ACRES OF LAND MUST BE AUTHORIZED UNDER THE UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM (UPDES). a.CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING AN APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH UPDES CONSTRUCTION GENERAL PERMIT NUMBER UTRC00000 EFFECTIVE JULY 8, 2020. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SECURING A PERMIT. 2.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING REQUIRED EROSION CONTROL FACILITIES. 3.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF SARATOGA CITY MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF PROPOSED FACILITIES. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE STREETS CLEAN AND FREE FROM DEBRIS FROM TRAFFIC FROM THE SITE. 5.ALL STORM DRAIN FACILITIES ON SITE AND ADJACENT TO THE SITE NEED TO BE PROTECTED FROM SITE RUNOFF. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL. 6.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED WITH APPROPRIATE NATIVE SEED MIX OR LANDSCAPED ACCORDING TO APPROPRIATE CITY REQUIREMENTS. 7.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT WITH STORM WATER DISCHARGES FROM THE SITE. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT. 9.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OR TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 10.ALL MEASURES CONTAINED IN THIS PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT. ANY NEEDED CLEANING AND REPAIRS NEEDS TO BE DONE IMMEDIATELY UPON DISCOVERY. 11.ALL UTILITY LINES SHALL BE CLEANED OF DIRT AND DEBRIS PRIOR TO BEING PUT INTO SERVICE. DOWN-GRADE LINES MUST BE PROTECTED FROM WASH-WATER DURING THE CLEANING TO AVIOD CONTAMINATION AND COMPROMISING OUTFALL CLEANLINESS. 12.DUST, MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY, AND THE ADJACENT ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES. ***THE FOLLOWING NOTES APPLY TO WORK WITHIN CITY OF SOUTH JORDAN*** 1.1 CITY OF SOUTH JORDAN GENERAL NOTES 1.ALL WORK DONE OR IMPROVEMENTS INSTALLED WITHIN CITY OF SOUTH JORDAN INCLUDING BUT NOT LIMITED TO EXCAVATION, CONSTRUCTION, ROADWORK AND UTILITIES SHALL CONFORM TO THE SOUTH JORDAN CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS, CITY MUNICIPAL CODE, THE LATEST EDITION OF THE APWA MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY STATE OR FEDERAL REGULATIONS AND PERMIT REQUIREMENTS OF VARIOUS GOVERNING BODIES. THE CONTRACTOR IS RESPONSIBLE TO HAVE A COPY OF THESE SPECIFICATIONS AND TO KNOW AND CONFORM TO THE APPROPRIATE CODES, REGULATIONS, DRAWINGS, STANDARDS, AND SPECIFICATIONS. 2.THE EXISTENCE AND LOCATION OF ANY OVERHEAD OR UNDERGROUND UTILITY LINES, PIPES, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF THE AVAILABLE RECORDS. EXISTING UTILITIES ARE LOCATED ON PLANS ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL UNDERGROUND AND OVERHEAD INTERFERENCES, WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNECTION THEREWITH. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING UTILITY LINES, STRUCTURES, SURVEY MONUMENTS AND STREET IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE, AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED SATISFACTORY TO THE CITY ENGINEER AND OWNING UTILITY COMPANY AT THE EXPENSE OF THE CONTRACTOR. 4.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS, ANY REVISIONS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER. 5.PERMITS ARE REQUIRED FOR ANY WORK IN THE PUBLIC WAY. THE CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR THIS CONSTRUCTION. 6.CURB, GUTTER, AND SIDEWALK, FOUND TO BE UNACCEPTABLE PER CITY STANDARDS AND APWA SHALL BE REMOVED AND REPLACED. 7.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. THE EXTENT OF TRANSITIONS TO BE AS SHOWN ON PLANS. 8.ANY SURVEY MONUMENTS DISTURBED SHALL BE REPLACED AND ADJUSTED PER SALT LAKE COUNTY SURVEYORS' REQUIREMENTS. 9.ALL PRIVACY WALLS, NEW OR EXISTING, ARE ONLY SHOWN ON CIVIL PLANS FOR THE PURPOSE OF REVIEWING GRADING RELATIONSHIPS, FLOOD CONTROL AND SIGHT DISTANCE AT INTERSECTIONS. ALL WALLS SHALL HAVE A MINIMUM 2 FT X 2 FT X 30-INCH-DEEP SPOT FOOTINGS. BOTTOM OF ALL FOOTINGS ON ALL WALLS SHALL BE A MINIMUM OF 30 INCHES BELOW FINISHED GRADE. WALLS GREATER THAN 6 FEET REQUIRE A SEPARATE PERMIT AND INSPECTION BY THE BUILDING DEPARTMENT. 10.ALL CONSTRUCTION MATERIALS PER APWA MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF ASPHALT WITHIN CITY RIGHT OF WAY. 11.REQUEST FOR INSPECTION BY THE CITY OF SOUTH JORDAN ENGINEERING DEPT. SHALL BE MADE BY THE CONTRACTOR AT LEAST 48 HOURS BEFORE THE INSPECTION SERVICES WILL BE REQUIRED, EXCEPT IN AN EMERGENCY AS DEFINED BY THE SOUTH JORDAN CITY MUNICIPAL CODE § 12.08.010. 12.WORK IN PUBLIC WAY, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 13.THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. 14.POWER POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED IMPROVEMENTS SHOWN HEREON WILL BE RELOCATED AT NO EXPENSE TO THE CITY OF SOUTH JORDAN. POWER LINES AND ALL OTHER AERIAL UTILITIES ARE TO BE BURIED AND POLES REMOVED AS DETERMINED BY THE CITY ENGINEER. 15.CURB AND GUTTER WITH A GRADE OF LESS THAN FOUR-TENTHS OF ONE PERCENT SHALL BE CONSTRUCTED BY FORMING. EACH JOINT SHALL BE CHECKED FOR A GRADE PRIOR TO CONSTRUCTION AND WATER TESTED AS SOON AS POSSIBLE AFTER CONSTRUCTION. 16.CONTRACTOR TO FOLLOW SALT LAKE COUNTY NOISE ORDINANCE STANDARDS. 17.CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON THE PROJECT SITE. 18.A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES AS PER STATE LAW AS WELL AS PROVIDING A STORM WATER POLLUTION PREVENTION PLAN TO THE CITY. 19.DEVELOPER IS RESPONSIBLE FOR LOCATING AND REPAIRING ALL UNDERGROUND STREETLIGHT WIRES, WATER LINES, STORM DRAIN LINES AND IRRIGATION LINES UNTIL 90% OF THE BOND HAS BEEN RELEASED. 20.ALL CITY MAINTAINED UTILITIES INCLUDING; WATERLINE, FIRE HYDRANTS, STREETLIGHT WIRING, AND STORM DRAIN MUST BE IN PUBLIC RIGHT OF WAY OR IN RECORDED EASEMENTS. 21.CONTRACTOR SHALL WORK SOUTH JORDAN CITY REGULAR WORKING HOURS OF MONDAY THROUGH FRIDAY 7:00 AM TO 4:00 PM. IF CONTRACTOR PERMITS OVERTIME WORK OR WORK ON A SATURDAY, SUNDAY OR ANY LEGAL HOLIDAY, CONTRACTOR SHALL RECEIVE PRIOR APPROVAL BY CITY ENGINEER. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY OVERTIME INSPECTION FEE'S TO THE CITY OF SOUTH JORDAN ON THE THURSDAY PRIOR TO THE SATURDAY, SUNDAY OR LEGAL HOLIDAY REQUESTED. THIS APPLIES TO ALL WORK WITHIN THE PUBLIC RIGHT OF WAY INCLUDING TRAFFIC CONTROL AND ACCESS. 22.PRIOR TO 90% BOND RELEASE, A LEGIBLE AS-BUILT DRAWING MUST BE SUBMITTED TO THE CITY OF SOUTH JORDAN STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER. AS-BUILTS MUST SHOW ALL CHANGES AND ACTUAL FIELD LOCATIONS OF STORM DRAINAGE, WATERLINES, IRRIGATION, STREET LIGHTING, AND POWER. AS-BUILTS WILL BE HELD TO THE SAME STANDARD AS APPROVED DESIGN DRAWINGS, NO “REDLINED PLANS” ALLOWED. IN THE ABSENCE OF CHANGES, COPIES OF THE APPROVED DRAWINGS WILL BE REQUIRED STATING “INSTALLED AS PER DRAWINGS”. AS-BUILT DRAWINGS FOR NEW DEVELOPMENTS SHALL BE SUBMITTED TO THE CITY IN THE FOLLOWING FORMATS AND QUANTITIES PRIOR TO THE 90% BOND RELEASE: 1 .DXF COPY, 1 .PDF COPY. 23.FILTER FABRIC WRAPPED AROUND AN INLET GRATE IS NOT AN ACCEPTABLE INLET SEDIMENT BARRIER. SEE CHAPTER 9 OF SOUTH JORDAN CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DETAILS OF APPROVED STORM WATER BMPS. 24.ASPHALT PAVING BETWEEN OCTOBER 15 AND MARCH 15 IS NOT ALLOWED WITHOUT A WRITTEN EXCEPTION FROM THE ENGINEERING DEPARTMENT. 25.TO ENSURE PROPER PLANTING, PROTECTION, AND IRRIGATION OF TREES, MITIGATING RISK OF TREE FAILURE OR FUTURE DAMAGE TO INFRASTRUCTURE, CONTRACTORS ARE REQUIRED TO FOLLOW THE STANDARDS AND SPECIFICATIONS OF THE ISA - INTERNATIONAL SOCIETY OF ARBORICULTURE. 26.ALL SMALL CELL CONSTRUCTION MUST FOLLOW THE SOUTH JORDAN CITY SMALL CELL INFRASTRUCTURE DESIGN GUIDELINES. 27.ALL CONSTRUCTION OF LOW IMPACT DEVELOPMENT (LID) MUST FOLLOW THE SOUTH JORDAN CITY LOW IMPACT DEVELOPMENT HANDBOOK 2020. WITH THE DEVELOPMENT OF ANY RESIDENTIAL SUBDIVISION THAT PROPOSES LID IN PUBLIC PARK STRIPS, THE DEVELOPER MUST CONSTRUCT/INSTALL SUCH TO COMPLETENESS, INCLUDING BUT NOT LIMITED TO VEGETATION AND LANDSCAPE IRRIGATION. THE DEVELOPER IS RESPONSIBLE TO MAINTAIN THE LID (INCLUDING LANDSCAPE) UNTIL SUCH TIME THE DEVELOPER CONNECTS ANY LID LANDSCAPE IRRIGATION TO OWNER'S IRRIGATION OF THE RESPECTIVE BUILDING LOT. DEVELOPER'S LID MAINTENANCE RESPONSIBILITIES INCLUDE BUT NOT LIMITED TO CLEANING, REPAIRING, PROTECTING AND CLEAR OF ANY DEBRIS. THE BUILDING LOT OWNER SHALL MAINTAIN IN PERPETUITY ANY LID CONSTRUCTED ANYWHERE ON THE BUILDING LOT, INCLUDING THE PARK STRIP AREA WITHIN PUBLIC RIGHT OF WAY. 28.WHEN A PROPOSED DEVELOPMENT BORDERS A COLLECTOR, MINOR COLLECTOR OR ARTERIAL STREET AND IS REQUIRED TO CONSTRUCT COLLECTOR STREET FENCING ALONG THE BACK OF SIDEWALK, THE DEVELOPMENT SHALL ALSO BE REQUIRED PUT IN A CONCRETE MOW STRIP FROM THE BACK OF SIDEWALK TO UNDERNEATH THE FENCE PANELS. CONCRETE MOW STRIPS SHALL ALSO BE REQUIRED BETWEEN THE SIDEWALK AND FENCING ALONG THE REAR OF DOUBLE FRONTAGE LOTS. 29.ONE-WAY VALVES ARE REQUIRED ON RESIDENTIAL LAND DRAIN LINES THAT GO FROM A FOUNDATION DRAIN ON A HOME TO A PUBLIC STORM DRAIN SYSTEM. 1.2 CITY OF SOUTH JORDAN TRAFFIC NOTES 1.WHEN A DESIGNATED “SAFE ROUTE TO SCHOOL” IS ENCROACHED UPON BY A CONSTRUCTION WORK ZONE THE SAFE ROUTE SHALL BE MAINTAINED IN A MANNER ACCEPTABLE TO SOUTH JORDAN CITY AND THE JORDAN SCHOOL DISTRICT. 2.IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION, TEMPORARY REMOVAL OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKING, SUCH PAVEMENT MARKING SHALL BE RESTORED OR REPLACED WITH LIKE MATERIALS TO THE SATISFACTION OF THE CITY ENGINEER, PUBLIC WORKS DIRECTOR OR DESIGNEE. 3.THE STREET SIGN CONTRACTOR SHALL OBTAIN STREET NAMES AND BLOCK NUMBERING FROM THE PLANNING DEPARTMENT PRIOR TO CONSTRUCTION. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL PERMANENT SIGNS SHOWN ON THE PLANS. STREET NAME SIGNS SHALL CONFORM IN THEIR ENTIRETY TO CURRENT CITY STANDARDS. ALL OTHER SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE SPECIFIED ON THE PLANS. ALL SIGNPOSTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT CITY STANDARDS. 5.ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THE STATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR PER APPROVED CONSTRUCTION DRAWINGS UNLESS APPROVED BY THE CITY ENGINEER. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTAH TRANSIT AUTHORITY (UTA) IF THE CONSTRUCTION INTERRUPTS OR RELOCATES A BUS STOP OR HAS AN ADVERSE EFFECT ON BUS SERVICE ON THAT STREET TO ARRANGE FOR TEMPORARY RELOCATION OF STOP. 7.BEFORE ANY WORK IS STARTED IN THE RIGHT-OF-WAY, THE CONTRACTOR SHALL INSTALL ALL ADVANCE WARNING SIGNS FOR THE CONSTRUCTION ZONE. THE CONTRACTOR SHALL INSTALL TEMPORARY STOP SIGNS AT ALL NEW STREET ENCROACHMENTS INTO EXISTING PUBLIC STREETS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PER THE CURRENT EDITION ADOPTED BY UDOT AND BE APPROVED BY THE CITY OF SOUTH JORDAN BEFORE CONSTRUCTION BEGINS. 8.ALL SIGNS LARGER THAN 36” X 36” OR 1296 SQUARE INCHES PER SIGN POLE SHALL BE MOUNTED ON A SLIP BASE SYSTEM PER UDOT STANDARD DRAWING SN 10B (DETAIL DRAWING ATTACHED TO STANDARD DRAWINGS) WITH A “Z” BAR BACKING. SIGNS OF THIS SIZE ARE NOT ALLOWED TO BE MOUNTED ON A YIELDING POLE. 9.SIGN COMPONENTS SUCH AS SHEETING, EC FILM, INKS, LETTERS, AND BORDERS ARE ALL REQUIRED TO BE FROM THE SAME MANUFACTURER. ONLY EC FILM MAY BE USED TO ACHIEVE COLOR. VINYL EC FILM IS NOT ACCEPTED. 10.ALL NEW ROUNDABOUTS, CROSSWALKS, STOP BARS AND LEGENDS SHALL BE INSTALLED WITH 90 MIL PREFORMED THERMO PLASTIC. 11.PAVING ASPHALT BINDER GRADE SHALL BE PG 58-28 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ASPHALT AGGREGATE SIZE SHALL BE ½ INCH FOR RESIDENTIAL AND COLLECTOR ROADS. NO MORE THAN 15% RAP (RECLAIMED ASPHALT PAVEMENT) BY WEIGHT WILL BE ALLOWED IN THE ASPHALT MIX DESIGN FOR THE PAVING OF PUBLIC AND PRIVATE STREETS. UP TO THE 15 PERCENT WILL BE ALLOWED WITH NO CHANGE IN THE SPECIFIC BINDER GRADE. THE ASPHALT MIX DESIGN SHALL HAVE NO MORE THAN 3½ % AIR VOIDS. 12.POTHOLING: ALL POTHOLES MUST BE SAW CUT SQUARE AND HAVE A MINIMUM SIZE OF 1 SQUARE FOOT. WHEN REPAIRING A POTHOLE, SAND OR PEA GRAVEL MEETING SOUTH JORDAN CITY STANDARDS SHALL BE PLACED OVER THE EXPOSED UTILITY TO A DEPTH OF 6 INCHES. FOLLOWING THE PEA GRAVEL WILL BE FLOWABLE FILL UP TO 1 INCH BELOW THE BOTTOM EDGE OF THE EXISTING ASPHALT. THE REMAINING PORTION OF THE HOLE SHALL BE FILLED WITH ASPHALT, WHICH WILL HAVE AN OVERALL THICKNESS OF THE EXISTING ASPHALT PLUS 1 INCH. 13.ALL FILL WITHIN THE PUBLIC RIGHT OF WAY SHALL BE A-1-A TO A-3, WITH THE EXCEPTION OF TOPSOIL IN THE PARK STRIP FOR LANDSCAPING AND TRENCH BACKFILL. TRENCH BACKFILL MATERIAL UNDER PAVEMENTS OR SURFACE IMPROVEMENTS SHALL BE CLEAN, NONCLUMPING, GRANULAR AND FLOWABLE, 2” MINUS, A-1-A TO A-2-7 SOILS ACCORDING TO AASHTO 145 SOIL CLASSIFICATION SYSTEM. LIME TREATED FLOWABLE FILLS, IF APPROVED, SHALL HAVE A 28-DAY STRENGTH OF 65 PSI. 14.ALL TRAFFIC ROAD CLOSURES INVOLVING 1 OR MORE LANES OF TRAFFIC MUST RECEIVE PRIOR APPROVAL FROM THE CITY ENGINEER OR HIS/HER REPRESENTATIVE. VMS PCMS BOARDS MUST BE PLACED A MINIMUM OF 7 DAYS IN ADVANCE OF ANY LANE CLOSURE ON COLLECTOR, MINOR COLLECTOR OR ARTERIAL STREET. VMS PCMS BOARDS MUST ALSO BE PLACED IN ADVANCE OF ANY LANE CLOSURES ON A SUBDIVISION STREET PER THE CITY ENGINEER'S DIRECTION. 15.ROUNDABOUTS, INCLUDING THEIR INGRESS AND EGRESS, SHALL BE CONSTRUCTED WITH CONCRETE PAVEMENT. ENGINEER SHALL DESIGN CROSS SECTION AND SUBMIT TO THE CITY FOR REVIEW AND APPROVAL. 16.ALLEYWAYS AND LANES ARE TO HAVE 6 FEET MAXIMUM SPACING FOR CONTROL JOINTS IN STRAIGHT SECTIONS AND ARE TO HAVE AN EXPANSION JOINT EVERY 60 FEET AND AT ALL PC'S AND PT'S. 1.3 CITY OF SOUTH JORDAN STREET LIGHT NOTES 1.ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT SOUTH JORDAN CITY STANDARDS AND N.E.C. (NATIONAL ELECTRIC CODE). A STREETLIGHT PLAN SHOWING WIRING LOCATION, WIRING TYPE, VOLTAGE, POWER SOURCE LOCATION, CONDUIT SIZE AND LOCATION SHALL BE SUBMITTED TO THE CITY OF SOUTH JORDAN AND BE APPROVED PRIOR TO CONSTRUCTION. NO DEVIATION OF STREETLIGHT, PULL BOXES, CONDUITS, ETC. LOCATIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY ENGINEER OR HIS/HER REPRESENTATIVE. AN ELECTRONIC COPY OF THE STREETLIGHT REDLINES, SHOWING THE SAME ITEMS LISTED ABOVE FOR THE STREET LIGHT PLAN, SHALL BE SUBMITTED TO THE SOUTH JORDAN CITY ENGINEERING DEPARTMENT AFTER THE STREET LIGHTS HAVE BEEN INSTALLED BUT PRIOR TO THEM BEING CONNECTED BY ROCKY MOUNTAIN POWER. 2.LOCATION OF THE STREET LIGHT POLE. a.SHALL NOT BE INSTALLED WITHIN 5 FEET OF A FIRE HYDRANT. THE LOCATION SHALL BE SUCH THAT IT DOES NOT HINDER THE OPERATION OF THE FIRE HYDRANT AND WATER LINE OPERATION VALVES. b.SHALL BE A MINIMUM OF 5 FEET FROM ANY TREE, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE CITY ENGINEER. BRANCHES MAY NEED TO BE PRUNED AS DETERMINED BY THE ENGINEERING INSPECTOR IN THE FIELD AT THE TIME OF INSTALLATION. c.SHALL NOT BE INSTALLED WITHIN 5 FEET FROM THE EDGE OF ANY DRIVEWAY. 3.ANTI-SEIZE LUBRICANT SHALL BE USED ON ALL COVER BOLTS AND GROUND BOX BOLTS. 4.ALL EXISTING STREET LIGHTING SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 5.ANY STRUCTURE SUCH AS BLOCK WALLS, CHAIN LINK FENCES, RETAINING WALLS, ETC. SHALL LEAVE A MINIMUM OF EIGHTEEN (18) INCHES TO THE FACE OF THE STREETLIGHT POLE ON ALL SIDES. 6.ALL SERVICE POINT(S) SHALL BE COORDINATED WITH ROCKY MOUNTAIN POWER AND WHENEVER POSSIBLE BE LOCATED NEAR THE CENTER OF THE CIRCUIT. SERVICE POINT(S) SHALL BE SHOWN ON THE PLANS WITH A SCHEMATIC FROM ROCKY MOUNTAIN POWER. POLE LOCATIONS AS SHOWN ON THE APPROVED PLANS MAY BE ADJUSTED IN THE FIELD BY THE ENGINEERING INSPECTOR AT TIME OF INSTALLATION AT NO ADDITIONAL COST TO THE CITY. 7.IT SHALL BE REQUIRED THAT IN THE ABSENCE OF AN EXISTING WORKABLE CIRCUIT TO ATTACH TO, THAT ALL INSTALLATIONS SHALL REQUIRE A NEW SERVICE FOR OPERATION OF THE CIRCUITS IN THIS CASE DEVELOPER AND OR HIS ENGINEER SHALL CONTACT ROCKY MOUNTAIN POWER. 8.WHEREVER THERE IS AN OVERHEAD UTILITY THAT MAY CONFLICT WITH THE INSTALLATION OF THE STREETLIGHT CIRCUITS AND/OR STREETLIGHT POLES, THOSE CONFLICTS MUST BE RESOLVED BETWEEN THE DEVELOPER AND THE UTILITIES INVOLVED BEFORE THE STREETLIGHT BASES ARE CONSTRUCTED AT NO EXPENSE TO THE CITY OF SOUTH JORDAN OR ROCKY MOUNTAIN POWER. THE RESOLUTION MUST BE APPROVED BY THE CITY OF SOUTH JORDAN AND ROCKY MOUNTAIN POWER. 9.THE CONTRACTOR SHALL FURNISH A COMPLETE SERVICE TO THE TRANSFORMERS AND CONTROL SYSTEMS IF REQUIRED ON THE PLANS AND/OR IS DEEMED NECESSARY BY ROCKY MOUNTAIN POWER AND/OR SOUTH JORDAN CITY. 10.A STREETLIGHT PLAN SHOWING WIRING LOCATION, WIRING TYPE, VOLTAGE, POWER SOURCE LOCATION, CONDUIT SIZE AND LOCATION SHALL BE SUBMITTED TO THE CITY OF SOUTH JORDAN AND BE APPROVED PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL BE REQUIRED TO PERFORM A 10 DAY BURN TEST OF THE STREETLIGHTS AFTER THEY ARE CONNECTED AND ENERGIZED BY ROCKY MOUNTAIN POWER. THIS TEST SHALL BE COORDINATED AND WITNESSED BY A SOUTH JORDAN ENGINEERING INSPECTOR. 12.EACH STREETLIGHT POLE SHALL HAVE ITS OWN PHOTOCELL INDEPENDENT OF A MASTER CONTROL. ON DOUBLE HEAD FIXTURES A SINGLE PHOTOCELL SHALL BE INSTALLED ON THE NORTH MOST FACING HEAD AND BE WIRED TO ENERGIZE BOTH HEADS. SEE NEXT PAGE FOR CONTINUATION OF NOTES Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - C o n s t r u c t i o n _ N o t e s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 2 5 : 1 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : NO T E S _ 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N N O T E S CONST. CSD WG BG SEPT. 2021 11910-2020-002 004 00 C004 1.4 CITY OF SOUTH JORDAN GRADING NOTES 1.IN THE EVENT THAT ANY UNFORESEEN CONDITIONS NOT COVERED BY THESE NOTES ARE ENCOUNTERED DURING GRADING OPERATIONS, THE OWNER AND CITY ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES SHOWN. 3.CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL EXCAVATION. ADEQUATE SHORING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. 4.THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANY ADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR. 5.CONTRACTOR SHALL GRADE TO THE LINES AND ELEVATIONS SHOWN ON THE PLANS WITHIN THE FOLLOWING HORIZONTAL AND VERTICAL TOLERANCES AND DEGREES OF COMPACTION, IN THE AREAS INDICATED: HORIZONTAL VERTICAL COMPACTION A. PAVEMENT AREA SUBGRADE 0.1'+ +0.0' TO -0.1' SEE SOILS REPORT B. ENGINEERED FILL 0.5'+ +0.1' TO -0.1' SEE SOILS REPORT COMPACTION TESTING WILL BE PERFORMED BY THE DEVELOPER OR HIS REPRESENTATIVE. 6.ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED. 7.THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WATER FROM THE PUBLIC WORKS DEPARTMENT. 8.THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHT-OF-WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 9.IN THE EVENT THAT ANY TEMPORARY CONSTRUCTION ITEM IS REQUIRED THAT IS NOT SHOWN ON THESE DRAWINGS, THE DEVELOPER AGREES TO PROVIDE AND INSTALL SUCH ITEM AT HIS OWN EXPENSE AND AT THE DIRECTION OF THE CITY ENGINEER. TEMPORARY CONSTRUCTION INCLUDES DITCHES, BERMS, ROAD SIGNS AND BARRICADES, ETC. 10.ALL GRADING WORK SHALL CONFORM TO THE SOILS REPORT AS PREPARED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER, AND AS SHOWN ON THESE PLANS. 1.5 CITY OF SOUTH JORDAN FIRE DEPARTMENT NOTES 1.ON ANY NEW HOME OR BUILDING INSTALLATION, ACCESSIBLE FIRE HYDRANTS SHALL BE INSTALLED BEFORE COMBUSTIBLE CONSTRUCTION COMMENCES AND SAID FIRE HYDRANTS SHALL BE IN GOOD WORKING ORDER WITH AN ADEQUATE WATER SUPPLY. 2.CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT AND ENGINEERING INSPECTOR FOR UNDERGROUND INSPECTION, PRESSURE AND FLUSH VERIFICATION OF ALL FIRE HYDRANTS AND FIRE LINES BEFORE BACK FILLING. 3.PAINTING OF THE CURBS AND HYDRANT AND ANY WORK NECESSARY FOR PROTECTION OF HYDRANTS FROM PHYSICAL DAMAGE SHALL BE APPROVED BEFORE BEING CONSTRUCTED. 4.A FLOW TEST MUST BE WITNESSED BY THE FIRE DEPARTMENT PRIOR TO OCCUPANCY FOR VERIFICATION OF REQUIRED ON-SITE WATER SUPPLY. 5.ALL ON-SITE FIRE MAIN MATERIALS MUST BE U.L. LISTED AND A.W.W.A. APPROVED. 6.THE TURNING RADIUS FOR ANY FIRE APPARATUS ACCESS ROAD AND/OR FIRE LANE, PUBLIC OR PRIVATE, SHALL BE NOT LESS THAN FORTY-FIVE FEET (45') OUTSIDE RADIUS AND TWENTY-TWO FEET (22') INSIDE RADIUS AND SHALL BE PAVED. 7.A FIRE APPARATUS ROAD SHALL BE REQUIRED WHEN ANY PORTION OF AN EXTERIOR WALL OF THE FIRST STORY IS LOCATED MORE THAN ONE-HUNDRED FIFTY FEET (150') FROM FIRE DEPARTMENT VEHICLE ACCESS ROADS AND/OR FIRE LANES, PUBLIC OR PRIVATE, IN EXCESS OF ONE HUNDRED FIFTY FEET (150') IN LENGTH SHALL BE PROVIDED WITH AN APPROVED TURN AROUND AREA. 8.ACCESS ROADS SHALL BE MARKED BY PLACING APPROVED SIGNS AT THE START OF THE DESIGNATED FIRE LANE, ONE SIGN AT THE END OF THE FIRE LANE AND WIDTH SIGNS AT INTERVALS OF ONE-HUNDRED FEET (100') ALONG ALL DESIGNATED FIRE LANES. SIGNS TO BE PLACED ON BOTH SIDES OF AN ACCESS ROADWAY IF NEEDED TO PREVENT PARKING ON EITHER SIDE. SIGNS SHALL BE INSTALLED AT LEAST 5', MEASURED FROM THE BOTTOM EDGE OF THE SIGN TO THE NEAR EDGE OF PAVEMENT. WHERE PARKING OR PEDESTRIAN MOVEMENTS OCCUR, THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE AT LEAST 7'. THE CURB ALONG OR ON THE PAVEMENT OR CEMENT IF CURB IS NOT PRESENT, SHALL BE PAINTED WITH RED WEATHER RESISTANT PAINT IN ADDITION TO THE SIGNS. 9.ELECTRICALLY CONTROLLED ACCESS GATES SHALL BE PROVIDED WITH AN APPROVED EMERGENCY VEHICLE DETECTOR/RECEIVER SYSTEM. SAID SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE SOUTH JORDAN CITY F.D. APPROVAL. GATES ARE ONLY ALLOWED WITH PRIOR APPROVAL. 10.ALL UNDERGROUND FIRE LINES THAT SERVICE AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE NO SMALLER THAN SIX (6) INCHES IN DIAMETER AND HAVE A PIV BETWEEN THE WATER MAIN AND THE BUILDING. IF A PIV ISN'T FEASIBLE DUE TO SITE CONSTRAINTS, A WIV MAY BE USED WITH THE APPROVAL OF THE CITY ENGINEER OR FIRE CODE OFFICIAL. FOR A WIV TO BE ALLOWED, ANOTHER VALVE MUST BE INSTALLED ON THE FIRE SERVICE LINE BACK AT THE CONNECTION TO THE WATER MAIN, WHICH WILL BE MAINTAINED BY THE CITY AS PART OF ITS CULINARY WATER SYSTEM. ALL FIRE LINES MATERIAL SHALL BE DUCTILE IRON. (DUCTILE IRON FROM THE PIV TO THE BUILDING SHALL BE PERMITTED OR DUCTILE IRON FROM THE MAIN WATER LINE TO THE WIV). 11.POST INDICATOR VALVES (PIV) SHALL BE BETWEEN 6 AND 40 FEET FROM BUILDINGS NOT EXCEEDING THREE STORIES OR EQUIVALENT IN HEIGHT AND BETWEEN 30 AND 40 FEET ON BUILDINGS IN EXCESS OF THREE OR MORE STORIES IN HEIGHT OR EQUIVALENT. 12.ROADS AND ACCESSES SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. SURFACE SHALL BE PAVED BEFORE THE APPLICATION OF COMBUSTIBLE MATERIAL. 13.ALL NEW BUILDINGS EQUIPPED WITH A FIRE DEPARTMENT CONNECTION (FDC) MUST HAVE INLETS SECURED WITH KNOX BRAND LOCKING FDC CAP(S) WITH A SWIVEL COLLAR. ALL NEW BUILDINGS ARE ALSO REQUIRED TO HAVE A KNOX BRAND KEY LOCK BOX MOUNTED ON THE EXTERIOR BUILDING, SUCH THAT FIRE DEPARTMENT PERSONNEL MAY GAIN ACCESS IN CASE OF AN EMERGENCY. 1.6 CITY OF SOUTH JORDAN WATER NOTES 1.THE FOLLOWING SOUTH JORDAN CITY WATER NOTES ARE INTENDED FOR GENERAL WATER STANDARDS ONLY AND ARE NOT ALL INCLUSIVE. THE CITY HAS INCLUDED THE CULINARY WATER DESIGN AND CONSTRUCTION STANDARDS WITHIN THE CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2.NO WORK SHALL BEGIN UNTIL THE WATER PLANS HAVE BEEN RELEASED FOR CONSTRUCTION BY THE ENGINEERING DEPARTMENT. FOLLOWING WATER PLAN APPROVAL, FORTY-EIGHT (48) HOUR NOTICE SHALL BE GIVEN TO THE ENGINEERING INSPECTOR AND THE PUBLIC WORKS DEPARTMENT (253- 5230) PRIOR TO THE START OF CONSTRUCTION. NOTICE MUST BE GIVEN BY 2:00 P.M. THE BUSINESS DAY PRIOR TO AN INSPECTION. 3.ALL WORK WITHIN SOUTH JORDAN CITY SHALL CONFORM TO SOUTH JORDAN CITY STANDARDS AND SPECIFICATIONS, AWWA AND APWA. 4.FOR RESIDENTIAL DEVELOPMENTS - THE DEVELOPER SHALL PURCHASE AND INSTALL METER BOXES AND SETTERS ACCORDING TO CITY STANDARDS ON NEWLY DEVELOPED LOTS AND REAL PROPERTY AT THE TIME OF WATER MAIN INSTALLATION. WATER METERS WILL BE SUPPLIED AND INSTALLED BY THE SOUTH JORDAN PUBLIC WORKS DEPARTMENT (AT DEVELOPER'S EXPENSE). THE DEVELOPER SHALL ALSO PROVIDE THE SITE ADDRESS, LOT NUMBER, METER SIZE AND PAY METER FEES PRIOR TO BUILDING PERMIT APPROVAL. 5.FOR COMMERCIAL AND CONDOMINIUM DEVELOPMENTS - THE DEVELOPER SHALL PURCHASE AND INSTALL METER BOXES AND SETTERS ACCORDING TO CITY STANDARDS. WATER METERS WILL BE SUPPLIED BY SOUTH JORDAN PUBLIC WORKS DEPARTMENT (AT DEVELOPER'S EXPENSE) AND INSTALLED BY DEVELOPER. 6.ALL WATER FACILITIES SHALL BE FILLED, DISINFECTED, PRESSURE TESTED, FLUSHED, FILLED AND AN ACCEPTABLE WATER SAMPLE OBTAINED PRIOR TO COMMISSIONING THE NEW WATER LINE TO THE SOUTH JORDAN CITY CULINARY WATER DISTRIBUTION SYSTEM. 7.SOUTH JORDAN PUBLIC WORKS DEPARTMENT MUST APPROVE WATER SHUT DOWN WHICH MAY REQUIRE EVENING AND WEEKEND SHUT DOWN AS DEEMED NECESSARY, REQUIRING THE CONTRACTOR TO BE BILLED FOR OVERTIME. 48-HOUR NOTICE IS REQUIRED. 8.WATER STUB-OUT INSTALLATIONS WILL NOT BE CONSTRUED AS A COMMITMENT FOR WATER SERVICE. 9.CONDITIONAL APPROVAL OF VALVED OUTLET (6” AND LARGER): IN THE EVENT THE WATER PLANS SHOW ONE OR MORE VALVED OUTLETS EXTENDING OUT OF PAVED AREAS, INSTALLATIONS OF THESE OUTLETS IS ACCEPTABLE, HOWEVER, IF THE OUTLETS ARE INCORRECTLY LOCATED OR NOT USED FOR ANY REASON WHEN THE PROPERTY IS DEVELOPED, THE DEVELOPER SHALL ABANDON THE OUTLETS AT THE CONNECTION TO THE ACTIVE MAIN IN ACCORDANCE WITH THE CITY STANDARDS AND AT THE DEVELOPER'S EXPENSE. 10.ALL LINES TO BE PRESSURE TESTED ACCORDING TO SOUTH JORDAN CITY AND AWWA STANDARDS AND CHLORINATED PRIOR TO USE AND FINAL ACCEPTANCE. 11.ALL FITTINGS TO BE COATED WITH POLY FM GREASE AND WRAPPED WITH 8-MIL THICK POLYETHYLENE. 12.NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINE UNLESS APPROVED BY THE CITY ENGINEER. 13.ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE CITY ENGINEER OR DESIGNEE. 14.ALL WATER VAULTS WILL BE CONSTRUCTED PER CITY OF SOUTH JORDAN STANDARD DRAWINGS AND SPECIFICATIONS. NO VAULTS ARE ALLOWED IN TRAFFIC AREAS WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 15.LANDSCAPING AND IRRIGATION ADJACENT TO VAULTS SHALL DRAIN AWAY FROM VAULTS. 16.ONCE THE WATERLINE HAS BEEN TESTED, APPROVED AND CITY WATER IS FLOWING THROUGH THE PIPE, ONLY CITY PERSONNEL ARE AUTHORIZED TO SHUT DOWN AND CHARGE THE WATERLINE. 17.MEGALUG FOLLOWING RING, OR AN APPROVED EQUIVALENT SHALL BE USED ON ALL FITTINGS. 18.APWA PLAN 562, CITY REQUIRES STAINLESS STEEL TIE-DOWN RESTRAINTS WITH TURNBUCKLES ONLY. 5/8” REBAR IS NOT ACCEPTABLE. MEGALUG FOLLOWERS REQUIRED ON ALL FITTINGS AND ALL DIMENSIONS OF THRUST BLOCKING STILL APPLY. THRUST BLOCKS MAY BE ELIMINATED IF HORIZONTAL TIE DOWN RESTRAINTS HAVE BEEN PRE-ENGINEERED AND RECEIVE PRIOR CITY APPROVAL. 19.WATER MAINS WILL BE HOT TAPPED AS CALLED OUT ON THE APPROVED PLANS. UNDER SPECIAL CIRCUMSTANCES, WHEN A CONTRACTOR SUBMITS A REQUEST FOR A SHUTDOWN CONTRARY TO THE APPROVED PLANS AND THE REQUEST IS APPROVED AT THE DISCRETION OF THE CITY ENGINEER OR DESIGNEE, THE CONTRACTOR MUST PROVIDE 48-HOUR NOTICE TO NEIGHBORS AND THOSE AFFECTED. IF BUSINESSES ARE IMPACTED BY THE SHUTDOWN, IT WILL BE DONE AFTER HOURS AND ALL OVERTIME FEES FOR CITY PERSONNEL, EQUIPMENT AND VEHICLES MUST BE PAID IN ADVANCE. 20.CONTRACTORS ARE REQUIRED TO WRITE THE LOT NUMBER WITH A BLACK PERMANENT MARKER ON THE INSIDE OF THE WATER METER BARRELS AS THEY ARE INSTALLED. GENERAL CONSTRUCTION NOTES 1.THE INFORMATION DEPICTED WITHIN THESE DRAWINGS IS COMPILED FROM LEGACY DRAWINGS AND FIELD SURVEYS FROM PREVIOUS PROJECTS, SITE VISITS, CONSTRUCTION OBSERVATION TIES AND PHOTOGRAPHS, AND THE MEMORIES OF CITY STAFF AND CONSTRUCTION OBSERVERS. 2.THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE CONSTRUCTION DRAWINGS IN AN APPROXIMATE WAY ONLY. ADDITIONAL ACTIVE AND INACTIVE UTILITIES MAY BE PRESENT. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES. 3.COORDINATE ALL ON-SITE STAGING WITH OWNER TO AVOID CONFLICTS WITH EXISTING UTILITIES. 4.MAINTAIN OWNER EGRESS TO SITE AT ALL TIMES. W OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OH E 18 RCP18 RCP18 RCP18 RCP18 RCP 6 S D 24 W W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 36 W36 W36 W 36 W 36 W 24 W 24 W X UGE UGE UGE UGE 4 S D 4 S D 4 S D X 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S WW WW S ●●●●●● ● ● ● ● ● ● ●●●●●●●●●● ● ● ● ● ● ● ● ● ● ●●●●●●●●●● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●● \ \ \ \\\\\\\ \ \\\\\\\ FO FO FO FO \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ UGE UGE UGE U G E 24 W 24 W UG E 24 W 14 W 14 W 14 W 24 W 24 W 8 S D 8 S D 8 S D 12 S D 12 S D 6 SD 6 SD W W W W T T FO FO FO F O FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T 12 S D 12 S D 12 S D 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD U G E U G E UG E S S W E E E W W W W W VV V V V V VVV V V V W MW GP GP W W W D D 24 " C M P 24 " C M P 78" AQUEDUCT 78" AQUEDUCT BANGERTER HWY (SR-154) 4654 4653 4653 4652 4652 4651 4651 4651 4650 4650 4650 4649 464 9 4649 4649 4648 46 4 8 4648 4648 4647 4647 4 6 4 7 4647 4647 4647 4646 46 4 6 4646 46 4 6 4646 4646 464 5 464 5 4645 46 4 5 46 4 5 4645 4645 4644 46 4 4 464 4 4644 46 4 4 46454644 4644 46 4 3 464 3 464 3 4643 464 3 464 3 46 4 3 464 3 4 6 4 2 4642 464 2 464 2 4 6 4 2 4642 46 4 2 4642 4 6 4 2 464 1 46 4 1 4641 46 4 1 4 6 4 1 4 6 4 1 464 0 4640 464 0 46 4 0 4640 4639 463 9 46 4 3 4 6 4 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 50 . 0 0 ' AQ U A D U C T E A S E M E N T SE E N O T E 5 10 . 0 0 ' E A S E M E N T EXISTING RESERVOIR 20.00' EASEMENT 5.00' EASEMENT HTRON 0 Scale in Feet 20 UTILITY EASEMENT GENERAL NOTES CAVIN, CHRISTOPHER J; JT CAVIN, KRISTINA NGUYEN, HA T; JT HONG, PHONG; JT MERTENS FAM LIV TR ET AL OSBORNE, BRYCE C; JT OSBORNE, JAYNE A; J BA N D A L A P A L L I , P R A D E E P N ; JT B A N D A L A P A L L I HA M I L T O N , M E L I S S A ; J T B A L L , M I N D Y ; J T DO R A I R A J , K A M A L A N A T H A N ; J T D H U L I P A L A , K I LOT 436 LOT 435 LOT 434 LOT 433 LOT 432 LOT 431 LOT 430 PARCEL:27-08-451-003-0000 OWNER:JORDAN VALLEY WATER CONSERVANCY DISTRICT ACRES:0.52 ZONING:A-5 PARCEL:27-08-451-001-0000 OWNER:SALT LAKE COUNTY WATER CONSERVANCY ACRES:1.85 ZONING:A-5 LEGAL DESCRIPTION BEG S 89°57' E 5.8 FT FR S 1/4 COR SEC 8, T 3S, R 1W, S L M;N 0°25' W 433 FT; S 89°57' E 250 FT; S 0°25' E 250 FT; N 89°57' W 150 FT; S 0°25' E 183 FT; N 89°57' W 100 FT TO BEG. 1.85 AC, M OR L. LEGAL DESCRIPTION BEG S 89°39'22" E 255.8 FT FR S 1/4 COR SEC 8, T 3S, R 1W, SL M; N 0°07'22" W 183 FT; N 89°57' W 150 FT; S 0°25' E 183 FT; S 89°39'22" E 150 FT TO BEG. LESS STREET. 0.52 AC M OR L5491-2814 7363-937,935 THE BASIS FOR COORDINATES FOR THIS PROJECT ARE BASED ON NAD 83 STATE PLANE, UTAH CENTRAL ZONE (4302). NAD 83 COORDINATES WERE DERIVED FROM THE UTAH REFERENCE NETWORK (TURN GPS) VRS. THE DATUM FOR ELEVATION FOR THIS PROJECT IS NAVD 88 DERIVED FROM THE UTAH REFERENCE NETWORK (TURN GPS) VRS. THE PROJECT COORDINATES ARE NAD 83 STATE PLANE, UTAH CENTRAL ZONE SCALED TO GROUND DISTANCES USING THE FOLLOWING ORIGIN POINT AND COMBINED SCALE FACTOR: PROJECT LATITUDE: N40°33'57.18922" PROJECT LONGITUDE: W111°58'33.21285" PROJECT HEIGHT: 4593.636 FT COMBINED SCALE FACTOR: 1.0002390582 GEOID 18 SURVEY CONTROL TABLE CONTROL POINT PROJECT COORDINATES ELEVATION DESCRIPTIONNORTHINGEASTING 10 7375215.293 1508204.569 4643.194 CP10 - RC BASE 11 7375216.807 1508382.077 4641.266 NAIL - AERIAL TARGET 11 12 7375251.749 1508359.004 4640.874 MON - 10200S 3540W 13 7375326.430 1508167.487 4642.411 NAIL - AERIAL TARGET 13 14 7375220.389 1508040.135 4647.603 NAIL - AERIAL TARGET 14 15 7375256.199 1507940.847 4652.396 MON - SL COUNTY BRASS 1/4MON SEC8 16 7375828.736 1508360.317 4636.517 MON - 10110S 3540W 17 7375887.680 1508376.994 4635.732 NAIL - AERIAL TARGET 17 18 7375829.249 1508131.360 4639.370 MON - 10110S 19 7375834.780 1508131.122 4639.644 NAIL - AERIAL TARGET 19 21 7375438.055 1507988.955 4644.880 CP21 - SCRIBE X ON CURB 22 7375680.890 1507959.363 4640.512 CP22 - NAIL AND FEATHER 23 7375582.651 1508193.004 4638.809 CP23 - NAIL AND FEATHER 24 7375441.204 1508158.974 4639.787 CP24 - NAIL AND FEATHER 1.THE INFORMATION DEPICTED WITHIN THESE DRAWINGS IS COMPILED FROM LEGACY DRAWINGS AND FIELD SURVEYS FROM PREVIOUS PROJECTS, SITE VISITS, CONSTRUCTION OBSERVATION TIES AND PHOTOGRAPHS, AND THE MEMORIES OF OWNER STAFF AND CONSTRUCTION OBSERVERS. 2.THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE CONSTRUCTION DRAWINGS IN AN APPROXIMATE WAY ONLY. ADDITIONAL ACTIVE AND INACTIVE UTILITIES MAY BE PRESENT. 3.COORDINATE ALL ON-SITE STAGING WITH OWNER TO AVOID CONFLICTS WITH EXISTING UTILITIES. 4.MAINTAIN OWNER EGRESS TO SITE AT ALL TIMES. 5.NO CONSTRUCTION EQUIPMENT, OTHER EQUIPMENT OR MATERIALS CAN BE STAGED IN THE 50-FOOT AQUEDUCT EASEMENT. 22 21 24 23 10 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - X P - E x i s t i n g _ C o n d i t i o n s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 5 : 0 1 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : CS - E X _ 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EX I S T I N G C O N D I T I O N S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C100 W OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E S OH E 18 RCP18 RCP18 RCP18 RCP18 RCP 6 S D 24 W W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 36 W36 W36 W 36 W 36 W 24 W 24 W UGE UGE UGE UGE 4 S D 4 SD 4 S D 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S WW WW S ●●●●●●●● ● ● ● ● ● ● ●●●●●●●●●● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● FO FO FO FO UGE UGE UGE U G E 24 W 24 W UG E 24 W 14 W 14 W 14 W 24 W 24 W 8 S D 8 S D 8 S D 12 S D 12 S D 6 SD 6 SD W W W W T T FO FO FO F O FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T 12 S D 12 S D 12 S D 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD U G E U G E UG E S S W E E E W W W W W VV V V V V VVV V V V W MW GP GP W W W D D 24 " C M P 24 " C M P 78" AQUEDUCT 78" AQUEDUCT BANGERTER HWY (SR-154) 4654 4653 4653 4652 4652 4651 4651 4651 4650 4650 4650 4649 4649 4649 4649 4648 46 4 8 4648 4648 4647 4647 4 6 4 7 4647 4647 4647 4646 46 4 6 4646 46 4 6 4646 4646 464 5 464 5 4645 46 4 5 46 4 5 4645 4645 4644 464 4 464 4 4644 46 4 4 46454644 4644 46 4 3 464 3 464 3 4643 464 3 464 3 46 4 3 464 3 4 6 4 2 4642 464 2 464 2 4 6 4 2 4642 46 4 2 4642 4 6 4 2 464 1 46 4 1 4641 46 4 1 4 6 4 1 4 6 4 1 464 0 4640 464 0 46 4 0 4640 4639 463 9 46 4 3 4 6 4 1 EXISTING RESERVOIR 50 . 0 0 ' AQ U A D U C T E A S E M E N T HTRON 0 Scale in Feet 20 1 DEMOLITION NOTES PROTECT GUY WIRE REMOVE EXISTING TREE REMOVE EXISTING ASPHALT REMOVE EXISTING FENCE PROTECT EXISTING FENCE REMOVE EXISTING GRAVEL REMOVE EXISTING CURB AS NEEDED FOR NEW GRAVEL ROAD REMOVE EXISTING GRASS AND 2" OF SOIL INSIDE FENCE. PROTECT EXISTING TREE ROOTS. (SEE LANDSCAPE PLAN) PROTECT ALL EXISTING TREES ON SITE NOT SHOWN FOR REMOVAL (TYPICAL). DO NOT EXCAVATE OR FILL IN THE DRIPLINE OF EXISTING TREES TO REMAIN. EXISTING FENCE AROUND EQUIPMENT INSIDE EASEMENT (GREEN AREA) TO BE PROTECTED AND REMAIN IN PLACE. REMOVE AND SALVAGE EXISTING SIGNS. CUT AND CAP EXISTING IRRIGATION MAINLINE. EXISTING IRRIGATION LINES TO BE ABANDONED AND LEFT IN PLACE. PLUG AND ABANDON MONITORING WELL, UTAH STATE ADMINISTRATIVE RULES FOR WATER WELLS (R655-4 UAC). EXISTING FENCE TO REMAIN IN PLACE. CONTRACTOR SHALL PROTECT EXISTING FENCE ALONG BANGERTER HWY. REMOVE AND REPLACE EXISTING SIDEWALK. REMOVE AND REPLACE EXISTING CURB AND GUTTER. REMOVE AND RELOCATE EXISTING POWER POLE. NO CONSTRUCTION EQUIPMENT, OTHER EQUIPMENT OR MATERIALS CAN BE STAGED WITHIN THE 50-FOOT AQUEDUCT EASEMENT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 4 3 2 2 2 4 5 6 7 4 8 8 8 8 9 10 11 11 11 12 13 14 7 3 3 15 15 16 16 17 6 6 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - D P - D e m o l i t i o n _ P l a n . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 2 4 : 4 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : CS - D E M O _ 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H DE M O L I T I O N P L A N CONST. CSD WG BG SEPT. 2021 11910-2020-002 C101 18 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G CLOSURE NOTES 1.CONTRACTOR MAY CLOSE RIGHT-OF-WAY (STREETS / SIDEWALK) WITHIN 10200 SOUTH FOR DURATION OF PROJECT. 2.CONTRACTOR IS RESPONSIBLE FOR RESTORATION AND REPAIR OF DAMAGE WITHIN RIGHT-OF-WAY AS APPROVED BY CITY ENGINEER TO EQUAL OR BETTER CONDITION AS EXISTED PRIOR TO START OF CONSTRUCTION. FINAL PAYMENT WILL NOT BE PROVIDED UNTIL ACCEPTABLE REPAIRS AND RESTORATION HAVE BEEN PERFORMED. 3.CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS (I.E. PICTURES, VIDEO) PRIOR TO STARTING WORK TO AVOID DISAGREEMENTS AT PROJECT COMPLETION. RIGHT-OF-WAY CLOSURE (SEE CLOSURE NOTES) S WW WW S ●●●●●● ●●●●●●●●●● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●● \ \ \ \\\\\\\ \ \\\\\\\ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ S S W E E E W W W W W VV V V V V VVV V V V W MW GP GP W W W D D BANGERTER HWY (SR-154) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ E E E E E 6. 0 0 ' 12 . 0 0 ' 32.00' 5. 8 4 ' 15 . 0 0 ' TY P . 15 . 0 0 ' TY P . 11.00' NEW PUMP STATION BLDG 90' L X 40' W FFE = 4643.00 15 . 2 1 ' EXISTING RESERVOIR EXISTING JVWCD PUMP STATION 10 2 0 0 S O U T H 10 . 0 0 ' B L D G S E T B A C K 10.00' BLDG SETBACK 10 . 0 0 ' B L D G S E T B A C K 30.00' BLDG SETBACK 28 . 0 0 ' GA T E O V E R A L L O U T - O U T 18 . 0 0 ' G A T E O V E R A L L O U T - O U T 6.00' 10 . 0 0 ' T C I E A S E M E N T 50 ' A Q U E D U C T E A S E M E N T HTRON 0 Scale in Feet 20 CONSTRUCTION NOTES TYPE A CONCRETE CURB AND GUTTER PER APWA PLAN 205.1 PROVIDE 2' CURB TAPER ASPHALT PAVEMENT PER DETAIL 1 / C502 DECORATIVE METAL FENCE PER DETAIL 1 / C503 (ALONG PROPERTY FRONTAGE) DECORATIVE METAL DOUBLE SWING GATE PER DETAIL 1 / C503 FLARE DRIVEWAY APPROACH PER APWA PLAN 221.1 UNDERGROUND SURGE TANK (SEE PROCESS) RETENTION / INFILTRATION POND GENERATOR PAD (SEE STRUCTURAL) TRANSFORMER PAD (SEE STRUCTURAL) ATS PAD (SEE STRUCTURAL) CONDENSING UNITS (SEE MECHANICAL) SWITCH GEAR PAD (SEE STRUCTURAL) METER CABINET PAD (SEE STRUCTURAL) 6" CONCRETE SIDEWALK PER APWA PLAN 231 8" CONCRETE SIDEWALK PER APWA PLAN 231 PATTERNED STAMPED COLORED CONCRETE PARK STRIP PER APWA PLAN 232.1 BOLLARD PER DETAIL 6 / C502 CONDENSING UNITS CONCRETE PAD AND SCREENING WALL (SEE STRUCTURAL/MECHANICAL) TIE CURB AND GUTTER TO EXISTING ASPHALT PAVEMENT PER APWA PLAN 252 TIE CURB AND GUTTER TO EXISTING CURB AND GUTTER PER APWA PLAN 206 BUTTERFLY VALVE VAULT - SEE SHEET C500 DECORATIVE METAL 4' OUT-OUT SINGLE SWING GATE PER DETAIL 1 / C503. BITUMINOUS PAVEMENT TRENCH REPAIR SEE DETAIL 3 / C502. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 1 9 8 10 14 13 12 3 4 4 7 LOT OWNER CAVIN, CHRISTOPHER J; JT CAVIN, KRISTINA LOT OWNER NGUYEN, HA T; JT HONG, PHONG; JT LOT OWNER MERTENS FAM LIV TR ET AL LOT OWNER OSBORNE, BRYCE C; JT OSBORNE, JAYNE A; J LO T O W N E R BA N D A L A P A L L I , P R A D E E P N ; JT B A N D A L A P A L L I LO T O W N E R HA M I L T O N , M E L I S S A ; J T B A L L , M I N D Y ; J T LO T O W N E R DO R A I R A J , K A M A L A N A T H A N ; J T D H U L I P A L A , K I 11 15 18 1818 18 18 19 5 5 20 1 6 6 15 4 15 17 17 17 20 20 21 1 18 2 2 CURB LEGEND TIP IN CURB TIP OUT CURB 23 23 24 24 20 20 15 15 22 22 22 22 21 21 21 15 15 16 15 10 16 18 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P l a n . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 2 6 : 3 5 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : CS - S I T E _ 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H SI T E P L A N CONST. CSD WG BG SEPT. 2021 11910-2020-002 C102 WW WW ●●●● ●●●●●●●●●● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●● \ \ \ \\\\\\\ \ \\\\\\\ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ S S GP GP D D BANGERTER HWY (SR-154) 46534652 4651 4651 4650 4650 464 9 4649 4649 46 4 8 4648 4648 4647 4 6 4 7 4647 4647 4647 46 4 6 4646 46 4 6 4646 4646 464 5 4645 46 4 5 46 4 5 4645 4645 46 4 4 464 4 4644 46 4 4 46454644 4644 4643 464 3 4643 464 3 464 3 46 4 3 464 3 4 6 4 2 4642 464 2 464 2 4 6 4 2 4642 46 4 2 4642 4 6 4 2 464 1 464 1 4641 46 4 1 4 6 4 1 4 6 4 1 464 0 4640 464 0 46 4 0 4640 4639 463 9 46 4 3 4 6 4 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1. 0 % ??? 4 2 . 7 0 4 2 . 3 7 41. 8 9 42.7 0 4 2 . 4 5 41.60 4 2 . 5 0 42. 7 7 4 2 . 6 0 42. 8 6 4 6 . 5 5 42.85 42. 2 9 42 . 9 2 4 3 . 2 0 4 5 . 1 3 42.6 7 4 1 . 5 0 4 0 . 0 0 4 1 . 0 9 3 8 . 3 7 37. 5 0 46 4 2 46 4 3 46 4 4 4642 4641 46424642 46 3 8 46 3 9 4638 4639 33 . 8 % 23 . 7 % 4:1 4 : 1 4: 1 46 . 5 6 42.8 2 42.89 42.89 42 . 1 9 42 . 2 5 2.5% 4 2 . 2 5 42. 5 0 4 2 . 2 5 39 . 8 6 4 0 . 7 9 42 . 1 0 42 . 6 2 42. 0 3 42. 7 9 42. 9 2 4 6 . 6 8 4 5 . 8 0 4 5 . 6 9 4 6 . 4 8 4 7 . 3 3 4 7 . 1 4 4 7 . 0 2 4 7 . 0 0 4 8 . 0 8 4 2 . 3 7 4 2 . 2 2 45. 9 2 4 2 . 8 1 4 2 . 9 0 4 2 . 6 0 3:142. 9 0 42 . 5 5 4 5 . 9 5 46. 0 0 4 5 . 8 0 NEW PUMP STATION FFE = 4643.00 EXISTING RESERVOIR 10 2 0 0 S O U T H GENERATOR FFE = 4643.00 FFE = 4642.50 FFE = 4645.50 CONTRACTOR TO MATCH EXISTING GRADE. MAINTAIN POSITIVE DRAINAGE TOWARDS RETENTION BASIN. GENERAL NOTES 1.ALL CURB AND GUTTER SPOT ELEVATION ARE TO FLOWLINE ELEVATION. 2.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE (I.E. TOP OF PAVEMENT, TOP OF TOPSOIL OR ROCK/GRAVEL) 0 Scale in Feet 20 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C G - S P - S i t e _ G r a d i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 2 7 : 2 3 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : SP _ 0 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H SI T E G R A D I N G CONST. CSD WG BG SEPT. 2021 11910-2020-002 C103 16TO18" RCP SILTED S INV=8.15 16TO18" RCP COVER W/ MESH INV=8.15 6TO8" RCP NE INV=7.65 W OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE S S B1/TESTHOLE RC BASE SCRIBE X ON CURB E FACE 10200S 3540W AERIAL TARGET 13 AERIAL TARGET 14 NAIL AND FEATHER SL COUNTY BRASS 1/4MON SEC8 10" 16" HAZARD END OF ROAD SMALL/PWR/BUILDING B2/TESTHOLE 4.75' X 3.5' BEURO OF RECLAMATION ELEV MON 4643.982FT NO/TRESPASSING/NO/DUMPING 9" LID 6" PVC W INV. =3.50 6" PVC SE INV.=3.95 6" PVC NW INV.=4.09 3" PVC N INV.=1.11 2" VERTICLE "TEST STATION" AT POLE WHIT/FLAGGING/TESTHOLE RAISED POWER BOX 4' X 4' AT POLE SAG EDGE OF MAN HOLE LATCH SAG COMCAST/CENTER4X3' IRRIGATION 18" PINE WATER VENT SAG AT POLE NE CORNER SHOT AT/POLE COMCAST/CENTER4X3' 36" TALL WATER VENT PIPE ELECTRICAL SENSORS NO/TRESPASSING/NO/DUMPING IRRIGATION 20" PINE POWER/METER/IRRIGATIN/CONTROL NE CORNER SHOT WATER VENT AT POLE 3.75' X 3.75' HATCH LID SAG AT/POLE CATV 3X2' BURIED WATER LINE 6"/STEEL/VERTICAL/WELLPIPE 6"/CRABAPPLE WATER VENT SAG NE CORNER SHOT CHAIN CONNECTING BOLLARDS 6"/CRABAPPLES RAISED POWER METER 3.25' X 3.25' LID SAG WATER OVERFLOW RELEASE IN 10" CONC FOOTING VENT 9" LID 24" PINE EDGE/BRICK/PILLAR 6"/CRABAPPLE AT POLE CATV/CENTER/2X3' CATV 3X2' CENTER 12" POLE AT/POLE 52X53" AT/POLE WATER OVERFLOW RELEASE VENT PERIMETER OF TANK 20" PINE 16" SILVER MAPLE 24" PINE NE CORNER SHOT "EMPTY" SAG SAG SAG 6/UG/CONDUITS 12" SIDEWALK/ENDS HAZARD END OF ROAD AT/POLE DEAD/END GROUND WIRE IN 2" VERTICLE PIPE VENT HAZARD END OF ROAD 9" LIDSAG 29 DEGREE F 6"/CRABAPPLES 6" POLE W/ SECURITY CAM SAGOHEOHEOHE 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 6 SD W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 16TO18" N. INV=10.98; 6" PVC E. INV=4.91 UG E UG E UG E UG E WATER VENT WATER VENT 4 S D 4 S D 4 S D 10" W. INV=23.31; 10" E. INV=23.42 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS WWWW S 10200 SOUTH ●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ●●●●●● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●● ● ● ● ● ● ● ● ● ● ●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● \ \ \\ \ \ \ \ \ \\\\ \ \ \ \ \ FO FO FO FO \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ UG E UG E UG E UG E UGE 14 W 14 W 14 W 8 S D 8 S D 8 S D 12 S D 12 S D 6 S D 6 S D W W W W EXISTING RESERVOIR T T FO FO FO FO FOFO 35 4 0 W E S T T T T T T T T T T T T T TTTTTTTTT T T T T T T T 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D UGE UGE UGE S S W E E E E WWW W W VV V V V V VV V V V W MW GP GP W W W D D 24" CMP24" CMP EXISTING JVWCD PUMP STATION 78 " A Q U E D U C T 78 " A Q U E D U C T BA N G E R T E R H W Y ( S R - 1 5 4 ) 4 6 5 4 4 6 5 3 46 5 3 4 6 5 2 46 5 2 4 6 5 1 46 5 1 46 5 1 4 6 5 0 4 6 5 0 46 5 0 46 4 9 4 6 4 9 46 4 9 46 4 9 4 6 4 8 46 4 8 46 4 8 46 4 8 46 4 7 4 6 4 7 4647 46 4 7 46 4 7 46 4 6 4646 46 4 6 4646 46 4 6 4 6 4 5 4 6 4 5 4 6 4 5 4645 464 5 46 4 5 4 6 4 4 4 6 4 4 46 4 4 46 4 4 4644 46 4 5 46 4 4 4643 46 4 3 4 6 4 3 4 6 4 3 4 6 4 3 4 6 4 3 46 4 2 4642 4641 4 6 4 2 4 6 4 2 4 6 4 2 464 2 4 6 4 1 46 4 1 46 4 1 4 6 4 0 46 4 0 4643 464 1 \\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ FO FO FO E FO E E FO FO E 24" DIP 36" STL 24 " D I P 24 " D I P 24 " D I P 24 " D I P 24 " D I P 24 " D I P 36 " S T L 24" STL 24" STL SS SS SS NEW PUMP STATION BLDG 90' L X 40' W FFE = 4643.00 50' AQUEDUCT EASEMENT 50' AQUEDUCT EASEMENT SD SD SD POTHOLE TABLE ID # 1 2 3 4 5 6 7 8 9 10 11 ELEVATION 4636.62 4636.86 4636.50 4636.03 4636.25 4642.66 4639.99 4643.10 4644.11 4639.05 4640.52 NORTHING 7375447.57 7375457.11 7375457.28 7375457.64 7375390.13 7375270.72 7375241.54 7375235.39 7375201.09 7375236.49 7375246.47 EASTING 1508034.01 1508028.24 1508026.01 1508023.02 1507989.42 1508000.32 1508002.64 1508003.69 1508027.39 1508098.31 1508098.33 DESCRIPTION 4in PVC 12in Ductile Iron 6in Ductile Iron 24in Ductile Iron 24in Ductile Iron 36in Poly-Coated Steel 24in Poly-Coated Steel 12in PVC 1in Poly 12in ACP 14in Ductile Iron 1 2 3 4 5 6 7 8 9 10 11 0 Scale in Feet 20 3 CONSTRUCTION NOTES 48" WSP WM (SEE C105 FOR PLAN & PROFILE) 24" WSP WM (SEE C105 FOR PLAN & PROFILE) 30" WSP WM (SEE C105 FOR PLAN & PROFILE) 42" WSP WM (SEE C106 FOR PLAN & PROFILE) 36" WSP WM (SEE C107 FOR PLAN & PROFILE) 24" WSP WM (SEE C107 FOR PLAN & PROFILE) 4" PVC SEWER LATERAL (SEE C108 FOR PLAN & PROFILE) ELECTRICAL DUCT BANK (SEE ELECTRICAL) FIBER OPTIC CONDUIT (SEE ELECTRICAL) FUTURE PIPE BY OTHERS 24" BFV VAULT (SEE DETAIL 1 / C500) 30" BFV VAULT (SEE DETAIL 2 / C500) 36" BFV VAULT (SEE DETAIL 3 / C500) 24" BFV VAULT (SEE DETAIL 1 / C500) 12" PVC BLOW-OFF DRAIN (SEE C109 FOR PLAN & PROFILE) INSTALL NEW CHECK VALVE (SEE DETAIL 2 / C505) REFER TO SPECIFICATION SECTION 26 42 00 FOR CATHODIC PROTECTION OF SITE METALLIC WATER PIPES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 8 9 8 8 8 9 2 74 4 6 5 10 12 11 13 14 15 DI S C H A R G E W M DISCHARGE WM 4 3 2 1 5 8 7 10 11 6 SUCTION WMFi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : SP _ 0 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H SI T E P I P I N G CONST. CSD WG BG SEPT. 2021 11910-2020-002 C104 17 17 17 17 16 16TO18" RCP SILTED S INV=8.15 16TO18" RCP COVER W/ MESH INV=8.15 6TO8" RCP NE INV=7.65 W OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE S S B1/TESTHOLE RC BASE SCRIBE X ON CURB E FACE 10200S 3540W AERIAL TARGET 13 AERIAL TARGET 14 NAIL AND FEATHER SL COUNTY BRASS 1/4MON SEC8 10" 16" HAZARD END OF ROAD SMALL/PWR/BUILDING B2/TESTHOLE 4.75' X 3.5' BEURO OF RECLAMATION ELEV MON 4643.982FT NO/TRESPASSING/NO/DUMPING 9" LID 6" PVC W INV. =3.50 6" PVC SE INV.=3.95 6" PVC NW INV.=4.09 3" PVC N INV.=1.11 2" VERTICLE "TEST STATION" AT POLE WHIT/FLAGGING/TESTHOLE RAISED POWER BOX 4' X 4' AT POLE SAG EDGE OF MAN HOLE LATCH SAG COMCAST/CENTER4X3' IRRIGATION 18" PINE WATER VENT SAG AT POLE NE CORNER SHOT AT/POLE COMCAST/CENTER4X3' 36" TALL WATER VENT PIPE ELECTRICAL SENSORS NO/TRESPASSING/NO/DUMPING IRRIGATION 20" PINE POWER/METER/IRRIGATIN/CONTROL NE CORNER SHOT WATER VENT AT POLE 3.75' X 3.75' HATCH LID SAG AT/POLE CATV 3X2' BURIED WATER LINE 6"/STEEL/VERTICAL/WELLPIPE 6"/CRABAPPLE WATER VENT SAG NE CORNER SHOT CHAIN CONNECTING BOLLARDS 6"/CRABAPPLES RAISED POWER METER 3.25' X 3.25' LID SAG WATER OVERFLOW RELEASE IN 10" CONC FOOTING VENT 9" LID 24" PINE EDGE/BRICK/PILLAR 6"/CRABAPPLE AT POLE CATV/CENTER/2X3' CATV 3X2' CENTER 12" POLE AT/POLE 52X53" AT/POLE WATER OVERFLOW RELEASE VENT PERIMETER OF TANK 20" PINE 16" SILVER MAPLE 24" PINE NE CORNER SHOT "EMPTY" SAG SAG SAG 6/UG/CONDUITS 12" SIDEWALK/ENDS HAZARD END OF ROAD AT/POLE DEAD/END GROUND WIRE IN 2" VERTICLE PIPE VENT HAZARD END OF ROAD 9" LIDSAG 29 DEGREE F 6"/CRABAPPLES 6" POLE W/ SECURITY CAM SAGOHEOHEOHE 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 6 SD W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 16TO18" N. INV=10.98; 6" PVC E. INV=4.91 UG E UG E UG E UG E WATER VENT WATER VENT 4 S D 4 S D 4 S D 10" W. INV=23.31; 10" E. INV=23.42 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS WWWW S 10200 SOUTH ●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ●●●●●● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●● ● ● ● ● ● ● ● ● ● ●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● \ \ \\ \ \ \ \ \ \\\\ \ \ \ \ \ FO FO FO FO \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ UG E UG E UG E UG E UGE 14 W 14 W 14 W 8 S D 8 S D 8 S D 12 S D 12 S D 6 S D 6 S D W W W W EXISTING RESERVOIR T T FO FO FO FO FOFO 35 4 0 W E S T T T T T T T T T T T T T TTTTTTTTT T T T T T T T 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D UGE UGE UGE S S W E E E E WWW W W VV V V V V VV V V V W MW GP GP W W W D D 24" CMP24" CMP EXISTING JVWCD PUMP STATION 78 " A Q U E D U C T 78 " A Q U E D U C T BA N G E R T E R H W Y ( S R - 1 5 4 ) 4 6 5 4 4 6 5 3 46 5 3 4 6 5 2 46 5 2 4 6 5 1 46 5 1 46 5 1 4 6 5 0 4 6 5 0 46 5 0 46 4 9 4 6 4 9 46 4 9 46 4 9 4 6 4 8 46 4 8 46 4 8 46 4 8 46 4 7 4 6 4 7 4647 46 4 7 46 4 7 46 4 6 4646 46 4 6 4646 46 4 6 4 6 4 5 4 6 4 5 4 6 4 5 4645 464 5 46 4 5 4 6 4 4 4 6 4 4 46 4 4 46 4 4 4644 46 4 5 46 4 4 4643 46 4 3 4 6 4 3 4 6 4 3 4 6 4 3 4 6 4 3 46 4 2 4642 4641 4 6 4 2 4 6 4 2 4 6 4 2 464 2 4 6 4 1 46 4 1 46 4 1 4 6 4 0 46 4 0 4643 464 1 \\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ FO FO FO E FO E E FO FO E 24" DIP 36" STL 24 " D I P 24 " D I P 24 " D I P 24 " D I P 24 " D I P 24 " D I P 36 " S T L 24" STL 24" STL SS SS SS NEW PUMP STATION BLDG 90' L X 40' W FFE = 4643.00 50' AQUEDUCT EASEMENT 50' AQUEDUCT EASEMENT SD SD SD POTHOLE TABLE ID # 1 2 3 4 5 6 7 8 9 10 11 ELEVATION 4636.62 4636.86 4636.50 4636.03 4636.25 4642.66 4639.99 4643.10 4644.11 4639.05 4640.52 NORTHING 7375447.57 7375457.11 7375457.28 7375457.64 7375390.13 7375270.72 7375241.54 7375235.39 7375201.09 7375236.49 7375246.47 EASTING 1508034.01 1508028.24 1508026.01 1508023.02 1507989.42 1508000.32 1508002.64 1508003.69 1508027.39 1508098.31 1508098.33 DESCRIPTION 4in PVC 12in Ductile Iron 6in Ductile Iron 24in Ductile Iron 24in Ductile Iron 36in Poly-Coated Steel 24in Poly-Coated Steel 12in PVC 1in Poly 12in ACP 14in Ductile Iron 1 2 3 4 5 6 7 8 9 10 11 0 Scale in Feet 20 3 CONSTRUCTION NOTES 48" WSP WM (SEE C105 FOR PLAN & PROFILE) 24" WSP WM (SEE C105 FOR PLAN & PROFILE) 30" WSP WM (SEE C105 FOR PLAN & PROFILE) 42" WSP WM (SEE C106 FOR PLAN & PROFILE) 36" WSP WM (SEE C107 FOR PLAN & PROFILE) 24" WSP WM (SEE C107 FOR PLAN & PROFILE) 4" PVC SEWER LATERAL (SEE C108 FOR PLAN & PROFILE) ELECTRICAL DUCT BANK (SEE ELECTRICAL) FIBER OPTIC CONDUIT (SEE ELECTRICAL) FUTURE PIPE BY OTHERS 24" BFV VAULT (SEE DETAIL 1 / C500) 30" BFV VAULT (SEE DETAIL 2 / C500) 36" BFV VAULT (SEE DETAIL 3 / C500) 24" BFV VAULT (SEE DETAIL 1 / C500) 12" PVC BLOW-OFF DRAIN (SEE C109 FOR PLAN & PROFILE) INSTALL NEW CHECK VALVE (SEE DETAIL 2 / C505) REFER TO SPECIFICATION SECTION 26 42 00 FOR CATHODIC PROTECTION OF SITE METALLIC WATER PIPES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 8 9 8 8 8 9 2 74 4 6 5 10 12 11 13 14 15 DI S C H A R G E W M DISCHARGE WM 4 3 2 1 5 8 7 10 11 6 SUCTION WMFi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : SP _ 0 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H SI T E P I P I N G CONST. CSD WG BG SEPT. 2021 11910-2020-002 C104 17 17 17 17 16 16TO18" RCP SILTED S INV=8.15 16TO18" RCP COVER W/ MESH INV=8.15 6TO8" RCP NE INV=7.65 S B1/TESTHOLE SCRIBE X ON CURB NAIL AND FEATHER 16" SMALL/PWR/BUILDING B2/TESTHOLE WHIT/FLAGGING/TESTHOLE RAISED POWER BOX EDGE OF MAN HOLE LATCH COMCAST/CENTER4X3' 18" PINE WATER VENT 6"/STEEL/VERTICAL/WELLPIPE WATER VENT CHAIN CONNECTING BOLLARDS 24" PINE CATV 3X2' CENTER 52X53" PERIMETER OF TANK 16" SILVER MAPLE 18 R C P 18 R C P 18 R C P UG E UG E 4 S D 4 S D 4 S D 4 S D 4 S D 4 S D ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● \\ \ \\ \\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \ \ FO FO FO UG E UG E UG E UG E UG E 14 W 14 W 8 S D 8 S D 8 S D 8 S D 8 S D 8 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D E V V V V 78 " A Q U E D U C T 4646 4645 46 4 4 4644 4 6 4 3 4 6 4 3 4 6 4 2 464 2 4 6 4 1 46 4 1 4 6 4 0 4643 4641 8 S D \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \ \ \ \ \ \ \ \\ \\\\\ FO FO FO FO FO FO E FO E E FO FO FO FO 24 " D I P SD SD SD SD SD SD 1+ 0 0 2+00 3+00 3+56.99 BP: 1+00.00 N: 7375390.1316 E: 1507990.3817 EP: 3+56.99 N: 7375429.2656 E: 1508176.6271 PI : 1 + 9 7 . 8 0 N: 7 3 7 5 4 6 1 . 2 3 2 1 E: 1 5 0 8 0 3 4 . 7 8 0 7 PI : 2 + 1 4 . 4 5 N: 7 3 7 5 4 6 1 . 2 5 4 0 E: 1 5 0 8 0 5 1 . 4 3 7 6 PI: 2+26.49 N: 7375461.2381 E: 1508063.4695 STA = 1+22.13 H Δ = 22°30'00" N: 7375412.2551 E: 1507990.0967 STA = 1+77.66 H Δ = 44°59'56" N: 7375461.2273 E: 1508014.6462 STA = 3+05.00 H Δ = 30°00'45" N: 7375461.2553 E: 1508141.9856 STA = 3+45.00 H Δ = 59°59'59" N: 7375441.2551 E: 1508176.6270 STA = 1+65.89 H Δ = 23°13'31" N: 7375452.8997 E: 1508006.3222 STA 2+26.47 OFFSET -12.37' L 30" BFV RIM = 4642.50 CL = 4634.00 N: 7375473.6079 E: 1508063.4710 STA 2+26.46 OFFSET -18.87' L CONNECTION TO TANK RESTRAINED 30" STEEL COUPLING CL = 4634.00 N: 7375480.1079 E: 1508063.4695 24" BFV STA: 1+16.46 N: 7375406.5891 E: 1507990.1786 4620 4625 4630 4635 4640 4645 4650 4620 4625 4630 4635 4640 4645 4650 EG ELEV STATION FF = 4643.00 ELEV = 4631.00 12" DIP RIM = 4646.50 24 " B F V CL E L E V = 4 6 3 5 . 2 5 48 " x 2 4 " R E D 48 " x 3 6 " T E E ( R e d ) 30 ° B E N D 60 ° B E N D 4646.01 4642.59 4640.56 1+00 2+00 3+00 4+00 ST A = 1 + 5 8 . 6 7 PI P E ℄= 4 6 2 9 . 9 7 V Δ = - 1 1 ° 1 5 ' 0 0 " ST A = 2 + 0 2 . 9 0 PI P E ℄= 4 6 3 3 . 0 0 V Δ = 1 1 ° 1 5 ' 0 0 " ST A = 2 + 1 8 . 2 6 PI P E ℄= 4 6 3 3 . 0 0 V Δ = - 7 ° 0 6 ' 4 5 " ST A = 2 + 2 6 . 2 6 PI P E ℄= 4 6 3 4 . 0 0 V Δ = 7 ° 0 6 ' 4 5 " ST A = 3 + 4 7 . 3 1 PI P E ℄= 4 6 3 4 . 0 0 V Δ = - 1 9 ° 1 2 ' 5 4 " ST A = 3 + 5 1 . 6 2 PI P E ℄= 4 6 3 5 . 5 0 V Δ = 1 9 ° 1 3 ' 0 0 " ST A = 1 + 0 0 . 4 2 PI P E ℄= 4 6 3 5 . 2 5 V Δ = - 0 ° 0 0 ' 0 0 " ST A = 1 + 6 5 . 7 0 PI P E ℄= 4 6 2 9 . 9 7 V Δ = - 0 ° 0 0 ' 0 0 " ST A = 1 + 7 7 . 9 3 PI P E ℄= 4 6 2 9 . 9 7 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 8 7 . 6 6 PI P E ℄= 4 6 2 9 . 9 7 V Δ = - 1 1 ° 1 5 ' 0 0 " ST A = 1 + 2 1 . 9 3 PI P E ℄= 4 6 3 5 . 2 5 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 3 2 . 1 3 PI P E ℄= 4 6 3 5 . 2 5 V Δ = 1 1 ° 1 5 ' 0 0 " 12" OVERFLOW 4" DRAIN LINE 12" PVC DRAIN LINE 24 " x 2 4 " M J T E E 24 " 2 2 . 5 ° M J B E N D 24 " 1 1 . 2 5 ° B E N D 24 " 2 2 . 5 ° B E N D 24 " 4 5 ° B E N D 24 " 1 1 . 2 5 ° B E N D 24 " 1 1 . 2 5 ° B E N D 24 " 1 1 . 2 5 ° B E N D M J x M J 8" DRAIN LINE 24" DIP CONSTRUCTION NOTES CONNECT TO EXISTING PIPE REFER TO DETAIL 1/C506 REFER TO DETAIL 2/C506 FOR TRANSITION FROM 24" WSP TO 48" WSP TANK CONNECTION BY DN TANKS OR APPROVED EQUAL, REFER TO DETAIL 2/C506 CAP AND PLUG EXISTING WELL CONNECTION TO PUMP STATION SEE DETAIL 9 / P500. 24" BUTTERFLY VALVE VAULT, SEE DETAIL 1/C500 30" BUTTERFLY VALVE VAULT, SEE DETAIL 2/C500 OFFSITE MUSHROOM AIR VENT. LOCATE VENTS ADJACENT TO TANK FOOTINGS. 4" OF RIGID POLYSTYRENE INSULATION (WIDTH = PIPE O.D. +4') 1 2 3 4 5 6 7 8 9 GENERAL NOTES 1.ALL PIPE AND FITTINGS SHALL BE RESTRAINED. 3 7 2 6 1 4 5 8 9 SUCTION WM DI S C H A R G E W M 10'0 10'20' 20'0 20'40' - 30" WSP (AWWA C200 3/16" THICKNESS) DESIGN PRESSURE - 40 PSI FIELD TEST PRESSURE - 60 PSI 24" WSP (AWWA C200 3/16" THICKNESS) DESIGN PRESSURE - 40 PSI FIELD TEST PRESSURE - 60 PSI 48" WSP (AWWA C200 1/4" THICKNESS) DESIGN PRESSURE - 40 PSI FIELD TEST PRESSURE - 60 PSI 51 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : PP _ 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H 48 I N S U C T I O N W M P L A N & P R O F I L E CONST. CSD WG BG SEPT. 2021 11910-2020-002 C105 W OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE S B1/TESTHOLE RC BASE E FACE AERIAL TARGET 13 AERIAL TARGET 14 SL COUNTY BRASS 1/4MON SEC8 HAZARD END OF ROAD B2/TESTHOLE 4.75' X 3.5' BEURO OF RECLAMATION ELEV MON 4643.982FT NO/TRESPASSING/NO/DUMPING 9" LID 6" PVC W INV. =3.50 6" PVC SE INV.=3.95 6" PVC NW INV.=4.09 3" PVC N INV.=1.11 2" VERTICLE "TEST STATION" SAG AT POLE WHIT/FLAGGING/TESTHOLE 4' X 4' AT POLE SAG IRRIGATION WATER VENT SAG AT POLE NE CORNER SHOT AT/POLE COMCAST/CENTER4X3' 36" TALL WATER VENT PIPE ELECTRICAL SENSORS NO/TRESPASSING/NO/DUMPING IRRIGATION POWER/METER/IRRIGATIN/CONTROL NE CORNER SHOT WATER VENT AT POLE 3.75' X 3.75' HATCH LID SAG AT/POLE CATV 3X2' BURIED WATER LINE 6"/CRABAPPLE WATER VENT SAG NE CORNER SHOT CHAIN CONNECTING BOLLARDS 6"/CRABAPPLES RAISED POWER METER 3.25' X 3.25' LID SAG WATER OVERFLOW RELEASE IN 10" CONC FOOTING VENT 9" LID EDGE/BRICK/PILLAR 6"/CRABAPPLE AT POLE CATV/CENTER/2X3' 12" POLE AT/POLE AT/POLE WATER OVERFLOW RELEASE VENT 24" PINE NE CORNER SHOT "EMPTY" SAG SAG SAG 6/UG/CONDUITS SIDEWALK/ENDS HAZARD END OF ROAD AT/POLE DEAD/END GROUND WIRE IN 2" VERTICLE PIPE VENT HAZARD END OF ROAD 9" LIDSAG 29 DEGREE F 6"/CRABAPPLES 6" POLE W/ SECURITY CAM SAGOHEOHEOHE 18 R C P 18 R C P 18 R C P 18 R C P 6 SD W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 14 W 16TO18" N. INV=10.98; 6" PVC E. INV=4.91 UG E UG E UG E WATER VENT WATER VENT 10" W. INV=23.31; 10" E. INV=23.42 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS 10 SS WWWW S 10200 SOUTH ●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●● ● ● ● ● ● ● ● FO FO FO \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ UG E UG E UGE 14 W 14 W 14 W 6 S D 6 S D W W W W T T FO FO FO FO FOFO T T T T T T T T T T T T TTTTTTTTT T T T T T T T UGE UGE UGE S S W E E E WWW W W VV V V V VV V V W MW GP GP W W W D D 24" CMP24" CMP EXISTING JVWCD PUMP STATION 78 " A Q U E D U C T BA N G E R T E R H W Y ( S R - 1 5 4 ) 4 6 5 4 46 5 3 46 5 3 46 5 2 46 5 2 4 6 5 1 46 5 1 46 5 1 4 6 5 0 4 6 5 0 46 5 0 46 4 9 4 6 4 9 46 4 9 46 4 8 464 8 46 4 8 46 4 7 4 6 4 7 4647 46 4 7 46 4 6 4646 46 4 6 4646 4 6 4 5 4 6 4 5 4 6 4 5 4 6 4 4 4644 46 4 4 4643 46 4 3 4 6 4 3 4 6 4 3 46 4 2 4642 4 6 4 2 4 6 4 2 46 4 1 FO FO E 24" DIP 36" STL 24 " D I P 24 " D I P 24 " D I P 24 " D I P 24 " D I P 36 " S T L 24" STL 24" STL SS SS SS 50' AQUEDUCT EASEMENT SD 1+00 2+00 3+ 0 0 4+ 0 0 4+69.34 BP : 1 + 0 0 . 0 0 N: 7 3 7 5 2 0 0 . 8 9 3 3 E: 1 5 0 7 9 4 6 . 2 4 9 9 EP: 4+69.34 N: 7375389.7536 E: 1508124.9602 PI: 1+72.00 N: 7375200.1271 E: 1508018.2459 PI: 1+53.50 N: 7375200.3240 E: 1507999.7469 STA = 2+78.57 H Δ = 90°33'57" N: 7375198.9930 E: 1508124.8143 END OF PROJECT STA = 1+50.90 N: 7375200.3532 E: 1507997.1462 4630 4635 4640 4645 4650 4655 4660 4630 4635 4640 4645 4650 4655 4660 EG ELEV FG ELEV STATION FF = 4643.00 ELEV = 4631.00 FU T U R E 4 2 " B F V CL E L E V = 4 6 4 5 . 1 6 42 " x 3 6 " T E E ( R e d ) 42 " x 2 4 " T E E ( R e d ) 90° BEND 78" AQUEDUCT COMMUNICATIONS 12 '' WM 24 '' CMP 14" WM COMMUNICATIONS 4654.52 4647.30 4644.75 4643.42 4654.52 4647.30 4644.75 4643.42 1+00 2+00 3+00 4+00 ST A = 1 + 0 0 . 0 0 PI P E ℄= 4 6 4 8 . 3 5 V Δ = - 0 ° 1 6 ' 1 1 " ST A = 1 + 5 3 . 5 0 PI P E ℄= 4 6 4 3 . 7 0 V Δ = - 1 ° 1 2 ' 0 5 " ST A = 1 + 7 2 . 0 0 PI P E ℄= 4 6 4 2 . 4 8 V Δ = 0 ° 0 6 ' 0 8 " ST A = 2 + 7 8 . 5 7 PI P E ℄= 4 6 3 5 . 5 0 V Δ = 0 ° 0 0 ' 0 0 " ST A = 4 + 6 9 . 3 4 PI P E ℄= 4 6 3 5 . 5 0 V Δ = 0 ° 0 0 ' 0 0 " COMMUNICATIONS 0 Scale in Feet 20 CONSTRUCTION NOTES INSTALL TEST CAP ON TEE SEE DETAIL 6 / C501 CONNECTION TO PUMP STATION SEE DETAIL 9 / P500 36" WSP WM (SEE C107 FOR PLAN & PROFILE) 24" WSP WM (SEE C107 FOR PLAN & PROFILE) 1 2 3 4 GENERAL NOTES 1.ALL PIPE AND FITTINGS SHALL BE RESTRAINED. 1 60" WSP CASING AND 42" WM (BY OTHERS) 60" WSP CASING AND 42" WM (BY OTHERS) END OF PROJECT INSTALL TEST CAP ON WEST SIDE OF TEE PROPOSED PUMP STATION 4 3 2 42" WSP (AWWA C200 1/4" THICKNESS) DESIGN PRESSURE - 220 PSI FIELD TEST PRESSURE - 225 PSI Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : PP _ 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H 42 I N D I S C H A R G E W M P L A N & P R O F I L E CONST. CSD WG BG SEPT. 2021 11910-2020-002 C106 W W W OH E OH E OH E OH E OH E OH E OH E HAZ A R D E N D O F R O A D 2" V E R T I C L E " T E S T S T A T I O N " SA G 36" T A L L W A T E R V E N T P I P E ELE C T R I C A L S E N S O R S BU R I E D W A T E R L I N E SAG RAIS E D P O W E R M E T E R SAG HAZ A R D E N D O F R O A D HAZ A R D E N D O F R O A D 18 RCP 6 S D 6 S D WW 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 16T O 1 8 " N . I N V = 1 0 . 9 8 ; 6 " P V C E . I N V = 4 . 9 1 10 S S 10 S S 10 S S 10 S S 10 S S ●● ● ● ● ● ● ● ● ● 14 W 6 SD WW W W W T T T FO FO FO F O F O FO FO FO FO T T T T T T T T T T T T UG E U G E U G E E W V MW GP GP W 24 " C M P 78" AQUEDUCT 4652 4651 4650 4649 4649 4648 46 4 8 4647 24 " D I P 36 " S T L 24" DIP 1+00 1+70.41 BP: 1+00.00 N: 7375200.3240 E: 1507999.7469 EP : 1 + 7 0 . 4 1 N: 7 3 7 5 2 7 0 . 7 2 8 0 E: 1 5 0 8 0 0 0 . 4 9 6 1 PI : 1 + 1 6 . 0 0 N: 7 3 7 5 2 1 6 . 3 2 3 0 E: 1 5 0 7 9 9 9 . 9 1 7 2 36" BFV STA: 1+16.00 N: 7375216.3230 E: 1507999.9172 24" BFV STA: 1+11.00 N: 7375211.1265 E: 1508018.3629 4625 4630 4635 4640 4645 4650 4655 4660 4665 4625 4630 4635 4640 4645 4650 4655 4660 4665 EG ELEV FG ELEV STATION RIM = 4649.5 36 " B F V CL E L E V = 4 6 4 1 . 9 8 36 " x 3 6 " T E E 42 " x 3 6 " T E E ( R e d ) COMMUNICATIONS COMMUNICATIONS 12 '' WM 4649.45 4649.45 1+00 ST A = 1 + 0 0 . 0 0 PI P E ℄= 4 6 4 3 . 7 0 V Δ = ? ? ? ST A = 1 + 3 5 . 0 0 PI P E ℄= 4 6 3 8 . 4 6 V Δ = - 3 9 ° 4 0 ' 2 0 " ST A = 1 + 0 3 . 6 6 PI P E ℄= 4 6 4 3 . 7 0 V Δ = 3 8 ° 0 0 ' 3 3 " ST A = 1 + 0 5 . 8 7 PI P E ℄= 4 6 4 1 . 9 8 V Δ = - 3 8 ° 0 1 ' 0 4 " ST A = 1 + 4 1 . 5 3 PI P E ℄= 4 6 4 1 . 1 6 V Δ = 2 2 ° 3 0 ' 0 0 " ST A = 1 + 1 0 . 5 0 PI P E ℄= 4 6 4 1 . 9 8 V Δ = - 0 ° 0 0 ' 0 7 " ST A = 1 + 2 4 . 5 1 PI P E ℄= 4 6 4 1 . 9 8 V Δ = 0 ° 0 0 ' 5 6 " ST A = 1 + 2 6 . 5 1 PI P E ℄= 4 6 4 1 . 9 8 V Δ = 2 2 ° 3 2 ' 5 1 " ST A = 1 + 6 9 . 9 5 PI P E ℄= 4 6 4 1 . 1 6 V Δ = - 0 ° 0 0 ' 0 0 " COMMUNICATIONS COMMUNICATIONS 22 . 5 ° B E N D 45 ° B E N D 22 . 5 ° B E N D 36 " C O U P L I N G 36 " C O U P L I N G 1. 5 ' M I N . W W W OH E OH E OH E OH E OH E OH E OH E HAZ A R D E N D O F R O A D 2" V E R T I C L E " T E S T S T A T I O N " SA G 36" T A L L W A T E R V E N T P I P E ELE C T R I C A L S E N S O R S BU R I E D W A T E R L I N E SAG RAIS E D P O W E R M E T E R IN 1 0 " C O N C F O O T I N G SAG HAZ A R D E N D O F R O A D HAZ A R D E N D O F R O A D 6 S D 6 S D WW 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 16T O 1 8 " N . I N V = 1 0 . 9 8 ; 6 " P V C E . I N V = 4 . 9 1 10 S S 10 S S 10 S S 10 S S 10 S S ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● 14 W WWT T T FO FO FO F O F O FO FO FO FO T T T T T T T T T T T T UG E U G E U G E E W V MW GP GP W 24 " C M P 78" AQUEDUCT 4652 4651 4650 4649 4649 4648 46 4 8 4647 24 " D I P 36 " S T L 24" DIP 1+00 1+50.19 BP: 1+00.00 N: 7375200.1271 E: 1508018.2459 PI: 1+11.00 N: 7375211.1265 E: 1508018.3629 PI : 1 + 3 6 . 7 6 N: 7 3 7 5 2 3 6 . 8 8 7 7 E: 1 5 0 8 0 1 8 . 6 3 7 1 STA = 1+36.76 H Δ = 45°00'00" N: 7375236.8877 E: 1508018.6371 STA = 1+44.33 H Δ = 48°42'06" N: 7375242.2971 E: 1508013.3416 36" BFV STA: 1+16.00 N: 7375216.3230 E: 1507999.9172 24" BFV STA: 1+11.00 N: 7375211.1265 E: 1508018.3629 4625 4630 4635 4640 4645 4650 4655 4660 4665 4625 4630 4635 4640 4645 4650 4655 4660 4665 EG ELEV FG ELEV STATION RIM = 4648.5 4648.23 4648.23 1+00 ST A = 1 + 0 1 . 8 3 PI P E ℄= 4 6 4 2 . 4 8 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 2 1 . 9 3 PI P E ℄= 4 6 4 2 . 4 8 V Δ = 4 5 ° 4 6 ' 2 4 " ST A = 1 + 2 5 . 3 3 PI P E ℄= 4 6 3 8 . 9 9 V Δ = - 4 5 ° 4 6 ' 2 4 " ST A = 1 + 0 3 . 5 0 PI P E ℄= 4 6 4 2 . 4 8 V Δ = - 0 ° 0 0 ' 0 0 " ST A = 1 + 1 9 . 5 0 PI P E ℄= 4 6 4 2 . 4 8 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 3 6 . 7 6 PI P E ℄= 4 6 3 8 . 9 9 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 4 4 . 3 3 PI P E ℄= 4 6 3 8 . 9 9 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 4 7 . 1 5 PI P E ℄= 4 6 3 8 . 9 9 V Δ = 0 ° 0 0 ' 0 0 " 24 " 4 5 ° B E N D 24 " 4 5 ° B E N D 12 '' WM COMMUNICATIONS 24 " C O U P L I N G 24 " C O U P L I N G Scale in Feet 0 10 CONSTRUCTION NOTES REPLACE EXISTING CATHODIC TEST STATION AS NEEDED. 42" WSP WM (SEE C106 FOR PLAN & PROFILE) 36" BUTTERFLY VALVE VAULT SEE DETAIL 3/C500 24" BUTTERLFLY VALVE VAULT SEE DETAIL 1/C500 CONNECT TO EXISTING PIPE SEE DETAIL 4/C506 CONNECT TO EXISTING PIPE SEE DETAIL 3/C506 REMOVE AND REPLACE EXISTING FIRE HYDRANT ASSEMBLY AS NEEDED. COORDINATE SHUTDOWN WITH CITY OF SOUTH JORDAN PUBLIC WORKS DEPARTMENT. HYDRANT SHALL BE INSTALLED PER CITY STANDARD DRAWING 3055. 1 2 3 4 5 6 7 GENERAL NOTES 1.ALL PIPE AND FITTINGS SHALL BE RESTRAINED. 1 7 3 2 5 6 7 4 2 6 4 3 36" WSP (AWWA C200 3/16" THICKNESS) DESIGN PRESSURE - 220 PSI FIELD TEST PRESSURE - 225 PSI 24" WSP (AWWA C200 3/16" THICKNESS) DESIGN PRESSURE - 220 PSI FIELD TEST PRESSURE - 225 PSI Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : PP _ 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H 24 I N & 3 6 I N D I S C H A R G E W M P L A N & P R O F I L E CONST. CSD WG BG SEPT. 2021 11910-2020-002 C107 5 FO FO FO E E OH E OH E OH E OH E OH E 12 W 12 W 12 W 12 W 12 W 14 W 14 W 14 W 14 W 14 W 10 S S 10 S S 10 S S 10 S S 10 S S ● ● ● ● ● ● ● ● ● ● ● T T T T T T T T T T T T T T T T T 24 " C M P 464 5 464 4 464 3 4642 464 1 464 0 5.00' OF 4" PVC @ 2.00% 4 '' CO 1+00 2+00 2+28.69 BP : 1 + 0 0 . 0 0 N: 7 3 7 5 2 6 0 . 8 6 9 8 E: 1 5 0 8 1 4 3 . 8 5 9 8 EP : 2 + 2 8 . 6 9 N: 7 3 7 5 3 8 9 . 5 5 0 7 E: 1 5 0 8 1 4 4 . 9 5 7 8 SSSSSSSSSSSSSS 4 '' CO 4625 4630 4635 4640 4645 4625 4630 4635 4640 4645 EG ELEV FG ELEV STATION 4644.29 4642.12 4644.29 4642.12 1+00 2+00 4 ' ' C O ST A . 2 + 2 3 . 6 9 5.00' OF 4" PVC @ 2.00% 24 '' CMP COMMUNICATIONS 116.81' OF 4" PVC @ 2 . 0 0 % EXISTING 10 '' SS IE = 4627.64 IE = 4632.52 FF = 4643.00 ELEV = 4631.00 PROPOSED GRADE 4 ' ' C O ST A . 2 + 2 1 . 6 9 2.00' OF 4" PVC @ 2.00% 4" PVC SEWER LATERL RISER PIPE Scale in Feet 0 10 CONSTRUCTION NOTES CONNECT TO PUMP STATION SEWER DISCHARGE PIPE (SEE MECHANICAL) 42" WSP WM (SEE C106 FOR PLAN & PROFILE) INSTALL RISER FOR SERVICE LATERAL INSTALL CLEANOUT PER APWA PLAN 431 CONNECT TO SEWER MAIN PER APWA PLAN 431 (CONTRACTOR MAY INSTALL RISER PIPE OR STRAIGHT GRADE SERVICE LATERAL FROM MAIN IN STREET TO BUILDING) 1 2 3 4 5 1 5 2 NEW PUMP STATION BLDG 90' L X 40' W FFE = 4643.00 3 5 1CONNECT TO BUILDING INV: 4635.00 4 4" PVC (ASTM D3034 SDR 26) Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C U - P P - S a n i t a r y _ S e w e r . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 3 : 0 7 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : PP _ 0 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H 4I N S A N I T A R Y S E W E R P L A N & P R O F I L E CONST. CSD WG BG SEPT. 2021 11910-2020-002 C108 4630 4635 4640 4645 4650 4630 4635 4640 4645 4650 EG ELEV FG ELEV STATION 4644.89 4644.04 4644.89 4644.04 0+00 1+00 ST A = 0 + 0 0 . 0 0 PI P E ℄= 4 6 3 8 . 3 0 V Δ = 0 ° 0 5 ' 0 9 " ST A = 1 + 6 8 . 4 9 PI P E ℄= 4 6 3 7 . 5 0 V Δ = - 0 ° 5 2 ' 3 3 " ST A = 1 + 7 9 . 1 6 PI P E ℄= 4 6 3 7 . 5 0 V Δ = 0 ° 0 0 ' 0 0 " ST A = 1 + 1 6 . 1 6 PI P E ℄= 4 6 3 8 . 3 0 V Δ = 0 ° 5 2 ' 3 3 " 4" DRAIN LINE 12" OVERFLOW 8" DRAIN LINE 24" DIP ELECTRICAL ELECTRICAL DUCTBANK FIBER OPTIC 12" PVC DRAIN LINE NEW FO FF = 4643.00 ELEV = 4631.00 12 " 9 0 ° B E N D ST A . 1 + 6 8 . 4 9 12 " 9 0 ° B E N D ST A . 1 + 1 6 . 1 6 12 " 2 2 . 5 ° B E N D ST A . 0 + 7 0 . 3 3 12 " 4 5 ° B E N D ST A . 0 + 6 7 . 7 7 12 " 9 0 ° B E N D ST A . 0 + 1 2 . 1 3 CL = 4637.50 12 " R E S T R A I N E D C O U P L I N G ST A . 1 + 7 3 . 4 9 12 " M J x M J T E E ST A . 0 + 0 0 . 0 0 24" WSP FO FO E FO FO FO FO FO S 18 R C P 18 R C P 18 R C P 18 R C P UG E UG E UG E 4 S D 4 S D 4 S D 4 S D ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● \\ \ \\ \\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \ \ FO FO FO UG E UG E UG E UG E UG E 24 W 24 W 14 W 14 W 24 W 24 W 24 W 8 S D 8 S D 8 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D 12 S D E VV V V V V V W W 4646 4645 464 5 46 4 4 4644 4 6 4 3 4 6 4 2 4 6 4 1 4 6 4 0 8 S D SD SD SD SD SD SD SD SDSD SD SD SD 0+ 0 0 1+ 0 0 1+79.16 BP: 0 + 0 0 . 0 0 N: 7 3 7 5 4 3 7 . 2 8 9 2 E: 1 5 0 7 9 8 5 . 9 4 7 8 EP: 1+79.16 N: 7375390.7330 E: 1508095.3009 SD SD SD SD SD SD STA = 0+12.13 H Δ = 89°24'53" N: 7375448.5808 E: 1507990.3708 STA = 0+70.33 H Δ = 22°30'00" N: 7375426.4455 E: 1508043.3408 STA = 1+16.16 H Δ = 90°00'00" N: 7375380.6171 E: 1508042.8590 STA = 1+68.49 H Δ = 90°00'00" N: 7375380.0669 E: 1508095.1887 SD SD STA = 0+67.77 H Δ = 47°17'48" N: 7375428.8153 E: 1508042.3883 CONSTRUCTION NOTES CONNECT TO PUMP STATION DRAIN DISCHARGE PIPE W/ RESTRAINED COUPLING. (SEE MECHANICAL) CONNECT TO EX. 12" DIP TANK DRAIN. REMOVE EXISTING PIPE AS NEEDED AND INSTALL 12" MJ x MJ TEE, COUPLING AND SPOOL PIECE. INSTALL CHECK VALVE ON RESERVOIR DRAIN WITHIN EXISTING VAULT. SEE DETAIL 2 / C505. 1 2 3 1 Scale in Feet 0 10 HTRON 2 NEW PUMP STATION BLDG 90' L X 40' W FFE = 4643.00 GENERAL NOTES 1.ALL PIPE AND FITTINGS SHALL BE RESTRAINED. 12" PVC (AWWA C900 DR-25_ FIELD TEST PRESSURE - 100 PSI 2 1 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C U - P P - W a t e r _ D r a i n . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 4 : 4 7 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : PP _ 0 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H 12 I N P V C W A T E R D R A I N P L A N & P R O F I L E CONST. CSD WG BG SEPT. 2021 11910-2020-002 C109 3 1 C500 24" BUTTERFLY VALVE VAULT 12"0 1'2'3'4'5' GENERAL NOTES 1.INDICATED DIMENSIONS ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO VERIFY PRIOR TO INSTALLATION. IF CONFLICT ARISES, CONTRACTOR SHALL NOTIFY AND RESOLVE WITH ENGINEER PRIOR TO COMMENCING FABRICATION/INSTALLATION. 2.PRECAST OR CAST-IN-PLACE CONCRETE VAULTS SHALL BE WATER TIGHT. 3.REFER TO CIVIL PLAN FOR LOCATION AND ELEVATION OF BUTTERFLY VALVE. 4.REFER TO CIVIL PLAN AND PROFILE SHEETS FOR TOP OF VAULT/RIM ELEVATION. 5.ALL HARDWARE, NUTS, BOLTS, TIE RODS, AND ACCESSORIES INSIDE THE VAULT SHALL BE GRADE 304 STAINLESS STEEL. 6.SOME ITEMS MAY HAVE BEEN PROJECTED INTO THE SECTION FOR CLARITY. 7.VAULT SHALL BE DESIGN FOR AASHTO H-20 LOADING AND WITH CONSIDERATIONS FOUND IN THE GEOTECHNICAL REPORT. SPECIFICATION 33 48 13. 8.ALL BUTTERFLY VALVES SHALL BE DOUBLE OFFSET TYPE PER SPECIFICATION SECTION 40 05 58. PROPOSED IMPROVEMENTS MARK DESCRIPTION CLSM FILL TO NATIVE SOIL 8' x 8" BOX PRECAST OR CAST-IN-PLACE VAULT WALL PENETRATION SEE DETAIL 3/C504 24" FL X PE STEEL PIPE 24" STEEL COUPLING WITH WELDED TIE ROD RESTRAINED HARNESS - SEE DETAIL 9 / C500 24" FL X FL BUTTERFLY VALVE 24" FLANGED DISMANTLING JOINT 30" FL X PE STEEL PIPE 30" FL X FL BUTTERFLY VALVE W/ FLANGE INSULATOR KITS 30" FLANGED DISMANTLING JOINT 36" FL X PE STEEL PIPE 36" FL X FL BUTTERFLY VALVE W/ FLANGE INSULATOR KITS 36" FLANGED DISMANTLING JOINT 18" SQUARE SUMP, 6" DEEP W/ FIBERGLASS GATE SEE DETAIL 5 / C504 30" x 30" ALUMINUM (CLEAR OPENING) INSULATED ACCESS HATCH W/ HASP LOCK 30" x 48" ALUMINUM (CLEAR OPENING) DOUBLE LEAF INSULATED ACCESS HATCH W/ HASP LOCK 30" x 60" ALUMINUM (CLEAR OPENING) DOUBLE LEAF INSULATED ACCESS HATCH W/ HASP LOCK 12" THICK CONCRETE TOP COVER RATED FOR H20 LIVE LOAD. SEE NOTE 4. 2" THICK RIGID POLYSTYRENE INSULATION ATTACHED TO UNDERSIDE OF TOP SLAB AND 4' DOWN ALONG WALLS MIN. PIPE SUPPORT (TYPICAL) - SEE DETAIL 4 / C504 EXTERNAL JOINT SEAL WRAP (TYPICAL AT ALL VAULT JOINTS) (2) CONTINUOUS ROWS OF 1" RX-101 WATERSTOP (TYPICAL AT ALL VAULT JOINTS) STEEL COUPLING WITH WELDED TIE ROD RESTRAINED HARNESS - SEE DETAIL 9 / P500. LADDER W/ RUNG EXTENSION ATTACHED TO LID. SEE DETAIL 1 / C505 ON SITE HIGH VENT - SEE DETAIL 1 / C504 ON SITE LOW VENT - SEE DETAIL 1 / C504 OFF SITE LOW VENT - SEE DETAIL 2 / C504 OFF SITE HIGH VENT - SEE DETAIL 2 / C504 6" MIN. OF TYPE A3 VAULT BASE LADDER W/ TELESCOPING LADDER-UP SAFETY POST HANDHOLD - SEE DETAIL 1 / C505 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2 C500 30" BUTTERFLY VALVE VAULT 12"0 1'2'3'4'5' 3 C500 36" BUTTERFLY VALVE VAULT 12"0 1'2'3'4'5' 1 2 2 33 33 3 4 5 5 6 7 4 8 8 9 10 11 11 12 13 14 14 14 15 16 17 17 18 18 18 19 19 19 20 20 20 21 22 22 22 PLAN VIEW PLAN VIEW PLAN VIEW SECTION VIEW SECTION VIEW SECTION VIEW 23 23 23 23 23 23 23 3 3 3 23 15 15 15 16 17 17 2'-6" 2' - 9 " 3' - 0 " 2'-6"2'-6" 3' - 3 " 24 30 24 25 27 25 26 28 26 SEE NOTE 3 SEE NOTE 3 SEE NOTE 3 29 29 29 3' - 0 " M I N . 3' - 0 " M I N . 3' - 0 " M I N . 1 1 1 15 15 22 21 22 3 21 22 22 2 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 4 - P r o c e s s \ A u t o c a d \ P l a n S h e e t s \ P - D T L _ V A U L T S _ M H . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 3 : 3 4 : 5 8 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : P_ V A U L T PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H VA L V E V A U L T D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C500 2" CORPORATION STOP 3"x2" BRASS REDUCING FLANGE t SEE NOTE 3 NOTES: 1.LINE AND COAT TEST HEAD AND PLAIN END WITH 3 MILS MIN RUST INHIBITING PRIMER. 2. MINIMUM 8" HOLDBACK REQUIRED AFTER TEST HEAD CUT OFF. 3. 4. WALL THICKNESS "t" SHALL BE THE SAME AS THE ADJOINING PIPE. EXCEPT FOR WELDING ON OUTLETS, ALL WELDS ON FABRICATED TEST HEADS SHALL BE FULL PENETRATION BUTT WELDS. ALL BUTT WELDS SHALL BE 100% RADIOGRAPHY TESTED. CONTRACTOR TO SELECT VALVE & PIPING SIZE NEEDED FOR DRAINING AND FILLING PIPE, 12" MAX BLIND FLANGE ISOLATION GATE OR PLUG VALVE STEEL TEST HEAD t t TYP 12" LINING AND COATING AS SPECIFIED HOLD- BACK (NOTE 2) FABRICATED TEST HEAD, SEE NOTE 4 TWO SINGLE LAP WELDS SEE DETAIL 1 / C501 , TYP 3 " FLG STEEL OUTLET PI P E I . D . CY L I N D E R I . D . TEST HEAD NO SCALE 5. ALL PIPING, VALVES AND FITTINGS SHALL BE RATED AT PRESSURE CLASS OF MAIN PIPE.100% U.T. OF 10% OF PRIOR TO BACKFILLING AND LINING PIPE, INSTALL "t" THK CURVED BUTT STRAP COUPON PASSHOLES tTYP t WSP CYL ID LINING & COATING NOT SHOWN FOR CLARITY 3" MIN TYPE A 100% UT OF 10% OF OUTLETS COAT W/ JOINT PROTECTION MATERIALS AS SPECIFIED FILL PASSHOLE RECESS W/ SPECIFIED LINING AFTER JOINT COMPLETION UT 6" MAX FLAT THREADED OUTLET. SUPPLY THREADED STEEL PLUG TO CLOSE AFTER USE. SEAL WELD IN PLACE, PATCH LINING & COATING AS SPECIFIED LINING & COATING NOT SHOWN FOR CLARITY TYPE B INSIDE OF WSP WALL OR BUTT STRAP FILL RECESS W/ SPECIFIED LINING AFTER JOINT COMPLETE 6" MAX UT COAT WITH HEAT SHRINK SLEEVE AFTER WELDING, SEE DETAIL 7 / C501 t t WSP PASSHOLE NO SCALE 4" MORTAR LINING HOLDBACK FROM WELD, TYP 6" MIN DIELECTRIC HOLD BACK FROM WELD, TYP NOTE 1 JOINT DIELECTRIC COATING (HEAT SHRINK SLEEVE) SEE NOTE 2 PIPE DIELECTRIC COATING PIPE DIELECTRIC COATING 3" MIN ROCK SHIELD HOLDBACK, TYP FIELD INSIDE DIA APPLIED LINING AS SPECIFIED NOTES: 1. SEE DETAIL 1 / C501 FOR LAP JOINT DETAILS SHOP APPLIED CEMENT MORTAR LINING 2. ON DOUBLE LAP WELDED JOINTS, CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR MAGNETIC PARTICLE TESTING AS SPECIFIED. IF LEAKS ARE DETECTED, THE CONTRACTOR SHALL REPAIR AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG TAPS WITH A THREADED OR WELDED PLUG AT COMPLETION OF TEST AND COAT AND LINE AS SHOWN OR SPECIFIED. TAP HOLES MAY BE ON INSIDE OR OUTSIDE OF JOINT. AFTER INSTALLATION OF JOINT DIELECTRIC COATING, A HOLIDAY TEST SHALL BE COMPLETED AS SPECIFIED. LAP WELDED SLIP JOINT NO SCALE STEEL CYLINDER BEYOND BACKING PLATE IN GAP FOR FULL WIDTH OF JOINT BUTT STRAP NOTES: 1. 2. LININGS AND COATINGS ARE NOT SHOWN FOR CLARITY. BEVEL ENDS OF BACKING PLATE AT BUTT STRAP PRIOR TO WELDING OR BACK GOUGE AT CONTACT WITH ADJACENT CYLINDER PRIOR TO COMPLETING INSIDE FILLET WELD. t t BUTT STRAP SPLICE NO SCALE JOINT COATING OVERLAP PIPE PIPE REFER TO DRAWINGS FOR OUTLET SIZE t t t HOLD BACK FILLET TOE A MINIMUM OF 1/8" TO A MAXIMUM OF 1/4" FROM FACE OF FLANGE, TYP BLIND OR RING FLANGE WSP TO FLANGE JOINT NO SCALE BUTT STRAP JOINT WELD NO SCALE BACKING PLATE AT SPLICE, SEE NOTE 2 PIPE END, TYP 1. CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR MAGNETIC PARTICLE TESTING PERFORMED BY THE ENGINEER IF LEAKS ARE DETECTED, THE CONTRACTOR SHALL REPAIR AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS PLUG TAPS WITH THREADED OR WELDED PLUG AT COMPLETION OF TEST AND COAT AND LINE AS SHOWN OR SPECIFIED. TAP HOLES MAY BE ON INSIDE OR OUTSIDE OF JOINT 2.FOR FIELD WELDING OF INDIVIDUAL BUTT STRAP PIECES TO EACH OTHER USING BUTT WELDS, SEE BUTT STRAP SPLICE DETAIL 3 / C501. 3.AFTER INSTALLATION OF JOINT COATING, A HOLIDAY TEST SHALL BE COMPLETED AS SPECIFIED BY NACE CERTIFIED SPECIALIST. IF WELDED FROM THE INSIDE, TWO HEAT SHRINK SLEEVES WILL BE REQUIRED. 4.UNLESS OTHERWISE NOTED, BUTT STRAP WIDTH SHALL CONFORM TO THE LIMITATIONS SHOWN FOR PIPE END SEPARATION AND STEEL OVERLAP REQUIREMENTS. NOTES: FIELD GROUT JOINT AS SPECIFIED 6" MIN COATING HOLD BACK FROM WELD. TYPSEE NOTE 4 BUTT STRAP WIDTH STEEL PLATE BUTT STRAP 4" MIN 1/4" NPT TAP AIR/SOAP TEST, SEE NOTE 1JOINT COATING (DOUBLE HEAT SHRINK SLEEVE 3" MIN OVERLAP PIPE COATING EACH SIDE) SEE NOTE 3 t = PIPE CYLINDER THICKNESS FOR OVERLAP REQUIREMENTS SEE LAP JOINT WELD DETAIL THIS SHEET FOR WELDS SEE LAP JOINT WELD DETAIL 1 / C501, TYP 4 x 4 W1.4x W1 4 WELDED WIRE FABRIC REINFORCEMENT FOR LINING JOINT REPAIR INSIDE DIAMETER t t SEEP RING INSIDE SURFACE "W" NOTES 1 AND 2 PIPE SIZE 30'' & UNDER 31'' TO 60'' SEEP RING THICKNESS THICKNESS-t 1/4'' 1/2'' PIPE WALL OR WALL SLEEVE, LINING AND COATING NOT SHOWN WIDTH-W 2" 4" NOTES: 1. 2. PROVIDE 2" CLEAR BETWEEN REINFORCING BARS AND SEEP RING. LINE AND COAT AS SPECIFIED. t SEEP RING NO SCALE LAP JOINT WELD NO SCALE 1.DIMENSION "A" CORRESPONDS TO THE COMPLETED JOINT OVERLAP AFTER WELDING DIMENSION "A" SHALL BE THE GREATER OF 3" OR 5t, MINIMUM FOR STANDARD JOINTS. FOR SPECIAL TEMPERATURE CONTROL JOINTS, THE DIMENSION "A" JOINT OVERLAP SHALL BE INCREASED BY 3 INCHES AS FURTHER DISCUSSED IN NOTE 3. 2.FOR STANDARD JOINTS THE MINIMUM DIMENSION "B" SHALL BE AS REQUIRED TO PROVIDE THE MINIMUM OVERLAP DIMENSION "A" AND MAINTAIN THE INDICATED HOLDBACK FOR THE WELD. 3.FOR SPECIAL TEMPERATURE CONTROL JOINTS, THE MINIMUM DIMENSION "B" SHALL BE INCREASED BY AT LEAST 3 INCHES. AT THE TIME OF INSTALLATION AND PRIOR TO WELDING, THE SPIGOT SHALL BE INSERTED INTO THE LENGTHENED BELL TO PROVIDE "A" PLUS 3 INCHES MINIMUM JOINT OVERLAP. SEE SPECIFICATIONS SECTION 33 11 13 FOR SPECIAL TEMPERATURE CONTROL JOINT WELDING REQUIREMENTS. 4.FILLET WELDS FOR BELL AND SPIGOT LAP JOINTS SHOWN FILLET WELDS ON OTHER JOINTS SIMILAR. 5.FOR ALL PIPE 30" DIAMETER OR LARGER, CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR MAGNETIC PARTICLE TESTING PERFORMED BY THE ENGINEER. IF LEAKS ARE DETECTED, REPAIR AND RETEST THE WELDS UNTIL THERE ARE NOT DEFECTS. PLUG HOLES WITH THREADED OR WELDED PLUG AT COMPLETION OF TEST AND COAT AS SHOWN. TAP HOLES MAY BE ON INSIDE OR OUTSIDE OF JOINT. 6.THE JOINTS SHALL BE FABRICATED AND INSTALLED TO BE WITHIN THE TOLERANCES INDICATED. THE TOLERANCE REQUIREMENTS SHALL APPLY TO BOTH WELDS AND TO BOTH STRAIGHT AND DEFLECTED JOINTS. 7.FOR ALL PIPE DIAMETER SMALLER THAN 30", SINGLE LAP JOINTS SHALL BE INSIDE OR OUTSIDE AT C0NTRACTORS OPTI0N. IF WELDED FROM THE INSIDE, AN ADDITIONAL HEAT SHRINK SLEEVE WILL BE REQUIRED. REFER TO SECTION 33 11 13 FOR SPECIAL REQUIREMENTS. 8.LININGS AND COATINGS ARE NOT SHOWN FOR CLARITY. NOTES SEE NOTE 7 LINING AND COATING NOT SHOWN FOR CLARITY B NOTE 2 AND 3 1"A NOTE 1 MIN SEE NOTE 7 16 1t 16 1"t t 16 1" JOINT COATING SEE NOTE 8 (HEAT SHRINK SLEEVE 3" MIN OVERLAP PIPE COATING EACH SIDE) SEE NOTE 3 POINT OF TANGENCY OF BELL RADIUS (LAP JOINT) 3/4" NPT TAP FOR AIR/SOAP TEST SEE NOTE 5 1 C501 3 C501 2 C501 4 C501 5 C501 6 C501 8 C501 9 C501 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - D e t a i l s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 7 : 3 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : DT L _ 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C501 NOTE: TABLE 1 - ASPHALT CONCRETE PAVEMENT SCHEDULE SECTION PUMP STATION DRIVE ASPHALT CONCRETE THICKNESS (IN) AGGREGATE BASE COURSE THICKNESS(IN) TOP OF PREPARED SUBGRADE PREPARED SUBGRADE (AS SPECIFIED) AGGREGATE BASE COURSE THICKNESS, SEE NOTE 1. FINISH GRADE AS SHOWN TACK COAT SEE NOTE 2 ASPHALT CONCRETE THICKNESS, SEE NOTE 1 ASPHALT CONCRETE PAVEMENT NO SCALE 5 8 1.PROVIDE ASPHALT CONCRETE PAVEMENT AND BASE COURSE THICKNESS AS SHOWN IN TABLE 1 FOR EACH ROAD SHOWN ON PLANS. 2.HOT ASPHALTIC CONCRETE PAVEMENT SHALL BE PLACED IN AT LEAST TWO LIFTS WITH MAXIMUM COMPACTED LIFT NOT EXCEEDING 3 INCHES. A TACK COAT SHALL BE PLACED BETWEEN LIFTS AND ALONG ALL VERTICAL SURFACES OF EXISTING PAVEMENT. TO 6" MIN OR MATCH BACKFILLED TRENCH SURFACE OVER REPLACE GRAVEL WHICHEVER IS EXIST DEPTH, GREATER SHOWN, SEE NOTE 1 VERTICAL TRENCH BASE MATERIAL AGGREGATE DITCH SLOPE APPLICABLE WHERE TRENCH BACKFILL SHALL BE BASE COURSE OR STRUCTURAL FILL WITH MAXIMUM 1" AGGREGATE SIZE. FOR PIPE ZONE, SEE DETAIL 2 / C502 GRAVEL SURFACE TRENCH BACKFILL SECTION NO SCALE NOTES: 1.APPLICABLE NOTES ARE PROVIDED ON DETAIL 2 / C502. FOR PIPE ZONE, SEE DETAIL 2 / C502 UNTREATED BASE COURSE TRENCH BACKFILL SHALL BE BASE COURSE OR STRUCTURAL FILL WITH MAXIMUM 1" AGGREGATE SIZE. NOTES: 1.APPLICABLE NOTES ARE PROVIDED ON DETAIL 2 / C502. 2.SEE TRAFFIC CONTROL SPECIFICATIONS FOR LANE CLOSURE, DETOUR, AND TRAFFIC CONTROL REQUIREMENTS. 3.CONTRACTOR SHALL PERMANENTLY REPLACE ALL PAVEMENT SURFACES, STRIPING, AND TRAFFIC CONTROLS PRIOR TO REMOVING DETOURS. 4.PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE SAW CUT OUTSIDE THE LIMITS OF CONTRACTOR-DISTURBED PAVEMENT TO A NEAT STRAIGHT LINE. ALL CRACKED PAVEMENT WITHIN 10 FEET EITHER SIDE OF THE TRENCH AND ALL CONTRACTOR-DAMAGED PAVEMENT REGARDLESS OF DISTANCE FROM TRENCH SHALL BE REMOVED AND REPLACED. 5.REMOVE ADDITIONAL PAVEMENT TO A PAINTED LANE STRIPE, A LIP OF GUTTER, A CURB, AN EXISTING PAVEMENT PATCH, OR AN EDGE OF THE PAVEMENT IF SUCH A FEATURE IS WITHIN TWO FEET OF THE SAW CUT.NO SAW CUT SHALL BE WITHIN WHEEL PATH. 6.AFTER SECOND PAVEMENT CUT, PATCH TRENCH UP TO THE EXISTING ROAD SURFACE, THEN MILL THE TRENCH AREA AND AN ADDITIONAL 4-FEET BEYOND THE SECOND CUT OR AS DIRECTED BY THE CITY ENGINEER ACCORDING TO CITY STANDARDS. 7.PAVING FABRIC PER APWA STANDARD ROADWAY PAVEMENT GEOTEXTILE, NON-WOVEN. PAVED AREA TRENCH BACKFILL SECTION NO SCALE PAVEMENT THICKNESS UP TO EXISTING GRADE. SEE DETAIL 1 / C502 BACKFILL MATERIAL 2" MINUS (A1 - A4 AASHTO M145 CLASSIFICATION) VERTICAL TRENCH SHOWN, SEE NOTE 1 TOPSOIL LAYER NATIVE TOPSOIL INSTALLED AS SPECIFIED, SEE NOTE 3 VERTICAL TRENCH SHOWN, SEE NOTE 1 FOR PIPE ZONE, SEE DETAIL 2 / C502 6", SEE NOTE 2 TRENCH BACKFILL NATIVE ON-SITE MATERIAL W/ 1" MAX. PARTICLE SIZE PROVIDE MOUND FOR SETTLEMENT. RESTORE ORIGINAL CONTOURS AT DRAINAGE CROSSINGS UNLESS DIRECTED OTHERWISE BY THE ENGINEER REMOVE EXST SOD AND REPLACE W/ NEW SOD IN PARKSTRIPS & LANDSCAPED AREAS NOTES: 1.APPLICABLE NOTES ARE PROVIDED ON DETAIL 2 / C502. 2.THE TOP 6" OF TRENCH BACKFILL, BENEATH THE TOPSOIL LAYER, SHOULD BE INSTALLED, SMOOTHED, BUT LEFT UN-COMPACTED. 3.TOPSOIL SHALL EXTEND BEYOND TOP OF TRENCH AND TO THE LIMITS SPECIFIED. 3"TY P TY P 6" UNIMPROVED AREA OR LAWN AREA TRENCH BACKFILL SECTION NO SCALE TRENCH WIDTH 12" MIN. 12" MIN. 18 " MI N . 6" MI N . TYPICAL PIPE TRENCH NO SCALE PI P E Z O N E SE E N O T E 2 TR E N C H Z O N E SE E N O T E 2 PIPE FOUNDATION (SEE NOTE 3) PI P E O D ℄ PIPE BEDDING (TYPE A5) TRENCH WALL. 2:1 MINIMUM SLOPE. (SEE NOTE 1) MAGNETIC MARKING (SEE NOTE 4) NOTES: 1.CONTRACTOR SHALL SLOPE TRENCH WALLS OR SHORE EXCAVATIONS FOR CONSTRUCTION AND SAFETY AND IN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS. PROVIDE SHORING OR BRACING OF EXCAVATION AS REQUIRED TO PROTECT EXISTING UTILITIES AND TO KEEP EXCAVATIONS WITHIN WORK LIMITS. 2.TRENCH ZONE, PIPE ZONE, AND BEDDING MATERIAL SHALL EXTEND TO EDGE OF EXCAVATED TRENCH REGARDLESS OF TRENCH WIDTH. 3.WHERE SOFT SOILS ARE ENCOUNTERED, PROVIDE FOUNDATION STABILIZATION MATERIAL ONLY WHERE APPROVED BY THE ENGINEER TO ADDRESS UNFORESEEN WEAK SUBSOILS. 4.FOR PVC, HDPE AND DUCTILE IRON PIPE, INSTALL TRACER WIRE UNDER WARNING TAPE AS SPECIFIED. 5.COMPACTION OF BACKFILL SHALL BE VERIFIED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AS SPECIFIED. SHORING (SEE NOTE 1) SEE DETAIL 3/C502, 4/C502, 5/C502 FOR TRENCH BACKFILL AND FINAL SURFACE RESTORATION. TRENCH BACKFILL (SEE NOTE 5) (SEE DETAILS 3, 4 AND 5 / C502 FOR BACKFILL MATERIAL) PIPE ENCASEMENT (TYPE A5) PIPE HAUNCHING (TYPE A5) TRACER WIRE FILL BOLLARD W/ CONCRETE ROUND TOP OF CONCRETE 3. 5 ' 5. 0 ' CORED OR DRILLED HOLE FILLED WITH CONCRETE NOTE: PRE-MANUFACTURED PIPE BOLLARD COVER TO BE PROVIDED BY CONTRACTOR. SEE ARCHITECTURAL PLAN. 6" TYPICAL STEEL PIPE BOLLARD NO SCALE REFLECTIVE STIP 6" SCH. 40 GALV. STEEL PIPE SLOPE TO DRAIN PROVIDE YELLOW HDPE BOLLARD SLEEVE 6" 2' 6 " 1'8" Ø (4) 1/2" DIA. X 4" HEADED ANCHORS @ 90 DEC (2 PLACES) 1 C502 6 C502 3 C502 4 C502 2 C502 5 C502 PROJECT SITESOUTH JORDAN R.O.W. SEE BLOW UP BELOW RIGHT SECOND PAVEMENT CUT INITIAL PAVEMENT CUT AREA BLOW UP NO SCALE 48" TYP. 24" TYP. COMPACT BACKFILL TO THIS LEVEL BEFORE MAKING SECOND PAVEMENT CUT 8" MIN. UNTREATED BASE COURSE (3/4", 1" OR 1-1/2" MAX) INITIAL PAVEMENT CUT 2" 4" M I N . MATCH EXISTING ASPHALT THICKNESS PLUS 1" 24" TYP. SECOND PAVEMENT CUT (SEE NOTE 6) EXTEND PAVING FABRIC 24" BEYOND SECOND PAVEMENT SAWCUT (SEE NOTE 7) CONTRACTOR SHALL MILL TRENCH AREA AND AN ADDITIONAL 4' BEYOND THE SECOND CUT, A MIN DEPTH OF 2", APPLY TACK COAT TO VERTICAL FACES BEFORE PLACEMENT OF NEW ASPHALT. ADDITIONAL PAVEMENT REMOVAL (SEE NOTES 4 AND 5) Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - D e t a i l s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 7 : 3 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : DT L _ 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C502 33 4" [95.25mm] TYPICAL 13 4" [44.5mm] 13 4" [44.5mm] 13 4" [44.5mm] FORERUNNER Rail (See Cross- Section on Panel Drawing) TM 1" [25.4mm] x 14ga. Picket 1 Gate Upright 2" [50.8mm x 11 ga. Weld on Box Hinge 1612" [418.99mm] 7516" [185.63mm] 4Varies with Height 48" Min. Footing depth NOTES: 1.) Post size depends on fence height, weight and wind loads. See AEGIS II post sizing chart. 2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance. 4.) Third rail optional. 2 3 3" [76.2mm] (Latch Clearance)OVER ALL OUT TO OUT SEE PLAN FOR DIMENSION 2" [50.8mm] (Hinge Clearance) Pickets welded to FORERUNNER Rail prior to coating 33 4" [95.25mm] TYPICAL 134" [44.5mm]FORERUNNER Rail (See Cross- Section on Panel Drawing) TM 1" [25.4mm] x 14ga. Picket Gate Upright 2" [50.8mm] x 11 ga. Weld on Box Hinge 1612" [418.99mm] 7516" [185.63mm] 4 Varies with Height 48" Min. Footing depth 2 3 2" [50.8mm] (Hinge Clearance)Ameristar Standard Leaf Widths 2" [50.8mm] (Hinge Clearance)3" [76.2mm] (Latch Clearance) Over all Out to Out SEE PLAN FOR DIMENSION 2 Single gate Arrangement Double gate Arrangement Post size varies with Height (See AEGIS II Post-Sizing chart)TM 1 Post size varies with Height (See AEGIS II Post-Sizing chart) TM TM Ring Adornment Options (See ring panel for rail spacing) 2" [50.85mm] Nom. 2" [50.83mm] Nom. Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. Standard Heights 6' [1828.8mm], Standard Heights 6' [1828.8mm], 1612" [419.10mm] 33 4" [95.25mm] TYPICAL Bracket Options 13 4" [44.5mm] FORERUNNER Rail (See Cross- Section Below) 1" [25.4mm] x 14ga. Picket 8' [2438.4mm]O.C. Nom. Varies with Height Standard Heights 6' [1828.8mm], 36" [914.40mm] Min. Footing depth 2" [50.80mm] Nom. 7516" [185.74mm] Uniform Zinc Coating (Hot Dip Galvanized) Base Material Uniform Zinc Coating (Hot Dip Galvanized) Zinc Phosphate & Conversion Coating Epoxy base coat 13 4" [44.5mm] 13 4" [44.5mm] OPTIONAL 45° SWIVEL BRACKET PANEL BRACKET Specially designed two -point connection ensures fixity of rail ends for increased strength. INTERNAL RETAINING ROD Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners. FORERUNNER RAIL Double-walled "U"-Channel Specially formed high strength architectural shape. TM FORERUNNER RAILTM TM NOTES: 1.) Post size depends on fence height and wind loads. See AEGIS II post sizing chart. 2.) Panels also available for 6' [1828.8mm] on center post spacing 3.) Additional heights available on request 4.) Third rail optional. 3 2 4 "No-Mar" Polyester Powder finish coat Post size varies with Height (See AEGIS II Post-Sizing chart)TM 1 TM Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. DECORATIVE METAL FENCE AND SWING GATE TYPICAL DETAILS NO SCALE 1 C503 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - D e t a i l s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 7 : 3 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : DT L _ 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C503 MUSHROOM STYLE VENT CAP WITH NO. 4 SST WIRE MESH MUSHROOM STYLE VENT CAP WITH NO 4 SST WIRE MESH FLANGED PLATE ANCHOR BOLTS ROOF LINE CORE HOLE FOR VENT PIPEROOF LINE CORE HOLE FOR VENT PIPE ANCHOR BOLTS FLANGED PLATE 6" GALV. STL PIPE 2' - 6 " M I N . 1' - 0 " A B O V E F L O O R ONSITE MUSHROOM AIR VENT NO SCALE LOW VENT HIGH VENT 6" GALV. STL PIPE 6" SCH 90 PVC PIPE 6" SCH 80 PVC PIPE PIPE PENETRATION NOIES: TYPICAL WALL / FLOOR PENETRATION NO SCALE RECOMMENDED BY MECHANICAL SLEEVE DIAMETER AS MIN. SCH 20 PIPE SLEEVE SEAL MANUFACTURER EXTERIOR SURFACE SEE NOTE #4 SEEP RING (CENTERED) SEE NOTE #3EXPOSED FACE INTERIOR OR PENETRATING FLOORS EXTEND SLEEVE WHEN FLOOR PENETRATIONS FOR UPPER LEVEL ROD AND MASTIC SEALANT FILL WITH BACKER MODULAR SEAL 4'' 1.ALL STEEL SLEEVES TO BE HOT DIP GALVANIZED AFTER FABRICATION. 2.INSULATION SHALL NOT EXTEND THROUGH SLEEVES, UNLESS OTHER-WISE SPECIFIED 3.SEEP RING TO HAVE OUTSIDE DIA. 4" GREATER THAN SLEEVE DIA. 4.SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED TO LIQUID OR EARTH 5.ALL PIPE PENETRATIONS ARE SHOWN FOR CAST-IN-PLACE. PROVIDE SIMILAR DETAIL FOR MASONRY. VENT AND INTAKE AND LOCATION OF OFFSITE MUSHROOM AIR VENT NO SCALE PVC PIPE 6" SCH 80 SIDE VAULT WALL AWAY BOLTS WITH BREAK CONNECTION FLANGED STEEL 6" GALV STAINLESS MESH CAP WITH #4 GALV. STEEL VENT SCREEN. EXHAUST VENTS SHALL BE 36" HIGH AND THAT 36" FROM EACH OTHER, THE WHEN VENT PIPES ARE INSTALLED LESS THE INTAKE SHALL BE 24" HIGH. VENT PIPE NOTES FOR CONTINUATION SEE PLAN SHEET PIPE 1' - 0 " M I N . 6" SCH 80 PVC PIPE FOR HIGH VENT AND 1' MIN FROM FLOOR FOR LOW VENT AND PIPE BETWEEN HOLE LINK SEAL VENT PIPE. INSTALL CORE HOLE FOR 'C' 'A' 'B' 3" 'D ' PIPE SUPPORT DETAIL NO SCALE ADJUST PIPE SUPPORT, GRINNELL FIG 264, ELCEN FIG. 50 OR EQUAL CADMIUM PLATED ANCHOR OR SELF-DRILLING STAINLESS STEEL STUD WITH STUD & TWO (2) NUTS EACH, SIZE TO SUIT FLANGE TYP 4 @ 90° SIZE PER TABLE 150 LB THREADED REDUCING FLANGE, GALVANIZED NOTES: 1.HOT DIP GALVANIZE ALL STEEL PARTS. 2.POSITION AND PROVIDE SUPPORTS PER SPEC 40 05 07.DRYPACK 1" MIN. PROVIDE 1/4" THICK MINIMUM RUBBER NEOPRENE OR OTHER DIELECTRIC MATERIAL TO ELECTRICALLY ISOLATE PIPE FROM PIPE SUPPORT. 6. WITH FRP ANGLE SUPPORTS AND CLIPS AND FRP GRATING - USE PULTRUDED FRP GRATING MATERIALS: STAINLESS STEEL BOLTS. PANEL CORNERS MAXIMUM SPACING OF PANEL AND LOCATE APPROXIMATELY 4" FROM PROVIDE A MINIMUM OR 4 CLIPS PER GRATING CLIPS IS 3'-0". 3.WEIGHT OF INDIVIDUAL GRATING SECTION SHALL NOT EXCEED 80 LBS. 2.GRATING DEPTH "T" AS NOTED ON DRAWINGS. 1.UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL GRATING IS FIBERGLASS. DETAIL NOTES: EMBEDMENT FRP ANGLE GRATING CLIPS GRATING CLIPS EMBED MAX 1/4" ANCHORS @ 18" STEEL CONCRETE 5/8" Ø STAINLESS MAX FACE OF CONCRETE ON PLANS ARE TO DIMENSIONS SHOWN DRAWINGS AS INDICATED ON FRP L3x3x 3/8 OR FIBERGLASS GRATING NO SCALE 6" OC MAXIMUM. BARS TO BE DEPTHBEARING BARS ARE TIE BARS ARE TO BE AT"T"x0.6" @ 1-1\2" OC. 2-1/2" MIN.2" MAX 1/4" 4. 5. 1 C504 3 C504 2 C504 4 C504 5 C504 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - D e t a i l s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 7 : 3 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : DT L _ 0 6 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C504 8"8"8" 3" 2" 3" 2'-0" 8" 1/2 " 1'- 0 " 1'- 0 " 1'- 0 " 1'-4" 1/2" ALUMINUM BASE PLATE 3" x 1/2" ALUMINUM RAIL MCNICHOLS ALUMINUM 4-ROW TRACTION TREAD LADDER RUNG 1/2" x 5-1/2" HILTI KWIK BOLT TZ ANCHOR BOLT (TYPICAL) 1'-4" 7"MIN ALUMINUM HATCH FRAME 3'-0" CLEAR OPENING 3'-0" MINIMUM CLEAR OPENING 5 1 / 2 " 2" 3" x 1/2" ALUMINUM RAIL MCNICHOLS ALUMINUM 4-ROW TRACTION TREAD LADDER RUNG 5/8" STAINLESS STEEL ADHESIVE ANCHOR BOLT, 5" EMBEDMENT 1'-4"7" MIN FLOOR, GRATING, OR FLOOR GROUT 6" 2-1/2" x 1/4" ALUMINUM BRACKETS SPACE @ 4'-0" ON CENTER MAX EQ U A L S P A C E S F U L L L E N G T H 12" M A X EQ U A L S P A C E S F U L L L E N G T H 12" M A X EDGE OF CONCRETE DECK (VARIES) 3'-0" CLEAR OPENING 5 1 / 2 " 3-RUNG HANDHOLD FIXED LADDER 3'-0 " STRUCTURE DECK 2 1/2" 2 1 / 2 " 3-RUNG HANDHOLD SEE NOTE 1. 36" WIDE x MINIMUM 1/16" THICK ALUMINUM DEFLECTOR PLATE BOLTED TO TOP SLAB IF SPACE BETWEEN CENTERLINE OF LADDER AND OPENING IS LESS THAN 2'-6" 6 0 ° LADDER DETAIL NO SCALE NOTES: 1.3-RUNG HANDHOLD IS NOT NEEDED IF A TELESCOPING LADDER-UP SAFETY POST HANDHOLD WILL BE INSTALLED. REFER TO VAULT / STRUCTURAL DETAILS. SEE NOTE 1 NEW PIPE SCHEDULE NO.DESCRIPTION CONNECTION SIZE 15 12" SWING CHECK VALVE FL x FL 12" 16 FLANGE DISMANTILING JOINT FL x FL 12" 17 RESTRAINED FLANGED COUPLING ADAPTER MJ x FL 12" 18 PE X FL DIP SPOOL PE X FL 12" *CONTRACTOR TO PROVIDE ADEQUATE PIPE SUPPORT - LOCATIONS SHALL BE DETERMINED IN THE FIELD 1 C505 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C - D e t a i l s . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 3 7 : 3 4 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : DT L _ 0 7 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N S T R U C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C505 151617 18 2 C505 VALVE VAULT PIPING DETAIL NO SCALE REMOVE EXISTING 12" DIP FLOW 36" STL 1+70.41 EP: 1+70.41 N: 7375270.7280 E: 1508000.4961 24" BFV STA: 1+16.46 N: 7375406.5891 E: 1507990.1786 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ BURIED INSULATING FLANGE N H R O T 1 C506 PIPE CONNECTION A 36" x 36" STL TEE W/ FLANGED BRANCH EX 36" 3/8" THICK WSP BUTT STRAP JOINT WELD SEE DETAIL 2 / C501 EX 36" 3/8" THICK WSP 36 " W S P CUT OUT EXISTING STEEL PIPE NOTES: 1.VERIFY CONNECTION POINT LOCATION PRIOR TO PIPE / FITTING FABRICATION / ORDER. 2.ALL PIPE JOINTS AND FITTINGS SHALL BE RESTRAINED. 3.COORDINATE ISOLATION / SHUTDOWN OF EXISTING 36" PIPE WITH JVWCD. 4.ALL PIPE AND FITTINGS SHALL BE ON-SITE PRIOR TO BEGINNING CONNECTION WORK. 5.BACKFILL CONNECTION WITH CLSM TO SPRINGLINE OF PIPE. NOTES: 1.VERIFY CONNECTION POINT LOCATION PRIOR TO PIPE / FITTING FABRICATION / ORDER. 2.ALL PIPE JOINTS AND FITTINGS SHALL BE RESTRAINED. 3.COORDINATE ISOLATION / SHUTDOWN OF EXISTING 24" PIPE WITH JVWCD. 4.ALL PIPE AND FITTINGS SHALL BE ON-SITE PRIOR TO BEGINNING CONNECTION WORK. 5.BACKFILL PIPE CONNECTION TO VAULT WITH CLSM TO SPRINGLINE OF PIPE. 6.CONNECT WITH 24" COUPLING WITH WELDED TIE ROD RESTRAINED HARNESS AT SPRINGLINE OF PIPE. IT MAY BE NECESSARY TO REINFORCE THE PIPE WALL LOCALLY TO THE HARNESS ASSEMBLY TO RESIST PIPE DISTORATION. N H R O T 4 C506 PIPE CONNECTION DN H R O T 3 C506 PIPE CONNECTION E NOTES: 1.VERIFY CONNECTION POINT LOCATION PRIOR TO PIPE / FITTING FABRICATION / ORDER. 2.ALL PIPE JOINTS AND FITTINGS SHALL BE RESTRAINED. 3.COORDINATE ISOLATION / SHUTDOWN OF EXISTING 24" PIPE WITH JVWCD. 4.ALL PIPE AND FITTINGS SHALL BE ON-SITE PRIOR TO BEGINNING CONNECTION WORK. 5.BACKFILL CONNECTION WITH CLSM TO SPRINGLINE OF PIPE. REMOVE EXISTING PLUG AND THRUST BLOCK BURIED INSULATING FLANGE 24" WSP FL x PE SPOOL 24" WSP 45° BEND 24" WSP 45° BEND 24" WSP 24" WSP EX 24" DI MJxMJ TEE EX 24" BFV EX 24" STL PIPE 24" WSP 24" BFV W/ VAULT SEE DETAIL 1 / C500 EX 2 4 " D I P EX 24" DIP CUT OUT EXISTING 24" DIP FOR TEE AND SLEEVE 24" x 24" MJxMJ TEE W/ FLANGED BRANCH TO NORTH WITH BURIED INSULATING FLANGE KIT 24" PE x FL WSP 24" PExPE SPOOL (2' MIN) 24" MJxMJ LONG BODY SOLID SLEEVE COUPLING (SEE NOTE 6) N H R O T 2 C506 PIPE CONNECTION B NOTES: 1.ALL PIPE JOINTS AND FITTINGS SHALL BE RESTRAINED. 2.CONNECTION BY DN TANKS OR APPROVED EQUAL. 3.BACKFILL PIPE CONNECTION TO VAULT AND TO TANK WITH CLSM TO SPRINGLINE OF PIPE. 4.CONNECT WITH 30" COUPLING WITH WELDED TIE ROD RESTRAINED HARNESS AT SPRINGLINE OF PIPE. IT MAY BE NECESSARY TO REINFORCE THE PIPE WALL LOCALLY TO THE HARNESS ASSEMBLY TO RESIST PIPE DISTORATION. 24" WSP 48" x 24" WSP REDUCER 48" WSP 48"x30" WSP TEE 48" WSP 30 " W S P 30" BFV W/ VAULT SEE DETAIL 2 / C500 NEW TANK OUTLET 30" COUPLING SEE NOTE 4 24" PE x FL WSP 24" WSP 22.5° BEND Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S P - S i t e _ P i p i n g . d w g La s t S a v e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 2 : 4 8 : 3 6 P M Pl o t t e d : B y : Ca r l D u n n D a t e : Tu e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : CO N _ D T L _ 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D B G 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N N E C T I O N D E T A I L S CONST. CSD WG BG SEPT. 2021 11910-2020-002 C506 SEE NOTE 5 SEE NOTE 3 SEE NOTE 3 30" COUPLING WITH WELDED TIE ROD HARNESS SEE NOTE 4 EX 3 6 " 3 / 8 " T H I C K W S P 24" DI PE x FL NIPPLE SEE NOTE 2 ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● E V V V 78 " A Q U E D U C T 46 4 9 46 4 8 46 4 7 46 4 7 46 4 6 46 4 6 464 5 46 4 5 4 6 4 5 4644 46 4 5 46 4 4 46 4 4 4 6 4 3 4 6 4 3 4643 4 6 4 3 464 2 4 6 4 2 46 4 2 4 6 4 2 4642 46 4 1 46 4 1 4641 4641 4641 46 4 0 4 6 4 0 4640 4 6 4 0 4 6 3 9 4 6 3 9 4643 464 1 E E E E 4: 1 4:1 4:1 46 3 8463 9 46 3 8 46 3 9 RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG VID VID VID VID VID VID VID VID VID VID VID SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM MAR MAR MAR MAR MAR MAR RHT RHT RHT RHT RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME AME AMEAME AME AME AME AME AME AME PMPPMP PMP PMP PMP PMP PMP PMP PMP PMPPMP PMP PMP PMP PMP PMPPMP YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF AME MAR CSICSI CSI CSI CSI CSI CSI CSI CSI CSI CSI CSI SAR SAR SAR SAR SAR SAR SAR SAR PRM PRMPRM AMA AMA SAR SAR SAR SAR SAR SAR SAR RHT RAG RAG YUF YUF YUF YUF YUFYUF SYC SYC SYC SYC SYC ARU ARU ARU ARUARU ARUARU YUF PRM PRM SAR SAR CSI CSI CSI CSI CSI CSI CSICSI CSI CSI CSI CSI CSI CSI PRM PRM PRM AMA AMA SAR SAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR RAG SYC RAG RAG SYC SYC RHT ARU ARU ARUARU ARU YUFYUF YUF YUF YUF MAR PRB PRB PRB PRB PMP PMP PMP AME RIA RIA RIA RIA RIA RIA (2) PL (1) CK (2) CC (1) UX(1) UX(2) CC (1) PL VID RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA HEP HEPHEP HEP HEP HEP AME ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM RAG RAG RAG RAG RAG AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AMEAME AME AME HEP HEP RHT PMP (11) PEP (8) LAM (8) LAM (3) ZAG (6) PEP (4) ZAG (5) ZAG (3) SES (6) SES (3) ZAG (6) ZAG (15) GEM (3) FEM (4) FEM (5) FEM (7) GEM (9) FEM (10) LAM (8) FEM (17) LAM (11) PEP (5) FEM 1 5 ' LA N D S C A P E R E N O V A T I O N A R E A ARU ARU ARU ARU RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG ARU ARU ARU ARU ARU ARU ARUARU ARU ARU ARU ARU ARU ARU RAG RHT RHT PMP PMP PMP PMP PMP PMP ARU ARU ARU ARU ARU ARU ARU ARU ARU ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA AQ U E D U C T E A S E M E N T 20' RAGRAG MAR MAR MAR ARU ARU RESERVOIR MAINTENANCE ACCESS ROAD (WIDTH AS INDICATED) 15' (8) GEM (9) GEM RAG ROM ROM ROM (1) CB (1) CB (1) CB (9) FEM (10) GEM AME RAG AME SYC AQ U E D U C T (7) GEM Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LA N D S C A P E P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L101 LEGEND EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE PLANTING PLAN - NORTH L101 1 NORTH 0 feet604515 30 TREES BOTANICAL NAME COMMON NAME SIZE QTY CB Carpinus betulus 'Frans Fontaine'Frans Fontaine Hornbeam 2" Cal.7 CC Cercis canadensis `Minnesota Strain` Minnesota Strain Eastern Redbud 2" Cal.4 CK Cladrastis kentukea American Yellowwood 2" Cal.1 MR Malus x 'Royal Raindrops'Royal Raindrops Crabapple (Clump) 6` Ht.3 PL Pinus leucodermis `Heidreichii`Bosnian Pine 7` Ht.3 UX Ulmus x `Frontier`Frontier Elm 2" Cal.2 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY AMA Amelanchier alnifolia Serviceberry 5 gal.20 ARM Aronia melanocarpa 'Autumn Magic' Autumn Magic Black Chokeberry 5 gal.5 ARU Aronia melanocarpa 'UCONNAM012' TM Ground Hug Black Chokeberry 2 gal.41 AME Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 2 gal.56 CSI Cornus stolonifera 'Isanti'Isanti Red Twig Dogwood 2 gal.26 HEP Hesperaloe parviflora Red Yucca 2 gal.12 MAR Mahonia repens Creeping Mahonia 2 gal.11 PMP Pinus mugo pumilio Dwarf Mugo Pine 5 gal.35 PRB Prunus besseyi Sand Cherry 5 gal.4 PRM Prunus virginiana melanocarpa Western Chokeberry 5 gal.19 RAG Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 5 gal.55 RHT Rhus trilobata Skunkbush Sumac 5 gal.12 RIA Ribes alpinum 'Green Mound'Green Mound Alpine Currant 2 gal.23 ROM Rosa x 'Meineble'Red Meidiland Groundcover Rose 5 gal.14 SAR Salix repens Creeping Willow 5 gal.56 SYC Symphoricarpos x chenaultii 'Hancock' Hancock Chenault Coralberry 5 gal.14 VID Viburnum dentatum 'Christom' TM Blue Muffin Arrowwood Viburnum 5 gal.12 YUF Yucca filamentosa 'Color Guard'Color Guard Adam's Needle 5 gal.52 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY BOG Bouteloua gracilis 'Blonde Ambition' Blonde Ambition Blue Grama 1 gal.48 FEG Festuca glauca 'Casca11' TM Beyond Blue Fescue 1 gal.8 FEM Festuca mairei Atlas Fescue 1 gal.55 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY GEM Geranium macrorrhizum 'Beven's Variety' Beven's Variety Bigroot Geranium 1 gal.101 LAM Lavandula angustifolia 'Munstead'Munstead English Lavender 1 gal.80 PEP Penstemon pinifolius 'Mersea Yellow' Yellow Threadleaf Beardtongue 1 gal.28 SES Sedum spectabile 'Autumn Joy'Autumn Joy Stonecrop 1 gal.9 ZAG Zauschneria garrettii Hummingbird Trumpet 1 gal.48 SOD BOTANICAL NAME COMMON NAME SIZE SPACING QTY BioGrass - BioNative BioNative Sod sod 12,170 sf PLANT SCHEDULE 1. THE LANDSCAPE CONTRACTOR MUST EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF ANY UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 2. BEFORE ANY EXCAVATION CONTACT "BLUE STAKES" OR NOTIFY APPROPRIATE UTILITY COMPANIES, AND COORDINATE WITH THE GENERAL CONTRACTOR FOR THE LOCATION OF UTILITIES, SLEEVES, CONDUITS, ETC. 3. THE LANDSCAPE CONTRACTOR MUST COORDINATE WITH ALL OTHER ASSOCIATED TRADES TO BEST FACILITATE PROGRESS ON THE JOB. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISH GRADE ELEVATIONS IN LANDSCAPED AREAS. COORDINATE WITH GENERAL CONTRACTOR FOR ROUGH GRADING ELEVATIONS. ALLOW FOR 3" OF MULCH IN ALL PLANTINGS AREAS. 5. ALL PLANT MATERIALS MUST MEET SIZES INDICATED IN SCHEDULES. THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED OF THE PROJECT. 6. ANY PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES REQUIRED AND PROVIDE THE PLANTS NECESSARY TO COMPLETE THE PLANTINGS. 7. ANY EXISTING LANDSCAPE AREAS DAMAGED DURING CONSTRUCTION THAT MAY NOT BE SHOWN ON THE DRAWING TO BE REPAIRED WITH LIKE LANDSCAPE MATERIALS. 8. THE LANDSCAPE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE OWNER'S AUTHORIZED REPRESENTATIVE FOR THE APPROVAL OF LAYOUT AND LOCATIONS OF ALL PLANTS PRIOR TO PLANTING. LANDSCAPE NOTES SPACING* *SPACING AS INDICATED ON PLANS 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H S WWWW S ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● S S W E E E WWW W W V V V V V V V V V V W MW W W W D D 24" CMP24" CMP 78 " A Q U E D U C T 46 5 3 46 5 2 46 5 1 46 5 1 4 6 5 0 46 5 0 4 6 4 9 46 4 9 46 4 8 46 4 8 46 4 8 4 6 4 7 4647 46 4 7 46 4 7 4646 46 4 6 4646 46 4 6 4 6 4 5 4 6 4 5 4645 464 5 4 6 4 4 4 6 4 4 46 4 4 4644 46 4 3 4 6 4 3 4 6 4 3 4 6 4 3 4 6 4 2 4 6 4 2 464 2 4 6 4 1 46 4 1 4 6 4 0 464 1 E E E E 1.0% ? ? ? 46 4 2 46 4 3 46 4 4 33.8% 23.7% 4:1 2 . 5 % 3: 1 46 4 1 46 4 2 4 6 4 2 12" PVC RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG YUF YUF YUF YUFYUF HEP HEP HEP HEP AME AME AME AME AME AME RAG AME AME AME AMEAME SARSAR SAR SAR SAR SAR AMA AMA AMA AMA PRM PRM PMP PMP PMP YUFPMP PMP RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME PMP PMPPMP YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUF PRMPRM RAG RAG YUF YUF YUFYUFYUF YUF RAG SYC SYC SYC SYC SYC SYC RAG RAG RAG RAG SYC SYC RHT PMP PMP PMP RIA RIA RIA PMP (7) GEM (6) FEM (8) GEM (4) CB (7) GEM (8) FEM (17) LAM (11) PEP (5) FEM (2) ZAG (6) FEM LA N D S C A P E R E N O V A T I O N A R E A ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA TE L C O M E A S E M E N T RAGRAG NEW PUMP STATION RESERVOIR MAINTENANCE ACCESS ROAD (WIDTH AS INDICATED) (5) BOG (3) LAM (1) ZAG (4) LAM (9) BOG (5) LAM RAG PMP (5) GEM (4) GEM (3) LAM (7) GEM (4) ZAG (7) GEM (3) ZAG(3) ZAG (6) LAM (1) MR (1) MR (1) MR (9) FEM (10) GEM AME RAG AME (5) LAM (7) BOG (1) ZAG PMP YUF YUF YUF YUF YUF YUF (3) ZAG (6) BOG (5) LAM (6) BOG (3) LAM (2) ZAG (2) BOG (3) LAM (3) BOG (2) ZAG (7) BOG (8) FEG (6) ZAG AQ U E D U C T (3) BOG Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LA N D S C A P E P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L102 PLANTING PLAN - SOUTH L102 1 NORTH 0 feet604515 30 LEGEND EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE TREES BOTANICAL NAME COMMON NAME SIZE QTY CB Carpinus betulus 'Frans Fontaine'Frans Fontaine Hornbeam 2" Cal.7 CC Cercis canadensis `Minnesota Strain` Minnesota Strain Eastern Redbud 2" Cal.4 CK Cladrastis kentukea American Yellowwood 2" Cal.1 MR Malus x 'Royal Raindrops'Royal Raindrops Crabapple (Clump) 6` Ht.3 PL Pinus leucodermis `Heidreichii`Bosnian Pine 7` Ht.3 UX Ulmus x `Frontier`Frontier Elm 2" Cal.2 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY AMA Amelanchier alnifolia Serviceberry 5 gal.20 ARM Aronia melanocarpa 'Autumn Magic' Autumn Magic Black Chokeberry 5 gal.5 ARU Aronia melanocarpa 'UCONNAM012' TM Ground Hug Black Chokeberry 2 gal.41 AME Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 2 gal.56 CSI Cornus stolonifera 'Isanti'Isanti Red Twig Dogwood 2 gal.26 HEP Hesperaloe parviflora Red Yucca 2 gal.12 MAR Mahonia repens Creeping Mahonia 2 gal.11 PMP Pinus mugo pumilio Dwarf Mugo Pine 5 gal.35 PRB Prunus besseyi Sand Cherry 5 gal.4 PRM Prunus virginiana melanocarpa Western Chokeberry 5 gal.19 RAG Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 5 gal.55 RHT Rhus trilobata Skunkbush Sumac 5 gal.12 RIA Ribes alpinum 'Green Mound'Green Mound Alpine Currant 2 gal.23 ROM Rosa x 'Meineble'Red Meidiland Groundcover Rose 5 gal.14 SAR Salix repens Creeping Willow 5 gal.56 SYC Symphoricarpos x chenaultii 'Hancock' Hancock Chenault Coralberry 5 gal.14 VID Viburnum dentatum 'Christom' TM Blue Muffin Arrowwood Viburnum 5 gal.12 YUF Yucca filamentosa 'Color Guard'Color Guard Adam's Needle 5 gal.52 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY BOG Bouteloua gracilis 'Blonde Ambition' Blonde Ambition Blue Grama 1 gal.48 FEG Festuca glauca 'Casca11' TM Beyond Blue Fescue 1 gal.8 FEM Festuca mairei Atlas Fescue 1 gal.55 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY GEM Geranium macrorrhizum 'Beven's Variety' Beven's Variety Bigroot Geranium 1 gal.101 LAM Lavandula angustifolia 'Munstead'Munstead English Lavender 1 gal.80 PEP Penstemon pinifolius 'Mersea Yellow' Yellow Threadleaf Beardtongue 1 gal.28 SES Sedum spectabile 'Autumn Joy'Autumn Joy Stonecrop 1 gal.9 ZAG Zauschneria garrettii Hummingbird Trumpet 1 gal.48 SOD BOTANICAL NAME COMMON NAME SIZE SPACING QTY BioGrass - BioNative BioNative Sod sod 12,170 sf PLANT SCHEDULE SPACING* *SPACING AS INDICATED ON PLANS 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H S WWWW S ● ● ● ●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● S S W E E E WWW W W VV V V V V VV V V V W MW GP GP W W W D D 24" CMP24" CMP 78 " A Q U E D U C T NEW PUMP STATION E E E E E 88 8 8 8 8 8 7 7 7 7 7 7 7 7 7 6 6 4 4 4 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 S ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● E V V V 78 " A Q U E D U C T 46 4 9 46 4 8 46 4 7 46 4 7 46 4 6 46 4 6 464 5 46 4 5 4 6 4 5 4644 46 4 5 46 4 4 46 4 4 4 6 4 3 4 6 4 3 4643 4 6 4 3 464 2 4 6 4 2 464 2 4 6 4 2 4642 46 4 1 46 4 1 4641 4641 4641 4 6 4 0 46 4 0 4 6 4 0 4640 4 6 4 0 4 6 3 9 4 6 3 9 4643 464 1 E E E E 58'-4" 86'-7" 20'-7" 20 ' - 8 " 12 8 ' - 1 1 " 15 0 ' - 2 " 67'-6" 78 ' - 1 1 " 70'-11" 95'-7" 107'-11" 66 ' - 2 " 61 ' - 0 " 88 ' - 1 1 " 11 2 ' - 6 " 5'-1" 56'-5"14'-1" 23 4 ' - 8 " 26 ' - 3 " 67'-8" 22 0 ' - 0 " 1 5 ' - 0 " 16 ' - 6 " 8'-10" FENCE CORNER FENCE CORNER 8' - 9 " 27'-1" 31 ' - 3 " 68'-7" 11'-11" FENCE EDGE CORNER OF CONCRETE PAD 24'-0" 28'-4" 2'-10" 27'-3" 2'-2" 14'-4" 20 ' - 0 " Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H MA T E R I A L S & D I M E N S I O N P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L103 MATERIALS PLAN LEGEND MAINTENANCE ACCESS ROAD - UTBC; 8 INCHES DEEP, COMPACTED* 'PURPLE PASSION' STONE MULCH, 1" MINUS; 3 INCHES DEEP* COBBLE, 8" DEEP* 6" CONCRETE EDGING L103 1 NORTH 60030 90 120 feet BIOGRASS BIONATIVE SOD DIMENSION PLAN L103 2 NORTH 0 feet806020 40 STEEL EDGING TELCOM ACCESS ROAD - 6 INCHES DEEP UTBC, COMPACTED, COVERED WITH 2 INCHES DEEP 'WASATCH CHAT' STONE MULCH (3/8" MINUS), COMPACTED 1) THE FOLLOWING DIMENSIONS ARE PROVIDED TO ASSIST IN THE LAYOUT OF CONCRETE AND METAL EDGING. WHILE EXACTNESS (TO THE INCH) IS NOT ANTICIPATED, THE CONTRACTOR SHALL KEEP THE INTEGRITY OF THE DESIGN AS ILLUSTRATED. 2) ALL EDGING SHOWN AS A STRAIGHT LINE IS TO BE CONSTRUCTED AS STRAIGHT LINE (E.G. WITHOUT BUMPS AND WOBBLES) AND CURVES SHALL BE SMOOTH ARCS. 3) MEASUREMENTS FOR THE WIDTH OF THE ACCESS ROAD AROUND THE RESERVOIR ARE IMPORTANT AND SHOULD BE LAID OUT AS INDICATED IN ORDER TO MINIMIZE IMPACT TO EXISTING TREES. DIMENSION NOTES 1) 2) 3) 4) 5) 6) 7) 8) 'WASATCH CHAT' STONE MULCH, 3/8" MINUS; 3 INCHES DEEP* 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H * SUBMIT SAMPLES FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BRINGING ON SITE ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● E V V V 78 " A Q U E D U C T 46 4 9 46 4 8 46 4 7 46 4 7 46 4 6 46 4 6 464 5 46 4 5 4 6 4 5 4644 46 4 5 46 4 4 46 4 4 4 6 4 3 4 6 4 3 4643 4 6 4 3 464 2 4 6 4 2 46 4 2 4 6 4 2 4642 46 4 1 46 4 1 4641 4641 4641 46 4 0 4 6 4 0 4640 4 6 4 0 4 6 3 9 4 6 3 9 4643 464 1 E E E E 4: 1 4:1 4:1 46 3 8463 9 46 3 8 46 3 9 RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG VID VID VID VID VID VID VID VID VID VID VID SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM MAR MAR MAR MAR MAR MAR RHT RHT RHT RHT RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME AME AMEAME AME AME AME AME AME AME PMPPMP PMP PMP PMP PMP PMP PMP PMP PMPPMP PMP PMP PMP PMP PMPPMP YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF AME MAR CSICSI CSI CSI CSI CSI CSI CSI CSI CSI CSI CSI SAR SAR SAR SAR SAR SAR SAR SAR PRM PRMPRM AMA AMA SAR SAR SAR SAR SAR SAR SAR RHT RAG RAG YUF YUF YUF YUF YUFYUF SYC SYC SYC SYC SYC ARU ARU ARU ARUARU ARUARU YUF PRM PRM SAR SAR CSI CSI CSI CSI CSI CSI CSICSI CSI CSI CSI CSI CSI CSI PRM PRM PRM AMA AMA SAR SAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR RAG SYC RAG RAG SYC SYC RHT ARU ARU ARUARU ARU YUFYUF YUF YUF YUF MAR PRB PRB PRB PRB PMP PMP PMP AME RIA RIA RIA RIA RIA RIA (2) PL (1) CK (2) CC (1) UX(1) UX(2) CC (1) PL VID RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA HEP HEPHEP HEP HEP HEP AME ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM RAG RAG RAG RAG RAG AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AMEAME AME AME HEP HEP RHT PMP (11) PEP (8) LAM (8) LAM (3) ZAG (6) PEP (4) ZAG (5) ZAG (3) SES (6) SES (3) ZAG (6) ZAG (15) GEM (3) FEM (4) FEM (5) FEM (7) GEM (9) FEM (10) LAM (8) FEM (17) LAM (11) PEP (5) FEM 1 5 ' LA N D S C A P E R E N O V A T I O N A R E A ARU ARU ARU ARU RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG ARU ARU ARU ARU ARU ARU ARUARU ARU ARU ARU ARU ARU ARU RAG RHT RHT PMP PMP PMP PMP PMP PMP ARU ARU ARU ARU ARU ARU ARU ARU ARU ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA AQ U E D U C T E A S E M E N T 20' RAGRAG MAR MAR MAR ARU ARU RESERVOIR MAINTENANCE ACCESS ROAD (WIDTH AS INDICATED) 15' (8) GEM (9) GEM RAG ROM ROM ROM (1) CB (1) CB (1) CB (9) FEM (10) GEM AME RAG AME SYC AQ U E D U C T (7) GEM Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LA N D S C A P E P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L101 LEGEND EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE PLANTING PLAN - NORTH L101 1 NORTH 0 feet604515 30 TREES BOTANICAL NAME COMMON NAME SIZE QTY CB Carpinus betulus 'Frans Fontaine'Frans Fontaine Hornbeam 2" Cal.7 CC Cercis canadensis `Minnesota Strain` Minnesota Strain Eastern Redbud 2" Cal.4 CK Cladrastis kentukea American Yellowwood 2" Cal.1 MR Malus x 'Royal Raindrops'Royal Raindrops Crabapple (Clump) 6` Ht.3 PL Pinus leucodermis `Heidreichii`Bosnian Pine 7` Ht.3 UX Ulmus x `Frontier`Frontier Elm 2" Cal.2 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY AMA Amelanchier alnifolia Serviceberry 5 gal.20 ARM Aronia melanocarpa 'Autumn Magic' Autumn Magic Black Chokeberry 5 gal.5 ARU Aronia melanocarpa 'UCONNAM012' TM Ground Hug Black Chokeberry 2 gal.41 AME Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 2 gal.56 CSI Cornus stolonifera 'Isanti'Isanti Red Twig Dogwood 2 gal.26 HEP Hesperaloe parviflora Red Yucca 2 gal.12 MAR Mahonia repens Creeping Mahonia 2 gal.11 PMP Pinus mugo pumilio Dwarf Mugo Pine 5 gal.35 PRB Prunus besseyi Sand Cherry 5 gal.4 PRM Prunus virginiana melanocarpa Western Chokeberry 5 gal.19 RAG Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 5 gal.55 RHT Rhus trilobata Skunkbush Sumac 5 gal.12 RIA Ribes alpinum 'Green Mound'Green Mound Alpine Currant 2 gal.23 ROM Rosa x 'Meineble'Red Meidiland Groundcover Rose 5 gal.14 SAR Salix repens Creeping Willow 5 gal.56 SYC Symphoricarpos x chenaultii 'Hancock' Hancock Chenault Coralberry 5 gal.14 VID Viburnum dentatum 'Christom' TM Blue Muffin Arrowwood Viburnum 5 gal.12 YUF Yucca filamentosa 'Color Guard'Color Guard Adam's Needle 5 gal.52 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY BOG Bouteloua gracilis 'Blonde Ambition' Blonde Ambition Blue Grama 1 gal.48 FEG Festuca glauca 'Casca11' TM Beyond Blue Fescue 1 gal.8 FEM Festuca mairei Atlas Fescue 1 gal.55 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY GEM Geranium macrorrhizum 'Beven's Variety' Beven's Variety Bigroot Geranium 1 gal.101 LAM Lavandula angustifolia 'Munstead'Munstead English Lavender 1 gal.80 PEP Penstemon pinifolius 'Mersea Yellow' Yellow Threadleaf Beardtongue 1 gal.28 SES Sedum spectabile 'Autumn Joy'Autumn Joy Stonecrop 1 gal.9 ZAG Zauschneria garrettii Hummingbird Trumpet 1 gal.48 SOD BOTANICAL NAME COMMON NAME SIZE SPACING QTY BioGrass - BioNative BioNative Sod sod 12,170 sf PLANT SCHEDULE 1. THE LANDSCAPE CONTRACTOR MUST EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF ANY UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 2. BEFORE ANY EXCAVATION CONTACT "BLUE STAKES" OR NOTIFY APPROPRIATE UTILITY COMPANIES, AND COORDINATE WITH THE GENERAL CONTRACTOR FOR THE LOCATION OF UTILITIES, SLEEVES, CONDUITS, ETC. 3. THE LANDSCAPE CONTRACTOR MUST COORDINATE WITH ALL OTHER ASSOCIATED TRADES TO BEST FACILITATE PROGRESS ON THE JOB. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISH GRADE ELEVATIONS IN LANDSCAPED AREAS. COORDINATE WITH GENERAL CONTRACTOR FOR ROUGH GRADING ELEVATIONS. ALLOW FOR 3" OF MULCH IN ALL PLANTINGS AREAS. 5. ALL PLANT MATERIALS MUST MEET SIZES INDICATED IN SCHEDULES. THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED OF THE PROJECT. 6. ANY PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES REQUIRED AND PROVIDE THE PLANTS NECESSARY TO COMPLETE THE PLANTINGS. 7. ANY EXISTING LANDSCAPE AREAS DAMAGED DURING CONSTRUCTION THAT MAY NOT BE SHOWN ON THE DRAWING TO BE REPAIRED WITH LIKE LANDSCAPE MATERIALS. 8. THE LANDSCAPE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE OWNER'S AUTHORIZED REPRESENTATIVE FOR THE APPROVAL OF LAYOUT AND LOCATIONS OF ALL PLANTS PRIOR TO PLANTING. LANDSCAPE NOTES SPACING* *SPACING AS INDICATED ON PLANS 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H S WWWW S ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● S S W E E E WWW W W V V V V V V V V V V W MW W W W D D 24" CMP24" CMP 78 " A Q U E D U C T 46 5 3 46 5 2 46 5 1 46 5 1 4 6 5 0 46 5 0 4 6 4 9 46 4 9 46 4 8 46 4 8 46 4 8 4 6 4 7 4647 46 4 7 46 4 7 4646 46 4 6 4646 46 4 6 4 6 4 5 4 6 4 5 4645 464 5 4 6 4 4 4 6 4 4 46 4 4 4644 46 4 3 4 6 4 3 4 6 4 3 4 6 4 3 4 6 4 2 4 6 4 2 464 2 4 6 4 1 46 4 1 4 6 4 0 464 1 E E E E 1.0% ? ? ? 46 4 2 46 4 3 46 4 4 33.8% 23.7% 4:1 2 . 5 % 3: 1 46 4 1 46 4 2 4 6 4 2 12" PVC RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG YUF YUF YUF YUFYUF HEP HEP HEP HEP AME AME AME AME AME AME RAG AME AME AME AMEAME SARSAR SAR SAR SAR SAR AMA AMA AMA AMA PRM PRM PMP PMP PMP YUFPMP PMP RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME PMP PMPPMP YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUF PRMPRM RAG RAG YUF YUF YUFYUFYUF YUF RAG SYC SYC SYC SYC SYC SYC RAG RAG RAG RAG SYC SYC RHT PMP PMP PMP RIA RIA RIA PMP (7) GEM (6) FEM (8) GEM (4) CB (7) GEM (8) FEM (17) LAM (11) PEP (5) FEM (2) ZAG (6) FEM LA N D S C A P E R E N O V A T I O N A R E A ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA TE L C O M E A S E M E N T RAGRAG NEW PUMP STATION RESERVOIR MAINTENANCE ACCESS ROAD (WIDTH AS INDICATED) (5) BOG (3) LAM (1) ZAG (4) LAM (9) BOG (5) LAM RAG PMP (5) GEM (4) GEM (3) LAM (7) GEM (4) ZAG (7) GEM (3) ZAG(3) ZAG (6) LAM (1) MR (1) MR (1) MR (9) FEM (10) GEM AME RAG AME (5) LAM (7) BOG (1) ZAG PMP YUF YUF YUF YUF YUF YUF (3) ZAG (6) BOG (5) LAM (6) BOG (3) LAM (2) ZAG (2) BOG (3) LAM (3) BOG (2) ZAG (7) BOG (8) FEG (6) ZAG AQ U E D U C T (3) BOG Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LA N D S C A P E P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L102 PLANTING PLAN - SOUTH L102 1 NORTH 0 feet604515 30 LEGEND EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE TREES BOTANICAL NAME COMMON NAME SIZE QTY CB Carpinus betulus 'Frans Fontaine'Frans Fontaine Hornbeam 2" Cal.7 CC Cercis canadensis `Minnesota Strain` Minnesota Strain Eastern Redbud 2" Cal.4 CK Cladrastis kentukea American Yellowwood 2" Cal.1 MR Malus x 'Royal Raindrops'Royal Raindrops Crabapple (Clump) 6` Ht.3 PL Pinus leucodermis `Heidreichii`Bosnian Pine 7` Ht.3 UX Ulmus x `Frontier`Frontier Elm 2" Cal.2 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY AMA Amelanchier alnifolia Serviceberry 5 gal.20 ARM Aronia melanocarpa 'Autumn Magic' Autumn Magic Black Chokeberry 5 gal.5 ARU Aronia melanocarpa 'UCONNAM012' TM Ground Hug Black Chokeberry 2 gal.41 AME Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 2 gal.56 CSI Cornus stolonifera 'Isanti'Isanti Red Twig Dogwood 2 gal.26 HEP Hesperaloe parviflora Red Yucca 2 gal.12 MAR Mahonia repens Creeping Mahonia 2 gal.11 PMP Pinus mugo pumilio Dwarf Mugo Pine 5 gal.35 PRB Prunus besseyi Sand Cherry 5 gal.4 PRM Prunus virginiana melanocarpa Western Chokeberry 5 gal.19 RAG Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 5 gal.55 RHT Rhus trilobata Skunkbush Sumac 5 gal.12 RIA Ribes alpinum 'Green Mound'Green Mound Alpine Currant 2 gal.23 ROM Rosa x 'Meineble'Red Meidiland Groundcover Rose 5 gal.14 SAR Salix repens Creeping Willow 5 gal.56 SYC Symphoricarpos x chenaultii 'Hancock' Hancock Chenault Coralberry 5 gal.14 VID Viburnum dentatum 'Christom' TM Blue Muffin Arrowwood Viburnum 5 gal.12 YUF Yucca filamentosa 'Color Guard'Color Guard Adam's Needle 5 gal.52 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY BOG Bouteloua gracilis 'Blonde Ambition' Blonde Ambition Blue Grama 1 gal.48 FEG Festuca glauca 'Casca11' TM Beyond Blue Fescue 1 gal.8 FEM Festuca mairei Atlas Fescue 1 gal.55 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY GEM Geranium macrorrhizum 'Beven's Variety' Beven's Variety Bigroot Geranium 1 gal.101 LAM Lavandula angustifolia 'Munstead'Munstead English Lavender 1 gal.80 PEP Penstemon pinifolius 'Mersea Yellow' Yellow Threadleaf Beardtongue 1 gal.28 SES Sedum spectabile 'Autumn Joy'Autumn Joy Stonecrop 1 gal.9 ZAG Zauschneria garrettii Hummingbird Trumpet 1 gal.48 SOD BOTANICAL NAME COMMON NAME SIZE SPACING QTY BioGrass - BioNative BioNative Sod sod 12,170 sf PLANT SCHEDULE SPACING* *SPACING AS INDICATED ON PLANS 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H S WWWW S ● ● ● ●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● S S W E E E WWW W W VV V V V V VV V V V W MW GP GP W W W D D 24" CMP24" CMP 78 " A Q U E D U C T NEW PUMP STATION E E E E E 88 8 8 8 8 8 7 7 7 7 7 7 7 7 7 6 6 4 4 4 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 S ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● E V V V 78 " A Q U E D U C T 46 4 9 46 4 8 46 4 7 46 4 7 46 4 6 46 4 6 464 5 46 4 5 4 6 4 5 4644 46 4 5 46 4 4 46 4 4 4 6 4 3 4 6 4 3 4643 4 6 4 3 464 2 4 6 4 2 464 2 4 6 4 2 4642 46 4 1 46 4 1 4641 4641 4641 4 6 4 0 46 4 0 4 6 4 0 4640 4 6 4 0 4 6 3 9 4 6 3 9 4643 464 1 E E E E 58'-4" 86'-7" 20'-7" 20 ' - 8 " 12 8 ' - 1 1 " 15 0 ' - 2 " 67'-6" 78 ' - 1 1 " 70'-11" 95'-7" 107'-11" 66 ' - 2 " 61 ' - 0 " 88 ' - 1 1 " 11 2 ' - 6 " 5'-1" 56'-5"14'-1" 23 4 ' - 8 " 26 ' - 3 " 67'-8" 22 0 ' - 0 " 1 5 ' - 0 " 16 ' - 6 " 8'-10" FENCE CORNER FENCE CORNER 8' - 9 " 27'-1" 31 ' - 3 " 68'-7" 11'-11" FENCE EDGE CORNER OF CONCRETE PAD 24'-0" 28'-4" 2'-10" 27'-3" 2'-2" 14'-4" 20 ' - 0 " Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 1 : 0 2 : 0 3 A M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H MA T E R I A L S & D I M E N S I O N P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L103 MATERIALS PLAN LEGEND MAINTENANCE ACCESS ROAD - UTBC; 8 INCHES DEEP, COMPACTED* 'PURPLE PASSION' STONE MULCH, 1" MINUS; 3 INCHES DEEP* COBBLE, 8" DEEP* 6" CONCRETE EDGING L103 1 NORTH 60030 90 120 feet BIOGRASS BIONATIVE SOD DIMENSION PLAN L103 2 NORTH 0 feet806020 40 STEEL EDGING TELCOM ACCESS ROAD - 6 INCHES DEEP UTBC, COMPACTED, COVERED WITH 2 INCHES DEEP 'WASATCH CHAT' STONE MULCH (3/8" MINUS), COMPACTED 1) THE FOLLOWING DIMENSIONS ARE PROVIDED TO ASSIST IN THE LAYOUT OF CONCRETE AND METAL EDGING. WHILE EXACTNESS (TO THE INCH) IS NOT ANTICIPATED, THE CONTRACTOR SHALL KEEP THE INTEGRITY OF THE DESIGN AS ILLUSTRATED. 2) ALL EDGING SHOWN AS A STRAIGHT LINE IS TO BE CONSTRUCTED AS STRAIGHT LINE (E.G. WITHOUT BUMPS AND WOBBLES) AND CURVES SHALL BE SMOOTH ARCS. 3) MEASUREMENTS FOR THE WIDTH OF THE ACCESS ROAD AROUND THE RESERVOIR ARE IMPORTANT AND SHOULD BE LAID OUT AS INDICATED IN ORDER TO MINIMIZE IMPACT TO EXISTING TREES. DIMENSION NOTES 1) 2) 3) 4) 5) 6) 7) 8) 'WASATCH CHAT' STONE MULCH, 3/8" MINUS; 3 INCHES DEEP* 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H * SUBMIT SAMPLES FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BRINGING ON SITE DECIDUOUS TREE PLANTING 3X ROOT BALL DIAMETER FINISH GRADE MULCH 2" FREE OF MULCH REMOVE WIRE BASKET AND BURLAP AFTER PLACING THE TREE IN THE PLANTING WHOLE INSTALL TREE WITH ROOT FLARE 2" ABOVE FINISH GRADE BACKFILL WITH TOPSOIL SOIL ELEVATION SOIL SURFACE ROUGHENED SET ROOT BALL ON FIRM PAD IN BOTTOM OF TREE PIT NOTE: THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING P-JV-08 EVERGREEN PLANTING DETAIL 3X ROOT BALL DIAMETER FINISH GRADE MULCH 2" FREE OF MULCH REMOVE WIRE BASKET AND BURLAP AFTER PLACING THE TREE IN THE PLANTING WHOLE INSTALL TREE WITH ROOT FLARE 2" ABOVE FINISH GRADE BACKFILL WITH TOPSOIL SOIL ELEVATION SOIL SURFACE ROUGHENED SET ROOT BALL ON FIRM PAD IN BOTTOM OF TREE PIT NOTE: THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING P-JV-09 SHRUB PLANTING FINISH GRADE MULCH 2" FREE OF MULCH NOTE: SOAK TOPSOIL AND ALLOW TO PERCOLATE PRIOR TO PLANTING. SET PLANT AT SAME RELATIONSHIP TO FINISH GRADE AS IN CONTAINER. BACKFILL WITH TOPSOIL P-JV-10 TOPSOIL FOR PLANTING STONE MULCH 38" REBAR, 12" LONG; 1 EACH CORNER AND EVERY FIVE FEET ALONG EDGING 316" THICK, 6" WIDE STEEL EDGING STEEL EDGING L104 4 TOPSOIL FOR PLANTING STONE MULCH COMPACTED UTBC #3 REBAR CONTINUOUS 6" x 6" CONCRETE CONCRETE CURB 12" RADIUS CONCRETE EDGING DETAIL-FILE NOTE: SCORE JOINTS TO BE EVENLY SPACED AND 10' MAXIMUM. L104 5 Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 1 0 1 - L 1 0 4 _ P l a n t i n g P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 1 2 : 0 0 : 5 3 P M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 1 0 4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LA N D S C A P E D E T A I L S CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L104 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D JF H L104 1 L104 2 L104 3 ● ●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● EXISTING RESERVOIR E 78 " A Q U E D U C T E E E E RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG VID VID VID VID VID VID VID VID VID VID VID SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR SAR SAR SAR SAR SAR SAR SAR AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA AMA PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM PRM MAR MAR MAR MAR MAR MAR RHT RHT RHT RHT RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME AME AMEAME AME AME AME AME AME AME PMPPMP PMP PMP PMP PMP PMP PMP PMP PMPPMP PMP PMP PMP PMP PMPPMP YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUFYUF YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF AME MAR CSICSI CSI CSI CSI CSI CSI CSI CSI CSI CSI CSI SAR SAR SAR SAR SAR SAR SAR SAR PRM PRMPRM AMA AMA SAR SAR SAR SAR SAR SAR SAR RHT RAG RAG YUF YUF YUF YUF YUFYUF SYC SYC SYC SYC SYC ARU ARU ARU ARUARU ARUARU YUF PRM PRM SAR SAR CSI CSI CSI CSI CSI CSI CSICSI CSI CSI CSI CSI CSI CSI PRM PRM PRM AMA AMA SAR SAR SAR SAR SAR SAR SAR SARSAR SAR SAR SAR SAR SAR RAG RAG RAG SYC SYC RHT ARU ARU ARUARU ARU YUF YUF YUF YUF YUF MAR PRB PRB PRB PRB PMP PMP PMP AME RIA RIA RIA RIA RIA RIA (2) PL (1) CK (2) CC (1) UX(1) UX(2) CC (1) PL VID RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA RIA HEP HEPHEP HEP HEP HEP AME ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM ROM RAG RAG RAG RAG RAG AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AME AMEAME AME AME HEP HEP RHT PMP 1 5 ' ARU ARU ARU ARU RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG RAG ARU ARU ARU ARU ARU ARU ARUARU ARU ARU ARU ARU ARU ARU RAG RHT RHT PMP PMP PMP PMP PMP PMP ARU ARU ARU ARU ARU ARU ARU ARU ARU ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA RAGRAG MAR MAR MAR ARU ARU 15' RAG ROM ROM ROM (1) CB (1) CB (1) CB AME RAG AME SYC 30 30 30 30 30 30 30 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2525 25 25 PC 12" 3 4" 12" 3 4" 1" 12" 114" 3 4" 3 4" 3 4" C 1" 1" 1" 114" 1" 1" 1 11.1 1" EXISTING TREES 12" 12" EXISTING TREES NEW TREES 33.42 1" 12" 12" 27.42 1" 43.55 1" 58.48 1" 6 1.21 1" 75.59 1" 89.09 1" 94.23 1" 112" 15 24.1 1" 1" 1" 1" 112" 16 3.85 1" BF 114"3 4" 12" 114" 112" 12" 12" 12" 12" 12" 12" 12" 1" 12" 3 4"12" 3 4" 12" 12" 1"12" 114" 3 4" 12" 12" 12" 1" 12" 112" 112" 13 27.2 112" 14 5.81 1" 112" AQ U E D U C T Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 2 0 1 - L 2 0 4 _ I r r i g a t i o n P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T h u r s d a y , S e p t e m b e r 1 6 , 2 0 2 1 4 : 3 6 : 4 7 P M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 2 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H IR R I G A T I O N P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L201 IRRIGATION NOTES IRRIGATION PLAN - NORTH L201 1 NORTH 0 feet604515 30 1. THE IRRIGATION CONTRACTOR MUST EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 2. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AT THE PROJECT CONNECTION OF APPROXIMATELY 75 PSI AND A MAXIMUM FLOW DEMAND OF 25 GPM PER CIRCUIT. THE IRRIGATION CONTRACTOR WILL VERIFY WATER PRESSURE PRIPOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES BETWEEN THE PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION (P.O.C.) TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, WALKS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THE WORK PERFORMED. THE IRRIGATION CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS FOR THE LOCATION, INSTALLATION, AND MARKING OF PIPE SLEEVES UNDER WALKS. 4. BEFORE ANY TRENCHING, EXCAVATION OR DIGGING FOR ANY REASON, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AND SHALL HAVE THE AREA "BLUE STAKED". THE CONTRACTOR WILL CONDUCT THE WORK IN SUCH A MANNER TO PROTECT ALL UTILITIES FROM DAMAGE AND TO REPAIR OR REPLACE ANY DAMAGE AT NO EXPENSE TO THE OWNER. 5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 6. ALL IRRIGATION EQUIPMENT OTHERWISE DETAILED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 7. ALL MAINLINES SHALL BE PVC SCH 40 AND LATERAL LINES SHALL BE SCH 40 PVC. 8. MAIN AND LATERAL LINES SHOWN ON PLANS ARE DIAGRAMMATIC ONLY. ALL PIPES SHALL BE LAIN IN COMMON TRENCHES AND IN LANDSCAPED AREAS WHEN FEASIBLE. 9. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. CONTROL WIRES NOT LAIN IN A COMMON TRENCH WITH MAINLINE SHALL BE INSTALLED IN CONDUIT OF SUFFICIENT SIZE. 10. THE IRRIGATION CONTRACTOR SHALL SUPPLY THE OWNER'S AGENT AT FINAL INSPECTION WITH COMPLETE 'RED LINE DRAWINGS', WRITTEN START-UP AND SHUT-DOWN PROCEDURES. A COMPLETE MATERIALS LIST, AS WELL AS NAMES, ADDRESSES, AND PHONE NUMBERS OF THE CONTRACTORS AND LOCAL DISTRIBUTORS OF THE VARIOUS MATERIALS USED. 11. THE IRRIGATION CONTRACTOR SHALL MAKE THE ELECTRICAL CONNECTION FROM THE VALVES TO THE CONTROLLER. IRRIGATION RUN TIMES SHALL BE SET BY THE IRRIGATION CONTRACTOR. 12. DO NOT PLACE ANY VALVE OR VALVE BOXES IN LAWN AREAS. 13. LOCATE IRRIGATION MAINLINE AND LATERALS OUTSIDE OF EXISTING TREE DRIPLINES. DO NOT USE MACHINES TO EXCAVATE WITHIN THE DRIPLINE OF EXISTING TREES. HAND EXCAVATE ONLY TO MINIMIZE ROOT DAMAGE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 5006-R-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. Pressure Regulating. Rain Bird 5006-R-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. Pressure Regulating. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-LC Wide Flow Drip Control Kit, for Light Commercial Uses. 1" PEB Valve, with 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Drip Emitter Loop - Existing Tree Drip Emitter Loop - New Tree Emitter line loop with 13 each 0.4 gph emitters Area to Receive Dripline Netafim TLCV-04-18 Techline Pressure Compensating Landscape Dripline with Check Valve. 0.4 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. Rain Bird 44-RC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Thermoplastic Rubber Cover, and 2-Piece Body. Zurn 375 1-1/4" Reduced Pressure Principle Assembly. Sizes 1/2",3/4", 1", 1-1/4", 1-1/2", 2". Rain Bird ESP8LXME-LXMM with (03) ESPLXMSM4 20 Station Capable Commercial Controller in a Stainless Steel Box Mounted to the New Pump Station. Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 SDR 21 25 30 BF C Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE SEE SHEET L202 FOR WATER SOURCE AND IRRIGATION CONTROLLER NOTES. 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H S WWWW S 10200 SOUTH ● ● ● ●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● S S E E E GP GP D D 24" CMP24" CMP EXISTING JVWCD PUMP STATION 78 " A Q U E D U C T E E E E 4+ 0 0 4+69.34EP: 4+69.34 STA = 1+44.33 RAG RAG RAG RAG RAG RAG RAG RAGRAG RAG RAG RAG RAG RAG RAG YUF YUF YUF YUFYUF HEP HEP HEP HEP AME AME AME AME AME AME RAG AME AME AME AMEAME SARSAR SAR SAR SAR SAR AMA AMA AMA AMA AMA PRM PRM PMP PMP PMP YUFPMP PMP RHT RHT RHT AME AME AME AME AMEAME AME AME AMEAME AME PMP PMPPMP YUF YUF YUF YUF YUF YUF YUF YUF YUFYUF YUF YUF PRM PRMPRM RAG RAG YUF YUF YUF YUF YUFYUF YUF RAG SYC SYC SYC SYC SYC SYC RAG RAG RAG RAG SYC SYC RHT PMP PMP PMP RIA RIA RIA PMP (4) CB ARM ARM ARM ARM ARM RIA RIA RIA RIA RIA RAGRAG RAG PMP (1) MR (1) MR (1) MR AME RAG AME PMP YUF YUF YUF YUF YUF YUF NEW PUMP STATION 30 30 30 30 30 PC 3 4" C 1" 1" 1" 1 11.1 1" NEW TREES 105.70 1" 116.24 1" 120.61 1" 112" BF 12" 3 4" 3 4" 12" 12" 114"3 4" 12" 114" 114" 3 4" 112" AQ U E D U C T 13 27.2 112" 14 5.81 1" 112" Fi l e : C : \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 2 0 1 - L 2 0 4 _ I r r i g a t i o n P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T h u r s d a y , S e p t e m b e r 1 6 , 2 0 2 1 4 : 3 6 : 4 7 P M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 2 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H IR R I G A T I O N P L A N CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L202 IRRIGATION PLAN - SOUTH L202 1 NORTH 0 feet604515 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 5006-R-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. Pressure Regulating. Rain Bird 5006-R-PC,FC-MPR Turf Rotor, 6.0" Pop-Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. Pressure Regulating. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-LC Wide Flow Drip Control Kit, for Light Commercial Uses. 1" PEB Valve, with 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Drip Emitter Loop - Existing Tree Drip Emitter Loop - New Tree Emitter line loop with 13 each 0.4 gph emitters Area to Receive Dripline Netafim TLCV-04-18 Techline Pressure Compensating Landscape Dripline with Check Valve. 0.4 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PEB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. Rain Bird 44-RC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Thermoplastic Rubber Cover, and 2-Piece Body. Zurn 375 1-1/4" Reduced Pressure Principle Assembly. Sizes 1/2",3/4", 1", 1-1/4", 1-1/2", 2". Rain Bird ESP8LXME-LXMM with (03) ESPLXMSM4 20 Station Capable Commercial Controller in a Stainless Steel Box Mounted to the New Pump Station. Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 SDR 21 25 30 BF C Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE CONTROLLER TO BE MOUNTED TO OUTSIDE WALL OF NEW PUMP STATION. POWER AND SLEEVE TO BE PROVIDED FROM INSIDE PUMP STATION. COORDINATE WITH OTHERS TO INSTALL. 2" WATERLINE CONNECTION TO BE PROVIDED FROM PUMP STATION BY OTHERS. SEE MECHANICAL DRAWINGS (SHEET M103, DETAIL 1). 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D JF H Fi l e : C: \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 2 0 1 - L 2 0 4 _ I r r i g a t i o n P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T h u r s d a y , S e p t e m b e r 1 6 , 2 0 2 1 4 : 3 6 : 4 7 P M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 2 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H IR R I G A T I O N D E T A I L S CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L203 PRESSURE REDUCING BACKFLOW PREVENTER DETAIL-FILE 175 PSIG 180ß F 2" 375 RP ZURN WILKINS PROTECTIVE ENCLOSURE 12" MIN. 30" MAX. DIRECTION OF FLOW ZURN WILKINS MODEL 375 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER GALVANIZED NIPPLES AND ELLS, AS REQUIRED GALVANIZED UNION, EACH SIDE GALVANIZED NIPPLE AND ELL L203 3 CONCRETE PAD; EXTEND 6" BEYOND INTERIOR DIMENSIONS OF ENCLOSURE HOLES FOR INFLOW AND OUTFLOW PIPES MAINLINE - SIZE AS NOTED ON PLAN CONTROL WIRE TO CONTROLLER. CONTRACTOR TO INSTALL ONE ADDITIONAL WIRE TO EACH VALVE. PROVIDE 2' MIN. WIRE LOOP IN VALVE BOX. USE KING INNOVATION DRYCONN BLACK/GRAY WATERPROOF CONNECTORS CARSON VALVE BOX WITH "T" TYPE BOLT DOWN COVER FINISH GRADE PLASTIC VALVE I.D. TAG WITH CONTROLLER AND STATION NUMBER LATERAL LINE - SIZE AS NOTED ON PLANS 4X4 PRESSURE TREATED WOOD ATTACH TO BOX BOTTOM ON ALL FOUR SIDES PIPE BELL END ACTION BUTTRESS #18011 AND #18012ACTION BUTRESS #18010 AND #18011 SCH. 80 THREADED NIPPLE PVC FITTING TURNED ON ITS SIDE WITH A THREADED OUTLET SAME SIZE AS THE VALVE. USE ALL THREADED SCH. 80 FITTINGS UP TO THE VALVE AS SHOWN WIRE COILS - 12" APOLLO BRASS BALL VALVE (SAME SIZE AS LINE) CONTROL VALVE AS PER PLAN PVC SCH. 80 TEE VALVE BOX CONTROL VALVE AS PER PLAN LATERAL LINE (SIZE AS PER PLAN) MAINLINE (SIZE AS PER PLAN) CONTROL VALVE L203 8 DETAIL-FILE ROTOR HEAD (TYPE AND PATTERN AS PER LEGEND ON PLAN) FINISH GRADE MARLEX STREET ELL SPIRAL BARB FITTING FLEXIBLE SWING PIPE 12" MIN. LENGTH FITTING AS REQUIRED SPIRAL BARB FITTING LATERAL LINE (SIZE AS PER PLAN) SLOPE TO DRAIN ROTOR HEAD DETAIL-FILEL203 9 PUMP STATION BUILDING WALL STOP & WASTE VALVE BACK FLOW PREVENTER ISOLATION BALL VALVE QUICK COUPLER POINT OF CONNECTION SCHEMATIC L203 1 QUICK COUPLER FINISH GRADE COMPACTED SUBGRADE RUBBER COVER RAINBIRD 44RC QUICK COUPLER VALVE (SET MIN. 2" BELOW BOTTOM OF VALVE BOX LID) 12" MIN. GRAVEL LAYER UNDER ENTIRE VALVE BOX SCH. 80 STREET ELL AND TEE AS MAIN PER PLAN PVC MAINLINE AS PER PLAN LASCO INSERT SWING JOINT G13-B-212 WITH G109-000 STABILIZER ELBOW FILL BOX WITH CLEAN 3 4" MINUS GRAVEL BRASS NIPPLE, LENGTH AS REQUIRED 10" ROUND CARSON VALVE BOX WITH BOLT DOWN "T" TYPE LID L203 4 TYPICAL SLEEVING PAVING SURFACE IRRIGATION SLEEVE FOR LATERAL IRRIGATION SLEEVE FOR MAINLINE IRRIGATION SLEEVE FOR WIRES NOTES: 1. SURROUND ALL SLEEVING WITH 2" SAND (MINIMUM) ALL AROUND. 2. EXTEND ALL SLEEVING A MINIMUM OF 6" BEYOND EDGE OF PAVING. 18" 12" L203 5 DETAIL-FILE PIPE SIZE MIN. SLEEVE SIZE 3 4" 1" 1 14" 1 12" 2" 2 12" 3" 4" 6" 1 12" 2" 2 12" 3" 4" 6" 6" 8" 12" NUMBER OF WIRES MIN. CONDUIT SIZE 1-7 8-11 12-22 23-31 32-36 1 12" 2" 2 12" 3" 4" SLEEVE SIZES* WIRE CONDUIT SIZES *WHEN MULTIPLE PIPES OCCUR IN ONE TRENCH, ADD REQUIRED SLEEVE SIZES TOGETHER FOR ONE SLEEVE SIZE. SLEEVING REQUIREMENTS L203 6 FINISH GRADE MAINLINE SAND BEDDING (3") CONTROL WIRES, BUNDLE AND TAPE TOGETHER EVERY 20' 18" 12" EXISTING SUBGRADE TRENCH (WIDTH AS NECESSARY) LATERAL LINE SAND BEDDING (3") BACKFILL WITH EXISTING MATERIAL REMOVE ROCK 1" IN DIAMETER AND LARGER TOPSOIL FREE FROM ROCKS 1" IN DIAMETER AND LARGER TYPICAL TRENCHING L203 7 EXTERIOR WALL MOUNT CONTROLLER FINISH GRADE RAINBIRD ESP-LXME CONTROLLER WITH LXMM METAL CABINET. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MANUFACTURER'S RECOMMENDATIONS 2" DIAMETER GRAY PVC CONDUIT FOR RCV WIRES 12" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. POWER TO COME FROM NEW PUMP STATION. COORDINATE WITH ELECTRICIAN. 24"LONG SWEEP ELL SET CONTROLLER 60" ABOVE FINISHED GRADE L203 2 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H Fi l e : C: \ U s e r s \ J e n n y \ D r o p b o x \ M y P C ( L A P T O P - N C V V 5 7 F V ) \ D e s k t o p \ P r o j e c t s \ J V W C D P u m p S t a t i o n \ C o n f o r m e d S e t - N o v 2 0 2 1 \ L 2 0 1 - L 2 0 4 _ I r r i g a t i o n P l a n . d w g La s t S a v e d : B y : J e n n y D a t e : T h u r s d a y , S e p t e m b e r 1 6 , 2 0 2 1 4 : 3 6 : 4 7 P M Pl o t t e d : B y : J e n n y D a t e : T u e s d a y , N o v e m b e r 1 6 , 2 0 2 1 La y o u t : L 2 0 4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / SY M D A T E D E S C R I P T I O N A P P R Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H IR R I G A T I O N D E T A I L S CONST. JFH -- JFH SEPT. 2021 11910-2020-002 L204 MAINLINE - SIZE AS NOTED ON PLAN CONTROL WIRE TO CONTROLLER. CONTRACTOR TO INSTALL ONE ADDITIONAL WIRE TO EACH VALVE. PROVIDE 2' MIN. WIRE LOOP IN VALVE BOX. USE KING INNOVATION DRYCONN BLACK/GRAY WATERPROOF CONNECTORS CARSON VALVE BOX WITH "T" TYPE BOLT DOWN COVER FINISH GRADE PLASTIC VALVE I.D. TAG WITH CONTROLLER AND STATION NUMBER LATERAL LINE - SIZE AS NOTED ON PLANS 4X4 PRESSURE TREATED WOOD ATTACH TO BOX BOTTOM ON ALL FOUR SIDES RAINBIRD PSI-L30X-075 INLINE PRESSURE REGULATOR RAINBIRD QKCHK-075 BASKET FILTER WITH 200 MESH SCREEN ACTION BUTTRESS #18011 AND #18012 ACTION BUTRESS #18010 AND #18011 SCH. 80 THREADED NIPPLE PVC FITTING TURNED ON ITS SIDE WITH A THREADED OUTLET SAME SIZE AS THE VALVE. USE ALL THREADED SCH. 80 FITTINGS UP TO THE VALVE AS SHOWN WIRE COILS - 12" APOLLO BRASS BALL VALVE (SAME SIZE AS LINE) CONTROL VALVE AS PER PLAN PVC SCH. 80 TEE VALVE BOX CONTROL VALVE AS PER PLAN LATERAL LINE (SIZE AS PER PLAN) MAINLINE (SIZE AS PER PLAN) DRIP VALVE & FILTER FILTER INLINE PRESSURE REGULATOR L204 1 PVC MAINLINE. CENTER FEED EXAMPLEEND FEED EXAMPLE TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) TECHLINE FLOW PER 100 FEET TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME TYPICAL TECHLINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. STAPLE (TLS6) AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. POLYETHYLENE OR PVC SUPPLY HEADER, SIZE AS PER HEADER SIZING CHART. MANUAL LINE FLUSHING VALVE PLUMBED TO EXHAUST HEADER, AS FAR FROM THE SUPPLY HEADER AS POSSIBLE. FLUSHING VALVE AT EACH EXHAUST END. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . TYPICAL VALVE, FILTER, PRESSURE REGULATOR. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART "TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER. STEP 4: SIZE THE HEADER WITH THE FOLLOWING: 1 TO 6 GPM: 3/4" HEADER.6 TO 10 GPM: 1" HEADER. 10 TO 20 GPM: 1 1/4" HEADER.20 TO 30 GPM: 1 1/2" HEADER. SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS) TYPICAL NETAFIM TECHLINE CV REQUIREMENTS LAYOUT ISLAND ODD CURVES IRREGULAR BRANCHING OUT LATERALS JOINING LATERALS SUPPLY HEADER EXHAUST HEADER CHECK LONGEST LATERAL AGAINST CHART FOR MAX. LENGTH OF SINGLE LATERAL TOTAL THE COMBINED LENGTH OF THESE LATERALS AND COMPARE TO THE CHART FOR MAX. LENGTH OF SINGLE LATERAL. AREAS: TRIANGULAR IRREGULAR SLOPE FEED LAYOUT MANUAL LINE FLUSHING VALVE. TECHLINE CV LATERAL TUBING. LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. TOE OF SLOPE. TOP OF SLOPE. PVC SUPPLY HEADER. REMOTE CONTROL VALVE ASSEMBLY. 54" MAXIMUM ELEV. CHANGE WITHOUT CHECK VALVE. IF GREATER, INSTALL INLINE CHECK VALVES EVERY 54" IN ELEV. CHANGE. BOTTOM 1/3 OF SLOPE: CONVENTIONAL SPACING PLUS 25%. TOP 2/3 OF SLOPE: CONVENTIONAL SPACING. TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. TYPICAL START CONNECTION ON EXHAUST HEADER. TYPICAL START CONNECTION ON SUPPLY HEADER. SEE SUB-HEADER DETAIL. TYPICAL TECHLINE START CONNECTION. PARKING ISLAND TYPICAL LAYOUT MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY HEADER. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. TYPICAL SUPPLY PIPE. TYPICAL TECHLINE DRIPPER LINE TUBING. TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER. L204 3 DRIP EMITTER LOOP - NEW TREE NOTES: 1. LENGTH OF DRIPLINE IS 19.5' PER TREE 2. VERIFY THAT THERE ARE 13 INLINE EMITTERS ON DRIPLINE BEFORE PLACING AROUND TREE. 3. STAKE TUBING. BLANK TUBING PVC PIPE OR BLANK TUBING DRIPLINE TREE CENTER TREE ROOTBALL 12" 24 " L204 2 DRIP EMITTER LOOP - EXISTING TREE NOTES: 1. LENGTH OF DRIPLINE VARIES BY TREE. LOOP DRIPLINE 30" (MIN.) FROM TREE TRUNK AND 24" APART, THEREAFTER, UNTIL DRIPLINE COVERS THE AREA UNDERNEATH THE CANOPY (DRIPLINE) OF THE TREE. 2. STAKE TUBING. BLANK TUBING PVC PIPE OR BLANK TUBING TREE CANOPY (DRIPLINE) TREE TRUNK DRIPLINE 24 " 30 " MIN . L204 4 09-17-2021 No. 7612116-5301 Jennifer F. Hale 11 - 1 2 - 2 1 C O N F O R M E D T O B I D J F H PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 0 : 5 5 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. GE N E R A L N O T E S A N D T A B L E S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S001 9. SPECIAL INSPECTIONS SHALL BE PROVIDED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND AS NOTED WITHIN THE CONTRACT DOCUMENTS. REPORTS DOCUMENTING THE RESULTS OF THE TESTING AND INSPECTIONS SHALL BE SUBMITTED FOR REVIEW AND RECORD. 8. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. 7. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED IN STRENGTH UNLESS APPROVED BY THE ENGINEER OF RECORD. 6. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE, INCLUDING FOUNDATIONS. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK 4. STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: COORDINATING DETAILS, ACCURACY OF THE WORK, VERIFICATION OF ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, MEANS AND METHODS OF CONSTRUCTION, AND FOR PERFORMING THE WORK IN A SAFE AND SECURE MANNER 2. REFER TO PROCESS, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION RELATED TO: DIMENSIONS, ELEVATIONS, SLOPES, DRAINS, WATERPROOFING, MECHANICAL UNIT LOCATIONS, INSERTS, EMBEDDED ITEMS, ANCHORAGES, AND OTHER NON-STRUCTURAL ITEMS 1. DESIGN AND CONSTRUCTION OF THIS PROJECT IS PER THE 2018 "INTERNATIONAL BUILDING CODE (IBC)" WITH THE INCLUSION OF LOCAL AMENDMENTS GENERAL REQUIREMENTS 8. PROTECT ALL FOUNDATIONS FROM THE ACTION OF WATER AND FREEZING. 7. PLACE ALL BACKFILL ACCORDING TO PROJECT SPECIFICATIONS INCLUDING FOLLOWING THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. BRACE ALL WALLS AS REQUIRED PRIOR TO AND DURING THE PLACEMENT OF BACKFILL AND UNTIL SUPPORT FOR THE WALLS ARE IN PLACE. 6. WALLS HAVE BEEN DESIGNED FOR THE LISTED LATERAL EARTH PRESSURE AND SURCHARGE, ASSUMING A WELL GRADED AND DRAINED CONDITION. 5. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS, WALLS, ETC. 4. FOUNDATIONS, WHERE PRESENT, SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 3. PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF FOUNDATIONS. 2. FOOTINGS HAVE BEEN DESIGNED FOR THE ALLOWABLE SOIL BEARING PRESSURE INDICATED WITHIN THE DESIGN CRITERIA AND LOADS TABLE AND SHALL BE FIELD VERIFIED, WHEN ASSUMED VALUES ARE NOTED, WITH THE PROJECT GEOTECHNICAL ENGINEER. 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PROJECT GEOTECHNICAL REPORT (KLEINFELDER, PROJECT NUMBER 20213033.001A) AND FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN INCLUDING, BUT NOT LIMITED TO, SITE PREPARATION, COMPACTION, BEARING PRESSURES AND LATERAL EARTH PRESSURES. FOUNDATIONS 10. PROVIDE DOWELS TO SUPPORTING MEMBER WITH BARS SIZED AND SPACED TO MATCH TYPICAL VERTICAL REINFORCING. DOWELS SHALL HAVE STANDARD HOOKS EMBEDDED INTO SUPPORTING CONCRETE WITH LAP SPLICE TO VERTICAL REINFORCING, UNLESS NOTED OTHERWISE. 9. SEE STANDARD DETAILS FOR CORNER BAR REINFORCING AT WALL CORNERS. 8. OPENINGS IN CONCRETE SHALL BE REINFORCED AS NOTED IN THE STANDARD DETAILS. 7. CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 “STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE” AND ACI 318 “BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.” CONFORM TO THE REQUIREMENTS OF ACI 305 “HOT WEATHER CONCRETING” OR ACI 306 “COLD WEATHER CONCRETING” WHEN WEATHER CONDITIONS DICTATE. 6. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. 5. UNLESS OTHERWISE NOTED, TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI STANDARD 117, “STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS”. 4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" WHERE NOT SPECIFICALLY SHOWN ON THE DRAWINGS. 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK. 2. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED AND MAINTAINED ACCORDING TO ACI 347, “RECOMMENDED STANDARD PRACTICE FOR CONCRETE FORMWORK”. 1. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH, APPLICATION, COARSE AGGREGATE GRADATION, AND WATER CEMENT RATIO SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE. CAST IN PLACE CONCRETE 5. PROVIDE 200' OF #5 REBAR & #6 IN 20' LENGTHS TO BE USED AS DIRECTED BY THE ENGINEER. 4. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED POSITION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR. 3. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. SUPPORTING ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL. 2. REINFORCING STEEL SHALL NOT BE WELDED. 1. LAP SPLICES OF DEFORMED BARS SHALL BE CLASS B, SEE REINFORCING SPLICE AND DEVELOPMENT TABLE FOR LENGTHS, UNLESS OTHERWISE NOTED. REINFORCING STEEL 12. MASONRY WALLS SHALL BE BRACED BY OTHER INTERSECTING WALLS, OR BY ANCHORAGE/BRACING TO THE STRUCTURE ABOVE. 11. WALL CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON DRAWINGS OR AS REFERENCED BY TO THE NMCA. CONTROL JOINTS SHALL NOT BE PLACED OVER OPENINGS, WITHIN THE SPAN OF THE LINTEL, OR WITHIN THE WIDTH OF THE JAMB. 10. REINFORCED MASONRY LINTELS SHALL BE INSTALLED OVER ALL OPENINGS, UNLESS NOTED OTHERWISE. DO NOT SPLICE REINFORCING BARS WITHIN LINTELS AND MAINTAIN BEARING DEPTH EQUAL TO LINTEL DEPTH, MINIMUM, ON EACH SIDE. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCEMENT FOR LINTELS SHALL BE AS FOLLOWS: OPENINGS UP TO 42 INCHES WIDE PROVIDE (2) #5 AT BOTTOM OF 8 INCH DEEP LINTEL, OPENINGS 42 TO 78 INCHES WIDE PROVIDE (2) #5 AT BOTTOM OF 16 INCH DEEP LINTEL, AND FOR OPENINGS OVER 78 INCHES WIDE REINFORCE PER DRAWINGS. 9. REINFORCED MASONRY LINTELS SHALL BE SPECIALLY FORMED U-SHAPED LINTEL OR LOW WEB LINTEL UNITS WITH REINFORCING BARS, OR PRECAST UNITS DESIGNED FOR THE WEIGHT OF MASONRY ABOVE AND OTHER APPLIED LOADS. 8. PROVIDE GALVANIZED WIRE, LADDER TYPE, HORIZONTAL JOINT REINFORCING AT 16” OC, MAXIMUM, AND AS INDICATED ON DRAWINGS. HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 7. LAP SPLICE REINFORCING PER THE FOLLOWING, UNLESS NOTED OTHERWISE: #3 x 1’-8”, #4 x 2’-0“, #5 x 2’-8”, #6 x 4’-0”, AND #7 x 5’-0”. 6. BOND BEAMS SHALL BE REINFORCED WITH (2) #4 CONTINUOUS, UNLESS OTHERWISE NOTED. PROVIDE BENT CORNER BARS TO MATCH AND LAP BOND BEAM REINFORCING AT ALL CORNERS AND INTERSECTIONS. 5. VERTICAL REINFORCING SHALL BE DOWELED TO THE FOUNDATION. 4. PROVIDE (2) #5 VERTICAL BARS FULL HEIGHT AT ALL MASONRY JAMBS, CORNERS AND WALL ENDS, UNLESS OTHERWISE NOTED. 3. MASONRY CORES CONTAINING REINFORCING OR ANCHOR BOLTS/RODS SHALL BE FILLED SOLID WITH GROUT. MASONRY BELOW GRADE SHALL HAVE CORES FILLED SOLID WITH GROUT. MAXIMUM LIFT HEIGHT EQUALS 5’-4”. MECHANICALLY VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER PLACEMENT. 2. CONCRETE BLOCK ARE TO BE PER ASTM C90, GRADE N, TYPE 1 (MOISTURE-CONTROLLED), NORMAL WEIGHT. MORTAR SHALL BE ASTM C270, TYPE N (USE TYPE S BELOW GRADE). GROUT FILL SHALL BE PER ASTM C476 (COURSE GROUT) WITH MAXIMUM 3/8” AGGREGATE AND MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES” AND COMPLY WITH ALL RECOMMENDATIONS AND STANDARDS ESTABLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION AND THE BRICK INSTITUTE OF AMERICA. MASONRY 13. COLUMN CAP PLATES SHALL BE 3/4 INCH THICK, UNLESS OTHERWISE NOTED. 12. TOP FLANGES OF BEAMS AND GIRDERS MUST BE FREE OF PAINT, WATER, DIRT, RUST AND ANY OTHER MATERIALS WHICH INTERFERE WITH THE WELDING OPERATION OF HEADED STUDS. 11. NUMBER ADJACENT TO BEAM SECTION, (##), INDICATES TOTAL NUMBER OF ¾”X4” LONG HEADED STUDS TO BE EQUALLY SPACED ALONG THE LENGTH OF THE BEAM. MULTIPLE NUMBERS ADJACENT TO GIRDER SECTION, (##,##,##), INDICATES NUMBER STUDS TO BE EQUALLY SPACED ALONG SEGMENTS OF THE GIRDER. STUDS ARE TO BE AUTOMATICALLY WELDED TO THE BEAMS THROUGH THE FLOOR DECK. 10. LIFE SAFETY COMPONENTS AND LIFTING DEVICES (I.E. GUARD RAILS, STAIRS, MONORAIL, ETC) SHALL RECEIVE A SAFETY YELLOW TOP COAT. 9. SHOP PRIME ALL STRUCTURAL STEEL WITH FABRICATOR’S STANDARD COLOR, UNLESS NOTED OTHERWISE, PER AISC 360 SECTION M3 AND AISC 303 SECTION 6.5. PRIMER SHALL BE COMPATIBLE WITH TOP COAT AND FINISH, FIELD TOUCH-UP AS NECESSARY. 8. DO NOT PAINT STEEL TO BE FIREPROOFED, FIELD WELDED, EMBEDDED IN CONCRETE, OR SPECIALLY PREPARED. 7. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1 BY CERTIFIED WELDERS WITH CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON THE DRAWINGS. 6. NO FIELD WELDS ARE TO BE MADE UNTIL THE MEMBERS ARE PROPERLY ALIGNED. FIELD WELDS ARE TO BE MADE BY COMPETENT WELDERS USING PROPER ELECTRODES AND AMPERAGE. 5. BEARING PLATES FOR STEEL BEAMS AND COLUMNS SHALL BE DRY PACKED WITH GROUT AS SPECIFIED OR REQUIRED. 4. BEAM AND COLUMNS SHALL BE ERECTED TRUE AND PLUMB, PROVIDE TEMPORARY BRACING. 3. MEMBERS NOTED AS ‘CONTINUOUS’ SHALL BE FULLY WELDED AT ALL BUTT SPLICES OR CONNECTIONS SHALL BE DETAILED TO PROVIDE CONTINUITY. 2. FRAMING CONNECTIONS NOT DETAILED, OR CONNECTIONS THAT ARE MODIFIED FROM THOSE DETAILED, SHALL BE DESIGNED BY THE FABRICATOR FOR THE END REACTION SHOWN ON THE PLAN (## K). FABRICATOR MAY SELECT AISC SIMPLE SHEAR CONNECTION THAT MEETS DESIGN REQUIREMENTS AND ERECTOR PREFERENCE. IF NO REACTION IS PROVIDED, DESIGN FOR ½ THE BEAM MAXIMUM UNIFORM LOAD PER AISC MANUAL FOR STEEL CONSTRUCTION. 1. STRUCTURAL STEEL, INCLUDING ANCHOR RODS/BOLTS AND BASE PLATES, SHALL NOT BE FIELD MODIFIED WITHOUT APPROVAL OF THE ENGINEER OF RECORD. STRUCTURAL STEEL 5. JOIST SEATS SHALL HAVE THE CAPACITY TO RESIST A LATERAL LOAD APPLIED TO THE TOP CHORD, PERPENDICULAR TO THE SPAN (ROLLOVER). PROVIDE A MINIMUM ROLLOVER FORCE OF 2,000 POUNDS FOR SEATS UP TO 3.5 INCHES DEEP AND 1,200 POUNDS FOR SEATS OVER 3.5 INCHES DEEP. 4. REFER TO STANDARD DETAILS FOR SUPPLEMENTAL FRAMING AT JOIST SUPPORTING CONCENTRATED LOADS. 3. FABRICATOR SHALL PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING AND ANCHORAGE FOR ALL JOISTS AS REQUIRED BY SJI SPECIFICATION, BRIDGING IS SCHEMATICALLY INDICATED ON THE DRAWINGS. 2. JOISTS FRAMING INTO OR ON TOP OF COLUMNS SHALL BE FIELD BOLTED TO THE COLUMNS AND THE BOTTOM CHORDS EXTENDED TO SHOP INSTALLED STABILIZER PLATES ON THE COLUMNS PER FABRICATOR REQUIREMENTS. DO NOT WELD BOTTOM CHORD TO STABILIZER PLATES UNLESS NOTED OTHERWISE. 1. STEEL JOISTS TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH SJI SPECIFICATIONS AND OSHA REGULATIONS FOR THE LOADING INDICATED. ERECTION STABILITY BRACING SHALL BE DESIGNED AND SUPPLIED BY THE FABRICATOR. STEEL JOIST 3/4” DIA PUDDLE WELDS IN A 36/4 PATTERN, (5) WELDED SIDELAP ROOF DECK: 5. STEEL DECKING SHALL BE FASTENED TO SUPPORTING MEMBERS WITH THE FOLLOWING PATTERNS AND REQUIRED SIDELAPS PER SPAN: 4. METAL DECK TO BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH SDI SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS. OPENINGS LARGER THAN 12”, AND AS DETAILED, SHALL HAVE A STEEL WELDED ANGLE FRAME, PER STANDARD DETAILS, SUPPORTING ALL EDGES. 2. STEEL DECK SHALL BE GALVANIZED WITH A PROTECTIVE ZINC COATING CONFORMING TO ASTM A924, DESIGNATION G90. 1. ROOF DECK SHALL BE PLACED SO AS TO COVER AT LEAST TWO SPANS. SINGLE SPAN CONDITIONS SHALL NOT BE USED. STEEL DECK SLAB ON GRADE / SLAB ON METAL DECK CENTERED No. 14 AND No. 18 BARS 1 1/2 No. 11 AND SMALLER 3/4 WALLS: PRIMARY REINFORCEMENT 2 STIRRUPS, SPIRALS, AND TIES 1 1/2 BEAMS, COLUMNS: No. 14 AND No. 18 BARS 1 1/2 No. 11 AND SMALLER 3/4 SLAB, JOISTS: CONDITIONS NOT COVERED ABOVE TOP OF FOOTINGS AND BASE SLABS 2 FORMED SURFACES 2 FOOTINGS, BASE SLABS: WALLS:2 PRIMARY REINFORCEMENT 2 1/2 STIRRUPS, SPIRALS, AND TIES 2 BEAMS, COLUMNS: SLABS, JOISTS:2 EXPOSED TO EARTH, LIQUID, WEATHER, OR BEARING ON WORK MAT OR SLABS SUPPORT EARTH COVER CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 UNLESS NOTED OTHERWISE ON DRAWINGS COVER (in) ACI 350 - ENVIRONMENTAL STRUCTURES CAST IN PLACE CONCRETE (NON-PRESTRESSED) COVER 1. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS (OR APPROVED EQUALS) STEEL DECK FASTENER HILTI X-EDN STEEL DECK FASTENING POWER ACTUATED FASTENERS HILTI X-U ANCHORAGE TO CONCRETE, MASONRY, & STEEL ADHESIVE ANCHORS HILTI HIT-HY270 ANCHORAGE TO MASONRY CONCRETE SCREWS HILTI KWIK CON II ANCHORAGE TO CONCRETE & MASONRY SCREW ANCHORS HILTI KWIK HUS-EZ ANCHORAGE TO CONCRETE EXPANSION ANCHORS HILTI KWIK BOLT 3 ANCHORAGE TO CONCRETE ADHESIVE ANCHORS HILTI HIT-HY200 ANCHORAGE TO CONCRETE POST INSTALLED ANCHORS WELDS WELD ELECTRODES E70XX SHEAR STUD CONNECTORS ASTM A108 COMMON BOLTS ASTM A307 THREADED RODS ASTM A36 ANCHOR RODS ASTM F1554, GRADE 36 FASTENERS HIGH STRENGTH BOLTS ASTM A325-N STRUCTURAL PIPE (SCHED 40 UNO) ASTM A53, GRADE B, Fy=35 KSI HOLLOW STRUCTURAL SECTIONS - RECT/SQ (HSS) ASTM A500, GRADE C, Fy=50 KSI STRUCTURAL BARS & PLATES ASTM A36, Fy=36 KSI CHANNEL (C & MC) & ANGLE (L) ASTM A36, Fy=36 KSI STRUCTURAL MEMBERS WIDE FLANGE (W) & TEE (WT) ASTM A992, Fy=50 KSI STRUCTURAL STEEL CMU COMPRESSIVE STRENGTH f'm 1500 PSI MASONRY REINFORCING BARS ASTM A615, GRADE 60, DEFORMED REINFORCING STEEL GROUT (NON SHRINK / NON METALLIC) 5000 PSI (MIN) MISC CONCRETE, PIPE SUPPORTS, EQUIPMENT PADS 4000 PSI ELEVATED SLAB, BEAMS,COLUMNS, PIERS 4500 PSI SLAB ON GRADE, FOUNDATION WALL AND FOUNDATIONS 4000 PSI 28 DAY COMPRESSIVE STRENGTH f'c CONCRETE MATERIAL STRENGTHS 1 ** HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM #9 7'-6" 5'-10" 5'-10" 4'-6" #8 6'-8" 5'-2" 5'-2" 3'-11" #7 5'-10" 4'-6" 4'-6" 3'-6" #6 4'-0" 3'-1" 3'-1" 2'-4" #5 3'-4" 2'-7" 2'-7" 2'-0" #4 2'-8" 2'-0" 2'-0" 1'-7" #3 2'-0" 1'-6" 1'-6" 1'-3" BAR SIZE TOP BARS (**) OTHER BARS TOP BARS (**) OTHER BARS MINIMUM LAP SPLICE LENGTH ("Ls") MINIMUM DEVELOPMENT LENGTH ("Ld") REINFORCING STEEL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID PAJ 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS 1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X VERIFY MATERIAL BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X VERIFICATION & INSPECTION CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTION OF SOILS 1, 2 2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS 1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC AND AISC REQUIREMENTS c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION n/a b. MEMBER LOCATIONS n/a a. DETAILS SUCH AS BRACING AND STIFFENING n/a 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: 4) OTHER REINFORCING STEEL X 3) SHEAR REINFORCEMENT X 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES X 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706 X b. REINFORCING STEEL: 6) FLOOR AND ROOF DECK WELDS X 5) SINGLE-PASS FILLET WELDS OF 5/16" AND LESS X 4) PLUG AND SLOT WELDS X 3) SINGLE-PASS FILLET WELDS > 5/16"X 2) MULTIPASS FILLET WELDS X 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK 5. INSPECTION OF WELDING: b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: c. MANUFACTURER'S CERTIFIED TEST REPORTS X b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360.X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION n/a b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION n/a a. SNUG-TIGHT JOINTS.X 2. INSPECTION OF HIGH-STRENGTH BOLTING: b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND WASHERS: VERIFICATION & INSPECTION CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTION OF STEEL CONSTRUCTION 1, 2 2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS 1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC 2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 X 1. STANDARD BRIDGING X b. BRIDGING - HORIZONTAL OR DIAGONAL a. END CONNECTIONS WELDING OR BOLTED X 1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS X VERIFICATION & INSPECTION CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS 1, 2 2. SEE GENERAL NOTES & SPECS FOR ADDITIONAL REQUIREMENTS 1. ALL SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT IBC AND ACI STANDARDS INSPECTION OF FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS PRIOR TO CONCRETE POUR X VERIFICATION IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X b. GROUTING OF BONDED PRESTRESSING TENDONS X a. APPLICATION OF PRESTRESSING FORCED; AND X INSPECTION OF PRESTRESSED CONCRETE FOR: VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X VERIFYING USE OF REQUIRED DESIGN MIX X b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED ABOVE X a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS X INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS X INSPECTION OF ANCHORS CAST INTO CONCRETE X c. INSPECT ALL OTHER WELDS X b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND X a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A 706 X REINFORCING BAR WELDING: INSPECTION OF REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT X VERIFICATION & INSPECTION CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTION OF CONCRETE CONSTRUCTION 1, 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 0 : 5 5 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. DE S I G N A N D I N S P E C T I O N T A B L E S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S002 ***ALL SPECIAL INSPECTION IN ACCORDANCE WITH 2018 IBC AND TMS STANDARDS OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND PRISMS X GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE (INCLUDING GROUTING OF PRESTRESSING TENSONS) X f) PLACEMENT OF GROUT TO ENSURE COMPLIANCE e) PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD OR HOT WEATHER d) TYPE, SIZE, AND LOCATION OF ANCHORS TO STRUCTURAL MEMBERS c) SIZE AND LOCATION OF STRUCTURAL ELEMENTS b) PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION a) MATERIALS AND PROCEDURES MEET APPROVED SUBMITTALS DURING CONSTRUCTION ENSURE COMPLIANCE: X c) PROPORTIONS OF SITE-PREPARED GROUT b) PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHORAGE a) GROUT SPACE IS CLEAN PRIOR TO GROUTING, ENSURE COMPLIANCE: X e) GRADE AND SIZE OF REINFORCEMENT AND ANCHORAGE d) SAMPLE PANEL CONSTRUCTION c) LOCATION OF REINFORCEMENT AND ANCHORAGE b) CONSTRUCTION OF MORTAR JOINTS a) PROPORTIONS OF SITE-PREPARED MORTAR BEFORE CONSTRUCTION ENSURE COMPLIANCE: X VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF-CONSOLIDATING GROUT X VERIFICATION OF F'M AND F'AAC PRIOR TO CONSTRUCTION X COMPLIANCE WITH CONSTRUCTION DOCUMENTS AND APPROVED SUBMITTALS X VERIFICATION & INSPECTION CONTINUOUS PERIODIC LEVEL 3 INSPECTION OF MASONRY CONSTRUCTION LATERAL EARTH PRESSURE (PASSIVE) 350 PSF LATERAL EARTH PRESSURE (ACTIVE) 36 PSF SOIL BEARING PRESSURE fbrg 3500 PSF FOUNDATIONS SEISMIC BASE SHEAR Fx 65 KIP SEISMIC RESPONSE COEFFICIENT Cs 0.109 Sd1 N/A SPECTRAL DESIGN RESPONSE COEFFICIENT Sds 0.781g S1 0.395g SPECTRAL RESPONSE ACCELERATION Ss 1.11g SITE CLASS C IMPORTANCE FACTOR Ie 1.25 SPECIAL REINFORCED MASONRY SHEAR WALLS R 5 SEISMIC FORCE RESISTING SYSTEM SPECIAL REINFORCED MASONRY SHEAR WALLS SEISMIC DESIGN CATEGORY D SEISMIC DESIGN UPLIFT NET UPLIFT LOAD - (SERVICE LEVEL) 11 PSF ROOF - CORNER ZONE WITHIN 4.5 FT OF CORNERS -59.0 / 16.0 PSF ROOF - EDGE ZONE WITHIN 4.5 FT OF EDGE -39.9 / 16.0 PSF ROOF - MIDDLE ZONE -22.9 / 16.0 PSF WALL - EDGE ZONE WITHIN 4.5 FT OF CORNERS -33.5 / 25.0 PSF COMPONENTS AND CLADDING WALL - TYPICAL ZONE -27.2 / 25.0 PSF INTERNAL PRESSURE COEFFICIENT GCpi +/-0.18 BUILDING TYPE ENCLOSED EXPOSURE CATEGORY C MAIN WIND FORCE RESISTING SYSTEM BASIC WIND SPEED V 115 MPH WIND DESIGN (STRENGTH LEVEL, UNO) UNBALANCED SNOW LOAD PER ASCE7 FLAT ROOF SNOW LOAD DESIGN MINIMUM Pf 30 PSF FLAT ROOF SNOW LOAD Pf 27 PSF THERMAL FACTOR Ct 1.00 IMPORTANCE FACTOR Is 1.10 SNOW EXPOSURE Ce 1.00 GROUND SNOW LOAD Pg 35 PSF SNOW LOAD STAIRS 150 PSF TYPICAL FLOOR 150 PSF LIVE LOADS FLOOR 15 PSF ROOF 10 PSF DEAD LOADS (SUPERIMPOSED) OCCUPANCY BUILDING RISK CATEGORY III (IN ADDITION TO THOSE INDICATED ON PLANS & DETAILS) DESIGN CRITERIA AND LOADS SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID PAJ 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 2 S302 1 1 A A 1 S301 2 S301 2 S502 TFE 4625.50' TFE 4627.00' TFE 4629.00' TFE 4629.00' 1'-0"1'-2"18'-6"1'-0"1'-0"34'-6"1'-0"1'-0" 20'-8"36'-6" 57'-2" 1' - 0 " 1' - 2 " 24 ' - 4 " 1' - 0 " 1' - 0 " 26 ' - 6 " 1' - 2 " 16 ' - 4 " 1' - 0 " 7' - 0 " 1' - 0 " 26 ' - 6 " FFE 4625.50' FFE 4625.50' 8 S702 1 2 2 9 S702 6"10'-0"6" 3 TYP 1 CONSTRUCTION NOTES 16" THICK MAT SLAB REINFORCED W/ #6 @ 12" O/C TOP AND BOTTOM -FFE = 4626.50' SUMP PIT COORDINATE LOCATION AND SIZING W/ MECHANICAL DRAWINGS SURGE TANK SUPPORT-VERIFY WITH TANK SUPPLIER ON SIZING AND CONFIGURATION 2 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 0 : 5 6 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. SU M P P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S101 S101 1 SUMP LEVEL PLAN 0 2'4'6'8'10'12'14' N O R T H SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON Pour 2 UP S201 South 1 S302 2 S302 90'-0" 40 ' - 0 " 1 1 3 3 6 6 A A D D 2 2 4 4 25'-8"16'-0"23'-8"24'-8" 1'-2"1'-2" B B 12 ' - 6 " 14 ' - 9 " 12 ' - 9 " 1' - 2 " 1' - 2 " C C 1 S301 2 S301 1 S303 GALLERY 001 UP TFE 4640.00' TFE 4640.00' TFE 4631.00' FFE 4631.00' FFE 4631.00' FFE 4631.00' FFE 4631.00' TFE 4625.50' TYP 3 1 S502 SIM 1 S502 SIM 1 TFE 4625.50' TFE 4631.00' TFE 4631.00' TFE 4631.00'7 4 2 S303 5 5 FCO FCO FD 3 S502 4 10 FD 2 S502 6" 8 8 8 8 8 3 1' - 0 " 7' - 0 " 1' - 0 " 16 ' - 4 " 1' - 0 " 4' - 4 " 1' - 0 " 4' - 4 " 1' - 0 " 4' - 4 " 1' - 0 " 2' - 0 " 2 2 6 6 S511 5 S511 5 S202 Ea s t S201 We s t S202 North 1 8 TGE 4631.00' TGE 4631.00' FD FCO S703 5 TYP 9 9 11 PLAN NOTES 1. FD-INDICATE FLOOR DRAIN -SEE MECH -SEE STANDARD DETAIL 2. FCO-INDICATE FLOOR CLEANOUT -SEE MECHANICAL / 6 S703 1 CONSTRUCTION NOTES SUMP PIT IN MAT SLAB- VERIFY SIZE W/ MECHANICAL -SEE DETAIL 16" THICK MAT SLAB REINFORCED W/ #6 @ 12" O/C TOP AND BOTTOM -FFE = 4631.00' 1-1/2" THICK (I6500) FRP GRATING- SEE SPEC- INTERMEDIATE FRAMING AND CONNECTIONS TO CONCRETE BY GRATING SUPPLIER-TGE = 4631.00' WALL PIPE PENETRATION-SEE STANDARD DETAIL-SEE PROCESS FOR LOCATION METAL STAIR, HANDRAIL, AND GUARDRAIL- GRATED STAIR TREADS AND OPEN RISERS-SEE SPEC TYPICAL STOOP -SEE STANDARD DETAIL VERIFY SIZE WITH OWNER FUTURE WALL PIPE PENETRATION- REINFORCE PER STANDARD DETAIL- FUTURE WILL BE CORE DRILLED PIPE PENETRATION - GRATING SUPPLIER TO PROVIDE ADDITIONAL FRAMING AS REQUIRED 2'-0"x2'-0" SQ KNOCKOUT OPENING IN FOUNDATION WALL -SEE STANDARD WALL OPENING DETAIL FOR ADDITIONAL REINFORCING. (GC VERIFY SIZE AND LOCATION) -TO CONNECT WITH EXTERIOR ELECTRICAL DUCT BANK -SEE ELECTRICAL DRAWINGS BREAK IN GRATING- GRATING SUPPLIER TO PROVIDE ADDITIONAL FRAMING AS REQUIRED CONCRETE PIPE SUPPORT PENETRATION-SEE PROCESS- GRATING SUPPLIER TO PROVIDED ADDITIONAL FRAMING AS REQUIRED 2 3 4 5 6 7 8 / 9 S702 / 4 S703 9 10 11 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 0 : 5 7 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. FO U N D A T I O N P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S102 S102 1 FOUNDATION PLAN 0 2'4'6'8'10'12'14' N O R T H SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST I S S U E F O R FABRICA T I O N VAN CON GENERAL ENGINEERING CONTRACTORS PARTS LIST S201 South S202 North 1 S302 2 S302 1 1 3 3 5 5 6 6 A A D D 2 2 4 4 B B C C 1 S301 2 S301 2 S512 3 S512 3. 0 : 1 2 3. 0 : 1 2 4.3:124.3:124.3:124.3:12 1 1 4 5 5 5 5 3 3 4 S512 90'-0" 3'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"3'-0" 6 7 8 8 8 8 4 4 4 4 4 3 3 6"7'-0"2'-0"49'-6"2'-0" S104 2 TYP 2 2 4" 2' - 0 " 7' - 3 " 2' - 0 " S202 Ea s t S201 We s t 9 9 9 7 10 10 10 10 10 10 10 10 10 10 10 1 S512 1 S513 1'-0"1'-0"1'-0" W16X31 W16X31 W16X31 W16X31 3 S512 3 S512 4 S702 2 S513 25'-8"16'-0"23'-8"15'-4"9'-4" 90'-0" 12 ' - 6 " 14 ' - 9 " 12 ' - 9 " 40 ' - 0 " W8x10 SLOPING 4'-8"6'-0"6'-0"2'-0"6'-0"2'-0"6'-0"2'-0"6'-0"2'-0"6'-0"2'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"3'-4" W14x22 SLOPED W12X30 W12X30 W12X30 W12X30 PLAN NOTES 1. SEE JOIST LOAD DIAGRAM FOR JOIST DESIGN INFORMATION 2. SEE GENERAL STRUCTURAL NOTES FOR UNBALANCED SNOW LOAD REQUIREMENTS 3. ALL LOADS SHOWN ARE SERVICE LOADS 4. CONTRACTOR TO PROVIDE FLASHING AROUND ROOF PENETRATIONS PER STANDARD MANUFACTURE RECOMMENDATIONS. 5. W16X31 TOS=4661.92' W12X30 TOS= 4658.21' 1 CONSTRUCTION NOTES 1.5B18 ACOUSTICAL STEEL ROOF DECK PREFINSHED INSULATED STANDING SEAM METAL ROOF PANEL -SEE SPEC METAL GUTTER WITH DOWNSPOUTS 4'-6" x 4'-6" SINGLE LEAF ACCESS HATCH -SEE SPEC - SEE STANDARD DETAIL FOR ADDITIONAL FRAMING FOR HATCH OPENING 24" WIDE DESIGN COMPONENT INC METALWALK OR APPROVED EQUAL W/ PREFABRICATED HORIZONTAL LIFE LINE -SEE SPEC -COORDINATE FINAL LAYOUT WITH OWNER W8X13X14'-0" LIFT BEAM (4 TON CAPACITY) SUPPORTED UNDER STEEL BEAM -LOCATE OVER OPENING-SEE DETAIL -STENCIL CAPACITY ON EACH SIDE OF BEAM W16X40 LINTEL AT OH DOOR AND AT OVERHANG DRAG STRUT SEE DETAIL SNOW GUARD SEE SPEC 18X48 TRIPLE PANE ALUMINUM WINDOW SEE SPEC 2 3 4 5 6 7 8 9 10 / 5 S702 / 3 S513 Grid Grid 2.5K OUTLOOKER 3' - 0 " + / - TY P I C A L 6' - 0 " M A X I M U M 2' - 0 " 8" 2'-0"8"SEE PLAN ST E E L B E A M - SE E P L A N ROOF EDGES 2.5K OUTLOOKER HS S S H I M - TY P HS S O U T L O O K E R EDGE ANGLE CONT ED G E A N G L E C O N T HSS 2 1/2x2 1/2 x3/16 SHIMS AND OUTLOOKER PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 0 1 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. RO O F P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S104 S104 1 ROOF PLAN 0 2'4'6'8'10'12'14' N O R T H NO SCALES104 2 ROOF CORNER PLAN SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON MESA 40" 2" 1" 5" MESA EXTERIOR INTERIOR DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 101 Jordan Valley South Pump Station Jordan, Utah United States a. Non-exposed sealant shall be field applied gun grade non-skinning butyl. b. Exposed sealant shall be field applied gun grade urethane or silicone sealant. (Not By KINGSPAN INSULATED PANELS) c. KINGSPAN INSULATED PANELS is not responsible for field installed vapor seal at joints and junctures. d. KINGSPAN INSULATED PANELS is not responsible for vapor leaks caused by penetrations through the panels a. All trim shall be fabricated from G-90 or AZ50/Zincalume/Galvalume in gauge and finish to match panel face. b. All trim is fastened at 8" o.c. unless otherwise noted in the details. a. Holes in panels for other trades to be cut, sealed and flashed by the trade concerned unless otherwise noted on these drawings. b. Openings which would reduce the structural strength of the panel are to be adequately reinforced by others. a. The face of all steel must be free of bolt and rivet heads, built up welds or other obstruction which might interfere with bearing of panels on girts or purlins. b. Girts for support of panels must extend to outer extremities of elevations and across face of columns to which panels are applied. c. All panels supports are to be true and plumb prior to erecting panels. Recommended wall tolerance is 14" in any 20' direction. Recommend roof tolerance is 0" outward, 12" inward from plane d. Supporting metal deck to be min 20GA & Fy=33KSI for roof panels. The following specifications appear on shop drawings prepared by KINGSPAN INSULATED PANELS. They are intended to be a guide for minimum acceptable installation procedures and to indicate the quantity, size and materials specification of products furnished by KINGSPAN INSULATED PANELS, for the described project. They should not be used to replace or supplant specifications or notes on structural drawings. Materials shown on these drawings and specifications have been approved by KINGSPAN INSULATED PANELS for the purpose shown. Exercise care to maintain uniform side joints on all panels at each elevation. GENERAL NOTES: SEALANTS: TRIM: WORK OF OTHER TRADES: SUPPORTING STEEL AND GIRT SYSTEMS: MODULE RETENTION: FIELD-CUT PANELS: a. Field cutting shall be performed in accordance with current Kingspan installation guides. b. Field-cut panels where required at openings as shown on drawings. Cut edges are to be covered with trim. c. Field-cut panels to slope at endwalls. d. Some field cutting may be required. TOUCH UP: Use matching color touch up on material where damage consists of small chips, abrasions and field cut edges. Touch up paint may be obtained by contacting Kingspan customer service. For larger area paint repairs, consult the Kingspan Maintenance Manual for instructions. Each panel shall be covered until just prior to erection. Care should be taken not to allow panel facings to come in contact with dirt, oil, grease, standing water or any other material which could stain exposed surfaces. Carefully follow storage and handling instructions included with shipping documents. ON-SITE STORAGE: Panels and accessories are to be adequately protected from traffic and weather to ensure against physical damage or discoloration. Each panel shall be covered until just prior to erection. Care should be taken not to allow panel facings to come in contact with dirt, oil, grease, standing water or any other material which could stain exposed surfaces. Carefully follow storage and handling instructions included with shipping documents. SHEET INDEX PAGE #DESCRIPTION KIP 101 - 102 KIP 201 KIP 301 LEGEND: GRID LINE DESTINATION ELEVATION DETAIL DESTINATION ELEVATION VIEW ABBREVIATIONS: NOT ALL ABBREVIATIONS MAY BE USED ON THIS PROJECT AFF B.O.P. BLDG. CBC CMU F.F. F.O. GA. GALV. HORIZ. IBC NTS O/O PPH SIM. T.O. T.O.P. T.O.S. TYP. UBC URE W/ W/O WSHR SS ABOVE FINISH FLOOR BOTTOM OF PANEL BUILDING CALIFORNIA BUILDING CODE CONCRETE MASONRY UNIT FINISH FLOOR FRAMED OPENING GAUGE GALVANIZED HORIZONTAL INTERNATIONAL BUILDING CODE NOT TO SCALE ON CENTER OUT TO OUT PHILIPS PANHEAD SIMILAR TOP OF TOP OF PANEL TOP OF STEEL TYPICAL UNIFORM BUILDING CODE URETHANE WITH WITH OUT WASHER STANDING SEAM O.C. OR O/C DISCLAIMER: Customer to verify that the provided steel and/or architectural drawings upon which the Panel layout and designs are based, are correct and accurately reflect the conditions necessary for design of all materials supplied by KINGSPAN. Customer must also verify that the project field conditions are representative of the drawings submitted, OR that any and all necessary revised conditions that may impact design, have been submitted to and confirmed by KINGSPAN, prior to the release of the KINGSPAN Panel drawings or calculations. KINGSPAN is not responsible or liable for incorrect Panel Lengths as a result of changes made after signed approved shop drawings are returned. Drawings furnished by KINGSPAN show panel layouts, wall elevations, and fastening details only; they do not replace structural drawings. It is the project engineers or project architect's responsibility to determine if allowable panel and fastener loads meet the project design loads. KINGSPAN is only responsible for showing items that are furnished by KINGSPAN . Reference dimensions shown on these drawings have been taken from steel / architectural drawings provided by the customer, and have not been independently verified by KINGSPAN. Items not included in the KINGSPAN material bid package may be shown in the drawings / details for informational purposes only. KINGSPAN will supply only those items specifically included in the Order Acknowledgement. It is the customer's (or the authorized agent's) responsibility to verify KINGSPAN 's scope. Optional engineering seal provided by KINGSPAN on these drawings indicates Panel spans and connections have been verified and approved for use as drawn. This approval pertains solely to the materials being supplied by KINGSPAN, and does NOT apply to the structural supports or any other components which may be shown on the drawings (for clarification purposes only). These items must be reviewed and approved by the project engineer of record. KIP 601 - 602 DETAILS CROSS SECTION FLOOR PLAN GENERAL INFORMATION, CALCULATIONS ROOF PLANSKIP 501 - 502 SHEET INDEX PAGE #DESCRIPTION X X'-X" AFF KIP # DTL # KIP # DTL # CROSS SECTION KIP # DTL # Kingspan does not recommend using vacuum type lifter. MINERAL FIBRE PANEL: KIP 701 - 705 TRIMS, GUTTER & DOWNSPOUT F.I.P.FOAM IN PLACE FOR APPROVAL These Approval Drawings are submitted for the above referenced project. Please review, sign, and return the Drawings marked either : "Approved as Submitted" (if there are no corrections), "Approved as noted" (with correction(s) clearly noted on the returned Drawing set), or "Revise / Resubmit" (with correction(s) clearly noted on the returned Drawing set). All dimensions, details and trims require approval/verification. All "clouded areas" must be reviewed and addressed to the satisfaction of Kingspan, before materials will be released for Fabrication and/or Production Drawings will be issued. Approval of the Kingspan Drawings and panel analysis indicates that Kingspan has correctly interpreted the project requirements, and the designs thereof. This approval constitutes the acceptance of Kingspan dimensions, layouts, materials, and designs unless clearly noted otherwise. Kingspan is not responsible for checking the material and/or design compatibility of components that are not supplied by Kingspan. □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT APPROVAL SIGNATURE DATE: PRINTED NAME & COMPANY OF SIGNATURE DATE: CUSTOMER REVIEW CHECKLIST: Panel Information: □ Panel type and thickness □ Gauge and color of the exterior/interior skins □ If color is “To be determined”, please mark up the drawings with the chosen color and contact your project coordinator to confirm the color selection □ On Designwall Horizontal panel, please select color of vertical joint gasket, Black or Gray. Custom color gasket are also avaiable (with limitations, minimum quantity, and advance notice). Please contact your project coordinator for color selection. Floor Plans: □Grid lines on the plans are correct □Dimensions shown on the floor plan are correct with the latest structural/steel drawings □Floor plans are representative of where Kingspan materials are to be provided □If there are panel areas missing or not clearly shown, please mark up the drawings and contact your project coordinator to review Roof Plans: (If applicable) □Roof dimensions are accurate □Roof panel lengths are correct with the latest structural/steel drawings □Endlaps (if present) are lined up with a roof purlin □Overhangs (if present) are properly shown □Canopy areas (if present) are properly shown □If there are missing panels, overlaps needed that are not shown, or wrong dimensions please mark up the drawings and contact your project coordinator Elevations: □Elevation tags show the correct location of the bottom of panel and top of panel/parapet/steel □Framed opening sizes, locations, and quantities are correct □Wall length dimensions are correct and match the floor plan □Wall panel lengths are correct at each elevation shown □Detail called out corresponds to the correct condition at that location □Quantity and length of panels called out in panel lists correspond with that shown for each elevation □If multiple panel types, verify that the proper panel types are being used in the proper location □If panel areas are missing or not clearly shown, please identify on the drawings and contact your project coordinator to review Details: Please review each detail shown thoroughly, with special attention to the following: □Base condition(s) correct (flush mount or overhung?) □Slab edge shown is correct, matches concrete condition (squared off or keyway?) □Window details and flashings drawn correctly □Overhead door details and flashings drawn correctly □Trims necessary for proper installation shown in details (special attention should be paid to those marked “Not by Kingspan”) □Location and type of structural members shown in details reflect actual structural members present (note: please indicate on the drawings if there are any locations utilizing steel thicker than ¼” so that proper fasteners may be designated) □If any detail conditions are omitted or are incorrect, please clearly identify on the drawings Trims: □Trims to be provided as shown □Gauge and color of each trim piece is correctly identified □Shapes and dimensions of each trim are correct □If a different trim shape/dimension or color is desired, please mark up the drawings as needed AFTER COMPLETING THIS CHECKLIST, PLEASE CHECK THE APPROPRIATE BOX LOCATED IN THE “FOR APPROVAL” SECTION OF THE TITLE BLOCK, THEN SIGN AND RETURN THE DRAWINGS TO YOUR KINGSPAN PROJECT COORDINATOR. This checklist is provided as a guide when reviewing Kingspan shop drawings. Please take a moment to verify that the following information presented in these drawings is correct: Wall Sections: □Wall construction/materials/panel thickness are correct □Elevations of support members are correct □Wall panel lengths are correct EXTERIOR FACE Coverage Profile Material Texture Gauge Finish Color Core Thickness Core Material Panel Type INTERIOR FACE Reveal Caulking ROOF PANEL CONFIGURATION: Kingseam Polyisocyanurate 5" 40 NA Mesa A50 - Galvalume AZ50 24 AW1000 Weathered Copper Smooth None Mesa A50 - Galvalume AZ50 24 AW100 Imperial White Stucco Embossed None 2 2 1 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 CORRECT ALIGNMENT MIS- ALIGNMENT (AVOID THESE CONDITIONS) EX T E R I O R IN T E R I O R BUILDING WIDTH OR LENGTH SL SL Steel must be "ALIGNED" before installation begin. Recommended wall tolerance is 14" in any 20' direction. Recommend roof tolerance is 0" outward, 12" inward from plane. ¼” diameter self drilling, self tapping TEK type and B point self tapping type: Carbon and 410 stainless 1,800 rpm 304 stainless 1,000 rpm Note: Proper tools are required to produce consistent drilling and minimize potential fastener or application failures due to over or under driven fasteners. A torque control or depth sensing nose piece for the screw gun is recommended for proper installation. SL SL Suggested Fastener Driving Speeds Steel Thickness TEK Threads/inch 16 Ga. (.060) #2, 3 14 14 Ga. (.075) #2, 3 14 12 Ga. (.105) #3 14 1/8" (.125) #3 14 10 Ga. (.134) #3 14 3/16" (.187) #3 14 ¼" (.250) #3, 5 14 (#3), 20 minimum (#5) 3/8" (.375) #5 20 minimum ½" (.500) #5 20 minimum Recommended TEK type for 1/4" diameter (self-drilling, self tapping) fasteners: Steel Thickness Drill Size 16 Ga. (.060) #8 (.199) 14 Ga. (.075) #7 (.201) 12 Ga. (.105) #7 (.201) 1/8" (.125) #2 (.221) 10 Ga. (.134) #2 (.221) 3/16" (.187) #2 (.221) ¼" (.250) #2 (.221) 3/8" (.375) #2 (.221) ½" (.500) #1 (.228) Chart based on data from fastener manufacturers laboratory test results. Since actual job site conditions will vary, chart is a basic guideline. If in doubt, field drilling and pull tests are recommended. Pilot Hole Chart for 1/4" diameter B Point Fasteners (self tapping) KIP 102 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 103 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE FLOOR PLAN SCALE: 1/4" = 1'-0" A B C D 12 ' - 9 " 14 ' - 9 " 12 ' - 6 " 1 40 ' - 0 " O / O O F B L O C K W A L L 2' - 0 " 2' - 0 " 2 3 4 5 6 25'-8"16'-0"23'-8"15'-4"9'-4" 90'-0" O/O OF BLOCK WALL2'-0"2'-0" ROOF EXTENSION ROOF EXTENSION RO O F E X T E N S I O N RO O F E X T E N S I O N 1 KIP 301 2 KIP 301 17'-4" O/O OF BLOCK 17 ' - 5 12" O / O O F S T E E L 9" OVER HANG 9" OVER HANG 18'-0" 3 KIP 301 6'-2" 4' - 0 " 3 KIP 3016'-2" 4' - 0 " 10'-6"1'-6" 1 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 201 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE D C A +4643'-0" A.F.F. OPERATION LEVEL +4655'-0" A.F.F. LOW EAVE 14'-11 1 2 " W/3" C U T B A C K 30'-11 " W / 3 " C U T B A C K 2'-0"40'-0" O/O OF STEEL 2'-0" 3" CUTBAC K 3" CUTB A C K ROOF EXTENSION ROOF EXTENSION 3 KIP 601 5 KIP 601 4 KIP 601 2 KIP 601 3 KIP 601 2 KIP 601 1 KIP 301 CROSS SECTION SCALE: 1/4" = 1'-0" 3 12 RP1 - 5 F I E L D C U T RP1-5 F I E L D C U T 17'-4" O/O OF STEEL 4 5/16 12 3"CUT B A C K 3"C U T B A C K 11 KIP 602 2 KIP 601 11 KIP 602 7 KIP 602 9"9" OVERHANG 2 KIP 301 CROSS SECTION SCALE: 1/4" = 1'-0" 4 5/16 12 +4643'-0" A.F.F. OPERATION LEVEL +4657'-6" A.F.F. OVER BUILD EAVE +4660'-10 1/2" A.F.F. OVER BUILD PEAK 3 12 +4658'-4 5/8" A.F.F. HIGH ROOF +4662'-1" A.F.F. HIGH EAVE ALL CLOUDED DIMENSIONS CUSTOMER NEED TO BE CONFIRM OVERHANG AWW GC1 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 RP1-10 F I E L D C U T RP1 - 1 0 F I E L D C U T 12 3 KIP 301 CROSS SECTION SCALE: 1/2" = 1'-0" 4'-8" O/O OF STEEL 9" OVERHANG 9" OVERHANG 8 KIP 602 8 KIP 602 7 KIP 602 4 5/16 12 4 5/16 2 KIP 601 TYP. +4651'-6" A.F.F. LOW EAVE PLEASE CONFIRM 1 KIP 301 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE ROOF PANEL LENGTHS MEASURED AT THE EXTERIOR PANEL FACE (INCLUDE THE CUTBACK REQUIREMENT) 3" CUTBACK INTERIOR PANEL FACE EXTERIOR PANEL FACE 12 ' - 9 " 14 ' - 9 " 12 ' - 6 " 40 ' - 0 " O / O O F S T E E L 2' - 0 " 2' - 0 " 25'-8"16'-0"23'-8"15'-4"9'-4" 90'-0" O/O OF STEEL2'-0"2'-0" ROOF EXTENSION ROOF EXTENSION RO O F E X T E N S I O N 1 2 3 4 5 6 RO O F E X T E N S I O N ROOF PLAN SCALE: 3/16" = 1'-0" D C B A SL O P E 3: 1 2 SL O P E 3: 1 2 RP 1 - 1 = 3 0 ' - 1 1 " W / 3 " C U T B A C K RP 1 - 2 = 1 0 ' - 1 1 12" W/ 3 " C U T B A C K ROOF PLAN - PANEL QUANTITIES PANEL QTY MODULE LENGTH NOTES SF RP1-1 25 3'-4"30'-11"W/3" CUTBACK 2576 SQ. FT. RP1-2 29 3'-4"14'-11 1/2"W/3" CUTBACK 1446 SQ. FT. RP1-3&7 2 3'-4"30'-11"FIELD CUT TO FIT 206 SQ. FT. RP1-4,6&8 2 3'-4"30'-11"FIELD CUT TO FIT 206 SQ. FT. RP1-5 2 3'-4"20'-0"FIELD CUT TO FIT 133 SQ. FT. RP1-9&10 1 3'-4"30'-11"FIELD CUT TO FIT 103 SQ. FT. TOTAL SF =4671 SQ. FT. 3 KIP 601 4 KIP 601 1 KIP 601 6 KIP 601 6 KIP 601 3 KIP 601 5 QTY - (4" X 4") DOWNSPOUT (NS) 4 QTY - (4" X 4") DOWNSPOUT (FS) 10 KIP 602 11 KIP 602 9 KIP 602 11 KIP 602 7 KIP 602 9 KIP 602 4'-6"X4'-6" - (6 QTY) TYP. FIELD CUT PANELS AS REQUIRED FOR ROOF CURB FRAMED OPENINGS (NOT BY KINGSPAN) NOTES: 1.KINGSPAN DOES NOT DESIGN ROOF PENETRATION OPENINGS. 2.ALL ROOF PENETRATIONS TO BE FIELD LOCATED AND CUT BY THE INSTALLER. THE INSTALLER IS RESPONSIBLE FOR PROPER FLASHING / WEATHER TIGHTNESS.DUE TO THE VARIANCE IN QUALITY OF WORKMANSHIP, KINGSPAN CANNOT WARRANTY THE WATER TIGHTNESS OF ANY PANEL PENETRATIONS. 17'-4" O/O OF STEEL 9"9" SLOPE 4 5/16:12 SLOPE 94'-0" O/O OF PANEL ALL CLOUDED DIMENSIONS CUSTOMER NEED TO BE CONFIRM 4 5/16:12 RP1-7 = 6'-2 1/4" W/3" CUTBACK RP1-8 = 3'-11" W/3" CUTBACK RP1-8 = 3'-11" W/3" CUTBACK RP1-9 = 1'-7 7/8" W/3" CUTBACK RP1-9 = 1'-7 7/8" W/3" CUTBACK RP1-7 = 6'-2 1/4" W/3" CUTBACK RP1-5 = 10'-3" W/3" CUTBACK RP1-5 = 10'-3" W/3" CUTBACK RP1-5 = 10'-3" W/3" CUTBACK RP1-5 = 10'-3" W/3" CUTBACK RP1-6 = 8'-512" W/3" CUTBACK RP1-6 = 8'-512" W/3" CUTBACK RP 1 - 3 = 2 4 ' - 7 3 4" W / 3 " C U T B A C K RP 1 - 4 = 1 9 ' - 3 14" W / 3 " C U T B A C K RP 1 - 4 = 1 9 ' - 3 14" W / 3 " C U T B A C K RP 1 - 3 = 2 4 ' - 7 3 4" W / 3 " C U T B A C K DIRECTION OF INSTALLATION LOW EAVE LOW EAVE HIGH EAVE RA K E RA K E RAKE LO W E A V E LO W E A V E VA L L E Y V A L L E Y 5 KIP 601 DIRECTION OF INSTALLATION DI R E C T I O N O F I N S T A L L A T I O N DI R E C T I O N O F I N S T A L L A T I O N RI D G E REFER KIP 502 REFER KIP 502 ZONE LEGEND-ROOF ZONE-1 ZONE-2 ZONE-3 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 501 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE STORMS WHICH SHOULD BE EXCEEDED ONLY ONCE IN 10 YEARS INTENSITY LASTING 5 MINUTES X 12 = IN/HR IN/HR ≤ 3 ≤ 4 ≤ 5 ≤ 6 ≤ 7 ≤ 8 ≤ 9 ≤ 10 ≤ 12 CALCULATED ROOF AREA DRAINED PER SQ. IN. OF DOWNSPOUT SQ. FT/ SQ. IN. 410 300 250 200 170 150 140 110 92 CHART "B" ROOF SLOPE MULTIPLIER ROOF PITCH ≤ 3:12 4:12 - 5:12 6:12 - 8:12 9:12 - 11:12 12:12 ≤ MULTIPLIER 1.00 1.05 1.10 1.20 1.30 CHART "A" GUTTER & DOWNSPOUT GENERAL NOTES: 1.GUTTERS AND DOWNSPOUTS ARE NOT RECOMMENDED FOR SNOW LOADS OVER 30PSF. GUTTERS AND DOWNSPOUTS FOR SNOW LOADS OVER 30PSF WILL REQUIRE ADDITIONAL DESIGN/ENGINEERING: 1.a.SNOW GUARDS MUST BE USED TO PREVENT AVALANCHE EFFECT OF SLIDING SNOW AND ICE (ENGINEERING FOR SNOW GUARDS TO BE PROVIDED BY THE SNOW GUARD MANUFACTURER - NOT BY KINGSPAN). 1.b.GUTTERS SHOULD BE LINED WITH EPDM OR SIMILAR MEMBRANE (NOT BY KINGSPAN) TO PREVENT LEAKAGE COMMONLY RESULTING FROM FREEZE/THAW CYCLES (LEAKAGE NORMALLY OCCURS AT ENDSPLICES OF GUTTERS). 1.c.GUTTERS SHOULD BE HEATED (NOT BY KINGSPAN) TO PREVENT FREEZE/THAW. 1.d.EXTRA GUTTER SUPPORT STRAPPING SHOULD BE PROVIDED BY KINGSPAN. 2.DOWNSPOUT AVAILABILITY: 2.a.DOWNSPOUT TRIM TO BE PROVIDED IN 10'-0" LENGTHS. . 3.GUTTER AND DOWNSPOUT COLOR SELECTION: 3.a.PLEASE ADVISE THE DESIRED SELECTION FOR THE DOWNSPOUTS (DS-1), ELBOWS (DSE-1), AND DOWNSPOUT STRAPS (DSS-1) - PLEASE SELECT ONE: GAUGE AND COLOR TO MATCH ROOF PANEL GAUGE AND COLOR TO MATCH WALL PANEL OTHER (PLEASE SPECIFY_________________________________) 3.b PLEASE ADVISE THE DESIRED COLOR FOR THE EAVE CLOSURE (EC-01), GUTTER TRIM (GT-03S), AND RAKE FASCIA (RF-01S) - PLEASE SELECT ONE: GAUGE AND COLOR TO MATCH ROOF PANEL GAUGE AND COLOR TO MATCH WALL PANEL OTHER (PLEASE SPECIFY_________________________________) 4. DOWNSPOUT SPACING: (NEAR SIDE) WORST CASE ROOF AREA (SF): WIDTH 29'-6" LF X LENGTH 94'-0" LF X CHART "A" 1 = 2773 SF MAX ROOF DRAINAGE DOWNSPOUT DRAINAGE CAPACITY: CHART "B" 150 SF/SQ.IN. X 16 SQ.IN. (NOM. 4"X4" DS-1) = 2400 SF MAX. PER DS-1 2773 SF MAX ROOF DRAINAGE DIVIDED BY 2400 SF MAX. PER DS-1 = 1 MIN. 5 DS-1 REQ'D OR MAX. 40' O.C. (WHICH EVER IS SHORTEST O.C. SPACING REQUIREMENT) 5. DOWNSPOUT SPACING: (FAR SIDE) WORST CASE ROOF AREA (SF): WIDTH 14'-6" LF X LENGTH 94'-0" LF X CHART "A" 1 = 1363 SF MAX ROOF DRAINAGE DOWNSPOUT DRAINAGE CAPACITY: CHART "B" 150 SF/SQ.IN. X 16 SQ.IN. (NOM. 4"X4" DS-1) = 2400 SF MAX. PER DS-1 1363 SF MAX ROOF DRAINAGE DIVIDED BY 2400 SF MAX. PER DS-1 = 1 MIN. 4 DS-1 REQ'D OR MAX. 40' O.C. (WHICH EVER IS SHORTEST O.C. SPACING REQUIREMENT) ROOF PANEL LENGTHS MEASURED AT THE EXTERIOR PANEL FACE (INCLUDE THE CUTBACK REQUIREMENT) 3" CUTBACK INTERIOR PANEL FACE EXTERIOR PANEL FACE 2' - 0 " RO O F E X T E N S I O N 6'-2" 4' - 0 " 10'-6"1'-6" A 1 5 6 SLOPE 4 5/16 :12 SLOPE 4 5/16 :12 RP1-10 = 3'-6 7/8" W/3" CUTBACK RP1-10 = 3'-6 7/8" W/3" CUTBACK 10 KIP 602 8 KIP 602 8 KIP 602 7 KIP 602 12 KIP 602 6'-2" 4' - 0 " SLOPE 4 5/16 :12 SLOPE 4 5/16 :12 RP1-10 = 3'-6 7/8" W/3" CUTBACK RP1-10 = 3'-6 7/8" W/3" CUTBACK 10 KIP 602 8 KIP 602 8 KIP 602 7 KIP 602 12 KIP 602 CANOPY ROOF PLAN SCALE: 1/2" = 1'-0" FOR PANEL QUANTITIES AND LENGTHS SEE KIP 501 DIRECTION OF INSTALLATION RAKE LO W E A V E LO W E A V E RI D G E RAKE LO W E A V E LO W E A V E RI D G E DI R E C T I O N O F I N S T A L L A T I O N DI R E C T I O N O F I N S T A L L A T I O N DI R E C T I O N O F I N S T A L L A T I O N DI R E C T I O N O F I N S T A L L A T I O N ZONE LEGEND-ROOF ZONE-1 ZONE-2 ZONE-3 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 502 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE ROOF PANEL LENGTHS MEASURED AT THE EXTERIOR PANEL FACE (INCLUDE THE CUTBACK REQUIREMENT) 3" CUTBACK INTERIOR PANEL FACE EXTERIOR PANEL FACE FACTORY-APPLIED FOAM GASKET AT UNDERSIDE OF ROOF CLIP KINGSEAM ROOF PANEL (SR-05) CLIP W/ 1 4" Ø TEK FASTENERS W/O WASHER PER PANEL AT EACH SECONDARY SUPPORT NOTE: DO NOT OVER-DRIVE FASTENERS. IF THE METAL AT THE EDGE OF THE PANEL IS DEFORMED OUT OF PLANE, THE ADJACENT PANEL WILL BE DIFFICULT TO ENGAGE AND WILL NOT SEAM. AFTER SR CLIP HAS BEEN INSTALLED IN PLACE OVER MALE LEG OF STANDING SEAM PANEL, PRE-CRIMP USING 12" HAND CRIMPING TOOL. ROOF INSTALLATION DIRECTION CONTINUOUS BUTYL SEALANT IN FEMALE JOINT FIELD-APPLIED 18" BEAD OF BUTYL SEALANT ON UNDERSIDE OF PANEL CLIP FIELD-APPLIED 14" BEAD OF NON-SKINNING BUTYL SEALANT (2) 14" x 2" TEK 3 FASTENERS W/O WASHER PER CLIP REFER TO CALCULATIONS ON KIP 102 & 103. "TF-02" TRANSITION FLASHING DECK PANEL (NOT BY KINGSPAN) SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK3 FASTENERS W/O WASHER, PER CLIP, PER PANEL AT SECONDARY SUPPORT "TF-01" TRANSITION FLASHING W/ 14 - 14 x 7 8" STITCH TEKS @ 6" O/C "SRC-02" METAL CLOSURE W/ STITCH TEK @ 6" O/C AND 1" X 3 16" BUTYL TAPE SEALANT AT TOP AND BOTTOM SR2 OUTSIDE CLOSURE STRIP SET IN 1" x 3 16" BUTYL TAPE SEALANT AT TOP AND BOTTOM (COLD CLIMATE APPLICATION - RECOMMEND 2 OUTSIDE CLOSURES EACH SIDE) 1 2" FIELD FILL WITH EXPANDABLE INSULATION (NOT BY KINGSPAN) CONTINUOUS BUTYL SEALANT IN FEMALE JOINT (TYP) CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO PANEL JOINT BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY CO L D C L I M A T E FIELD-APPLIED BUTYL SEALANT AT UNDERSIDE OF CLIPFIELD-APPLIED BUTYL SEALANT AT CLIP OVERLAP SECONDARY FRAMING (NOT BY IMP SUPPLIER) FACTORY-APPLIED FOAM GASKET AT UNDERSIDE OF SR ROOF CLIPCONTINUOUS BUTYL SEALANT IN FEMALE JOINT (2)14" x 2" TEK 3 FASTENERS W/O WASHER PER CLIP SR-05 ROOF PANEL CLIP DECK PANEL (NOT BY KINGSPAN) 20GA MIN, Fy=30KSI SECONDARY STEEL FRAMING AND WINDOWS (NOT BY KINGSPAN) STEEL SHIPLAP (NOT BY KINGSPAN) SECONDARY FRAMING (NOT BY KINGSPAN) ROOF PANEL JOINT1 SECTION VIEW( )SECTION VIEW( )SECTION VIEW( )ROOF INTERMEDIATE SUPPORT2 LOW EAVE3 HIGH EAVE4 SECTION VIEW( )SECTION VIEW( )HIGH EAVE AT SHIPLAP5 SECTION VIEW( )RAKE6 BB-01 BIRD BLOCK SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK 3 W/O WASHER PER CLIP, PER PANEL AT EAVE STRUT "GS-02S" GUTTER HANGER @ 20" O/C W/ (5) 14 - 14 x 7 8" STITCH TEKS 14 - 14 7 8" STITCH TEKS @ 6" O/C "GT-03S" GUTTER TRIM BUTYL TAPE SEALANT STRIP UNDER GUTTER STRAP INSIDE CLOSURE STRIP W/ 1" x 3 16" BUTYL TAPE SEALANT AT TOP & BOTTOM 3" CUTBACK BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY CONTINUOUS BUTYL SEALANT IN FEMALE JOINT CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO PANEL JOINT DECK PANEL (NOT BY KINGSPAN) METAL FASCIA TO MATCH ROOF PANEL (NOT BY KINGSPAN) SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK3 FASTENERS W/O WASHER, PER CLIP, PER PANEL AT HIGH EAVE STRUT "HE-01S" HIGH EAVE TRIM POP RIVETS @ 8" O.C. SR-02 OUTSIDE CLOSURE STRIP SET IN 1" x 3 16" BUTYL TAPE AT TOP AND BOTTOM (COLD CLIMATE APPLICATION - RECOMMEND 2 OUTSIDE CLOSURES EACH SIDE) "SRC-02" METAL CLOSURE W/ 14 - 14 x 7 8" STITCH TEK @ 6" O/C 14 - 14 x 7 8" STITCH TEK @ 6" O/C 1" x 3 16" BUTYL TAPE SEALANT AT TOP AND BOTTOM 1 2" CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO PANEL JOINT BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY CONTINUOUS BUTYL SEALANT IN FEMALE JOINT CO L D C L I M A T E DECK PANEL (NOT BY KINGSPAN) PANEL (NOT BY KINGSPAN) "RF-01S" RAKE FASCIA FIELD CUT PANEL AS NEEDED FOR PROPER LAYOUT REQUIREMENTS "ST-01" STANDING SEAM TRIM SUPPORT 14 - 14 x 7 8" STITCH TEK @ 12" O/C 1" x 3 16" BUTYL TAPE SEALANT 14 - 14 x 6" TEK3 FASTENER W/ WASHER AT EACH PURLIN SECONDARY FRAMING & RAKE CHANNEL (NOT BY IMP SUPPLIER) POP RIVETS @ 8" O.C. CONTINUOUS BUTYL SEALANT DECK PANEL (NOT BY KINGSPAN) PANEL (NOT BY KINGSPAN) POLYSO RIGID INSULATION INFILL (NOT BY KINGSPAN) STEEL COLUMN (NOT BY KINGSPAN) STEEL BEAM (NOT BY KINGSPAN) NOTE: ZONE 3 MAX. SPAN IS 1'-3" ZONE 2 & ZONE 1 MAX. SPAN IS 2'-0" (REF. KIP 102-103 & 501-502) NOTE: ZONE 3 MAX. SPAN IS 1'-3" ZONE 2 & ZONE 1 MAX. SPAN IS 2'-0" (REF. KIP 102-103 & 501-502) 1 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 601 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK3 W/O WASHER, PER CLIP, PER PANEL AT RIDGE SECONDARY SUPPORT NOTE: DO NOT OVER-DRIVE FASTENERS. IF THE METAL AT THE EDGE OF THE PANEL IS DEFORMED OUT OF PLANE, THE ADJACENT PANEL WILL BE DIFFICULT TO ENGAGE AND WILL NOT SEAM. AFTER SR CLIP HAS BEEN INSTALLED OVER MALE LEG OF STANDING SEAM PANEL, PRE-CRIMP, USING 12" HAND CRIMPING TOOL. SR2 OUTSIDE CLOSURE STRIP SET IN 1" x 3 16" BUTYL TAPE SEALANT AT TOP AND BOTTOM (COLD CLIMATE APPLICATION - RECOMMEND 2 OUTSIDE CLOSURES EACH SIDE) "SRC-02" METAL CLOSURE W/ 14 - 14 x 7 8" STITCH TEK @ 6" O/C SET IN 1" x 3 16" BUTYL TAPE SEALANT AT TOP AND BOTTOM "OR-04" OUTSIDE RIDGE 14 - 14 x 7 8" STITCH TEK @ 6" O/C FILL GAP CONTINUOUSLY WITH TWO-PART FOAMED-IN-PLACE URETHANE; FOR DRY, MILD CLIMATES COMPRESSIBLE INSULATION MAY BE USED (NOT BY IMP SUPPLIER) DECK PANEL (NOT BY KINGSPAN) 1 2" BUTYL SEALANT END DAM (TYP. BOTH SIDES) CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO FEMALE JOINT ( TYP) C O L D C L I M A T E INSIDE CLOSURE STRIP W/ 1" x 3 16" BUTYL TAPE SEALANT AT TOP & BOTTOM 14 - 14 x 7 8" STITCH TEKS @ 6" O/C "LE-04" LOW EAVE TRIM CONTINUOUS BUTYL SEALANT IN FEMALE JOINT SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK3 FASTENERS W/O WASHER PER CLIP, PER PANEL AT EAVE STRUT NOTE: FIELD REMOVE FOAM AND LINER AT CUTBACK. BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY POP RIVETS @ 8" O.C. CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO PANEL JOINT 3" CUTBACK DECK PANEL (NOT BY KINGSPAN) FIELD CUT BACK* UPPER VALLEY FLASHING (FIELD BREAK FROM FLATSTOCK) 14" - 14 X 7 8" LOW PROFILE TEK SCREWS W/O WSHR @ 18" O.C COMPLETELY FILL VOID W/ COMPRESSIBLE INSULATION (NOT BY KINGSPAN) 7 5 4 14" - 14 X 7 8" TEK SCREWS @ 4" O.C. (IN LOWS) 14" - 14 X 7 8" LOW PROFILE TEK SCREWS W/O WSHR @ 4" O.C. SEE BELOW FOR ADDITIONAL INFO. LOWER VALLEY FLASHING (NOT BY KINGSPAN). GAUGE TO MATCH PURLIN (2) 14 - 14 x 2" TEK 3 HEX HEAD FASTENERS VALLEY SUPPORT ("Z" SHAPE) SET IN BUTYL SEALANT (NOT BY KINGSPAN) 3 1 2 SEQUENCE OF INSTALLATION: 1 LOWER VALLEY PAN 2 "Z" SHAPED VALLEY SUPPORT 3 FILL VOID W/ INSULATION 4 INSTALL SECONDARY & UPPER VALLEY PAN 5 APPLY TAPE MASTIC TO TOP OF UPPER VALLEY PAN 6 CUT ROOF PANELS. REMOVE CUT BACK 7 FASTEN ASSEMBLY * FIELD CUT ROOF PANELS FOR 4 14" OR 3" CUTBACK. CUTBACK SIZE TO MACH THE EAVE CONDITION FIELD CUT BACK FIELD NOTCH STANDING SEAM AS NECESSARY FIELD FOLD EXTERIOR SKIN TO MATCH UPPER VALLEY FLASHING SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK 3 W/O WASHER, PER CLIP, PER PANEL AT SECONDARY SUPPORT CONTINUOUS BUTYL SEALANT IN FEMALE JOINT (TYP) BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY CONTINUOUS BUTYL SEALANT BOTH SIDES OF "Z" W/ MARRIAGE BEAD TO PANEL JOINT 2 RIDGE7 SECTION VIEW( )SECTION VIEW( )SECTION VIEW( )LOW EAVE W/O GUTTER (ALTERNATE)8 VALLEY9 CF-02 CANOPY FLASHING FASTENER (NOT BY KINGSPAN) "RF-01S" RAKE FASCIA FIELD CUT PANEL AS NEEDED FOR PROPER LAYOUT REQUIREMENTS "ST-01" STANDING SEAM TRIM SUPPORT 14 - 14 x 7 8" STITCH TEK @ 12" O/C 1" x 3 16" BUTYL TAPE SEALANT 14 - 14 x 6" TEK3 FASTENER W/ WASHER AT EACH PURLIN POP RIVETS @ 8" O.C. SECONDARY FRAMING & RAKE ANGLE (NOT BY KINGSPAN) CONTINUOUS BUTYL SEALANT DECK PANEL (NOT BY KINGSPAN) CF-01 CANOPY FLASHING FASTENER (NOT BY KINGSPAN) SECTION VIEW( )RAKE 10 SECTION VIEW( )LOW EAVE W/O GUTTER11 SR-05 ROOF PANEL CLIP W/ (2) 14 - 14 x 2" TEK 3 W/O WASHER PER CLIP, PER PANEL AT EAVE STRUT 14 - 14 7 8" STITCH TEKS @ 6" O/C BUTYL TAPE SEALANT STRIP UNDER GUTTER STRAPINSIDE CLOSURE STRIP W/ 1" x 3 16" BUTYL TAPE SEALANT AT TOP & BOTTOM 3" CUTBACK BUTYL SEALANT END DAM; FILL INTERIOR JOINT CAVITY CONTINUOUS BUTYL SEALANT IN FEMALE JOINT CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO PANEL JOINT DECK PANEL (NOT BY KINGSPAN) CMU WALL (NOT BY KINGSPAN) "LE-04" LOW EAVE TRIM FASTENER (NOT BY KINGSPAN) FASTENERS TO MASONRY (NOT BY KINGSPAN) POURABLE SEALANT (NOT BY KINGSPAN) FIELD CUT MASONRY FOR INSTALLATION OF FLASHING, FILL VOID WITH SEALANT (NOT BY KINGSPAN) CF-01 COUNTER FLASHING TF-03 TRANSITION FLASHING 14" - 14 X 7 8" STITCH TEK SCREWS @ 8" O.C. BUTYL TAPE CONTINUOUS BUTYL SEALANT RAKE ANGLE FOR PANEL ATTACHMENT (NOT BY KINGSPAN) FILL WITH EXPANDABLE INSULATION (NOT BY KINGSPAN) CONTINUOUS BUTYL SEALANT AT RAKE ANGLE TO MASONRY 14" - 14 X 6" TEK3 THROUGH FASTENER WITH 118" BONDED WASHER (AS REQUIRED FOR WIND LOAD) SECTION VIEW( )WALL TO ROOF12 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 602 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE 1 1/2" 4 3/4" 3 5/8" 10" 110° 140° 110° 1"104° 1/2" 1/2" COLOR 1" 1 1/2" 90° 3 5/8" 4 3/4" 8 1/2" 1" 113° 2 1/8" 113°110° 110° 140° 1/2" 1/2" COLOR 110° 140° 1 5/8" 129° 7/8" 1 1/2" 5/8" 4 3/4" 90° 1/2" 1/2" COLOR 1" 1 7/8" 1" 90° 90° 1/2" 1/2" COLOR 4" 7 1/2"110° 1/2" COLOR 7 8" 63 4" 412" 43 4" 35 8" 1" 12" 76° 90°124° 140° 110° COLOR TRIM TO BE SUPPLIED IN 12'-0" LENGTHS TO BE FIELD CUT TO FIT AS REQUIRED COLOR 1 1/2 1/2 1/2 1" 10 1/2" 1" 90°153° 10 1/2" 153° 1/2"1/2" COLOR 1/2 7/8 1 5/8 90° COLOR FLATSTOCK FS-1 24 GA. WEATHERED COPPER (AW1000) SMOOTH HIGH EAVE TRIM HE-01S 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 21.875" RAKE TRIM RF-01S 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 23.500" OUTSIDE RIDGE TRIM OR-04 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 24.000" LOW EAVE TRIM LE-04 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 10.375" STANDING TRIM ST-01 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 4.875" TRANSITION FLASHING TRIM TF-01 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 12.000" KINGSEAM GUTTER 3 : 12 SLOPE GT-03S 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 22.000" DOWNSPOUT STRAP TRIM DSS01 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 2.500" CANOPY FLASHING CF-01 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: ?.??" CANOPY FLASHING CF-02 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: ?.??" BIRD BLOCK BB-01 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 3.000" BLANK WIDTH: 48.000" 2 2 2 2 2 2 2 2 2 2 2 2 ??? 5" ?? ? 90 ° 3/ 4 " COLOR SIDE 90 ° 90°1/2" HEM AWW TO FIELD MEASURE AWW TO FIELD MEASURE TBD 5" ?? ? 90° 3/ 4 " COLOR SIDE 90 ° ? ? ? 1/2" HEM AWW TO FIELD MEASURE AWW TO FIELD MEASURE AWW TO FIELD MEASURE GC/ROOF CONTRACTOR VERIFY AWW 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 701 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE ROOF TO WALL TRIM TF-03 4" 9" COLOR 90° 113° 113° 2 1/8" 1"1/2" 1/2 1/290° 3/4 3/4 1 1/2 135° COLOR COUNTER FLASHING CF-01 BLANK WIDTH: 4.500" 1/2 ROOF TO WALL TRIM TF-0324 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 16.625" COUNTER FLASHING CF-01 BLANK WIDTH: 4.500" 2 2 1 1 24 GA. WEATHERED COPPER (AW1000) SMOOTH DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 702 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE 110° 1/2" 6" 9" COLOR 6"6" 141° 1/2"1/2" COLOR SRC-02 BACK VIEW END VIEW NOTE: TABS ARE BENT TO 90º ANGLES TAB 3'-5 1/2" N.T.S. 15 16" 17 8" TAB 17 8" 1116" 11 4" TOP VIEW 5 8" 1" 3'-418" 3 4" 5 8" 5" TYP. 5" TYP. SIDE VIEW OUTSIDE CLOSURE STRIP INSIDE CLOSURE STRIP END VIEW (OCS) END VIEW (ICS) 1" 1" 17 8" 114" KINGSEAM SR2 OUTSIDE CLOSURE (ACCESSORY)SR2 4" 1 1 / 4 " 3/ 4 " 3/ 4 " 1 1 / 4 " 5/16"Ø HOLES TOP VIEW ISOMETRIC VIEW HO L D 6 3 / 1 6 " O D HOLD 7/16"OD 7/8" OD 1/2" 3/ 8 " O D 90 ° FRONT VIEW STANDING SEAM ROOF CLIP SR-05 24 GA. STAINLESS STEEL FLATSTOCK FS-2 24 GA. IMPERIAL WHITE (AW100) STUCCO EMBOSSED TRANSITION FLASHING TRIM TF-02 24 GA. IMPERIAL WHITE (AW100) STUCCO EMBOSSED BLANK WIDTH: 15.500" INSIDE RIDGE TRIM IR-04 24 GA. IMPERIAL WHITE (AW100) STUCCO EMBOSSED BLANK WIDTH: 13.000" KINGSEAM SRC-02 METAL CLOSURE (ACCESSORY)SRC-02 24 GA. BARE. SMOOTH BLANK WIDTH: 48.000" 2 2 2 2 1 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 703 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE B E N D D O W N 9 0 ° BE N D D O W N 9 0 ° BEND DOWN 56° BEND DOWN 40° BEND DOWN 70° 27 8"513 16" 11 4" 43 4" 35 8" 11 4" 27 16"61 4" "GCB-03LS" GUTTER CORNER BOX 3:12 COLOR SIDE 81116" OVERALL 107 8" OVERALL 20° 20° BE N D D O W N 9 0 ° B E N D D O W N 9 0 ° BEND DOWN 56° BEND DOWN 40° BEND DOWN 70° 27 8"513 16" 114" 43 4" 35 8" 114" 27 16"614" "GCB-03RS" GUTTER CORNER BOX 3:12 COLOR SIDE 81116" OVERALL 107 8" OVERALL 20° 20° BE N D D O W N 9 0 ° HEM BEND DOWN 90° BE N D D O W N 9 0 ° COLOR SIDE 47 16" 41116" 37 8" 1" 12" 53 8" OVERALL 90° 1" 90° 65 16"3 4" 87 8" OVERALL 124° 56° 1" BE N D D O W N 9 0 ° HEM BEND DOWN 90° B E N D D O W N 9 0 ° COLOR SIDE 47 16" 41116" 37 8" 1" 12" 53 8" OVERALL 90° 1" 90° 65 16"3 4" 87 8" OVERALL 124° 56° 1" 20° 20° 614"13 4" 8" OVERALL 107 8" OVERALL 114" 35 8" 43 4" 114" 513 16"23 16" BEND DOWN 70° BEND DOWN 40° BEND DOWN 70° "RCB-01LS" RAKE CORNER BOX COLOR SIDE "RCB-01RS" RAKE CORNER BOX 20° 20° 61 4"13 4" 8" OVERALL 107 8" OVERALL 11 4" 35 8" 43 4" 11 4" 513 16"23 16" BEND DOWN 70° BEND DOWN 40° BEND DOWN 70° COLOR SIDE "HCB-01LS" HIGH CORNER BOX 61 4"27 16" 114" 35 8" 43 4" 114" 513 16"27 8" BEND DOWN 70° BEND DOWN 40° BEND DOWN 70° BE N D D O W N 9 0 ° B E N D D O W N 9 0 ° COLOR SIDE 20° 20° 81116" OVERALL 107 8" OVERALL 614"27 16" 114" 35 8" 43 4" 114" 513 16"27 8" BEND DOWN 70° BEND DOWN 40° BEND DOWN 70° B E N D D O W N 9 0 ° BE N D D O W N 9 0 ° COLOR SIDE 20° 20° 81116" OVERALL 107 8" OVERALL "HCB-01RS" HIGH CORNER BOX 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.688" X 10.875" GUTTER CORNER BOX LEFT FOR 3:12 ROOF SLOPE GCB-03LS 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.688" X 10.875" GUTTER CORNER BOX RIGHT FOR 3 :12 ROOF SLOPE GCB-03RS GUTTER END CAP FOR 3:12 SLOPE GEC-03L 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 5.75" X 8.875" GUTTER END CAP FOR 3:12 SLOPE GEC-03R 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 5.75" X 8.875" 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.688" X 10.875" HIGH CORNER BOX LEFT ROOF PANELS 5" OR LESS (ALL SLOPES)HCB-01LS 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.688" X 10.875" HCB-01RS 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.00" X 10.875" RAKE CORNER BOX LEFT ROOF PANELS 5" OR LESS (ALL SLOPES)RCB-01LS 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 8.00" X 10.875" RAKE CORNER BOX RIGHT ROOF PANELS 5" OR LESS (ALL SLOPES)RCB-01RS HIGH CORNER BOX RIGHT ROOF PANELS 5" OR LESS (ALL SLOPES) 22 2 2 22 2 2 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 704 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE GUTTER END CAP SEAL GUTTER END CAP W/ URETHANE SEALANT & FASTEN W/ (9) POP RIVETS (SEALANT NOT BY KINGSPAN)GUTTER 1" RUN RAKE TO A POINT 1" FROM THE OUTSIDE BOTTOM CORNER OF THE GUTTER RUN GUTTER TO THE OUTSIDE CORNER OF BLDG PANELS GUTTER HANGER ATTACHMENTA GUTTER END CAP ATTACH RCB-1 CORNER CAP W/ (13) POP RIVETS RAKE CORNER BOX GUTTER END LAP RAKE TO GUTTER B C D E DOWNSPOUT ATTACHMENTF FIELD NOTCH AS REQUIRED MIN. 3 " LAP SEAL W/ URETHANE SEALANT & FASTEN W/ (13) POP RIVETS (SEAL WITH SILICONE SEALANT- NOT BY KINGSPAN) FIELD-MATCH CUT "DSA-44" DOWNSPOUT ADAPTER AT GUTTER BOTTOM APPLY CAULK BETWEEN ADAPTER & GUTTER AS NEEDED GUTTER CUT AWAY FOR CLARITY OF DETAIL INSERT DSA-44 DOWNSPOUT ADAPTER AT GUTTER BOTTOM AND POP RIVET AS REQUIRED GUTTER HANGER 1'-6 3 8 " 14" - 14 X 7 8" LOW PROFILE TEK SCREWS (DO NOT LOCATE AT FASTENER AT CLIP LOCATION) 20" O.C.20" O.C. BUTYL TAPE INSTALL DS-44 DOWNSPOUT AND POP RIVET AS REQUIRED GUTT E R / L O W E A V E T R I M RIDG E A S S E M B L Y RAKE F A S C I A RAKE F A S C I A RAKE FAS C I A GUTT E R / L O W E A V E T R I M RAKE FAS C I A FIELD MITER RAKE FASCIA AS REQ'D RAKE CORNER BOX - LEFT GUTTER CORNER BOX - LEFT GUTTER CORNER BOX - RIGHT RAKE CORNER BOX - RIGHT FIELD MITER RAKE FASCIA AS REQ'D DELAND TRIM ITEM 37 8" I.D. 37 8" I . D . SEAM EXPOSED ON BACK OF 4" FACE OF DS 313 16" I.D. 313 16 " I . D . SEAM EXPOSED ON BACK OF 4" FACE OF DS TOP OF DOWNSPOUT BOTTOM OF DOWNSPOUT 313 16" I.D. 10 ' - 0 " - S T A N D A R D FRONT VIEW 37 8" I.D. BOTTOM OF DOWNSPOUT TOP OF DOWNSPOUT SEAM EXPOSED ON BACK OF 4" FACE OF DS 3 13 16" I. D . 3 7 8" I . D . 10'-0 " 3 7 8" I. D . 3 13 16 " I . D . 90 ° (T Y P ) 90 ° (TY P ) DELAND TRIM ITEM PANEL FINISH SIDE INSERT DOWNSPOUT ADAPTER AT GUTTER BOTTOM AND POP RIVET AS REQUIRED DSA44 DOWNSPOUT ADAPTER FIELD-MATCH CUT SQUARE OF DSA44 DOWNSPOUT ADAPTER AT GUTTER BOTTOM APPLY CAULK BETWEEN ADAPTER & GUTTER AS NEEDED (NOT BY KINGSPAN) DELAND TRIM ITEM 37 8" I.D. 37 8" I . D . SEAM EXPOSED ON BACK OF 4" FACE OF DSE TOP OF DOWNSPOUT ELBOW 6" 6" 37 8" I.D. 4116 " 313 16 " I. D . 41 1 6" 1 2 8 ° SEAM EXPOSED ON BACK OF 4" FACE OF DSE 64 ° 6 " 6" 3 7 8 " I.D .3 7 8" I. D . 4116 " 4 1 8 " SEAM EXPOSED ON BACK OF 4" FACE OF DSE SIDE VIEW 90 ° (TY P ) 313 16" I.D. 313 16 " I . D . SEAM EXPOSED ON BACK OF 4" FACE OF DSE BOTTOM OF DOWNSPOUT ELBOW 90 ° (T Y P ) DSA-44 DOWNSPOUT ADAPTER DSA-44 DOWNSPOUT ADAPTER GUTTER GUTTER GUTTER COLOR 12"12" 112" 10'- 0 " ( 1 2 0 " ) L O N G (S H I P P E D F L A T - F I E L D B E N D T O F I T ) 2 HEMS / 0 BENDS DSS01 DOWNSPOUT STRAPS AT APPROX. 48" O.C. +/- W/ (5) POP RIVETS PER DOWNSPOUT STRAP 11 3 ° 5 / 1 6 " 5/1 6 " 2" 113° SECTION VIEW 2" 1" 1" 2" 2 3 / 1 6 " 1" 1'-6 3 8" N.T.S. 1"2"2" Ø1/4" (TY P . ) Ø1/ 8 " 1/2"1/2" FRONT VIEW TOP VIEW ISOMETRIC VIEW DESCRIPTION GUTTER HANGER - KINGSEAM GS-02S DOWNSPOUT INSTALLATION - OVERHANGG "GT-03S" GUTTER TRIM 4"X4" DOWNSPOUT DSE44 DOWNSPOUT ELBOW W/ (12) POP RIVETS AT EACH DOWN SPOUT END DOWNSPOUT ELBOW W/ (6) POP RIVETS AT EACH DOWN SPOUT END DOWNSPOUT STRAP W/ (4) POP RIVETS AT 3'-0" O.C. VERTICALY AT EACH DOWNSPOUT DOWNSPOUT ELBOW W/ (12) POP RIVETS AT EACH DOWN SPOUT END DOWNSPOUT FIELD-MATCH CUT OVAL OF "DSA-44" AT GUTTER BOTTOM; APPLY CAULK BETWEEN NIPPLE & GUTTER AS NEEDED FOR REFERENCE ONLY - REFER TO PROJECT DRAWINGS TO IDENTIFY CORRECT GUTTER FOR PANEL AND SLOPE DOWNSPOUT 4"X4" X 10'-0" (STANDARD) 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 16.75" X 0-HEMS X 5-BENDS DOWNSPOUT ADAPTER FOR 4" X 4" DOWNSPOUT 24 GA. / BARE / SMOOTH BLANK WIDTH: 16.75" X 4.5" X 5-HEMS X 5-BENDS DOWNSPOUT ELBOW 4"X4" (STANDARD) 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 15" WIDE X 12" LONG " X 0-HEMS X 5-BENDS DOWNSPOUT STRAP 24 GA. WEATHERED COPPER (AW1000) SMOOTH BLANK WIDTH: 2.50"WIDE X 10'-0" LONG (120" - FIELD CUT TO FIT) 2 2 2 2 DS-44 DSA44 DSE44 TRIM DSS01 DATE DRAWN SCALE JOB No. SHEET JOB NAME CADEPLOY 28.03.2022 N.T.S. 1-74143 Jordan Valley South Pump Station DR A F T S M A N : CO N T A C T N U M B E R : CO N T A C T N A M E : SH O P S C H E C K E D B Y : JO B N A M E : CU S T O M E R N A M E : JO B L O C A T I O N : PR O J E C T C O O R D I N A T O R : BY Jo r d a n V a l l e y S o u t h P u m p S t a t i o n Jo r d a n , U t a h U n i t e d S t a t e s Al l W e a t h e r W a t e r p r o o f i n g Ke n F r a n c o m 38 5 - 4 7 7 - 8 0 8 0 Ca d e p l o y St e p h a n i e G o m e z Ra q u e l S . RE V I S I O N S TH E S E S H O P D R A W I N G S W E R E C R E A T E D U S I N G TH E F O L L O W I N G I N F O R M A T I O N S U P P L I E D B Y CU S T O M E R A S T H E B A S I S O F D E S I G N : DA T E : PL A N S FO R A P P R O V A L TH E S E D R A W I N G S A R E I S S U E D F O R K I N G S P A N PR O D U C T A P P R O V A L / V E R I F I C A T I O N O N L Y A N D SH O U L D N O T B E U S E D F O R I N S T A L L A T I O N PU R P O S E S - " F O R P R O D U C T I O N " D R A W I N G S SH A L L B E I S S U E D A F T E R A P P R O V E D D R A W I N G S HA V E B E E N R E C E I V E D A N D P R O C E S S E D De l a n d F L . , M o d e s t o C A . , C o l u m b u s O H . ww w . k i n g s p a n p a n e l s . u s Fa x : ( 3 8 6 ) 7 3 4 - 9 8 0 5 , T e l : ( 3 8 6 ) 6 2 6 - 6 7 8 9 R1 AS P E R C O M M E N T S _ A p r i l . 3 0 . 2 0 2 2 R2 PA N E L G A . C H A N G E D _ J u n e . 0 8 . 2 2 KIP 705 FOR APPROVAL □APPROVED AS SUBMITTED □APPROVED AS NOTED □REVISE / RESUBMIT DATE: APPROVAL SIGNATURE 1 1 3 3 6 6 A A D D 2 2 4 4 B B C C 5 4 1 4 5 1 1 1 3 3 5 5 6 6 A A D D 2 2 4 4 B B C C B.5 B.5 1 1 2 3 2 1 1 5 5 PLAN NOTES 1. SUBMIT PRODUCT DATA FOR EACH SIGN 2. INDICATE PATH OF TRAVEL 3. INDICATE LOCATION OF WALL MOUNTED 2-A RATED FIRE EXTINGUISHER 5 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 0 3 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. LI F E S A F E T Y P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S110S110 1 FOUNDATION LIFE SAFETY PLAN S110 2 OPERATIONS LEVEL LIFE SAFETY PLAN 0 4'8'12'16'20'0 4'8'12'16'20' N O R T H 1 2 3 EXIT ACESS TRAVEL DISTANCE 300 FEET IBC TABLE 1017.2 EXITS 2 IBC TABLE 1006.3.3 11 OCCUPANT /300 SF (GALLERY LEVEL) 10 OCCUPANT OCCUPANT LOAD FACTOR /300 SF (OPERATIONS LEVEL) IBC TABLE 1004.5 CONSTRUCTION TYPE TYPE II B IBC TABLE 601 3,303 SF GALLERY LEVEL 3,260 SF OPERATION LEVEL FLOOR AREA 23,000 SF (ALLOWABLE) IBC TABLE 506.2 20 FEET (ACTUAL) BUILDING HEIGHT 55 FEET (ALLOWABLE) IBC TABLE 504.3 FACTORY INDUSTRIAL, LOW HAZZARD OCCUPANCY/USE F-2 IBC 306 2018 NFPA 101 LIFE SAFETY CODE CODES 2018 IBC BUILDING CODE CODE ANALYSIS 4 N O R T H SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 4643.00' OPERATION LEVEL 4655.00' TOW 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL 1 6 3598 STANDING SEAM METAL ROOF SPLIT FACE SMOOTH BLOCK SPLIT FACE BLOCK 4'-0" x 7'-0" CANOPY 4'-0" x 7'-0" CANOPY STEEL TRIM- MATCH ROOF COLOR GUTTER- MATCH ROOF COLOR DOWNSPOUT PRECAST SPLASH BLOCK DOWNSPOUT PRECAST SPLASH BLOCK LOUVER 2'-8"15'-4"2'-8"16'-0"2'-8"15'-4"2'-8"12'-0"2'-8"15'-4"2'-8" CONCRETE STOOP 3' - 4 " 3598 WEST 10200 SOUTH 4' - 0 " 6'-6" LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE VENT 4643.00' OPERATION LEVEL 4655.00' TOW 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL AD STANDING SEAM METAL ROOF SPLIT FACE BLOCK SMOOTH BLOCK SPLIT FACE BLOCK STEEL SHIPLAP SIDING ROOF HATCH 3 .0 :1 2 LOUVER OVERBUILD SMOOTH BLOCK PRECAST CAP 2'-8"34'-8"2'-8" SPLASH BLOCK 3.0:12 3' - 4 " PLAN NOTES 1. COLORS TO BE SELECTED BY OWNER BASED ON MANUFACTURER’S COLOR CHARTS 2. SEE MECHANIC DRAWING FOR LOUVER SIZING AND FINAL LOCATION 3. PROVIDE FLASHING ON PENETRATIONS THOUGH STRUCTURE PER MANUFACTURE REQUIREMENTS PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 9/ 1 7 / 2 0 2 1 7 : 5 9 : 0 3 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. EX T E R I O R E L E V A T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S201 S201 1 SOUTH ELEVATION S201 2 WEST ELEVATION 0 2'4'6'8'10'12'14' 0 2'4'6'8'10'12'14' SY M D A T E D E S C R I P T I O N A P P R Page 4 of 6 4643.00' OPERATION LEVEL 4655.00' TOW 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL 16 STANDING SEAM METAL ROOF SPLITFACE SPLIT FACE BLOCK STEEL SHIPLAP SIDING GUTTER DOWNSPOUT PRECAST SPLASH BLOCK DOWNSPOUT PRECAST SPLASH BLOCK SOUND WALL ENCLOSURE SMOOTH BLOCK 18"x48" ALUMINUM WINDOW -TYP 8'-0" TYP SMOOTH BLOCK PRECAST CAP 2'-8" 12'-8"42'-8"10'-8"2'-8"16'-0"2'-8" SOUND WALL ENCLOSURE SPLIT FACE BLOCK 3' - 4 " 4643.00' OPERATION LEVEL 4655.00' TOW 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL A D 3.0:12 3 .0 :1 2STANDING SEAM METAL ROOF SMOOTH BLOCK SPLIT FACE BLOCK STEEL SHIPLAP SIDING ROOF HATCH PRECAST CAP SPLIT FACE BLOCK 2'-8"34'-8"2'-8" 3' - 4 " PLAN NOTES 1. COLORS TO BE SELECTED BY OWNER BASED ON MANUFACTURER’S COLOR CHARTS 2. SEE MECHANIC DRAWING FOR LOUVER SIZING AND FINAL LOCATION 3. PROVIDE FLASHING ON PENETRATIONS THOUGH STRUCTURE PER MANUFACTURE REQUIREMENTS PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 9/ 1 7 / 2 0 2 1 7 : 5 9 : 0 5 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. EX T E R I O R E L E V A T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S202 S202 1 NORTH ELEVATION S202 2 EAST ELEVATION 0 2'4'6'8'10'12'14' 0 2'4'6'8'10'12'14' SY M D A T E D E S C R I P T I O N A P P R Page 5 of 6 4631.00' GALLERY LEVEL 2 S302 4625.50' SUMP LEVEL A DBC S501 2 3 .0 :1 2 3.0:12 B.5 S501 2 OPP S303 6 CDF S502 1 S511 4 CDF @ SLAB LOCATION-NOT REQUIRED BEYOND 4631.00' GALLERY LEVEL 2 S302 4625.50' SUMP LEVEL A DBC CDF B.5 4 S512 S501 2 OPP S511 4 1 S513 S511 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 0 9 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. BU I L D I N G S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S301 S301 1 BUILDING SECTION S301 2 BUILDING SECTION 0 2'4'6'8'10'12'14'0 2'4'6'8'10'12'14' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 4631.00' GALLERY LEVEL 2 S302 A DBC 2 S512 B.5 S511 1 2 S511 S511 3 OPP S511 3 SIM S501 2 4643.00' OPERATION LEVEL 4655.00' TOW 4631.00' GALLERY LEVEL 1 S302 4625.50' SUMP LEVEL 1 3 5 6241 S301 2 S301 1 S303 3 S303 2 S303 S501 1S501 1 S502 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 0 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. BU I L D I N G S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S302 S302 1 BUILDING SECTION S302 2 BUILDING SECTION 0 2'4'6'8'10'12'14' 0 2'4'6'8'10'12'14' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 4631.00' GALLERY LEVEL B C 7'-0" CLR 20 EQ RISERS @ 12'-0" 19 TREADS @ 11" = 17'-6" S303 4 OPEN WEB GRATING STAIR STRINGER -BY STAIR SUPPLIER FRP GUARD RAIL/HANDRAIL- SEE SPEC FRP GUARD RAIL- SEE SPEC CHAMFER EDGES S303 5 4631.00' GALLERY LEVEL B C 19 EQUAL TREADS = 17'-6" 7'-0" CLR 20 EQ RISERS = 12'-0" T.O. GUARDRAIL 3'-7" 3'-0" OPEN WEB GRATING ALUMINUM STAIR STRINGER FRP GUARD RAIL- SEE SPEC FRP GUARD RAIL/HANDRAIL- SEE SPEC CHAMFER EDGES S303 4 S303 5 S303 4 ALUMINUM STRINGER ALUMINUM GRATING TREAD FRP GUARD/HANDRAIL FRP GRATING 10" THICK CONCRETE BASE 1'-3" EXTEND GUARDRAIL 4631.00' GALLERY LEVEL ALUMINUM STRINGER ALUMINUM GRATING TREAD CLIP ANGLE EACH STRINGER, PAINTED 2 S302 STEEL COLUMN TO ROOF FRP GUARD RAIL -SEE SPEC C12x20.7 W/ L2x2x1/4 GRATING SUPPORT - PAINTED-TYPICAL (6K REACTION) FRP GRATING- SEE PLAN SHEAR TAB TO COLUMN -6K REACTION STEEL COLUMN L3X3x1/4 @ COLUMN AND AT BEAM MID SPAN 1/42 1/42 3/16" CAP PLATE TGE SEE PLANFFE 4650.83' B ALUMINUM STRINGER ALUMINUM GRATING TREAD CLIP ANGLE EACH STRINGER, PAINTED PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 8/ 8 / 2 0 2 2 2 : 4 8 : 0 3 P M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. ST A I R S E C T I O N S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S303S303 1 STAIR A SECTION S303 2 STAIR B SECTION S303 3 STAIR C SECTION 0 1'2'3'4'5'12" S303 4 BOTTOM OF STAIR CONNECTION S303 6 SECTION AT CATWALK 0 1'12"6"12"6"0 1'2'3' 0 1'2'3'4'5'12"0 1'2'3'4'5'12" S303 5 TOP OF STAIR CONNECTION 0 1'12"6" SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID PAJ 1 08-08-22 WORK CHANGE DIRECTIVE NO. 1 PAJ 11 4631.00' GALLERY LEVEL A 2" RIGID INSULATION 8'-0" DOWN FROM GRADE PREFINISHED ROOF PANEL SEE PLAN PREFINISHED ROOF END CAP AND FASCIA METAL GUTTER METAL ROOF DECK OVER STEEL BEAM SEE PLAN LIGHT GAGE STEEL FRAMING METAL SOFFIT GRADE -SEE CIVIL METAL ROOF DECK OVER STEEL JOIST SEE PLAN MAT SLAB -SEE PLAN #5 VERTS @ 12" O/C OUTSIDE FACE #6 VERTS @ 12" O/C INSIDE FACE #5 HORIZ @ 12" O/C INSIDE FACE #5 HORIZ @ 12" O/C OUTSIDE FACE WALL DOWEL SEE STANDARD DETAILS PVC WATERSTOP - SEE SPEC 2" CLR CMU WALL - REINFORCE W/ #5 @ 32" o/c MAX VERT -SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ELEVATED SLAB -SEE PLAN RIGID INSULATION AND PVC LINER PL-9"x1/2"x6" BEARING PLATE W/ (2) 1/2"⌀x3-1/2" HEADED STUD CONT 1/4" BENT PLATE W/ 5" HORIZ LEG (MIN) 1/4" FIELD WELD 3-12 TO C8 MATCH SLOPE OF ROOF- ALIGN ROOF DECK SO LOW RIB MATCHES LEG C8x11.5 BETWEEN BEAMS FIELD WELD TO BEAM W/ 3/16 X 5 WELD TOW 4654.33 L3x2x3/8 (LLV) x 1'-4" EACH SIDE SHOP WELDED TO STEEL BEAM AND FIELD WELD TO EMBED PLATE 1/4" x 4" 1 1 / 2 " M I N BOND BEAM 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL 1 2" RIGID INSULATION 8'-0" DOWN FROM GRADE GRADE -SEE CIVIL MAT SLAB -SEE PLAN #5 VERTS @ 12" O/C OUTSIDE FACE #6 VERTS @ 8" O/C INSIDE FACE #5 HORIZ @ 12" O/C INSIDE FACE #5 HORIZ @ 12" O/C OUTSIDE FACE WALL DOWEL SEE STANDARD DETAILS PVC WATERSTOP - SEE SPEC METAL STAIR SEE OTHER DETAIL AND SPECS METAL SHIP LAP METAL HAND RAIL FRP GRATING- CONNECTION BY GRATING SUPPLIER RAKEBEAM W/ (2) #5 CONT. CONTINUOUS HSS 2 1/2 X 2 1/2x1/4 W/ 1/2" HEADED STUD @ 16" o/c BETWEEN JOIST SUB LIGHT GAGE STEEL FRAMING METAL SOFFIT CMU WALL - REINFORCE W/ #5 @ 32" o/c MAX VERT DOWEL MATCH CMU VERT PROVIDE 10" LEG ON VERT BAR INTO RAKE BEAM OUTRIGGER SEE PLAN RIGID INSULATION AND PVC LINER STEEL BEAM-SEE PLAN ROTATE BARS @ OPENING PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 3 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. WA L L D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S501 S501 2 TYPICAL WALL SECTION 12"6"0 1'2'3' S501 1 WALL SECTION @ LOWER LEVEL 12"6"0 1'2'3' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 4631.00' GALLERY LEVEL 4625.50' SUMP LEVEL #5 @ 12" o/c VERTS W/ ACI 90 DEG HOOK INTO SLAB -EACH FACE WALL DOWEL SEE STD DETAIL #5 @ 12" o/c HORIZ EACH FACE MAT SLAB SEE PLAN 1'-0" CDF FILL -OVER EXCAVATED UP TO UPPER MAT SLAB FRP GRATING -GRATING SUPPLIER TO PROVIDE SUPPORT PVC WATERSTOP TYPICAL MAT SLAB -SEE PLAN 1'-0" SURGE TANK 1'-0" #5 @ 12" O/C TRANSVERSE (4) #5 LONG 3'-0" #5 @ 12" o/c W ACI 90 DEG BEND #5 HORIZONTAL AT 12" o/c EACH FACE 1' - 0 " TFE SEE PLAN TOW VARIES 1" ANCHOR BOLT AT EACH END (18" EMBED) METAL STRAP COAT SAME AS TANK #5 HORIZONTAL DEPRESS TO MATCH TOW NEOPRENE BEARING PAD V E R I F Y W / T A N K 4 '-6 " R (2) #6x20' ABOVE OPENING EACH FACE (3) #6 FULL HEIGHT EACH SIDE OPENING EACH FACE TYPICAL REINFORCING NOT SHOWN FOR CLARITY -CUT AS REQ'D (2) #5 DIAGONAL BAR ALL SIDE OF OPENING BOTH FACES- EXTEND 4' (MIN) PAST OPENING (2) #6x20' BELOW OPENING EACH FACE SURGE TANK -SEE PROCESS D 2'-6" x 2'-6" 3' - 0 " ELECTRICAL CONDUIT - SEE ELECTRICAL FOR LOCATION AND VERIFY SIZE (5) #4 CLOSED TIE STIRRUP -EXTEND TO TYPICAL O/S FACE REINFORCING (4) #4 CLOSED TIE STIRRUP 6" M I N 3" PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 3 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. WA L L D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S502 S502 1 SUMP LEVEL SECTION 12"6"0 1'2'3' S502 2 SURGE TANK FOUNDATION NO SCALES502 3 REINFORCING AT SURGE TANK SECTION 12"6"0 1'2'3' S502 4 INTERIOR CONCRETE ENCASEMENT DETAIL 12"6"0 1'2'3' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON C 18" X 48" TRIPLE PANE ALUMINUM WINDOW STEEL JOIST AND ROOF SEE PLAN INFILL BETWEEN WINDOWS W/ 6" CFS FRAMING AND BATT INSULATION STEEL SHIPLAP SEE SPEC STEEL FLASHING ROOF FLASHING PER MANFACTURE SPEC 1/ 2 " CONT 6" x 1/4" BENT HAT PLATE AT DECK BEARING SLOPE-BY STEEL FABRICATOR SHOP WELD TO BEAM W12x30 BETWEEN HSS COLUMN-DESIGN CONNECTION FOR 15K W16X31 -END CONNECTION 16 K STUFF CAVITY W/ INSULATION CONT 6" x 1/4" BENT HAT PLATE AT DECK BEARING SLOPE-BY STEEL FABRICATOR SHOP WELD TO BEAM DOUBLE LEAF FLOOR HATCH -SEE PLAN AND SPEC STRUCTURAL SLAB -SEE PLAN SEE TYPICAL FLOOR PENETRATION DETAIL 3/16" BENT PLATE AT PERIMETER W/ 1/4" TAPCON @ 9" o/c STAGGERED 9" 1' - 0 " 3"3" TYPICAL REINFORCING NOT SHOWN FOR CLARITY SAFETY CHAIN WHEN OPEN FFE SEE PLAN #4 @ 12" o/c W/ HOOKED ENDS BOTH WAYS 1' - 4 " 1'-4" HOOK - TYP STD ACI 90 deg 3" CVR 6" 1 1 #4 DOWEL @ 12" o/c (2) #5 CONT CMU WALL W/ #5 VERT @ 32" o/c -SEE GENERAL NOTES FOR ADDITIONAL INFORMATION PROVIDE WEEP HOLES AT BASE @ WALL DRILL AND EPOXY BAR INTO WALL- SEE PLAN 2 S302 C STEEL ROOF AND BEAM PREFINISHED INSULATED METAL ROOF 24" WIDE DESIGN COMPONENT INC METALWALK OR APPROVED EQUAL -CONNECTION TO STANDING SEAM ROOF BY PLANK SUPPLIER CABLE HORIZONTAL LIFE LINE METAL FLASHING BY ROOFING SUPPLIER ROOF HATCH SEE PLAN A A 1' - 0 " (16) #8 VERTS 2'-8" 3' - 2 " 2' - 0 " 1' - 2 " #3 TIE AND (2) CROSS TIES @ 6" o/c -PLACE TOP TIE 2" FROM BEAM TYPICAL WALL REINFORCING NOT SHOWN FOR CLARITY PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 4 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. FR A M I N G D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S511 S511 1 FRAMING SECTION 12"6"0 1'2'3' S511 2 FLOOR HATCH SECTION S511 3 THICKENED EDGE SLAB ON GRADE S511 4 ROOF WALKWAY FRAMING SECTION 12"6"0 1'2'3' 12"6"0 1'2'3'12"6"0 1'2'3' S511 5 PIER PLAN SECTION 12"6"0 1'2'3' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON C 18" X 48" TRIPLE PANE ALUMINUM WINDOW STEEL JOIST AND ROOF SEE PLAN INFILL BETWEEN WINDOWS W/ 6" CFS FRAMING AND BATT INSULATION STEEL SHIPLAP SEE SPEC STEEL FLASHING ROOF FLASHING PER MANFACTURE SPEC 1/ 2 " CONT 6" x 1/4" BENT HAT PLATE AT DECK BEARING SLOPE-BY STEEL FABRICATOR SHOP WELD TO BEAM W12x30 BETWEEN HSS COLUMN-DESIGN CONNECTION FOR 15K W16X31 -END CONNECTION 16 K STUFF CAVITY W/ INSULATION CONT 6" x 1/4" BENT HAT PLATE AT DECK BEARING SLOPE-BY STEEL FABRICATOR SHOP WELD TO BEAM DOUBLE LEAF FLOOR HATCH -SEE PLAN AND SPEC STRUCTURAL SLAB -SEE PLAN SEE TYPICAL FLOOR PENETRATION DETAIL 3/16" BENT PLATE AT PERIMETER W/ 1/4" TAPCON @ 9" o/c STAGGERED 9" 1' - 0 " 3"3" TYPICAL REINFORCING NOT SHOWN FOR CLARITY SAFETY CHAIN WHEN OPEN FFE SEE PLAN #4 @ 12" o/c W/ HOOKED ENDS BOTH WAYS 1' - 4 " 1'-4" HOOK - TYP STD ACI 90 deg 3" CVR 6" 1 1 #4 DOWEL @ 12" o/c (2) #5 CONT CMU WALL W/ #5 VERT @ 32" o/c -SEE GENERAL NOTES FOR ADDITIONAL INFORMATION PROVIDE WEEP HOLES AT BASE @ WALL DRILL AND EPOXY BAR INTO WALL- SEE PLAN 2 S302 C STEEL ROOF AND BEAM PREFINISHED INSULATED METAL ROOF 24" WIDE DESIGN COMPONENT INC METALWALK OR APPROVED EQUAL -CONNECTION TO STANDING SEAM ROOF BY PLANK SUPPLIER CABLE HORIZONTAL LIFE LINE METAL FLASHING BY ROOFING SUPPLIER ROOF HATCH SEE PLAN A A 1' - 0 " (16) #8 VERTS 2'-8" 3' - 2 " 2' - 0 " 1' - 2 " #3 TIE AND (2) CROSS TIES @ 6" o/c -PLACE TOP TIE 2" FROM BEAM TYPICAL WALL REINFORCING NOT SHOWN FOR CLARITY PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 4 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. FR A M I N G D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S511 S511 1 FRAMING SECTION 12"6"0 1'2'3' S511 2 FLOOR HATCH SECTION S511 3 THICKENED EDGE SLAB ON GRADE S511 4 ROOF WALKWAY FRAMING SECTION 12"6"0 1'2'3' 12"6"0 1'2'3'12"6"0 1'2'3' S511 5 PIER PLAN SECTION 12"6"0 1'2'3' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON Rebar provided with grouted cells to transfer load to foundation wall Beam pocket using detail 4/S702. Gout lower pocket solid. Top of masonry gable. 4" wide x 1/4" thick plate x continuous embed re- quired full length of rake to allow for B-Deck attachment. Or 3" x 5" x 1/4" thick Angle bolted to interior face for B-Deck attachment. AB 2 S512 6"x5/16" BENT CHANNEL TO MATCH ROOF SLOPE -CHANNEL TO RUN FULL LENGTH OF STUD WALL -POSITION BENT PLATE TO LAND IN THE "LOWS" OF DECKING -SPACING NOT TO EXCEED 3'-0" o/c S600162-54 STUD FRAMING @ 16" o/c FOR OVER-BUILD ROOF DECKING SUPPORT 1/4 TYP EA BEAM INSTALL C8x11.5 AS NECESSARY, SPANNING BTWN STEEL BEAM, TO PREVENT BENT CHANNEL FROM CANTILEVERING -MAX CANTILEVER = 12" (TYP) 600T125-54 TOP TRACK MATCH ROOF SLOPE 5/16 5/16 TYP AND AT END OF BENT PLATE TO CHANNEL 3'-0" MAX 3'-0" MAX 2'-0" PREFINISHED METAL ROOF PANEL METAL ROOF DECK SEE PLAN 600T125-54 BOTTOM TRACK 4 1 S512 INSTALL C8x11.5 AS NECESSARY, SPANNING BTWN JOISTS, TO PREVENT BENT CHANNEL FROM CANTILEVERING -MAX CANTILEVER = 12" (TYP) S600162-54 STUD FRAMING @ 16" o/c FOR OVER-BUILD ROOF DECKING SUPPORT 6"x5/16" BENT CHANNEL TO MATCH ROOF SLOPE -CHANNEL TO RUN FULL LENGTH OF STUD WALL -POSITION BENT PLATE TO LAND IN THE "LOWS" OF DECKING -SPACING NOT TO EXCEED 3'-0" o/c METAL ROOF DECKING SEE PLAN STEEL BEAM SEE PLAN 5/16 5/16 TYP 1/4 1/4 TYP EA JOIST 1/4 2 1/4 2 600T125-54 TOP TRACK MATCH ROOF SLOPE PREFINISHED RIDGE CAP PER METAL SUPPLIER PREFINISHED METAL VALLEY PER STEEL ROOF MANUFACTURE 3" A 4 S512 PL 8x3/8x8" W/ (4) 1/2" THREADED ROD W/ HILTI HY 270 x 6" EMBED (6" GAGE) INTO MASONRY WALL - GROUT CELLS DOOR -SEE PLAN CMU WALL W/ LINER PANEL L3X3X1/4 W/ 1/2 DIA TITEN HD W/ 5" MIN EMBED @ 24" o/c MAX HSS 4X4X1/4 3/16 PVC LINER PANEL WT2x6.5 -IN SLOT OF HSS HSS 2X2X1/4 3/16 3/16METAL SHIP LAP METAL ROOF W/ STANDING SEAM 3/16" CAP PLATE STEEL PAINTED BLACK 3'-9" 3'-6" 1 3 S512 9"4'-6"9" HSS 4X4X1/4 WT2x6.5 -IN SLOT OF HSS HSS 2X2X1/4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 5 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. FR A M I N G D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S512 S512 1 OVERBUILD FRAMING SECTION 12"6"0 1'2'3' S512 2 OVERBUILD FRAMING SECTION S512 3 CANOPY SECTION S512 4 CANOPY SECTION 0 1'12"6" 12"6"0 1'2'3' SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 1 EXTERIOR MASONRY WALL W/ RIGID INSULATION AND PVC LINER PANEL 3 5/8 CFS TRACK W/ 1/4" TAPCON @ 12" o/c MAX-STAGGERED PVC LINER PANEL 362S200-54 @ 16" o/c 1/2" PLYWOOD- PAINTED 600S162-54 @ 16" O/C W/ PVC LINER EACH FACE 600T125-54 W/ 1/4" TAPCON @ 16" o/c - STAGGERED 600T125-54 W/ 1/4" TAPCON @ 12" o/c - STAGGERED BATT INSULATION 3 5/8 CFS TRACK W/ # 10 TEK TO EACH JOIST CONCRETE SLAB - SEE PLAN CONCRETE WALL - SEE PLAN grid TOS HIGH 4661.92' 3/8" x 4" WEB STIFF PLATES BOTH SIDES 12" x 1/2" x (BEAM WIDTH) TOP PLATE (4) 3/4" DIA A325 BOLTS SEE PLAN VARIES STD AISC DOUBLE ANGLE FRAMED CONN DESIGNED FOR 16K TYP STEEL COLUMN -SEE PLAN/SCHEDULE STD AISC SINGLE ANGLE FRAMED CONN-DESIGN FOR 15K TOS LOW 4658.21' BEARING SEAT L4X4X1/4X0'-6" TYP 3/8" WEB STIFFENER PLATES BOTH SIDES STEEL ROOF DECK -SEE PLAN STEEL MONO RAIL BEAM-SEE PLAN STEEL BEAM -SEE PLAN TYP 1/2" THICK SHEAR PLATE X 4" WIDE-SHOP WELD TO MAIN W14 BEAM AND PROVIDE 1/4" FIELD WELD TO MONORAIL 6" 5/16 5/16 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 6 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. FR A M I N G D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S513 S513 1 VESTIBULE/TOILET SECTION NO SCALES513 2 TYPICAL FRAMING DETAIL 12"6"0 1'2'3' S513 3 LIFT BEAM HUNG FROM STEEL BEAM SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON BEAM NOTES 1. -BEAM PLAN CALLOUT 2. BEAM REINFORCING MAY RUN CONTINUOUS WITHOUT SPLICING (AT CONTRACTOR'S OPTION). 3. TOP & BOTTOM REINFORCING SHALL BE PLACED WITH A REINFORCING BAR LOCATED AT EACH STIRRUP CORNER. 4. STIRRUP CROSSTIES SHALL BE PROVIDED W/ 135 deg STD HOOK AND 90 deg STD HOOK (TYP). -EDGE BEAM: 135 deg HOOK SHALL BE POSITIONED TO THE OUTSIDE EDGE. -INTERIOR BEAM: 135 deg HOOK SHALL BE ALTERNATED TO OPPOSITE SIDES. 5. OMIT SLAB TEMP/SHRINKAGE REINFORCING @ CONCRETE BEAMS 6. CHAMFER EXPOSED BEAM CORNERS (UNLESS NOTED OTHERWISE) 1B## SLAB NOTES 1. - SLAB PLAN CALLOUT INDICATING SLAB SPAN DIRECTION. PRIMARY SLAB REINFORCING TO BE PLACED PARALLEL TO SLAB SPAN DIRECTION, TEMP/SHRINKAGE REINFORCING TO BE PLACED PERPENDICULAR TO SLAB SPAN. 2. SLAB REINFORCING MAY RUN CONTINUOUS. 3. PROVIDE STANDARD 180 DEGREE HOOKS AT TOP TEMP/SHRINKAGE REINFORCING @ SLAB EDGE. 4. PROVIDE LAP SPLICE 'Ls' (SEE SCHEDULE) AT TEMP/SHRINKAGE REINFORCING. SPLICE REINFORCING AT LOCATIONS AT LOW STRESS LOCATIONS. FOR TYPE A SLABS, BOTTOM REINFORCING MAY BE TERMINATED @ SUPPORTS SIMILAR TO PRIMARY STRENGTH REINFORCING. 5. SLAB THICKNESS SHOWN IN TABLES DENOTES MAXIMUM SLAB THICKNESS. SEE STRUCTURAL PLANS FOR FLOOR SLOPING AND THICKNESS REDUCTIONS AT DRAINS. 6. OMIT SLAB TEMP/SHRINKAGE REINFORCING @ CONCRETE BEAMS 7. GC TO TO COORDINATE SLAB SCHEDULES WITH PLANS, BUILDING SECTION AND WALL SECTIONS FOR SLAB EDGE CONDITIONS, WALL DOWELS, EMBEDED ITEMS, ETC 1S## PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 6 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. SC H E D U L E S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S601 CONCRETE BEAM SCHEDULE MARK DETAIL WIDTH (W) DEPTH (D) SIZE (W x D) TOP (S OR W) TOP (N OR E) BOTTOM BARS #4 STIRRUPS (UNLESS NOTED) SIDE BARS (EACH SIDE)REMARKS 1B01 18" 30" 18 x 30 (5) #8 (5) #8 (5) #8 6" o/c 1B02 24" 36" 24 x 36 SEE 1B01 (5) #8 (4) #8 12" o/c 1B03 24" 36" 24 x 36 SEE 1B02 (6) #9 (4) #8 12" o/c 1B04 24" 24" 24 x 24 SEE 1B03 (3) #8 (6) #8 6" o/c 1B05 24" 24" 24 x 24 (3) #8 (6) #8 (6) #8 6" o/c 1B06 24" 36" 24 x 36 SEE 1B05 (5) #8 (4) #8 12" o/c 1B07 24" 36" 24 x 36 SEE 1B06 (5) #8 (4) #8 12" o/c 1B08 18" 30" 18 x 30 SEE 1B07 (3) #8 (4) #8 6" o/c CONCRETE SLAB SCHEDULE MARK THICKNESS (INCHES)TOP (S OR W) TOP (N OR E) TOP COVER TOP TEMP REINFORCING BOTTOM REINFORCING BOTTOM COVER BOTTOM TEMP REINFORCING REMARKS 1S01 12" #5 @ 12" O/C #5 @ 12" O/C 2" #4 @ 16" O/C #5 @ 12" O/C 2" #4 @ 16" O/C 1S02 12" SEE 1S01 #5 @ 12" O/C 2" #4 @ 16" O/C #5 @ 12" O/C 2" #4 @ 16" O/C 1S03 12" SEE 1S02 #5 @ 12" O/C 2" #4 @ 16" O/C #5 @ 12" O/C 2" #4 @ 16" O/C ROOM SCHEDULE MARK NAME LEVEL AREA FLOOR FINISH WALL FINISH CEILING FINISH CEILING HEIGHT 001 GALLERY GALLERY LEVEL 3278 SF SEALED CONC PAINT PAINT 11'-0" 101 VEST OPERATION LEVEL 61 SF POLISHED CONC PVC LINER PVC LINER 9'-0" 102 PUMP OPERATION LEVEL 3114 SF POLISHED CONC PVC LINER PAINT VARIES 103 VEST OPERATION LEVEL 74 SF POLISHED CONC PVC LINER PVC LINER 9'-0" 104 TOILET OPERATION LEVEL 72 SF POLISHED CONC PVC LINER PVC LINER 9'-0" STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS COMMENTSTYPE W L T QTY DIA EMBED GRADE C1 HSS6X6X1/2 A 12 12 3/4" 4 1" 12 36 C2 HSS4X4X1/2 A 10 10 3/4" 4 3/4" 9 36 *ROOM SCHEDULE NOTES: PAINT CONCRETE BEAMS/COLUMNS IN ADDITION TO WALLS PROVIDE MOP BOARD AROUND PERIMETER. SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON 2"SEE SCHED 2" 4" SE E S C H E D F-1 GROUT FRAME SOLID (3) SIDES HOLLOW METAL FRAME AND DOOR SEE SCHEDULE 8" BOND BEAM (2) #5 4" SEALANT GROUT FRAME SOLID (3) SIDES HOLLOW METAL FRAME AND DOOR SEE SCHEDULE SEALANT FRAME ANCHOR 2" 8" BOND BEAM (2) #5 WALL SEE OTHER DETAILS SEE SCHED SE E S C H E D SEE SCHED SE E S C H E D D-1 D-2 LINTEL SEE PLAN SEALANT 3/8" PAINTED BENT PLATE 4" 3/16 2-12 3/16 2-12 OH DOOR UNIT SEE PLAN SEALANT 3/8" PAINTED BENT PLATE OVERHEAD INSULATED COILING DOOR SYSTEM W/ ACOUSTICAL GASKET, VERIFY TRACK AND OPERATOR CLEARANCES. PVC LINER 2" RIGID INSULATION W/ VAPOR BARRIER 8" CMU -SEE OTHER DETAIL AND PLAN NOTES 16″TRUSSCORE PVC INTERLOCKING LINER PANEL OR APPROVED EQUAL BATT INSULATION BETWEEN STUDS600S162-54 @ 16" O/C 16″TRUSSCORE PVC INTERLOCKING LINER PANEL OR APPROVED EQUAL16″TRUSSCORE PVC INTERLOCKING LINER PANEL OR APPROVED EQUAL GROUT FRAME SOLID (3) SIDES HOLLOW METAL FRAME AND DOOR SEE SCHEDULE HEADER -MATCH TYPICAL WALL STUD SIZING 4" SEALANT HEADER TRACK w/ #8 @ 8" O/C OR WELDED INFILL STUD HEADER TRACK GROUT FRAME SOLID (3) SIDES HOLLOW METAL FRAME AND DOOR SEE SCHEDULE SEALANT 2" CFS BOX JAMB -MATCH TYPICAL WALL STUDS WALL SEE OTHER DETAILS PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 7 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. DO O R S C H E D U L E A N D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S602 DOOR SCHEDULE Mark SIZE MATERIAL DOOR TYPE FRAME TYPE HEAD JAMB THESHOLD Comments 101.1 42" x 84" HM D-1 F-1 9/S602 10/S602 101.2 42" x 84" HM D-1 F-1 3/S602 4/S602 YES ACOUSTICAL, 1HR FIRE RATED, AND INSULATED 102.1 144'' x 144'' STEEL - - 5/S602 6/S602 INSULATED -SEE SPEC 103.1 42" x 84" HM D-1 F-1 9/S602 10/S602 103.2 42" x 84" HM D-1 F-1 3/S602 4/S602 YES ACOUSTICAL, 1HR FIRE RATED, AND INSULATED 104.1 36" x 84" HM D-2 F-1 9/S602 10/S602 NO SCALES602 1 DOOR / FRAME TYPES NO SCALES602 3 DOOR HEAD NO SCALES602 4 DOOR JAMB NO SCALES602 2 DOOR TYPES NO SCALES602 5 DOOR HEAD OVERHD NO SCALES602 6 DOOR JAMB OVERHD NO SCALES602 7 TYPICAL EXTERIOR WALL NO SCALES602 8 TYPICAL INTERIOR WALL NO SCALES602 9 DOOR HEAD @ CFS NO SCALES602 10 DOOR JAMB @ CFS SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON SEE SCHEDULE LAP SPLICE (Ls) SPACE LESS THAN 40' PVC WATER STOP WHERE REQUIRED SEE SPECS KEYWAY SE E S C H E D U LE LA P S P L I C E LE N G T H ( L s ) 90 DEG HK STD ACI FOOTING OR SLAB SEE DETAIL SE E S C H E D U LE DE V E L O P M E N T LE N G T H ( L d ) DOWEL -MATCH WALL VERT SIZE & SPACING -UNLESS NOTED OTHERWISE - ALIGN IN PLANE WITH VERTICAL BAR SLAB -SEE DETAIL 90 DEG HK STD ACI SE E D E T A I L S TO P B A R C O V E R UN O 3" C L R CONTRACTOR OPTION TO EXTEND VERTICAL BARS W/ STD ACI 90 DEGREE HOOK, SUBMIT FOR ENGINEER APPROVAL SE E S C H E D U L E LA P S P L I C E ( L s ) 30 ' M A X 3" M I N CORNER DETAILINTERSECTING WALL 90 DEG HK STD ACI CORNER BARS TO MATCH HORZ BAR SIZE & SPACING EXTEND TO OUTSIDE FACE TYPICAL CONSTRUCTION JOINT SEE TYPICAL ALTERNATE CONSTRUCTION JOINT LOCN WHERE WATERSTOP NOT REQUIRED SE E S C H E D U L E LA P S P L I C E ( L s ) 35 ' M A X 3" M I N 90 DEG HK STD ACI PVC WATER STOP WHERE REQD SEE SPECS SEE SCHEDULE LAP SPLICE (Ls) SPACE LESS THAN 40' ARRANGE JOINTS SO THAT LENGTH TO WIDTH DOES NOT EXCEED 1.5 KEYWAY PVC WATER STOP WHERE REQUIRED SEE SPECS ** NOTE: 1. GENERAL CONTRACTOR TO COORDINATE ALL IN- FLOOR CONDUIT WITH ELECTRICAL CONTRACTOR 2. CONDUIT TO BE PLACED AT MIDDLE 1/3 OF SLAB 3. ANY DEVIATION MUST BE APPROVED BY ENGINEER T T/ 3 T/ 3 T/ 3 3" MIN 2 DIA CONCRETE FOUNDATION MAT SLAB OR ELEVATED SLAB CONDUIT -SEE ELECT DRAWINGS & SPECS OPEN PROVIDE DOWELS FOR ALL ADDITIONAL VERT EXTRA BARS -PLACE HALF OF TOTAL NUMBER OF VERT. BARS CUT ON EACH SIDE OF OPENING (OR MIN. 2 VERTS) BOTH FACES OF WALL (SIZE TO MATCH SIZE OF BARS CUT) EXTEND BARS FULL HEIGHT OF WALL 3'-0" T Y P (2) -#6 HORIZ. TOP & BOTTOM OF OPENING EACH FACE OF WALL EXTEND 4'-0" PAST EACH EDGE OF OPENING (2) -#5 DIAG BAR ALL SIDES OF OPENING BOTH FACES OF WALL SQUARE OPENING (SOME CASES) SEE MECH'L, ELEC'L, & PROCESS DRAWINGS FOR ALL OPENINGS 4'-0" TYP C/L OF OPENING SEE PLAN BOTTOM OF WALL SEE PLAN & SECTIONS *** TYPICAL WALL REINFORCING NOT SHOWN -CUT AS REQ'D @ OPENING OPENINGS LESS THAN 8IN: ADJUST HORIZONTAL AND VERTICAL REINFORCING TO AVOID CUTTING BARS AT OPENING (ADD'L REINFORCING NOT REQUIRED IF BARS NOT CUT) OPEN 3'-0" TYP SEE SCHEDULE LAP SPLICE (Ls) (2) #4 DIAG. BAR ALL SIDES OF OPENING TOP & BOTTOM OF SLAB (TOP ONLY @ SLABS 8" THICK OR LESS) SQUARE OPENING (SOME CASES) SEE MECH'L, ELEC'L, & PROCESS DRAWINGS FOR ALL OPENINGS PLACE HALF OF TOTAL NUMBER OF BARS CUT (MIN. 2 BARS) TOP & BOTTOM ON EACH SIDE OF OPENING (SIZE TO MATCH SIZE OF BARS CUT) LENGTH OF BARS TO MATCH TYPICAL SLAB REINFORCEMENT PROVIDE (2) -#5's OR HALF OF CUT BARS (WHICHEVER IS GREATER) BOTH SIDES OF OPENING TOP & BOTTOM NOTE: MAT SLAB BARS ONLY NEED TO EXTEND LAP SPLICE LENGTH PAST FACE OF OPENING -SEE SCHEDULE *** TYPICAL FLOOR REINFORCING NOT SHOWN -CUT AS REQ'D @ OPENING SL A B S P A N - S E E P L A N & S C H E D U L E OPENINGS LESS THAN 8IN: ADJUST HORIZONTAL AND VERTICAL REINFORCING TO AVOID CUTTING BARS AT OPENING (ADD'L REINFORCING NOT REQUIRED IF BARS NOT CUT) 6" MA I N B A R S 3" M A X T O Ls S E E S C H E D MA X I M U M 1/ 2 " T I E S P A C I N G SEE SCHEDULE FOR CLEARANCE TO TIES SEE COLUMN / PILASTER DETAILS FFE SEE PLAN FFE SEE PLAN CONC BEAM OR SLAB SEE PLAN & SCHEDULES STD ACI 90 deg HOOK @ TOP -TYPICAL STEEL COLUMN SOME CASES -SEE PLAN & SCHEDULE FOR SIZE, BASE PLATE & A.B's Grid CONC BASE SLAB, FOOTING OR BEAM -SEE PLAN DOWELS SAME SIZE & QUANTITY AS VERTS W/ ACI 90 DEG HOOK COLUMN/PILASTER VERTS SEE SCHEDULE 3 TIES @ 3" o/c BELOW BEAM OR SLAB 1" LEVELING GROUT TYP 3 TIES @ 3" o/c AT BEAM OR SLAB PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 8 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. ST A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S701 NO SCALES701 3 WALL CONSTRUCTION JOINT NO SCALES701 1 STANDARD WALL DOWEL DETAIL NO SCALES701 2 WALL CORNER REINFORCING DETAIL NO SCALES701 4 MAT SLAB CONSTRUCTION JOINT NO SCALES701 5 IN-FLOOR CONDUIT PLACING DETAIL NO SCALES701 8 STANDARD WALL OPENING NO SCALES701 7 STANDARD FLOOR OPENING DETAIL NO SCALES701 6 STANDARD CONCRETE COLUMN/PILASTER SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON OPEN 6" TO 12" OPENINGS 18 " M A X . VA R I E S SI D E O F O P E N I N G 6" M I N I M U M E A C H 14 GAUGE SHEET METAL REINFORCING PANEL #10 TEK SCREWS OR EQ @ 6" o/c ALL AROUND NOTE: NO REINFORCING REQUIRED AT OPENINGS 6" (DIA. OR SQ.) OR LESS TYP 3 " V E R IF Y OPENINGS GREATER THAN 12" V E R IF Y -O V E R 5 '-0 " L 6 x 4 x 5 /1 6 L4x4x1/4 L4x4x1/4 L 6 x 4 x 5 /1 6 1" STEEL BEARING PLATE SEE SCHEDULE CMU WALL SEE PLANSTEEL LINTEL SEE PLAN INFILL W/ MASONRY AFTER PLACEMENT OF BEAM BOTTOM PLATE (SEE LINTEL SCHEDULE) STOP PLATE 1/4" FROM JAMB -TYP JAMB BEARING REINFORCING 3/16 2 3/16 2 TYP 6" @ PERP TO WALL 8" @ PARALLEL W/ WALL (2) 3 1/2"x3 1/2"x5/16" CONT. DRAG STRUT METAL ROOF DECK - SEE PLAN DBE SEE PLAN STEEL BEAM - SEE PLAN 3/16 TYP @ EA JOIST COPE VERT LEG @ BEAM LOCATIONS (TYP.)3/16 2 TYP. FROM BELOW SEE PLAN SEE PLAN MIN 1'-0"PER MANUFACTURER'S REQ MIN 1'-0" MI N 1' - 0 " PE R M A N U F A C T U R E R ' S R E Q MI N 1' - 0 " NOTES: 1. VERIFY AND COORDINATE ALL DIMENSIONS/ PENETRATIONS WITH ELECTRICAL CONTRACTOR AND ELECTRICAL ENGINEER 2. PROVIDE STRUCTURAL FILL BENEATH SLAB -MUST MEET PROJECT SPECIFICATIONS 1'-0"1'-0" 1' - 0 " 1' - 0 " 2' - 0 " 4" 2'-0" 2' - 0 " M I N 3" C L R 2" C L R FFE SEE CIVIL FINISHED GRADE SLOPE AWAY FROM PAD -SEE CIVIL COMPACTED BASE COARSE -SEE SPEC 32 05 16 1'-0" #5 @ 12" o/c (2) #5 CONT #5 @ 12" o/c TOP EA WAY #5 @ 12" o/c BOTTOM EA WAY EQ EQ L W 1/4 1 1 / 2 " 1 1/2" EQ EQ SE E M E C H T H I C K N E S S MA T C H T Y P S L A B SE E P L A N SEE MECH 1'-6"1'-6" DOWELS TO MATCH TYP MAT SLAB SIZE & SPACING 40 DIA BOTTOM REINFG TO MATCH TYP MAT SLAB SIZE AND SPACING 1 1 #6 @ 9" o/c EA FACE PROVIDE STD 90 deg HK TOP & BOT SQUARE BASE 40 DIA TOP BARS W/ STD 90 DEG HOOK TO MATCH TYP MAT SLAB SIZE & SPACING (EA WAY) #5 SQ OR CIRCULAR TIES @ 9" o/c MAT FDN SLAB -SEE PLAN FOR REINFG GRATING AND SUPPORT BY GRATING SUPPLIER FFE SEE PLAN 8" MIN DIAMETER (SEE MECH)8" MIN 8" M I N CONC SLAB - SEE PLAN & SCHEDULE ADD'L SLAB REINFG @ SLAB OPENING PER STANDARD DETAILS #4 HORIZ HOOP BARS @ 18" o/c - MIN 18" LAP @ BAR SPLICES PVC WATERSTOP SEE SPECS - TYP #4 @ 18" o/c VERTS (CENTERED) DOWELS - SEE STANDARD WALL DOWEL DETAIL PREFABRICATED SUMP PIT - SEE PLUMBING 3" C L R 8"#4 @ 12" o/c EACH WAY PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 9 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. ST A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S702 NO SCALES702 2 NOT USED NO SCALES702 3 TYPICAL OPTIONAL DECK REINFG @ NON-ROOF DRAIN OPENINGS NO SCALES702 1 MISCELLANEOUS ROOF OPENING FRAME NO SCALES702 4 STANDARD LINTEL BEARING DETAIL NO SCALES702 5 SECTION @ DRAG STRUT NO SCALES702 7 GENERATOR PAD PLAN & SECTION S702 6 BASE PLATE DETAIL "TYPE A" NO SCALES702 8 SUMP SECTION A NO SCALES702 9 SUMP SECTION B SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON SPAN L1 6" TYP6" TYP TYP 2" CLR CO V E R BO T CO V E R TO P STD ACI 180 DEG HOOK @ TOP BARS BOTTOM BARS BOTTOM TEMP/ SHRINKAGE REINFORCING TOP TEMP/ SHRINKAGE REINFORCING TOP BARS CONT TOP BARS OVER MID SUPPORT SEE SCHEDULE AT SLAB MIDSPAN LAP SPLICE (Ls) CONC WALL, BEAM, OR GRADE BEAM CONC BEAM SPAN L2 TOP BARS CONC WALL, BEAM, OR GRADE BEAM SEE SCHEDULE AT SLAB MIDSPAN LAP SPLICE (Ls) CONTINUOUS / MULTIPLE SPANS AT CONTR OPTION BARS MAY RUN CONTINUOUS FFE SEE PLAN SEE WALL DETAILS FOR DOWEL @ IS FACE #4 x DOWEL @ 12" o/c OS FACE CONC SLAB -SEE PLAN & SCHEDULE 1'-2" L2x2x1/4 CONT W/ 1/2" DIA x 4" HEADED ANCHS @ 16" o/c #5 x 6'-0" W/ STD ACI 180 deg HOOK @ 6" o/c TOP 1/2" x 24" @ 12" o/c SMOOTH DOWEL TO PAVING #4 @ 9" o/c LONGIT TOP & BOT #4 X 6'-0" @ 9" o/c BOTTOM 8 28 CONC PAVING SEE CIVIL OH DOOR -SEE OTHER DETAILS CONC WALL @ A N G L E 3/ 8 " D R O P 1" S L O P E 2'-6" FOUNDATION WALL REINFORCING NOT SHOWN FOR CLARITY 3/8" x 18" @ 12" o/c SMOOTH DOWEL TO WALK #4 @ 12" o/c TRANSVERSE 1.5C20, GALV NEAR & FAR WALLS REINFD AS SHOWN FFE SEE PLAN 10"SEE PLAN 1'-6" 1' - 0 " 1/ 2 " S L O P E 6" 1 1 / 2 " #4 @ 9" o/c LONGITUDINAL 4 1/2" 3/16" DIA CONCRETE FASTENER @ 6" o/c (2) #4 x 18" DOWEL @ FOOTINGS BEYOND DRILL AND EPOXY INTO HILTI HY 200 W/ 6" MIN EMBED CONTINUE SLAB IF NO SIDEWALK CONTINUOUS L4x4x1/4 GALV, W/ 3/4" DIA x 5" CONCRETE FASTENERS @ 12" o/c BEAR ANGLE ON OPPOSITE FOUNDATION WALLS 1/2" JOINT SEALANT VOID 2" 3/16" DIA SELF DRILLING SCREWS @ 6" o/c BACKFILL AS NEEDED 1" C L R #5 @ 16" o/c EACH WAY - CENTERED SEALANT-SEE SPEC 4'-0" RADIUS FFE SEE PLAN TOD -3/4" FLOOR DRAIN SEE MECH CONC SLAB SEE PLAN GC TO COORDINATE / VERIFY SLOPING REQUIREMENTS W/ MECHANICAL CONTRACTOR SLOPE PER DETAIL UNLESS NOTED OTHERWISE ON MECHANICAL DRAWINGS CONC SLAB -SEE PLAN & SCHEDULE PREFAB TRENCH DRAIN SEE PLUMBING DRAWINGS #5 x 5'-0" @ 12" o/c CENTER @ TRENCH DRAIN W/ (4) #5 LONG CONT. 8" 1'-3"1'-3" 2'-6" #5 DOWEL @ 12" o/c BOTTOM TYPICAL SLAB REINFG TO RUN CONT CONTINUOUS / MULTI SPAN 2" CLR - TYP 8"TYP UNLESS NOTED SPAN L1 TOP BARS BOTTOM BARS STD ACI 90 deg HOOK CONC COLUMN WALL OR BEAM TYP @ TOP LAP SPLICE 'Ls'CONTINUOUS TOP BARS OVER SUPPORT AT CONTR OPTION BARS MAY RUN CONTINUOUS 2" MAX SPACINGS INDICATED ARE FROM END SUPPORTS TO BEAM C/L STIRRUP SPACING SEE SCHEDULE TOP BARSTYP @ TOP LAP SPLICE 'Ls' SPAN L2 CONC COLUMN 1-1/2" CLR TO TIES 2" MAX SPACINGS INDICATED ARE FROM END SUPPORTS TO BEAM C/L STIRRUP SPACING SEE SCHEDULE 2" MAX Grid Grid (12) #8 VERT #3 TIES AND (2) CROSS TIES @ 6" o/c 2'-0" 2' - 0 " PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 1 9 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. ST A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S703 NO SCALES703 1 SLAB REINFORCING DIAGRAM - SLAB NO SCALES703 3 OH DOOR APRON DETAIL NO SCALES703 4 TYPICAL STOOP DETAIL NO SCALES703 6 STANDARD FLOOR DRAIN DETAIL NO SCALES703 7 TRENCH DRAIN @ STRUCTURAL SLAB NO SCALES703 2 BEAM REINFORCING DIAGRAM S703 5 TYPICAL COLUMN SECTION SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 8 : 5 1 : 2 2 A M SEPT. 2021 11910-2020-002 PAJ PAJ KDE CONST. IS O M E T R I C SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N S901 NO SCALES901 1 ISO METRIC SY M D A T E D E S C R I P T I O N A P P R 11 - 1 2 - 2 1 C O N F O R M E D T O B I D P A J 09-17-21 P R O FESSIO N A L S T R UCTU R A L E N G I NEER S T ATE OF U T A H No. 11113004-2203 PERRY JOHNSON ALL PROCESS ITEMS IDENTIFIED ON DRAWINGS SHALL BE NEW AND UNUSED FOR THE PROJECT UNLESS NOTED OTHERWISE. 1. 2. 3. 4. 5. 6. CONTRACTOR SHALL NOTE THAT ADDITIONAL CONSTRUCTION NOTES MAY BE INCLUDED ON INDIVIDUAL DRAWINGS. AE2S PROCESS DRAWINGS ARE INTENDED TO BE REPRODUCED IN COLOR TO ASSIST IN IDENTIFYING PROCESS PIPING AND SELECT ITEMS. AE2S ASSUMES NO LIABILITY FOR CONTRACTORS CHOOSING TO REPRODUCE THESE DRAWINGS IN BLACK AND WHITE OR AT A SCALE WHICH REDUCES LEGIBILITY. DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. INFORMATION REGARDING THE EXISTING CONDITIONS WAS OBTAINED FROM SURVEY DATA AND PRELIMINARY FIELD INVESTIGATIONS. ALL EXISTING AND PROPOSED CONDITIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT MATERIALS AND EQUIPMENT (NOT SCHEDULED FOR REMOVAL) FROM DAMAGE THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. ALL DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED WITH NO ADDITIONAL COST TO THE OWNER. ENGINEER AND/OR OWNER RESERVES THE RIGHT TO INSTRUCT CONTRACTOR TO SALVAGE SELECTED DEMOLITION ITEMS WHICH THE OWNER WILL RETAIN ONCE REMOVED. ACCESS TO EXISTING PROJECT AREAS WHERE WORK IS TO BE PERFORMED MAY BE LIMITED. CONTRACTOR IS RESPONSIBLE TO ASSESS ACCESSIBILITY BEFORE PURCHASING EQUIPMENT AND PROCESS COMPONENTS TO ASSURE ABILITY TO INSTALL. COORDINATE ALL ELECTRICAL WORK WITH ELECTRICAL AND MECHANICAL CONTRACTORS. NOT ALL EQUIPMENT, PIPING, ACTUATORS, CONDUITS, PLUMBING, ETC. IS SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION (LOCATIONS), REMOVAL, MODIFICATION, RELOCATION, RE-INSTALLATION, ETC. OF ALL MISCELLANEOUS EQUIPMENT PIPING, CONDUIT, PLUMBING, ETC. REQUIRED TO ACCOMMODATE THE INSTALLATION OF IMPROVEMENTS. NOT ALL PIPE HANGERS AND SUPPORTS ARE SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION (LOCATIONS), REMOVAL, MODIFICATIONS, RELOCATION, RE-INSTALLATION, ETC. OF ALL MISCELLANEOUS EQUIPMENT PIPING, CONDUIT, PLUMBING, ETC. REQUIRED TO ACCOMMODATE THE INSTALLATION OF IMPROVEMENTS. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. FUTURE PIPE (DENOTED AS HALF-TONE, PIPE COLOR VARIES) PIPE BREAK (PIPE CONTINUES) FLANGED PIPE MECHANICAL JOINT PIPE 90° BEND 90° BASE BEND TEE BASE TEE CONCENTRIC REDUCER ECCENTRIC REDUCER WYE CROSS THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY ADDITIONAL COSTS WHICH MAY RESULT IN UNAUTHORIZED DEVIATIONS FROM THE CONTRACT DOCUMENTS. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES SHALL BE ADHERED TO THROUGHOUT THE CONSTRUCTION PROJECT. STANDARD DETAILS ARE INTENDED TO SHOW GENERAL DESIGN CONCEPTS. REFER TO THE STRUCTURAL DRAWINGS FOR DIMENSIONS AND SIZES. SIZE OF FITTINGS AND VALVES SHALL CORRESPOND TO THE SIZE OF ADJACENT PIPING. JOINTS AND FITTING MATERIAL SHALL BE AS USED ON ADJACENT PIPING. ALTHOUGH PIPING, FITTINGS AND VALVES MAY BE SHOWN WITH FLANGED CONNECTIONS ON THE DRAWINGS, THE USE OF RIGID GROOVED TYPE PIPING SYSTEMS MAY BE ALLOWED. CONTRACTOR SHALL PROVIDED GROOVED x FLANGED ADAPTERS WHEN MATING GROOVED TYPE PIPING SYSTEMS TO FLANGED COMPONENTS. PROVIDE PROPER PLUGS, CAPS, BLIND FLANGES, AND RESTRAINTS WHEN ANY PIPING IS TERMINATED. VERIFY SIZE WITH ADJACENT PIPING AND FITTINGS. CONTRACTOR SHALL PROVIDE ALL TRANSITION FITTINGS AND APPURTENANCES REQUIRED FOR TRANSITIONS BETWEEN DIFFERENT PIPE MATERIALS AND JOINT TYPES. ALL SUBMERGED ANCHOR BOLTS, NUTS, FASTENERS, ETC. SHALL BE 316L STAINLESS STEEL UNLESS OTHERWISE NOTED. ALL PIPING BENEATH FLOOR SLABS SHALL BE CONCRETE ENCASED. THE USE OF UNI-FLANGES SHALL ONLY BE ALLOWED WITH PRIOR APPROVAL OF ENGINEER. THE PROCESS DRAWINGS INDICATE REQUIRED PIPE SIZES, ELEVATIONS, AND THE EXTENT AND GENERAL ARRANGEMENT FOR PROCESS PIPING AND EQUIPMENT. PRIOR TO THE FABRICATION OR INSTALLATION OF ANY PIPING OR EQUIPMENT, THE CONTRACTOR SHALL CONSULT ALL DRAWINGS AND CONSTRUCTION TRADES TO ACQUAINT SELF WITH THE MATERIALS, FINISHES, AND LOCATIONS OF EXISTING AND NEW CEILINGS, STRUCTURAL MEMBERS, PIPES, DUCTS, LIGHTING FIXTURES, CONDUITS, ETC. WHICH MAY AFFECT THE INSTALLATION. COORDINATE THE WORK WITH OTHER TRADES AND MAKE MODIFICATIONS IN LAYOUT TO AVOID CONFLICT WITH THE WORK OF OTHER TRADES. VERIFY FINAL VALVE OPERATOR/ACTUATOR ORIENTATION WITH ENGINEER PRIOR TO INSTALLATION. FLOORS, WALLS, CEILINGS, ROOFS, STAIRWAYS, DOORS, AND WINDOWS ARE SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR SPECIFICS, AS APPLICABLE. REFER TO CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND INSTRUMENTAL & CONTROL DRAWINGS FOR ADDITIONAL WORK TO BE PERFORMED AND COORDINATION INFORMATION, AS APPLICABLE. NOT ALL PIPING FLOOR AND WALL PENETRATIONS ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER PENETRATION INCLUDING CONCRETE CORING, FLOOR SLEEVES, LINK-TYPE SEALS, CAULKING, FIRESTOPPING, AND GROUTING. GENERAL NOTES PROCESS PIPING LEGEND PROCESS EQUIPMENT AND PIPE IDENTIFICATION TAGS PROCESS PIPING COLOR LEGEND RAW WATER INFLUENT RECLAIM WATER BACKWASH SUPPLY BACKWASH WASTE FINISHED WATER SLUDGE PROCESS AIR WASH DRAIN / OVERFLOW / MISC CHLORINE FLUORIDE PHOSPHATE POLYMER AMMONIA SULFATE SODIUM PERMANGANATE HMO CHEMICAL PIPING COLOR LEGEND 0 2'4'6'8'10'12" VIEW NUMBER SHEET WHERE DRAWN SHEETBACK REFERENCE GRAPHIC SCALE SECTION NUMBER SHEET WHERE DRAWN DETAIL NUMBER SHEET WHERE DRAWN GRAPHIC SCALE 0 2'4'6'8'10'12" PLAN TITLE DETAIL TITLE 1 P301 1 P501 1 P101 NORTH ARROW R O N T H PLAN, SECTION, AND DETAIL CONVENTIONS DRAWING SYMBOLS LEGEND ELEVATION & LOCATION IN SECTION VIEW ELEVATION & LOCATION IN SECTION VIEW EXISTING ELEVATION & LOCATION IN SECTION VIEW CENTERLINE ELEVATION FLOOR, WALL, OR SURFACE ELEVATION FLOOR, WALL, OR SURFACE ELEVATION BREAKLINE (OBJECT CONTINUES, DRAWING ENDS) PROPOSED IMPROVEMENT NOTES CONSTRUCTION NOTES -IDENTIFICATION TAG WILL BE PLACED AT THE NEAREST POSSIBLE LOCATION TO THE WORK IT IS DESCRIBING 898.75' PIPE 884.50 FLOOR 880.00' FLOOR 1 1 EXISTING FLOOR SPOT ELEVATION (CONTRACTOR TO VERIFY) FLOOR SPOT ELEVATION 875.00' FFE 870.00' FFE SECTION CUT WITHIN SAME DETAIL DRAWING DETAIL NUMBER SHEET WHERE DRAWN AREA OF DETAIL AA DRAWING SUB-TITLE SECTION A-A 1 P102 ELEVATION NUMBER SHEET WHERE DRAWN 1 2 P201 EXISTING NOTES DEMOLITION NOTES REVISION NOTES 1 1 1 DEVICE ID DESCRIPTION ACT ACTIVATOR AVV AIR/VACUUM VALVES ARV AIR RELEASE VALVES AH ALARM HORN AHS ALARM HORN/STROBE AS ALARM STROBE AE ANALYTICAL ELEMENT AIT ANALYTICAL INDICATING TRANSMITTER BCV BALL CHECK VALVE BLV BALL VALVE BLR BLOWER BFV BUTTERFLY VALVE CV CHECK VALVE CHF CHEMICAL FEEDER CP CONTROL PANEL CNV CONVEYOR DV DIVERTER VALVE DS DOOR SWITCH DUC DUST COLLECTOR EVA ELECTRIC VALVE ACTUATOR EXH EXHAUSTER FCV FLOW CONTROL VALVE FE FLOW ELEMENT FIT FLOW INDICATING TRANSMITTER FS FLOW SWITCH GV GATE VALVE GLV GLOBE VALVE H HEATER KGV KNIFE GATE VALVE LT LEVEL TRANSMITTER LIT LEVEL INDICATING TRANSMITTER LSH LEVEL SWITCH HIGH LSL LEVEL SWITCH LOW LSLL LEVEL SWITCH LOW LOW LVR LOUVER MIX MIXER M MOTOR PNV PINCH VALVE PLV PLUG VALVE PVA PNEUMATIC VALVE ACTUATOR PIT PRESSURE INDICATING TRANSMITTER PRF PRESSURE RELIEF VALVE PRV PRESSURE REDUCING VALVE PSV PRESSURE SUSTAINING VALVE PMP PUMP PB PUSH BUTTON ROT ROTAMETER RPZ DOUBLE BACKFLOW PREVENTER SCV SWING CHECK VALVE SLK SLAKER SV SOLENOID VALVE TNK TANK TE TEMPERATURE ELEMENT TIT TEMPERATURE INDICATING TRANSMITTER UPS UNINTERRUPTIBLE POWER SUPPLY WEF WALL EXHAUST FAN WE WEIGHT ELEMENT WIT WEIGHT INDICATING TRANSMITTER WS WATER SOFTENER XFMR TRANSFORMER PIPE TAG DESCRIPTION ABW AIR BACKWASH AMM AMMONIUM SULFATE SOLUTION BWS BACKWASH SUPPLY BWW BACKWASH WASTE CHL CHLORINE GAS CLW CLARIFIED WATER EFF EFFLUENT (FILTER) FLUO FLUORIDE SOLUTION FW FINISHED WATER HMO HMO SOLUTION INF INFLUENT (FILTER) NPW NON-POTABLE WATER OFL OVERFLOW PERM SODIUM PERMANGANATE SOLUTION PHOS PHOSPHATE SOLUTION RAW RAW WATER SL SLUDGE SMPL SAMPLE VNT VENT DEVICE ID NUMBER PMP-02455 PIPE TAG ABBREVIATIONS EL EL EL EL EL DEMOLISH PIPE FUTURE PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 0 P M SEPT. 2021 11910-2020-002 WLG SAS SAS CONST. PR O C E S S S Y M B O L S A N D A B B R E V I A T I O N S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P001 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB ELEV 4610 ELEV 4620 ELEV 4630 ELEV 4640 ELEV 4650 ELEV 4660 ELEV 4670 ELEV 4680 ELEV 4690 ELEV 4700 ELEV 4600 102 & 36 RESERVOIR 3.0 MG -135' DIA. 4,635' ± BASE VT 4,663' ± OVERFLOW VT VT VT ELEV 4930 ELEV 4940 ELEV 4950 VT VT VT VT 102 & 57 RESERVOIR 3.0 MG -135' DIA. JORDAN AQUEDUCT SOUTHWEST AQUEDUCT 4,931.00' ± BASE 4,959.00' ± OVERFLOW ELEV 4960 ELEV 4970 VT VT EXISTING PUMP STATION NEW PUMP STATION PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 0 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PR O C E S S E L E V A T I O N P R O F I L E SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P002 P002 1 ELEVATION PROFILE 1. TANK BASE AND OVERFLOW ELEVATIONS MAY BE BASED ON NGVD29 VERTICAL DATUM. GENERAL NOTES SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB 1 P300 _______ 1 P301 _______ 1 P302 _______ 48" BW STEEL FW DISCHARGE TO 57W & 102S FUTURE SOUTHWEST AQUEDUCT TO / FROM 36W AND 102S TANK AND ORIGINAL PUMP STATION BFV1-02455 BFV1-02456 BFV1-02457 BFV1-02451A BFV1-02452A BFV1-02453A PMP-02455 PMP-02456 PMP-02457 PMP-02451A PMP-02452A PMP-02453A 6 6 6 6 6 6 2 2 2 2 2 BFV-02480FE-02425 18' - 0" 15' - 7" 55' - 2" 42 " B W S T E E L F W 4 5 6' - 0 " 1 P303 _______ 1 BFV-02485 BFV-02487 1 SURGE TANK 4 4 4 4 8 (TYPICAL) 7 8(TYPICAL) 9 3' - 11" 9 PI1-02455 PI1-02456 PI1-02457 PI1-02451A PI1-02452A PI1-02453A PIT-02415 1 PIT-02416 101010 12 13 12 13 11 PDIT-02492 PI1-02486 TNK-02492 2 4 1416 ' - 1 0 " - --- _______ 15 4 15 16 2 16 16 2 P304 _______ 2 2 3 3 1 SURGE TANK AIR CONTROL MANIFOLD 5 2' - 10" 17 (TYP) PRV-02491 BFV-02490 PROPOSED IMPROVEMENTS • SEALED WALL SLEEVE -SEE DETAIL 1/P500 • 48" x 30" WELDED STEEL REDUCING TEE • 48" x 30" WELDED STEEL CONCENTRIC REDUCER • 42" x 20" WELDED STEEL REDUCING TEE • 42" WELDED STEEL CAP • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 5/P500 • 48" STEEL CAP WITH 4" FLANGED OUTLET AT INVERT OF CAP. • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • CONCRETE PIPE SUPPORT -SEE DETAIL 6/P500 • PRESSURE GAUGE AND SWITCH ASSEMBLY -SEE DETAIL 10/P500 • 42" STEEL CAP WITH 4" FLANGED OUTLET AT INVERT OF CAP. • 4" FL BUTTERFLY VALVE WITH MANUAL ACTUATOR • 4" MALE CAMLOCK ADAPTOR. PROVIDE WITH CAP • 48" STEEL BLIND FLANGE • 42" GROOVE AND SHOULDER COUPLING • 48" GROOVE AND SHOULDER COUPLING • PROVIDE FLANGE INSULATING GASKET KITS AT STEEL FLANGE TO DUCTILE OR CAST IRON FLANGE CONNECTIONS, SEE SECTION 40 05 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 CONSTRUCTION NOTES • SEE STRUCTURAL FOR FUTURE WALL OPENING DETAIL. • SEE CIVIL FOR PIPE CONTINUATION • ALL PROCESS PIPING IN BASEMENT IS TO BE INSULATED PER SPECIFICATION SECTION 40 42 13. SEE P502 FOR VARIOUS INSULATION DETAILS. • FUTURE SOUTHWEST AQUEDUCT PIPING, FLOW METER, AND FLOW CONTROL SIZE TO BE DETERMINED. • PROVIDE THREADED PIPE TAP FOR CONNECTION TO HOUSE WATER. SEE MECHANICAL DRAWINGS TO VERIFY TAP SIZE. 1 2 3 4 5 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 1 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. GA L L E R Y L E V E L - O V E R A L L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P10102'4'6'8'10'12" P101 1 GALLERY LEVEL - OVERALL PLAN - EL. 4631.00'R O N T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB Seat side in Green Suggested handwheel side in red. Note this handwheel points towards ceiling and is 9.25' high. 30" HW are 7.5' above finished floor (AFF) 42" HW @ ~7.5' AFF 1 P300 _______ 1 P301 _______ 1 P302 _______ 48" BW STEEL FW DISCHARGE TO 57W & 102S FUTURE SOUTHWEST AQUEDUCT TO / FROM 36W AND 102S TANK AND ORIGINAL PUMP STATION BFV1-02455 BFV1-02456 BFV1-02457 BFV1-02451A BFV1-02452A BFV1-02453A PMP-02455 PMP-02456 PMP-02457 PMP-02451A PMP-02452A PMP-02453A 6 6 6 6 6 6 2 2 2 2 2 BFV-02480FE-02425 18' - 0" 15' - 7" 55' - 2" 42 " B W S T E E L F W 4 5 6' - 0 " 1 P303 _______ 1 BFV-02485 BFV-02487 1 SURGE TANK 4 4 4 4 8 (TYPICAL) 7 8(TYPICAL) 9 3' - 11" 9 PI1-02455 PI1-02456 PI1-02457 PI1-02451A PI1-02452A PI1-02453A PIT-02415 1 PIT-02416 101010 12 13 12 13 11 PDIT-02492 PI1-02486 TNK-02492 2 4 1416 ' - 1 0 " - --- _______ 15 4 15 16 2 16 16 2 P304 _______ 2 2 3 3 1 SURGE TANK AIR CONTROL MANIFOLD 5 2' - 10" 17 (TYP) PRV-02491 BFV-02490 PROPOSED IMPROVEMENTS • SEALED WALL SLEEVE -SEE DETAIL 1/P500 • 48" x 30" WELDED STEEL REDUCING TEE • 48" x 30" WELDED STEEL CONCENTRIC REDUCER • 42" x 20" WELDED STEEL REDUCING TEE • 42" WELDED STEEL CAP • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 5/P500 • 48" STEEL CAP WITH 4" FLANGED OUTLET AT INVERT OF CAP. • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • CONCRETE PIPE SUPPORT -SEE DETAIL 6/P500 • PRESSURE GAUGE AND SWITCH ASSEMBLY -SEE DETAIL 10/P500 • 42" STEEL CAP WITH 4" FLANGED OUTLET AT INVERT OF CAP. • 4" FL BUTTERFLY VALVE WITH MANUAL ACTUATOR • 4" MALE CAMLOCK ADAPTOR. PROVIDE WITH CAP • 48" STEEL BLIND FLANGE • 42" GROOVE AND SHOULDER COUPLING • 48" GROOVE AND SHOULDER COUPLING • PROVIDE FLANGE INSULATING GASKET KITS AT STEEL FLANGE TO DUCTILE OR CAST IRON FLANGE CONNECTIONS, SEE SECTION 40 05 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 CONSTRUCTION NOTES • SEE STRUCTURAL FOR FUTURE WALL OPENING DETAIL. • SEE CIVIL FOR PIPE CONTINUATION • ALL PROCESS PIPING IN BASEMENT IS TO BE INSULATED PER SPECIFICATION SECTION 40 42 13. SEE P502 FOR VARIOUS INSULATION DETAILS. • FUTURE SOUTHWEST AQUEDUCT PIPING, FLOW METER, AND FLOW CONTROL SIZE TO BE DETERMINED. • PROVIDE THREADED PIPE TAP FOR CONNECTION TO HOUSE WATER. SEE MECHANICAL DRAWINGS TO VERIFY TAP SIZE. 1 2 3 4 5 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 9/ 1 7 / 2 0 2 1 3 : 2 9 : 1 2 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. GA L L E R Y L E V E L - O V E R A L L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P10102'4'6'8'10'12" P101 1 GALLERY LEVEL - OVERALL PLAN - EL. 4631.00'R O N T H SYM DATE DESCRIPTION APPR Vault Handwheel C BFV-02480 Class 125 BFV 48" 250 PSI 300 PSI Auma GS200 Handwheel FBE C 8' - 0"8' - 0"8' - 0"8' - 0" PMP-02455 PMP-02456 PMP-02457 PMP-02451A PMP-02452A PMP-02453A CKV-02455 PI2-02455 PSH-02455 ARV-02455 BFV2-02456 BFV3-02456 CKV-02456 PI2-02456 PSH-02456 ARV-02456 BFV2-02457 BFV3-02457 CKV-02457 PI2-02457 PSH-02457 ARV-02457 BFV2-02451A BFV3-02451A CKV-02451A PI2-02451A PSH-02451A ARV-02451A BFV2-02452A BFV3-02452A CKV-02452A PI2-02452A PSH-02452A ARV-02452A BFV2-02453A BFV3-02453A CKV-02453A PI2-02453A PSH-02453A ARV-02453A 1 1 P304 _______ 8' - 0" 2 2 2 2 2 2 1 1 1 1 1 CMP-02490 3 BFV2-02455 444 1 2 3 5 5 5 PROPOSED IMPROVEMENTS • 16" FL METALS BELLOWS EXPANSION JOINT. PROVIDE WITH STAINLESS STEEL CONTROL RODS. • PUMP BASE -SEE DETAIL 2/P501 • SURGE TANK AIR COMPRESSOR. PROVIDE EQUIPMENT HOUSEKEEPING PAD -SEE DETAIL 4/P501 • 20" DI BLIND FLANGE • PRESSURE GAUGE AND SWITCH ASSEMBLY -SEE DETAIL 10/P500 1 2 3 4 5 CONSTRUCTION NOTES • PROVIDE CLASS 300 ANSI B16.42 FLANGES ON PIPE, VALVES AND APPURTENANCES ON DISCHARGE OF PUMPS. 1 • THE PUMPS AND DISCHARGE PIPING FOR PUMPS PMP-02451A, PMP-02452A AND PMP-02453A ARE SHOWN IN THE DRAWINGS BUT WILL BE INSTALLED IN THE FUTURE. THE PUMP CANS AND CONCRETE BASES FOR THESE THREE PUMPS SHALL BE PROVIDED AND INSTALLED AS PART OF THIS PROJECT. SEE THE PUMP SPECIFICATIONS FOR THE SCOPE OF SUPPLY FROM THE PUMP SUPPLIER. 2 • AIR COMPRESSOR PACKAGE SHALL BE SUPPLIED WITH THE SURGE TANK PACKAGE. SEE SPECIFICATIONS FOR DETAILS. AIR PIPING BETWEEN THE COMPRESSOR AND SURGE TANK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, SEE MECHANICAL DRAWINGS FOR PIPING. 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 4 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. OP E R A T I O N S L E V E L - O V E R A L L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P102 0 2'4'6'8'10'12" P102 1 OPERATIONS LEVEL - OVERALL PLAN - EL. 4643.00' R O N T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB Rotork Display Pointing West All 20" HW approx 4.5' AFF 4625.50' SUMP TFE 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL 4659.00' TOW 1 2 PIPE EL 4635.50' 23 1 BFV1-02455 PMP-02455 CKV-02455 PI2-02455 ARV-02455 ARV-02483 PDIT-02492 PI1-02486 BFV-02485 6' - 0" 4 PI1-02455 SURGE TANK TNK-02492 BFV2-02455 1 5 2 2 PSL-02455 6 6 7 7 PROPOSED IMPROVEMENTS • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 5/P500 • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 4/P500 • UNSEALED FLOOR PENETRATION -SEE DETAIL 3/P500 • 20" WELDED PIPE CONSISTENT FOR ALL PUMPS • AIR/VACCUM VALVE -SEE DETAIL 8/P500 • PRESSURE GAUGE AND SWITCH ASSEMBLY -SEE DETAIL 10/P500 1 2 3 4 5 6 7 CONSTRUCTION NOTES • CONTRACTOR TO COORDINATE MATERIALS AND METHOD OF SEALING SPACE BETWEEN CONCRETE WALL AND NEW SURGE TANK WITH SURGE TANK MANUFACTURER. COORDINATION, MATERIALS AND LABOR SHALL BE INCIDENTAL TO THE BID. • COORDINATION OF TANK CONNECTION AND CHANGES REQUIRED TO THE PROCESS PIPING SHALL BE CONSIDERED INCIDENTAL TO THE BID. CONNECTION TO SURGE TANK MAY BE HIGHER THAN SHOWN ON DRAWINGS IF NEEDED. A TANGENTIAL OUTLET ON THE 42-INCH PIPING OR AN ELBOW MAY BE USED. 1 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 5 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PU M P S T A T I O N - S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P300 P300 1 SECTION - LOOKING EAST 12"0 1'2'3'4'5'6'7' SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB REV. No.REVISION DESCRIPTIONDATE DRAWN BY: APPROVED BY: DESIGNER/ENG.: DRAWING TITLE: PROJECT No.: CHECKED BY: PROJECT MANAGER: CONST. MANAGER: CUSTOMER: SCALE:NONE TITLE: DATE:SHEET:REV.: 2559 SOUTH 1935 WEST SALT LAKE CITY, UT 84119 (801) 972-0900 PHONE (801) 972-1171 FAX DELCO WESTERN LAYNE READ 38" Square x 1" Thick Base w 4ea Bolt Holes 3" x 3/8" Flat Bar 6" Above Top on Back Side Terminate at Invert Front Side Cross X in Bottom 30" x 18" Long suction Nozzle 30" Class D (125#) Slip On Flange Elev 4625.672" Grout Space Elev 4635.50 Elev 4646.00 Discharge C.L. 48" Square x 1.5" Thick Plate 4 ea 1-1/4" Bolt Holes on Corners 32 ea Tapped (1.25" NC) Holes on 42.75 BHCD Elev 4644.75 36" x 0.375 Wall ASTM A53B Steel Pipe 32 ea Tapped (1.25" NC) Holes on 42.75 BHCD 4 ea 1-1/4" Bolt Holes - Thru Drilled 3600 W 10200 So PU MP STA J ORDAN VALL EY WATER CONSERV L.R. VAN-CON // CLI NT BASTI AN B OOSTER PU MP CAN FABRI CATI ON DRA WI NG 27 DEC, 2021 1 of 1 4625.50' SUMP TFE 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL 4659.00' TOW 22 1111114 5 3 PIPE EL 4635.50' PIPE EL 4646.00' 6 42" BW STEEL FW 7 PIT-02416 PROPOSED IMPROVEMENTS • 48" GROOVE AND SHOULDER COUPLING • 42" WELDED STEEL CAP • PUMP BASE -SEE DETAIL 2/P501 • CONCRETE PIPE SUPPORT -SEE DETAIL 6/P500 • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • SURGE TANK AIR COMPRESSOR 1 2 3 4 5 6 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 7 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PU M P S T A T I O N - S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P301 P301 1 PUMP STATION - LOOKING SOUTH 0 2'4'6'8'10'12" SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB 4625.50' SUMP TFE 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL 4659.00' TOW 12 ' - 7 " 6 5 (TYP) 2 41 (TYP) BFV-02480FE-02425 3 48" BW STEEL FW PROPOSED IMPROVEMENTS • 48" GROOVE AND SHOULDER COUPLING • 42" WELDED STEEL CAP • PUMP BASE -SEE DETAIL 2/P501 • CONCRETE PIPE SUPPORT -SEE DETAIL 6/P500 • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • SURGE TANK AIR COMPRESSOR 1 2 3 4 5 6 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 8 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PU M P S T A T I O N - S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P302 P302 1 PUMP STATION - LOOKING NORTH 0 2'4'6'8'10'12" SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL 48" BW STEEL FW BFV-02480 1 2 6 1 PROPOSED IMPROVEMENTS • SEALED WALL SLEEVE -SEE DETAIL 1/P500 • CONCRETE PIPE SUPPORT -SEE DETAIL 6/P500 • 48" x 30" WELDED STEEL CONCENTRIC REDUCER • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 5/P500 • 42" x 30" WELDED STEEL CONCENTRIC REDUCER • SURGE TANK AIR COMPRESSOR 1 2 3 4 5 6 CONSTRUCTION NOTES • EXTERIOR ANCHORS ON 48" TEE SHALL BE PROVIDED FOR TIE-ROD INSTALLATION BACK TO THE PUMP STAITON WALL. TIE- RODS SHALL BE EPOXY ANCHORED INTO THE WALL WITH ADEQUATE CLEARANCE FROM THE WALL SLEEVE PROVIDED. TWO NUTS SHALL BE PROVIDED ON BOTH SIDES OF THE PIPE ANCHOR POINT. A MINIMUM OF 4 TIE-RODS SHALL BE PROVIDED AND SHALL BE COORDINATED TO SURROUND THE CONCRETE PIPE SUPPORT. ONE ANCHOR AND TIE ROD IS SHOWN FOR CLARITY AND NOT DRAWN TO SCALE. 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 8 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PU M P S T A T I O N - S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P303 P303 1 PUMP STATION INFLUENT PIPING - LOOKING EAST 12"0 1'2'3'4'5'6'7' SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL 1 2 3 4 5 7 6 8 9 PIPE EL 4646.00' PIPE EL 4635.50' 3' - 2 " PROPOSED IMPROVEMENTS • CONCRETE PUMP BASE -SEE DETAIL 2/P501 • UNSEALED FLOOR PENETRATION -SEE DETAIL 3/P500 • PIPE SUPPORT WITH STRAP -SEE DETAIL 1/P501 • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 4/P500 • ADJUSTABLE PIPE SUPPORT -SEE DETAIL 5/P500 • AIR / VACUUM RELEASE VALVE -SEE DETAIL 8/P500 • PRESSURE GAUGE AND SWITCH ASSEMBLY -SEE DETAIL 10/P500 • 20" x 16" WELDED STEEL ECCENTRIC REDUCER • 16" FL METALS BELLOWS EXPANSION JOINT. PROVIDE WITH STAINLESS STEEL CONTROL RODS. • CLEVIS TYPE PIPE SUPPORT -SEE DETAIL 10/P500 • 10" X 12" STEEL REDUCER 1 2 3 4 5 6 7 8 9 10 11 4625.50' SUMP TFE 4631.00' GALLERY LEVEL 4643.00' OPERATIONS LEVEL PIPE EL 4637.50' 10" BW STEEL FW 12" BW STEEL FW 1010 11 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 0 9 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PU M P S T A T I O N - S E C T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P304 P304 1 SECTION - PUMP DISCHARGE PIPING (TYPICAL) 12"0 1'2'3'4'5'6'7' P304 2 SECTION - BLOWOFF PIPING 12"0 1'2'3'4'5'6'7' SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB CONCRETE WALL (VERIFY THICKNESS) VERIFY PIPE SIZE FABRICATED STEEL PIPE WITH AN INSIDE DIAMETER AS RECOMMENDED BY THE SEAL MANUFACTURER HYDROSTATIC SEAL EQUAL TO LINK-SEAL BY THUNDERLINE CORPORATION CONTINUOUS WELDED WATERSTOP & ANCHOR COLLAR WITH OUTSIDE DIAMETER 4" LARGER THAN OUTSIDE DIAMETER OF WALL SLEEVE CONCRETE WALL (VERIFY THICKNESS) WALL SLEEVE AT LEAST TWO NOMINAL PIPE SIZES LARGER THAN THROUGH-GOING PIPE VERIFY PIPE SIZE CONTINUOUS WELDED WATERSTOP AND ANCHOR COLLAR WITH OUTSIDE DIAMETER 4" LARGER THAN OUTSIDE DIAMETER OF WALL SLEEVE VERIFY PIPE SIZE 2" MINIMUM ABOVE FINISHED FLOOR CONCRETE SLAB (VERIFY THICKNESS) CONTINUOUS WELDED WATERSTOP & ANCHOR COLLAR WITH OUTSIDE DIAMETER 4" LARGER THAN OUTSIDE DIAMETER OF WALL SLEEVE FABRICATED STEEL PIPE WITH AN INSIDE DIAMETER AS RECOMMENDED BY THE SEAL MANUFACTURER VERIFY PIPE SIZE SUPPORT PIPE: 3" DIAMETER FOR 4"-12" PIPE 4" DIAMETER FOR 14"-16" PIPE 6" DIAMETER FOR 18"-36" PIPE LOWER SUPPORT PLATE: 9" DIAMETER OR SQUARE FOR 4"-12" PIPE 11" DIAMETER OR SQUARE FOR 14"-16" PIPE 13-1/2" DIAMETER OR SQUARE FOR 18"+ PIPE 1" MINIMUM NON-SHRINK LEVELING GROUT ADJUSTABLE SADDLE PIPE SUPPORT WHICH COMPLIES WITH MANUFACTURERS STANDARDIZATION SOCIETY SP-69 (TYPE 38) VE R I F Y VERIFY PIPE SIZE SUPPORT PIPE: 3" DIAMETER FOR 4"-12" PIPE 4" DIAMETER FOR 14"-16" PIPE 6" DIAMETER FOR 18"-36" PIPE SECURE PIPE TO STAND WITH U-BOLT LOWER SUPPORT PLATE: 9" DIAMETER OR SQUARE FOR 4"-12" PIPE 11" DIAMETER OR SQUARE FOR 14"-16" PIPE 13-1/2" DIAMETER OR SQUARE FOR 18"+ PIPE 1" MINIMUM NON-SHRINK LEVELING GROUT ADJUSTABLE SADDLE PIPE SUPPORT WHICH COMPLIES WITH MANUFACTURERS STANDARDIZATION SOCIETY SP-69 (TYPE 38) MAXIMUM SUPPORT SPACING = 8-0" UNLESS OTHERWISE NOTED VE R I F Y DRILL 3/4"Ø HOLE, FILL WITH EPOXY GROUT, AND INSERT #5 DOWEL (TYPICAL) CONCRETE FLOOR CONCRETE PIPE SUPPORT 3/4" CHAMFER ALL EDGES (TYPICAL) CONCRETE PIPE SUPPORT VERIFY PIPE SIZE NOTE: MAXIMUM SUPPORT SPACING = 10'-0" (UNLESS OTHERWISE NOTED) 8" (V E R I F Y ) 6" 3" (TYPICAL) 120.00° 1/2" STAINLESS STEEL BALL VALVE PRESSURE GAUGE TAP PIPE FOR 1/2" NPT STAINLESS STEEL NIPPLE PIPE (SIZE VARIES) ISOLATION VALVE (VERIFY SIZE) DRAIN VALVE WATER LINE (VERIFY SIZE AND FLOW RATES) ROUTE 1/2" (VERIFY SIZE WITH VALVE MFR) COPPER OR GALVANIZED STEEL PIPE DISCHARGE LINE TO NEAREST DRAIN (PROVIDE 18" MINIMUM AIR GAP) VALVE SIZES 3" AND SMALLER SHALL HAVE FULL SIZE NPT INLETS AND OUTLETS EQUAL TO THE NOMINAL VALVE SIZE. VALVE SIZES 4" AND LARGER SHALL HAVE BOLTED FLANGES AND PROTECTIVE HOODS TO PREVENT DEBRIS FROM ENTERING THE VALVE. TAP PIPING SYSTEM AT HIGH POINT FOR AIR VALVE INLET PIPE (VERIFY SIZE) AIR VALVE (SIZED FOR PIPE SIZE AND MAXIMUM FLOW RATE) CONCRETE WALL (VERIFY THICKNESS) VERIFY PIPE SIZE FABRICATED STEEL PIPE WITH AN INSIDE DIAMETER AS RECOMMENDED BY THE SEAL MANUFACTURER HYDROSTATIC SEAL EQUAL TO LINK-SEAL BY THUNDERLINE CORPORATION CONTINUOUS WELDED WATERSTOP & ANCHOR COLLAR WITH OUTSIDE DIAMETER 4" LARGER THAN OUTSIDE DIAMETER OF WALL SLEEVE WELDED TIE-ROD CONTROLLED LOW STRENGTH MATERIAL (CLSM) TO NATIVE SOIL COUPLING 3/4" STAINLESS STEEL BALL VALVE PRESSURE GAUGE 3/4" x 1/2" REDUCING BUSHING (TYPICAL) 3/4" TEE (TYPICAL) 1/2" SMOOTH BORED SAMPLE TAP 3/4" PRESSURE SNUBBER 3/4" DIAPHRAGM SEAL (NOT REQUIRED ON DRINKING WATER) TAP PIPE OR FITTINGS FOR 3/4" NPT NOTE: 1. SUPPORT ASSEMBLY TO ELIMINATE VIBRATION. 2. ARRANGE ASSEMBLY TO MEET INSTALLATION REQUIREMENTS. PRESSURE SWITCH OR TRANSMITTER (WHERE REQUIRED) PIPE SIZE PIPE SIZE VARIES CLEVIS HANGER FED SPEC WW-H-171D TYPE 43 S.S. HANGER ROD 1/4" (MIN.) S.S. BENT PLATE x 2-1/2" WIDTH (MIN.) S.S. ANCHOR BOLTS SIZE AS REQ'D FOR LOAD 4" M I N . EM B E D . AS RE Q ' D FO R HANGER ROD DIA. 3/8" 1/2" 5/8" 7/8"8" THRU 12" 4" THRU 6" 2 1/2" TO 3" 2" & SMALLER 1"14" THRU 18" 1 1/2" 1/2"PVC 20" THRU 30" 1-1/4" 2-1/2" 1-1/2" 1-1/2" 2 " LO A D PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 0 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PR O C E S S S T A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P500 P500 1 SEALED WALL SLEEVE DETAIL P500 2 UNSEALED WALL SLEEVE DETAIL P500 3 UNSEALED FLOOR SLEEVE DETAIL P500 4 ADJUSTABLE PIPE SUPPORT DETAIL P500 5 ADJUSTABLE PIPE SUPPORT DETAIL P500 6 CONCRETE PIPE SUPPORT DETAIL P500 7 PRESSURE GAUGE DETAIL P500 8 AIR RELEASE VALVE DETAIL P500 9 SEALED WALL SLEEVE DETAIL P500 10 PRESSURE SWITCH / GAUGE/ SAMPLE DETAIL P500 11 PIPE SUPPORT DETAIL SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB TWO HEX BOLTS WITH NUTS. FOR SIZE, SEE TABLE BELOW (TYP. OF 3) 1/4" THICK NEOPRENE EXPANSION JOINT FILLER. WRAP AROUND PIPE. LOAD FINISH FLOOR OR GRADE 'C' THICK PLATE ADDITIONAL 1/2" THICK PLATE STIFFENERS AT BOTH ENDS FOR PIPE 42" DIAMETER AND LARGER. NON-SHRINK GROUT. SEE NOTE 3. NON-SHRINK GROUT. SEE NOTE 3. #5 DOWELS AT 12" EACH FACE SEE NOTE 5 FLAT BAR STRAP. FOR THICKNESS SEE TABLE BELOW TWO HEX BOLTS WITH NUTS. FOR SIZE, SEE TABLE BELOW (TYP. OF 3) 'D' DIAMETER ANCHOR BOLT WITH TWO HEX NUTS AND WASHERS FOR LEVELING AFTER INSTALLATION (TYP. OF 4) 3/4" RADIUS (TYP.) 3/4" CHAMFER (TYP.) SEE NOTE 5 CONCRETE PIER NOTES: 1. HOT DIP GALVANIZE PARTS AFTER FABRICATION. 2. WHEN SUPPORTING PIPE AND FLANGE ALTERNATELY ON THE SAME LINE, CONCRETE PIERS FOR PIPE SUPPORTS SHALL ALL HAVE THE SAME DIMENSION 'H' FOR FLANGE SUPPORT. 3. WHERE DIFFERENTIAL SETTLEMENT IS LIKELY TO OCCUR, OMIT GROUT AS DIRECTED BY THE ENGINEER. 4. WHERE DIRECTED BY THE STRUCTURAL ENGINEER, BOTTOM OF PIERS SHALL EXTEND BELOW BOTTOM OF SLAB. 5. ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS AND ONE WASHER. PROVIDE 4X1/2X4" BAR WELDED TO BOLT (TYP. OF 4, MINIMUM) 6. WHERE PIPE SUPPORT OCCURS ON GRADE, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. DIMENSIONS IN INCHES NOMINAL PIPE DIAMETER STRAP SUPPORTING BOLT SIZE FLAT BAR PIPE FLANGE 'A' 'B''C''D' 'E''F''G''H''J''F''G''H''J' 6 4 12 3/8 5/8 6 1/2 1/4 4 1/2 6 12 10 6 1/2 11 16 13 8 4 12 3/8 5/8 6 1/2 1/4 5 8 13 11 7 1/2 13 18 14 10 4 12 3/8 5/8 6 1/2 1/4 6 9 15 12 9 15 20 15 12 4 12 3/8 5/8 6 1/2 1/4 7 11 17 13 10 17 22 16 14 4 12 3/8 5/8 6 1/2 1/4 8 12 17 14 11 18 23 17 16 4 12 3/8 5/8 6 1/2 1/4 9 13 19 15 12 20 26 18 18 4 12 3/8 5/8 6 1/2 1/4 10 14 20 16 13 21 26 19 20 5 12 3/8 5/8 6 5/8 3/8 10 15 21 17 15 23 28 21 22 5 12 3/8 5/8 6 5/8 3/8 12 18 24 18 16 25 30 22 24 5 12 3/8 5/8 6 5/8 3/8 13 19 24 19 16 26 32 23 26 5 12 3/8 3/4 7 5/8 3/8 14 21 27 20 18 26 34 24 30 5 12 3/8 3/4 7 5/8 3/8 6 23 28 22 20 31 36 26 34 5 15 3/8 3/4 7 5/8 3/8 18 26 32 24 22 35 41 29 36 6 15 3/8 3/4 7 3/4 3/8 19 27 32 25 24 36 42 30 42 6 18 3/8 1 9 3/4 3/8 21 31 36 28 27 41 47 33 48 6 18 3/8 1 9 3/4 3/8 24 36 42 31 30 46 52 37 54 6 18 3/8 1 9 3/4 3/8 28 40 46 34 34 50 56 40 60 6 18 3/8 1 1/8 9 3/4 3/8 32 45 52 37 36 56 62 44 66 6 18 1/2 1 1/8 9 3/4 3/8 33 49 56 40 40 61 68 47 72 6 18 1/2 1 1/8 9 3/4 3/8 36 53 60 43 44 65 72 50 90.00° P I P E O R F L A N G E O D AS R E Q U I R E D 'J ' ( A P P R O X ) 2 1 /8" (T Y P) 1" ( T Y P) 'H' 'G' 'F'12 " ( M I N ) 1 1 / 2 " 1/4 (TYP) 4 " 'E' 'A' 1" (TYP) 4 1/2" 'B' #4 T I E S @ 6 " T I E S I N T O P 8 " 3- # 4 C L O S E D #5 TIES @ 8" (MINIMUM OF 2 BARS THUS) EPOXY PAINTED STEEL FLOOR SLEEVE WITH WATER STOP COLLAR EXTENDED FLUSH W/ TOP OF CONCRETE BASE (COORDINATE SIZE W/ PUMP CAN AND LINK SEAL) 3" CHAMFER (TYPICAL) STRAIGHTENING VEINS LINK SEAL ANCHOR BOLTS AND FLAT WASHERS AND GROUT AS RECOMMENDED BY PUMP MANUFACTURER (MINIMUM OF 4 EA.) ROUGHEN AND CLEAN CONCRETE TO PROVIDE BONDED JOINT (TYPICAL) #5 VERTICAL DOWELS WITH 8" LEGS @ 8" ON CENTER PUMP DISCHARGE HEAD AND MOTOR (VERIFY SIZE OF BASE PLATE WITH PUMP MFR) WATER/PRESSURE TIGHT SEAL PUMP COLUMN PIPE AND BOWLS PUMP CAN WITH SQUARE TOP MOUNTING FLANGE (A53 GRADE B EPOXY COATED STEEL) 6" TYP VE R I F Y VE R I F T Y VE R I F Y 3" CLEAR (MINIMUM) STEEL PLATE W/ WATER/PRESSURE TIGHT SEAL (FUTURE PUMPS ONLY) SQUARE STEEL PLATE. ANCHOR BOLTS AND FLAT WASHERS AND GROUT AS RECOMMENDED BY PUMP MANUFACTURER (4 BOLTS EACH BASE.) FLANGED PUMP CAN CONNECTION ABOVE THE SUCTION OUTLET, GROOVED AND SHOULDERED CONNECTION IS NOT ALLOWED. PUMP SUPPLIER AND CONTRACTOR TO COORDINATE LOCATION OF CONNECTION FOR CONSTRUCTABILITY. PUMP SUPPLIER TO COORDINATE INLET HEIGHT ABOVE STRAIGHTENING VANES. IMPELLER INLETS SHALL BE BELOW SUCTION INLET PIPE. PUMP CAN SUCTION CONNECTION PROVIDE 1-INCH DIAMETER THREADOLET AND PLUG NEAR BOTTOM OF CAN 1/2" THREADED PIPE, TYP 1/2" 90° BEND TAP PIPE OR FITTINGS FOR 3/4" NPT 1/2" STAINLESS STEEL BALL VALVE 1/2" DOUBLE BLOCK AND BLEED VALVE PRESSURE TRANSMITTER NOTE: 1. SUPPORT ASSEMBLY TO ELIMINATE VIBRATION. 2. ARRANGE ASSEMBLY TO MEET INSTALLATION REQUIREMENTS. EQUIPMENT MOUNTING FRAME 1" MINIMUM NON-SHRINK GROUT 3/4" CHAMFER (TYP) DRILL HOLE WITH CARBIDE TIPPED BIT USING A HAMMER DRILL (1/4" LARGER THAN BOLT DIAMETER AND 15 BOLT DIAMETERS DEEP) CLEAN HOLE AND FILL WITH EPOXY RESIN. INSERT ANCHOR BOLT SLOWLY WHILE TWISTING IT INTO THE HOLE. ANNULAR SPACE SHALL BE COMPLETELY FILLED WITH ADHESIVE WHEN BOLT IS FULLY EMBEDDED. DO NOT LOAD OR DISTURB ANCHOR BOLT UNTIL ADHESIVE IS CURED. CONCRETE EQUIPMENT BASE (SIZE VARIES) 6" MINIMUM THICKNESS (SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT) ANCHOR BOLTS AS SPECIFIED BY EQUIPMENT MANUFACTURER (VERIFY LOCATIONS) 3" PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 0 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PR O C E S S S T A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P501 P501 1 PIPE SUPPORT WITH STRAP P501 2 VERTICAL TURBINE PUMP BASE DETAIL P501 3 PRESSURE TRANSMITTER ASSEMBLY P501 4 EQUIPMENT BASE DETAIL SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB 1 1/2" (MINIMUM) ELASTOMERIC THERMAL INSULATION APPLY MANUFACTURER APPROVED SEALANT -1/4" BEAD (MINIMUM) 1 1/2" (MINIMUM) ELASTOMERIC THERMAL INSULATION FIELD MODIFY INSULATION TO INSTALL AROUND SUPPORTS APPLY MANUFACTURER APPROVED SEALANT -1/4" BEAD (MINIMUM) 1 1/2" (MIN) ELASTOMERIC INSULATION PIPE SUPPORT PROVIDE NECESSARY MATERIAL TO PROPERLY INSTALL INSULATION AND APPROVED SEALANT APPLY MANUFACTURER APPROVED SEALANT -1/4" BEAD (MINIMUM) INSULATION PROVIDE NECESSARY MATERIALS TO PROPERLY INSTALL INSULATION AND APPROVED SEALANTAPPLY MANUFACTURER APPROVED SEALANT -1/4" BEAD (MINIMUM) NOTE: INSTALL INSULATION PER MANUFACTURER'S RECOMMENDATIONS. 1 1/2" (MIN) ELASTOMERIC THERMAL INSULATION PROVIDE ADDITIONAL FIBERGLASS INSULATION TO FILL GAPS BETWEEN PIPE AND ELASTOMERIC THERMAL INSULATION WHERE REQUIRED. PROVIDE ADDITIONAL INSULATION TO FILL GAPS BETWEEN PIPE AND PVC JACKET WHERE REQUIRED. ELASTOMERIC INSULATION INSTALLATION NOTES: (TYPICAL) VALVE OPERATOR APPLY MANUFACTURER APPROVED SEALANT -1/4" BEAD (MINIMUM) CHECK VALVE 1 1/2" (MINIMUM) ELASTOMERIC THERMAL INSULATION 1 1/2" (MIN.) ELASTOMERIC THERMAL INSULATION PROVIDE ADDITIONAL FIBERGLASS INSULATION TO FILL GAPS BETWEEN PIPE AND ELASTOMERIC THERMAL INSULATION WHERE REQUIRED. FIELD MODIFY INSULATION TO INSTALL AROUND PIPE SUPPORTS AND PROVIDE VAPOR BARRIER SEALANT FURNISH AND INSTALL ALL MATERIAL NECESSARY TO MOVE OR EXTEND EXISTING VALVES, PIPE TAPS, GAUGES, ETC. TO ALLOW ACCESS FOLLOWING INSTALLATION OF NEW PIPE COATING NEW INSULATION APPLY VAPOR BARRIER SEALANT 2" MIN. APPLY ADHESIVE BETWEEN FLANGE AND INSULATION 1 1/2" (MINIMUM) ELASTOMERIC THERMAL INSULATION PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 0 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PR O C E S S S T A N D A R D D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P502 P502 1 PIPE INSULATION AT FLOOR PENETRATION P502 2 PIPE INSULATION AT CONCRETE PIPE SUPPORT P502 4 PIPE INSULATION AT FLOOR PIPE SUPPORT P502 3 PIPE INSULATION AT FITTINGS P502 5 PIPE INSULATION AT VALVES P502 6 PIPE INSULATION AT BASE FITTINGS P502 7 PIPE INSULATION AT PIPE TAP P502 8 PIPE INSULATION TERMINATION AT FLANGE SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB TEST SEGMENT SUCTION DISCHARGE DESCRIPTION ALL PIPING ON SUCTION SIDE OF PUMPS ALL PIPING ON DISCHARGE SIDE OF PUMP, INCLUDING PUMPS TEST PRESSURE 50 psi 225 psi PRESSURE TESTING SCHEDULE SEE SECTION 40 42 80 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 0 P M SEPT. 2021 11910-2020-002 WLG ARB SAS CONST. PR O C E S S S C H E D U L E S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P600 INSTRUMENT SCHEDULE TAG # DESCRIPTION TYPE RANGE P&ID SPECIFICATION REMARKS FE-02425 PUMP STATION TOTAL FLOW MAGNETIC FLOW METER 0-40,000 gpm IC105 40 71 00 PI1-02452A PUMP NO. 2A SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC105 40 27 97 FUTURE PI1-02453A PUMP NO. 3A SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC105 40 27 97 FUTURE PI2-02452A PUMP NO. 2A DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC105 40 27 97 FUTURE PI2-02453A PUMP NO. 3A DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC105 40 27 97 FUTURE PSH-02452A PUMP NO. 2A DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC105 40 91 00 FUTURE PSH-02453A PUMP NO. 3A DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC105 40 91 00 FUTURE PSL-02452A PUMP NO. 2A SUCTION PRESSURE SWITCH PRESSURE SWITCH IC105 40 91 00 FUTURE PSL-02453A PUMP NO. 3A SUCTION PRESSURE SWITCH PRESSURE SWITCH IC105 40 91 00 FUTURE PI1-02451A PUMP NO. 1A SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC106 40 27 97 FUTURE PI1-02457 PUMP NO. 7 SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC106 40 27 97 PI2-02451A PUMP NO. 1A DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC106 40 27 97 FUTURE PI2-02457 PUMP NO. 7 DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC106 40 27 97 PIT-02416 DISCHARGE PRESSURE TRANMISSTER PRESSURE INDICATING TRANSMITTER IC106 40 91 00 SEE DETAIL 3/P501 PSH-02451A PUMP NO. 1A DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC106 40 91 00 FUTURE PSH-02457 PUMP NO. 7 DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC106 40 91 00 PSL-02451A PUMP NO. 1A SUCTION PRESSURE SWITCH PRESSURE SWITCH IC106 40 91 00 FUTURE PSL-02457 PUMP NO. 7 SUCTION PRESSURE SWITCH PRESSURE SWITCH IC106 40 91 00 PI1-02455 PUMP NO. 5 SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC107 40 27 97 PI1-02456 PUMP NO. 6 SUCTION PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 30 psi IC107 40 27 97 PI2-02455 PUMP NO. 5 DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC107 40 27 97 PI2-02456 PUMP NO. 6 DISCHARGE PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC107 40 27 97 PIT-02415 SUCTION PRESSURE TRANSMITTER PRESSURE INDICATING TRANSMITTER IC107 40 91 00 SEE DETAIL 3/P501 PSH-02455 PUMP NO. 5 DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC107 40 91 00 PSH-02456 PUMP NO. 6 DISCHARGE PRESSURE SWITCH PRESSURE SWITCH IC107 40 91 00 PSL-02455 PUMP NO. 5 SUCTION PRESSURE SWITCH PRESSURE SWITCH IC107 40 91 00 PSL-02456 PUMP NO. 6 SUCTION PRESSURE SWITCH PRESSURE SWITCH IC107 40 91 00 PDIT-02492 SURGE TANK DIFFERENTIAL PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSMITTER IC108 43 42 21 SUPPLIED BY SURGE TANK SUPPLIER PI1-02486 SURGE TANK PRESSURE GAUGE MECHANICAL PRESSURE GAUGE 0 to 300 psi IC108 40 27 97 EQUIPMENT SCHEDULE TAG # DESCRIPTION TYPE P&ID SPECIFICATION REMARKS PMP-02451A PUMP NO. 1A VERTICAL TURBINE PUMP IC106 43 21 13 FUTURE PMP-02452A PUMP NO. 2A VERTICAL TURBINE PUMP IC105 43 21 13 FUTURE PMP-02453A PUMP NO. 3A VERTICAL TURBINE PUMP IC105 43 21 13 FUTURE PMP-02455 PUMP NO. 5 VERTICAL TURBINE PUMP IC107 43 21 13 PMP-02456 PUMP NO. 6 VERTICAL TURBINE PUMP IC107 43 21 13 PMP-02457 PUMP NO. 7 VERTICAL TURBINE PUMP IC106 43 21 13 VALVE SCHEDULE TAG NUMBER DESCRIPTION VALVE SIZE CONNECTION TYPE LOCATION P&ID SPECIFICATION VALVE SERVICE OPERATOR ORIENTATION REMARKS ARV-02452A PUMP NO. 2A AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC105 40 05 58 O/C N/A VERTICAL FUTURE ARV-02453A PUMP NO. 3A AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC105 40 05 58 O/C N/A VERTICAL FUTURE ARV-02483 SUCTION HEADER AIR/VAC VALVE 2" THREADED AIR/VACUUM VALVE GALLERY IC105 40 05 58 O/C N/A VERTICAL BFV1-02452A PUMP NO. 2A SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC105 40 05 58 O/C HANDWHEEL BFV1-02453A PUMP NO. 3A SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC105 40 05 58 O/C HANDWHEEL BFV2-02452A PUMP NO. 2A DISCHARGE ISOLATION VALVE 20"FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC105 40 05 58 O/C HANDWHEEL BFV2-02453A PUMP NO. 3A DISCHARGE ISOLATION VALVE 20"FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC105 40 05 58 O/C HANDWHEEL BFV3-02452A PUMP NO. 2A DISCHARGE CONTROL VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC105 40 05 58 O/C ELECTRIC VALVE ACTUATOR FUTURE BFV3-02453A PUMP NO. 3A DISCHARGE CONTROL VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC105 40 05 58 O/C ELECTRIC VALVE ACTUATOR FUTURE BFV-02480 SUCTION HEADER ISOLATION VALVE 48" FLANGED AWWA BUTTERFLY VALVE GALLERY IC105 40 05 58 O/C HANDWHEEL CKV-02452A PUMP NO. 2A CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC105 40 05 58 CHECK N/A HORIZONTAL FUTURE CKV-02453A PUMP NO. 3A CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC105 40 05 58 CHECK N/A HORIZONTAL FUTURE ARV-02451A PUMP NO. 1A AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC106 40 05 58 O/C N/A VERTICAL FUTURE ARV-02457 PUMP NO. 7 AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC106 40 05 58 O/C N/A VERTICAL BFV1-02451A PUMP NO. 1A SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC106 40 05 58 O/C HANDWHEEL BFV1-02457 PUMP NO. 7 SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC106 40 05 58 O/C HANDWHEEL BFV2-02451A PUMP NO. 1A DISCHARGE ISOLATION VALVE 20"FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC106 40 05 58 O/C HANDWHEEL BFV2-02457 PUMP NO. 7 DISCHARGE ISOLATION VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC106 40 05 58 O/C HANDWHEEL BFV3-02451A PUMP NO. 1A DISCHARGE CONTROL VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC106 40 05 58 O/C ELECTRIC VALVE ACTUATOR FUTURE BFV3-02457 PUMP NO. 7 DISCHARGE CONTROL VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC106 40 05 58 O/C ELECTRIC VALVE ACTUATOR CKV-02451A PUMP NO. 1A CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC106 40 05 58 CHECK N/A HORIZONTAL FUTURE CKV-02457 PUMP NO. 7 CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC106 40 05 58 CHECK N/A HORIZONTAL SUCTION HEADER DRAIN VALVE 4" FLANGED AWWA BUTTERFLY VALVE GALLERY IC107 40 05 58 O/C HANDWHEEL SEE NOTE 12 ON P101 DISCHARGE HEADER DRAIN VALVE 4" FLANGED AWWA BUTTERFLY VALVE GALLERY IC107 40 05 58 O/C HANDWHEEL SEE NOTE 12 ON P101 ARV-02455 PUMP NO. 5 AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC107 40 05 58 O/C N/A VERTICAL ARV-02456 PUMP NO. 6 AIR/VAC VALVE 3" THREADED AIR/VACUUM VALVE OPERATIONS IC107 40 05 58 O/C N/A VERTICAL BFV1-02455 PUMP NO. 5 SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC107 40 05 58 O/C HANDWHEEL BFV1-02456 PUMP NO. 6 SUCTION ISOLATION VALVE 30" FLANGED AWWA BUTTERFLY VALVE GALLERY IC107 40 05 58 O/C HANDWHEEL BFV2-02455 PUMP NO. 5 DISCHARGE ISOLATION VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC107 40 05 58 O/C HANDHWEEL BFV2-02456 PUMP NO. 6 DISCHARGE ISOLATION VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC107 40 05 58 O/C HANDWHEEL BFV3-02456 PUMP NO. 6 DISCHARGE CONTROL VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE OPERATIONS IC107 40 05 58 O/C ELECTRIC VALVE ACTUATOR BFV-02490 BLOWOFF ISOLATION VALVE 10" FLANGED DOUBLE OFFSET BUTTERFLY VALVE GALLERY IC107 40 05 58 O/C HANDWHEEL CKV-02455 PUMP NO. 5 CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC107 40 05 58 CHECK N/A HORIZONTAL CKV-02456 PUMP NO. 6 CHECK VALVE 20" FLANGED RESILIENT HINGE CHECK VALVE OPERATIONS IC107 40 05 58 CHECK N/A HORIZONTAL PRV-02491 HIGH PRESSURE BLOWOFF VALVE 10" FLANGED CONTROL VALVE GALLERY IC107 40 92 00 O/C PILOTING BFV-02485 SURGE TANK ISOLATION VALVE 20" FLANGED DOUBLE OFFSET BUTTERFLY VALVE GALLERY IC108 40 05 58 O/C HANDWHEEL BFV-02487 DISCHARGE PIPE ISOLATION VALVE 42" FLANGED DOUBLE OFFSET BUTTERFLY VALVE GALLERY IC108 40 05 58 O/C HANDWHEEL GENERAL NOTES 1.THESE SCHEDULES ARE PROVIDED FOR THE CONTRACTORS CONVENIENCE AND THE ENGINEER DOES NOT WARRANT THE ACCURACY OF VALVE SIZES, OPERATORS, LOCATIONS, CONNECTIONS, QUANTITIES, OR OTHER REQUIREMENTS. CONTRACTOR SHALL VERIFY ALL VALVE SIZES AND REQUIREMENTS WITH THE DRAWINGS AND SPECIFICATIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2.VALVE SCHEDULE MAY NOT LIST ALL VALVES SHOWN ON DRAWINGS OR REQUIRED FOR SYSTEM OPERATION. IN GENERAL, VALVES SMALLER THAN 4 INCH ARE NOT INCLUDED IN THE VALVE SCHEDULE. 3.THE PROCESS VALVES, INSTRUMENTS, AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THEIR RESPECTIVE SPECIFICATIONS. 4.VALVE ACTUATORS SHALL BE ROTATED AS REQUIRED TO AVOID CONFLICTS. 5.VALVES WITH A CENTERLINE OVER 6 FEET ABOVE THE FINISHED FLOOR SHALL BE PROVIDED WITH A CHAINWHEEL OPERATOR AND CHAIN. A HOOK SHALL BE PROVIDED ON ADJACENT WALL OR PIPING TO HOLD CHAIN OUT OF THE WALKWAYS. COORDINATE WITH ENGINEER IN FIELD. 6.TESTING OF INTERIOR PIPING MAY BE COMBINED WITH TESTING OF EXTERIOR SITE PIPING. TESTING PLAN SHALL INCORPORATE REQUIREMENTS FOR BOTH INTERIOR AND EXTERIOR PIPING. SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 3 P M SEPT. 2021 11910-2020-002 WLG ARB ARB CONST. 3D V I E W SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P601 P601 1 3D VIEW SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 5 P M SEPT. 2021 11910-2020-002 WLG ARB ARB CONST. 3D V I E W SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P602 P602 1 3D VIEW 2 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ P _ v 2 0 . r v t 11 / 1 6 / 2 0 2 1 2 : 3 6 : 1 7 P M SEPT. 2021 11910-2020-002 WLG ARB ARB CONST. 3D V I E W SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N P603 P603 1 3D VIEW 3 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID ARB MECHANICAL SHEET INDEX M001 MECHANICAL COVER PAGE M002 MECHANICAL SYMBOLS AND ABBREVIATIONS M101 SUMP LEVEL PLUMBING PLAN M102 GALLERY LEVEL PLUMBING PLAN M103 OPERATIONS LEVEL PLUMBING PLAN M104 GALLERY LEVEL HVAC PLAN M105 OPERATIONS LEVEL HVAC PLAN M501 MECHANICAL DETAILS M502 PLUMBING DETAILS M601 RISER DIAGRAMS M602 MECHANICAL SCHEDULES M603 MECHANICAL SEQUENCES OF OPERATION MECHANICAL JORDAN VALLEY WATER CONSERVANCY DISTRICT 3600 WEST 10200 SOUTH PUMP STATION SOUTH JORDAN, UTAH CONST. PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 1 2 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. ME C H A N I C A L C O V E R P A G E SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M001 A. CONTRACTOR SHALL LOCATE THERMOSTATS 4'-0" AFF AND TEMPERATURE SENSORS AT 5'-0" AFF, A MINIMUM OF 8" FROM LIGHT SWITCH. B. CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT. CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FEDERAL, STATE, AND LOCAL CODES. CONDENSATE PIPING SHALL BE TYPE "L" COPPER. C. PROVIDE A 4" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED. D. ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2" W.G. UNLESS NOTED OTHERWISE. E. THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH. HVAC GENERAL NOTES A. FIELD VERIFY ALL NEW WATER, WASTE, AND VENT PIPING CONNECTIONS AND PROVIDE NEW CONNECTIONS AS REQUIRED FOR PROPERLY OPERATING SYSTEMS. B. PITCH UNDERFLOOR AND ABOVE FLOOR SANITARY WASTE PIPING AT 1/4" PER FOOT UNLESS OTHERWISE NOTED OR APPROVED BY AUTHORITY HAVING JURISDICTION. C. FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES PRIOR TO INSTALLATION. D. ROUTE DOMESTIC WATER, FIRE PROTECTION, SANITARY SEWER, AND STORM SEWER SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS. E. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM. F. PROVIDE CLEANOUT IN ACCESSIBLE LOCATION AT THE BASE OF ALL PLUMBING RISERS. PLUMBING GENERAL NOTES A. WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. B. COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. C. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. D. FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. E. LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING. F. ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF. G. LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. H. FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. REFER TO SPECIFICATION. I. ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. J. REFER TO PLUMBING SERIES DRAWINGS FOR GAS AND A.C. CONDENSATE DRAIN PIPING. K. PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. L. FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. M. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. N. LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. O. INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS. PROJECT GENERAL NOTES SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC AHU-# AIR HANDLING UNIT ANB-# ACID NEUTRALIZING BASIN AS-# AIR SEPERATOR B-# BOILER CC-# COOLING COIL CO-# CLEAN OUT CH-# CHILLER CP-# CONDENSATE PUMP CRU-# COMPUTER ROOM UNIT CT-# COOLING TOWER CU-# CONDENSING UNITS CUH-# CABINET UNIT HEATER CVR-# CONVECTOR DC-# DRY COOLER DF-# DRINKING FOUNTAIN E-# EXHAUST DIFFUSER OR GRILLE EEW-# EMERGENCY EYEWASH EF-# EXHAUST FAN ERU-# ENERGY RECOVERY UNIT ET-# EXPANSION TANK EWC-# ELECTRIC WATER COOLER FCO-# FLOOR CLEAN OUT FD-# FLOOR DRAIN FCU-# FAN COIL UNIT FLC-# FLUID COOLER FPVAV-# FAN POWERED VAV FTR-# FIN TUBE RADIATION GCO-# GRADE CLEAN OUT GRV-# GRAVITY ROOF VENTILATOR HB-# HOSE BIBB HC-# HEATING COIL HRU-# HEAT RECOVERY UNIT HU-# HUMIDIFIERS HWB-# HOT WATER BOILER HX-# HEAT EXCHANGER IDU-# INDUCTION DISPLACEMENT UNIT IR-# INFRARED HEATER IH-# INTAKE HOOD LAV-# LAVATORY MAU-# MAKE-UP AIR UNIT MH-# MAN HOLE MS-# MOP SINK / SERVICE SINK P-# PUMPS PR-# PANEL RADIATOR PRV-# POWER ROOF VENTILATOR RF-# RETURN FAN R-# RETURN DIFFUSER OR GRILLE RTU-# ROOF TOP UNIT RH-# RELIEF HOOD RD-# ROOF DRAIN RPZ-# REDUCED PRESSURE ZONE BFP S-# SUPPLY DIFFUSER OR GRILLE S-# SINK SA-# SOUND ATTENUATOR SB-# STEAM BOILER SF-# SUPPLY FAN SSEW-# SAFETY SHOWER/EYEWASH T-# TRANSFER DIFFUSER OR GRILLE TF-# TRANSFER FAN UH-# UNIT HEATERS UR-# URINAL VAV-# VARIABLE AIR VOLUME UNIT VTR-# VENT THROUGH ROOF WB-# WALL / VALVE BOX WC-# WATER CLOSET WC0-# WALL CLEAN OUT WF-# WASH FOUNTAIN WH-# WALL HYDRANT WH-# WATER HEATERS WS-# WATER SOFTENER UNIT EQUIPMENT ABBREVIATIONS AFMS AIR FLOW MEASURING STATION BAS BUILDING AUTOMATION SYSTEM BD BALANCE DAMPER BO BLOW OFF BWV BACKWATER VALVE CLG COOLING CO CLEAN OUT COND CONDENSATE CV CONSTANT VOLUME DISCH DISCHARGE DMPR DAMPER DOAP DEDICATED OUTSIDE AIR PATH DP DIFFERENTIAL PRESSURE DR DRAIN DS DOWNSPOUT DSN DOWNSPOUT NOZZLE EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EFF EFFICIENCY EG ETHYLENE GLYCOL EMS ENERGY MANAGEMENT SYSTEM EP E LECTRIC-PNEUMATIC ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXP EXPANSION F&T FLOAT & THERMOSTATIC FD FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FLEX FLEXIBLE FM FIRE MAIN FP FIRE PROTECTION FV FACE VELOCITY GA GAUGE GRD GROUND GRD GRILLES, REGISTERS & DIFFUSERS HD HEAD HOA HANDS-OFF-AUTOMATIC HTG HEATING HTR HEATER HVAC HEATING, VENTILATING & AIR-CONDITIONING HYD HYDRANT INSUL INSULATION INV INVERT ISO ISOLATION LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB LP LOW PRESSURE LPG LIQUID PETROLEUM - PROPANE LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE NC NOISE CRITERIA NC NORMALLY CLOSED NO NORMALLY OPEN NEG NEGATIVE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER ORD OVERFLOW ROOF DRAIN PBD PARALLEL BLADE DAMPER PC PLUMBING CONTRACTOR PE PNEUMATIC-ELECTRIC PI PRESSURE INDICATOROR GAUGE PG PROPYLENE GLYCOL PLBG PLUMBING POS POSITIVE PRESS PRESSURE PT PRESSURE TRANSMITTER PVC POLY VINYL CHLORIDE RA RETURN AIR RECIRC RECIRCULATING RET RETURN RFG REFRIGERATION RH RELATIVE HUMIDITY SA SUPPLY AIR SP STATIC PRESSURE STM STEAM TA TRANSFER AIR TCC TEMPERATURE CONTROLS CONTRACTOR TD TEMPERATURE DIFFERENCE TDH TOTAL DYNAMIC HEAD TDL TOTAL DEVELOPED LENGTH TI TEMPERATURE INDICATOROR GAUGE T-STAT THERMOSTAT TT TEMPERATURE TRANSMITTER V VENT VD VOLUME DAMPER VEL VELOCITY VSD VARIABLE SPEED DRIVE VAV VARIABLE AIR VOLUME MECHANICAL ABBREVIATIONS ACT ACOUSTICAL CEILING TILES (V.) FIELD VERIFY AD ACCESS DOOR ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT AUTO AUTOMATIC B/G BELOW GRADE BLDG BUILDING BSMT BASEMENT CFCI CONTR. FURNISHED, CONTR. INSTALLED CL CENTER LINE CLG CEILING CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR DET DETAIL DIA DIAMETER DN DOWN DTL DETAIL DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION ELEV ELEVATOR EQUIP EQUIPMENT EXIST EXISTING EXP EXPLOSION FF FINISHED FLOOR FL FLOOR FTG FOOTING FV FIELD VERIFY GC GENERAL CONTRACTOR HCP HANDICAPPED LP HORZ HORIZONTAL ID INSIDE DIMENSION JST JOIST LOC LOCATION MAG MAGNETIC MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MTD MOUNTED NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIMENSION OFCI OWNER FURNISHED, CONTR. INSTALLED OPG OPENING PT POINT RCP REFLECTED CEILING PLAN REF REFERENCE REQD REQUIRED RM ROOM SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STRUC STRUCTURAL TEMP TEMPORARY TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITE TILE VEST VESTIBULE VIB VIBRATION W/ WITH W/O WITHOUT GENERAL ABBREVIATIONS PLUMBING PIPE SYSTEMS CA CD D##W DCW DHW DHWR DI DTW N NPW O PC PW RO ROR RWL ORWL SAN SCW SHW STM SWR SWS TW V VAC COMPRESSED AIR CONDENSATE DRAINAGE DOMESTIC WATER AT SPECIFIED TEMP DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRCULATION DEIONIZED WATER DOMESTIC TEMPERED WATER NITROGEN NON-POTABLE WATER OXYGEN PUMPED CONDENSATE PUMPED WASTE REVERSE OSMOSIS WATER REVERSE OSMOSIS REJECT RAIN WATER LEADER OVERFLOW RAIN WATER LEADER SANITARY SEWER SOFTENED COLD WATER SOFTENED HOT WATER STORM SEWER SPRAY WATER RETURN SPRAY WATER SUPPLY TEMPERED WATER SANITARY VENT VACUUM MECHANICAL PIPE SYSTEMS BD BFW CTR CTS CWR CWS DTR DTS FOR FOS FOV HPC HPS HWR HWS LPC LPS NG RL RS SV ### BLOWDOWN BOILER FEED WATER CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER SUPPLY DUAL TEMPERATURE WATER RETURN DUAL TEMPERATURE WATER SUPPLY FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT HIGH PRESSURE RETURN HIGH PRESSURE STEAM HEATING WATER RETURN HEATING WATER SUPPLY LOW PRESSURE RETURN LOW PRESSURE SUPPLY NATURAL GAS REFRIGERANT LIQUID REFRIGERANT SUCTION STEAM VENT STEAM SPECIFIED PRESSURE KEYNOTE CONTINUATION SYMBOL NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER - SHOWN ON PLANS POINT WHERE NEW CONNECTS TO EXISTING ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER) 1 BELOW GROUND PIPING PIPE INVERT ELEVATION TAG PIPE SLOPE TAG GENERAL MECHANICAL SYMBOLS 1 2" 1/8" / 12"SLOPE INVERT: -3'-1" - --- HVAC SYMBOLS ROUND EXHAUST/RELIEF AIR DUCT RISE DROP DROP DROP DROP DROP DROP CA COMBUSTION AIR EXHAUST AIR FLUE GREASE EXHAUST TYPE RELIEF AIR MIXED AIR OUTSIDE AIR RETURN AIR SUPPY AIR TRANSER AIR SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) OVAL DUCT SIZE TAG (WIDTH / HEIGHT) ROUND DUCT SIZE TAG (DIAMETER) EXISTING DUCT TAG RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE ROUND SUPPLY/OUTSIDE AIR DUCT RISE RECTANGULAR RETURN/TRANSFER AIR DUCT RISE ROUND RETURN/TRANSFER AIR DUCT RISE RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE EA FLUE GE TYPE 1 LA MA OA RA SA TA 16x8 16/8 16⌀ EX GRILLES, REGISTERS, AND DIFFUSERS TAG CFM SUPPLY OUTLET RETURN/EXHAUST INLET LINEAR DIFFUSER TAG CFM TYPE (SEE SCHEDULE) NECK SIZE TYPE (SEE SCHEDULE) PHASE KEY -NEW, EXISTING & DEMO VISIBILITY EXISTING NEW DEMO DUCT PIPE EQUIP NECK SIZE CFM TYPE (SEE SCHEDULE) GRILLE SIZE S1-225-6 R1-400-24x12 S2-225-6 SENSORS / DAMPERS FIRE DAMPER SMOKE DAMPER MOTORIZED DAMPER MANUAL BALANCING DAMPER BACKDRAFT DAMPER COMBINATION FIRE/SMOKE DAMPER CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR HUMIDISTAT HUMIDITY SENSOR NITROGEN DIOXIDE SENSOR SENSOR TEMPERATURE & HUMIDITY SENSOR THERMOSTAT TEMPERATURE SENSOR MANUAL SWITCH SPACE SENSORS - PLAN VIEW DAMPERS - PLAN / SECTION VIEW CO2 NO2 CO HS MS TS TH SH FD SD M G FS T * NOTE * ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. VALVES -SYMBOLS GATE VALVE BALL VALVE GLOBE VALVE BUTTERFLY VALVE CHECK VALVE CHECK VALVE SPRING LOADED NEEDLE/METERING VALVE DIAPHRAGM VALVE VEE BALL VALVE SAMPLE VALVE PLUG VALVE QUICK OPEN VALVE ANGLE VALVE THREE=WAY VALVE THREE-WAY BALL VALVE FOUR-WAY BALL VALVE VACUUM SAFETY RELIEF VALVE PRESSURE SAFETY RELIEF VALVE VACUUM/PRESSURE SAFETY RELIEF VALVE NORMALLY OPEN (ALLTYPES) NORMALLY CLOSED (ALL TYPES) SELF CONTAINED BACK PRESSURE CONTROL VALVE SELF CONTAINED PRESSURE CONTROL VALVE SELF OPERATED BACK PRESSURE CONTROL VALVE SELF OPERATED PRESSURE CONTROL VALVE PRESSURE REDUCING VALVE BALANCING VALVE PRESSURE REGULATOR TRIPLE DUTY VALVE BLAST GATE SLIDE GATE TWO-WAY DIVERTER THREE-WAY DIVERTER BACKFLOW PREVENTER (RPZ) FLANGED VALVE BACKWATER VALVE BG SG FLOW ORIFICE IN-LINE STEAM SEPARATOR STEAM TRAP STEAM TRAP ASSEMBLY SIGHT GLASS MANWAY OR FLANGED CONNECTION FEED MAGNET RUPTURE DISK PRESSURE RELIEF RUPTURE DISK VACUUM RELIEF FLAME ARRESTOR CONCENTRIC REDUCER ECCENTRIC REDUCER CAPPED END FEMALE HOSE CONNECTION MALE HOSE CONNECTION FLEX CONNECTION FLANGED FLEX CONNECTION HOSE BLIND FLANGE DIAPHRAGM SEAL WALL HYDRANT/HOSE BIBB PIPE ANCHOR PIPE GUIDE ELBOW UP ELBOW DOWN TEE DOWN PIPE CAP VALVE IN RISER SIPHON UNDER PRESSURE GAUGE SAFETY SHOWER & EYE WASH DOWNSPOUT FLOW DIRECTION FLOW SLOPE SS T TA W S S E HATCH LIGHTED LEVEL GAUGE WEIR VENTRUI TUBE FLUME FLOW NOZZLE RESTRICTING ORIFICE QUICK CHANGE RESTRICTIONG OFIFICE Y-TYPE STRAINER BASKET STRAINER THERMOWELL SPOT DRAIN ROOF VENT TANK VENT NITROGEN SPARGER PLUGGED VALVE THREADED CONNECTION FLOWMETER FLOW INDICATOR UNION SPEC BLIND THERMOSTATIC AIR VENT AUTOMATIC DRAIN VALVE LLG S AV 20 ADV PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 1 5 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. ME C H A N I C A L S Y M B O L S A N D A B B R E V I A T I O N S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M002 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC 1 3 5 6 A B E 2 4 C D C.5 SUMP PUMP SPU-2 4" SAN UP TO FD-1 4" SAN UP TO FD-1 4" SAN UP TO FD-1 2" V UP 2" V UP 2" V UP 4" SAN UP TO 4" FCO 4" SAN F.F.E. = 4625.50' 2" V UP 4" SAN UP TO FD-1 4" SAN CONCRETE FORMED SUMP BASIN WITH STEEL GRATING COVER. REFER TO DETAIL 8/S702 AND 12/M502. SUMP PUMP SPU-1 UP TO 4" FCO UP TO 4" FCO 3" PW UP 4" SAN TO SUMP BASIN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 1 5 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. SU M P L E V E L P L U M B I N G P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M101 M101 1 SUMP LEVEL PLUMBING PLAN 0 4'8'2' GENERAL NOTES: A. PROVIDE MECHANICAL TYPE PIPE PENETRATION SEAL FOR ALL BELOW GRADE WALL PENETRATIONS. B. COORDINATE LOCATIONS OF ALL FLOOR DRAINS WITH EQUIPMENT LOCATIONS AND FLOOR SLOPE PATTERNS. MAKE ADJUSTMENTS AS REQUIRED. SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC 1 3 5 6 A B E 2 4 C D C.5 4" SAN INV. EL. = 4635.00' SEE SITE PLAN FOR CONTINUATION. 3" V UP 4" SAN UP TO FD-1 4" SAN UP TO FD-1 4" SAN UP TO FD-1 2" SAN UP TO FD-1 1-1/2" SAN UP TO F-2 4" SAN UP TO F-1 2" V UP 1 1/2" V UP 2" V UP 4" FD-1 F.F.E. = 4631.00' 4" FD-1 2" V UP 2" V 2" V UP 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN HB HB 2 1/2" DOMESTIC WATER SERVICE. CONNECT TO SIDE OF DISCHARGE HEADER WITH SHUT-OFF VALVE AND PRESSURE REGULATOR. ROUTE PIPING SUCH THAT IT DOES NOT OBSTRUCT WALKWAY. 2-1/2" RPZ. ROUTE AIR GAP DISCHARGE TO FLOOR DRAIN. WATER METER 3/4" DCW UP TO HB.3/4" DCW UP TO HB. 2 1/2" DCW UP 3/4" DCW 3/4" DCW 2 1/2" DCW 3/4" DCW 2 1/2" DCW 2" V 2" SAN 4" SAN 4" SAN 3/4" DCW 3" VSPU-2 CONTROL PANEL CO ROUTE 2 1/2" DCW AT 9'-0" A.F.F. CO 4" FCO 4" CO 4" CO 4" SAN UP TO TRENCH DRAIN 4" FD-12" V 2" V DN 2" V UP SUMP PUMP SPU-1 4" FCO 4" FCO CONNECT PUMPED WASTE TO TOP OF SANITARY PIPING. 3" V DN 2" V DN 4" FD-1 2" V DN 3" V SPU-1 CONTROL PANEL 2" PW DN CONCRETE FORMED SUMP BASIN. REFER TO DETAIL 9/S702 AND 2/M502. CONNECT 3" PW TO TOP OF BLOW-OFF DRAIN PIPE. 4" SAN UP TO FD-1 2" V UP 4" SAN 3/4" CA 3/4" CA UP 3/4" CA TO COMPRESSED AIR MANIFOLD 3/4" CA FROM MANIFOLD TO SURGE TANK. COORDINATE EXACT CONNECTION SIZE AND LOCATION WITH TANK MANUFACTURER. 3/4" CA 3/4" CA M102 1 GALLERY LEVEL PLUMBING PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 1 9 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. GA L L E R Y L E V E L P L U M B I N G P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M102 0 4'8'2' GENERAL NOTES: A. PROVIDE MECHANICAL TYPE PIPE PENETRATION SEAL FOR ALL BELOW GRADE WALL PENETRATIONS. B. HOLD ALL PIPING AS HIGH AS POSSIBLE. C. PROVIDE SHUT-OFF VALVE ON ALL BRANCH PIPING. MOUNT IN ACCESSIBLE LOCATION. D. MOUNT HOSE BIBBS AT 36" A.F.F. AND WALL HYDRANTS AT 24" ABOVE FINAL GRADE. E. MAINTAIN MINIMUM 42" CLEARANCE DIRECTLY IN FRONT OF AND OVER ALL ELECTRICAL EQUIPMENT. F. PIPING INSTALLATION TO BE COORDINATED WITH OTHER SERVICES RACKED ON WALL. G. PIPING SHOWN AWAY FROM WALLS FOR CLARITY. SECURELY RACK PIPING ON WALLS WHERE POSSIBLE. H. COORDINATE LOCATIONS OF ALL FLOOR DRAINS WITH EQUIPMENT LOCATIONS AND FLOOR SLOPE PATTERNS. MAKE ADJUSTMENTS AS REQUIRED. SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC 1 3 5 6 A B E 2 4 C D C.5 F-1 F-2 2 M103 GAS SERVICE AND METER BY GAS COMPANY. METER TO HAVE CAPACITY OF 90 CFH AT 2 PSI OUTLET PRESSURE. CONNECT TO METER WITH 1" HEADER PIPE. CAP FOR FUTURE EXTENSION. SHUT-OFF VALVE IN RISER. 3/4" NG TO UH-2 3/4" NG TO UH-1 3/4" 3/4" NG NG NG NG 4" FD-1 4" FD-1 4" FD-1 2" FD-1 3" V DN 1 1/2" V DN 2" V DN 2" V DN F.F.E. = 4643.00' 2" V DN 4" VTR 3" V 2 1/2" V 4" VTR HB HB 3/4" DCW DN 3/4" DCW DN EWH-1 2 1/2" DCW DN 3/4" DHW 3/4" DCW 3/4" DCW 2 1/2" V 2" V 2" V 2" V 2" V 2" V 1 1/2" SAN DN SECURELY MOUNT EWH-1 ON SHELF AT 5'-0" A.F.F. ROUTE T&P VALVE FULL SIZE TO FLOOR DRAIN. ROUTE DRAIN PAN DRAIN FULL SIZE TO FLOOR DRAIN. COORDINATE PIPE ROUTE WITH OVERHEAD DOOR. 3 M103 4 M103 TRENCH DRAIN TYPE 'B' 48'-0" TOTAL LENGTH 2" DCW 2" DCW TO IRRIGATION SYSTEM. REFER TO 1/L201 FOR CONTINUATION. PROVIDE SHUT-OFF VALVE AT INTERIOR WALL. TRENCH DRAIN BOTTOM OUTLET 3/4" DCW 2" V DN 4" FD-1 2" V CONENCT 3/4" CA TO AIR COMPRESSOR PACKAGE OUTLET WITH SHUT-OFF VALVE AND COMPRESSED AIR FILTER. 5 6 2' - 0" 1' - 10" PTD SD GB TPD SNDF-1 F-2 2" FD-1 3/4" DHW 1 1/2" V DN 1 1/2" V DN 2" V DN 3/4" DCW 3 M103 4 M103 3/4" DCW GB SD MIRR PTD GB SND TPD SD M103 1 OPERATIONS LEVEL PLUMBING PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 2 5 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. OP E R A T I O N S L E V E L P L U M B I N G P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M103 0 4'8'2' M103 2 ENLARGED RESTROOM PLAN ACCESSORY LEGEND: GB- GRAB BAR(S) TPD- TOILET PAPER DISPENSER SND- SANITARY NAPKIN DISPOSAL SD- SOAP DISPENSER MIRR- MIRROR PTD- PAPER TOWEL DISPENSER 0 2'4'1' GENERAL NOTES: A. SEAL ALL EXTERIOR WALL PENETRATIONS. B. HOLD ALL PIPING AS HIGH AS POSSIBLE. C. PROVIDE SHUT-OFF VALVE ON ALL BRANCH PIPING. MOUNT IN ACCESSIBLE LOCATION. D. MOUNT HOSE BIBBS AT 36" A.F.F. AND WALL HYDRANTS AT 24" ABOVE FINAL GRADE. E. MAINTAIN MINUMUM 42" CLEARANCE DIRECTLY IN FRONT OF AND OVER ALL ELECTRICAL EQUIPMENT. F. PIPING INSTALLATION TO BE COORDINATED WITH OTHER SERVICES RACKED ON WALL. G. PIPING SHOWN AWAY FROM WALLS FOR CLARITY. SECURELY RACK PIPING ON WALLS WHERE POSSIBLE. H. COORDINATE LOCATIONS OF ALL FLOOR DRAINS WITH EQUIPMENT LOCATIONS AND FLOOR SLOPE PATTERNS. MAKE ADJUSTMENTS AS REQUIRED. M103 3 RESTROOM ELEVATION - NORTH 0 4'8'2'M103 4 RESTROOM ELEVATION - SOUTH 0 4'8'2' SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC 1 3 5 6 A B E 2 4 C D C.5 D-1D-2 24"Ø OA UP TO OPERATIONS LEVEL F.F.E. = 4631.00' SR-1-790-14x12 SR-1-790-14x12 SR-1-790-14x12 SR-1-790-14x12 24Ø OA B.O.D. (8' -4") 12Ø OA B.O.D. (8' -0") 12" ø DN THROUGH GRATING. TERMINATE AT 4626.5'. BALANCE TO 500 CFM. 0.75D DIAMETER ELBOW 24Ø OA B.O.D. (8' -4") TRANSITION DUCT BELOW BEAM. 18Ø 1.0D DIAMETER ELBOW M104 1 GALLERY LEVEL HVAC PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 2 9 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. GA L L E R Y L E V E L H V A C P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M104 0 4'8'2' ROUTE CONDENSATE TO NEAREST FLOOR DRAIN. ROUTE CONDENSATE TO NEAREST FLOOR DRAIN. GENERAL NOTES: A. COORDINATE MECHANICAL WORK WITH WORK OF OTHER TRADES. B. COORDINATE WALL/FLOOR PENETRATIONS AND CONCRETE PADS WITH GENERAL CONTRACTOR. SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC T T T T 1 3 5 6 A B E 2 4 C D C.5 AHU-3 (FUTURE) 4' - 0 " 6' - 0"6' - 0"CU-1CU-2CU-3 (FUTURE) CU-1 AND CU-2 ON 4" CONCRETE PAD REFRIGERANT PIPING TO/FROM AHU-2/CU-2. TWO CIRCUITS (4 TOTAL PIPES) SIZE PER MANUFACTURERS RECOMMENDATIONS. SEAL PENETRATIONS. REFRIGERANT PIPING TO/FROM AHU-1/CU-1. TWO CIRCUITS (4 TOTAL PIPES) SIZE PER MANUFACTURERS RECOMMENDATIONS. SEAL PENETRATIONS. SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 SR-1-2,000-22x20 30x30 SA B.O.D. (9' -0") 30x30 SA B.O.D. (10' -9") GAS UNIT HEATER UH-2 MOUNT WITH BOTTOM @ 10'-0" A.F.F. 3"Ø COMB. AIR/GAS VENT TO/FROM ROOF TERMINATION. GAS UNIT HEATER UH-1 MOUNT WITH BOTTOM @ 10'-0" A.F.F. 3"Ø COMB. AIR/GAS VENT TO/FROM ROOF TERMINATION. 24x24 SA B.O.D. (9' -3") 54"x40" WL-1 WITH BOTTOM @ 7'-3" A.F.F. MD-1M 48"x24" WL-2 WITH TOP @ 12'-0" A.F.F. COORDINATE WITH EXTENTS OF STEEL SIDING. MD-2M 24"Ø OA DN TO GALLERY LEVEL EF-1 6Ø6"Ø UP TO ROOF CAP A.P. EUH-1 F.F.E. = 4643.00' AHU-2 AHU-1 UH-2 UH-1 AIR FILTER AF-1 MAINTAIN FILTER PULL SPACE. AHU-1 ON 3" CONCRETE EQUIPMENT PAD. ROUTE CONDENSATE TO FLOOR DRAIN. AHU-2 ON 3" CONCRETE EQUIPMENT PAD. ROUTE CONDENSATE TO FLOOR DRAIN. COORDINATE DUCT ROUTE WITH OVERHEAD DOOR. ER-1-3,650-36x20 36x20 DOUBLE WALL DUCT 24Ø MOUNT SUPPLY FAN SF-1 TO WALL WITH BOTTOM @ 3'-0" A.F.F. 48x24 1.0D DIAMETER ELBOW 2 M105 1 OPERATIONS LEVEL HVAC PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 8/ 8 / 2 0 2 2 2 : 2 6 : 3 7 P M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. OP E R A T I O N S L E V E L H V A C P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M105 0 4'8'2' GENERAL NOTES: A. COORDINATE MECHANICAL WORK WITH WORK OF OTHER TRADES. B. COORDINATE WALL/FLOOR PENETRATIONS AND CONCRETE PADS WITH GENERAL CONTRACTOR. C. SEAL ALL DUCT AND PIPE OPENINGS THRU EXTERIOR WALL WEATHERTIGHT. D. PROVIDE FLEXIBLE DUCT CONNECTION AT ALL DUCT CONNECTIONS TO AIR HANDLING UNITS AND FANS. SYM DATE DESCRIPTION APPR 1 11-12-21 CONFORMED TO BID RPC 2 08-08-22 WORK CHANGE DIRECTIVE NO. 1 ZCT Supply Fan Heavy Duty Disconn Outside Air Intake Motor Starter D SW Gallery Level Operations Level 2C, 120V, to indicate light switch status Relief Air Damper D WL-2 WL-1 2C, 120V, to open damper motor on light switch activation MD-2 Normally Closed, Power Open, Spring Return 2C, 120V, to open damper motor on light switch activation MD-1 Normally Closed, Power Open, Spring Return Motor Starter Panel includes 460V, 3Ph, 2PH Motor Starter, with 460-120V transformer, 100VA, to power damper motors, and a 2 Pole Relay, 10A, to switch power to dampers motors. SF-1 Conduit Layout and Wiring Diagram 30" TO COMBUSTION AIR CONNECTION TO FLUE CONNECTION CONCENTRIC ADAPTOR ROOF ADHESIVE SEAL STORM COLLAR COMBUSTION AIR INLET EXHAUST AIR OUTLET 12" PACK SPACE W/ FIBERGLASS INSULATION USE FIRE BARRIER SEALANT WHERE REQUIRED METAL DUCT RETAINING ANGLE OR CLAMP CAULK TO FLOOR FLOOR SEE MECH. SPEC FOR DUCT INSULATION TO HOLD CAULK IN PLACE AT BOTTOM OF PENETRATION CONTRACTOR SHALL PROVIDE SHEET METAL ESCUTCHEON FASTENED TO FLOOR. NOTES: A. CONTRACTOR SHALL NEATLY CUT FLOOR OPENING, IN CLOSE COORDINATION WITH ALL TRADES. B. OPENING THROUGH FLOOR SHALL BE LARGE ENOUGH FOR DUCT PLUS INSULATION, BUT SHALL NOT BE LARGER. C. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION ON OPENINGS THROUGH FLOOR. D. SUPPORT DUCT AT FLOOR PER SMACNA REQUIREMENTS. SEE MECH SPECIFICATIONS FOR DUCT INSULATION 22 GAUGE SHEET METAL ANGLES ON FOUR SIDES OF DUCT WALL OR PARTITION LINTELS BY M.C. DUCT PACK SPACE WITH FIBERGLASS INSULATION AND USE FIRE BARRIER SEALANT WHERE REQUIRED, COORD WITH ARCHITECT NOTES: A. INSULATION SHALL CARRY THROUGH PENETRATION. B. CONTRACTOR IS RESPONSIBLE FOR REVIEWING MECHANICAL AND ARCHITECTURAL PLANS TO VERIFY ALL WALL PENETRATIONS. C. LINTELS ARE REQUIRED ONLY IN MASONRY WALLS WHERE THE WIDTH OF THE DUCT IS GREATER THAN 12". REFER TO SEPARATE DETAIL. REFER ALSO TO STRUCTURAL PLANS. D. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR LOCATIONS OF FIRE-RATED WALLS. WHERE DUCT PENETRATES FIRE-RATED WALLS, THE CAULK NOTED IN DETAIL SHALL BE FIRE-RATED CAULK, INSTALLED PER MANUFACTURER'S REQUIREMENTS. RADIUS ELBOW W R=1-1/2 W W RECTANGULAR ELBOW SINGLE-WALL TURNING VANES W R R FULL RADIUS WHERE POSSIBLE (R=W) 45° MAXIMUM (ONLY PERMITTED WHERE FULL RADIUS NOT POSSIBLE) ANGLES RECTANGULAR TRANSITIONS ELBOWS 30° MAX.15° MAX. AIR FLOW AIR FLOW DIVERGING FLOW CONTRACTION FLOW SA FLOW STANDARD RECTANGULAR BOOT W/ RECTANGULAR TO ROUND TRANSITION VD VD VDVDHIGH EFFICIENCY DIE STAMPED TAKEOFF (SUPER HIGH EFFICIENCY TAKEOFF)45° RECTANGULAR TO ROUND BOOT CONNECTION BELL MOUTH CONN. WHERE HEIGHT OF MAIN DUCT PERMITS ROUND BRANCH CONNECTIONS TO RECTANGULAR DUCTS (LESS THAN 25% FLOW IN BRANCH) AIR FLOW AIR FLOW BRANCH LW VD VD Y Y W L=1/4 W OR 4" MIN. 15° MAX (LESS THAN 25% FLOW IN BRANCH) (MORE THAN 25% FLOW IN BRANCH) RECTANGULAR BRANCH TAKE-OFFS FLUE EXHAUST CONCENTRIC FLUE TO BE SUPPLIED BY UNIT HEATER MANUFACTURER 12" MINIMUM 30" MINIMUM OR HIGHER IF REQUIRED TO PREVENT SNOW BLOCKAGE ROOF SUPPORT WITH TREADED ROD NOTE: FLUE SHALL NOT BE LOCATED WITHIN 10'-0" OF ANY OUTSIDE AIR INTAKE. IF FLUE IS WITHIN 10'-0" THEN THE TOP OUTLET SHALL BE 3'-0" MIN ABOVE THE INTAKE. GAS NAT. GAS VENT VENT TO OUTDOORS PRESS REGULATOR X" ROUND SEAL ALL FLUE JOINTS WITH HIGH TEMPERATURE SILICONE COMBUSTION AIR INLET M.C. TO PROVIDE STORM COLLAR ROOFING CONTRACTOR TO PROVIDE ROOF FLASHING MANUFACTURED THIMBLE TO PROVIDE REQUIRED COMBUSTIBLE CODE CLEARANCES. X" ROUND SUPPORT STRAPS, (4) MINIMUM CONCENTRIC ADAPTER SEAL ALL FLUE JOINTS WITH HIGH TEMPERATURE SILICONE (2) X" ROUND NOTES: 1. COORDINATE MOUNTING HEIGHT WITH OWNER / ENGINEER, UNLESS NOTED OTHERWISE. 2. FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. CEILING 1-1/2" INSULATION WRAP WITH SEALED VAPOR BARRIER WITHIN 10'-0" OF EXTERIOR WALL/ROOF PENETRATION OR AS SPECIFIED SEE PLAN FOR DUCT SIZES HANG FAN AS HIGH AS POSSIBLE SUPPORT THREADED ROD FROM STRUCTURE EXHAUST FAN 15° MAX. FLEXIBLE DUCT CONNECTION TYPICAL SPRING VIBRATION ISOLATORS MOTOR SERVICE DOOR CEILING ACCESS BY MECHANICAL CONTRACTOR. VERIFY LOCATION WITH GENERAL CONTRACTOR. WALL SYSTEM, SEE ARCH. SEALANT AND BACKER ROD PER NOTE LOUVER ENLARGED VIEW DUCT, INSULATED PER SPEC. SEALANT AND BACKER ROD PER NOTE ATTACH ANGLE CLIP FOR LOUVER ALL AROUND INTERIOR ACTUATOR MOTORIZED DAMPER INSULATION / JACKET PER SPEC. 18"x18" ACCESS DOOR SEE ENLARGED VIEW LOUVER W/ BIRDSCREEN PER SPEC. SEAL, SLOPE AND DRAIN THRU LOUVER FACE. SLOPE @ 1/4" PER FOOT METAL BLANKOFF PANEL IF APPLICABLE. SHEETMETAL ENCASED INSULATION . SEE SPEC. SEALANT AND BACKER ROD PER NOTE WALL SYSTEM, SEE ARCH. NOTES: 1. CONTRACTOR SHALL COORDINATE LOUVER INSTALLATION AND DUCTWORK WITH OTHER TRADES. 2. LOUVER PROVIDED AND INSTALLED BY CONTRACTOR. 3. CONTRACTOR SHALL PROVIDE BACKER ROD AND SILICONE SEALANT AROUND ENTIRE PERIMETER. 4. THIS CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BOTTOM BLADES AND PLENUM SPACE DRAIN COMPLETELY TO EXTERIOR. M CLEAN OUT SLEEVE THROUGH FLOOR PITCH DOWN TOWARD DRAIN FLOOR SLAB INSULATE PER SPEC. OPEN TO ATMOSPHERE INSULATE PER SPEC.CLEAN OUT DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN AHU CHANNEL BASE EQUIP. PAD X" Y" HUB DRAIN FUNNEL DRAIN OR FLOOR DRAIN SEAL SLEEVE TO FLOOR (IF APPLICABLE) INSULATE PER SPEC. *LENGTHEN AS REQUIRED SUFFICIENT TO PENETRATE FLOOR SLAB, IF REQUIRED. PROVIDE SUMP IF REQUIRED. FORMULAS: X" = NSP" + 1IN Y" = X" / 2 AHU NSP"X" Y" AHU-1 +1.54 2.54 1.27 AHU-2 +1.54 2.54 1.27 A. THERMOSTATIC EXPANSION VALVE B. SIGHT GLASS C. LIQUID LINE SOLENOID VALVE D. REPLACEABLE CORE FILTER DRIER E. SERVICE VALVE F. SLOPE AT 1" IN 10'-0" G. VIBRATION ISOLATORS H. HOT GAS BY-PASS PIPING WHEN SPECIFIED I. HOT GAS BY-PASS VALVE WHEN SPECIFIED J. INVERTED TRAP TO HEIGHT OF EVAPORATOR COIL NOTES: CONDENSING UNIT WITH FACTORY SUCTION AND LIQUID SERVICE AND DRIER # DETAIL KEYNOTES: I RL RS G G F FJ H E D C B A CONDENSING UNIT DX COIL PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 3 7 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. ME C H A N I C A L D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M501NOT TO SCALEM501 8 CONCENTRIC FLUE NOT TO SCALEM501 2 DUCT PENETRATION THROUGH FLOOR DETAIL NOT TO SCALEM501 3 DUCT PENETRATION THROUGH INTERIOR WALL NOT TO SCALEM501 4 DUCTWORK ELBOWS, TRANSITIONS, & ANGLES NOT TO SCALEM501 5 DUCTWORK TAKE-OFFS NOT TO SCALEM501 7 GAS UNIT HEATER NOT TO SCALEM501 6 INLINE FAN NOT TO SCALEM501 1 LOUVER - DIRECT CONNECTION WITH MOTORIZED DAMPER DETAIL NOT TO SCALEM501 9 CONDENSATE DRAIN NOT TO SCALEM501 10 REFRIGERANT PIPING DIAGRAM CONDENSER BELOW COIL SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC P STRAINER W/VALVE & CAP FROM CITY MAIN SHUT-OFF VALVE (TYP) PRESSURE GAUGE (TYP) VALVE ON PI'S TYP. TO BUILDING SYSTEM TO DRAIN BACKFLOW PREVENTER P FLOAT CONTROLLERS HIGH WATER ALARM 2ND PUMP - ON BOTH PUMP - OFF PRIMARY SUBMERSIBLE SUMP PUMP SEE PLAN FOR BASIN SIZE 4" SEWER INLET 3" VENT SEE PLAN FOR CONTINUATION SEE PLAN FOR CONTINUATION 2" 2"RING & PULL CHAIN FOR PUMP REMOVAL REFER TO SPECIFICATION FOR FORCE MAIN PIPING PROVIDE GASKETED COVER WITH ACCESS PANEL OVER SUMP BASIN PUMP SWITCH CONTROL BOX ROOM FLOOR UNION NO SLAM CHECK VALVE GATE VALVE SECONDARY SUBMERSIBLE SUMP PUMP 1ST PUMP - ON 2" AS S C H E D U L E D 30 " 24 " 16 " 10 " ALL CLEANOUTS IN FINISHED FLOOR SHALL HAVE NICKEL BRONZE ACCESS COVER, ADJUSTABLE FRAME, AND BRONZE PLUG. FINISHED FLOOR DUCTILE IRON OR CAST IRON EXTENSION BODY WITH SERRATIONS PROVIDING CUT-OFF ADJUSTMENTS. DUCTILE IRON OR CAST IRON SOIL PIPE FLOOR DRAIN ADJUSTABLE DRAIN COLLAR CONCRETE TOPPING P-TRAP HANGER ROD ON TRAP SEAL STRUCTURAL SLAB BOLT FLANGE THROUGH WATERPROOF MEMBRANE WATERPROOF MEMBRANE k NOTES: FLOOR DRAINS 1. INSTALL FLOOR DRAINS IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND AT THE LOCATION WHERE INDICATED. 2. INSTALL FLOOR DRAINS AT THE LOW POINTS OF SURFACE AREAS TO BE DRAINED OR AS INDICATED. SET TOPS OF DRAINS 1/2" BELOW FINISHED FLOOR ELEVATION. GENERAL CONTRACTOR WILL DISH THE CONCRETE TO DRAIN SURFACE AS REQUIRED. 3. INSTALL A DRAIN FLASHING COLLAR OR FLANGE SO THAT NO LEAKAGE BETWEEN THE DRAIN AND THE ADJOINING FLOORING. MAINTAIN THE INTEGRITY OF THE WATERPROOF MEMBRANE. 4. POSITION DRAINS FOR EASY ACCESSIBILITY TO MAINTAIN. REGULATOR 3/4" VENT TO OUTSIDE GAS MAIN SHUTOFF VALVE (TYP.) 6" DIRT LEG UNION (TYP.) BURNER SECTION 1/2" TO PILOT WHEN REQ'D NOTES: 1. CONTRACTOR TO PIPE PER MANUFACTURES SHOP DRAWINGS AND IN ACCORDANCE WITH ALL LOCAL CODES. DIAGRAM SHOWN IS FOR REFERENCE ONLY FLOOR STRUCTURE INSULATION (PER SPECIFICATION) PIPE SEE NOTE 2 INTERIOR WALL SCHEDULE 40 STEEL SLEEVE; ENTIRE WIDTH OF WALL; MINIMUM 1" LARGER THAN INSULATION DIAMETER HEAT RESISTANT PACKING 1/2" DEEP CAULK. CAULK SHALL BE NON-HARDENING SILICONE TYPE FOR NON-RATED ASSEMBLIES, OR 3M FIRE BARRIER OR EQUAL FOR 1- AND 2-HOUR RATED ASSEMBLIES. VERTICAL PENETRATION THROUGH FLOOR SIMILAR TO PENETRATION THROUGH WALL; INCLUDE ALL SIMILAR ELEMENTS AND: EXTEND FLOOR SLEEVE 1/4" IN EXPOSED AREAS, 4" IN MECHANICAL ROOMS OR OTHER WET AREAS; INCLUDE CLAMPING BRACKET TO SUPPORT PIPE WHERE NECESSARY (BRACKET MAY BE LEFT OUT WHERE OTHER PIPE SUPPORT EXISTS IN THE IMMEDIATE AREA). 1/4" OR 4" AS NOTED 1/4" GENERAL PIPING PENETRATION NOTES: 1. INSULATION SHALL BE CARRIED THROUGH WALL OR FLOOR. 2. CONTRACTOR SHALL PROVIDE CHROME-PLATED WALL PLATE (ESCUTCHEON) IN ANY LOCATIONS WHERE THE PIPE PENETRATION IS EXPOSED TO VIEW, EXCEPTING ONLY MECHANICAL SPACES. 3. FOR PIPING THAT PENETRATES A FLOOR OR WALL, BUT DOES NOT REQUIRE INSULATION (E.G. VERTICAL RAINWATER LEADERS, SANITARY WASTE OR VENT), INSTALLATION SHALL INCLUDE ALL NOTED REQUIREMENTS, EXCEPTING ONLY THE PIPE INSULATION ITSELF. 4. ASSEMBLY MUST BE A U.L. LISTED ASSEMBLY AND MEET F.M. REQUIREMENTS FOR 1- OR 2-HOUR RATED SEPARATION, AS INDICATED ON ARCHITECTURAL PLANS. SEAL PIPE SLEEVE TIGHT TO VENT PIPE VENT LINE WELD SUPPORT RING BASE PLATE TO PIPE SLEEVE PROVIDE PIPE SLEEVE AND INSULATION AROUND VENT PIPE WITHIN 3'-0" OF ROOF PENETRATION ROOF DECK ROOF MEMBRANE P.V.C. PREFABRICATED PIPE BOOT STAINLESS STEEL CLAMPING RING SEAL WATER TIGHT PIPE SLEEVE TO REMAIN OPEN AT TOP, TO ALLOW FOR VENTILATION SOLVENT WELD JOINT BALL VALVE INTERIOR EXTERIOR KEY OPERATION FROST PROOF WALL HYDRANT APPLY SILICONE AROUND EDGES ADJUSTABLE WALL CLAMP ANCHORED TO WALL LOOSE TEE HANDLE HOSE BIBB, SEE PLUMBING FIXTURE SCHEDULE HOSE BIBB WITH INTEGRAL VACUUM BREAKER SPOUT @ 36" A.F.F. P O T A B L E W A T E R M A I N AIR VENT BALL VALVE BALL VALVE SHUT-OFF TYP. FIELD SUPPORT EXPANSION TANK. BASED ON AMTROL MODEL ST-5C-150 2.5 GAL EXPANSION TANK UNION, TYP. WATER HEATER PER PLANS. REFER TO ADDITIONAL DETAILS. PIPE RELIEF VALVE TO FLOOR DRAIN, FLOOR SINK, ETC. INCLUDE 2" AIR GAP PER CODE REDUCERS AS REQUIRED THERMOMETER. TI 27" HEAT TRAP CHECK VALVE, TYP. DOMESTIC COLD WATER SUPPLY HOT WATER SUPPLY TO SYSTEM NOTES: 1. INSTALL ALL VALVES TO BE ACCESSIBLE; INSTALL ALL TEMPERATURE/PRESSURE GAUGES TO BE VISIBLE. 2. REFER TO ISOMETRICS FOR PIPE SIZING INFORMATION. 120°FPRESSURE GAUGE WATER METER UNION, TYPICAL PRESSURE REDUCING VALVE SEE PLANS DOMESTIC COLD WATER BALL VALVE, TYPICAL BACKFLOW PREVENTER CONNECT TO DISCHARGE HEADER DRAIN VALVE THREADED HOSE CONNECTION PI PI FLOAT CONTROLLERS HIGH WATER ALARM 2ND PUMP - ON BOTH PUMP - OFF PRIMARY SUBMERSIBLE SUMP PUMP SEE PLAN FOR BASIN SIZE SEE PLAN FOR CONTINUATION 3" 3"RING & PULL CHAIN FOR PUMP REMOVAL REFER TO SPECIFICATION FOR FORCE MAIN PIPING ALUMINUM GRATING OVER SUMP BASIN BY GRATING SUPPLIER PUMP SWITCH CONTROL BOX ROOM FLOOR UNION NO SLAM CHECK VALVE GATE VALVE SECONDARY SUBMERSIBLE SUMP PUMP 1ST PUMP - ON 3" AS S C H E D U L E D 30 " 24 " 16 " 10 " PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 4 0 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. PL U M B I N G D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M502 NOT TO SCALEM502 1 BACKFLOW PREVENTER DETAIL NOT TO SCALEM502 2 DUPLEX SUBMERSIBLE SUMP PUMP DETAIL NOT TO SCALEM502 3 FLOOR CLEANOUT (FCO) NOT TO SCALEM502 4 FLOOR DRAIN W/ MEMBRANE DETAIL NOT TO SCALEM502 5 GAS PIPING TO EQUIPMENT NOT TO SCALEM502 9 PIPING THROUGH WALL AND FLOOR NON-RATED & 1 OR 2 HOUR RATED NOT TO SCALEM502 7 VENT PIPE THROUGH ROOF NOT TO SCALEM502 8 WALL HYDRANT NOT TO SCALEM502 6 WATER DROP DETAIL NOT TO SCALEM502 11 WATER HEATER PIPING - SINGLE TANK - SINGLE TEMP NOT TO SCALEM502 10 WATER METER PIPING DETAIL - 2" AND BELOW NOT TO SCALEM502 12 STATION DRAIN SUMP PUMP DETAIL SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC SPU-2 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 2" V 4" VTR 2" V 3" V 2" V 4" VTR 1 1/2" V 2" V 2" V 2" V 2" V 1 1/2" V 2 1/2" V 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 4" WASTE TO SANITARY SEWER. SEE SITE PLAN FOR CONTINUATION. INV. EL. = 4635.00' 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 2" SAN 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 4" SAN 2" V 2" V 4" SAN CO FD-1 FD-1 4" FCO TRENCH DRAIN TYPE 'B' 48'-0" TOTAL LENGTH 3" BOTTOM OUTLET CO 4" CO 2" V 4" FCO 4" SAN 2" V 4" FCO 2" PW 2" PUMPED WASTE FROM SUMP PUMP SPU-1. CONNECT PUMPED WASTE TO TOP OF SANITARY PIPING. 4" SAN 3" V SPU-1 2" V 3" V 4" SAN TO SUMP BASIN 3" PW 3" PW INTO TOP OF BLOW-OFF DRAIN FD-1 4" SAN 2" V 3" V 2 1/2" V HB 3/4" DCW HB 3/4" DCW 3/4" DCW 2 1/2" DOMESTIC WATER SERVICE. CONNECT TO SIDE OF DISCHARGE HEADER WITH SHUT-OFF VALVE AND PRESSURE REGULATOR. ROUTE PIPING SUCH THAT PIPING DOES NOT OBSTRUCT WALKWAY. WATER METER 2 1/2" DCW 2 1/2" DCW HB 3/4" DCW HB 3/4" DCW 2 1/2" DCW EWH-1 3/4" DCW 3/4" DCW 3/4" DCW 3/4" DCW 3/4" DHW F-2 F-1 2-1/2" RPZ 2" DCW TO IRRIGATION SYSTEM. REFER TO 1/L201 FOR CONTINUATION. 2" SHUT-OFF VALVE 2" DCW 2" DCW 2 1/2" DCW M601 2 OVERALL WASTE AND VENT RISER DIAGRAM PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 4 5 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. RI S E R D I A G R A M S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M601 M601 1 OVERALL DOMESTIC WATER RISER DIAGRAM PLUMBING FIXTURE SCHEDULE EQUIP NO. FIXTURE DESCRIPTION FAUCET / TRIM DESCRIPTION FIXTURE CONNECTION SIZE NOTESWASTE VENT DCW DHW F-1 WATER CLOSET - FLOOR MOUNT - TANK GRAVITY TANK FLUSH 4" 2" 1/2" F-2 LAVATORY - WALL HUNG MANUAL FAUCET 2" 1 1/2" 1/2" 1/2" SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 5 4 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. ME C H A N I C A L S C H E D U L E S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M602 DAMPER SCHEDULE TAG DESCRIPTION SERVING MANUFACTURER MODEL DESIGN CFM HEIGHT WIDTH BLADE TYPE CONTROL ACTUATOR TYPE NOTESACTION POS MD-1 MOTORIZED DAMPER GALLERY RUSKIN CD50 3,660 3' - 4" 4' - 6" OPPOSED 2-POS N.C. 120 V MD-2 MOTORIZED DAMPER GALLERY RUSKIN CD50 3,660 2' - 0" 4' - 0" OPPOSED 2-POS N.C. 120 V AIR HANDLING UNIT SCHEDULE EQUIP NO. LOCATION SERVES MANUFACTURER MODEL NO. PHYSICAL DX COOLING COIL UNIT DESIGN CFM FINAL-FILTER SUPPLY FANS ELECTRICAL NOTESOPERATING WEIGHT LENGTH WIDTH HEIGHT TYPE EFFICIENCY NO. OF FANS FAN CFM EXT SP (IN) BLADE TYPE WHEEL DIA. FAN RPM BHP (EACH) HP (EACH) VOLTAGE PHASE AHU-1 OPERATIONS LEVEL OPERATIONS LEVEL TRANE TWE24044BA 912 lb 7' - 9" 2' - 8" 6' - 0" CC-1 8,000 2" THROWAWAY MERV 13 2 8,000 0.38 FORWARD CURVED 1' - 3" 1750 2.8 3 480 3 ALL AHU-2 OPERATIONS LEVEL OPERATIONS LEVEL TRANE TWE24044BA 912 lb 7' - 9" 2' - 8" 6' - 0" CC-2 8,000 2" THROWAWAY MERV 13 2 8,000 0.38 FORWARD CURVED 1' - 3" 1750 2.8 3 480 3 ALL AHU-3 (FUTURE)0 lb 0' - 0" 0" 0" 0 0 0 0.00 0" 0 0 0 0 0 AHU DX COOLING COIL SCHEDULE COIL NO. AHU NO. MANUFACTURER MAX CFM NO. OF COILS REFRIG. TYPE ROWS FINS/IN AIR DATA SUCTION TEMP TOTAL CAPACITY SENSIBLE CAPACTIY NOTES EAT LAT DB WB DB WB CC-1 AHU-1 TRANE 8,000 1 R410A 3 14 85 61 57 50 45 244,800 Btu/h 244,800 Btu/h CC-2 AHU-2 TRANE 8,000 1 R410A 3 14 85 61 57 50 45 244,800 Btu/h 244,800 Btu/h AHU-3 (FUTURE) 0 0 0 0 0 0 0 0 0 0 Btu/h 0 Btu/h CONDENSING UNIT SOUND SCHEDULE EQUIP NO. SOUND POWER (dB) 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz CU-1 100 97 92 91 88 85 82 76 CU-2 100 97 92 91 88 85 82 76 CU-3 (FUTURE) 0 0 0 0 0 0 0 0 AIR COOLED CONDENSING UNIT SCHEDULE EQUIP NO. LOCATION SERVES MANUFACTURER MODEL NO. PHYSICAL CAPACITY SUCTION TEMP AMBIENT TEMP REFRIG. TYPE COMPRESSORS CONDENSER FANS ELECTRICAL NOTES OPERATING WEIGHT LENGTH WIDTH HEIGHT NO. RLA (EA.) NO. FLA (EA.) MCA VOLTAGE PHASE CU-1 N. GRADE AHU-1 TRANE TTA24044DA 872 lb 7' - 9" 3' - 10" 3' - 9" 248,000 Btu/h 45 95 R410A 2 17 A 2 3 A 40 A 460 3 ALL CU-2 N. GRADE AHU-2 TRANE TTA24044DA 872 lb 7' - 9" 3' - 10" 3' - 9" 248,000 Btu/h 45 95 R410A 2 17 A 2 3 A 40 A 460 3 ALL CU-3 (FUTURE)0 lb 7' - 9" 3' - 10" 3' - 9" 0 Btu/h 0 0 0 0 A 0 0 A 0 A 0 0 FAN SCHEDULE EQUIP NO. LOCATION SERVES MANUFACTURER MODEL NO. MECHANICAL ELECTRICAL NOTESCFM ESP RPM TYPE DRIVE INLET dBA INTERLOCK WEIGHT BHP HP VOLTAGE PHASE FREQUENCY EF-1 RESTROOM RESTROOM COOK GC-146 75 0.25 900 CEILING DIRECT 39 LIGHTS 13 0.05 0.05 115 1 60 1,2,3,4 SF-1 OPERATIONS GALLERY COOK 195SQN17D (VF2) 3,660 0.75 1036 IN-LINE DIRECT 63 MD-2 199 0.91 2 460 3 60 1,3 NOTES: 1. VIBRATION ISOLATORS 2. CEILING HUNG MOUNTING BRACKETS 3. FAN MOUNTED SPEED CONTROL 4. PROVIDE WITH WALL CAP WITH INTEGRAL BACKDRAFT DAMPER GAS UNIT HEATER SCHEDULE EQUIP NO. LOCATION SERVES MANUFACTURER MODEL NO. NATURAL GAS AIR DATA FAN SPEEDS ELECTRICAL NOTESROOM NAME INPUT OUTPUT CFM EAT LAT HP FLA VOLTAGE PHASE FREQUENCY UH-1 OPERATIONS LEVEL OPERATIONS/GALLERY REZNOR UDZ 45 45,000 Btu/h 37,350 Btu/h 629 65 120 1 0.06 2 A 115 V 1 60 Hz ALL UH-2 OPERATIONS LEVEL OPERATIONS/GALLERY REZNOR UDZ 45 45,000 Btu/h 37,350 Btu/h 629 65 120 1 0.06 2 A 115 V 1 60 Hz ALL ELECTRIC UNIT HEATER SCHEDULE (BY DIV 26) EQUIP NO. LOCATION ELECTRIC HEATING ARRANGEMENTNAME EUH-1 RESTROOM 2 kW WALL HEATER DEHUMIDIFIER SCHEDULE EQUIP NO. LOCATION MANUFACTURER MODEL PROCESS AIR ELECTRICAL REMARKSCFM MOISTURE REMOVAL LB./DAY INLET AIR VOLTAGE PHASE FREQUENCYINLET AIR °F DB REL. HUM. % D-1 GALLERY THERMA-STOR HI-E DRY 195 610 167 70 60 115 V 1 60 Hz D-2 GALLERY THERMA-STOR HI-E DRY 195 610 167 70 60 115 V 1 60 Hz LOUVER SCHEDULE EQUIP NO. MANUFACTURER SERVICE MODEL TYPE SIZE FREE AREA MAX CFM FRAME BLADE TYPE MATERIAL NOTESWIDTH HEIGHT DEPTH WL-1 RUSKIN GALLERY ACL845AF EXHAUST 4' - 6" 3' - 4" 6" 4.56 SF 3,660 CHANNEL AIRFOIL ALUMINUM ALL WL-2 RUSKIN GALLERY ELF6375DX INTAKE 4' - 0" 2' - 0" 6" 4.34 SF 3,660 CHANNEL DRAINABLE ALUMINUM SUMP PUMP SCHEDULE EQUIP NO. LOCATION MANUFACTURER MODEL NO. MECHANICAL ELECTRICAL SUMP NOTESTYPE GPM TOTAL DISCHARGE HEAD (FT) DISCHARGE SIZE (IN) MOTOR RPM HP (PER PUMP) VOLTAG E FREQUENCY PHASE BASIN MATERIAL SIZE INLETS DIAMETER (IN.) HEIGHT (IN.) NO. SIZE IN. ABOVE BOT. IN.VENT SIZE (IN.) COVER MATERIAL SPU-1 GALLERY LEVEL ZOELLER N140 DUPLEX SUBMERSIBLE 59 25.0 FT 1 1/2" 3450 1 115 V 60 Hz 1 FIBERGLASS 36" 48" 1 4 1' - 6" 3" STEEL 1,2,3,5 SPU-2 SUMP LEVEL ZOELLER G189 DUPLEX SUBMERSIBLE 120 30.0 FT 3" 3450 2 460 V 60 Hz 3 FIBERGLASS 36" 48" 1 4 1' - 6" 3" STEEL 2,4,6,7 ELECTRIC WATER HEATER SCHEDULE EQUIP NO. MANUFACTURER MODEL NO. PHYSICAL FUEL TYPE STORAGE CAPACITY (GAL) GPH RECOVERY 100° RISE NUMBER OF ELEMENTS HEATING ELEMENT CAPACITY ELECTRICAL NOTES OPERATING WEIGHT HEIGHT DIAMETER VOLTAGE PHASE FREQUENCY EWH-1 HUBBELL CE110 24 lb 9 1/4" 9" ELECTRIC 1 12 1 1 kW 120 V 1 60 Hz ALL NOTES: 1. 2 SPEED CONTROLLER (VFD) 2. LOW AMBIENT KIT 3. RETURN AIR GRILLE NOTES: 1. LOW AMBIENT KIT 2. TWO CIRCUIT/DUAL STAGE 3. HAIL GUARD 4. FIELD APPLIED COMPRESSOR WRAP NOTES: 1. WALL MOUNTED T-STAT 2. MOUNT BOTTOM AT 10'-0" A.F.F. 3. TOTALLY ENCLOSED MOTOR 4. VERTICAL CONCENTRIC VENT/COMBUSTION AIR KIT NOTES: 1. DRAIN PAN 2. MOUNTING SHELF 3. 6' GROUNDED POWER CORD NOTES: 1. ACOUSTICAL LOUVER FREE FIELD NOISE REDUCTION (db) SHALL BE AS FOLLOWS: OCTAVE BAND FREQUENCY (Hz) FREE FIELD NOISE REDUCTION (db) 1/63 11 2/125 13 3/250 11 4/500 13 5/1000 18 6/2000 18 7/4000 18 8/8000 20 NOTES: 1. (4) MODEL 10-0034 FLOATS 2. HI WATER ALARM 3. MODEL 10-1044 NEMA 4X CONTROL PANEL 4. GRATED STEEL COVER 5. GASKETED STEEL COVER 6. MODEL 10-1110 NEMA 4X CONTROL PANEL 7. (4) MODEL 10-0743 FLOATS AIR FILTERS EQUIP NO. EQUIPMENT SERVED MANUFACTURER MODEL FILTER TYPE AIRFLOW CFM OVERALL SIZE FACE VEL. FILTERS ARRESTANCE AIRFLOW RESISTANCE FILTER FRAME/HSG. TYPE NOTESWIDTH HEIGHT NO. SIZE BASIS MERV INITIAL FINALW H D AF-1 SF-1 PUROLATOR HI-E 40 PANEL 3,660 4' - 0" 2' - 0" 457 2 2' - 0" 2' - 0" 2" ASHRAE 52.1 MERV 8 0.25 0.40 BLC INDUSTRIES SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ M _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 0 3 : 5 4 A M SEPT. 2021 11910-2020-002 ZCT RPC JLS CONST. ME C H A N I C A L S E Q U E N C E S O F O P E R A T I O N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N M603 SEQUENCE OF OPERATIONS PUMP STATION: A. PUMP STATION VENTILATION SYSTEM: Supply fan SF-1 and motorized intake damper, MD-2, at wall intake louver, WL-2 and motorized exhaust damper, MD-1, at wall exhaust louver, WL-1: MD-2 shall fully open and SF-1 shall operate when lights in Gallery Level are switched on. MD-1 shall fully open when lights in Gallery Level are switched on. All interlocks, relays, damper actuators and control wiring to be provided by the T.C. Contractor. Coordinate control wiring termination point with Division 26. All control wiring to be routed in a dedicated conduit in accordance to the Division 26 standards. All power wiring to be provided by Division 26. B. BATHROOM EXHAUST SYSTEM: Exhaust fan EF-1 with backdraft dampers: Exhaust fan shall operate when lights in the space are switched on. All interlocks and control wiring to be furnished and installed by the T.C. contractor. Coordinate control wiring termination point with Division 26. All control wiring to be routed in a dedicated conduit in accordance to the Division 26 standards. All power wiring to be furnished and installed by Division 26. C. PUMP STATION HEATING SYSTEM: Gas unit heaters UH-1 and UH-2: Gas unit heaters are furnished with a remote wall mounted thermostat which will cycle the heaters as required. All thermostats, interlocks, and control wiring to be furnished and installed by the T.C. Contractor. Coordinate control wiring termination point with Division 26. All control wiring to be routed in a dedicated conduit in accordance to the Division 26 standards. All power wiring to be furnished and installed by Division 26. D. PUMP STATION AIR CONDITIONING SYSTEMS: Air Handling Unit AHU-1 and associated condensing unit CU-1 shall be energized and operate when associated space temperature rises above set point, 80 degrees from wall mounted cooling thermostat. Air Handling Unit AHU-2 and associated condensing unit CU-2 shall be energized and operate when associated space temperature rises above set point, 85 degrees from wall mounted cooling thermostat. The thermostat will be provided with the unit and installed by the T.C. contractor. All interlocks and control wiring to be furnished and installed by the T.C. contractor. Coordinate control wiring termination point with Division 26. All control wiring to be routed in a dedicated conduit in accordance to the Division 26 standards. All power wiring to be by Division 26. SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID RPC Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - S y m b o l s a n d A b b r e v i a t i o n s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 0 : 5 6 : 0 2 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : LG N D 0 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EL E C T R I C A L S Y M B O L S A N D A B B R E V I A T I O N S CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E001 ONE-LINE DIAGRAM AND SCHEMATIC SYMBOLS PRESS TO TEST LAMP - LETTER DENOTES COLOR OPERATING COIL, LETTER OR NUMBER DENOTES DEVICE RTM 52 M ENERGIZED TIMER CONTROL - N.C. N.O. DE-ENERGIZED TIMER CONTROL - N.C. N.O. TEMPERATURE SWITCH - N.C., N.O. FLOW SWITCH - N.C., N.O. LIQUID LEVEL SWITCH - N.C., N.O. R OFF RUN AUTO 30A FUSE - NUMBER DENOTES RATING SELECTOR SWITCH CIRCUIT BREAKER MAGNETIC TRIP THERMAL TRIP RUNNING TIME METER CONTACT - N.C., N.O. PRESSURE SWITCH - N.C., N.O. LIMIT SWITCH - N.C., N.O. DISCONNECT SWITCH ELECTRICAL ABBREVIATIONS A AMPERES F&I FURNISH AND INSTALL LIT LEVEL INDICATING TRANSMITTER SCP SUPERVISORY CONTROL PANEL AC ABOVE COUNTER (VERIFY HEIGHT)FCV FLOW CONTROL VALVE LMF LIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUIT SCADA SUPERVISORY CONTROL AND DATA ACQUISITION ACK ACKNOWLEDGE FE FLOW ELEMENT LSH LEVEL SWITCH HIGH SE SERVICE ENTRANCE AE ANALYZER ELEMENT FIT FLOW INDICATING TRANSMITTER LSHH LEVEL SWITCH HIGH HIGH SEC SECOND OR SECONDARY AI ANALOG INPUT FO FIBER OPTIC LSL LEVEL SWITCH LOW SIG SIGNAL AIT ANALYZER INDICATION TRANSMITTER FS FLOW SWITCH LSLL LEVEL SWITCH LOW LOW SOL Vv SOLENOID VALVE A.F.F.ABOVE FINISHED FLOOR FU FUSE OR FUSIBLE SP SINGLE POLE AM AMMMETER M MOTOR STARTER OPERATING COIL SPECS SPECIFICATIONS ANN ANNUNCIATOR GC GENERAL CONTRACTOR MAX MAXIMUM SSNR ''SOFT START'' NON-REVERSING SWITCH AO ANALOG OUTPUT GDE GAS DETECT ELEMENT MCM THOUSAND CIRCULAR MILS SSR SW ''SOFT START'' REVERSING SWITCH AWG AMERICAN WIRE GAGE GFI GROUND FAULT INTERRUPTER MCP MOTOR CIRCUIT PROTECTOR SUSE SUITABLE FOR USE AS SERVICE ENTRANCE GND GROUND MECH MECHANICAL BKR BREAKER GRS GALVANIZED RIGID STEEL CONDUIT MFR MANUFACTURER TD TIME DELAY BLDG BUILDING MH METAL HALIDE TEMP TEMPERATURE HD HEAVY DUTY MIN MINUTE OR MINIMUM TIT TEMPERATURE INDICATING TRANSMITTER CKT CIRCUIT HH HANDHOLE MTD MOUNTED TS MOTOR THERMAL SWITCH ℄CENTER LINE H/R HAND/REMOTE TSTAT THERMOSTAT CONTR CONTRACTOR HOA HAND-OFF-AUTO NF NON-FUSED CP CONTROL PANEL HOL HAND-OFF-LOCAL NC NORMALLY CLOSED UH UNIT HEATER CPT CONTROL POWER TRANSFORMER HP HORSEPOWER NO NORMALLY OPEN CS CONTROL STATION HPS HIGH PRESSURE SODIUM NTC NOT CONNECTED V VOLTS CT CURRENT TRANSFORMER HS HAND SWITCH VFD VARIABLE FREQUENCY DRIVE HTR HEATER OL(S)OVERLOAD RELAY CONTACT(S)VM VOLTMETER DE DUAL ELEMENT HZ HERTZ (CYCLES/SECOND)VS VOLTMETER SWITCH DI DIGITAL INPUT PF POWER FACTOR Vv VALVE DISC DISCONNECT IMC INTERMEDIATE METAL CONDUIT PIT PRESSURE INDICATING TRANSMITTER DO DIGITAL OUTPUT PLC PROGRAMMABLE LOGIC CONTROLLER W WATTS OR WIRE DP DAMP PROOF JB JUNCTION BOX PSH PRESSURE SWITCH HIGH W/WITH PSL PRESSURE SWITCH LOW WW WIREWAY EC ELECTRICAL CONTRACTOR KVA KILOVOLT-AMPERES PTT PUSH TO TEST WP WEATHERPROOF ELEC ELECTRICAL KVAR KILOVOLT-AMPERES REACTIVE PVC POLYVINYLCHLORIDE CONDUIT EMT ELECTRICAL METALLIC TUBING KW KILOWATTS XFMR TRANSFORMER EXP EXPLOSION PROOF REQ'D REQUIRED EQUIP EQUIPMENT RS RIGID STEEL CONDUIT ZC POSITION CONTROLLER RTD RESISTANCE TEMPERATURE DETECTOR ZI POSITION INDICATOR RTM RUNNING TIME METER ZSC POSITION SWITCH CLOSED RTR REMOTE TEST/RESET ZSO POSITION SWITCH OPENED ANTENNA DUCT DETECTOR REMOTE INDICATOR DUCT SMOKE DETECTOR SMOKE DETECTOR HEAT DETECTOR R=RATE OF RISE, 135°=FIXED RATE MP=MOISTURE AND DUST PROOF C=COMBINATION PULL STATION FIRE ALARM HORN ONLY STROBE ONLY (NUMBER INDICATES CANDELA RATING) PULL STATION (CHEMICAL) CHEMICAL HORN/STROBE FIRE CHIME/STROBE FIRE HORN/STROBE (NUMBER INDICATES CANDELA RATING.) I F S S H 15 15 COMMUNICATION/SECURITY/FIRE PROTECTION SYMBOLS S F E E C DEVICE MOUNTED IN FIELD CONTROL CENTER (MCC) DEVICE MOUNTED IN MOTOR THERMAL OVERLOAD TRIP UNITS GROUND CONNECTION CHASSIS CONNECTION INDICATING LIGHT - LETTER DENOTES COLOR (P.T.T. = PUSH TO TEST) * GROUND ROD LIGHTNING ARRESTOR VS CONTROL OR INSTRUMENT SWITCH - LETTERS DENOTES FUNCTION CURRENT TRANSFORMER POTENTIAL TRANSFORMER - DRAW OUT TYPE WITH PRIMARY FUSES CONTROL STATIONCS INSTRUMENT - LETTER DENOTES TYPE AM MOTOR CIRCUIT PROTECTOR (MCP) MOLDED CASE CIRCUIT BREAKER SURGE CAPACITOR CONTROL OR POTENTIAL TRANSFORMER POWER FACTOR CAPACITOR WITH FUSING AND INDICATING LIGHTS PUSHBUTTON CONTACT ON, OFF DOUBLE CIRCUIT PUSHBUTTON SWITCH TORQUE SWITCH - N.C., N.O. R P.T.T. 20 MOTOR (NUMBER DENOTES HP) (TS = THERMAL SWITCH) TS20 SENSOR20 MOTOR (NUMBER DENOTES HP) MOTOR (NUMBER DENOTES HP) (SENSOR = SEAL FAIL) GENERATOR FUSED DISCONNECT SWITCH GROUND/NEUTRALLINE REACTOR DRAW-OUT CIRCUIT BREAKER HEATER WALL MOUNTED/CEILING EXIT LIGHT - LETTER & NUMBER SIMILAR TO HID OR INCANDESCENT FIXTURE, SHADING DENOTE FACE(S) AND ARROW(S) IF REQUIRED WALL/CEILING MOUNTED FLUORESCENT/INDUCTION/LED FIXTURE - CAPITAL LETTER DENOTES TYPE, NUMBER DENOTES CIRCUIT, SMALL LETTER DENOTES SWITCH LEG. WALL MOUNTED/CEILING/HUNG LINEAR FIXTURES - LETTERS & NUMBERS SIMILAR TO FIXTURES ABOVE. HALF SOLID FIXTURE INDICATES FIXTURE IS ON AN EMERGENCY OR UNSWITCHED LIGHTING CIRCUIT. NUMBER DENOTES DUPLEX CONVENIENCE OUTLET - CIRCUIT, INCHES DENOTE MOUNTING HEIGHT IF OTHER THAN NORMAL, LETTERS SPECIFY OTHER CONDITIONS ie: WP, DP, OR GFI. GFI WP 24'' A/1 d A/1 d E/1E/1 A/1 d A/1 DEVICE SYMBOLS 3 a PS J J T RTR GFCI RECEPTACLE. ABOVE COUNTER RECEPTACLE FLOOR MOUNTED RECEPTACLE DOUBLE DUPLEX RECEPTACLE REMOTE TEST/RESET (RTR) BELOW-GRADE HANDHOLE/PULLBOX (SEE TYPICAL DETAIL) SPECIAL PURPOSE RECEPTACLE JUNCTION BOX-CEILING/WALL MOUNTED MECHANICAL THERMOSTAT PHOTO SENSOR SWITCH-NO MARKING IS SINGLE POLE, 2 IS DOUBLE POLE, 3 IS 3-WAY, 4 IS 4-WAY MOTOR CIRCUITRY - EXPOSED, SURFACE MOUNTED CIRCUITRY - BELOW GRADE OR FLOOR CIRCUITRY - CONCEALED IN STRUCTURE GROUND PUSHBUTTON CONTROL STATION DISCONNECT SWITCH ACROSS THE LINE STARTER LIGHTING CONTACTOR (SEE RESPECTIVE PLAN NOTE) PAD MOUNT FEEDPOINT (SEE TYPICAL DETAIL) C OTHER ALARM HORN/STROBE (NUMBER INDICATES CANDELA RATING.) MAGNETIC DOOR HOLDER FIRE SPRINKLER TAMPER SWITCH FIRE SPRINKLER FLOW SWITCH DRY SYSTEM PRESSURE SWITCH 'E' INDICATES EXISTING DEVICE TO REMAIN DOOR ACCESS CONTROLLER MAGNETIC DOOR SWITCH SECURITY KEYPAD CARD READER (PROXIMITY TYPE) ELECTRIC DOOR STRIKE INTERCOM STATION 15 V FL D PS E KP S DS CR ES A DAC P FACP FAAP RE P VC REQUEST TO EXIT PAGING SYSTEM HORN PAGING SYSTEM SPEAKER VOLUME CONTROL FIRE ALARM CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR PANEL TELEPHONE OUTLET 'W' INDICATES WALL MOUNT AT +48'' DATA OUTLET TELEPHONE/DATA OUTLET SECURITY CAMERA WIRELESS ACCESS POINT (WAP) CONDUIT SIZE & TYPE CONDUCTOR SIZE OR TYPE QUANTITY OF CONDUCTORS 2 - 1/C - #12 - 3/4" NUMBER OF CABLES PER CABLE REFER TO CONDUCTOR & CONDUIT SCHEDULE(s) CIRCUIT LEGENDCIRCUIT DESIGNATOR C9999 NUMERALS INDICATE CIRCUIT NUMBER 'C' PREFIX INDICATES THE CIRCUITS CONDUIT CONTAINS OTHER CIRCUITS, OR IS AN EMPTY CONDUIT. LEADER ADDED FOR CLARITY WHEN SHOWN IC DEMOLITION LEGEND ITEMS TO BE REMOVED ITEMS TO BE REUSED LINETYPE LEGEND NEW EQUIPMENT EXISTING EQUIPMENT FUTURE EQUIPMENT GENERAL NOTES 1.AE2S ELECTRICAL DRAWINGS ARE INTENDED TO BE REPRODUCED IN COLOR. AE2S ASSUMES NO LIABILITY FOR CONTRACTORS CHOOSING TO REPRODUCE THESE DRAWINGS IN BLACK AND WHITE OR AT A SCALE WHICH REDUCES LEGIBILITY. 2.EXISTING PUMP STATION MUST REMAIN IN VIRTUALLY CONTINUOUS OPERATION DURING CONSTRUCTION. COORDINATE SEQUENCING, SWITCHOVERS, AND SHORT DOWNTIME PERIODS WITH LOCAL UTILITY COMPANY, THE OWNER, AND THE ENGINEER DURING CONSTRUCTION 3.COORDINATE THE INSTALLATION OF ALL BELOW-GRADE AND CAST-IN-PLACE CIRCUITRY WITH OTHER TRADES. 4.CONTRACTOR SHALL RETURN ALL DISTURBED SURFACES AND SOILS TO ORIGINAL OR PRE-CONSTRUCTION CONDITION UNLESS SPECIFICALLY INDICATED OTHERWISE. 5.CONTRACTOR SHALL LOCATE OR SHALL HAVE THE SERVING UTILITIES LOCATE ALL UNDERGROUND CABLE, CONDUITS, PIPING, UTILITIES, ETC., PRIOR TO COMMENCING CONSTRUCTION (UNDERGROUND EXCAVATION). CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES DUE TO CONSTRUCTION ACTIVITIES. 6.EXISTING AND/OR NEW UNDERGROUND CONDUITS, DUCTBANK, AND OTHER CIRCUITRY SHOWN ON THE PLANS ARE INTENDED TO BE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR FIELD CONFIRMING ALL CIRCUITRY AND ROUTING. 7.CORE DRILL EXISTING STRUCTURES AS REQUIRED FOR NEW CONDUIT INSTALLATIONS. PATCH AROUND PENETRATIONS WITH NON-SHRINK GROUT AND PAINT TO MATCH SURROUNDING SURFACES WHERE APPLICABLE. 8.PLUG ALL UNUSED OPENINGS IN PANELS/EQUIPMENT LEFT BY REMOVALS, CUT OFF ALL ABANDONED CONDUITS FLUSH WITH SURFACES AND FILL WITH NON-SHRINK GROUT 9.REFER TO EXISTING ELECTRICAL DRAWINGS FOR SITE PLAN DETAILS/CIRCUITRY. 10.FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTE CONDUIT ON BUILDING EXTERIOR UNLESS NOTED OTHERWISE. 11.WHERE THE PLANS CALL FOR DISCONNECTION AND REMOVAL OF CIRCUITRY (CONDUCTOR AND CONDUIT), COMPLETE CONDUIT REMOVAL MAY NOT BE PRACTICAL DUE TO THE LIMITS OF OTHER CONSTRUCTION. IN SUCH CASES, THE CONTRACTOR SHALL DISCONNECT AND REMOVE ALL CIRCUITS FROM CONDUITS THAT ARE TO BE DEMOLISHED, SHALL REMOVE THE CONDUITS TO 18'' MINIMUM BELOW GRADE, AND SHALL BE ALLOWED TO CUT OFF THE CONDUITS AND ABANDON IN PLACE. THIS APPROACH SHALL ONLY BE USED WHERE LARGE SCALE EXCAVATION DUE TO OTHER CONSTRUCTION ACTIVITIES IS NOT PLANNED IN AN AREA. ALL SUCH CONDUIT ABANDONMENT IN PLACE SHALL BE CONFIRMED WITH THE ENGINEER PRIOR TO DOING SO. 12.SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PROCESS DRAWINGS FOR EXACT EQUIPMENT, PIPING, AND BUILDING LAYOUTS. 13.ALL CONDUCTORS SHALL BE STRANDED COPPER UNLESS SPECIFICALLY NOTED OTHERWISE. 14.PROVIDE AS BUILT DRAWINGS. DRAWINGS SHALL BE NEAT AND LEGIBLE. 15.COORDINATE ELECTRICAL WORK WITH OTHER TRADES. 16.PROVIDE PANEL SCHEDULES FOR ALL NEW AND/OR MODIFIED PANELS. SCHEDULES SHALL BE TYPED. 17.ANY ELECTRICAL BOX THAT BECOMES ABANDONED DURING THE COURSE OF THE PROJECT SHALL HAVE A BLANK COVERPLATE. 18.VERIFY LOCATION OF ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH-IN. 19.WHERE OTHER ELECTRICAL DEVICES ARE LOCATED ADJACENT TO LIGHT SWITCHES, MOUNT ALL DEVICES AT THE SAME CENTER LINE ELEVATION. WHERE ELECTRICAL DEVICES ARE NOT LOCATED ADJACENT TO LIGHT SWITCHES, MOUNT DEVICES AT 48'' A.F.F., UNLESS NOTED OTHERWISE. 20.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 21.FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 22.ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL, AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION, AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. 23.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 24.CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN THEIR BID, COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 25.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. 26.WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 27.VERIFY THE EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. 28.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 29.SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS ETC. SHALL BE CONNECTED AND OPERABLE. 30.ALL CONDUIT SHALL BE GALVANIZED RIGID STEEL UNLESS SPECIFICALLY NOTED OTHERWISE, WITH CAST 'FS' STYLE BOXES. FINAL EQUIPMENT CONNECTIONS SHALL UTILIZE LIQUID-TIGHT METALLIC FLEX WITH APPROVED FITTINGS. 31.ALL LIGHTING AND RECEPTACLE CIRCUITRY CONDUCTOR QUANTITY AND CONDUIT IS THE RESPONSIBILITY OF THE CONTRACTOR. CIRCUITRY IS TO BE A MINIMUM OF #12AWG SOLID COPPER IN 3/4'' CONDUIT, QUANTITY AS REQUIRED. 32.ALL CABLE CONNECTIONS SHALL BE TORQUED ACCORDING TO MANUFACTURER REQUIREMENTS, UL STANDARD 486A-B, NEC ANNEX I AS APPLICABLE. ADDITIONALLY, CONTRACTOR SHALL MARK EACH PROPERLY TORQUED BOLT/LOCKWASHER/NUT ASSEMBLY WITH A PERMANENT PAINT STRIPE OVER BOTH THE BOLT/LOCKWASHER/NUT ASSEMBLY AND THE LUG ASSEMBLY TO INDICATE ANY CHANGES IN THE POSITION OVER TIME. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E S 18 RCP18 RCP18 RCP18 RCP18 RCP 6 S D W 14 W UGE UGE UGE UGE 4 S D 4 S D 4 S D 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S 10 S S WW WW S ●● ● ● ● ● ● ● ●●●●●●●●●● ● ● ● ● ● ● ● ● ● ●●●●●●●●●● ● ● ● ●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●● \ \ \ \\\\\\\ \ \\\\\\\ FO FO FO FO \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ UGE UGE UGE U G E UG E 14 W 14 W 14 W 8 S D 8 S D 8 S D 12 S D 12 S D 6 SD 6 SD W W W W T T FO FO FO F O FO FO T T T T T T T T T T T T T T T T 12 S D 12 S D 12 S D 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD 12 SD U G E U G E UG E S S W E E E W W W W W V V V V V V V V V V V W MW GP GP W W W D D 24 " C M P 24 " C M P 78" AQUEDUCT BANGERTER HWY (SR-154) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD TT FO FO FO E F O E E E FO FOE Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - S i t e P l a n . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 0 : 5 4 : 5 9 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SI T E 0 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H OV E R A L L E L E C T R I C A L S I T E P L A N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E002 GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. N H R O T 1 E002 OVERALL ELECTRICAL SITE PLAN 20'0 20'40' EXISTING RESERVOIR EXISTING JVWCD PUMP STATION 10 2 0 0 S O U T H 1 E003 1 E004 CONSTRUCTION NOTES NEW IN-GROUND FIBERGLASS HANDHOLE. SEE DETAILS AND SECTION (26 05 34) FOR ADDITIONAL REQUIREMENTS. CONTRACTOR TO PULL FIBER AND AC POWER CIRCUITS TO EXISTING CAMERA LOCATION JUNCTION BOX. OWNER TO TERMINATE AND PROVIDE HARDWARE. CONTRACTOR SHALL ABANDON IN PLACE EXISTING CONDUIT. AC POWER CONDUIT FROM NE SECURITY CAMERA (SW36-CAM-6) SHALL TERMINATE AT PANEL L1. HANDHOLE SHOWN SHALL BE PROVIDED WITH A LISTED DIVIDER TO PROVIDE SEPARATION BETWEEN THE FIBER OPTIC AND POWER CIRCUITING SHOWN 1 2 3 4 MH-005 1 1143 MH-003 1 1144 1143 1105 MH-0011 MH-002 1 MH-004 1 2 NEW JVWCD PUMP STATION 2 E002 NORTH EAST EXTERIOR SECURITY CAMERA 2 E002 EXISTING NE SECURITY CAMERA (SW36-CAM-6) 2 EXISTING NORTHEAST SECURITY CAMERA (SW36-CAM-6) 1105 1144 1105 1144 PANEL L13 4 1143 1144 4 1105 1105 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER S 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 36 W 36 W 36 W 36 W UG E UG E UG E UG E UG E UG E 4 S D 4 S D 4 S D 4 S D 4 S D 4 S D WW ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● \\ \\\ \\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \ \ FO FO FO FO FO FO \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ U G E UG E UG E UG E UG E UG E UG E UG E UGEUGE 14 W 14 W 14 W 14 W 14 W 8 S D 8 S D 8 S D 8 S D 8 S D 12 S D 12 S D 12 S D 12 S D 12 S D 6 S D 6 S D 6 SD W 12 S D 12 S D 12 S D 12 S D 12 S D E E W V V V V V V V W W 8 S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD T T FO FO FO FO FO FO E FO FO FO E E FO FO FO FO FO E Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - S i t e P l a n . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 0 : 5 4 : 5 9 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SI T E 0 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EN L A R G E D E L E C T R I C A L S I T E P L A N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E003 GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 3.SEE ONE-LINE AND PLAN VIEW DRAWINGS, AND CONDUCTOR AND CONDUIT SCHEDULES FOR ADDITIONAL INFORMATION ON ALL ELECTRICAL EQUIPMENT SHOWN. N H R O T 1 E003 ENLARGED ELECTRICAL SITE PLAN 10'0 10'20' SW36-XFMR-T2 SW36-MTR-CAB SW36-SWGR1 NEW JVWCD PUMP STATION SW36-XFMR-T1 SW36-ATS1 MH-001 NEW FIBER CONDUIT ROUTE EXISTING JVWCD PUMP STATION MAIN1 TIE MAIN2 PANEL H1 SW36-NWP1 SW36-CP1PANEL L1 1001 1002 1003 1006 1008 1011 ~ 1009 1014 1010 1016 1012 1108 1015 1007 SW36-JBOX-1 SW36-JBOX-2 CONSTRUCTION NOTES NEW IN-GROUND FIBERGLASS HANDHOLE. SEE DETAILS AND SECTION (26 05 34) FOR ADDITIONAL REQUIREMENTS. CONTRACTOR PROVIDED CONCRETE PAD. SEE ELECTRICAL DETAILS FOR ADDITIONAL REQUIREMENTS. SEE THE STRUCTURAL DRAWINGS FOR REQUIREMENTS PERTAINING TO TRANSITIONING THROUGH THE BUILDING FOUNDATION WALL. FIBER CONTINUED TO EXISTING NETWORK PANEL USING RIGID METAL CONDUIT CONTRACTOR PROVIDED CONCRETE PAD. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENT. CONTRACTOR TO FURNISH AND INSTALL FIBERCRETE BOX PAD UNDER THE SWITCHGEAR SHOWN. THE BOX PAD SHALL BE 48" IN DEPTH AND BE OF DIMENSION TO BE COMPATIBLE WITH THE PAD MOUNT SWITCH AS SPECIFIED IN SECTION (26 14 00). PROVIDE GRANULAR BASE BELOW THE BOX PAD FOR SUPPORT AS SPECIFIED BY THE BOX PAD MANUFACTURER. SEE PLAN VIEW DRAWINGS FOR ADDITIONAL INFORMATION/REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR ASPHALT RESTORATION. SERVICE LATERAL CONSISTING OF ONE 6” PVC CONDUIT AND MEDIUM VOLTAGE CABLES FROM RISER POLE TO LINE SIDE OF METERING CABINET. CONTRACTOR SHALL COORDINATE WITH ROCKY MOUNTAIN POWER AND PROVIDE 6” CONDUIT STUB FROM BOTTOM OF METERING CABINET TO RISER POLE PER ROCKY MOUNTAIN POWER REQUIREMENTS. CONDUIT AND TRENCHING BY CONTRACTOR. CONDUCTORS AND TERMINATION BY ROCKY MOUNTAIN POWER.” UNDERGROUND SERVICE ENTRANCE CONDUCTORS PROVIDED BY CONTRACTOR FROM LOAD SIDE OF METERING CABINET TO LINE SIDE OF SWITCHGEAR. ALL SECONDARY SERVICE CONDUCTORS SHALL BE CONCRETE ENCASED WHERE THEY RUN THROUGH THE BUILDING INTERIOR TO THE TERMINATION POINT. UNDERGROUND MEDIUM VOLTAGE FEEDERS PROVIDED BY CONTRACTOR FROM LOAD SIDE OF SWITCHGEAR TO PRIMARY COMPARTMENT OF PAD MOUNT TRANSFORMERS. SEE CONDUCTOR AND CONDUIT SCHEDULE FOR FINAL TERMINATION LOCATION. EXTEND CIRCUITING AS REQUIRED. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 MH-0021 MH-004 1 1105 1105 2 5 2 2 2 GEN1-ACP 1013 ~ 1105 3 3 4 SW36-GEN1 NOTE: EXISTING SPARE TRANSFORMER (SW36-XFMR- T2) TO BE RELOCATED TO POSITION SHOWN BY CONTRACTOR. MH-003 1 6 1002 1003 ~ 1004 7 8 1000 10 9 12 12 13 11 11 1105 1143 1144 1144 1143 1105 1144 EXISTING PRIMARY METERING CABINET TO REMAIN IN OPERATION EXISTING XFMR TO REMAIN IN OPERATION EXISTING XFMR TO REMAIN IN OPERATION 11 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER S 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 18 R C P 36 W 36 W 36 W 36 W UG E UG E UG E UG E UG E UG E 4 S D 4 S D 4 S D 4 S D 4 S D 4 S D WW ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● \\ \\\ \\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \ \ FO FO FO FO FO FO \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ U G E UG E UG E UG E UG E UG E UG E UG E UGEUGE 14 W 14 W 14 W 14 W 14 W 8 S D 8 S D 8 S D 8 S D 8 S D 12 S D 12 S D 12 S D 12 S D 12 S D 6 S D 6 S D 6 SD W 12 S D 12 S D 12 S D 12 S D 12 S D E E W V V V V V V V W W 8 S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD T T FO FO FO FO FO FO E FO FO FO E E FO FO FO FO FO E Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - S i t e P l a n . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 0 : 5 4 : 5 9 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SI T E 0 0 4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EN L A R G E D E L E C T R I C A L G R O U N D I N G P L A N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E004 GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. CONSTRUCTION NOTES BARE COPPER GROUNDING ELECTRODE CONDUCTOR OF SIZE SHOWN BURIED AT A MINIMUM DEPTH OF 30". 5/8"x10' COPPER CLAD STEEL GROUND ROD WITH TOP MOUNTED AT MINIMUM OF 18" BELOW GRADE. ATTACHED TO GROUND CONDUCTOR WITH IRREVERSIBLE IEEE 837 TYPE COMPRESSION FITTING. PROVIDE A GROUND TEST WELL AS SHOWN IN THE STANDARD DETAILS DRAWING. PROVIDE AN UFER ELECTRODE IN FOOTING AT LOCATION SHOWN. SEE STANDARD DETAILS FOR ADDITIONAL INFORMATION. BARE COPPER CONDUCTOR OF SIZE SHOWN BONDED TO GENERATOR FRAME GROUND. BARE COPPER CONDUCTOR OF SIZE SHOWN ROUTED UP THROUGH THE PUMP BASE AND BONDED TO THE MOTOR FRAME GROUND. BARE COPPER CONDUCTOR OF SIZE SHOWN BONDED TO THE FLOW METER FLOW ELEMENT. BARE COPPER CONDUCTOR OF SIZE SHOWN BONDED TO THE METALLIC ELEVATED MAINTENANCE PLATFORM. BARE COPPER CONDUCTOR OF SIZE SHOWN BONDED TO THE METALLIC WATER PIPING. PROVIDE A 5 FT COIL OF BARE COPPER CONDUCTOR OF SIZE SHOWN TO BE USED TO BOND THE FUTURE PUMP AND MOTOR TO THE GROUND GRID. PROVIDE A GROUND BAR SECURED TO THE INTERIOR WALL AT LOCATION SHOWN. SEE STANDARD DETAILS FOR ADDITIONAL REQUIREMENTS. GROUNDING ELECTRODE TO BUILDING ROOFTOP LIGHTING PROTECTION SYSTEM. SEE LIGHTNING PROTECTION DRAWING FOR ADDITIONAL REQUIREMENTS. 1 2 3 4 5 6 7 8 9 10 11 12 SW36-MTR-CAB SW36-SWGR1 NEW JVWCD PUMP STATION SW36-ATS1 MAIN1 MAIN2XFMR T3 XFMR T4 SW36-GEN1 ~ 8 ~ 7 ~ 9 #4/0 #4/0 #4/0 #4/0 5 5 5 5#4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0#6#6 #2#2#2#2#2#2 #4/0 ~ 9 #2 ~ 8 #6 6 (TYP.) #4/01 (TYP.) 2 (TYP.) 3 #4/0 #4/0 #4/0 4 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 #4/0 N H R O T 1 E004 ENLARGED ELECTRICAL GROUNDING PLAN 10'0 10'20' EXISTING JVWCD PUMP STATION #4/0 11 #4/0 10 10 10 ~~12 12 #4/0 ~ 12 #4/0 SW36-XFMR-T2SW36-XFMR-T1 #4/0 #4/0 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER DISCHARGE TO 57W & 102S FUTURE SOUTHWEST AQUEDUCT TO / FROM 36W AND 102S TANK AND ORIGINAL PUMP STATION GRATING OVERTOP CONCRETE SUMP PIT UP UP SURGE TANK FE-02425PIT-02415 HATCH ABOVE PIT-02416 PDIT-02492 1 2 1 4 FLS-02418 3 J TNK-02492 GALLERY 001 SURGE CONTROL MANIFOLD 5 PSL-024556 PSL-024566 PSL-024576 PSL-02451A7 PSL-02452A7 PSL-02453A7 EVA-02476 (FUTURE) FIT-02424 (FUTURE) 8 9 ZIC-02491 10 GENERAL NOTES 1. SEE SHEET E001 FOR GENERAL NOTES. 2. ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. CONSTRUCTION NOTES • PRESSURE INDICATING TRANSMITTER (40 91 00) FURNISHED BY THE CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • FLOW METER FLOW ELEMENT (40 71 00) FURNISHED BY CONTRACTOR. CIRCUITING EXTENDED TO FLOW INDICATING TRANSMITTER LOCATED ON OPERATIONS LEVEL. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • FLOOD SWITCH (40 91 00) FURNISHED BY THE CONTRACTOR. INSTALL AS PER MANUFACTURER'S INSTUCTIONS. ROUTE MANUFACTURER'S CABLE INTO GENERAL PURPOSE JUNCTION BOX LOCATED NEXT TO OR ABOVE SWITCH. CONVERT TO BUILDING WIRE PRIOR TO EXTENDING CIRCUIT TO THE SPECIFIED DESTINATION. CONFRIM EXACT MOUNTING LOCATION. • DIFFERENTIAL PRESSURE TRANSMITTER (40 91 00) FURNISHED BY SURGE TANK VENDOR AND INSTALLED BY CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • SURGE CONTROL MANIFOLD FURNISHED BY SURGE TANK VENDOR AND INSTALLED BY CONTRACTOR. • PRESSURE SWITCH FURNISHED BY THE CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • FUTURE PRESSURE SWITCH. CONTRACTOR TO PROVIDE CONDUIT TO BE USED FOR FUTURE CIRCUITING. SEE 'IC' DRAWINGS FOR CONDUIT REQUIREMENTS. • FUTURE CONTROL VALVE. CONTRACTOR TO PROVIDE CONDUIT TO BE USED FOR FUTURE CIRCUITINNG. SEE 'IC' DRAWINGS AND CONDUCTOR AND CONDUIT SCHEDULE FOR CONDUIT REQUIRMEMENTS. • FUTURE FLOW METER. CONTRACTOR TO PROVIDE CONDUIT TO BE USED FOR FUTURE CIRCUITINNG. SEE 'IC' DRAWINGS AND CONDUCTOR AND CONDUIT SCHEDULE FOR CONDUIT REQUIRMEMENTS. • HIGH PRESSURE BLOWOFF SWITCH (40 05 58) FURNISHED BY MECHANICAL CONTRACTOR AND CIRCUITED BY ELECTRICAL CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. 1 2 3 4 5 6 7 8 9 10 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ E _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 9 : 3 4 : 3 8 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. GA L L E R Y L E V E L P R O C E S S E L E C T R I C A L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E101 E101 1 GALLERY LEVEL PROCESS ELECTRICAL PLAN 0 2'4'6'8'10'12" N O R T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER T T T T PMP-02455-VFD PMP-02456-RVSS XFMR-T3-DISC MAIN1 TIE MAIN2 XFMR-T4XFMR-T3 VEST 103 TOILET 104 VEST 101 PUMP 102 PMP-02457-RVSS PMP-02451A-RVSS PMP-02452A-RVSS PMP-02453A-RVSS DN UP DN PMP-02455 PSH-02451A BFV3-02451A-EVA FLOOR HATCH PANEL H1 (SEC 1) 5 3 PSH-02452A BFV3-02452A-EVA 5 3 PSH-02453A BFV3-02453A-EVA 5 3 PSH-02457 BFV3-02457-EVA 4 1 PSH-02456 BFV3-02456-EVA PSH-02455 4 1 4 6 6 6 6 7 7 7 SEE SITE PLANS FOR CONDUIT CONTINUATION TSH1-02455 TSH2-02455 TSH3-02455 TSH4-02455 TSH5-02455 TSH6-02455 TSH7-02455 TSH8-02455 VSH-02455 MOTOR BEARING RTDS (TYP.) MOTOR WINDING RTDS (TYP.) MOTOR VIBRATION SENSOR (TYP.) PMP-02456 6 TSH1-02456 TSH2-02456 TSH3-02456 TSH4-02456 TSH5-02456 TSH6-02456 TSH7-02456 TSH8-02456 VSH-02456 PMP-02457 6 TSH1-02457 TSH2-02457 TSH3-02457 TSH4-02457 TSH5-02457 TSH6-02457 TSH7-02457 TSH8-02457 VSH-02457 PMP-02451A 7 TSH1-02451A TSH2-02451A TSH3-02451A TSH4-02451A TSH5-02451A TSH6-02451A TSH7-02451A TSH8-02451A VSH-02451A ELEVATED PLATFORM TOP AT 7'-0' A.F.F. PMP-02452A 7 TSH1-02452A TSH2-02452A TSH3-02452A TSH4-02452A TSH5-02452A TSH6-02452A TSH7-02452A TSH8-02452A VSH-02452A PMP-02453A 7 TSH1-02453A TSH2-02453A TSH3-02453A TSH4-02453A TSH5-02453A TSH6-02453A TSH7-02453A TSH8-02453A VSH-02453A TIT-024198 FIT-02424 FIT-02425 SW36-JBOX-1 SW36-JBOX-2 92 92 PANEL L1 GEN1-ACP CMP-02490 1312 10 9 9 9 PANEL H1 (SEC 2) 15 15 11 SW36-CP1 SW36-NWP1 SW36-SEC1 14 ~ ~ GENERAL NOTES 1. SEE SHEET E001 FOR GENERAL NOTES. 2. ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. CONSTRUCTION NOTES • ELECTRIC VALVE ACTUATOR (40 92 00) PROVIDED BY CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • MAGNETIC FLOWMETER TRANSMITTER (FURNISHED BY GENERAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR) AS INDICATED BY TAGNAME. • FUTURE ELECTRIC VALVE ACTUATOR AS SHOWN. CONTRACTOR TO PROVIDE CONDUIT SHOWN TO BE USED FOR FUTURE CIRCUITING. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • PRESSURE SWITCH PROVIDED BY THE ELECTRICAL CONTRACTOR. SEE 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • FUTURE PRESSURE SWITCH. CONTRACTOR TO PROVIDE CONDUIT TO BE USED FOR FUTURE CIRCUITING. SEE 'IC' DRAWINGS FOR CONDUIT REQUIREMENTS. • 4160V PUMP MOTOR PROVIDED BY CONTRATOR WITH INTEGRAL BEARING RTDs, WINDING RTDs, AND PUMP VIBRATION SENSORS. SEE ONE-LINE AND 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS AND OTHER INFORMATION. CIRCUIT SHALL BE CAST IN PLACE AS SHOWN TO THE ASSOCIATED MOTOR CONTROLLER. • PUMP MOTOR AND ASSOCIATED PUMP/MOTOR INSTRUMENTATION. CONTRACTOR TO PROVIDE CONDUIT SHOWN TO BE USED FOR FUTURE CIRCUITING. SEE ONE-LINE AND 'IC' DRAWINGS FOR CIRCUITING REQUIREMENTS. • AMBIENT TEMPERATURE INDICATING TRANSMITTER (40 91 00) FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MOUNT AT 60" ABOVE FINISHED FLOOR. • EQUIPMENT TO BE ATTACHED TO ALUMINUM PLATE MOUNTED ON WALL OR STRUT RACK. REFER TO ELECTRICAL DETAILS FOR ADDITIONAL DETAILS AND REQUIREMENTS. COORDINATE INSTALLATION LOCATION WITH OWNER/ENGINEER. • 4" CONCRETE HOUSEKEEPING PAD WITH 3/4" CHAMFERED EDGES. • GENERATOR ANNUNCIATOR CONTROL PANEL (GEN-ACP). SEE ONE-LINE FOR ADDITIONAL REQUIREMENTS. • CONTROL PANEL ENCLOSURE (60"W X 72"H X 20"D) SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. CONTROL PANEL BACKPLANE SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR AND TURNED OVER TO OWNER FOR INSTALLATION OF CONTROL PANEL COMPONENTS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CIRCUITING ACCORDING TO CONDUCTOR AND CONDUIT SCHEDULE. ELECTRICAL CONTRACTOR SHALL LEAVE A MINIMUM OF 6' OF CABLE FOR TERMINATION WITHIN THE CONTROL PANEL AND LABEL EACH WIRE WITH APPROPRIATE TAGGING. OWNER SHALL INSTALL AND TERMINATE COMPONENTS AND CIRCUITS ON CONTROL PANEL BACKPLANE • NETWORK PANEL TO BE FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. NETWORK PANEL COMPONENTS, DEVICE CIRCUITING, AND TERMINATION PROVIDED BY OWNER. • SECURITY PANEL TO BE FURNISHED BY CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. SECURITY PANEL COMPONENTS, DEVICE CIRCUITING, AND TERMINATION PROVIDED BY CONTRACTOR. PANEL TO BE HOFFMAN A36H3008SS6LP3PT. • NEMA TYPE 12,12"H X 12"W X 6"D JUNCTION BOXES FOR USE AS PULL THROUGH BOXES FOR CIRCUITS AS OUTLINED ON SHEET E003 AND THE CONDUCTOR AND CONDUIT SCHEDULE. NO SPLICES SHALL BE ALLOWED IN THESE JUNCTION BOXES. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ E _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 9 : 3 4 : 3 9 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. OP E R A T I O N S L E V E L P R O C E S S E L E C T R I C A L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E102 E102 1 OPERATIONS LEVEL PROCESS ELECTRICAL PLAN 0 2'4'6'8'10'12" N O R T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER ACCESS HATCH WALKWAY INT-02440 1 INT-02441 1 INT-02442 1 INT-02443 1 INT-02444 1 INT-02445 1 J J J J J J 2 3 3 3 3 3 3 JBOX-INT INTERIOR MOUNTED EQUIPMENT GENERAL NOTES 1. SEE SHEET E001 FOR GENERAL NOTES. 2. ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. CONSTRUCTION NOTES • ROOF HATCH MAGNETIC DOOR SWITCH (40 91 00) FURNISHED AND INSTALLED BY THE CONTRACTOR. SEE THE SECURITY SYSTEM ONE- LINE AND 'IC' DRAWINGS FOR ADDITIONAL REQUIREMENTS. ELECTRICAL CONTRACTOR TO INSTALL 4" SQUARE JUNCTION BOX NEAR EACH DOOR SWITCH FOR SPLICING AND EXTENDING THE DOOR SWITCH FACTORY WIRING. • CONTRACTOR PROVIDED 12" X 12" X 6" NEMA 12 JUNCTION BOX TO BE USED AS MARSHALLING PULL BOX FOR THE DOOR POSITION SWITCHES SHOWN. JUNCTION BOX TO BE MOUNTED TO INTERIOR ROOF TRUSS. COORDINATE FINAL MOUNTING LOCATION IN FIELD. • CONTRACTOR PROVIDED SINGLE GANG BOX TO BE USED AS A JUNCTION BOX TO SPLICE AND EXTEND THE DOOR POSITION SWITCH FACTORY WIRING. JUNCTION BOX TO BE MOUNTED ON INTERIOR OF ROOF STRUCTURE. 1 2 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ E _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 9 : 3 4 : 4 0 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. RO O F L E V E L P R O C E S S E L E C T R I C A L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E103 E103 1 ROOF LEVEL PROCESS ELECTRICAL PLAN 0 2'4'6'8'10'12" N O R T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER GALLERY 001 GRATING OVERTOP CONCRETE SUMP PIT UP UP SURGE TANK HATCH ABOVE DISCHARGE TO 57W & 102S FUTURE SOUTHWEST AQUEDUCT A/15 a A/15 a A/15 a A/15 a A/15 a A/15 a A/15 a E1/15 A/15 a D/15 a D/15 a D/15 a A/15 a a a A/15 A/15 E1/15 A/15 a 3a A/15 a A/15 a A/a E1/15 D-2 D-1 3a LOCATED BELOW SPU-2 CONTROL PANEL SPU-2 1 TO / FROM 36W AND 102S TANK AND ORIGINAL PUMP STATION SURGE TANK TNK-02492 2 2 13 2628 13 SPU-1 CONTROL PANEL 1SPU-1 LOCATED BELOW EX/15 CEILING MOUNTED EX/15 13 13 13 GENERAL NOTES 1. SEE SHEET E001 FOR GENERAL NOTES. 2. ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 3. ALL RECEPTACLES AND LIGHT FIXTURES SHOWN ON SHEET ARE FED FROM PANEL L1. ALL HOME RUNS GREATER THAN 50' SHALL BE #10 AWG MINIMUM. PROVIDE 600V RATED DIMMING CONDUCTORS FOR ALL INTERIOR AND EXTERIOR LIGHTING CIRCUITS. 4. PANELBOARD BRANCH CIRCUITS ARE NOT SHOWN ON ONE-LINE DIAGRAMS. PROVIDE CONDUCTOR(S) AND CONDUIT(S) TO LOADS AS NOTED ON FLOOR PLANS, PANEL SCHEDULES, MECHANICAL SYSTEMS EQUIPMENT SCHEDULE AND RESPECTIVE CONDUCTOR AND CONDUIT SCHEDULE(S). 5. LOCATIONS OF FIXTURES SHOWN ON PLANS IS APPROXIMATE AND MAY BE SHIFTED SLIGHTLY TO AVOID OBSTRUCTION AND PROVIDE MORE UNIFORM LIGHT. CONSTRUCTION NOTES • MECHANICAL EQUIPMENT PROVIDED BY DIVISION 23 AND CIRCUITED BY DIVISION 26. SEE THE MECHANICAL EQUIPMENT SCHEDULE, ONE-LINE DIAGRAMS AND CONDUCTOR AND CONDUIT SCHEDULES FOR ADDITIONAL DETAILS. • MECHANICAL EQUIPMENT PROVIDED BY DIVISION 23 AND CIRCUITED BY DIVISION 26. PROVIDE DEDICATED RECEPTACLE AS SHOWN CIRCUITED BACK TO RESPECTIVE BREAKERS IN PANEL L-1. SEE THE MECHANICAL EQUIPMENT SCHEDULE, MECHANICAL DRAWINGS AND THE ELECTRICAL PANEL SCHEDULES FOR MORE INFORMATION. 1 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ E _ v 2 0 . r v t 11 / 1 5 / 2 0 2 1 9 : 3 4 : 4 1 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. GA L L E R Y L E V E L L I G H T I N G , G E N E R A L P O W E R A N D M E C H A N I C A L P L A N SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E104 E104 1 GALLERY LEVEL LIGHTING, GENERAL POWER AND MECHANICAL PLAN 0 2'4'6'8'10'12" N O R T H SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER GR-1G T 12 3 27' T2 A B B B B A A No.A24: 24str x 14Ga BARE Alum CONDUCTOR B B B B D 12 3D D T GGR-3 D SEE DETAIL "A" C T SEE DETAIL "TR" GGR-2 1" PVC CONDUIT - BY ELEC CONTRACTOR - STUB OUT ABOVE LOWER ROOF DETAIL "D" N PERIM. = 280' ROOF PLAN AND LIGHTNING PROTECTION LAYOUT SCALE: 1/8" = 1'-0" 0 8'16' No.A55BT: 1/2" x 12" SOLID Alum BLUNT TIP AIR TERMINAL DETAIL "B" No.A688: ADHESIVE FLAT MOUNT POINT BASE No.A730: Alum ADHESIVE CABLE HOLDER @ 3'-0" O/C No.A24: 24str x 14Ga BARE Alum CONDUCTOR PRELIMINARY LAYOUT: M S =SECONDARY SIZE CABLE =MAIN, FULL SIZE CABLE LIGHTNING PROTECTION LAYOUT AND DETAILS SHOWN ARE BASED ON LIMITED INFORMATION. IT IS THE RESPONSIBILITY OF THE LIGHTNING PROTECTION SYSTEM INSTALLER TO VERIFY ACTUAL SITE CONDITIONS PRIOR TO STARTING ANY WORK. AND TO ENSURE THAT THE COMPLETED SYSTEM MEETS CODE & CERTIFICATION CRITERIA SPECIFIED. M No.A800: Alum BONDING STRAP M No.A240 or A240X: Alum PIPE BONDING CLAMP No.A702: Alum BONDING PLATE No.A142X: Alum SECONDARY BONDING CLAMP M S No.A423: Alum PARALLEL CABLE SPLICER No.A551M: Alum BONDING LUG M M S No.A143: Alum CABLE SPLICER M S M No.A142HD: Alum FLAT METAL BONDING CLAMP TYPICAL BONDING & SPLICING DETAILS 8. 9. 10. No.A561: Alum BONDING LUG 5. 6. 7. M 2. 3. 4. GENERAL AND INSTALLATION NOTES 1. PROJECTION ABOVE OBJECT PROTECTED IS 10''. (POINTS PROJECTING 24" MAY BE AND THAT MAXIMUM SPACING DOES NOT EXCEED 20'-0", AND THAT MINIMUM WITHIN 2'-0" OF OUTSIDE BUILDING EDGE, OUTSIDE CORNERS, AND RIDGE ENDS, LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO ENSURE THAT ALL POINTS ARE SPACED @ 25' MAX. ENSURE THAT ALL BENDS HAVE AT LEAST AN 8" RADIUS AND DO NOT EXCEED 90° . MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR AND CENTER MAXIMUM. VERIFY COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF ATTACH ALL EXPOSED ROOF, DOWN LEAD AND BONDING CABLES AT 3'-0" ON APPLICATIONS PRIOR TO INSTALLATION THEY BE LESS THAN 1'-0" BELOW GRADE AND 2'-0" FROM FOUNDATION WALL DRIVEN GROUND ELECTRODES SHALL BE INSTALLED AS SHOWN BUT IN NO INSTANCE SHALL BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS SHOWN AND AS REQUIRED RODS SHALL PENETRATE EARTH AT LEAST 10'-0". BY CODES. OTHER BUILDING GROUND SYSTEMS AS SHOWN OR AS REQUIRED BY CODE. INTERCONNECT LIGHTNING PROTECTION GROUND TO ELECTRIC, TELEPHONE, AND AND SYSTEM CERTIFICATION. ANY MAJOR VARIANCE SHALL ENTAIL RESUBMITTAL SYSTEM SHALL BE INSTALLED AS SHOWN TO ENSURE PROPER CODE COMPLIANCE "AS-BUILT" DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH CERTIFICATION AND NEW APPROVAL PROCEDURES. CONDUCTORS @ 10'-0" INTERVALS AND LABELS ON ALL AIR TERMINALS. ALL MATERIALS ARE UNDERWRITERS LABORATORIES APPROVED WITH LABELS ON THOMPSON LIGHTNING PROTECTION INC., 901 SIBLEY HWY. ST.PAUL, MN 55118 ALL MATERIALS SHOWN AND INTENDED FOR USE, ARE TO BE AS MANUFACTURED BY PHONE: 1-800-777-1230FAX: 651-455-2545 : : : : : : : : : TYPICAL SYMBOL LEGEND :AIR TERMINAL: MAIN CONDUCTOR LETTER DENOTES DETAIL TYPE DETAIL "G" COUNTERPOISE/GROUND CABLE AS/IF APPLICABLE THRU ROOF PENETRATION: LETTER DENOTES DETAIL TYPE THRU ROOF PENETRATION TO STEEL: LETTER DENOTES DETAIL TYPE BONDING CONNECTION: SEE SPECIFIC DETAIL CONNECTION TO EXISTING GROUND GRID BY OTHERS FULL DOWNLEAD TO GROUND STEEL COLUMN BOND TO GROUND EXPOSED/PITCHED DOWNLEAD TO GROUND : ZONE OF PROTECTION 2' - 0"MIN.NOTE: ALL CONDUIT/EXPOSED CABLE MUST BE SUPPORTED @ MAX. 36" O.C. AND CANNOT BE SECURED IN MORTAR JOINTS - MUST MAINTAIN 8" MIN. RADIUS BENDS. CONDUIT "LB'S" AND PRE-MADE 1" CONDUIT 90° BENDS ARE NOT PERMITTED. COPPERCLAD GROUND ROD No.TL3410: 3/4" x 10' No.29X: 29str x 17Ga BARE Cu CONDUCTOR No.519: 3/4" GROUND ROD CLAMP FINAL THRU-ROOF FLASHING BY ROOFING CONTRACTOR No.A730: Alum ADHESIVE CABLE HOLDER @ 3'-0" O/C No.A423: CAST Alum PARALLEL CABLE SPLICER No.29X: 29str x 17Ga BARE Cu CONDUCTOR GRADE 6" - 1'-0" MAX. ELECTRICAL CONTRACTOR 1" PVC CONDUIT BY TYPICAL DOWNLEAD ROUTING 2' MIN.SEE DETAIL "G"No.A24: 24str x 14Ga BARE Alum CONDUCTOR DETAIL "T" CABLE FROM ROOF DOWN TO GROUND 1" PVC CONDUIT - BY ELECTRICAL CONTRACTOR No.A166: Alum LOOP CABLE HOLDER @ 3'-0" O/C DETAIL "T2" SEE DETAIL "TR" No.A690: VERTICAL MOUNT POINT BASE -Alum No.A55BT: 1/2" x 12" SOLID Alum BLUNT TIP AIR TERMINAL D MOUNT POINT BASE - Alum No.A688: ADHESIVE FLAT No.A27: SWIVEL POINT ADAPTER - Alum No.A730: ADHESIVE CABLE HOLDER @ 3'-0" O/C No.A71A: Alum RIDGE MOUNT POINT BASE No.A24: 24str x 14Ga BARE Alum CONDUCTOR BOND TO ELECTRIC, GAS, WATER SERVICE @ CLOSEST LOCATION No.A55BT: 1/2" x 12" 17'DETAIL "A"No.A55BT: 1/2" x 12" SOLID Alum BLUNT TIP AIR TERMINAL No. A730: ADHESIVE CABLE HOLDER @ 3'-0" O/C SOLID Alum BLUNT TIP AIR TERMINAL DETAIL "C" DETAIL "TR"No.155: BIMETAL TRANSITIONAL FITTING 1" PVC SLEEVE TO BE FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR BEL O W G R A D E O R P E R C O N T R A C T R E Q U I R E M E N T S STUB C O N D U I T O U T A P P R O X I M A T E L Y 6 " - 1 2 " Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - L i g h t n i n g P r o t e c t i o n . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 1 4 : 2 8 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : PL A N 1 0 7 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LI G H T N I N G P R O T E C T I O N P L A N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E107 ALL DETAILS REFERENCE: THOMPSON LIGHTNING PROTECTION, INC. DRAWING No. 21-268 NOTE: A COMPLETE LIGHTNING PROTECTION SYSTEM IS REQUIRED. THOMPSON DRAWINGS AND DETAILS PROVIDED FOR REFERENCE ONLY. SEE SPECIFICATION SECTION (26 41 13) AND COORDINATE WITH LIGHTNING PROTECTION SUPPLIER. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W  PRO )E 6 6I O N A / EN G I N E E RPRO)E 6 6I O N A / EN G I N E E R 6TATE O ) U T A H NR  ADAM WAH/ER MATCH BOLT HOLE PATTERN OF CONNECTOR TO EQUIPMENT. LONG BARREL LUGS (TYP.) BURNDY HY GROUND COMPRESSION FITTINGS BURNDY HY GROUND COMPRESSION FITTINGS EQUIPMENT GROUNDING CONNECTION SCALE: NONE GRND001 #4/0 BARE STRANDED COPPER CONDUCTOR TO SERVICE ENTRANCE EQUIPMENT OR GROUND RODS. #4/0 TO GROUND ROD. SEE PLAN. #4/0 TO GROUND ROD. SEE PLAN. CONCRETE FOOTING #4/0 BARE COPPER CONDUCTOR - EMBED IN CONCRETE FOOTING FOR GROUNDING ELECTRODE BOND TO REINFORCING STEEL IN FOOTING. IRREVERSIBLE IEEE 837 TYPE COMPRESSION FITTING. ~ ~~ 20'-0'' MINIMUM 2 1 / 2 ' ' + / - 1 / 2 ' ' SCALE: NONE GRND004 UFER GROUND ELECTRODE DETAIL SE E F I X T U R E SC H E D U L E F O R MO U N T I N G I-BEAM CEILING TRUSS. PENDANT MOUNT. SEE MOUNTING HEIGHT ON FIXTURE SCHEDULE AND THE ARCHITECTURAL DRAWING TO DETERMINE PENDANT LENGTH WIRE GUARD OR SEALED GASKET LENS FINISHED FLOOR LIGHT FIXTURE HIGH BAY FIXTURE MOUNTING DETAIL LGHT007SCALE: NONE APPLICABLE TO: OPERATION LEVEL FIXTURES IRREVERSIBLE IEEE 837 TYPE COMPRESSION FITTING. #4/0 STRANDED Cu BARE GROUND WIRE 5/8" DIA.X10'-0" COPPER CLAD STEEL GROUND ROD HEAVY TRAFFIC RATED COVER ONE GROUND ROD TEST BOX W/EXTENSIONS 13'' I.D. CHRISTY TYPE 608 BOX. LABEL COVER ''GROUND TEST WELL'' GROUND TEST WELL DETAIL SCALE: NONE GRND007 ELEVATION WALL WALL MOUNTING BRACKET BAR 5/8'' BOLT INSULATOR SEALANT AT ALL PENETRATIONS TO WALL, TYP. COMPRESSION LUGS, USE STAR WASHERS, LOCKWASHERS AND RATED HARDWARE TO SECURE TO EXTERNAL GROUND BAR AND DATA RACKS. NEW 4''x20''x1/4'' THICK COPPER GROUND BAR 5/16'' TYP. 11/16'' TYP. #4/0 AWG SOLID COPPER CONDUCTOR. CADWELD TO GROUND BAR. CONNECT TO UFER GROUND. 1' - 8" 3/4'' 1 3/4'' 4 ' ' 1 1/2'' TYP. GROUND BAR DETAIL SCALE: NONE GRND003 SE E F I X T U R E SC H E D U L E F O R MO U N T I N G I-BEAM CEILING TRUSS PROVIDE MATCHING CORD & CAP ON FIXTURE STAINLESS STEEL CHAIN (LENGTH OF CHAIN DETERMINED BY MOUNTING HEIGHT) SEE FIXTURE SCHEDULE. WIRE GUARD OR SEALED GASKET LENS FINISHED FLOOR LIGHT FIXTURE CHAIN HUNG FIXTURE MOUNTING DETAIL SCALE: NONE LGHT002APPLICABLE TO: OPERATION LEVEL FIXTURES NOTE:USE EMT CONDUIT AND STAMPED STEEL BOXES AS NECESSARY ABOVE DRYWALL CEILING FOR LIGHTING CIRCUITING. 5/8'' DRYWALL WIRE GUARD OR SEALED GASKET LENS LIGHT FIXTURE SURFACE MOUNT FIXTURE WITH SUITABLE FASTENERS I-BEAM CEILING TRUSS SCALE: NONE LGHT018 FIXTURE CEILING MOUNTING DETAIL APPLICABLE TO: OPERATION LEVEL FIXTURES FLOOR OR LANDING CEILING CL STAINLESS STEEL STRUT AND ANCHORS TYPICAL STAINLESS STEEL STRUT AND ANCHORS TYPICAL FIXTURE TYPE 'XX' TYPICAL WALL WALL WALL AND CEILING FIXTURE MOUNTING DETAIL SCALE: NONE LGHT016APPLICABLE TO: GALLERY LEVEL AND EXTERIOR FIXTURES CO O R D I N A T E E X A C T MO U N T I N G H E I G H T WI T H E N G I N E E R JUNCTION BOX CONDUIT ROUGH-INS PER ACCESS CONTROL ONE-LINE 1-4/C-#18-3/4''C BUILDING MOUNTED CARD READER SECURE SIDE, SIZE AS REQUIRED MAGNETIC LOCK MANUFACTURER'S CABLE-3/4''C 1-2/C-#16 SHIELDED-3/4''C MANUFACTURER'S CABLE-3/4''C DOOR SWITCH DOOR MAGNET 10" SINGLE DOOR ROUGH-IN DETAIL SCALE: NONE SYSM001 NOTE: SEE SYSTEMS DRAWING AND THE SECURITY SYSTEM ONE-LINE FOR ADDITIONAL INSTALLED DEVICES ASSOCIATED WITH THE DOOR CONTROL PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S D _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 3 8 : 0 8 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. VA R I O U S D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E501 E501 1 E501 3 E501 5 E501 4 E501 2 E501 7 E501 6 E501 8 E501 9 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER HANDHOLE SHALL BE POLYMER CONCRETE/FIBERGLASS PULLBOX WITH NON-SKID COVER AND (2) STAINLESS STEEL PENTA HEAD COVER BOLTS. COVER SHALL BE RATED HEAVY DUTY, FOR 15,000LBS/100SQ. INCH ACCIDENTAL VEHICLE LOAD. QUAZITE #PG SERIES GASKETED W/#PG SERIES GASKETED COVER AND #PG SERIES OPEN BOTTOM EXTENSION OR EQUAL. INSTALL OVER 12'' GRAVEL BACKFILL. COORDINATE EXACT LOCATIONS. ENGRAVE COVERS ''FIBER OPTIC'' AS INDICATED ON PLANS. ASSUME 24''x24'' UNLESS INDICATED OTHERWISE. SPLICES SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OPEN BOTTOM BOX EXTENSION CONDUITS (DUCTS)/CABLES PER PLAN 12'' DEEP COMPACTED (1 CU YD. MIN. MATERIAL) GRAVEL BACKFILL (DRAINFIELD) UNDERNEATH HANDHOLE. FREE DRAINING AGGREGATE CONDUITS (DUCTS)/CABLES PER PLAN NOTE:COIL 10' MIN. EXTRA FIBER IN EACH HANDHOLE AS FUTURE MAINTENANCE LOOP. GRADE 9 " 2 4 " MANHOLE GROUNDING DETAIL SCALE: NONE EQPM005 3 6 " UNDERGROUND CONDUIT FROM AN OUTSIDE SOURCE POSSIBILITY OF MOISTURE BEING PRESENT LEAVE 'DRAINAGE' TEE OPEN-ENDED TO ALLOW ANY WATER OR MOISTURE TO DRAIN FROM CONDUIT CONDUIT SHALL ENTER BOTTOM OF CONTROL PANEL. ANY MOISTURE PRESENT WITHIN THE CONDUIT WILL DRAIN OUT PRIOR TO ENTERING THE ELECTRICAL EQUIPMENT ALL HORIZONTAL CONDUIT RUNS SHALL BE AT A LEVEL LOWER THAN THE CONTROL PANEL OR ANY OTHER ELECTRICAL EQUIPMENT SCALE: NONE EQPM020 CONDUIT 'DRAINAGE' TEE DETAIL NOTE: ANCHOR BOLTS OF SIZE, EMBEDMENT, AND TYPE PER MFR RECOMMENDATIONS FOR EQUIPMENT WEIGHTS AND FLOOR CONSTRUCTION NOTE: "W" = EQUIPMENT SIZE + 4" "H" = EQUIPMENT SIZE + 4" UN L E S S O T H E R W I S E N O T E D 3" ( T Y P ) OUTER LIMITS OF EQUIPMENT 1/4" SMOOTH ALUMINUM PLATE FOR MOUNTING EQUIPMENT. 1/2" RADIUS ON CORNERS AND ALL EDGES FILED SMOOTH. UNISTRUT P1000 CHANNEL WITH CLOSURE STRIPS AND END CAPS (TYPICAL) PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL STRUTS AND BASES AS REQUIRED TO PROPERLY SUPPORT LARGER EQUIPMENT. MAXIMUM SPACING OF VERTICAL IS 3'-0" SCALE: NONE EQPM222 WALL MOUNTED EQUIPMENT DETAIL "H" 3 ' - 9 " "W" EXISTING TOPSOIL NEW TOPSOIL MARKING TAPE THOROUGHLY TAMPED BACKFILL TWO LAYERS EXISTING GRADE SEED NEW GRADE (OVERFILL TO ACCOUNT FOR INITIAL SETTLING) EXISTING TOPSOIL NATIVE SOIL NATIVE SOIL NATIVE SOIL LIGHTLY TAMPED, MINIMUM 3" ABOVE AND BELOW POWER CABLE. FIBER OPTIC IN HDPE DUCT NATIVE SOIL TYPICAL FIBER TRENCH DETAIL SCALE: NONE EQPM042 6 " 1 2 " 2 4 " 1" BEYOND EQUIPMENT MAINTAIN 6" CLEARANCE FROM WALL OR EQUIPMENT AT REAR AND AT EACH SIDE OF TRANSFORMER TRANSFORMER HOUSING NUT & WASHER 3/8" THICK NEOPRENE PAD SET BOLT 3/8"x3-3/4"L INSERTED 2" DEEP INTO CONCRETE MINIMUM. (TYPICAL AT EACH FOUR CORNERS). 2" HIGH FORMED CONCRETE POURED ON TOP OF FINISHED FLOOR SLAB FOR EQUIPMENT HOUSEKEEPING PAD FINISH FLOOR SLAB SCALE: NONE EQPM014 TRANSFORMER PAD MOUNTING DETAIL APPLICABLE TO: SW36-XFMR T3 AND SW36-XFMR T4 EXTERIOR VIDEO CAMERA MOUNTING DETAIL SCALE: NONE EQPM089 EXTERIOR WALL NOTE: COORDINATE EXTERIOR CAMERA MOUNTING HEIGHT AND LOCATION WITH OWNER AND ENGINEER. JUNCTION BOX EXTERIOR 3/4" RMC FLUSH WITH EXTERIOR FINISH OF BUILDING. FILL OPENINGS AROUND CONDUIT WITH NON SHRINK GROUT. INTERIOR CAMERA AND PENDANT MOUNT KIT PROVIDED BY CONTRACTOR CAT6 CABLE, EXTEND OUTSIDE OF BUILDING THROUGH 3/4" RMC FRONT A SECTION A PAD NOTES 1. ALL REBAR SHALL BE #5 AND SHALL BE PLACED SO THAT IT DOES NOT EXTEND INTO THE DUCT OPENING. ALL CONCRETE SHALL BE OF SUCH A MIXTURE THAT IT WILL WORK READILY WITHOUT SEGREGATION AND WILL PROVIDE A MINIMUM STRENGTH OF 4,000 POUNDS PER SQUARE INCH AT 28-DAY TEST. THE PAD SURFACE SHALL BE LEVEL AND TROWELED SMOOTH. ALL EDGES SHALL BE SHAPED WITH A SUITABLE TOOL AS TO FORM ROUND EDGES. 2. FOR TRANSFORMERS, PLACE SECONDARY DUCTS AS FAR TO THE RIGHT AND TO THE REAR OF THE SECONDARY AREA AS POSSIBLE, AND PRIMARY DUCT(S) AS FAR TO THE LEFT OF THE PRIMARY AREA AS POSSIBLE (AS VIEWED FROM THE FRONT OF THE PAD). 3. SHALL HAVE A MINIMUM OF 12 FEET OF CLEAR WORKING SPACE AT FRONT OF EQUIPMENT AND MAINTAIN A MINIMUM CLEARANCE OF 4 FEET AT SIDES AND BACK OF PAD. 4. FOR TRANSFORMERS, INSTALL 5/8 INCH X 8 FEET COPPER CLAD GROUND ROD IN THE HIGH VOLTAGE OPENING OF THE TRANSFORMER PAD. THE TOP OF THE GROUND ROD SHALL BE 2 INCHES BELOW TOP OF PAD. NOTE: THE DETAIL ABOVE IS GENERALLY APPLICABLE TO SW36-SWGR1 WITH THE ADDITION OF A FIBERCRETE BOX PAD AS NOTED ON THE SITE PLANS. VA R I E S 12" 12"3" MIN. 9 1/2" VARIES 3" MIN. VARIES VARIES VARIES VARIES VARIES VARIES 4"4" CLR. ELECTRICAL EQUIPMENT PAD DETAIL SCALE: NONE STRU023 REBAR SPACED EVERY 16" OC RE B A R S P A C E D EV E R Y 1 6 " O C CONDUIT HOLD OUT AREA 10" NATIVE SOIL PROVIDE 12" OF 3/4" GRADE BASE COURSE FILL MATERIAL AS SPECIFIED IN SECTION (32 05 16) APPLICABLE TO: SW36-MTR-CAB, SW36-XFMR T1, SW36-ATS1, AND SW36-XFMR T2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 (t) 801-331-8489 (f) 801-901-6070 www.ae2s.com BI M 3 6 0 : / / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 J V W C D - 1 0 2 0 0 S o u t h P u m p S ta t i o n / 1 1 9 1 0 - 2 0 2 0 - 0 0 2 _ J V W C D 1 0 2 0 0 S o u t h P u m p S t a t i o n_ S D _ v 2 0 . r v t 11 / 1 7 / 2 0 2 1 9 : 3 8 : 0 8 A M SEPT. 2021 11910-2020-002 JJD AMW IPS CONST. VA R I O U S D E T A I L S SO U T H J O R D A N , U T A H JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N E502 E502 2 E502 3 E502 4 E502 1 E502 6 E502 5 E502 7 SYM DATE DESCRIPTION APPR 11-12-21 CONFORMED TO BID AMW 09-17-21 PRO F E S S I O NA L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE OF U T A H No. 10476031-2202 ADAM WAHLER SW36-NWP1 PMP-02455-VFD PMP-02456-RVSS PMP-02457-RVSS PMP-02451A-RVSS (FUTURE) PMP-02452A-RVSS (FUTURE) PMP-02453A-RVSS (FUTURE) SW36-CP1 EXISTING CONTROL PANEL E/IPE/IPE/IP E/IPE/IPE/IP E/IPE/IP E/ I P E/ I P E/ I P E/ I P E/ I P E/ I P REMOTE IO CHASSIS PMP-02455 MOTOR PMP-02456 MOTOR PMP-02457 MOTOR PMP-02451A MOTOR PMP-02452A MOTOR PMP-02453A MOTOR E/ I P E/ I P E/ I P E/ I P E/ I P E/ I P E/ I P E/ I P E/ I P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 E/ I P E/ I P E/IP E/ I P NEW PUMP STATION EXISTING JV 10200 PUMP STATION E/IP E/ I P E/IPE/IPE/IPE/IPE/IPE/IPE/IPE/IPE/IP M/TCPM/TCPM/TCPM/TCPM/TCPM/TCPM/TCP SW36-MCC1-PWR1 SW36-MCC1 SW36-MCC1-PWR2 1105 1104 1101 SW36-GEN1 SW36-ATS1 1102 1103 1098 1099 1100M/TCP M/TCP M/TCP M/TCP M/ T C P M/ T C P 1108 E/IP E/IP E/IP E/IP E/IP E/IP E/ I P E/IP E/IP E/IP E/IP SW36-CAM-1 SW36-CAM-2 SW36-CAM-3 SW36-CAM-4 SW36-CAM-5 SW36-DAC-101 DAC 1013 EXISTING NE CAMERA SW36-CAM-6 E/IPE/IPE/IPE/IPE/IP E/ I P E/ I P E/ I P M/TCPM/TCP M/ T C P 1106 SPRINKLER CONTROLLER 1144 1073 1155 1156 1157 1158 1159 1106A 1106B E/IP E/IP 1126 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - N e t w o r k D i a g r a m . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 5 : 1 7 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : DI A G 6 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PU M P S T A T I O N N E T W O R K D I A G R A M CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E601 1 E601 PUMP STATION NETWORK DIAGRAM PARTS LIST MARK DESCRIPTION OIT TOUCH SCREEN 8 PORT ETHERNET SWITCH REMOTE IO CHASSIS (SEE IO SCHEDULE) FIBER PATCH PANEL SECURITY DVR COPPER PATCH PANEL 24 PORT ETHERNET SWITCH (SCADA SYSTEM) 24 PORT ETHERNET SWITCH (SECURITY SYSTEM) MEDIA CONVERTER UNINTERRUPTIBLE POWER SUPPLY VARIABLE FREQUENCY DRIVE REDUCED VOLTAGE SOFT STARTER MOTOR MANAGEMENT RELAY EXISTING FIBER PATCH PANEL MCC MOUNTED POWER MONITOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 3 4 5 6 7 6 11 13 12 14 2 13 13 13 GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 15 15 BLUE ORANGE GREEN BROWN SCADA NETWORK SECURITY NETWORK SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA NOTE: SEE SECTION 26 05 19 FOR REQUIREMENTS ON MULTIMODE FIBER OPTIC CABLE SPARE NETWORK SPARE NETWORK FIBER TRUNK (MM FIBER) FIBER PATCH CORD SCADA NETWORK (ETHERNET/IP) SCADA NETWORK (ETHERNET/IP) FUTURE SCADA NETWORK (MODBUS/TCP) E/IP E/IP LINETYPE LEGEND SPARE NETWORK SPARE NETWORK REFER TO 12-STRAND FIBER FAN OUT DETAIL FOR ADDITIONAL INFORMATION 2 E601 12-STRAND FIBER FAN OUT DETAIL 8 12 12 12 12 CONSTRUCTION NOTES SW36-CP1 PANEL AND BACKPLANE FURNISHED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL INSTALL PANEL AND DELIVER BACKPANEL TO OWNER FOR COMPONENT INSTALLATION. OIT TOUCH SCREEN FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. SW36-NWP1 FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL NETWORK COMPONENTS FURNISHED BY AND INSTALLED BY OWNER. DAC-101 FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL SECURITY COMPONENTS FURNISHED BY AND INSTALLED BY OWNER. OWNER TO TERMINATE FIBER AT EXISTING FIBER RACK. 1 2 3 4 1 2 9 10 13 13 3 4 M/TCP 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER 10 0 0 ROCKY MOUNTAIN POWER 12.47 KV, 3Ø SOURCE 200E FUSES SW36-SWGR1, 12470V/7200V, 600A, NEMA 3R (26 14 00) SW36-XFMR-T1 3000KVA 12,470/7200V-4160/2400V 3Ø, (26 12 00) 10 0 2 10 0 3 K CO N T R O L AN D S I G N A L SW36-ATS1, 1200A, 4160V, 3Ø, 3W, 3P, DELAYED TRANSITION (26 13 02) SW36-GEN1, 1000KW/1250KVA, 4160V, 3Ø (26 32 13) 1008 10 1 5 10 0 6 SW36-MCC1, 4160V, 600A, NEMA 1 (26 18 38) 200A (N.C.) 125E XFMR T3 300KVA 4160V-480/277V 3Ø (26 22 00) 10 1 7 10 2 5 24-PULSE VARIABLE FREQUENCY DRIVE (VFD) (26 18 39) IN OU T CO N T R O L SI G N A L EN E T 800 PUMP 5 PMP-02455 10 1 8 IN OU T RV SOFT STARTER W/INTERNAL BYPASS CONTACTOR (26 18 38) CO N T R O L 10 1 9 2 PMP-02455-VFD PMP-02456-RVSS 200A (N.C.) IN OU T CO N T R O L PMP-02457-RVSS 600A SWITCH (N.C.) IN OU T CO N T R O L PMP-02451A-RVSS IN OU T CO N T R O L PMP-02452A-RVSS IN OU T CO N T R O L PMP-02453A-RVSS POWER MONITOR 3 POWER MONITOR 3 10 0 7 1 RV SOFT STARTER W/INTERNAL BYPASS CONTACTOR (26 18 38) RV SOFT STARTER W/INTERNAL BYPASS CONTACTOR RV SOFT STARTER W/INTERNAL BYPASS CONTACTOR RV SOFT STARTER W/INTERNAL BYPASS CONTACTOR 600A RATED BUS M UTILITY METER / METER SOCKET RMP METERING BAY 700 PUMP 6 PMP-02456 (2) MOTOR BEARING RTDs (TYP.) SEE 'IC' DRAWINGS FOR INSTRUMENT TAGS (1) MOTOR VIBRATION SWITCH (TYP.) SEE 'IC' DRAWINGS FOR INSTRUMENT TAGS (6) MOTOR WINDING RTDs (TYP.) SEE 'IC' DRAWINGS FOR 700 PUMP 7 PMP-02457 10 2 0 700 PUMP 1A PMP-02451A 10 2 1 SE E ' I C ' D R A W I N G S 700 PUMP 2A PMP-02452A 10 2 2 800 PUMP 3A PMP-02453A 10 2 3 8 CBN CBE 1200A 1200A LOAD SPACE HEATER ~1009 FROM PANEL L1 ~TO SW36-CP1SEE 'IC' DRAWINGS PANEL GEN1-LP1~1014FROM PANEL L1 ~TO SW36-NWP1 SEE NETWORK DIAGRAM ~TO SW36-NWP1 SEE NETWORK DIAGRAM K 1 K 600A SWITCH (N.C.) 600A SWITCH (N.O.) 200A (N.C.) 200A (N.C.) FUSES SELECTED BY MFR. 600A RATED BUS 200A (N.C.) 200A (N.C.) 200A (N.C.) (3) 200:5A(3) 200:5A 6 CO N D U I T PR O V I D E D CA B L E P R O V I D E D IN T H E F U T U R E SE E ' I C ' D R A W I N G S SE E ' I C ' D R A W I N G S SE E ' I C ' D R A W I N G S SE E ' I C ' D R A W I N G S SE E ' I C ' D R A W I N G S CO N D U I T PR O V I D E D CA B L E P R O V I D E D IN T H E F U T U R E CO N D U I T PR O V I D E D CA B L E P R O V I D E D IN T H E F U T U R E SW36-MTR-CAB 600A (N.C.) SPARE 200E FUSES BOND AS A NON-SEPARATELY DERIVED SYSTEM ~TO SW36-NWP1 MODBUS TCP/IP "ENGINE START" 1011 1 1001 1013 1010 SW36-MCC1-PWR1 SW36-MCC1-PWR2 1012 1016 ~ ~ TO SW36-CP1 SEE 'IC' DRAWINGS (2) 600:5 (3) 600:5 (3)(2) 5KVA CPT BYPASS CONTACTOR MMR (26 13 50) 5 2 E603 (2) 120:2400 ~ BYPASS CONTACTOR MMR (26 13 50) 5 (2) 120:2400 ~ MMR (26 13 50) 5 (2) 120:2400 ~ MMR (26 13 50) 5 (2) 120:2400 ~ MMR (26 13 50) 5 (2) 120:2400 ~ BYPASS CONTACTOR BYPASS CONTACTOR BYPASS CONTACTOR 2KVA CPT ISOLATION CONTACTOR CAPACITOR CONTACTOR ~FROM PANEL L1 11 2 3 SPACE HEATER 7 1004~FROM GEN1-ACP9 ~TO SW36-NWP1 1108MODBUS TCP/IP MAIN CONTACTOR FUSES SELECTED BY MFR.2KVA CPT ISOLATION CONTACTOR CAPACITOR CONTACTOR FUSES SELECTED BY MFR.2KVA CPT ISOLATION CONTACTOR CAPACITOR CONTACTOR FUSES SELECTED BY MFR.2KVA CPT ISOLATION CONTACTOR CAPACITOR CONTACTOR 2KVA CPT ISOLATION CONTACTOR CAPACITOR CONTACTOR RTD 10 10 2 10 2 10 2 10 2 10 AUX AUX AUX ~ TO SW36-CP1 (SEE 'IC' DRAWINGS) NOTE: EXISTING OWNER FURNISHED SPARE TRANSFORMER TO BE INSTALLED BY CONTRACTOR. SEE SITE PLANS 4 12 (3) 200:5A (3) 200:5A (3) 200:5A SW36-XFMR-T2 1500KVA 12,470/7200V-4160/2400V 3Ø, 5.89%Z BAYONET FUSE 13 11 8 4 CONDENSATION HEATER CONDENSATION HEATER 11 7 2 11 7 4 CONDENSATION HEATER 11 7 3 2 E603 2 E603 CONDENSATION HEATER 11 7 5 2 E603 CONDENSATION HEATER 11 7 6 2 E603 CONDENSATION HEATER 11 7 7 4 11 11 11 11 11 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s O n e - l i n e D i a g r a m s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 7 : 4 0 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : DI A G 6 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PU M P S T A T I O N O N E - L I N E D I A G R A M CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E6021 E602 PUMP STATION ONE-LINE DIAGRAM GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2.NOTE: THE SITE ELEVATION IS APPROXIMATELY 4,650 FEET ABOVE SEA LEVEL. ALL EQUIPMENT AS NOTED WITHIN THE CONTRACT DOCUMENTS SHALL CARRY A RATING AS INDICATED AT THIS NOTED SITE ELEVATION. THE EQUIPMENT MANUFACTURERS SHALL BE RESPONSIBLE FOR APPLYING ALL NECESSARY ALTITUDE DE-RATING FACTORS. 3.SEE CONDUCTOR AND CONDUIT SCHEDULES FOR ADDITIONAL INFORMATION ON ALL ELECTRICAL EQUIPMENT SHOWN. CONSTRUCTION NOTES PROVIDE A KIRK-KEY INTERLOCK BETWEEN THE SWITCHES SHOWN SUCH THAT ONLY TWO OF THE THREE SWITCHES CAN BE CLOSED AT THE SAME TIME. MOTOR CONTROLLER SHALL INCLUDE ISOLATION CONTACTOR AND POWER FACTOR CORRECTION CAPACITOR CONTACTOR. PROVIDE POWER MONITOR AS SPECIFIED IN SECTION (26 18 38). METERING PT/CT'S FURNISHED AND INSTALLED BY UTILITY COMPANY. PRIMARY METERING ENCLOSURE SUPPLIED BY UTILITY COMPANY, PAID FOR BY CONTRACTOR. UTILITY COMPANY CONTACT: TRAVIS JONES (801) 220-7230. MOTOR MANAGEMENT RELAY PROVIDED INTEGRAL TO THE SWITCHGEAR AS SHOWN. SEE SECTION (26 13 50) AND DETAIL 2/E603 FOR ADDITIONAL INFORMATION. BUS SPLICE PLATE PROVIDED TO ALLOW EASY EXPANSION TO FUTURE MOTOR CONTROLLER MCC SECTIONS SHOWN. PROVIDE DISTRIBUTION CLASS SURGE ARRESTOR ON EACH PHASE. PROVIDE DISTRIBUTION CLASS LIVE FRONT STYLE ARRESTORS AS NOTED IN SECTION (26 12 00). GENERATOR ANNUNCIATOR CONTROL PANEL (GEN-ACP) FURNISHED WITH THE GENERATOR AS SPECIFIED IN SECTION (26 32 13) AND INSTALLED IN THE PUMP STATION. SEE 'IC' DRAWINGS AND NETWORK DIAGRAM FOR ADDITIONAL CIRCUITING REQUIREMENTS. PFCC KVAR RATING AS RECOMMENDED BY THE MOTOR MANUFACTURE. SERVICE LATERAL CONSISTING OF ONE 6" PVC CONDUIT AND MEDIUM VOLTAGE CABLES FROM RISER POLE TO LINE SIDE OF METERING CABINET. CONTRACTOR SHALL COORDINATE AND PROVIDE 6" CONDUIT STUB FROM BOTTOM OF METERING CABINET WITH ROCKY MOUNTAIN POWER. CONDUIT, CABLES AND TRENCHING/BORING PROVIDED BY ROCKY MOUNTAIN POWER. PANEL BOARD PROVIDED BY THE GENERATOR MANUFACTURE AND FACTORY INSTALLED WITHIN THE GENERATOR ENCLOSURE. 1 2 3 4 5 6 7 8 9 10 11 12 13 ~ A E603 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER PANEL L1 (26 24 16) SEE PANEL SCHD. 10 2 7 PANEL H1 - 480/277V,3Ø,4W, 400A, 65KAIC (26 24 16) XFMR T4 75KVA 480-208/120V 3Ø (26 22 00) 10 2 6 400A/3P L.S.I. 110A/3P SPD (26 43 00) PER MFR. ~ SE E ' I C ' D R A W I N G S TO SW36-CP1 SPD 10 2 9 ~TO SW36-CP1 SE E ' I C ' D R A W I N G S "S P D F A I L " ~ SEE PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS (26 43 00) 10 2 8 ~TO SW36-GEN1-LP1 10 1 4 40A/3P 11 3 1 11 3 0 CU-1 CU-1-DISC1 60A/3P HEAVY DUTY NEMA 3R FUSED DISCONNECT 40A/3P 11 3 3 11 3 2 CU-2-DISC1 60A/3P HEAVY DUTY NEMA 3R FUSED DISCONNECT 40A/3P 11 3 4 CU-3-DISC1 60A/3P HEAVY DUTY NEMA 3R FUSED DISCONNECT 15A/3P 3 AIR HANDLING UNIT No. 1 11 3 5 AHU-1 15A/3P 3 AIR HANDLING UNIT No. 2 11 4 0 AHU-2 15A/3P AIR HANDLING UNIT No. 3 (FUTURE) AHU-3 15A/3P 1.5 SUPPLY FAN No. 1 11 3 9 A SF-1 AHU-1-DISC1 30A/3P HEAVY DUTY NEMA 12 FUSED DISCONNECT CONDENSING UNIT No. 1 40 MCA CU-2 CONDENSING UNIT No. 2 40 MCA CU-3 CONDENSING UNIT No. 3 40 MCA AHU-2-DISC1 30A/3P HEAVY DUTY NEMA 12 FUSED DISCONNECT AHU-3-DISC1 (FUTURE) 11 3 6 11 4 1 SPU-2 SUMP PUMP CONTROL PANEL No. 2 (2) 2HP 15A/3P 11 2 8 A NOTE: ALL LOW VOLTAGE TEMPERATURE CONTROL CIRCUITING BY DIVISION 23 TO U F E R G R O U N D TO W A T E R S E R V I C E TO G R O U N D G R I D TO B U I L D I N G S T E E L SYSTEM BONDING JUMPER N G #4/0 COPPER N G SYSTEM BONDING JUMPER ~GROUNDING ELECTRODE CONDUCTOR PER NEC SF-1-DISC1 30A/3P HEAVY DUTY NEMA 12 DISCONNECT SPU-2-DISC1 30A/3P HEAVY DUTY NEMA 12 DISCONNECT 11 3 9 B 11 2 8 B 20A/3P 7.5 COMPRESSOR 10 7 1 CMP-02490 10 7 2 (SEE MECHANICAL SCHEDULE) CMP-02490-DISC1 30A/3P HEAVY DUTY NEMA 12 FUSED DISCONNECT 49 66 49P VFD 49R 38 PWR MTR ANSI NUMBER/ACRONYMS AND FUNCTIONS 38 BEARING TEMPERATURE 49 ROTOR AND STATOR THERMAL MODELS 49P PTC OVER-TEMPERATURE (VFD ENCLOSURE) 49R RESISTANCE TEMPERATURE DETECTOR (RTD) THERMAL 66 STARTS-PER-HOUR PWR MTR POWER METERING INCLUDING REAL POWER, REACTIVE POWER, AND APPARENT POWER Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s O n e - l i n e D i a g r a m s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 7 : 4 0 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : DI A G 6 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PU M P S T A T I O N O N E - L I N E D I A G R A M CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E603 1 E603 PUMP STATION ONE-LINE DIAGRAM GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2.NOTE: THE SITE ELEVATION IS APPROXIMATELY 4,650 FEET ABOVE SEA LEVEL. ALL EQUIPMENT AS NOTED WITHIN THE CONTRACT DOCUMENTS SHALL CARRY A RATING AS INDICATED AT THIS NOTED SITE ELEVATION. THE EQUIPMENT MANUFACTURERS SHALL BE RESPONSIBLE FOR APPLYING ALL NECESSARY ALTITUDE DE-RATING FACTORS. ~ A E602 2 E603 MOTOR MANAGEMENT RELAY PROTECTION REQUIREMENTS 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER CR ML RE DSEPB DOOR 101.2 CR ML RE DS DOOR 103.2 JBOX-103 DS DOOR 102.1 DS INT-02440 JBOX-INT 11 4 7 10 6 8 DS INT-02441 DS INT-02442 DS INT-02443 DS INT-02444 DS INT-02445 10 7 4 ~~SE E N E T W O R K DI A G R A M TO SW36-NWP1 DAC-101 1JBOX-101 11 4 6 KP 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " KP 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 10 6 2 10 6 3 10 6 4 10 6 5 10 6 6 10 6 7 JBOX JBOX JBOX JBOX JBOX JBOX SW36-SEC1 LEGEND DEVICE DEVICE DESCRIPTION SCOPE OF WORK INFRARED ILLUMINATION DEVICE FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR MOTION SENSOR FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR KEY PAD FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR EMERGENCY PUSH BUTTON FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR CARD READER FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR MAGNETIC LOCK PROVIDED BY CONTRACTOR REQUEST TO EXIT FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR DOOR SWITCH FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR DOOR ACCESS CONTROLLER FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR JUNCTION BOX FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR SECURITY SYSTEM CONTROL PANEL FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR KEYED OVERRIDE SWITCH FURNISHED AND INSTALLED BY OWNER. CIRCUITED BY CONTRACTOR IL MS KP EPB CR ML RE DS DAC JBOX SW36-SEC1 IL IL NW CORNER MS MS POWER SUPPLY 11 4 9 IL MS 11 5 0 ~TO DAC-101 1152 NE CORNER IL MS 11 5 1 ~TO DAC-101 1153 SE CORNER IL IL 11 4 8 SW CORNER 2 2 11 5 6 11 5 7 ~1113FROM PANEL L1 FACTORY CABLE (TYP.) MSMS 11 5 5 ~ TO DAC-101 11 5 4 ~ TO DAC-101 10 7 3 OS OS 1/ 2 " INPUT TABLE INPUT DESTINATION 1 DOOR 101.2 REQUEST TO EXIT 2 DOOR 101.2 INTRUSION 3 DOOR 103.2 REQUEST TO EXIT 4 DOOR 103.2 INTRUSION 5 DOOR 102.1 INTRUSION 6 INT-02440 INTRUSION 7 INT-02441 INTRUSION 8 INT-02442 INTRUSION 9 INT-02443 INTRUSION 10 INT-02444 INTRUSION 11 INT-02445 INTRUSION 12 DOOR 101.2 MOTION SENSOR 13 DOOR 101.2 MOTION SENSOR 14 DOOR 101.2 KEY PAD 15 DOOR 103.2 KEY PAD 16 NW CORNER MOTION SENSOR 17 NW CORNER MOTION SENSOR 18 NE CORNER MOTION SENSOR 19 SE CORNER MOTION SENSOR Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s O n e - l i n e D i a g r a m s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 7 : 4 0 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : DI A G 6 0 4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H SE C U R I T Y S Y S T E M O N E - L I N E D I A G R A M CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E604 1 E604 ACCESS CONTROL SYSTEM SCHEMATIC GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. 2 E604 ACCESS CONTROL INPUT SCHEDULE CONSTRUCTION NOTES PROVIDE (1) 20A, 120V CIRCUIT WITH UPS POWER FROM THE NETWORK RACK SHOWN. COMPOSITE DOOR CABLE BROKE OUT IN JBOX AND EXTENDED TO DEVICE AS SHOWN. 1 2 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER L3 L2 L1 4,160VAC, 3Ø SW36-MCC1 1LA 2LA 3LA 1L3 1L2 1L1 5KVA, 4,160:120V CPT M M M 2L3 2L2 2L1 24 PULSE INPUT ISOLATION H3 H2 H1 T S R T1 XFMR 24 PULSE CONVERTER INVERTER No. 1 INVERTER No. 2 POS NEUT NEG OUTPUT FILTER OPTIONAL W1 V1 U1 W V U M MOTOR W V U NEUT CABLE SHIELD ISW ISW CUST 120V TEST POWER MX PW HW + - Mb 800A MAIN CONTACTOR Ma 23 21 MCSWHT BLK MAX Ma RIL MAIN CONTACTOR CLOSED TXLED SUPP Mb RIL MAIN CONTACTOR OPEN TXLED 13 12 DRIVE I/O POWER FEED MODULE 23 21 VAC P N EMC P N PE L + PSG -N ++ U24 - -24 - GND IN +24 OUT + - UBAT FUSE U GND U GND GWBR +24 -24 DMCR POWER SUPPLY ITG MOTOR CONTROL RACK 11 13 UPRBLK WHT UP1 UP2 U24 UPS READY X1 X2 X1 X2 1 2 JUMPER WHEN UPS OPTION IS NOT USED ISOLATION SWITCH LIGHTNING ARRESTORS MAIN FUSE MAIN CONTACTOR GROUND CONDUCTOR VA VB H1 H3 X1 X2 GND IS2 1 RECPT 1 PLUG 120VIS6IS4IS1 SF1 20AMP 1X GND RCPT 1X 12X 12X ACN CUST RCPT 1X M7M6 MA A C D B MBACAC M M3 M5 M2 M3 M4 M5 1 12 PFD I4B SF7 10AMP SF7 GND 12 1A 12A GND +24 -24 +24 -24 I1A 12X 1X 12X 1 12 121 RECT GND PMP-02455-VFD SIZED BY MFG. A B 480VAC AUXILIARIES (FANS) ~TO PANEL H1 1138 SEE ONE-LINE 8 RTD'S AT MOTOR MOTOR KEEP WARM HEATER (SEE DETAIL BELOW) R1 VIBRATION SWITCH VIBRATION SWITCH POWER24VDC ~120V ~N RVSS M/AUX3 1172 1123 FROM PANEL L1 1123 FR O M S W 3 6 - C P 1 TO S W 3 6 - C P 1 ~~ OOX XOO O AH HAND-OFF-AUTO OOX OOX DI: IN AUTO DI: START R3 DI: STOP COMMONR1 R2 DI: RUNNING DI: VFD FAULT DI: AUTO RO: COMMON RO: REQUIRED DI: +24VDC AO: SPEED COMMAND SPEED COMMAND AI: SPEED FEEDBACK SPEED FEEDBACK TO SW36-CP1 CONSUMER CONNECTION MODULE +10V AIO+ AIO- 10VC 0-10VDC IN POT SPEED POTENTIOMETER MOTOR HEATER 20A 21 23 URBBLK WHT UR1 UR2 U24 UPS REPL BATT 5 6 43 44 PUSH/PULL JUMPER WHEN NOT USED PUSH/ PULL LOCAL E-STOP 13 11 ESTAWHT BLK 13A 11A MRR Y2 C2 MCR Y1 C1 PCR Y0 C0 DMCR J3 CONTACTS MX SUPP A1 A2 MX LOCATED IN 800A MAIN DISCONNECT MX SUPP A1 A2PX1 PX2 PRE-CHARGE T3, 50KVA, 120:120V PX 2 1 PXTBTBT1 13 X4 4 3 14 X5 6 5 15 X6 CONNECTED TO TBT1 MAIN XFMR CONNECTED FROM T2 INPUT 1AIL DRIVE WARNING TXLED X1 X2 WARNING 14 11WRN AIL DRIVE FAULT TXLED X1 X2 FAULT 24 21FLT MAX 22 23 MAX 24 25 MAX 20 21 MAX 26 27 SPARE AUXILIARY CONTACTS RLY2 37 38 21 24 RLY3 39 40 12 14 RLY1 35 36 11 14 RLY5 41 42 23 24 PROGRAMMABLE OUTPUTS 03B 04A 03A 04B I1B 1 45 5 12 12 12 WRN FLT 02A 02B 1 1 12 12 44A Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s S c h e m a t i c s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 9 : 2 4 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H M 6 0 5 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H VF D W I R I N G S C H E M A T I C CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E605 1 E605 VFD WIRING SCHEMATIC GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. A E605 KEY INPUT REMOTE DEVICE* MCX 14 11 01A WIRE CONNECTION DRIVE I/O MODULE No. PMP-02455-VFD A E605 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER L1 L2 L3 ~ ~ ~ ~ ~ ~ REDUCED VOLTAGE SOFT STARTER (RVSS) BYPASS CONTACTOR PF CONTACTOR FUSES PF CAPACITOR M T1 T2 T3 8 RTD'S AT MOTOR MOTOR KEEP WARM HEATER (SEE DETAIL BELOW) R1 VIBRATION SWITCH VIBRATION SWITCH POWER24VDC 4,160:120V CPT 4,160VAC, 3Ø SW36-MCC1 XO OX TESTRUN ~FROM PANEL L1 20A XO OX TESTRUN ~ FROM PANEL L1 SW36-CP1 OUTPUT "REQUIRED" (SEE 'IC' DRAWINGS) M RVSS RUN XOO OOX PMP-02456-RVSS, PMP-02457-RVSS R OFF RVSS RUNNING G ON RVSS RUNNING RVSS UP TO SPEED CR CR1 C BYPASS CONTACTOR CR1 TD TD2 C PF CONTACTORTD2 RVSS RUNNING RVSS FAULT TO RTU INPUT "RUNNING" TO SW36-CP1 INPUT "RVSS FAULT" TO SW36-CP1 INPUT "RVSS IN AUTO" MOTOR TO S W 3 6 - C P 1 ISOLATION CONTACTOR (SEE ONE-LINE FOR KVAR RATING) XX X X TO SW36-CP1 INPUT "RVSS IN HAND" XXXX SEE ONE-LINE XOO O AH HAND-OFF-AUTO OOX C ISOLATION CONTACTORCR1 FR O M S W 3 6 - C P 1 SEE 'IC' DRAWINGS ~~ PMP-02456-RVSS: 1167 PMP-02457-RVSS: 1168 PMP-02451A-RVSS: 1169 PMP-02452A-RVSS: 1170 PMP-02453A-RVSS: 1171 ~120V ~N RVSS M/AUX3 FROM PANEL L1 MOTOR HEATER 20A SEE 'IC' DRAWINGS PMP-02456-RVSS: 1167 PMP-02457-RVSS: 1168 PMP-02451A-RVSS: 1169 PMP-02452A-RVSS: 1170 PMP-02453A-RVSS: 1171 PMP-02456-RVSS: 1173 PMP-02457-RVSS: 1174 PMP-02451A-RVSS: 1175 PMP-02452A-RVSS: 1176 PMP-02453A-RVSS: 1177 PC PC PHOTOCELL ~L1 TIME CLOCK O-O-R ''ON'', ''OFF'', ''REMOTE'' OOX XOO C G OFF R ON ON/OFF (TYP.) ~N ~ 120V CONTROL POWER PANEL L1 SEE PANEL SCHEDULES FOR CIRCUITING ~ ~ TB TB ELECTRONIC TIME CLOCK TO EXTERIOR LIGHTS TB TB SPARE SPARE Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s S c h e m a t i c s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 9 : 2 4 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H M 6 0 6 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H RV S S W I R I N G S C H E M A T I C A N D E X T E R I O R L I G H T I N G C O N T A C T O R S C H E M A T I C CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E606 1 E606 RVSS WIRING SCHEMATIC GENERAL NOTES 1.SEE SHEET E001 FOR GENERAL NOTES. PMP-02456-RVSS, PMP-02457-RVSS PMP-02451A-RVSS, PMP-02452A-RVSS, PMP-02453A-RVSS 2 E606 EXTERIOR LIGHTING CONTACTOR SCHEMATIC 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s S c h e d u l e s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 4 : 1 2 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 0 7 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PA N E L S C H E D U L E S CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E607 PANEL SCHEDULE PANEL:H1 (Sec 1)LOCATION:GALLERY VOLTS:480 /277 PHASE:3 W:4 AMP MAIN BKR:400A L.S.I.AIC RATING:65,000 MOUNT:SURFACE FED FROM:XFMR T3 CIRCUIT DESCRIPTION LOAD VA CKT. BKR.P CKT. No.PH.CKT. No.P CKT. BKR.LOAD VA CIRCUIT DESCRIPTION CONDENSING UNIT #1 CU-1 8800 40A 1 A 2 15A 850 AIR HANDLER UNIT #1 AHU-188003B4850 8800 5 C 6 850 CONDENSING UNIT #2 CU-2 8800 40A 7 A 8 15A 850 AIR HANDLER UNIT #2 AHU-288009B10850 8800 11 C 12 850 CONDENSING UNIT #3 CU-3 (FUTURE) 8800 40A 13 A 14 15A 850 AIR HANDLER UNIT #2 AHU-2 (FUTURE)8800 15 B 16 850 8800 17 C 18 850 AIR COMPRESSOR CMP-02490 3875 20A 19 A 20 20A 582 PUMP #4 VALVE ACTUATOR EVA-02451A (FUTURE)3875 21 B 22 582 3875 23 C 24 582 PUMP #1 VALVE ACTUATOR EVA-02455 582 20A 25 A 26 20A 582 PUMP #5 VALVE ACTUATOR EVA-02452A (FUTURE)582 27 B 28 582 582 29 C 30 582 PUMP #2 VALVE ACTUATOR EVA-02456 582 20A 31 A 32 20A 582 VALVE ACTUATOR EVA-0248158233B34582 582 35 C 36 582 PUMP #3 VALVE ACTUATOR EVA-02457 582 20A 37 A 38 110A 25000 TRANSFORMER T458239B4025000 582 41 C 42 25000 CONNECTED TOTALS: KVA 183.95 NOTES: AMPS 221.26 - PROVIDE FEED THROUGH LUGS Phase A 221.4 Amps - ALL CIRCUIT BREAKERS SHALL BE LOCKABLE IN THE OFF POSITION Phase B 221.4 Amps - PROVIDE SPD AS SPECIFIED IN SECTION 26 43 00 Phase C 221.4 Amps - PROVIDE SAME HEIGHT BOXES FOR PANEL H1 SECTIONS 1 & 2 PANEL SCHEDULE PANEL:L1 LOCATION:GALLERY VOLTS:208 /120 PHASE:3 W:4 AMP MAIN BKR:200A AIC RATING:22,000 MOUNT:SURFACE FED FROM:XFMR T4 CIRCUIT DESCRIPTION LOAD VA CKT. BKR.P CKT. No.PH.CKT. No.P CKT. BKR.LOAD VA CIRCUIT DESCRIPTION PLC CONTROL PANEL 1800 20A 1 A 2 20A 600 SPRINKLER CONTROLLER NETWORK RACK 1800 20A 3 B 4 20A -SPARE EXTERIOR LIGHTS 1800 20A 5 C 6 20A -SPARE SECURITY ENCLOSURE 1800 20A 7 A 8 20A 1800 TRANSFER SWITCH HEATER PUMPS 4, 5, 6 MOTOR HEATER 1800 20A 9 B 10 20A 1800 SWITCHGEAR HEATER PUMPS 4, 5, 6 TEST POWER 1800 20A 11 C 12 20A -SPARE GALLERY LEVEL RECEPTACLES 1800 20A 13 A 14 20A -SPARE GALLERY LEVEL LIGHTS 1800 20A 15 B 16 20A 600 BATH LIGHTS/EXHAUST FAN/VESTIBLE LIGHTS GAS UNIT HEATER No. 1 (UH-1)300 20A 17 C 18 20A 1800 BATH RECEPTACLE GAS UNIT HEATER No. 2 (UH-2)300 20A 19 A 20 2 20A 1000 RESTROOM ELECTRIC UNIT HEATER (EUH-1)HVAC DAMPER No. 1 (MD-1)9 15A 21 B 22 1000 HVAC DAMPER No. 2 (MD-2)9 15A 23 C 24 15A 1000 ELECTRIC WATER HEATER (EWH-1) DUPLEX SUMP PANEL (SPU-1) SUMP No. 1 1920 30A 25 A 26 20A 900 DEHUMIDIFIER No. 1 (D-1) DUPLEX SUMP PANEL (SPU-1) SUMP No. 2 1920 30A 27 B 28 20A 900 DEHUMIDIFIER No. 2 (D-2) DUPLEX SUMP PANEL (SPU-1) CONTROL/ALARM 240 15A 29 C 30 20A 1800 OPERATIONS LEVEL RECEPTACLES SPARE 20A 31 A 32 20A 1800 OPERATIONS LEVEL RECEPTACLES OVERHEAD DOOR RECEPTACLE 1800 20A 33 B 34 20A 1800 OPERATIONS LEVEL LIGHTS PUMPS 1A, 2A, 3A MOTOR HEATER 1800 20A 35 C 36 20A 1800 COMPRESSOR RECEPTACLE PUMPS 1A, 2A, 3A TEST POWER 1800 20A 37 A 38 3 100A 3500 GENERATOR PANEL SW36-GEN1-LP1SPARE-20A 39 B 40 3500 SPARE -20A 41 C 42 3500 SPARE -20A 43 A 44 20A -SPARE SPARE -20A 45 B 46 20A -SPARE SPARE -20A 47 C 48 20A -SPARE SPARE -20A 49 A 50 20A -SPARE SPARE -20A 51 B 52 20A -SPARE SPARE -20A 53 C 54 20A -SPARE CONNECTED TOTALS: KVA 53.60 NOTES: AMPS 148.77 - PROVIDE FEED THROUGH LUGS Phase A 158.5 Amps - ALL CIRCUIT BREAKERS SHALL BE LOCKABLE IN THE OFF POSITION Phase B 156.1 Amps - PROVIDE SPD AS SPECIFIED IN SECTION 26 43 00 Phase C 132.1 Amps PANEL SCHEDULE PANEL:H1(Sec 2)LOCATION:GALLERY VOLTS:480 /277 PHASE:3 W:4 AMP MAIN BKR:400A ML0 AIC RATING:65,000 MOUNT:SURFACE FED FROM:PANEL H1 (Sec 1) CIRCUIT DESCRIPTION LOAD VA CKT. BKR.P CKT. No.PH.CKT. No.P CKT. BKR.LOAD VA CIRCUIT DESCRIPTION PUMP #6 VALVE ACTUATOR EVA-02453A (FUTURE) 582 20A 1 A 2 20A 2288 CMP-024905823B42288 582 5 C 6 2288 OPERATIONS LEVEL EXHAUST FAN SF-1 400 15A 7 A 8 50A 10000 VFD-02455 480V/3PH AUXILIARIES4009B1010000 400 11 C 12 10000 DUPLEX SUMP PANEL (SPU-2)15A 13 A 14 40A SPARE15B16 17 C 18 SPARE 20A 19 A 20 15A SPARE21B22 23 C 24 SPARE 20A 25 A 26 SPACE27B28 29 C 30 SPACE 31 A 32 SPACE33B34 35 C 36 SPACE 37 A 38 SPACE39B40 41 C 42 CONNECTED TOTALS: KVA 39.81 NOTES: AMPS 47.88 Phase A 47.9 Amps - ALL CIRCUIT BREAKERS SHALL BE LOCKABLE IN THE OFF POSITION Phase B 47.9 Amps - PROVIDE SAME HEIGHT BOXES FOR PANEL H1 SECTIONS 1 & 2 Phase C 47.9 Amps 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s S c h e d u l e s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 4 : 1 2 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 0 8 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H LI G H T I N G F I X T U R E S C H E D U L E CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E608 3600 WEST AND 10200 SOUTH PUMP STATION FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE COLOR TOTAL WATTAGE MOUNTING MANUFACTURER CATALOG NUMBER NOTES A 8' GASKETED LED FIXTURE WITH IMPACT RESISTANT COVER 120-277 4000K (NEUTRAL)100 CEILING RAB SHARK8-100NW/D10 1 METALUX 8VT2-LD5-16-DR-W-UNV-L840-CD2-WL-U LITHONIA FEM L96 1500LM IMAFL WD MVOLT GZ10 40K 80CRI UTOPIA DW-8-112LED-40K-UNV-DRS-GR-SSL B LED HIGH BAY 120-277 4000K (NEUTRAL)95 CHAIN/PENDANT RAB RAILP-95NW/D10 1 METALUX OHB-12SE-MFL-UNV-L840-CD-U LITHONIA CPHB 12LM MVOLT 40K C EXTERIOR WALL MOUNTED LED FIXTURE 120-277 4000K (NEUTRAL)37 WALL RAB SLIMFC-37N 1, 2 LUMARK OUTDOOR AXCS3A LITHONIA WPX1 LED P2 40K MVOLT DDBXD C1 EXTERIOR SOFFIT MOUNTED LED FIXTURE 120-277 4000K (NEUTRAL)48 SOFFIT ACCLAIM LNED-COLE-OPTK W/ LNEGS4 GLARE SHIELD AND LNEB1 EXTENDER ARMS 2ECOSENSEL50-E-48-10-40-80-MULT-70X70 (1)LENS-L50-FROST-48 (2)WMA-L-CA-12 (1)WMA-L-END INSIGHT PEX HO 40K 6060 EXA-12" 48 UNV DIM MG LV/LC-5-B D 4' GASKETED LED FIXTURE WITH IMPACT RESISTANT COVER 120-277 4000K (NEUTRAL)50 CEILING RAB SHARK4-50NW/D10 1 METALUX 4VT2-LD5-8-DR-W-UNV-L840-CD1-WL-U LITHONIA FEM L48 8000LM IMAFL WD MVOLT GZ10 40K 80CRI UTOPIA DW-4-56LED-40K-UNV-DRS-GR-SSL E1 8' GASKETED LED FIXTURE WITH IMPACT RESISTANT COVER WITH BATTERY BACKUP 120-277 4000K (NEUTRAL)100 CEILING RAB SHARK8-100NW/D10/E2 3 METALUX 8VT2-LD5-9-DR-W-UNV-EL10W-L840-CD2-WL-U (NOTE 3) LITHONIA FEM L96 1500LM IMAFL WD MVOLT GZ10 40K 80CRI E10WMCP UTOPIA DW-8-112LED-40K-UNV-DRS-GR-SSL-EMG20 E2 LED HIGH BAY WITH BATTERY BACKUP 120-277 4000K (NEUTRAL)95 CHAIN/PENDANT RAB RAILP-95NW/D10/E2 METALUX OHB-12SE-MFL-UNV-L840-EL20W-CD-U LITHONIA CPHB 1200LM SEF GCL WD MVOLT GZ10 40K 80CRI E10WCP DWH EX LED EXIT LIGHTING UNIT 120-277 -4 WALL/CEILING LITHONIA EXRG EL M6 SURE-LITES LPX7 EX2 COMBINATION EXIT LIGHTING UNIT WITH REMOTE MOUNTED HEAD 120-277 -4 WALL/CEILING LITHONIA ECR-LED-M6 & ELA-LED-M12 (REMOTE HEAD WHERE CALLED FOR) SURE-LITES LPXC25R3 SRM25WH NOTES: 1. PROVIDE TWO (2) COMPLETE SETS OF SPARE LUMINARE IN FACTORY BOX, TURN OVER TO OWNER FOR STORAGE 2. COORDINATE EXACT MOUNTING LOCATION WITH ENGINEER 3. IF METALUX TYPE E1 FIXTURE IS USED, CONTRACTOR SHALL PROVIDE ADDITIONAL FIXTURES AS REQUIRED TO MEET LUMEN OUTPUT OF THE RAB 13000 LUMEN SHARK8 FIXTURE USED AS BASIS OF DESIGN 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - V a r i o u s S c h e d u l e s . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 4 4 : 1 2 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 0 9 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H ME C H A N I C A L S Y S T E M S E Q U I P M E N T C O N N E C T I O N S C H E D U L E CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E609 MECHANICAL SYSTEMS - EQUIPMENT CONNECTION SCHEDULE MOTOR NO.EQUIPMENT LOCATION MOTOR/FAN (HP) HEATING (KW) VOLTAGE AMPERAGE MOTOR CONTROLLER DISCONNECT CONTROL DEVICE POWER SUPPLY CONDUCTOR AND CONDUIT SCHEDULE TAG# NOTES/ COMMENTS MOTOR NO. VOLTS PHASE VALUE UNIT TYPE SIZE LOC BY TYPE BY SIZE NEMA DEVICE FURN. BY WIRED BY EQUIPMENT BREAKER AIR HANDLING UNITS - PACKAGED AHU-1 AIR HANDLER UNIT No. 1 OPERATIONS LEVEL 3 -480 3 4.8 FLA VFD -INTEGRAL 23 FU@15A 26 30A/3P 1 DIV 23 PANEL H1 15A/3P 1135/1136 AHU-1 AHU-2 AIR HANDLER UNIT No. 2 OPERATIONS LEVEL 3 -480 3 4.8 FLA VFD -INTEGRAL 23 FU@15A 26 30A/3P 1 DIV 23 PANEL H1 15A/3P 1140/1141 AHU-2 AHU-3 (FUTURE)AIR HANDLER UNIT No. 3 (FUTURE)OPERATIONS LEVEL --------------------(FUTURE)AHU-3 (FUTURE) CONDENSING UNITS CU-1 CONDENSING UNIT No. 1 N. GRADE --480 3 40 MCA ----FU@40A 26 60A/3P 3R DIV 23 PANEL H1 40A/3P 1130/1131 CU-1 CU-2 CONDENSING UNIT No. 2 N. GRADE --480 3 40 MCA ----FU@40A 26 60A/3P 3R DIV 23 PANEL H1 40A/3P 1132/1133 CU-2 CU-3 (FUTURE)CONDENSING UNIT No. 3 (FUTURE)N. GRADE --480 3 40 MCA ----FU@40A 26 60A/3P 3R DIV 23 PANEL H1 40A/3P 1134 (FUTURE)CU-3 (FUTURE) DAMPERS MD-1 MOTORIZED DAMPER No. 1 GALLERY FRACT.-120 1 < 1 FLA ----SPST 26 --DIV 23 PANEL L1 15A/1P 1118 MD-1 MD-2 MOTORIZED DAMPER No. 2 GALLERY FRACT.-120 1 < 1 FLA ----SPST 26 --DIV 23 PANEL L1 15A/1P 1119 MD-2 FANS EF-1 EXHAUST FAN No. 1 RESTROOM FRACT.120 1 < 1 FLA ----TT 26 --SEE NOTES 26 26 PANEL L1 20A/1P 1121 EXHAUST FAN TO BE INTERLOCKED WITH BATHROOM LIGHT SWITCH EF-1 SF-1 SUPPLY FAN No. 1 OPERATIONS LEVEL 2 480 3 3.4 FLA --INTEGRAL 23 NFU 26 30A/3P 12 DIV 23 PANEL H1 15A/1P 1139A/1139B SF-1 DEHUMIDIFIER D-1 DEHUMIDIFIER No. 1 GALLERY --120 1 13 FLA ----C&P 23 --DIV 23 PANEL L1 20A/1P -DEDICATED CKT FROM PANEL L1 D-1 D-2 DEHUMIDIFIER No. 2 GALLERY --120 1 13 FLA ----C&P 23 --DIV 23 PANEL L1 20A/1P -DEDICATED CKT FROM PANEL L1 D-2 ELECTRIC UNIT HEATERS EUH-1 ELECTRIC UNIT HEATER No. 1 RESTROOM -2 208 1 9.6 FLA ----INTEGRAL BY FACTORY FROM DIV 26 T-STAT 26 26 PANEL L1 20A/2P 1122 FURNISHED AND INSTALLED BY DIV. 26. HEATER SHALL BE EQUAL TO QMARK IUH SERIES, BERKO HUH SERIES OR KING ELECTRIC KB SERIES W/ FACTORY INSTALLED EQUIPMENT DISCONNECT, WALL MOUNTING BRACKET, INTEGRAL THERMOSTAT AND SUMMER/WINTER FAN SWITCH. EUH-1 GAS FIRED CABINET UNIT HEATER AND UNIT HEATERS UH-1 GAS FIRED UNIT HEATER No. 1 OPERATIONS LEVEL FRACT.-120 1 2 FLA ----SPST 26 --T-STAT 23 23 PANEL L1 20A/1P 1116 -UH-1 UH-2 GAS FIRED UNIT HEATER No. 2 OPERATIONS LEVEL FRACT.-120 1 2 FLA ----SPST 26 --T-STAT 23 23 PANEL L1 20A/1P 1117 -UH-2 COMPRESSORS CMP-02490 SURGE TANK COMPRESSOR OPERATIONS LEVEL 7.5 -480 3 9.4 FLA FVNR -INTEGRAL 23 FU@15A 26 30A/3P 12 DIV 23 PANEL H1 20A/3P 1071/1072 -CMP-02490 ELECTRIC WATER HEATERS EWH-1 ELECTRIC WATER HEATER No. 1 OPERATIONS LEVEL -1 120 1 8.3 FLA ----NFU 26 30A/2P 12 T-STAT 23 23 PANEL L1 20A/1P 1124 -EWH-1 PUMPS SPU-1 SUMP PUMP CONTROL PANEL PUMP No. 1 GALLERY 1 -208 1 8 FLA FVNR -INTEGRAL 23 NFU 26 30A/2P 12 DIV 23 PANEL L1 20A/2P 1120A/1120B -SPU-1SUMP PUMP CONTROL PANEL PUMP No. 2 GALLERY 1 208 1 8 FLA FVNR -INTEGRAL 23 NFU 26 30A/2P 12 DIV 23 PANEL L1 20A/2P SPU-1 (ALARM)SUMP PUMP CONTROL PANEL GALLERY ----------SPST 26 --DIV 23 SW36-CP1 -1120C -SPU-1 (ALARM) SPU-2 DUPLEX SUMP PUMP CONTROL PANEL GALLERY 2 -480 3 1.6 FLA FVNR -INTEGRAL 23 NFU 26 30A/3P 12 DIV 23 PANEL H1 15A/3P 1128A/1128B -SPU-2 SPU-2 DUPLEX SUMP PUMP CONTROL PANEL GALLERY ----------SPST 26 --DIV 23 SW36-CP1 -1129 -SPU-2 ABBREVIATIONS: MAG - MAGNETIC, HOA - HAND/OFF/AUTOMATIC, SS - START/STOP, TT - THERMAL TOGGLE, PB - PUSHBUTTON, START - STARTER, EMS - ENERGY MANAGEMENT SYSTEM, NFU- NON FUSED SWITCH, BKR - CIRCUIT BREAKER,C&P - CORD AND PLUG, FVNR - FULL VOLTAGE NON-REVERSING, DSD - DUCT SMOKE DETECTOR, VFD - VARIABLE FREQUENCY DRIVE, VT - VARIABLE TORQUE SPST - SINGLE POLE SINGLE THROW TOGGLE SWITCH NOTES: 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W -- PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. - ADAM WAHLER CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE 1000 1 6"12,470V 3 CONDUCTORS BY ROCKY MOUNTAIN POWER RMP SW36-MTR-CAB 1,3 - 1001 2 4"12,470V 3 2 3 1/C #1/0 --SW36-MTR-CAB SW36-SWGR1 1,3 - 1002 1 4"12,470V 3 1 3 1/C #1/0 --SW36-SWGR1 XFMR T1 1,3 - 1003 1 4"12,470V 3 1 3 1/C #1/0 --SW36-SWGR1 XFMR T2 1,3 - 1004 1 1-1/4"CONTROL -FURNISHED BY GENERATOR MANUFACTURE(26 32 13) INSTALLED BY CONTRACTOR GEN1-ACP SW36-GEN1 - 1005 ----------- 1006 2 5"4,160V 3 2 3 1/C #3/0 -#1 XFMR T1 SW36-ATS1 2,3 - 1007 2 5"4,160V 3 2 3 1/C #3/0 -#1 XFMR T2 SW36-MCC1 2,3 - 1008 1 5"4,160V 3 1 3 1/C #3/0 -#1 SW36-GEN1 SW36-ATS1 2,3 - 1009 1 3/4"120 1 1 1 1/C #10 #10 #10 PANEL L1 SW36-ATS1 (HEATER)TYPE P1 1010 1 1"CONTROL --1 12/C #14 --SW36-ATS1 SW36-CP1 TYPE C1 1011 1 2"CONTROL --1 12/C #14 --SW36-ATS1 SW36-GEN1 TYPE C1 1012 1 1-1/2"CONTROL --1 37/C #14 --SW36-GEN1 SW36-CP1 TYPE C1 1013 1 3/4"DATA --1 CAT 6 ---SW36-GEN1 SW36-NWP1 4 TYPE D4 1014 1 1-1/4"120/208 3 1 3 1/C #3 #3 #8 PANEL L1 PANEL GEN1-LP1 TYPE P2 1015 2 5"4,160V 3 2 3 1/C #3/0 -#1 SW36-ATS1 SW36-MCC1 2,3 - 1016 1 3/4"SIGNAL --1 2-2/C #16 -SHIELD SW36-GEN1 SW36-CP1 TYPE S3 1017 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 XFMR T3 2,3 - 1018 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02455 2,3 - 1019 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02456 2,3 - 1020 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02457 2,3 - 1021 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02451A (FUTURE) 2,3,6 - 1022 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02452A (FUTURE) 2,3,6 - 1023 1 3-1/2"4,160V 3 1 3 1/C #2 -#3 SW36-MCC1 PMP-02453A (FUTURE) 2,3,6 - 1024 ----------- 1025 2 2"277/480 3 2 3 1/C #3/0 #3/0 #3 XFMR T3 PANEL H1 5 TYPE P1 1026 1 1-1/4"480 3 1 3 1/C #3 -#8 PANEL H1 XFMR T4 TYPE P1 1027 1 2"120/208 3 1 3 1/C #3/0 #3/0 #6 XFMR T4 PANEL L1 TYPE P1 1028 1 3/4"CONTROL --2 1/C #14 --PANEL H1 SW36-CP1 TYPE P1 1029 1 3/4"CONTROL --2 1/C #14 --PANEL L1 SW36-CP1 TYPE P1 1030 ----------- 1031 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02456-EVA TYPE P1 1032 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02457-EVA TYPE P1 1033 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02451A-EVA (FUTURE)TYPE P1 1034 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02452A-EVA (FUTURE)TYPE P1 1035 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02453A-EVA (FUTURE)TYPE P1 1036 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 BFV3-02481-EVA TYPE P1 1037 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 CMP-02490 TYPE P1 CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE 1038 ----------- 1039 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02455-VFD PMP-02455 (RTDs)TYPE S2 """B CONTROL --4 1/C #14 --PMP-02455-VFD PMP-VSH-02455 TYPE P1 1040 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02456-MMR PMP-02456 (RTDs)TYPE S2 """B CONTROL --4 1/C #14 --PMP-02456-MMR PMP-VSH-02456 TYPE P1 1041 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02457-MMR PMP-02457 (RTDs)TYPE S2 """B CONTROL --4 1/C #14 --PMP-02457-MMR PMP-VSH-02457 TYPE P1 1042 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02451A-MMR PMP-02451A (FUTURE RTDS) 6 TYPE S2 """B CONTROL --4 1/C #14 --PMP-02451A-MMR PMP-VSH-02451A (FUTURE) 6 TYPE P1 1043 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02452A-MMR PMP-02452A (FUTURE RTDS) 6 TYPE S2 """B CONTROL --4 1/C #14 --PMP-02452A-MMR PMP-VSH-02452A (FUTURE) 6 TYPE P1 1044 1 1-1/2"A SIGNAL --8 3/C #16 -SHIELD PMP-02453A-MMR PMP-02453A (FUTURE RTDS) 6 TYPE S2 """B CONTROL --4 1/C #14 --PMP-02453A-MMR PMP-VSH-02453A (FUTURE) 6 TYPE P1 1045 ----------- 1046 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02455 TYPE P1 1047 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02456 TYPE P1 1048 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02457 TYPE P1 1049 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02451A (FUTURE) 6 TYPE P1 1050 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02452A (FUTURE) 6 TYPE P1 1051 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSH-02453A (FUTURE) 6 TYPE P1 1052 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 FLS-02418 TYPE P1 1053 1 1"SIGNAL --2 2/C #16 -SHIELD SW36-CP1 PDIT-02417 TYPE S1 1054 1 3/4"SIGNAL --1 2/C #16 -SHIELD SW36-CP1 PIT-02416 TYPE S1 1055 1 3/4"SIGNAL --1 2/C #16 -SHIELD SW36-CP1 PIT-02415 TYPE S1 1056 1 3/4"SIGNAL --1 2/C #16 -SHIELD SW36-CP1 FIT-02425 TYPE S1 1057 1 3/4"SIGNAL --1 2/C #16 -SHIELD FIT-02425 FE-02425 TYPE S4 1058 1 3/4"SIGNAL --1 2/C #16 -SHIELD SW36-CP1 FIT-02424 (FUTURE)TYPE S1 1059 1 3/4"SIGNAL --1 2/C #16 -SHIELD FIT-02424 (FUTURE) FE-02424 (FUTURE)TYPE S4 1060 1 3/4"SIGNAL --1 2/C #16 -SHIELD SW36-CP1 TIT-02419 TYPE S1 1061 1 3/4"CONTROL --4 1/C #14 --SW36-CP1 AIR DRAIN, FILL SOLENOIDS TYPE P1 1062 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02440 TYPE P1 1063 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02441 TYPE P1 1064 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02442 TYPE P1 1065 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02443 TYPE P1 1066 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02444 TYPE P1 1067 1 3/4"CONTROL --2 1/C #14 --JBOX-INT INT-02445 TYPE P1 1068 1 1"CONTROL --18 1/C #14 --DAC-101 JBOX-INT TYPE P1 1069 1 3/4"CONTROL --4 1/C #14 --DAC-101 SW36-CP1 TYPE P1 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - C a b l e a n d C o n d u i t S c h e d u l e . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 5 6 : 0 6 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 1 0 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N D U C T O R A N D C O N D U I T S C H E D U L E CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E610 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE 1070 ----------- 1071 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 CMP-02490-DISC1 TYPE P1 1072 1 3/4"480 3 1 3 1/C #12 -#12 CMP-02490-DISC1 CMP-02490 TYPE P1 1073 1 3/4"DATA --1 CAT 6 ---DAC-101 SW36-NWP1 TYPE D4 1074 1 3/4"120 1 1 1 1/C #12 #12 #12 DAC-101 SW36-NWP1 TYPE P1 1075 1 3/4"CONTROL --12 1/C #14 --PMP-02455-VFD SW36-CP1 TYPE P1 1076 1 1"SIGNAL --2 2/C #16 -SHIELD PMP-02455-VFD SW36-CP1 TYPE S1 1077 1 3/4"CONTROL --12 1/C #14 --PMP-02456-RVSS SW36-CP1 TYPE P1 1078 1 3/4"CONTROL --10 1/C #14 --PMP-02456-EVA SW36-CP1 TYPE P1 1079 ----------- 1080 1 3/4"CONTROL --12 1/C #14 --PMP-02457-RVSS SW36-CP1 TYPE P1 1081 1 3/4"CONTROL --10 1/C #14 --PMP-02457-EVA SW36-CP1 TYPE P1 1082 ----------- 1083 1 3/4"CONTROL --12 1/C #14 --PMP-02451A-RVSS SW36-CP1 TYPE P1 1084 1 3/4"CONTROL --10 1/C #14 --PMP-02451A-EVA SW36-CP1 TYPE P1 1085 ----------- 1086 1 3/4"CONTROL --12 1/C #14 --PMP-02452A-RVSS SW36-CP1 TYPE P1 1087 1 3/4"CONTROL --10 1/C #14 --PMP-02452A-EVA SW36-CP1 TYPE P1 1088 ----------- 1089 1 3/4"CONTROL --12 1/C #14 --PMP-02453A-RVSS SW36-CP1 TYPE P1 1090 1 3/4"CONTROL --10 1/C #14 --PMP-02453A-EVA SW36-CP1 TYPE P1 1091 ----------- 1092 1 3/4"CONTROL --10 1/C #14 --PMP-02481-EVA SW36-CP1 TYPE P1 1093 ----------- 1094 1 3/4"120 1 1 1 1/C #12 #12 #12 SW36-CP1 FIT-02425 AC POWER TYPE P1 1095 1 3/4"120 1 1 1 1/C #12 #12 #12 SW36-CP1 FIT-02424 AC POWER (FUTURE)TYPE P1 1096 ----------- 1097 1 3/4"CONTROL --4 1/C #14 --SW36-CP1 CMP-02490-ATL TYPE P1 1098 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02455-VFD TYPE D4 1099 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02456-RVSS TYPE D4 1100 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02457-RVSS TYPE D4 1101 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02451A-RVSS (FUTURE) 6 TYPE D4 1102 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02452A-RVSS (FUTURE) 6 TYPE D4 1103 1 1"DATA --2 CAT 6 ---SW36-NWP1 PMP-02453A-RVSS (FUTURE) 6 TYPE D4 1104 1 1"DATA --2 CAT 6 ---SW36-NWP1 SW36-CP1 TYPE D4 1105 1 1-1/2"DATA --1 MM FBR-12 STR ---EXISTING STATION CONTROL PANEL SW36-NWP1 TYPE D1 1106 1 1"A DATA --1 CAT 6 ---SW36-MCC1-PWR1 SW36-NWP1 TYPE D4 "B DATA --1 CAT 6 ---SW36-MCC1-PWR2 SW36-NWP1 TYPE D4 1107 ----------- 1108 1 1-1/4"DATA --1 CAT 6 ---SW36-ATS1 SW36-NWP1 4 TYPE D4 1109 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PRV-02491 TYPE P1 1110 ----------- 1111 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 SW36-CP1 TYPE P1 1112 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 SW36-NWP1 TYPE P1 1113 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 SW36-SEC1 TYPE P1 1114 ----------- 1115 ----------- 1116 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 UNIT HEATER UH-1 TYPE P1 1117 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 UNIT HEATER UH-2 TYPE P1 1118 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 DAMPER MD-1 TYPE P1 1119 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 DAMPER MD-2 TYPE P1 1120A 1 3/4"A 120 1 1 2 1/C #10 -#10 PANEL L1 SPU-1-DISC1 TYPE P1 """B 120 1 1 2 1/C #10 -#10 PANEL L1 SPU-1-DISC1 TYPE P1 1120B 1 3/4"A 120 1 1 2 1/C #10 -#10 SPU-1-DISC1 SPU-1 CONTROL PANEL (SUMP No. 1)TYPE P1 """B 120 1 1 2 1/C #10 -#10 SPU-1-DISC1 SPU-1 CONTROL PANEL (SUMP No. 2)TYPE P1 1120C 1 3/4"120 1 1 1 1/C #12 #12 #12 SPU-1 CONTROL PANEL (ALARM)SW36-CP1 TYPE P1 1121 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 EXHAUST FAN EF-1 TYPE P1 1122 1 3/4"208 1 1 2 1/C #12 -#12 PANEL L1 REST RM. ELECTRIC UNIT HEATER EUH-1 TYPE P1 1123 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02455-VFD HEATER/TEST POWER TYPE P1 1124 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 ELECTRIC WATER HEATER EWH-1 TYPE P1 1125 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 SPRINKLER CONTROLLER TYPE P1 1126 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SPRINKLER CONTROLLER TYPE D4 1127 ----------- 1128 1 3/4"A 480 3 1 3 1/C #12 -#12 PANEL H1 SPU-2 CONTROL PANEL TYPE P1 """B 480 3 1 3 1/C #12 -#12 PANEL H1 SPU-2 CONTROL PANEL TYPE P1 1129 1 3/4"120 1 1 1 1/C #12 #12 #12 SPU-2 (ALARM)SW36-CP1 TYPE P1 1130 1 1"480 3 1 3 1/C #8 -#8 PANEL H1 CU-1-DISC1 TYPE P1 1131 1 1"480 3 1 3 1/C #8 -#8 CU-1-DISC1 CU-1 TYPE P1 1132 1 1"480 3 1 3 1/C #8 -#8 PANEL H1 CU-2-DISC1 TYPE P1 1133 1 1"480 3 1 3 1/C #8 -#8 CU-2-DISC1 CU-2 TYPE P1 1134 1 1"480 3 1 3 1/C #8 -#8 PANEL H1 CU-3-DISC1 (FUTURE)TYPE P1 1135 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 AHU-1-DISC1 TYPE P1 1136 1 3/4"480 3 1 3 1/C #12 -#12 AHU-1-DISC1 AHU-1 TYPE P1 1137 ----------- CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - C a b l e a n d C o n d u i t S c h e d u l e . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 5 6 : 0 6 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 1 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N D U C T O R A N D C O N D U I T S C H E D U L E CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E611 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER 1138 1 1"480 3 1 3 1/C #6 -#10 PANEL H1 PMP-02455-VFD (AUXIARIES-FANS)TYPE P1 1139A 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 SF-1-DISC1 TYPE P2 1139B 1 3/4"480 3 1 3 1/C #12 -#12 SF-1-DISC1 SUPPLY FAN SF-1 TYPE P2 1140 1 3/4"480 3 1 3 1/C #12 -#12 PANEL H1 AHU-2-DISC1 TYPE P1 1141 1 3/4"480 3 1 3 1/C #12 -#12 AHU-2-DISC1 AHU-2 TYPE P1 1142 ----------- 1143 1 1"120 1 1 1 1/C #10 #10 #10 PANEL L1 NE EXTERIOR SECURITY CAMERA TYPE P2 1144 1 1"DATA --1 MM FBR-6 STR ---SW36-NWP1 NE EXTERIOR SECURITY CAMERA TYPE D1 1145 ----------- 1146 1 3/4"ACCESS CONTROL --1 MULTI PAIR ---DAC-101 JBOX-101 TYPE C2 1147 1 3/4"ACCESS CONTROL --1 MULTI PAIR ---DAC-101 JB0X-103 TYPE C2 1148 1 3/4"24V --4 1/C #14 --SW36-SEC1 SW CORNER IL/MS TYPE P1 1149 1 3/4"24V --4 1/C #14 --SW36-SEC1 NW CORNER IL/MS TYPE P1 1150 1 3/4"24V --4 1/C #14 --SW36-SEC1 NE CORNER IL/MS TYPE P1 1151 1 3/4"24V --4 1/C #14 --SW36-SEC1 SE CORNER IL/MS TYPE P1 1152 1 3/4"CONTROL --2 1/C #14 --NE CORNER MS DAC-101 TYPE P1 1153 1 3/4"CONTROL --2 1/C #14 --SE CORNER MS DAC-101 TYPE P1 1154 1 3/4"CONTROL --2 1/C #14 --NW CORNER MS DAC-101 TYPE P1 1155 1 3/4"CONTROL --2 1/C #14 --SW CORNER MS DAC-101 TYPE P1 1156 1 3/4"24V --2 1/C #14 --SW36-SEC1 DOOR 101.2 ML TYPE P1 1157 1 3/4"24V --2 1/C #14 --SW36-SEC1 DOOR 103.2 ML TYPE P1 1158 ----------- 1159 ----------- 1160 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SW36-CAM-1 TYPE D4 1161 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SW36-CAM-2 TYPE D4 1162 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SW36-CAM-3 TYPE D4 1163 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SW36-CAM-4 TYPE D4 1164 1 3/4"DATA --1 CAT 6 ---SW36-NWP1 SW36-CAM-5 TYPE D4 1165 ----------- 1166 ----------- 1167 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02456 RVSS HEATER/TEST POWER TYPE P1 1168 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02457 RVSS HEATER/TEST POWER TYPE P1 1169 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02451A RVSS HEATER/TEST POWER (FUTURE) TYPE P1 1170 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02452A RVSS HEATER/TEST POWER (FUTURE) TYPE P1 CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE CONDUCTOR AND CONDUIT SCHEDULE - 10200 SOUTH PUMP STATION CONDUIT ID CONDUIT CIRCUIT ID SERVICE RATING CONDUCTORS FROM TO NOTES # O F PARALLEL SETS QTY SIZE CURRENT CARRYING NTRL GND CONDUCTOR TYPE VOLT PHASE QTY TYPE SIZE 1171 1 3/4"120 1 1 1 1/C #12 #12 #12 PANEL L1 PMP-02453A RVSS HEATER/TEST POWER (FUTURE) TYPE P1 1172 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02455-VFD PMP-02455 MOTOR HEATER TYPE P1 1173 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02456-RVSS PMP-02456 MOTOR HEATER TYPE P1 1174 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02457-RVSS PMP-02457 MOTOR HEATER TYPE P1 1175 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02451A-RVSS PMP-02451A MOTOR HEATER (FUTURE) TYPE P1 1176 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02452A-RVSS PMP-02452A MOTOR HEATER (FUTURE) TYPE P1 1177 1 3/4"120 1 1 1 1/C #12 #12 #12 PMP-02453A-RVSS PMP-02453A MOTOR HEATER (FUTURE) TYPE P1 1178 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02455 TYPE P1 1179 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02456 TYPE P1 1180 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02457 TYPE P1 1181 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02451A (FUTURE)TYPE P1 1182 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02452A (FUTURE)TYPE P1 1183 1 3/4"CONTROL --2 1/C #14 --SW36-CP1 PSL-02453A (FUTURE)TYPE P1 1184 1 3/4"CONTROL --6 1/C #14 --SW36-CP1 SW36-MCC1 TIE STATUS INDICATORS TYPE P1 1185 1 3/4"CONTROL --2 1/C #14 --EXISTING STATION CONTROL PANEL CHECK VALVE CKV-02495 TYPE P1 1186 ----------- 1187 ----------- 1188 ----------- 1189 ----------- 1190 ----------- 1191 ----------- 1192 ----------- 1193 ----------- 1194 ----------- 1195 ----------- 1196 ----------- 1197 ----------- 1198 ----------- NOTE #1: 15KV RATED CABLE, MV-105, 1/3 CONCENTRIC NEUTRAL, SEE SECTION 26 05 13 FOR ADDITIONAL REQUIREMENTS. NOTE #2: 5KV RATED CABLE, MV-105, COPPER TAPE SHIELDED CABLE, SEE SECTION 26 05 13 FOR ADDITIONAL REQUIREMENTS. COPPER TAPE SHIELD SHALL ONLY BE GROUNDED AT 1 END. NOTE #3: SEE GROUNDING PLAN ON DRAWINGS FOR ADDITIONAL GROUNDING CONDUCTOR REQUIREMENTS. NOTE #4: CABLE SHALL BE DIRECT BURIAL RATED. NOTE #5: CIRCUIT ROUTED EXPOSED WALL/CEILING MOUNTED USING RIGID METAL CONDUIT. NOTE #6: CONDUCTORS TO BE PROVIDED IN THE FUTURE Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 6 - E l e c t r i c a l \ A u t o c a d \ P l a n S h e e t s \ E - C a b l e a n d C o n d u i t S c h e d u l e . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 1 : 5 6 : 0 6 A M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : SC H D 6 1 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H CO N D U C T O R A N D C O N D U I T S C H E D U L E CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 E612 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 0-1-21 PRO F E S S I O NAL EN G I N E E RPROFESSIONAL EN G I N E E R S T ATE OF U T A H No. 106031-2202 ADAM WAHLER POWER AND COMMUNICATION CABLE LINETYPE / COLOR LEGEND EXISTING PROPOSED FUTURE DESCRIPTION SIGNAL - ELECTRIC 24VDC POWER 120VAC POWER 208VAC POWER 240VAC POWER 480VAC POWER SCADA NETWORK (FIBER) SCADA NETWORK (ETHERNET/IP) SCADA NETWORK (MODBUS/TCP) SCADA NETWORK (DEVICENET) E/IP M/TCP ANNOTATION LEGEND MARK DESCRIPTION EQUIPMENT TAG ON/OFF PAGE CONNECTOR 1-WAY BREAK PROCESS FLOW DIRECTION HART TOTALIZER ANALOG INPUT / INTRINSICALLY SAFE ANALOG INPUT ANALOG OUTPUT DIGITAL INPUT / INTRINSICALLY SAFE DIGITAL INPUT DIGITAL OUTPUT PUMP SUPERVISORY RELAY HARDWARE INTERFACE MODULE HUMAN MACHINE INTERFACE INTERLOCK PIPE JUMP LEAK PROBE PSR HIM HMI I L P RAW WATER A IC3 RAW WATER A IC3 ANNOTATION LEGEND MARK DESCRIPTION EQUIPMENT TAG ON/OFF PAGE CONNECTOR 1-WAY BREAK PROCESS FLOW DIRECTION HART TOTALIZER ANALOG INPUT / INTRINSICALLY SAFE ANALOG INPUT ANALOG OUTPUT DIGITAL INPUT / INTRINSICALLY SAFE DIGITAL INPUT DIGITAL OUTPUT PUMP SUPERVISORY RELAY HARDWARE INTERFACE MODULE HUMAN MACHINE INTERFACE INTERLOCK PIPE JUMP LEAK PROBE PSR HIM HMI I L P GENERAL INSTRUMENT OR FUNCTION SYMBOLS LEGEND FIELD MOUNTED PRIMARY LOCATION ACCESSIBLE DISCRETE INSTRUMENTS TREAMENT STREAM TREAMENT STREAM CONTINUED FROM DRAWING NUMBER MATCH LINE NUMBER CONTINUED TO DRAWING NUMBER MATCH LINE NUMBER INSTRUMENT SYMBOL GENERAL NOTES 1.THE SYMBOLIZATION AND NOMENCLATURE USED ON THESE P&ID DRAWINGS ARE BASED ON ISA STANDARDS AND INDUSTRY CONVENTIONS. SOME MODIFICATIONS AND ADDITIONS HAVE BEEN MADE FOR CLARIFICATIONS AND OMISSIONS IN STANDARDS. 2.THE SYMBOLIZATION AND NOMENCLATURE SHOWN HERE APPLIES TO P&ID DRAWINGS ONLY. ADDITIONAL LEGENDS MAY BE USED ON OTHER DRAWINGS. 3.SOME SYMBOLS MAY NOT BE SHOWN ON THIS LEGEND, NOT ALL SYMBOLS SHOWN MAY NECESSARILY BE USED ON THESE DRAWINGS. HAND SWITCH ABBREVIATIONS MARK DESCRIPTION ESP EMERGENCY STOP FOR FORWARD OFF REVERSE HOA HAND OFF AUTO HOR HAND OFF REMOTE HORN ALARM HORN L/R LOCAL REMOTE LOR LOCAL OFF REMOTE LSR LOCAL STOP REMOTE O/C OPEN CLOSE OCA OPEN CLOSE AUTO OCR OPEN CLOSE REMOTE OSC OPEN STOP CLOSE COAO CLOSE OFF AUTO OPEN OA OPEN AUTO POT POTENTIOMETER RST RESET SS START STOP STR START WDA WET DRY AUTO X YN XXX ISA FUNCTION PROCESS TAG INSTRUMENT SYMBOL COLOR INDICATOR A = AMBER G = GREEN R = RED W = WHITE XXXX FUNCTION HS XXX XXX ISA FUNCTION PROCESS TAG INSTRUMENT SYMBOL HAND SWITCH FUNCTION XXX ANALYTICAL INSTRUMENT TYPE TYPICAL INSTRUMENT CODES / LETTER COMBINATIONS INITIAL LETTER MEASURED OR INITIATING VARIABLE SWITCH ALARMS SENSOR / TRANSMITTER LOCAL HIGH HIGH HIGH LOW LOW LOW DIFF.HIGH HIGH HIGH LOW LOW LOW DIFF.ELEMENT INDICATING BLIND READOUT A ANALYSIS ASH AE AIT AT F FLOW FSH FE FIT FT FI I CURRENT ISH L LEVEL LSHH LSH LSL LSLL LAHH LAH LAL LALL LE LIT LT LI M MOISTURE PDSH MAH ME MIT MT P PRESSURE PSH TDSH PAH PAL PDAL PE PIT PT PI T TEMPERATURE TSHH TSH TAH TAL TDAL TE TIT TT TI W WEIGHT/TORQUE WSHH WSH WSL WSLL WAHH WAH WAL WE WIT WT WI VALVE ACTUATOR LEGEND MARK DESCRIPTION DIAPHRAGM ROTARY MOTOR ELECTRIC PNEUMATIC HYDRAULIC SOLENOID HAND HAND WHEEL CHAIN WHEEL FLOOR STAND FLOOR BOX WEIGHTED PRESSURE RELIEF PILOT RELIEF M E P H S HW CW FS FB P PUMP LEGEND MARK DESCRIPTION GENERIC CHEMICAL FEED / METERING PUMP VERTICAL TURBINE - IN BASIN VERTICAL TURBINE - IN CAN VERTICAL TURBINE - IN BASIN (TOP) VERTICAL TURBINE - IN CAN (TOP MP VT VT VT VT EQUIPMENT LEGEND MARK DESCRIPTION MOTOR - PUMPS/BLOWERS AERATOR MIXER POLYMER INLINE MIXER CALIBRATION COLUMN / FLOW INDICATOR PULSATION DAMPNER AERATION DIFFUSERS JET MIXING HEADER EJECTOR CHEMICAL STORAGE TANK DESSICANT DRYER FLOW STRAIGHTENING HYDRANT SEDIMENT TRAPPER FILTER STATIC MIXER M XXX -YYYYY ID NUMBERDEVICE BLOWER LEGEND MARK DESCRIPTION ROOTS BLOWER IS IS FIT XXX ISA FUNCTION PROCESS TAG SAMPLE EQUIPMENT TAGBFV1-02455 VALVE/GATE LEGEND MARK DESCRIPTION AIR RELEASE AIR VACUUM / RELEASE GENERIC GATE BUTTERFLY PLUG PINCH BALL KNIFE GATE NEEDLE GENERIC NORMALLY CLOSED GATE NORMALLY CLOSED BUTTERFLY NORMALLY CLOSED PLUG NORMALLY CLOSED PINCH NORMALLY CLOSED BALL NORMALLY CLOSED KNIFE GATE NORMALLY CLOSED NEEDLE NORMALLY CLOSED CHECK SURGE ANTICIPATOR PRESSURE REDUCING PRESSURE SUSTAINING / FLOW CONTROL VALVE 3-WAY 4-WAY ANGLE RUPTURE DISK - PRESSURE REDUCED PRESSURE ZONE / BACKFLOW PREVENTER MUD VALVE GATE (GENERIC) STOP PLATE WEIR GATE DIVERTER GATE STRAINER BASKET STRAINER CAP QUICK CONNECT/ADAPTER AUTO FEED VALVE PROCESS EQUIPMENT LINETYPE / COLOR LEGEND EXISTING PROPOSED FUTURE DESCRIPTION PROCESS PIPING CHEMICAL PIPING PIPE FITTING EQUIPMENT VALVES SENSORS INSTRUMENT PLANT AIR DNET E/IP M/TCP DNET E/IP M/TCP DNET 120VAC 480VAC 120VAC 480VAC 120VAC 480VAC 24VDC 24VDC24VDC 240VAC 240VAC240VAC 208VAC 208VAC208VAC REFER TO CONDUCTOR & CONDUIT SCHEDULE(s) CIRCUIT DESIGNATOR XXXX NUMERALS INDICATE CIRCUIT NUMBER LEADER ADDED FOR CLARITY WHEN SHOWN EQUIPMENT DESIGNATOR INSTRUMENT LEGEND MARK DESCRIPTION FLOW METER - MAGNETIC FLOW METER - TURBINE OR PROPELLER FLOW METER - POSITIVE DISPLACEMENT FLOW METER - CORIOLLIS FLOW METER - SONIC OR ULTRASONIC FLOW TUBE ORIFICE PLATE OPEN CHANNEL WEIR PLATE OPEN CHANNEL FLUME THERMAL DISPERSION FLOW ELEMENT ULTRASONIC LEVEL SENSOR RADAR LEVEL SENSOR DIAPHRAGM SEAL BALL FLOAT Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 0 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PR O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M S Y M B O L S A N D A B B R E V I A T I O N S CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC001 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER BFV- PIT 02408HW GV- E BFV- FIT 02402 FE-02402 HW BFV- HW GV- FIT 02401 FE-02401 PIT 02403 HW BFV- P- EXISTING PUMP STATION B IC102 EXISTING PUMP STATION A IC102 METER AND VALVE STATION VAULT 78" JORDAN AQUEDUCT REACH 2 (JA-2) 24" 24" 24" 14" 8" 12" 12" TANK OVERFLOW AQUEDUCT TURNOUT VAULT BURIED 3.0 MG RESERVOIR 135' Ø METER VAULT HW HW CP X X AQ U E D U C T P R E S S U R E RE S E R V O I R F L O W ST A T I O N F L O W SY S T E M P R E S S U R E PN L - D P 2 P? - F V N R RUN G YL - HS - HOA FAULT R YA - IN A U T O RU N N I N G FA U L T RE Q U I R E D PUMP ? P- CL O S E D OP E N OP E N C O M M A N D IN R E M O T E BF V - 0 2 4 7 1 - E V A HSAU 02471 24" VALVE BFV-02471-EVA RST 02476 ALARM RESET INT 02475 LIT 02405 RE S E R V O I R I N T R U S I O N A L A R M RE S E R V O I R L E V E L ZSO 02471 ZSC 02471 IC105 A NEW PUMP STATION OVERFLOW BOX GV- HW PRV- SOUTH JORDAN CKV-02495 ZSO 02495 ME T E R V A U L T C H E C K V A L V E O P E N 11 8 5 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EX I S T I N G M E T E R V A U L T S CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC101 GENERAL NOTES 1.EXISTING P&ID'S SHOWN BASED ON EXISTING DRAWINGS AND FIELD OBSERVATION. EXACT ROUTING AND TAGGING NOT SHOWN. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER E BFV-02404 HW BFV- 24 " VT M 16"14" PMP-02454 PSH - PI - E BFV-02454 HW BFV-CKV- HW BFV- 24" HW BFV- 16 " VT M 16"10" PMP-02453 PSH - PI - E BFV-02453 HW BFV-CKV- 24" 8" HW GV- HW GV--4" 8" 12 " 12" PRV AND METER MANIFOLD A IC103 PIT - PIT 02411 EXISTING PUMP STATION PI - CP X X DI S C H A R G E P R E S S U R E SU C T I O N P R E S S U R E MC C X X PM P - 0 2 4 5 4 A T L IN A U T O RU N N I N G FA U L T RE Q U I R E D PUMP 4 PMP-02454 PUMP 3 PMP-02453 CL O S E D OP E N OP E N C O M M A N D IN R E M O T E RESERVOIR VALVE BFV-02404-EVA CL O S E D OP E N OP E N C O M M A N D IN R E M O T E PUMP 4 BFV-02454-EVA CL O S E D OP E N OP E N C O M M A N D IN R E M O T E PUMP 3 BFV-02453-EVA PU M P ? P R E S S U R E S W I T C H H I G H PU M P ? P R E S S U R E S W I T C H H I G H IN R E M O T E IN A U T O RU N N I N G FA U L T RE Q U I R E D IN R E M O T E BF V - 0 2 4 0 4 - E V A HSAU 02404 PV 02404 SP 02404 0-100%0-100% BF V - 0 2 4 5 4 - E V A ZSO 02454 ZSC 02454 HSAU 02454 HSAR 02454 AUXA 02454 AUXB 02454 PM P - 0 2 4 5 3 A T L HSAU 02453 HSAR 02453 AUXA 02453 AUXB 02453 BF V - 0 2 4 5 3 - E V A ZSO 02453 ZSC 02453 DISCHARGE HEADER B IC103 SUCTION HEADER C IC103 JORDAN AQUEDUCT B IC101 RESERVOIR AND METER VAULT A IC101 SURGE TANK VAULT BIC104 FIT - FE- PIT - PI - Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EX I S T I N G P U M P S T A T I O N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC102 GENERAL NOTES 1.EXISTING P&ID'S SHOWN BASED ON EXISTING DRAWINGS AND FIELD OBSERVATION. EXACT ROUTING AND TAGGING NOT SHOWN. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER HW BFV- 20 " VT M 16"14" PMP-02452 HW BFV- 20 " VT M 16"10" PMP-02451 PSH - PI - E BFV-02451 HW BFV-CKV- HW BFV- PRV AND METER MANIFOLD A IC104 5700 W PUMP STATION AND RESERVOIR CP X X IN A U T O RU N N I N G FA U L T RE Q U I R E D PUMP 2 PMP-02452 PUMP 1 PMP-02451 SP E E D C O M M A N D SP E E D F E E D B A C K CL O S E D OP E N OP E N C O M M A N D IN R E M O T E PUMP 1 BFV-02451-EVA PU M P ? P R E S S U R E S W I T C H H I G H IN A U T O RU N N I N G FA U L T RE Q U I R E D IN R E M O T E MC C PM P - 0 2 4 5 2 V F D HSAU 02452 HSAR 02452 AUXA 02452 AUXB 02452 PM P - 0 2 4 5 1 A T L HSAU 02451 HSAR 02451 AUXA 02451 AUXB 02451 BF V - 0 2 4 5 1 - E V A ZSO 02451 ZSC 02451 PSH - PI - HW BFV-CKV- PU M P ? P R E S S U R E S W I T C H H I G H TIT 02412 INT 02473 INT 02474 LSH 02477 FL O O D S W I T C H BU I L D I N G T E M P E R A T U R E IN T R U S I O N A L A R M A R M E D BU I L D I N G I N T R U S I O N A L A R M SUCTION HEADER C IC102 DISCHARGE HEADER B IC102 PRV AND METER MANIFOLD A IC102 EXISTING PUMP STATION Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EX I S T I N G P U M P S T A T I O N C O N T I N U E D CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC103 GENERAL NOTES 1.EXISTING P&ID'S SHOWN BASED ON EXISTING DRAWINGS AND FIELD OBSERVATION. EXACT ROUTING AND TAGGING NOT SHOWN. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER HW GV- 12" HW GV- FIT 02407 FE-02407 8" - HW GV- HW GV- HW GV-- HW GV- 3" HW GV- PI - - HW GV- HW GV- 12" SOUTH JORDAN TO HOUSE WATER 18" HW BFV- SURGE TANK LIT 02409 -BFV- BURIED 5700 W PUMP STATION AND RESERVOIR GV-02472 AIR COMPRESSOR METER VAULT CP X X PU M P S T A T I O N F L O W SU R G E T A N K L E V E L AI R S O L E N O I D S SURGE TANK VAULT EXISTING PUMP STATION EXISTING PUMP STATION B IC102 PRV AND METER MANIFOLD A IC103 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 4 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EX I S T I N G P U M P S T A T I O N C O N T I N U E D A N D S U R G E T A N K V A U L T CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC104 GENERAL NOTES 1.EXISTING P&ID'S SHOWN BASED ON EXISTING DRAWINGS AND FIELD OBSERVATION. EXACT ROUTING AND TAGGING NOT SHOWN. 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER VT M PMP-02452A HW BFV1-02453A VT M PMP-02453A DISCHARGE HEADER A IC106 SUCTION HEADER B IC106 HW BFV-02480 BFV-02481 FIT 02425 FE-02425 120VAC UPS SW36-CP1 PSH 02452A PI2 02452A PSH 02453A PI2 02453A SW 3 6 - C P 1 PI1 02453A PU M P 2 A D I S C H A R G E P R E S S U R E S W I T C H H I G H PU M P 3 A D I S C H A R G E P R E S S U R E S W I T C H H I G H ST A T I O N S U C T I O N F L O W TSH1 02452A TSH2 02452A TSH3 02452A TSH4 02452A TSH5 02452A TSH6 02452A TSH7 02452A TSH8 02452A VSH 02452A PM P - 0 2 4 5 2 A M O T O R TSH1 02453A TSH2 02453A TSH3 02453A TSH4 02453A TSH5 02453A TSH6 02453A TSH7 02453A TSH8 02453A VSH 02453A PM P - 0 2 4 5 3 A M O T O R CL O S E D OP E N OP E N C O M M A N D IN R E M O T E BF V - 0 2 4 8 1 - E V A HS1 02481 HS2 02481 G ZIO 02481 R ZIC 02481 OSC L/R AQUEDUCT CONTROL VALVE BFV-02476-EVA PM P - 0 2 4 5 2 A - R V S S RUN G YL 02452A HS 02452A HOA FAULT R YA 02452A PM P - 0 2 4 5 2 A MO T O R C O N T R O L R E L A Y PM P - 0 2 4 5 3 A - R V S S RUN G YL 02453A HS 02453A HOA FAULT R YA 02453A PM P - 0 2 4 5 3 A MO T O R C O N T R O L R E L A Y BF V 3 - 0 2 4 5 2 A - E V A HS1 02452A HS2 02452A G ZIO 02452A R ZIC 02452A OSC L/R BF V 3 - 0 2 4 5 3 A - E V A HS1 02453A HS2 02453A G ZIO 02453A R ZIC 02453A OSC L/R PUMP 2A PMP-02452A O/C E BFV3-02452A HW BFV2-02452ACKV-02452AARV-02452A O/C E BFV3-02453A HW BFV2-02453ACKV-02453A IN H A N D RU N N I N G FA U L T RE Q U I R E D PUMP 3A PMP-02453A ARV-02453A PUMP 2A BFV3-02452A PUMP 3A BFV3-02453A BEARING RTDS WINDING RTDS BEARING RTDS WINDING RTDS IN T E G R A L T O B F V - 0 2 4 8 1 IN T E G R A L T O B F V 3 - 0 2 4 5 2 A IN T E G R A L T O B F V 3 - 0 2 4 5 3 A 4160VAC PMP-02452A-RVSS 4160VAC PMP-02453A-RVSS ARV-02483 PUMP 2APUMP 3A FIT 02424 FE-02424 120VAC UPS CP1 BFV-02482 FUTURE SOUTHWEST AQUEDUCT ST A T I O N S U C T I O N F L O W O/C E HW SW 3 6 - M C C 1 IC101A 36W AND 102S RESERVOIR HW BFV1-02452A 480V/3Ø PANEL H1 1036 480V/3Ø PANEL H1 1035 10 5 8 10 5 6 1095 1059 1094 1057 1044 1043 10 5 1 10 5 0 480V/3Ø PANEL H1 1034 PSL 02453A PU M P 3 A S U C T I O N P R E S S U R E S W I T C H L O W PI1 02452A PSL 02452A PU M P 2 A S U C T I O N P R E S S U R E S W I T C H L O W FA U L T CL O S E D OP E N OP E N C O M M A N D IN R E M O T E FA U L T IN A U T O VI B R A T I O N A L A R M 11 8 3 11 8 2 IN H A N D RU N N I N G FA U L T RE Q U I R E D IN A U T O VI B R A T I O N A L A R M CL O S E D OP E N OP E N C O M M A N D IN R E M O T E FA U L T SW 3 6 - N W P 1 1092 1090 1089 1086 1087 E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP 1 E/ I P 120V PANEL L11112120V PANEL L1 1111 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 5 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PR O P O S E D P U M P S T A T I O N CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC105 GENERAL NOTES 1.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 2.NUMBERED BLUE BOXES ADJACENT TO CIRCUIT WIRING DENOTES CIRCUIT ID FROM CONDUCTOR AND CONDUIT SCHEDULE. CONSTRUCTION NOTES ADDITIONAL DATA COMMUNICATED BETWEEN THE VFD OR STARTER AND THE CONTROL SYSTEM SHALL BE PROVIDED OVER THE ETHERNET NETWORK VIA THE ETHERNET/IP PROTOCOL. 1 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER SW 3 6 - C P 1 SUCTION HEADER B IC105 DISCHARGE HEADER A IC105 DISCHARGE HEADER A IC107 SUCTION HEADER B IC107 ST A T I O N D I S C H A R G E P R E S S U R E PIT 02416 VT M PMP-02451A PSH 02451A PI2 02451A PU M P 1 A D I S C H A R G E P R E S S U R E S W I T C H H I G H TSH1 02451A TSH2 02451A TSH3 02451A TSH4 02451A TSH5 02451A TSH6 02451A TSH7 02451A TSH8 02451A VSH 02451A BEARING RTDS WINDING RTDS PM P - 0 2 4 5 1 A M O T O R PM P - 0 2 4 5 1 A - R V S S RUN G YL 02451A HS 02451A HOA FAULT R YA 02451A PM P - 0 2 4 5 1 A MO T O R C O N T R O L R E L A Y BF V 3 - 0 2 4 5 1 A - E V A HS1 02451A HS2 02451A G ZIO 02451A R ZIC 02451A OSC L/R O/C E BFV3-02451A HW BFV2-02451ACKV-02451AARV-02451A PUMP 1A PMP-02451A PUMP 1A BFV3-02451A IN T E G R A L T O B F V 3 - 0 2 4 5 1 A 4160VAC PMP-02451A-RVSS PUMP 1A SW 3 6 - M C C 1 HW BFV1-02457 VT M PMP-02457 O/C E BFV3-02457 HW BFV2-02457CKV-02457 PSH 02457 PI2 02457 PU M P 7 D I S C H A R G E P R E S S U R E S W I T C H H I G H TSH1 02457 TSH2 02457 TSH3 02457 TSH4 02457 TSH5 02457 TSH6 02457 TSH7 02457 TSH8 02457 VSH 02457 PM P - 0 2 4 5 7 M O T O R PUMP 7 PMP-02457 ARV-02457 PM P - 0 2 4 5 7 - R V S S RUN G YL 02457 HS 02457 HOA FAULT R YA 02457 PM P - 0 2 4 5 7 MO T O R C O N T R O L R E L A Y BEARING RTDS WINDING RTDS 4160VAC PMP-02457-RVSS PUMP 7 PUMP 7 BFV3-02457 BF V 3 - 0 2 4 5 7 - E V A HS1 02457 HS2 02457 G ZIO 02457 R ZIC 02457 OSC L/R IN T E G R A L T O B F V 3 - 0 2 4 5 7 HW BFV1-02451A 480V/3Ø PANEL H1 1033 480V/3Ø PANEL H1 1032 10 4 9 10 5 4 10 4 8 1042 1041 PI1 02451A PSL 02451A PU M P 1 A S U C T I O N P R E S S U R E S W I T C H L O W PI1 02457 PSL 02457 PU M P 7 S U C T I O N P R E S S U R E S W I T C H L O W 11 8 1 11 8 0 SW 3 6 - N W P 1 IN H A N D RU N N I N G FA U L T RE Q U I R E D CL O S E D OP E N OP E N C O M M A N D IN R E M O T E FA U L T IN A U T O VI B R A T I O N A L A R M IN H A N D RU N N I N G FA U L T RE Q U I R E D CL O S E D OP E N OP E N C O M M A N D IN R E M O T E FA U L T IN A U T O VI B R A T I O N A L A R M 108010831084 1081 E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/ I P 1 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 6 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PR O P O S E D P U M P S T A T I O N C O N T I N U E D CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC106 GENERAL NOTES 1.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 2.NUMBERED BLUE BOXES ADJACENT TO CIRCUIT WIRING DENOTES CIRCUIT ID FROM CONDUCTOR AND CONDUIT SCHEDULE. CONSTRUCTION NOTES ADDITIONAL DATA COMMUNICATED BETWEEN THE VFD OR STARTER AND THE CONTROL SYSTEM SHALL BE PROVIDED OVER THE ETHERNET NETWORK VIA THE ETHERNET/IP PROTOCOL. 1 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER PIT 02415 SW 3 6 - C P 1 ST A T I O N S U C T I O N P R E S S U R E SUCTION HEADER B IC106 DISCHARGE HEADER A IC106 DISCHARGE HEADER A IC108 VT M PMP-02456 O/C E BFV3-02456 HW BFV2-02456CKV-02456 PSH 02456 PI2 02456 PU M P 6 D I S C H A R G E P R E S S U R E S W I T C H H I G H TSH1 02456 TSH2 02456 TSH3 02456 TSH4 02456 TSH5 02456 TSH6 02456 TSH7 02456 TSH8 02456 VSH 02456 BEARING RTDS WINDING RTDS PM P - 0 2 4 5 6 M O T O R PUMP 6 PMP-02456 PUMP 6 BFV3-02456 ARV-02456 PM P - 0 2 4 5 6 - R V S S RUN G YL 02456 HS 02456 HOA FAULT R YA 02456 PM P - 0 2 4 5 6 MO T O R C O N T R O L R E L A Y BF V 3 - 0 2 4 5 6 - E V A HS1 02456 HS2 02456 G ZIO 02456 R ZIC 02456 OSC L/R IN T E G R A L T O B F V 3 - 0 2 4 5 6 4160VAC PMP-02456-RVSS PUMP 6 SW 3 6 - M C C 1 VT M PMP-02455 HW BFV2-02455CKV-02455 PM P - 0 2 4 5 5 - V F D PSH 02455 PI2 02455 PU M P 5 D I S C H A R G E P R E S S U R E S W I T C H H I G H TSH1 02455 TSH2 02455 TSH3 02455 TSH4 02455 TSH5 02455 TSH6 02455 TSH7 02455 TSH8 02455 VSH 02455 RUN G YL 02455 HS 02455 HOA FAULT R YA1 02455 PM P - 0 2 4 5 5 M O T O R IN A U T O RU N N I N G FA U L T RE Q U I R E D PUMP 5 PMP-02455 ARV-02455 SC 02455 0-100% SP E E D F E E D B A C K SP E E D C O M M A N D BEARING RTDS WINDING RTDS 4160VAC PMP-02455-VFD PUMP 5 DRAIN TO SUMP DRAIN TO SUMP HW HW BFV1-02456 HW BFV1-02455 480V/3Ø SW36-CP1 1031 1040 10 4 7 10 4 6 10 5 5 1039 HW PI1 02456 PSL 02456 PU M P 6 S U C T I O N P R E S S U R E S W I T C H L O W PI1 02455 PSL 02455 PU M P 5 S U C T I O N P R E S S U R E S W I T C H L O W DRIVE WARNING A YA2 02455 MAIN CONTR. OPEN G YN2 02455 MAIN CONTR. CLOSED G YN1 02455 IN H A N D RU N N I N G FA U L T RE Q U I R E D CL O S E D OP E N OP E N C O M M A N D IN R E M O T E FA U L T IN A U T O VI B R A T I O N A L A R M 11 7 9 11 7 8 1078 1077 1075 1076 SW 3 6 - N W P 1 1 E/ I P E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP E/IP HW PRV-02491BFV-02490 ZIC 02491 HIGH PRESSURE BLOW OFF HI G H P R E S S U R E B L O W O F F CL O S E D 11 0 9 Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 7 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PR O P O S E D P U M P S T A T I O N C O N T I N U E D CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC107 GENERAL NOTES 1.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 2.NUMBERED BLUE BOXES ADJACENT TO CIRCUIT WIRING DENOTES CIRCUIT ID FROM CONDUCTOR AND CONDUIT SCHEDULE. CONSTRUCTION NOTES ADDITIONAL DATA COMMUNICATED BETWEEN THE VFD OR STARTER AND THE CONTROL SYSTEM SHALL BE PROVIDED OVER THE ETHERNET NETWORK VIA THE ETHERNET/IP PROTOCOL. 1 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER SURGE TANK PDIT 02492 5700 W PUMP STATION AND RESERVOIR HW BFV-02485 SW 3 6 - C P 1 48 0 V A C 48 0 V A C 48 0 V A C 480VAC DISC1 02490 DISCHARGE HEADER A IC107 HW BFV-02487 AIR COMPRESSOR CMP-02490 M FLS 02418 GA L L E R Y L E V E L F L O O R F L O O D S W I T C H 10 5 2 CO M M O N S E C U R I T Y A L A R M 10 6 9 TNK-02492 TIT 02419 PU M P S T A T I O N A M B I E N T T E M P E R A T U R E 10 6 0 DA C - 1 0 1 DO O R R E L E A S E PI 02492A S S PI 02492B SURGE CONTROL MANIFOLD DRAIN VENT AIR DRAIN AIR FILL CM P - 0 2 4 9 0 - A T L 480V/3Ø PANEL H1 1037 10 5 3 10 6 1 SURGE TANK COMPRESSOR SKID PSL 02492 SU R G E T A N K D I F F E R E N T I A L P R E S S U R E HS 02490 HO SV-02492A SV-02492B SU R G E T A N K A I R F I L L S O L E N O I D SU R G E T A N K A I R D R A I N S O L E N O I D 1 AI R C O M P R E S S O R FA U L T 10 9 7 M SPU-2 TSH SPU-2 MSH SPU-2 LSH SPU-2 120VAC PANEL L1 DISC1 SPU-2 480VAC SP U - 2 C O N T R O L P A N E L 1128A 1128B SP U - 2 S U M P P U M P AL A R M 11 2 9 48 0 V A C 48 0 V A C 48 0 V A C 48 0 V A C 48 0 V A C 48 0 V A C TOP OF BLOWOFF DRAIN M SPU-1 TSH SPU-1 MSH SPU-1 LSH SPU-1 120VAC PANEL L1 DISC1 SPU-1 120VAC SP U - 1 C O N T R O L P A N E L 1120B 1120A SP U - 1 S U M P P U M P AL A R M 11 2 0 C 12 0 V A C 12 0 V A C 12 0 V A C 12 0 V A C 12 0 V A C 12 0 V A C PUMPED WASTE LINE SPU-2 SUMP BASINSPU-1 SUMP BASIN Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 8 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H PR O P O S E D S U R G E T A N K CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC108 GENERAL NOTES 1.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 2.NUMBERED BLUE BOXES ADJACENT TO CIRCUIT WIRING DENOTES CIRCUIT ID FROM CONDUCTOR AND CONDUIT SCHEDULE. CONSTRUCTION NOTES MOUNT PDIT NEAR BOTTOM OF TANK TO EFFECTIVELY MEASURE WATER LEVEL IN TANK 1 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER UT I L I T Y P O W E R A V A I L A B L E GE N E R A T O R P O W E R A V A I L A B L E CO N N E C T E D T O U T I L I T Y CO N N E C T E D T O G E N E R A T O R PR E - T R A N S F E R S I G N A L RE M O T E S T A R T RU N N I N G NO T I N A U T O PR E - H I G H E N G I N E T E M P E R A T U R E HI G H E N G I N E T E M P E R A T U R E LO W C O O L A N T L E V E L PR E - L O W O I L P R E S S U R E FU E L L E V E L OV E R S P E E D LO W E N G I N E T E M P E R A T U R E PUMP STATION GENERATOR PUMP STATION ATS SW 3 6 - G E N 1 SW 3 6 - A T S 1 ST A R T HI M HI M M/TCP M/TCP M/TCPM/TCPM/TCP 1 SW 3 6 - M C C 1 - P W R 1 SW 3 6 - M C C 1 SW 3 6 - M C C 1 - P W R 2 M/TCPM/TCPM/TCPM/TCPM/TCP M/TCPM/TCPM/TCPM/TCPM/TCPM/TCP E/IP SP D PA N E L H 1 PA N E L H I S P D F A I L U R E SP D PA N E L L 1 PA N E L L 1 S P D F A I L U R E CO N T R O L P O W E R A V A I L A B L E UP S P O W E R A V A I L A B L E SP D F A I L U R E POWER ON W YL CP1 CONTROL PANEL MC C T I E S E C T I O N SW 3 6 - M C C 1 T R A N S F O R M E R T 1 S W I T C H C L O S E D SW 3 6 - M C C 1 T R A N S F O R M E R T 2 S W I T C H C L O S E D SW 3 6 - M C C 1 T I E S W I T C H C L O S E D SW 3 6 - N W P 1 SW 3 6 - C P 1 10 1 2 10 1 0 11 8 4 10 2 8 10 2 9 10 1 6 LO W O I L P R E S S U R E FU E L T A N K L E A K BA T T E R Y C H A R G E R F A U L T Fi l e : W: \ J \ J V W C D \ 1 1 9 1 0 - 2 0 2 0 - 0 0 2 \ C A D D w g s \ 0 7 - I & C \ P l a n S h e e t s \ I C _ P & I D . d w g La s t S a v e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 1 2 : 2 5 : 3 8 P M Pl o t t e d : B y : Ia n S m i t h D a t e : Mo n d a y , N o v e m b e r 1 5 , 2 0 2 1 La y o u t : IC 1 0 9 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY DRAWING / Advanced Engineering and Environmental Services, LLC l 3400 N Ashton Blvd Ste 105 Lehi, UT 84043 l (t) 801-331-8489 l www.ae2s.com SY M DA T E DE S C R I P T I O N AP P R 36 0 0 W E S T 1 0 2 0 0 S O U T H P U M P S T A T I O N JO R D A N V A L L E Y W A T E R C O N S E R V A N C Y D I S T R I C T SO U T H J O R D A N , U T A H EL E C T R I C A L E Q U I P M E N T CONST. IPS JJD AMW SEPT. 2021 11910-2020-002 IC109 GENERAL NOTES 1.ALL TAGS ARE PRECEDED BY "DS-SW36". TAGS ALREADY PRECEDED WITH "SW36" WILL BE PRECEDED WITH "DS-"ONLY. THIS PREFIX HAS NOT BEEN SHOWN FOR DRAWING CLARITY. 2.NUMBERED BLUE BOXES ADJACENT TO CIRCUIT WIRING DENOTES CIRCUIT ID FROM CONDUCTOR AND CONDUIT SCHEDULE. CONSTRUCTION NOTES ADDITIONAL DATA COMMUNICATED BETWEEN EQUIPMENT SHOWN AND THE CONTROL SYSTEM SHALL BE PROVIDED OVER THE ETHERNET NETWORK VIA THE MODBUS TCP/IP PROTOCOL 1 11 - 1 2 - 2 1 CO N F O R M E D T O B I D AM W 09-17-21 PRO F E S S I O N A L EN G I N E E RPROFESSIONAL EN G I N E E R S TATE O F U T A H NR. 10476031-2202 ADAM WAHLER