The URL can be used to link to this page

Home My WebLink AboutDDW-2024-006470PROJECT LOCATION LOCATION MAP PHONE (801) 299-1327 FAX (801) 299-0153 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 E N G I N E E R I N G WEB E R W I L D R D DRAWINGS FOR OAKLEY CITY MARCH 2024 CATTAIL WELL HOUSE PROJECT REVIEW SET PIN I O N L N SITE VICINITY MAP PROJECT SITE COTTONWOOD TANKS 1 TITLE PAGE GENERAL DRAWING INDEX SHT# INDEX LEGEND AND ABBREVIATIONS GENERAL NOTES AND DESIGN CRITERIA DEMOLITION PLAN EXISTING VALVE STRUCTURE ARCHITECTURAL - PLAN ARCHITECTURAL - ELEVATIONS ARCHITECTURAL - ELEVATIONS 13 STRUCTURAL - FOUNDATION PLAN 14 STRUCTURAL - SECTION 15 MECHANICAL - PLAN 16 17 MECHANICAL - SECTIONS 19 CIVIL WELL HOUSE SITE PLAN DOOR WINDOW AND FINISH SCHEDULES VALVE, MECHANICAL, PUMP & HVAC SCHEDULES SHEDULES STRUCTURAL - PLAN STANDARD DETAILS CIVIL ARCHITECTURAL HVAC P & ID 2 SITE PLAN NOTES & SYMBOLS G001 DWG# G002 G003 G004 01C101 01C102 01C202 10A201 10A301 10A302 10A401 10S202 10S401 10M201 10M401 81A801 82M801 10S201 91C901 92A901 93S901 94M901 95H901 2 3 4 5 6 7 8 20 21 23 24 25 26 27 29 30 31 32 33 ELECTRICAL 34 36 37 38 39 40 10H201 E001 E201 E202 E501 E901 ARCHITECTURAL - SECTIONS HVAC - PLAN STRUCTURAL MECHANICAL ELECTRICAL PLAN ONELINE DIAGRAM DETAILS 1 METERING MANHOLE METERING VAULT PIPE CONNECTIONS 01C401 01C402 01C403 9 10 11 OVERALL SITE PLAN01C201 ARCHITECTURAL - ROOF PLAN10A202 CIVIL91C902 I001 I002 I101 I102 SYMBOLS P & ID 1 LEGEND 41 42 43 44 PIPE CONNECTIONS01C404 12 18 10A901 ARCHITECTURAL - DETAILS STRUCTURAL - DETAILS10S901 22 93S902 STRUCTURAL35 E902 DETAILS 2 45 E903 DETAILS 3 SITE PLAN01C203 PIPE PROFILES01C301 MECHANICAL - SECTIONS10M402 28 46 47 48 E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 G002 GE N E R A L IN D E X 0 03 / 0 1 / 2 0 2 4 MM M KR B NE G 3/ 7 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 0 G E N E R A L \ 0 0 0 - G 0 0 2 . D W G 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T 03/08/2024 CATCH BASIN OVERHEAD POWER LINE STRUCTURE STREET LIGHT POLE & ANCHOR CLEAN OUT BOX OP COB OP LEGEND PLAN VIEW GAS LINE MANHOLE WATER METER WATER VALVE FIRE HYDRANT SANITARY SEWER LINE ELECTRIC CABLE TELEPHONE CABLE CB WM SS T E G PROPERTY OR R/W LINE WATER LINE STORM DRAIN LINE BANK SLOPES SPOT ELEVATION CONTOUR LINE EASEMENT LINE FENCE W SD 4250.00 4250 EXISTING WV WM SS T E G SD W PROPOSED SECTION AND DETAIL NOTES: NOTE: IF PLAN AND SECTION (OR DETAIL REFERENCE AND DETAIL) ARE SHOWN ON THE SAME DRAWING, THE DRAWING NUMBER IS REPLACED WITH A LINE. DETAIL IDENTIFICATION DETAIL NUMBER DETAIL NUMBER DRAWING NUMBER FROM WHICH DETAIL WAS TAKEN WHICH DETAIL APPEARS DETAIL SECTION AND DETAIL IDENTIFICATION SECTION SECTION LETTER SECTION LETTER DRAWING NUMBER ON WHICH SECTION APPEARS DRAWING NUMBER FROM WHICH SECTION WAS TAKEN SECTION IDENTIFICATION DRAWING NUMBER ON SEE DETAIL CONCRETE PAVING 550.00 TOA 4250 ASPHALT PAVING FLOW DIRECTION GRAVEL PAVING EDGE OF ASPHALT EDGE OF GRAVEL EDGE OF CONCRETE B 4 B 2 5 4 5 3 ESTCODE ESTCODE ESTCODE ARROW CONNECTING REFERENCE LINE TO ARROW SIDE MEMBER OF JOINT FIELD WELD SYMBOL WELD ALL AROUND SYMBOL TAIL T SPECIFICATION, PROCESS, OR OTHER REFERENCE BASIC WELD SYMBOL OR DETAIL REFERENCE OTHER SIDE ARROW SIDE B - BUTT JOINT C - CORNER JOINT T - T-JOINT BC - BUTT OR CORNER JOINT P - PARTIAL JOINT PENETRATION POINT OF COMPOUND CURVATURE LENGTHL POC PP PL PI POWER POLE POINT ON CURVE PROPERTY LINE POINT OF INTERSECTION EDGE OF OIL EMBANKMENT DUCTILE IRON PIPE CLEAN OUT BOX DISTANCEDIST EMB EQUIP ENT EO ENGR EQUIPMENT ENTRANCE ENGINEER ELEC ELEV EA E D/W DL DTH EACH ELECTRIC / ELECTRICAL ELEVATION EAST DRAIN LINE DISHWASHER DEKATHERM D DIA DIP DET CW CULV CUL DRAIN DIAMETER DETAIL CULINARY CLOCKWISE CULVERT CU YD CU FT CTR COR COL CONN COB CUBIC YARD CUBIC FEET CENTER CORNER CONNECT COLUMN NO OR # OFF REV OD PERF PCC PBR PVMT ORIG O-O OC NTS N MPH MON OUTSIDE DIAMETER PERFORATED PHOTOBIOREACTOR OFFICE REVISION OUTSIDE TO OUTSIDE PAVEMENT ORIGINAL ON CENTER NOT TO SCALE MILES PER HOUR MONUMENT NUMBER NORTH MI MJ MISC MIN MKR MH MAX MATL MAINT LWL LT LIC LIN LS LB MECHANICAL JOINT MISCELLANEOUS MILE MINIMUM / MINUTE MANHOLE MARKER MAXIMUM MATERIAL MAINTENANCE LOW WATER LEVEL LAND SURVEYOR LINEAR / LINEAL LEFT LICENSE POUND @ AT FENCE CORNERFEN COR CONSTRUCTION JOINT CORRUGATED METAL PIPE CAST IRON PIPE CUBIC FEET PER SECOND CURB AND GUTTER CENTER TO CENTER COUNTER CLOCKWISE CATCH BASIN BENCH MARK BUREAU OF LAND MANAGEMENT BLIND FLANGE BEGINNING / BEGIN APPROXIMATELY AVERAGE DAILY TRAFFIC BLOCKBLK CJ CIP CMP CL CFS C&G C-C CENTERLINE BTWN CCW CB BRG BSMT BOT BETWEEN BASEMENT BEARING BOTTOM BLD FLG BLM BM BLDG BKFL BK BDRY BEG BUILDING BACKFILL BACK BOUNDARY ADT AZ BAL APPROX AL ASPH BALANCE AZIMUTH AIR LINE ASPHALT INV JCT IRR INFO IJ IN HWL ID HYD HWY H&T HORIZ HDWL ISOLATION JOINT INFORMATION INVERT JUNCTION IRRIGATION INCH INSIDE DIAMETER HIGH WATER LEVEL HORIZONTAL HUB & TACK HYDRANT HIGHWAY HEADWALL GSP GYP GM GEN GA GALV G FLG FRP FTG FT FLR FDN FIN FD GALVANIZED STEEL PIPE GAUGE GYPSUM GAS METER GALVANIZED GENERAL GAS FOUNDATION FLOOR DRAIN FLANGE FOOTING FEET FIBERGLASS REINFORCED PIPE/PANEL FLOOR FINISH ABBREVIATIONS SQUARE FEETSQ FT WITHOUT CROSS SECTION CROSSING WATER METER W/O X-SEC XING W/ WM WITH TOP TOP OF PIER VICTAULIC COUPLING TOP OF SLAB TOP OF WALL UTILITY WATER WEST / WATER VERTICAL POINT OF TANGENCY VERTICAL POINT OF CURVE VERTICAL POINT OF INTERSECTION VOLUME VERTICAL VERTICAL CURVE UNLESS NOTED OTHERWISE TOTAL SUSPENDED SOLIDS TELEPHONE POLE VC VERT VPI W VPT VPC VIC VOL TOW UW UNO TSS TP TOS TOP OF FOOTING TEMPORARY TOP BACK CURB TANGENT TOWNSHIP STRUCTURE STANDARD STATION STAINLESS STEEL STREET STAINLESS STEEL SQUARE YARD TEMP STRUCT TBC TOF T TAN STN STL SQ YD STD STA STL SS ST STEEL POINT OF REVERSE CURVEPRC SQUARE SPECIFICATIONS SHEET SECTION CORNER STORM SEWER SCHEDULE SANITARY SOUTH / SLOPE RIGHT OF WAY RIGHT / ROUTE RAILROAD REVISION SPECS SEC COR SQ SHT SD SCH R/W RT SAN S RR REV POTABLE WATER POUNDS PER SQUARE INCH REINFORCED REFERENCE REINFORCED CONCRETE PIPE RETURN ACTIVATED ALGAE QUANTITY POLYVINYL CHLORIDE POINT OF BEGINNING POINT OF TANGENCY PROPERTY PROJECT REINF REF RD RCP RAA QTY ROAD PROP PROJ PT PVC PW POB PSI UNDERGROUNDUG POUNDS PER SQUARE FOOTPSF THREADEDTHD SOCKETSKT FG FINISHED GRADE FF FINISHED FLOOR PE PLANT EFFLUENT PD POND EFFLUENT TOP OF CONCRETETOC TOP OF ASPHALTTOA EDGE OF ASPHALTEOA YARD HYDRANTYH FH FIRE HYDRANT HDPE HIGH DENSITY POLYEURETHANE PIPE EOG EDGE OF GRAVEL TOP OF GRAVELTOGDMHDRAINAGE MANHOLE EB ELECTRICAL BOX ELECTRICAL MANHOLEEMH LP LIGHT POLE NPW NON-POTABLE WATER PI PRIMARY INFLUENT RETURN ACTIVATED SLUDGERAS WASTE ACTIVATED SLUDGEWAS ABUT ABUTMENT FE FIRE EXTINGUISHER ML MIXED LIQUOR THICKTHK OSB ORIENTED STRAND BOARD MB MACHINE BOLT GLB GLUED LAMINATED BEAM HSS HOLLOW STRUCTURAL SECTION CLR CLEARANCE Ø DIAMETER AB ANCHOR BOLT EOS EDGE OF SHOULDER ALUM ALUMINUM UTILITY BOX UB CLEAN OUTCO CONC CONCRETE WO WEIR OVERFLOW TYPICALTYP TOTAL KIELDAHL NITROGENTKN BLOCKBOD DIG DIGESTER ADF AVERAGE DAILY FLOW BTU BRITISH THERMAL UNIT CONCRETE MASONRY UNITCMU CUBIC FEET PER MINUTECFM CONT CONTINUOUS DEG DEGREE DWG DRAWINGS DWV DRAIN WASTE VENT EL ELBOW EG EXISTING GROUND EF EACH FACE EDGE OF CONCRETEEOC EQ EQUAL ES EXIT SIGN FP FLOOR PENETRATION FW FLAT WASHER FPS FEET PER SECOND GAL GALLONS GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HDG HOT DIPPED GALVANIZED HB HOSE BIBB HP HORSE POWER HR HOUR HRT HYDRAULIC RETENTION TIME HW HOT WATER IE INVERT ELEVATION LG LONG / LENGTH SPACING OR SPACESP TOP OF MANHOLETOM ULTRA VIOLETUV VOLTSV VENT TO ROOFVTR WATER CLOSETWC WATER HEATERW/H BT BIOTOWER IC INTERMEDIATE CLARIFIER SECONDARY CLARIFIERSC TRICKLING FILTERTF RANGE / RADIUSR DN DOWN PC POINT OF CURVATURE/PRIMARY CLARIFIER MBR MEMBRANE BIOREACTOR PLUG VALVEPV GV GATE VALVEBVBUTTERFLY VALVE CV CHECK VALVE AIR PINCH VALVEAPV AD ANAEROBIC DIGESTER GT GRAVITY THICKENER /AEROBIC DIGESTER ESTIMATEEST EX EXC EXISTING EXCAVATION EW EACH WAY MFR MANUFACTURER Know what's below. before you dig.Call R SHOWN OR SHOWN INCORRECTLY. SIBILITY FOR THE UTILITIES NOT THE ENGINEER BEARS NO RESPON- THE PROTECTION OF ALL UTILITIES. CONTRACTOR IS RESPONSIBLE FOR OF THE CONTRACTOR ONLY. THE ON PLANS FOR THE CONVENIENCE EXISTING UTILITIES ARE SHOWN NOTICE: 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 G003 GE N E R A L LE G E N D A N D A B B R E V I A T I O N S 0 03 / 0 1 / 2 0 2 4 MM M KR B NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 0 G E N E R A L \ 0 0 0 - G 0 0 3 . D W G 03/08/2024 GENERAL NOTES 1.THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 2.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. 3.ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE (LATEST EDITION) AND OTHER REGULATORY AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK WHERE APPLICABLE. 4.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, TYPICAL DETAILS AND SPECIFICATIONS. 5.THE CONTRACTOR SHALL REFER TO THE TECHNICAL PROVISIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. 6.THE PROJECT IS LOCATED SOUTH OF THE COTTONWOOD TANKS JUST OFF THE WEBER WILD ROAD. BELOW FROM THE 250KGAL COTTONWOOD TANK. 7.THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE TEMPORARY ERECTION OF BRACING AND SHORING AS REQUIRED FOR STABILITY OF STRUCTURES AND EXCAVATIONS DURING ALL PHASES OF CONSTRUCTION. 8.PROJECT HORIZONTAL AND VERTICAL CONTROL IS SHOWN ON SHEET 10C201. 9.THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT AS DETAILED. 10.THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL TEMPORARY WATER, POWER, OR OTHER UTILITIES AS REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT AS DETAILED. WATER FOR COMPACTION, FLUSHING AND HYDROSTATIC TESTING WILL BE SUPPLIED BY THE OWNER AT NO CHARGE TO THE CONTRACTOR. 11.THE CONTRACTOR SHALL HOLD A VALID UTAH'S CONTRACTOR'S LICENSE PRIOR TO BEGINNING CONSTRUCTION. 12.THE CONTRACTOR SHALL MAINTAIN CLEAN CONSTRUCTION AREAS. ALL DEBRIS, RUBBISH AND TRASH MUST BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 13.THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SET OF DRAWINGS AT THE JOB SITE FOR THE PURPOSE OF RECORDING ALL ACTUAL MEASUREMENTS AND DETAILS TO BE USED IN THE PREPARATION OF "AS-BUILTS" OR "RECORD" DRAWINGS. FINAL PAYMENT WILL NOT BE RELEASED UNTIL "AS-BUILTS" OR "RECORD" DRAWINGS HAVE BEEN SUBMITTED TO AND ACCEPTED BY THE ENGINEER. PIPING NOTES VALVE NOTES EARTHWORK NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT BLUE STAKES TO HAVE UNDERGROUND UTILITIES MARKED IN THE FIELD PRIOR TO ALL EARTHWORK OPERATIONS. 2.THE SITE SHALL BE CLEARED OF ALL GRASSES, SHRUBS, TREES, AND ROOTS. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR REUSE ON FILL SLOPES, AND DISTURBED NON-TRAFFIC AREAS. SIDE SLOPES SHALL BE LAID BACK AT SLOPES NO STEEPER THAN 3:1. 3.ALL TRENCHES AND EXCAVATIONS SHALL BE CUT, PROTECTED AND SUPPORTED AS PRESCRIBED BY OSHA. 4.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ANY EQUIPMENT NECESSARY TO DEWATER EXCAVATIONS. 5.TOPSOIL SHALL BE REPLACED AND GRADED PRIOR TO REVEGETATION. DISTURBED AREAS SHALL BE RESEEDED USING A SEED MIX SPECIFIED BY USFS. EROSION CONTROL NOTES 1.PER UDEQ, STORM WATER GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES GENERAL PERMIT NO UTR 300000, CONSTRUCTION ACTIVITY INCLUDING CLEARING, GRADING, EXCAVATION, AND DEMOLITION THAT DISTURBS ONE OR MORE ACRES OF LAND SHALL REQUIRE INCLUSION IN THE GENERAL PERMIT AND COMPLY WITH THE REQUIREMENTS THEREIN. 2.THE TOTAL PROJECT AREA OF DISTURBANCE IS LESS THAN 1 ACRE; THEREFORE; AN UPDES STORM WATER PERMIT IS NOT REQUIRED. 1.ALL DRINKING WATER PIPE SHALL BE C900 OR C905 PVC, OR ANSI/AWWA C151/A21.51 DUCTILE IRON AND SMALL HAVE THE NSF STAMP OF APPROVAL. 2.ALL DUCTILE IRON FITTINGS SHALL BE RATED FOR WORKING PRESSURES AS SPECIFIED ON THE DRAWINGS. 3.ALL BOLTS FOR DIRECT BURY FITTINGS SHALL BE COATED WITH FM GREASE, AND THE ENTIRE FITTING SHALL BE WRAP WITH 8 mil. POLYETHYLENE PRIOR TO BACKFILLING. 4.ALL CULINARY WATER LINES SHALL BE INSTALLED, TESTED AND DISINFECTED PER R309-500 THRU 550 PUBLIC DRINKING WATER DESIGN AND OPERATION RULES. ALL MATERIAL THAT MAY CONTACT DRINKING WATER, INCLUDING PIPES, GASKETS, LUBRICANTS, O-RINGS, SHALL BE ANSI/NSF 61, DRINKING WATER SYSTEM COMPONENTS - HEALTH EFFECTS. TO PERMIT FIELD VERIFICATION OF THIS CERTIFICATION, ALL SUCH COMPONENTS SHALL BE APPROPRIATELY STAMPED WITH THE NSF LOGO. FLUSHING AND DISINFECTION OF WATER LINES SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651. 5."RJ" DENOTES A MECHANICALLY RESTRAINED JOINT. 6.ALL OPEN ENDS OF PIPE SHALL BE EFFECTIVELY SEALED AT THE END OF THE DAY'S WORK. 7.ALL PIPE LINES SHALL BE PRESSURE TESTED PER ASTM C924-89. 1.ALL GATE VALVES SHALL BE RESILIENT SEAT GATE VALVES AND SHALL CONFORM TO AWWA C-509 OR C-515. GATE VALVES INSTALLED VAULTS SHALL BE FURNISHED WITH HANDWHEEL OPERATORS. VALVES INSTALLED IN DIRECT BURY APPLICATIONS SHALL BE FURNISHED WITH A TWO-INCH SQUARE OPERATING NUT AND SLIP TYPE, CAST IRON VALVE BOX. 2.ALL BUTTERFLY VALVES FOR STANDARD PRESSURE APPLICATIONS SHALL BE TIGHT-CLOSING RUBBER SEAT BUTTERFLY VALVES AND SHALL MEET THE REQUIREMENTS OF AWWA C-504 FOR CLASS 150 B VALVES AND RATED FOR WORKING PRESSURE OF 150 PSI. HIGH PRESSURE BUTTERFLY VALVES SHALL BE RATED FOR WORKING PRESSURES AS SPECIFIED ON THE DRAWINGS. 1.ALL WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 LATEST EDITION, ACI 301 LATEST EDITION, AND THE PROJECT SPECIFICATIONS. 2.ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI AND CONTAIN 4% TO 6% ENTRAINED AIR. ALL CONCRETE FOR THRUST RESTRAINT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3.NO CONCRETE SHALL BE PLACED WITH A SLUMP IN EXCESS OF 4 INCHES. 4.THE CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL AT LEAST 5 WORKING DAYS BEFORE PLACING ANY CONCRETE PRODUCED WITH THAT MIX DESIGN. 5.AGGREGATE FOR CONCRETE SHALL CONFORM TO ALL THE REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. MAXIMUM AGGREGATE SIZE SHALL BE 1 INCH. 6.ANY USE OF HIGH-EARLY CONCRETE SHALL BE CONTINGENT ON ENGINEER'S APPROVAL WHICH SHALL BE BASED ON TIMELY SUBMITTAL OF MIX DESIGN PRIOR TO PLACEMENT. 7.ALL CONCRETE PLACEMENTS SHALL BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE TO ALLOW SCHEDULING OF FIELD TESTING. ALL CONCRETE TESTING SHALL BE PROVIDED BY THE OWNER. 8.EXCEPT AS OTHERWISE NOTED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. 9.ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS, AND OTHER INSERTS OR EMBEDMENTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. 10.CONCRETE SHALL NOT BE ALLOWED TO DROP MORE THAN 6 FEET VERTICALLY DURING PLACEMENT. TREMIE HOSES AND CHUTE EXTENSIONS SHALL BE USED TO ALLOW CONCRETE TO BE PLACED AS CLOSE TO ITS FINAL RESTING POSITION AS POSSIBLE. 11.INTERNAL VIBRATORS SHALL BE USED TO CONSOLIDATE ALL PLACED CONCRETE. VIBRATORS SHALL NOT BE USED TO TRANSPORT CONCRETE. 12.ALL CONCRETE WALLS SHALL BE ALLOWED TO CURE A MINIMUM OF 21 DAYS OR REACH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI BEFORE BACKFILLING. 13.ALL CONCRETE THRUST BLOCKS, COLLARS, AR RESTRAINTS SHALL BE ALLOWED TO CURE A MINIMUM OF 3 DAYS BEFORE BACKFILLING. ALL THRUST RESTRAINTS MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE BACKFILLING. THRUST BLOCKS SHALL BE RATED AT 250 PSI GAUGE. 14.ALL CONCRETE SHALL BE PROPERLY AND ADEQUATELY PROTECTED AND CURED AS FOLLOWS: TEMPERATURE - THE TEMPERATURE OF THE CONCRETE SHALL BE MAINTAINED BETWEEN 50 AND 70 DEGREES FAHRENHEIT FOR A MINIMUM OF 7 DAYS. THIS MAY REQUIRE HEATING AND/OR COOLING OF CONCRETE. MOISTURE - ALL CONCRETE SURFACES, HORIZONTAL AND VERTICAL SHALL BE KEPT MOIST FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT. CURING COMPOUNDS MAY ONLY BE USED WITH WRITTEN PERMISSION OF THE ENGINEER. 15.CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS BUT PROPOSED BY THE CONTRACTOR SHALL BE LOCATED AND DETAILED ON CONTRACTOR DRAWINGS AND SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. CONCRETE NOTES GRADING NOTES 1.IMPROVEMENT ELEVATION LABELS AND ELEVATION CONTOURS REFERENCE FINISH ELEVATIONS. REFER TO ABBREVIATIONS AND SYMBOL LEGEND INCLUDED HEREIN. GOVERNING CODE:IBC 2018, ASCE 7-16 GRAVITY LOADS: ROOF LIVE LOAD:20 PSF ROOF SNOW LOAD:90 PSF LATERAL LOADS: EARTHQUAKE DESIGN DATA: RISK CATEGORY:II SEISMIC DESIGN CATEGORY:C SEISMIC SITE CLASS:D SS =0.4818 g S I =0.1667 g FA =1.41 FV =2.27 WIND DESIGN DATA: ULTIMATE DESIGN WIND SPEED:115 MPH (3-SEC GUST) SOILS: ALLOWABLE BEARING PRESSURE:2,000 PSF FROST DEPTH:36 INCHES DESIGN CRITERIA 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 G004 GE N E R A L GE N E R A L N O T E S A N D D E S I G N C R I T E R I A 0 03 / 0 1 / 2 0 2 4 MM M KR B NE G 3/ 7 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 0 G E N E R A L \ 0 0 0 - G 0 0 4 . D W G 03/08/2024 W W W W W W W W W W W W W W W W W W W W WW D D D D D D D D D D D W W W W W W W W W W W W W D D D D W COTTONWOOD TANK #2 FF≈ 6760.50 COTTONWOOD TANK #1 FF≈ 6760.30CONCRETE VAULT REMOVE EXISTING SHED EXISTING WATER LINE SCALE: 1"=20'-0" DEMOLITION PLAN Scale in Feet 0 20 40 DIRT R O A D 67 4 5 6 7 5 0 6 7 5 5 6755 6760 6765 6770 6775 6780 6785 6790 6 7 4 0 6 7 4 5 6750 675 5 676 0 676 5 677 0 6775 6780 6 7 8 0 67 8 5 6 7 6 0 6750 6745 6740 6735 6730 6730 6740 6745 NOTES: 1-CONTRACTOR TO POT HOLE AND LOCATE EXISTING WATERLINES MAIN CONNECTIONS PRIOR TO CONSTRUCTION OF NEW WATERLINE. NOTIFY ENGINEER IMMEDIATELY IN ANY TIE-INS WILL CREATE A HIGH POINT. 2-PROVIDE THRUST BLOCKS AT ALL BENDS AND GATE VALVES. SEE DETAIL C101. "RJ MJ" DENOTES RESTRAINT AT MJ FITTINGS AND ARE PROVIDED FOR REDUNDANCY. CONTRACTOR MAY USE MEGALUGS WITHOUT THRUST BLOCKS BUT WILL NEED TO PROVIDE PIPE RESTRAINT CALCULATIONS. 3-PIPE LINEAR FOOTAGE SHOWN IS BETWEEN BENDS, TEES, AIR/VAC STATIONS, OR DIFFERENT MATERIALS. 4-CONTRACTOR TO COORDINATE WITH CITY ON CONNECTIONS TO EXISTING TANKS. ONE TANK MUST ALWAYS BE IN SERVICE THROUGHOUT CONSTRUCTION. SPRING BOX VALVE HOUSE WATER LINE TO BE ABANDONED CAP AND PLUG EXISTING WATER LINE EXISTING WELL REMOVE PORTION OF EXISTING FENCE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C101 DE M O L I T I O N P L A N CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 1 - 0 1 C 1 0 1 - D E M O L I T I O N P L A N . D W G 3/ 6 / 2 0 2 4 NE G DC H NE G 03 / 0 1 / 2 0 2 4 0 03/08/2024 NOTES: 1-REMOVE STURCTURE AND FOUNDATION TO 6" BELOW EXISTING GRADE. 2-FILL AND COMPACT REMAINING UNDERGROUND PORTION OF STRUCTURE WITH ROADBASE OR APPROVED EQUAL COMPACTED TO 90% RELATIVE MAXIMUM DENSITY. 3-SALVAGE CHLORINE DISINFECTION SYSTEM COMPONENTS LOCATED IN BUILDING TO OWNER. 4-SALVAGE PLC PANEL EQUIPMENT LOCATED IN BUILDING TO OWNER. SCALE: NTS PHOTO 1 - SCALE: NTS PHOTO 2 - NOTE 1 SALVAGE RADIO EQUIPMENT AND RETURN TO OWNER REMOVE AND PLUG AT POINT OF CONNECTION ADD BLIND FLANGE TO CAP AND ABANDON REMOVE AND SALVAGE METER TO OWNER REMOVE AND SALVAGE ROMAC COUPLING TO OWNER REMOVE AND PLUG AT POINT OF CONNECTION ADD BLIND FLANGE TO CAP AND ABANDON WATER LINE REMOVE WALKWAY AND HANDRAIL INSTALL FLxFL 10" SPOOL 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C102 DE M O L I T I O N P L A N EX I S T I N G V A L V E S T R U C T U R E 0 03 / 0 1 / 2 0 2 4 NE G CM L NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 C 1 0 2 . D W G 03/08/2024 W W W W W W W W W W W W W W W W W W W W WW D D D D D D D D D D D W W W W W W W W W W W W W W D D D D W EU EU EU EU EU W W W W W W W W W W W W W W W D D D D SD SD 0+00 1 + 0 0 1+ 5 0 0+00 0+4 6 0+ 0 0 0 + 3 5 0+ 0 0 0+ 6 8 0+ 0 0 0+ 8 7 0+00 1+00 2+ 0 0 2 + 3 4 EU COTTONWOOD TANK #2 FF≈ 6760.50 COTTONWOOD TANK #1 FF≈ 6760.30 CONCRETE VAULT SEE SHEET 01C402 EXISTING WATER LINE DIRT R O A D 67 4 5 67 5 0 67 5 5 6755 6760 6765 6770 6775 6780 6785 6790 6 7 4 0 6 7 4 5 675 0 675 5 676 0 676 5 677 0 6775 6780 6 7 8 0 67 8 5 676 0 6750 6745 6740 6735 6730 6730 6740 6745 VALVE HOUSE EXISTING GATE VALVE EXISTING WELL EXISTING 12" WATER LINE EXISTING 10" DIP WATER LINE EXISTING DRAIN LINE 1 2 3 4 5' MANHOLE WITH MAG METER SEE DETAIL 1 01C401 CONCRETE APRON SEE DETAIL C123 91C902 5 6 7 8 67 6 1 67 6 1 67 6 2 910 11 6 7 7 0 6766 6765 6 7 6 7 6 7 6 8 6 7 6 9 6 7 6 4 6 7 6 3 6762 6761 676 2 ADD GATE AT ENTRANCE OF ROAD AND FIX FENCE 6755 6755 6750 6745 DISCHARGE TO TANK INVERT = 6757.00 BYPASS LINE INVERT = 6755.62 PIPE CROSSING (SEE PROFILE 1 & 2 ON SHEET 01C301) HORIZONTAL CONTROL PNT 1 2 3 4 5 6 7 8 9 10 11 NORTHING 3424410.91 3424431.75 3424412.40 3424407.14 3424416.28 3424406.64 3424408.41 3424425.46 3424422.99 3424419.84 3424417.36 EASTING 1709042.64 1709073.27 1709064.17 1709074.98 1709038.25 1709038.92 1709064.45 1709076.02 1709078.86 1709076.41 1709079.25 ELEVATION 6762.38 6762.38 6762.38 6762.38 6762.30 6762.30 6762.30 6761.88 6761.88 6761.88 6761.88 DESCRIPTION WELL HOUSE CORNER (FF) WELL HOUSE CORNER (FF) WELL BOX WELL BOX CONCRETE APRON CONCRETE APRON CONCRETE APRON CATCH BASIN CORNER CATCH BASIN CORNER CATCH BASIN CORNER CATCH BASIN CORNER NOTES: 1-CONTRACTOR TO POT HOLE AND LOCATE EXISTING WATERLINES MAIN CONNECTIONS PRIOR TO CONSTRUCTION OF NEW WATERLINE. NOTIFY ENGINEER IMMEDIATELY IN ANY TIE-INS WILL CREATE A HIGH POINT. 2-PROVIDE THRUST BLOCKS AT ALL BENDS AND GATE VALVES. SEE DETAIL C101. "RJ MJ" DENOTES RESTRAINT AT MJ FITTINGS AND ARE PROVIDED FOR REDUNDANCY. CONTRACTOR MAY USE MEGALUGS WITHOUT THRUST BLOCKS BUT WILL NEED TO PROVIDE PIPE RESTRAINT CALCULATIONS. 3-PIPE LINEAR FOOTAGE SHOWN IS BETWEEN BENDS, TEES, AIR/VAC STATIONS, OR DIFFERENT MATERIALS. 4-CONTRACTOR TO COORDINATE WITH CITY ON CONNECTIONS TO EXISTING TANKS. ONE TANK MUST ALWAYS BE IN SERVICE THROUGHOUT CONSTRUCTION. 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C201 OV E R A L L S I T E P L A N CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 1 - 0 1 C 2 0 1 - O V E R A L L S I T E P L A N . D W G 3/ 6 / 2 0 2 4 NE G DC H NE G 03 / 0 1 / 2 0 2 4 0 SCALE: 1"=20'-0" OVERALL SITE PLAN Scale in Feet 0 20 40 03/08/2024 W W W W W W W W W W W W W W W W W W W W W W W W W W W W D D D D W W W W D D D D D D EU EU EU EU EU EU EU EU W W W W W W W W W W W W W W W W W W W W W W W W W W W D D D D D D D D D SD SD SD SD SD 0+00 1 + 0 0 1+ 5 0 0+00 0+4 6 0+ 0 0 0 + 3 5 0+ 0 0 0+ 6 8 0+ 0 0 0+ 8 7 1+00 2+ 0 0 2 + 3 4 EU EU EU COTTONWOOD TANK #1 FF≈ 6760.30 EXISTING WATER LINE WELL LINE DISCHARGE SEE DETAIL SCALE: 1"=10'-0" SITE PLAN C105 91C901 Scale in Feet 0 10 20 2 01C404 6 7 6 0 6750 6745 6740 EXISTING WELL EXISTING 10" DIP WATER LINE PIPE CONNECTION SEE DETAIL 2 01C403 1 01C301 3 01C301 5 01C301 CATCH BASIN SEE DETAIL RIM:6753.5 12" OUT IE (S): 6749.00 12" IN IE (N): 6749.05 WELL HOUSE SEE SHEET 10M201 2 01C301 6 01C301 DIRT R O A D PIPE CONNECTION SEE DETAIL 1 01C403 152 LF- 12" DR-18 C900 PVC BYPASS LINE INVERT = 6755.62 38 LF- 8" DR-18 C900 PVC 234 LF- 8" DR-18 C900 PVC 67 LF- 14" HDPE STORM DRAIN PIPE 80 LF- 14" HDPE STORM DRAIN PIPE 4 01C301 6755 6760 6765 6770 6750 6745 6750 6755 6755 676 0 67 6 0 201 202 203 204 205 206 207 208 209 210 211 212 213 GRAVEL FIRE ACCESS GATE 6 7 6 9 67 6 8 6 7 6 7 6 7 6 6 6 7 6 5 6 7 6 4 6 7 6 3 6762 6761 6762 6763 6764 6765 6766 6767 6 7 6 8 6 7 6 9 REMOVE VALVE IN RUN AND CAP WITH BLIND FLANGE CONCRETE HEADWALL SEE DETAIL 4 01C403 C105 91C901 CATCH BASIN SEE DETAIL RIM:6753.50 12" OUT IE (S): 6749.10 PIPE CROSSING (SEE PROFILE 1 & 2 ON SHEET 01C301) 48 LF- 12" DR-18 C900 PVC DISCHARGE TO TANK INVERT = 6757.00 NOTES: 1-CONTRACTOR TO POT HOLE AND LOCATE EXISTING WATERLINES MAIN CONNECTIONS PRIOR TO CONSTRUCTION OF NEW WATERLINE. NOTIFY ENGINEER IMMEDIATELY IN ANY TIE-INS WILL CREATE A HIGH POINT. 2-PROVIDE THRUST BLOCKS AT ALL BENDS AND GATE VALVES. SEE DETAIL C101. "RJ MJ" DENOTES RESTRAINT AT MJ FITTINGS AND ARE PROVIDED FOR REDUNDANCY. CONTRACTOR MAY USE MEGALUGS WITHOUT THRUST BLOCKS BUT WILL NEED TO PROVIDE PIPE RESTRAINT CALCULATIONS. 3-PIPE LINEAR FOOTAGE SHOWN IS BETWEEN BENDS, TEES, AIR/VAC STATIONS, OR DIFFERENT MATERIALS. 4-CONTRACTOR TO COORDINATE WITH CITY ON CONNECTIONS TO EXISTING TANKS. ONE TANK MUST ALWAYS BE IN SERVICE THROUGHOUT CONSTRUCTION. HORIZONTAL CONTROL PNT 201 202 203 204 205 206 207 208 209 210 211 212 213 NORTHING 3424519.94 3424519.94 3424423.77 3424425.47 3424413.15 3424402.11 3424409.96 3424374.91 3424373.20 3424370.99 3424401.72 3424405.52 3424398.84 EASTING 1708971.58 1709000.32 1709036.61 1709032.72 1709022.20 1709062.20 1709080.06 1709079.95 1709081.73 1709087.35 1709070.18 1709078.71 1709072.19 DESCRIPTION 90° BEND 45° BEND 45° BEND 45° BEND 22.50° BEND 22.50° BEND 45° BEND 22.50° BEND 11.25° BEND 11.25° BEND 22.50° BEND 45° BEND 22.50° BEND 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C202 SI T E P L A N CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 1 - 0 1 C 2 0 2 - S I T E P L A N . D W G 3/ 6 / 2 0 2 4 NE G DC H NE G 03 / 0 1 / 2 0 2 4 0 MA T C H L I N E S E E S H E E T 0 1 C 2 0 3 03/08/2024 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W D D D D W W W W W W W W W W W W W W SD SD SD SD SD 0+00 1+00 DIRT R O A D SPRING BOX VALVE HOUSE 4 01C301 PIPE CONNECTION SEE DETAIL 3 01C403 234 LF- 8" DR-18 C900 PVC SCALE: 1"=10'-0" SITE PLAN Scale in Feet 0 10 20 6755 6760 6765 6770 6 7 7 5 6 7 8 0 67 4 0 6740 674 5 6745 67 5 0 6750 67 5 5 67 6 0 67 6 5 6 7 7 0 677 5 6745 6750 6755 6755 676 0 67 6 0 18" 75 LF- STORM DRAIN PIPE INV 6743.97 INV 6750.00 6 7 6 7 6 7 6 6 6 7 6 5 6 7 6 4 6 7 6 3 6762 6761 NOTES: 1-CONTRACTOR TO POT HOLE AND LOCATE EXISTING WATERLINES MAIN CONNECTIONS PRIOR TO CONSTRUCTION OF NEW WATERLINE. NOTIFY ENGINEER IMMEDIATELY IN ANY TIE-INS WILL CREATE A HIGH POINT. 2-PROVIDE THRUST BLOCKS AT ALL BENDS AND GATE VALVES. SEE DETAIL C101. "RJ MJ" DENOTES RESTRAINT AT MJ FITTINGS AND ARE PROVIDED FOR REDUNDANCY. CONTRACTOR MAY USE MEGALUGS WITHOUT THRUST BLOCKS BUT WILL NEED TO PROVIDE PIPE RESTRAINT CALCULATIONS. 3-PIPE LINEAR FOOTAGE SHOWN IS BETWEEN BENDS, TEES, AIR/VAC STATIONS, OR DIFFERENT MATERIALS. 4-CONTRACTOR TO COORDINATE WITH CITY ON CONNECTIONS TO EXISTING TANKS. ONE TANK MUST ALWAYS BE IN SERVICE THROUGHOUT CONSTRUCTION. 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C203 SI T E P L A N CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 1 - 0 1 C 2 0 2 - S I T E P L A N . D W G 3/ 6 / 2 0 2 4 NE G DC H NE G 03 / 0 1 / 2 0 2 4 0 MA T C H L I N E S E E S H E E T 0 1 C 2 0 2 03/08/2024 6752 6756 6760 6764 6768 6772 6776 6780 6752 6756 6760 6764 6768 6772 6776 6780 0+00 1+00 1+50 6744 6748 6752 6756 6760 6764 6768 6772 6744 6748 6752 6756 6760 6764 6768 6772 0+00 0+46 6744 6748 6752 6756 6760 6764 6768 6772 6744 6748 6752 6756 6760 6764 6768 6772 0+00 0+35 6748 6752 6756 6760 6764 6768 6772 6776 6748 6752 6756 6760 6764 6768 6772 6776 0+00 1+00 2+00 2+34 6744 6748 6752 6756 6760 6764 6768 6772 6744 6748 6752 6756 6760 6764 6768 6772 0+00 0+68 6744 6748 6752 6756 6760 6764 6768 6772 6744 6748 6752 6756 6760 6764 6768 6772 0+00 0+87 SCALE: 1"=10'-0" DISCHARGE TO TANK LINE 1 - SCALE: 1"=10'-0" BYPASS LINE 2 - SCALE: 1"=10'-0" SPRING SUPPLY 4 - SCALE: 1"=10'-0" ARTESIAN WELL DRAIN 5 -SCALE: 1"=10'-0" SPRING WELL DRAIN 6 - SCALE: 1"=10'-0" SPRING WELL SUPPLY 3 - WE L L H O U S E ST A : 0 + 0 0 . 0 0 EL E V : 6 7 5 6 . 7 7 45 ° B E N D ST A : 0 + 1 5 . 3 5 EL E V : 6 7 5 6 . 8 2 45 ° B E N D ST A : 1 + 1 8 . 3 6 EL E V : 6 7 7 1 . 9 9 90 ° B E N D ST A : 1 + 4 7 . 2 8 EL E V : 6 7 7 1 . 8 8 CO T O T N W O O D T A N K # 1 ST A : 1 + 5 0 . 1 3 EL E V : 6 7 7 0 . 4 5 WE L L H O U S E ST A : 0 + 0 0 . 0 0 EL E V : 6 7 5 6 . 0 5 45 ° B E N D ST A : 0 + 0 8 . 7 6 EL E V : 6 7 5 5 . 4 6 22 . 5 0 ° B E N D ST A : 0 + 2 5 . 2 9 EL E V : 6 7 5 4 . 5 2 PI P E C O N N E C T I O N ST A : 0 + 4 5 . 3 3 EL E V : 6 7 5 3 . 9 8 PI P E C O N N E C T I O N ST A : 0 + 0 0 . 0 0 EL E V : 6 7 5 5 . 2 9 22 . 5 0 ° B E N D ST A : 0 + 2 4 . 7 3 EL E V : 6 7 5 5 . 2 9 WE L L H O U S E ST A : 0 + 3 4 . 7 6 EL E V : 6 7 5 5 . 2 9 PI P E C O N N E C T I O N ST A : 0 + 0 0 . 0 0 EL E V : 6 7 6 6 . 4 0 22 . 5 0 ° B E N D ST A : 0 + 0 8 . 2 8 EL E V : 6 7 6 4 . 9 6 11 . 2 5 ° B E N D ST A : 0 + 1 8 . 3 3 EL E V : 6 7 6 3 . 3 0 11 . 2 5 ° B E N D ST A : 1 + 8 3 . 5 0 EL E V : 6 7 5 4 . 2 9 22 . 5 0 ° B E N D ST A : 1 + 8 9 . 3 8 EL E V : 6 7 5 4 . 2 9 45 ° B E N D ST A : 1 + 9 2 . 0 0 EL E V : 6 7 5 4 . 2 9 45 ° B E N D ST A : 2 + 2 7 . 0 6 EL E V : 6 7 5 4 . 2 9 WE L L H O U S E ST A : 2 + 3 4 . 1 0 EL E V : 6 7 5 4 . 2 9 WE L L H O U S E ST A : 0 + 0 0 . 0 0 EL E V : 6 7 5 9 . 5 0 DR A I N D I S C H A R G E ST A : 0 + 6 6 . 6 4 EL E V : 6 7 5 8 . 3 6 CA T C H B A S I N ST A : 0 + 0 0 . 0 0 EL E V : 6 7 5 8 . 9 5 CA T C H B A S I N ST A : 0 + 0 4 . 6 4 EL E V : 6 7 5 8 . 9 2 45 ° B E N D ST A : 0 + 1 7 . 7 0 EL E V : 6 7 5 8 . 8 5 45 ° B E N D ST A : 0 + 2 6 . 4 8 EL E V : 6 7 5 8 . 7 5 DR A I N D I S H C H A R G E ST A : 0 + 8 5 . 7 6 EL E V : 6 7 5 8 . 3 7 2 01 C 2 0 3 1 01 C 4 0 3 3 01 C 4 0 3 4 01 C 4 0 3 4 01 C 4 0 3 5' M I N 5' M I N 5' M I N 5' M I N BY P A S S ST A : 0 + 1 7 . 3 6 EL E V : 6 7 5 5 . 6 2 DI S C H A R G E T O T A N K ST A : 0 + 0 5 . 9 1 EL E V : 6 7 5 7 . 0 0 SP R I N G W E L L D R A I N ST A : 2 + 2 9 . 3 5 EL E V : 6 7 5 8 . 8 7 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T KEYNOTES: NOTES: E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C301 PI P E P R O F I L E S CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 1 - 0 1 C 3 0 1 - P I P E P R O F I L E S . D W G 2/ 2 9 / 2 0 2 4 NE G DC H MM M 03 / 0 1 / 2 0 2 4 0 03/08/2024 SCALE: 1"=1'-0" SECTION A - Scale in Feet 0 1 2 SCALE: 1"=1'-0" METERING MANHOLE 1 - Scale in Feet 0 1 2 MANHOLE STEPS UNIFORMLY SPACED (12" MAX), POLYPROPYLENE COVERING OVER STEEL STEPS, MODEL PS1-375 AS MANUFACTURED BY MA INDUSTRIES OR EQUAL 1' - 6 " LINK SEAL SEE DETAIL S131 93S901 12" FLG RESTRAINED DISMANTLING JOINT FLOOR DRAIN SEE DETAIL M103 94M901 4" FLOOR DRAIN WITH GRATE 2' - 0 " 3/4" CRUSH ROCK BASE & SUMP ADJUSTABLE PIPE SUPPORT SEE DETAIL (TYP) M132 94M901 12" FLG RESTRAINED DISMANTLING JOINT 12" MAG METER 5'Ø PRE-CAST MANHOLE 12" DIP SPOOL PExFLG A CO N T R A C T O R T O V E R I F Y D E P T H WATER 30" FROST FREE LID ASSEMBLY, D&L SUPPLY 2320 W/ 1-2"Ø HOLE FOR TOUCH READ SET TO GRADE 12" RJ FLANGE COUPLING ADAPTER 12" RJ FLANGE COUPLING ADAPTER 12" MAINLINE BURIED GATE VALVE SEE DETAIL (TYP) C127 91C902 FROM TANK FROM TANKTO DISTRIBUTION TO DISTRIBUTION 12" MAG METER EX 12" DIP EX 12" PVC EX 12" DIP EX 12" DIP 12" DIP PExSPOOL BURIED GATE VALVE SEE DETAIL (TYP) C127 91C902 5'Ø PRE-CAST MANHOLE 30" FROST FREE LID ASSEMBLY, D&L SUPPLY 2320 W/ 1-2"Ø HOLE FOR TOUCH READ SET TO GRADE MANHOLE STEPS UNIFORMLY SPACED (12" MAX), POLYPROPILENE COVERING OVER STEEL STEPS, MODEL PSI-375 AS MANUFACTURES BY MA INDUSTRIES OR EQUAL 3'-0" (TYP) 12" GATE VALVE 12" DIP SPOOL PExFLG 12" DIP SPOOL PExFLG 12" GATE VALVE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C401 CI V I L ME T E R I N G M A N H O L E 0 03 / 0 1 / 2 0 2 4 NE G CM L NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 C 4 0 1 . D W G 3'-0" (TYP) 03/08/2024 SCALE: 1"=1'-0" SECTION A - Scale in Feet 0 1 2 SCALE: 1"=1'-0" METERING VAULT 1 - Scale in Feet 0 1 2 LINK SEAL SEE DETAIL (TYP) S131 93S901 ADJUSTABLE PIPE SUPPORT SEE DETAIL (TYP) M132 94M901 10" MAG METER EXISTING VAULT 10" DIP SPOOL FLGxPE A CO N T R A C T O R T O V E R I F Y D E P T H WATER 10" RESTRAINED FLANGE ADAPTER 10" RESTRAINED FLANGE ADAPTER 10" MAINLINE BURIED GATE VALVE SEE DETAIL (TYP) C127 91C902 FROM TANK FROM TANKTO DISTRIBUTION TO DISTRIBUTION 10" MAG METER EX 10" PVC EX 10" PVC EX 10" DIP EX 10" PVC 10" DIP PE SPOOL BURIED GATE VALVE SEE DETAIL (TYP) C127 91C902 EXISTING VAULT 10" FLG RESTRAINED DISMANTLING JOINT 10" FLG RESTRAINED DIMANTLING JOINT 1' - 6 " 3'-0" (TYP) 10" GATE VALVE 10" GATE VALVE 3'-0"3'-0" 10" GATE VALVE 10" GATE VALVE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C402 CI V I L ME T E R I N G V A U L T 0 03 / 0 1 / 2 0 2 4 NE G CM L NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 C 4 0 2 . D W G 03/08/2024 SCALE: 1"=1'-0" PIPE CONNECTION 1 01C202 Scale in Feet 0 1 2 12" C900 PVC EX 10" WATERLINE EX 10" WATERLINE REMOVE EXISTING 10" SPOOL AS NEEDED 10" FLG 90 BEND SCALE: 1"=1'-0" PIPE CONNECTION 2 01C202 Scale in Feet 0 1 2 8" C900 PVC NOTES: 1-"RJ" DENOTES A MECHANICALLY RESTRAINED JOINT. 2-ALL MECHANICAL JOINT "MJ" SHALL BE RESTRAINED FOR ALL FITTINGS, VALVES, AND APPURTENANCES. 3-ALL VALVE TO BE INSTALLED PER DETAIL C127 ON SHEET 91C902. 12"x 10" FLG REDUCER 8" GATE VALVE, FLXMJ 10" BLIND FLANGE 10"x 8" FLG REDUCER EX 10" WATERLINE 10" BLIND FLANGE 10" GATE VALVE, FLXMJ 10" FLG 90 BEND SCALE: 1"=1'-0" PIPE CONNECTION 3 01C203 Scale in Feet 0 1 2 EX 8" WATERLINE 8" BLIND FLANGE 8" FLG 45 BEND 8" C900 PVC EX 8" WATERLINE 10" QUICK FLANGE 10" QUICK FLANGE 8" QUICK FLANGE 8" QUICK FLANGE 10" QUICK FLANGE 10" QUICK FLANGE 6" D50 RIPRAP 12" DEPTH FILTER FABRIC MIRAFI 140N NO #4 SS SCREEN SCALE: 1/2"=1'-0" SECTION A - Scale in Feet 0 2 44'-0" SCALE: 1/2"=1'-0" DRAIN DISCHARGE PLAN DETAIL 4 01C202 Scale in Feet 0 2 4 A 6" D50 RIPRAP 12" DEPTH FILTER FABRIC MIRAFI 140N 12" FL 90° BEND HDPE TO DIP TRANSITION #4 BARS @ 12" O.C. EACH WAY IN FLOORS AND WALLS 7' - 0 " 4'-4"8" 8" 1' - 1 0 " 1' - 1 0 " 2' - 0 " 8" 1'-6" 12 " M I N AI R G A P 12" HDPE ADS STORM DRAIN PIPE 12" DIP SPOOL FLG x PE 12" FL 90° BEND 12" FL 90° BEND 12" HDPE TO DIP TRANSITION 12" HDPE ADS STORM DRAIN PIPE 12" DIP SPOOL FLG x PE 4' - 0 " 3'-0" 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C403 CI V I L PI P E C O N N E C T I O N S 0 03 / 0 1 / 2 0 2 4 NE G CM L NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 C 4 0 3 . D W G 03/08/2024 FG 5' - 0 " LINK SEAL SEE DETAIL (TYP) S131 93S901 CORE TOP OF TANK SCALE: 3/4"=1'-0" WELL LINE DISCHARGE 2 01C202 0 Scale in Feet 1 2 (1) 12" 45° FLG ELBOW (FACE HORIZONTALLY TOWARDS BOOSTER PUMPS SUCTION LINE) 12" PExFLG SPOOL 12" WATERLINE (SEE SHEET 10C201 FOR CONTINUATION) 12" RJxMJ PVC TO DIP TRANSITION COUPLING SUCTION LINE GROUT (TYP) FROM WELL 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 01C404 CI V I L PI P E C O N N E C T I O N S 0 03 / 0 1 / 2 0 2 4 NE G CM L NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 1 S I T E C I V I L \ 0 1 C 4 0 4 . D W G KEY NOTES: ALL GROUT TO MEET NSF SPECIFICATIONS.1 1 03/08/2024 SCALE: 1/2"=1'-0" ARCHITECTURAL PLAN Scale in Feet 0 2 41-FOR DOOR, WINDOW, AND FINISH SCHEDULE SEE SHEET 81A801. 32'-0" 28'-6" 15 ' - 8 " A132 92A901 2x6 FRAMED WALL (TYP) 2x6 FRAMED WALL (TYP) A147 92A901 101 MECHANICAL ROOM EXIT SIGN 5'-7 1/4" 6' - 3 1 / 4 " 3' - 0 " 24 ' - 8 " 10'-0"3'-0" 3'-6" 8'-7" EXIT SIGN (TYP) (SEE ELECTRICAL SHEETS) FIRE EXTINGUISHER SEE DETAIL (TYP) FIRE EXTINGUISHER SIGN SEE DETAIL (TYP) 1 2 FIRE EXTINGUISHER 102 CHLORINE ROOM CL CL C 10A401 A 10A401 B 10 A 4 0 1 10'-5" 8' - 6 " 16 ' - 2 " FIRE EXTINGUISHER SIGN ELECTRICAL PANELS SEE ELECTRICAL DRAWINGS 6' - 0 " 3 12" SONOTUBE 4x4 POST 4x4 POST A 10A301 10A301 B D 10A302 C 10A302 12" SONOTUBE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A201 WE L L H O U S E AR C H I T E C T U R A L - P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 2 0 1 . D W G 03/08/2024 3: 1 2 SL O P E 21 ' - 8 " 1'-6" OVERHANG1' - 6 " OV E R H A N G 35'-0" SCALE: 1/2"=1'-0" ROOF PLAN Scale in Feet 0 2 4 4' - 7 1 / 2 " 2' - 0 1 / 2 " 12 ' - 0 " 1'-0" (TYP) NOTES: 1- PLACE A SIMPSON TIE H1.5Z AT EACH ROOF JOIST, BOTH ENDS. 2- PLACE 2x BLOCKING AS NEEDED. 2'-0" HEADER (3) 2" X 8" 2x8 FRAMED WALL (BELOW) OPENING FOR 12" x 12" DUCT 2x8 JOIST @ 16" OC 4" x 4" POST (TYP) 12" x 48" SONOTUBE (TYP) (2) 2x8 BEAM 2x OUT RIGGER (TYP) HEADER (3) 2" X 8" 1'-7 1/16"29'-4" (TJI 360 11 7/8" JOIST @ 16" OC)1 1/4" x 11 7/8" RIM BOARD 18 ' - 8 " 1'-7 1/16" 1'-1 7/8" 1' - 6 " OV E R H A N G 1 1/4" x 11 7/8" RIM BOARD 1'-4" 1' - 4 " 1' - 4 " 9' - 4 " (2 x 8 J O I S T @ 1 6 " O C ) 1'-6" OVERHANG 1'-6" OVERHANG 10'-5" 6' - 0 " 1' - 0 " OV E R H A N G 7' - 0 " 13'-5" HEADER (3) 2" X 8" 6'-8" (2x8 JOIST @ 16" CO) 1'-2 1/32"1'-4" 1'-2 15/16" 6'-0" 5'-0"1'-0" 9'-4" 5/8" PLYWOOD SHEATHING (TYP) ICE AND WATER SHIELD (TYP) R-PANEL METAL ROOF (TYP) (COLOR SELECTED BY OWNER) SLOPE FRAMED AREA 1'-10" 1' - 7 " 3'X 3' HATCH 3: 1 2 SL O P E 3: 1 2 SL O P E HEADER (3) 2" X 8" 1 10S901 SHEAR TRANSFER (TYP) 1 10S901 3'-4" 3' - 1 " 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A202 WE L L H O U S E AR C H I T E C T U R A L - R O O F P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 2 0 2 . D W G 03/08/2024 FF FG STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) 2" x 12" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) ALUMINUM SOFFIT WITH VENT (COLOR SELECTED BY OWNER) 12 3 SCALE: 1/2"=1'-0" NORTH ELEVATION Scale in Feet 0 2 4 SCALE: 1/2"=1'-0" WEST ELEVATION Scale in Feet 0 2 4 FF FG 2" x 12" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) 7' - 0 " 9' - 0 " 1 10 ' - 0 " 3070 DOOR A143 92A901 CHLORINE WARNING SIGN SEE DETAIL 2" x 8" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) 12" x 48" SONOTUBE 12 2 STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) FLASHING (2) 2" x 8" BEAM EXHAUST FAN 10 ' - 0 " EXHAUST FAN VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 EXHAUST FAN 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A301 WE L L H O U S E AR C H I T E C T U R A L - E L E V A T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 3 0 1 . D W G NOTES: 1-FOR DOOR, WINDOW, AND FINISH SCHEDULE SEE SHEET 81A801. 03/08/2024 SCALE: 1/2"=1'-0" SOUTH ELEVATION Scale in Feet 0 2 4 STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) 2" x 12" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) FF FG 7' - 0 " 9' - 6 " 2 2" x 8" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) 12" x 48" SONOTUBE 12 2 STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) (2) 2" x 8" BEAM 3 3070 DOOR WALL PACK VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901WALL PACK 4x4 POST EXHAUST FAN 7' - 0 " 9' - 0 " 6762.38 FF FG 1'-6" 8' - 5 " ± 8' - 2 7 / 8 " 14 ' - 0 " ± 12 3 5/8" OSB SHEATHING 5 7 / 8 " 3'-x 3' HATCH 7' - 0 " VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 SCALE: 1/2"=1'-0" EAST ELEVATION Scale in Feet 0 2 4 2' - 8 " WALL PENETRATION FOR 12" DIP FF FG 2" x 12" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) 12" x 48" SONOTUBE(2) 4"x 4" POST 2" x 8" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) 2' - 0 " FLASHING WALL PENETRATION FOR 8" DIP 3' - 2 " LOUVER/ DAMPER W/ ACTUATOR VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 DRIP EDGE, CONTINUOUS 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A302 WE L L H O U S E AR C H I T E C T U R A L - E L E V A T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 3 0 1 . D W G NOTES: 1-FOR DOOR, WINDOW, AND FINISH SCHEDULE SEE SHEET 81A801. 03/08/2024 STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) 2" x 12" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) ALUMINUM SOFFIT WITH VENT (COLOR SELECTED BY OWNER) SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 FF FG 1'-6" (TYP) 2x6 FRAMED WALL (TYP) A 10A201,10A202 VA R I E S R-19 BATT INSULATION (TYP) R-38 BATT INSULATION (TYP) 2" x 6" FASCIA WRAPPED WITH ALUMINUM (COLOR SELECTED BY OWNER) (2) 4"x 4" POST 12" x 48" SONOTUBE SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 C 10A201,10A202 12 2 7' - 0 " 18" WALL PENETRATION FOR 12" DIP 2' - 6 " STANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) FLASH BOTH SIDES INSULATION FLASHING (2) 2x8 BEAM 101 MECHANICAL ROOM 102 CHLORINE ROOM NOTES: 1-FOR DOOR, WINDOW, AND FINISH SCHEDULE SEE SHEET 81A801. 60 MIL MEMBRANE 5/8" OSB SHEATHING 60 MIL MEMBRANESTANDING SEAM METAL ROOF (COLOR SELECTED BY OWNER) SCALE: 1/2"=1'-0" SECTION Scale in Feet 024 6762.38 FF FG B 10A201,10A202 2x6 FRAMED WALL (TYP) R-19 BATT INSULATION (TYP) 101 MECHANICAL ROOM 1'-6" 8' - 5 " ± 8' - 2 3 / 4 " 14 ' - 0 " ± 12 3 R-38 BATT INSULATION (TYP) 5/8" OSB SHEATHING 8' - 4 " 6" 9' - 1 1 5 / 8 " 3'-x 3' HATCH 7' - 0 " 2x10 HEADER ROOF CONNECTION SEE DETAIL 3 10A901 VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 VERTICAL BOARD AND BATTEN SIDING (COLOR SELECTED BY OWNER) 1 10A901 SIMPSON HANGAR 1'-0" E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A401 WE L L H O U S E AR C H I T E C T U R A L - S E C T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 4 0 1 . D W G 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T 03/08/2024 1/2" PLYWOOD SHEATHING (TYP) WATER PROOF VAPOR BARRIER (TYP) VERTICAL SIDING -BOARD (12" OR 16" PER OWNER) VERTICAL SIDING -BATTEN (12" OR 16" PER OWNER) SCALE: 1/2"=1'-0" BOARD AND BATTEN DETAIL Scale in Feet 0 2 4 FINISH SELECTED PER OWNER 1 - 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10A901 WE L L H O U S E AR C H I T E C T U R A L - D E T A I L S 0 03 / 0 1 / 2 0 2 4 MM M JT NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 2 - 1 0 A 9 0 1 . D W G 03/08/2024 SCALE: 1/2"=1'-0" STRUCTURAL PLAN Scale in Feet 0 2 4 HOLD DOWN SCHEDULE MARK HOLD DOWN NAILING COMMENTS STHD14RJ (38) 16d SINKERS ATTACH TO (2) 2X POST ABOVE THE FLOOR DECK SHEARWALL SCHEDULE WALL PLYWOOD EDGE BOLT 7/16"8d @ 4"32" OC NO.ONE SIDE NAILING SPACING NOTES/COMMENTS 1 SILL PLATE SPACING 16d @ 6" NOTES: 1. PLYWOOD SHALL BE STRUCTURAL II, CDX EXTERIOR GRADE, PLYWOOD PANEL EDGE SHALL BE BLOCKED. (PLYWOOD SHALL EXTEND TO FOUNDATION SILL PLATE. PLYWOOD SEAMS ARE TO BE MADE IN WALL AREA, NOT AT WALL TO FLOOR INTERFACE). 2. ANCHOR BOLTS SHALL BE ASTM A307, 5/8"ØX 10" LONG, WITH A MINIMUM EMBEDMENT OF 7" INTO CONCRETE FOUNDATION. (BOLT SPACING TO BE AT SPACING SHOWN UNLESS OTHERWISE SHOWN ON FOUNDATION DWG). 3. MAXIMUM STUD SPACING 16" ON CENTER. 4. PROVIDE NAILS @ 12" ON CENTER AT INTERMEDIATE SUPPORTS, NAILS TO BE SAME SIZE AS EDGE NAILING. 5. PANEL PORTIONS ABOVE AND/OR BELOW OPENINGS IN SHEARWALLS SHOULD BE CONSTRUCTED AS SHEARWALL. 6. DOUBLE STUBS TO BE NAILED TOGETHER W/ 16d NAILS @ 8" O.C. STAGGERED ONE FACE. 24 ' - 8 " 10 ' - 0 " 9' - 0 1 / 2 " 10'-5"6'-4"9'-10" 1' - 4 " 3' - 4 " 14 ' - 0 " 5'-5" 6' - 0 " 7'-7"2'-8" 1'-4 5/8" 15'-6 1/2" 7'-0 7/8"5'-10"6'-0"4'-3"5'-6"3'-4" 5'-0"4'-10" FP FOR 12" DIP FP FOR 12" DIP FP FOR 12" DIP FP FOR 8" DIP FP FOR 8" DIP FP FOR 3" PVC FP FOR 3" PVC FP FOR 14" STEEL 12" SONITUBE 12" SONITUBE FP FOR 3" PVC FP FOR 3" PVC 1 1 1 1 1 1 FLOOR DRAIN SEE DETAIL SL O P E 1 % SLOPE 1%SLOPE 1% SL O P E 1 % M103 94M901 S127 93S901 FLOOR DRAIN SEE DETAIL 3' - 5 1 / 2 " 2' - 0 " 4' - 4 1 / 2 " 1' - 2 " 4' - 3 " 4' - 9 3 / 4 " 3' - 8 7 / 8 " 3' - 9 " 4' - 0 " 3' - 1 0 " POST BASE (TYP) HOLD DOWN (TYP) 2 10S401 SINGLE CURTAIN OF REBAR (TYP) S149 93S901 FF ELEV 6762.38 FF ELEV 6754.72 6" CONCRETE SLAB 4" CONCRETE SLAB 1'-10 1/2"3'-4"5'-2 1/2" 6' - 0 " 3' - 0 1 / 2 " 5' - 7 1 / 2 " A 10S401 C 10S401 B 10 S 4 0 1 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10S201 WE L L H O U S E ST R U C T U R A L - P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 3 - 1 0 S 2 0 1 . D W G 4'-10" 03/08/2024 SCALE: 1/2"=1'-0" FOUNDATION PLAN Scale in Feet 0 2 4 8' - 6 " 26 ' - 3 " 11 " 12'-3" 22'-3" 11" 20 ' - 0 " 33'-4" 2' - 0 " 8" (T Y P ) 8" (T Y P ) 8" (T Y P ) A 10S401 C 10S401 S150 93S902 CONCRETE ENCASEMENT OF PIPE (TYP) SEE DETAIL B 10 S 4 0 1 11"10'-5" 11 " 6' - 8 " 4'-3" 18 ' - 8 " 2'-6" 2' - 6 " 2' - 6 " 2'-6" 4' - 2 " EXISTING 14" WELL CASING 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10S202 WE L L H O U S E ST R U C T U R A L - F O U N D A T I O N P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 3 - 1 0 S 2 0 2 . D W G 3' - 6 " 2'-8" 03/08/2024 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 FG FF FG A 10S202 B 10S202 3' - 2 " 1' - 0 " 6" 6" 12" DIP 3' - 2 " 1' - 0 " 6" FLOOR PIPE SLEEVE SEE DETAIL (TYP) S127 - FLOOR PIPE SLEEVE SEE DETAIL S127 93S901 #4 @ 12" OC EW #4 DOWEL @ 24" OC 4" MIN EMBED (TYP) #5 @ 12" TOP & BOTTOM (TYP)(3) #5 @ 12" TOP & BOTTOM (TYP) #5 L-BAR @ 12" OC (TYP) 8" 45" #5 @ 12" OC (TYP) STRUCTURAL FILL STRUCTURAL FILL (TYP) STRUCTURAL FILL (TYP) STRUCTURAL FILL HOLD DOWN SEE DETAIL (TYP) 2 10S901 HOLD DOWN SEE DETAIL (TYP) 2 10S901 ANCHOR BOLTS (TYP) SEE NOTE 2 ON SHEET 10S201 ANCHOR BOLTS 12" DIP 6761.88 FG SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 C 10S202 6' - 6 " 9' - 1 0 " ± #4 @ 12" OC EW #5 @ 12" OC 2'-0" 2'-0" #5 @ 12" TOP & BOTTOM (3) #5 @ 12" TOP & BOTTOM #5 @ 12" OC (TYP) 8" 45" 2'-6"2'-6" (3) #5 EQUALLY SPACED TOP & BOTTOM (TYP) #5 @ 12" TOP & BOTTOM (TYP) 2'-0" 8' - 2 " 1' - 0 " 6" #5 @ 12" OC EW #4 8" LONG DOWEL @ 24" OC W/ 4" MIN EMBEDMENT (TYP) #5 @ 12" OC (TYP) 8" 6" NOTES: 1-STRUCTURAL FILL PLACED UNDER FOOTINGS & FILL TO BE MINIMUM 12" THICK. 4" POST BASE CBS-44 STRONG-TIE OR EQUAL (TYP) 2x6 JOIST HANGAR LU26 OR EQUAL 2x6 HEADER HURRICANE TIE-H1A OR EQUAL (EACH JOIST) BEAM (SEE PLAN) 9'-3" 12" SONOTUBE 3' - 6 " COLUMN CAP CC44 STRONG-TIE OR EQUAL (TYP) 4x4 POST FF ELEV 6762.38 FF ELEV 6762.38 FF ELEV 6762.38 4' - 2 " #5 @ 12" TOP & BOTTOM (3) #5 @ 12" TOP & BOTTOM #5 @ 12" OC (TYP) 8" 45" 8" 8"8" 8" #3 TIES @ 9" OC (6) #4 EQUALLY SPACES PLACE (3) #3 TIES 3" OC 8"8" 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10S401 WE L L H O U S E ST R U C T U R A L - S E C T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 3 - 1 0 S 4 0 1 . D W G 7 5 / 8 " 03/08/2024 ROOF TRUSS SOLID BLOCKING BETWEEN TRUSSES (NAIL BLOCKS INTO SIDES OF TRUSSES W/ (2) 8d NAILS AT EACH BLOCK END) SOLID BLOCKING EDGE NAIL PER FRAMING NOTES (EVERY THIRD BLOCK REMOVED FOR VENTILATION IF REQ'D) DOUBLE TOP PLATE SIMPSON H-1 AT EVERY OTHER TRUSS OR RAFTER (ALTERNATE ENDS OF TRUSSES) FRONT VIEW SIDE VIEW ATTACH TO (2) 2x POST ABOVE FLOOR DECK SINKERS (PER PLAN) 2x EMBEDMENT LENGTH +12" MIN. REBAR LENGTH SCALE: NTS HOLD DOWN DETAIL 2 10S401SCALE: NTS SHEAR TRANSFER DETAIL 1 10S401 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10S901 WE L L H O U S E ST R U C T U R A L - D E T A I L S 0 03 / 0 1 / 2 0 2 4 MM M JT NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 3 - 1 0 S 9 0 1 . D W G 03/08/2024 2'-0" x 2'-0" CATCH BASIN (TYP) CHLORINE ROOM GAS CYLINDERS ELECTRICAL PANEL SCALE: 1/2"=1'-0" MECHANICAL PLAN Scale in Feet 0 2 4 C105 91C901 CONCRETE ENCASEMENT SEE DETAIL (TYP) C111 91C902 NOTES: 1-PROVIDE PIPE SUPPORTS AS SHOWN IN DETAIL M132 ON SHEET 94M901 IN LOCATIONS MARKED WITH AN "X" OR AS REQUIRED. 2-FOR PIPE SCHEDULE SEE SHEET 10M401. SURFACE MOUNT GRATING (TYP) S114 91S901 COMBINATION AIR/ VAC VALVE (TYP) M106 94M901 14" DR-18 C900 PVC PIPING PUMP WELL 8" DR-18 C900 PVC PIPING 3" PVC CONDUIT W/ LONG SWEEP ELBOWS (TYP) 1" FLEXIBLE TUBING (TYP) 10 M 4 0 1 E X X XTO BYPASS F 10 M 4 0 1 FROM PUMP WELL DRAIN 8" DR-18 C900 PVC PIPING X X X X X X X XXXTO TANK 12" DR-18 C900 PVC PIPING 10M401 A 10M401 D C 10 M 4 0 1 B 10 M 4 0 1 M-10021 M-10151 M-10111 FV-10151 FV-10053 FV-10111 M-10012 FV-10012 FV-10141 FV-10052 HV-10021A MFV-10021 FROM SPRING WELL XXX FV-10021 FV-10051 HV-10101A MFV-10101 ME-10065 MFV-10011 X X X X X XX X X X COMBINATION AIR/VACUUM VALVE (TYP) M106 94M901 M106 94M901 9 9 8 12 8 12 8 6 88 8 9 24 6 8 24 25 22 8 6 9 8 8 9 16 8 8 6 24 24 25 242225 6 22 FROM ARTESIAN WELL 36 38 405 11 8 8 11 6 22 6 38 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10M201 WE L L H O U S E ME C H A N I C A L - P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 4 - 1 0 M 2 0 1 . D W G 03/08/2024 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 A 10M201 B 10M201 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 C 10M201 PIPE SUPPORT SEE DETAIL M132 94M901 FF 4' - 0 " 5' - 6 " 3' - 6 " 24 24 22 22 22 2525 21 5 9 9 6 6 19 3 204 11 6 34 4" DWV 29 3" PVC CONDUIT W/ LONG SWEEP ELBOWS (TYP) COMBINATION AIR/ VAC VALVE SEE DETAIL M106 94M901 2' - 0 " SLOPE 2% 6 9 21 19 20 FV-10051 MFV-10021 HV-10021A FV-10153 FV-10141 FV-10052 HV-10151A HV-10111A 22 24 24 25 19 35 5' - 6 " 3' - 6 " 6 8 6 8 3 4 19 FF PIPE SUPPORT SEE DETAIL M132 94M901 PIPE SUPPORT SEE DETAIL M132 94M901 FG FF 40 COMBINATION AIR/ VAC VALVE SEE DETAIL M106 94M901 MFV-10011 34 36 37 8 HV-10101A 38 39 39 CONCRETE ENCASEMENT (TYP) C111 91C902 HV-10021B HV-10011 HV-10011A NOTES: 1-ALL PIPE UNDER FOOTINGS & SLABS SHALL BE ENCASED IN CONCRETE PER STD DETAIL C111. ENCASED SHALL EXTEND 5 FEET BEYOND STRUCTURE. 2-FOR PIPE SCHEDULE, REFER TO DRAWING # 10M402. 3' - 6 " 2' - 0 " 11 COMBINATION AIR/ VAC VALVE SEE DETAIL M106 94M901 MFV-10021 HV-10021B 5 HV-10021A 4 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10M401 WE L L H O U S E ME C H A N I C A L - S E C T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 4 - 1 0 M 4 0 1 . D W G 03/08/2024 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 F 10M201 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 E 10M201 29 3" PVC CONDUIT W/ LONG SWEEP ELBOWS (TYP) 1" FLEXIBLE TUBING (TYP) 3230 (TYP) CHEMICAL TUBING 31 33 (TYP) 29 (TYP) PIPE SCHEDULE NO. DESCRIPTION SIZE JOINT MATERIAL 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 SPOOL 12"PE DR-18 C900 PVC 29 30 31 32 SLEEVE MJ DIP SPOOL PE 90° BEND FLANGE COUPLING ADAPTER FLG DIP 90° BEND DISMANTLING JOINT 12"-- SPOOL TEE REDUCING TEE 12" x 6" COMPANION FLANGE 12" x 1"FLG x THD DIP SPOOL 12"FLG x VIC DIP 90° BEND VIC DIP FLANGE SPOOL FLG x PE DIP SPOOL 8"PE SLEEVE 8"MJ DIP SPOOL 90° BEND FLANGE COUPLING ADAPTER SPOOL TEE SPOOL 6" SPOOL 1"THD NPT 90° BEND UNION TEE 12" DIP12" MJ DIP12" 12" FLG DIP12" FLG DIP12" FLG DIP12" FLG DIP REDUCING TEE 12" x 8"FLG DIP 12" VIC DIP12" 12" DR-18 C900 PVC 8"PE DIP 8"MJ DIP 8"DIPFLG x MJ 90° BEND 8"DIPFLG DISMANTLING JOINT 8"-- 8"DIPFLG 8"DIPFLG DIPFLG 90° BEND 6"DIPFLG COMPANION FLANGE 8" x 1"FLG x THD DIP 1"THD NPT 1"THD NPT 1"THD NPT33 REDUCING FERNCO COUPLER 3" x 1"-- SPOOL 8"FLG x PE DIP34 45° BEND 8"MJ DIP35 6" 12" x 12" SQUARE DUCT 3' - 0 " SAFETY CHAIN VENT CHLORINE DISCHARGE LINE OUTSIDE END COVERED WITH NO. 14 SS MESH SCREEN INSTALL MESH SCREEN OVER DUCT OPENING CHLORINE SENSOR WRENCH HOLDER (EACH TANK) CHLORINE GAS LINE (SIZE BY MANUFACTURER) H-10810 SCALE: 1/2"=1'-0" SECTION Scale in Feet 0 2 4 D 10M201 FF 5 3 4 HV-10101B 53 HV-10101A 6 6 6 4" DWV 2' - 0 " SLOPE 2% 16 8 1212 88 899886 4 PIPE SUPPORT SEE DETAIL M132 94M901 SPOOL 14"FLG x PE DIP37 TEE 14"PE DIP38 REDUCER FITTING 14"FLG DIP36 SPOOL 14"PE DIP39 14" x 1"FLG x THD DIP40COMPANION FLANGE P-10063 ME-10066 ME-10064 ME-10067ME-10162 ME-10205 ME-10203 ME-10201 ME-10202 HV-10210 ME-10204 MFV-10101 HV-10101 ME-10065 ME-10065 3' - 6 " 86 9 5' - 6 " 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10M402 WE L L H O U S E ME C H A N I C A L - S E C T I O N S 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 4 - 1 0 M 4 0 1 . D W G 3' - 6 " 03/08/2024 12" x 12" DUCT THROUGH ROOFRECTANGULAR DUCT SEE DETAIL H109 95H901 T FAN WITH DAMPER SEE DETAIL H105 95H901 LOUVER W / DAMPER SEE DETAIL (TYP) H108 95H901 SCALE: 1/2"=1'-0" HVAC PLAN Scale in Feet 0 2 4 ELECTRICAL PANEL H-10804 H-10812 H-10803 H-10801 H-10802 H-10805 H-10810 (ABOVE)101 MECHANICAL ROOM 102 CHLORINE ROOM T F 10 M 4 0 1 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 10H201 WE L L H O U S E HV A C - P L A N 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 0 0 2 S T R U C T U R E S \ W E L L B U I L D I N G \ 1 0 5 - 1 0 H 2 0 1 . D W G 03/08/2024 2 1 TYPE E A TYPE DOOR SCHEDULE WEST TI L E CE R A M I C FL O O R SE A L E D CO N C R E T E 4" C O V E D CE R A M I C T I L E NO N E NO N E NORTH EAST SOUTH ROOM NAME FINISH SCHEDULE FLOORS BASE WALLS CEILINGS MECHANICAL ROOM 101 X X 6" 0 Scale in Feet 42 2" TYP 3'-4" 4" TY P 7' - 4 " 8" TY P 2' - 6 " 3' - 1 0 " 7' - 0 " 6" TYP3'-0" DOOR SCHEDULE SCALE: 3/8"=1'-0" METAL W/ WINDOW METAL FRAME GLASS SCHEDULE SYMBOL GLASS TYPE G1 G1 A NOTES: 1-DIMENSIONS OF DOORS MAY VARY ACCORDING TO MANUFACTURER. 2-CONTRACTOR SHALL SUPPPLY TEMPORARY LOCKSET DURING CONSTRUCTION, OWNER WILL REPLACE AFTER FINAL COMPLETION. YES YES YES YES YES YESYES YES WEATHERSTRIPPINGTHRESHOLDSDOOR STOPKICKPLATE SEE NOTE 2 LOCKSETCLOSERHINGE DESCRIPTIONSIZE 3'-0"x 7'-0" 6'-0"x 7'-0"YES YES GALVANIZED INSULATED METAL DOOR W/ EXIT DEVICE AND WINDOW SYMBOL TYPE 2" TYP 3'-4" 2" TY P 7' - 2 " 7' - 0 " 3'-0" METAL W/OUT WINDOW METAL FRAMEC 4" R U B B E R CO V E R S GALVANIZED INSULATED METAL DOOR W/ EXIT DEVICE FRP D H EP O X Y SEE NOTE 2 TYPE 2" TYP 6'-4" 4" TY P 7' - 4 " 7' - 0 " 3'-0" DOUBLE METAL W/ WINDOW METAL FRAMEE 6'-0" FRP FRP FRP FRP FRP- FIBERGLASS REINFORCED PANEL PG - PAINTED GYPSUM BOARD WP - PAINTED GYPSUM BOARD (WATER PROOF) PB - PAINTED CMU/CONCRETE SB - SEALED CMU/CONCRETE ML - METAL LINER AC - PAINTED AC FIR N - NO FINISH CT - CERAMIC TILE ACX - PAINTED ACX PLYWOOD PG - PAINTED GYPSUM BOARD EP - EPOXY PAINTED GYPSUM BOARD CI - SUSPENDED LAY-IN-TILE N - NO CEILING (EXPOSED STRUCTURE) WP - PAINTED GYPSUM BOARD (WATER PROOF) PS - PAINTED STRUCTURE AS - ALUMINUM SOFFIT AC - PAINTED AC FIR ACX - PAINTED ACX PLYWOOD FRP - FIBERGLASS REINFORCED PANEL LEFT HAND DOOR (SWING IN) KINSIDE OUTSIDE JAMB LH STRIKE JAMB LH HINGE K INSIDE OUTSIDE JAMB LH STRIKE JAMB LH HINGE K INSIDE JAMB RH STRIKE JAMB RH HINGE RIGHT HAND REVERSE BEVEL DOOR (KEY SIDE) (SWING OUT) LEFT HAND FRAME LEFT HAND REVERSE BEVEL DOOR (SWING OUT) RIGHT HAND FRAME (KEY SIDE) OUTSIDE (KEY SIDE) LH Lock RHRB Lock LHRB Lock PAIR OF DOOR - LH ACTIVE (SWING IN) K INSIDE OUTSIDE JAMB RH HINGE JAMB LH HINGE (KEY SIDE) LH Lock INACTIVE LH Active DOUBLE DOOR FRAME - LH ACTIVE RH ASTRAGAL PAIR OF DOOR - RH ACTIVE (SWING IN) K INSIDE OUTSIDE JAMB RH HINGE JAMB LH HINGE (KEY SIDE) RH Lock INACTIVE RH Active DOUBLE DOOR FRAME - RH ACTIVE LH ASTRAGAL PAIR OF DOOR - LHRB ACTIVE (SWING OUT) K INSIDE OUTSIDE JAMB LH HINGE JAMB RH HINGE (KEY SIDE) LHRB Lock INACTIVE LHRB Active DOUBLE DOOR FRAME - RH ACTIVE LH ASTRAGAL PAIR OF DOOR - RHRB ACTIVE (SWING OUT) K INSIDE OUTSIDE JAMB RH HINGE JAMB LH HINGE (KEY SIDE) RHRB Lock INACTIVE RHRB Active DOUBLE DOOR FRAME - LH ACTIVE RH ASTRAGAL B C D E F G H LEFT HAND FRAME RIGHT HAND DOOR (SWING IN) K INSIDE OUTSIDEJAMB RH STRIKE JAMB RH HINGE (KEY SIDE) RH Lock A RIGHT HAND FRAME HINGE AND SWING SCHEDULE K = KEY SIDE OF THE ACTIVE DOOR 1" INSULATED TINTED LOW-E GLASS (SEE SPECIFICATION 088000 FOR DETAILS) WELL HOUSE CHLORINE ROOM 101 X X FRPFRPFRPFRPFRP 3 C YESYESYESYESSEE NOTE 23'-0"x 7'-0"YES GALVANIZED INSULATED METAL DOOR W/ EXIT DEVICED 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 81A801 SC H E D U L E S DO O R , W I N D O W , A N D F I N I S H S C H E D U L E 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 8 0 S C H E D U L E S \ 8 8 1 - 8 1 A 8 0 1 . D W G 03/08/2024 MECHANICAL EQUIPMENT SCHEDULE TAG#LOCATION ITEM SERVICE KW/SIZE REMARKS M-10012 WELL HOUSE MAGNECTIC FLOW METER DISCHARGE LINE 12-INCH SEIMENS SITRANS PRESSURE TRANSMITTER WITH ENCLOSED LIGHTNING/TRANSIENT PROTECTION M-10021 WELL HOUSE MAGNECTIC FLOW METER DISCHARGE LINE 12-INCH SEIMENS SITRANS PRESSURE TRANSMITTER WITH ENCLOSED LIGHTNING/TRANSIENT PROTECTION M-10111 WELL HOUSE MAGNECTIC FLOW METER DISCHARGE LINE 8-INCH SEIMENS SITRANS PRESSURE TRANSMITTER WITH ENCLOSED LIGHTNING/TRANSIENT PROTECTION M-10151 WELL HOUSE MAGNECTIC FLOW METER DISCHARGE LINE 8-INCH SEIMENS SITRANS PRESSURE TRANSMITTER WITH ENCLOSED LIGHTNING/TRANSIENT PROTECTION ME-10062 WELL DISCHARGE Y-STRAINER WELL CHLORINE LINE 2-INCH ME-10064 WELL DISCHARGE ANTI-SIPHON INJECTOR WELL CHLORINE LINE -EVOQUA TECHNOLOGIES ANTI-SIPON INJECTOR OR APPROVED EQUAL ME-10065 WELL DISCHARGE RETRACTABLE CHEMICAL INJECTION QUILL WITH CORP STOP WELL CHLORINE LINE SIZED BY MANUFACTURER 150 PSI RATED, SAF-T-FLO SERIES EB-145 W/ STAINLESS STEEL VALVE AND PVC SOLUTION TUBE MATERIAL, OR APPROVED EQUAL ME-10066 WELL DISCHARGE PRESSURE GAUGE WELL CHLORINE LINE 1/4-INCH OIL FILLED PRESSURE GAUGE ASSEMBLY (0-200PSI) W/ SHUTOFF VALVE ME-10067 WELL DISCHARGE PRESSURE GAUGE WELL CHLORINE LINE 1/4-INCH OIL FILLED PRESSURE GAUGE ASSEMBLY (0-200PSI) W/ SHUTOFF VALVE ME-10201 CHLORINE ROOM CHLORINE GAS DETECTOR CHLORINE -EVOQUA W&T ACUTEC 35 OR APPROVED EQUAL ME-10202 CHLORINE ROOM FEED SYSTEM CHLORINE -ROTOMETER ASSEMBLY W/ V-NOTCH VALVE, 0-10 PPD CL2 FEED RANGE ME-10203 CHLORINE ROOM DUAL CYLINDER SCALE CHLORINE -FORCE FLOW SOLO G2 OR APPROVED EQUAL ME-10204 CHLORINE ROOM GAS CHLORINATOR SYSTEM CHLORINE -EVOQUA W&T V10 (DUAL 150 LB CYLINDER W/ AUTOMATIC SWITCHOVER VACUUM REGULATORS/DYLINDER DIRECT MOUNT OR APPROVED EQUAL ME-10205 CHLORINE ROOM GAS CHLORINATOR SYSTEM CHLORINE -EVOQUA W&T V10 (DUAL 150 LB CYLINDER W/ AUTOMATIC SWITCHOVER VACUUM REGULATORS/DYLINDER DIRECT MOUNT OR APPROVED EQUAL HVAC SCHEDULE TAG#LOCATION SERVICE TYPE V/HP (KW)CAPACITY/SIZE REMARKS H-10801 WELL BUILDING ELECTRIC UNIT HEATER WALL/CEILING MOUNT 208V / 7.5 KW 22,000 BTU/H DAYTON HD MODEL 2YU68 W/ MOUNTING KIT OR APPROVED EQUAL H-10802 WELL BUILDING ELECTRIC UNIT HEATER (STANDBY)WALL/CEILING MOUNT 208V / 7.5 KW 22,000 BTU/H DAYTON HD MODEL 2YU68 W/ MOUNTING KIT OR APPROVED EQUAL H-10803 WELL BUILDING COMBINATION INTAKE LOUVER/DAMPER WALL MOUNT N/A 24"W x 30"H ALUMINUM COMBINATION LOUVER/DAMPER GREENHECK MODEL EAC-401-24X30 W/ ELECTRIC ACTUATOR OR EQUAL H-10804 WELL BUILDING EXHAUST FAN WALL MOUNT 1/3 HP 1,247 CFM @ 0.25 IN WG LOREN COOK MODEL 135W28D(VF) W/ ROUND DAMPER, BIRD SCREEN OR EQUAL H-10805 WELL BUILDING HEATING/COOLING THERMOSTAT WALL MOUNT 24V 8.00000 PECO MODEL TRF115-005 OR APPROVED EQUAL H-10810 CHLORINE ROOM EXHAUST FAN ROOF MOUNT/UPBLAST 115V 297 CFM @ 0.25 IN WG LOREN COOK ACRU-D VF MODEL 90R17DM (VF) W/ BIRD SCREEN, DAMPER, ROOF CURB OR EQUAL H-10811 CHLORINE ROOM ELECTRIC UNIT HEATER WALL/CEILING MOUNT 208V / 2.2 KW 7,500 BTU/H DAYTON HD MODEL 2YU58 W/ MOUNTING KIT OR APPROVED EQUAL H-10812 CHLORINE ROOM COMBINATION INTAKE LOUVER/DAMPER WALL MOUNT N/A 14"W x 22"H ALUMINUM COMBINATION LOUVER/DAMPER GREENHECK MODEL EAC-401-14X22 W/ ELECTRIC ACTUATOR OR EQUAL H-10813 CHLORINE ROOM HEATING/COOLING THERMOSTAT WALL MOUNT 24V T-STAT PECO MODEL TRF115-005 OR APPROVED EQUAL VALVE SCHEDULE TAG #LOCATION SERVICE TYPE SIZE MATERIAL CONNECTION ACTUATOR REMARKS HV-10011A WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG WHL MUELLER AWWA C509 RESILIENT SEAT GATE VALVE MFV-10011 WELL HOUSE CATTAIL WELL COMB AIR/VAC 1"DI NPT -VALMATIC MODEL NO. 201C.2 OR APPROVED EQUAL HV-10011B WELL HOUSE CATTAIL WELL BALL 1"SS THD -MATCO-NORCA MODEL NO. FY-691LF OR EQUAL FV-10011 WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10141 FV-10012 WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10052 HV-10021A WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG WHL MUELLER AWWA C509 RESILIENT SEAT GATE VALVE MFV-10021 WELL HOUSE CATTAIL WELL COMB AIR/VAC 1"DI NPT -VALMATIC MODEL NO. 201C.2 OR APPROVED EQUAL HV-10021B WELL HOUSE CATTAIL WELL BALL 1"SS THD -MATCO-NORCA MODEL NO. FY-691LF OR EQUAL FV-10021 WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10021 FV-10051 WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10051 FV-10052 WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10012 FV-10053 WELL HOUSE SPRING WELL BUTTERFLY 8"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10151 MFV-10101 WELL HOUSE CATTAIL WELL COMB AIR/VAC 1"DI NPT -VALMATIC MODEL NO. 201C.2 OR APPROVED EQUAL HV-10101 WELL HOUSE CATTAIL WELL BALL 1"SS THD -MATCO-NORCA MODEL NO. FY-691LF OR EQUAL HV-10101A WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG WHL AWWA C-504 RUBBER SEATED HV-10101B WELL HOUSE CATTAIL WELL BUTTERFLY 12"DI FLG WHL AWWA C-504 RUBBER SEATED HV-10011A WELL HOUSE SPRING BUTTERFLY 8"DI FLG WHL MUELLER AWWA C509 RESILIENT SEAT GATE VALVE FV-10111 WELL HOUSE SPRING BUTTERFLY 8"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10141 FV-10141 WELL HOUSE SPRING BUTTERFLY 8"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10111 HV-10151 WELL HOUSE SPRING WELL BUTTERFLY 8"DI FLG WHL MUELLER AWWA C509 RESILIENT SEAT GATE VALVE HV-10151A WELL HOUSE SPRING WELL BALL 1"SS THD -MATCO-NORCA MODEL NO. FY-691LF OR EQUAL FV-10151 WELL HOUSE SPRING WELL BUTTERFLY 8"DI FLG ELECTRIC AWWA C-504 RUBBER SEATED, MECHANICALLY COUPLED TO VALVE FV-10053 PUMP SCHEDULE TAG#LOCATION SERVICE TYPE HP (KW)CAPACITY REMARKS P-10011 WELL HOUSE WELL PUMP SUBMERGED 40 HP 1000 GPM, TDH = 80 FT SUBMERSIBLE, NSF 61 COMPLIANT P-10063 WELL HOUSE WELL CHLORINE LINE CENTRIFUGAL IN-LINE 2.00000 -GRUNDFOS CR 3-11 PUMP, 1 PHASE OR APPROVED EQUAL E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 82M801 SC H E D U L E S VA L V E , M E C H A N I C A L , P U M P , A N D H V A C 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 3/ 4 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 8 0 S C H E D U L E S \ 8 8 2 - 8 2 M 8 0 1 . D W G 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T 03/08/2024 SCALE: NTS THRUST BLOCK C101 - THRUST BLOCK BEARING AREA IN SQ. FT. @200 PSI WORKING PRESSURE 43.6 56.9 72.0 88.9 128.0 PIPE SIZE 4 6 8 10 3.6 8.0 14.3 22.3 32.0 CROSS 90° BEND 3.6 8.0 14.3 22.3 30.8 40.3 50.9 62.9 90.5 END DEAD 2.6 5.7 10.1 15.8 22.7 TEE WYE VALVE 22.5° BEND 1.0 2.3 4.0 6.2 2.0 4.4 7.7 12.1 45° BEND 1.0 1.2 2.0 3.1 11.25° BEND THRUST BLOCK BEARING AREA IN SQ. FT. @250 PSI WORKING PRESSURE 38.5 78.6 54.5 71.1 90.0 111.1 160.0 50.3 113.1 63.7 4 PIPE SIZE 3.24.5 10.0 17.8 27.8 40.0 7.1 12.6 28.3 19.7 CROSS TEE WYE END VALVE BEND 1.32.5 BEND BEND 1.0 BEND BEND 90° 23.1 23.1 67.9 47.2 38.2 30.2 67.9 47.2 38.2 30.2 DEAD 17.0 11.8 7.6 4.3 1.9 END 17.0 11.8 7.6 4.3 1.9 VALVE 17.7 9.1 4.6 26.5 18.4 14.9 11.8 52.0 36.1 29.3 23.1 13.4 9.3 7.5 6.0 6.7 4.6 3.0 1.7 1.0 BEND 22.5° 1.5 13.0 9.1 5.8 3.3 BEND 45° 1.0 3.4 2.4 1.5 1.0 BEND 11.25° 14 24 20 18 16 SIZE PIPE 4 12 10 8 6 32.7 96.0 66.7 54.0 42.7 2.7 24.0 16.7 10.7 6.0 CROSS 23.1 67.9 47.2 38.2 30.2 1.9 17.0 11.8 7.6 4.3 TEE THRUST BLOCK BEARING AREA IN SQ. FT. @150 PSI WORKING PRESSURE 23.1 67.9 47.2 38.2 30.2 1.9 17.0 11.8 7.6 4.3 WYE 96.0 66.7 54.0 42.7 32.7 24.0 16.7 10.7 6.0 2.7 THRUST BLOCK BEARING AREA IN SQ. FT. @500 PSI WORKING PRESSURE 77.0 157.1 108.9 142.2 180.0 222.2 319.9 100.6 226.2 127.3 4 PIPE SIZE 6.38.9 20.0 35.6 55.6 80.0 14.2 25.2 56.6 39.3 CROSS TEE WYE END VALVE BEND 2.54.9 BEND BEND 1.3 BEND 23.6 12.1 6.1 35.4 24.6 19.9 15.7 69.3 48.1 39.0 30.8 17.8 12.4 10.0 7.9 8.917.4 4.5 14 24 20 18 16 12 128.0 88.9 72.0 56.9 43.6 32.0 30.8 40.3 50.9 62.9 90.5 2.6 5.7 10.1 15.8 22.7 30.8 40.3 50.9 62.9 90.5 2.6 5.7 10.1 15.8 22.7 30.8 40.3 50.9 62.9 90.5 2.6 5.7 10.1 15.8 22.7 6 8 10 2.8 5.0 7.7 5.5 9.7 15.1 1.4 2.5 3.9 29.5 15.1 7.6 44.2 30.7 24.9 19.7 86.6 60.2 48.7 38.5 22.2 15.4 12.5 9.9 11.121.7 5.6 14 24 20 18 16 12 38.5 78.6 50.3 113.1 63.7 3.2 7.1 12.6 28.3 19.7 38.5 78.6 50.3 113.1 63.7 3.2 7.1 12.6 28.3 19.7 38.5 78.6 50.3 113.1 63.7 3.2 7.1 12.6 28.3 19.7 90°DEAD 22.5°45°11.25° 90°DEAD 22.5°45°11.25° 54.5 71.1 90.0 111.1 160.0 4.5 10.0 17.8 27.8 40.0 6 8 10 5.6 9.9 15.4 10.9 19.3 30.1 2.8 5.0 7.7 59.0 30.1 15.1 88.3 61.3 49.7 39.3 173.2 120.3 97.4 77.0 44.4 30.8 25.0 19.8 22.143.3 11.1 14 24 20 18 16 12 108.9 142.2 180.0 222.2 319.9 8.9 20.0 35.6 55.6 80.0 77.0 157.1 100.6 226.2 127.3 6.3 14.2 25.2 56.6 39.3 77.0 157.1 100.6 226.2 127.3 6.3 14.2 25.2 56.6 39.3 77.0 157.1 100.6 226.2 127.3 6.3 14.2 25.2 56.6 39.3 1/2"Ø ANCHORS AROUND GATE VALVES TO THRUST BLOCK ALL TIMBER USED FOR BLOCKING IS TO BE REDWOOD * THRUST BLOCKS REQUIRED AT ALL BENDS PLUG VALVE *BENDS PLUG TEE TEE CROSS NOTES: 1-CONCRETE SHALL NOT BE PLACED AROUND JOINTS AND BOLTS. COVER ALL METAL CONTACT AREAS WITH A POLY WRAP PRIOR TO CONCRETE PLACEMENT. 2-ALL THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL OR APPROVED COMPACTED BACKFILL. THE BEARING FACE IS CONSIDERED TO BE THE FACE PLANE OF THE BLOCK PERPENDICULAR TO THE AXIS OF FLOW. A FLANGED OR CAPPED PIPE END WILL HAVE ONE BEARING FACE, AND ELBOW THRUST BLOCK WILL HAVE TWO, A TEE WILL HAVE THREE, AND A CROSS WILL HAVE FOUR, EACH OF WHICH MUST MEET THE TABLE REQUIREMENTS. FLOW IS CONSIDERED TO BE IN BOTH DIRECTIONS FOR STRAIGHT THROUGH IN LINE COMPONENTS SUCH AS VALVES, REDUCERS, AND ETC., WHICH THEREFORE HAVE A MINIMUM OF TWO BEARING FACES. 3-SQUARE ALL EDGES TO RECEIVE CONCRETE. THRUST BLOCKS SHALL BE GENERALLY CUBIC IN CONFIGURATION. 4-CALCULATED WITH AN ALLOWABLE BEARING PRESSURE OF 1500 LBS. PER SQ. FT. 5-ALL FITTINGS AND VALVES SHALL BE ANCHORED WITH TWO #5 REBAR. 6-CENTER ALL FITTINGS OVER THRUST BLOCKS. 7-ALL REBAR SHALL BE FUSION BONDED EPOXY COATED AFTER IT HAS BEEN SHAPED OR BENT TO FIT. 8-FACTOR OF SAFETY OF 1.5 WAS USED TO ACCOUNT FOR PRESSURE TESTING. SCALE: NTS TYPICAL TRENCH C102 - PIP E 1' - 0 " MI N 4" MI N 2' - 0 " MI N OD + 24" MIN UNDISTURBED SUBGRADE SELECT BEDDING COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT LOCATOR TAPE (METALLIC FOR NON-METALLIC UTILITIES) NATIVE BACKFILL COMPACTED TO 85% OF MAX DRY DENSITY PER GEOTECH REPORT SLOPE LAYBACK PER OSHA REQUIREMENTS TOP SOIL (IF REQUIRED) RESTORE TO ORIGINAL GRADERESTORE TO ORIGINAL GRADE TRENCH IN PAVED AREAS TRENCH IN UNPAVED AREAS SAWCUT EDGE BITUMINOUS SURFACE COURSE TYPE 2 UNTREATED BASE COURSE COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT NATIVE OR IMPORTED BACKFILL COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT SELECT NATIVE OR IMPORTED BEDDING COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT SCALE: NTS CATCH BASIN C105 - 24"x24" CAST OR PRECAST CATCH BASIN SUBGRADE BASE COURSE BITUMINOUS SURFACE 24" GRATE TRAFFIC RATED NON-BITUMINOUS SURFACE DRAIN PIPE SIZE AND INVERT VARIES SEE PLAN LINK SEAL SEE DEAIL S331 - 6"MI N VA R I E S 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 91C901 DE T A I L S CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - C I V I L D E T A I L S C O M B I N E D . D W G 2/ 2 9 / 2 0 2 4 LS R BD P EE S 03 / 0 1 / 2 0 2 4 0 03/08/2024 SCALE: NTS CONCRETE ENCASEMENT C111 - NOTE: TOP OF ENCASEMENT IS NOT REQUIRED TO EXTEND TO STRUCTURE UNLESS IT IS WITHIN 6" OF BOTTOM OF STRUCTURE CONCRETE. SA M E A S WI D T H (4) #5 BARS VARIES #4 BANDS @ 2' OC 4" BASE COURSE 6" MIN 18"Ø OR SMALLER 8" MIN 20"Ø OR LARGER STRUCTURE FLOOR SCALE: NTS CONCRETE APRON C123 - FL O O R SE E D R A W I N G S WALL SEE DRAWINGS FOOTING SEE DRAWINGS 3'-0" SE E N O T E 1 NOTE: 1-= 4" THICK TYPICAL =8" THICK @ DOORWAY OPENINGS EXTENDED 2' ON EACH SIDE OF DOORWAY SLOPE PER GRADING PLAN #4 BAR @ 12" OC EW DRILL & EPOXY #4 DOWEL 24" LONG @ 12" OC EMBED 4" MIN SCALE: NTS FLANGED OR MJ C127 - 4" 2'-0"2'x2' CONCRETE PAD SURROUND WITH DRAINAGE COURSE PROVIDE SS STEM EXTENSION WHEN VALVE BURY DEPTH EXCEEDS 8 FEET VALVE BOX TYLER TY-SPUN ADJUSTABLE W/ 5-1/4" LID SERIES 7100 WITH O-RING (OR EQUAL, EPOXY COATED) 150# GATE VALVE, BURIED SERVICE, EPOXY COATED INTERIOR AND EXTERIOR. BURIED GATE VALVE SCALE: NTS DUAL WATERLINE TRENCH C1001 - 1' - 0 " MI N 4" MI N 2' - 0 " MI N 2' OD + 24" MIN UNDISTURBED SUBGRADE SELECT BEDDING COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT LOCATOR TAPE (METALLIC FOR NON-METALLIC UTILITIES) NATIVE BACKFILL COMPACTED TO 85% OF MAX DRY DENSITY PER GEOTECH REPORT SLOPE LAYBACK PER OSHA REQUIREMENTS TOP SOIL (IF REQUIRED) RESTORE TO ORIGINAL GRADERESTORE TO ORIGINAL GRADE TRENCH IN PAVED AREAS TRENCH IN UNPAVED AREAS SAWCUT EDGE BITUMINOUS SURFACE COURSE TYPE 2 UNTREATED BASE COURSE COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT NATIVE OR IMPORTED BACKFILL COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT SELECT NATIVE OR IMPORTED BEDDING COMPACTED TO 95% MAX DRY DENSITY PER GEOTECH REPORT 2'-0" PIP E PIP E TRACER WIRETRACER WIRE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 91C902 DE T A I L S CI V I L C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - C I V I L D E T A I L S C O M B I N E D . D W G 2/ 2 9 / 2 0 2 4 LS R BD P EE S 02 / 2 3 / 2 0 2 4 0 03/08/2024 SCALE: NTS WINDOW HEADER A101 - 2" GLAZING AS PER SCHEDULE WINDOW AS PER SCHEDULE SEALANT ON EACH SIDE WALL PER PLAN SCALE: NTS WINDOW SILL A102 - ALUMINUM BREAK METAL TO MATCH FRAME WALL PER PLAN ALUMINUM BREAK METAL TO MATCH FRAME GROUT SEALANT ON ALL SIDES 1" WOOD SHIM OF WINDOW AND WALL LC WINDOW FRAME GLAZING AS PER SCHEDULE SCALE: NTS WINDOW JAMB A103 - WALL PER PLAN GLAZING AS PER SCHEDULE OF WINDOW AND WALL LC WINDOW FRAME WOOD SHIM SEALANT ON BOTH SIDES SCALE: NTS DOOR JAMB A105 - WOOD SHIM DOOR FRAME AS PER SCHEDULE CONTINUOUS SEALANT ON BOTH SIDES DOOR AS PER SCHEDULE GROUT FRAME FOR CMU AND CONCRETE WALLS 2" 1/ 4 " EQEQ SCALE: NTS DOOR HEAD A106 - DOOR FRAME AS PER SCHEDULE WOOD SHIM CONTINUOUS SEALANT ON BOTH SIDES EQEQ VA R I E S 1/ 4 " GROUT FRAME FOR CMU AND CONCRETE WALLS DOOR AS PER SCHEDULE SCALE: NTS FIRE EXTINGUISHER A132 - CLASS SIZE TYPE UL CLASSIFICATION ABC PER PLAN DRY CHEMICAL 4A:80B:C CO2 PER PLAN CARBON DIOXIDE 10B:C STRUCTURE ATTACHED WITH APPROVED MOUNTING BRACKET 5' - 0 " MA X H E I G H T 4" MI N C L E A R A N C E FF ELEV WALL MOUNT SCALE: NTS CHLORINE WARNING SIGN A143 - (4) HOLES FOR 1/4" BOLTS. EACH HOLE SHALL HAVE A METAL GROMMET. INDELIBLE BLACK CHARACTERS YELLOW BACKGROUND INDELIBLE BLACK PANEL WITH YELLOW LETTERS NOTE: MATERIAL TO BE SEMI-RIGID BUTYRATE OR APPROVED EQUAL. COLORS AND LETTER SIZES TO BE PER OSHA STANDARDS FOR CAUTION SIGNS. 10 " ± 14"± SCALE: NTS FIRE EXTINGUISHER SIGN A147 - INDELIBLE RED LETTERS ON WHITE ARROW WITH RED BACKGROUND 4" 18 " NOTE: MATERIAL TO BE SEMI-RIGID BUTYRATE OR APPROVED EQUAL. SCALE: NTS EXIT SIGN A150 - WHITE BACKGROUND WITH RED LETTERS 7 1 / 2 " 13 1/2" 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 92A901 DE T A I L S AR C H I T E C T U R A L 0 03 / 0 1 / 2 0 2 4 EE S BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ A R C H I T E C T U R A L D E T A I L S C O M B I N E D . D W G 03/08/2024 SCALE: NTS SURFACE MOUNT ALUMINUM GRATING S114 - 4" MIN 5/8"Ø SS WEDGE ANCHOR BOLTS @ 18" OCALUMINUM SUPPORT ANGLE 2-1/2"x1-1/2"x1/4" GRATING 1/8" GRATING SEAT OR SUPPORT BEARING BAR MECHANICAL CONNECTION PER MANUFACTURERS RECOMMENDATIONS 1-3/16" NOTES: 1-PROVIDE 4 CLIPS PER GRATING PANEL. MAXIMUM CLIP SPACING @ 36" OC. 2-MECHANICAL CONNECTION AND CLIP TO BE STAINLESS STEEL. 3-COAT ALUMINUM IN CONTACT WITH GROUT OR CONCRETE PER SPECIFICATIONS. SCALE: NTS S121 - D EXTRA REINFORCING PIPE PENETRATION REGULAR REINFORCING FULL HEIGHT (V) BARS AT WALL D = 12" OR LESS 2 CORNER BARS-SIZE TO MATCH STEEL D+2'-0" LONG EACH LAYER OF STEEL D = 12" OR MORE 2 CORNER BARS-SIZE TO MATCH STEEL D+4'-0" LONG EACH LAYER OF STEEL SCALE: NTS FLOOR PIPE SLEEVE S127 - NOTE: 1-ALL FLOOR PENETRATIONS FOR HARD PIPING OF EQUIPMENT SHALL HAVE A FLOOR SLEEVE. 1" 1/4" PLATE WALL FLANGE MATERIAL SAME AS SLEEVE PIPE SLEEVE MIN 1/4" THICK STEEL GALVANIZE AFTER FABRICATION FLOOR SLAB 1" 3" TYP POLYURETHANE SEALANT 3/16" SCALE: NTS LINK SEAL S131 - SE E M F R FO R S I Z E POLYURETHANE FOAM WITH POLYURETHANE SEALANT ON INTERIOR FACE IF BELOW WATER SURFACE CORE FOR PIPE PENETRATION LINK SEAL TYPE WALL PENETRATION SEAL ASSEMBLY CAST IN PLACE RING STANDARD WEIGHT GALVANIZED PIPE OR EQUAL POLYURETHANE FOAM ON EXTERIOR FACES (WHERE BURIED) NOTES: 1-PIPE SLEEVE FOR WALL PENETRATION SEAL ASSEMBLY SIZED BY MANUFACTURER. 2-BOLTS SHALL BE STAINLESS STEEL. SCALE: NTS REBAR CLEARANCE S143 - 3" C L R 0" C L R SLAB WALL 2" C L R 1" C L R 6" FLATSTRIP WATERSTOP (WHERE APPLICABLE) SCALE: NTS SINGLE CURTAIN OF REBAR S144 - INTERSECTION CORNER LAP, TYP LAP, TYP VERT BAR ALTERNATE BENDS (1) VERT BAR CORNER BARS SAME SIZE AND SPACING AS HORIZ WALL BARS NOTE: 1-REFER TO REINFORCING LAP SCHEDULE DETAIL FOR LAP LENGTHS. PER PLAN/SECTION PE R PL A N / S E C T I O N 2' - 0 " TY P 2' - 0 " TY P TYP WALL REINF PER PLAN ADDITIONAL (2) #5 EA FACE SCALE: NTS CORNER REINF S149 - 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 93S901 DE T A I L S ST R U C T U R A L 0 03 / 0 1 / 2 0 2 4 EE S BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - S T R U C T U R A L D E T A I L S C O M B I N E D . D W G 03/08/202403/08/2024 BAR SIZE BAR LOCATION NWC 184500 PSI CONCRETE REINFORCING & SPLICE LENGTHS (IN) VERT WALL BARS, FILL ON METAL DECK HORIZ WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE CONCRETE TYPE STRENGTH NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI #3 td ts tdh 14 7 23 #4 td ts tdh 18 6 30 #5 td ts tdh 23 8 35 #6 td ts tdh 27 9 52 #7 td ts tdh 40 11 59 #8 td ts tdh 45 13 #9 td tdh 51 14 #10 td tdh 56 16 1814 7 2318 6 3023 8 3527 9 5240 11 5945 13 51 14 56 16 1814 7 2318 6 3023 11 3527 13 5240 16 5945 18 51 20 56 22 1612 7 1612 6 1814 8 2217 9 3124 11 3527 13 31 14 34 16 2318 7 3124 9 3930 11 4635 13 6651 16 7759 18 66 20 73 22 1612 7 1612 6 1814 8 2217 9 3527 11 4434 13 44 14 56 16 NOTES: 1- MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICE SHOWN. SEE STRUCTURAL NOTES FOR MINIMUM COUPLER CAPACITY. WHERE MECHANICAL COUPLERS ARE USED. STAGGER ADJACENT SPLICES A MINIMUM OF 24" AS INDICATED ABOVE. 2- DEVELOPMENT LENGTHS SHALL BE INCREASED BY 50% FOR STRAIGHT BAR DEVELOPMENT AND 20% FOR HOOKED BARS WHERE EPOXY COATING US USED. 3- WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP SPLICE LENGTH OF LARGER BARS UNO. 4- SPLICE #9 AND LARGER BARS USING MECHANICAL COUPLERS. SCALE: NTS REINFORCING LAP SCHEDULE S151 - ts LAP SPLICE LENGTH td DEVELOPMENT LENGTH FACE OF JOINT OR CRITICAL SECTION tdh HOOK DEVELOPMENT LENGTH FACE OF JOINT OR CRITICAL SECTION 2'-0" CLEAR COUPLER OR WELDED SPLICEREBAR LAP SPLICE SCHEDULE SUSPENDED SLAB OR SLAB ON GRADE 4" M I N O R AS R E Q ' D 2" C L R #4 @ 12" OC EW ROUGHENED JOINT 3/4" CHAMFER EDGE (TYP) SIZE PER PLANS DRILL AND EPOXY #4 @ 12" OC 1" CL R 4" 3" C L R SL A B O N G R A D E NOTES: 1-CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR. 2-EQUIPMENT ANCHORAGE EMBEDMENT IS UNIQUE TO EACH PIECE OF EQUIPMENT AND ARE NOT SHOWN. IF EMBEDMENT IS LESS THAN THE HEIGHT OF THE PAD, THE EMBEDMENT LENGTH CAN BE MEASURED FROM TOP OF PAD. OTHERWISE, EMBEDMENT LENGTH SHALL BE MEASURED FROM TOP OF FLOOR SLAB. 3-EQUIPMENT ANCHORAGE DESIGN SHALL BE PERFORMED BY MANUFACTURER PRE SEISMIC AND WIND PROVISIONS OF THE LATEST VERSION OF THE CURRENT BUILDING CODE ENFORCED. SCALE: NTS EQUIPMENT PAD S161 - EQ U A L PIPE SIZE VARIES (SEE PLAN) #5 TIES @ 12' OC (8)#5 REINF EQUALLY SPACED AROUND ENCASED PIPE. (USE #6 BARS FOR 48"Ø OR LARGER) NOTE 1 COMPACTED STRUCTURAL FILL (T) 6" MIN 18"Ø PIPE AND SMALLER 3" CLR (TYP) 4" SLAB REINF (SEE PLAN) EXTEND VERTICAL REINFORCEMENT (BEND AND LAP PER STANDARD DETAILS) COMPACTED STRUCTURAL FILLEND ENCASEMENT UNLESS OTHERWISE NOTED IN PLAN HORIZ REINF AROUND PIPE PENETRATION PER DETAIL S121 BEND AND LAP PER STANDARD DETAILS TYPICAL PIPE ENCASEMENT REINFORCEMENT ELEVATION (2) #5 HORIZ (BENT) ON 4 SIDES OF PIPE 12"12" 3" CLR (TYP) 2" CLR PIPE ENCASED IN CONCRETE (SEE PLAN FOR SIZE) SE E P L A N TO CONC SLAB LA P L E N G T H SE E G E N E R A L S T R U C T U R A L N O T E S T TYP EA SIDE T PI P E O D TY P E A F A C E REINF TOP AND BOT, SEE TABLE, SEE NOTE FOR T = 8" REINF TYP EACH SIDE, SEE TABLE #4 AT 12" OC LONGITUDINAL, TYP ALL AROUND REINF TOP AND BOT, SEE TABLE OPTIONAL CONSTRUCTION JOINT 2" C L R TY P T O P A N D S I D E S 1 1 / 2 " C L R TY P 2" T 3" CL R BOTTOM OF SLAB, SEE NOTE 5 PIPE ENCASEMENT TABLE PIPE DIA (in) H = 10 FEET H = 20 FEET H = 30 FEET H = 40 FEET T (in)REINF T (in)REINF T (in)REINF T (in)REINF 20 THRU 30 8 #5 AT 12"10 #5 AT 12"10 #5 AT 12"10 #6 AT 12" 36 THRU 42 10 #5 AT 12"10 #6 AT 12"10 #7 AT 12"10 #6 AT 6" 48 THRU 54 10 #6 AT 12"10 #7 AT 12"10 #7 AT 6"12 #7 AT 6" 60 10 #6 AT 12"10 #7 AT 8"14 #7 AT 6"14 #7 AT 6" UP TO 90 12 #7 AT 12"14 #8 AT 12"18 #8 AT 12"24 #8 AT 12" HYDROPHILIC WATERSTOP CONT ALL AROUND IN CONSTRUCTION JOINTS NTS CONCRETE ENCASEMENT OF PIPE NOTE: 1 -WHEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE THICKEN SLAB OVER ENCASEMENT TO BEAR DIRECTLY ON ENCASEMENT. NOTES: 1.THIS DETAIL APPLIES TO PIPE DIAMETER OF 20" AND LARGER. FOR SMALLER THAN 20" SEE DETAIL S150. 2.FOR T = 8" REINFORCING SHALL BE ONE LAYER AND CENTERED IN SLABS OR WALLS. 3.FOR ENCASEMENT AT PIPE RISER SEE S150, SIMILAR. 4."H" IS FILL HEIGHT OR WATER DEPTH OR COMBINATION ABOVE PIPE. 5.WHEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB AND ENCASEMENT TOGETHER. 4 5 ° ' 20" Ø PIPE AND LARGER 18" Ø PIPE AND SMALLER S150 - 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 93S902 DE T A I L S ST R U C T U R A L 0 03 / 0 1 / 2 0 2 4 EE S BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - S T R U C T U R A L D E T A I L S C O M B I N E D . D W G 03/08/2024 SCALE: NTS FLOOR DRAIN M103 - SLOPE FLOOR AS NOTED ON STRUCTURAL DRAIN PLAN FINISH FLOOR FLOOR DRAIN ( SEE SPECIFICATIONS FOR FLOOR DRAIN REQUIREMENTS) FLASHING CLAMP W/ 27" Ø x 4 LB SHEET LEAD FLASHING, WHERE SLAB IS NOT ON GRADE SEE PLANS AND SPECIFICATIONS FOR CONNECTING PIPE SIZE NOTE: CONTRACTOR SHALL PROVIDE ALL REQUIRED PIPE FITTINGS TO CONNECT FLOOR DRAIN TO DRAIN PIPE SCALE: NTS COMBINATION AIR/VACUUM VALVE M106 - AIR VENT SAME SIZE AS AIR VALVE HARD PIPE TO NEAREST DRAIN AND COVER VENT WITH NO 14 SS SCREEN (TYP) COMBINATION AIR/VACUUM RELIEF VALVE SIZE NOTED ON DRAWINGS SS BALL VALVE SIZE TO MATCH AIR VALVE SS NIPPLES SAME SIZE AS VALVE SIZE DRILL & TAP OR USE SADDLE TAP SS FITTINGS SAME SIZE AS VALVE SCALE: NTS ADJUSTABLE PIPE SUPPORT M132 - 13 1/2 11 11 *SEE MFR. 18 36 32 30 24 20 16 14 12 8 10 6 6 3 1/2 6 6 6 6 6 4 4 4 4 3 1/2 3 4 4 3 3 3 3 3 *2 1/2 9 *2 1/2 *2 1/2 *2 1/2 9 9 9 2421 1/4 32 5/8 30 5/8 29 5/8 26 1/2 23 1/4 34 3/4 32 3/4 25 1/2 28 1/1 31 1/2 19 7/8 18 7/8 15 5/8 13 5/8 14 5/8 11 5/8 20 3/4 19 3/4 22 1/4 15 1/4 18 1/4 16 1/2 ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSIONS IN INCHES PIPE DIA 2 1/2 4 3 1/2 3 2 1/2 3 2 1/2 2 1/2 'A' 91 1/2 *2 1/2 1 1/2 1 1/2 9 9 9 'B''C' 8 10 1/4 8 1/2 8 1/4 MINIMUM 'D' 11 1/2 11 3/4 14 12 MAXIMUM 'D' 13 1/2 13 1/2 13 1/2 13 1/2 13 1/2 'D ' 'B' 'A' 'C'1" MI N 3" MI N DRY PACK 150 LB THREADED REDUCING FLANGE GALVANIZED 'D ' 'B' 'A' 'C' ADJUSTABLE PIPE SUPPORT GRINNELL FIG 264, ELCEN FIG 50, OR EQ 'U' BOLT PIPE SUPPORT GRINNEL FIG 259, ELCEN FIG 49, OR EQ SS ANCHOR BOLT OR SELF-DRILLING CONCRETE SS ANCHOR W/STUD AND (2) NUTS EA, SIZE TO SUIT FLANGE (TYP OF 4 @ 90°) 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 94M901 DE T A I L S ME C H A N I C A L 0 03 / 0 1 / 2 0 2 4 EE S BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - M E C H A N I C A L D E T A I L S C O M B I N E D . D W G 03/08/2024 SCALE: NTS ROOF EXHAUST FAN H104 - ELECTRICAL CONDUIT GUIDE WOOD NAILING STRIP BIRDSCREEN (1/2" MESH) PREFAB INSULATED ROOF CURB SEE NOTE 2 RIGID CONDUIT FOR ELECTRICAL WIRING GRAVITY OR MOTORIZED BACKDRAFT DAMPER PER DRAWINGS AND SPECS DUCT TRANSITION DUCT TO FULL SIZE OF DAMPER ROOF SEE NOTE 2 SEE NOTE 1 CURB CAP MOTOR HOUSING (SIMILAR INSTALLATION FOR SLOPED ROOFS, EXCEPT ROOF CURB MATCHES SLOPE SO FAN REMAINS LEVEL) NOTES: 1-SECURE CURB CAP TO WOOD NAILING STRIP WITH 3/8" GALVANIZED LAG BOLTS NOT OVER 12" ON CENTER APART. COUNTER FLASH AND SEAL COMPLETELY WITH SILICONE. 2-SECURE ROOF CURB, DUCT WORK AND DAMPER TO ROOF WITH GALVANIZED FASTENERS. FLASH AND COUNTER FLASH. 3-SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED WITH EXHAUST FAN. 4-RUN ELECTRICAL LINES THROUGH CLEARANCE HOLE PROVIDED IN BACKDRAFT DAMPER, THEN THRU ELECTRICAL CONDUIT GUIDE. SCALE: NTS FAN W/DAMPER H105 - EXHAUST FAN GALV STEEL SLEEVE ALL AROUND ANCHOR TO WALL MOTOR OPERATED ALUMINUM DAMPER WALL SECURELY ANCHORED TO WALL WITH CENTERLINE 4' BELOW ROOF LINE (UNO) SEAL AT WALL SCALE: NTS LOUVER W/ DAMPER H108 - SEAL WATERTIGHT ALL AROUND EXTRUDED ALUMINUM LOUVER MILL FINISH 1/4" SS MESH GALV STEEL SLEEVE ALL AROUND ANCHOR TO WALL WALL ALUMINUM DAMPER W/ACTUATOR LOUVER FRAME SCALE: NTS RECTANGULAR DUCT H109 - BOTH SIDES TRANSITION 15° MAX SINGLE SIDE TRANSITION 30° MAX TURNING VANES SHALL BE A TRUE AIR FOIL DESIGN W/ ROUNDED ENTRY AND 1" EXTENDED TRAILING EDGE W RADIUS = 1/2 W SQUARE ELBOW RADIUS ELBOW NOTE: ALL SUPPLY, RETURN, AND EXHAUST DUCTS SHALL HAVE TURNING VANES IN SQUARE ELBOWS UNLESS NOTED OTHERWISE. SCALE: NTS RECTANGULAR BRANCH DUCT H112 - A B C 45° DUCT TRANSITION TO SMALLER DUCT NOTED ON PLANS RECTANGULAR DUCT SEE DRAWINGS FOR SIZES RECTANGULAR DUCT RUNOUT TO DIFFUSER(S) SEE DRAWINGS FOR SIZING BALANCING DAMPER W/ LOCKING QUADRANT(S) BLADE(S) MUST BE CLEAR LINER OR DUCT APPROX 1/4" ON ALL SIDES NOTE: AREA OF AxC SHALL BE EQUAL TO 1.5 x AREA OF AxB MINIMUM AREA OF AxB SHALL EQUAL CROSS SECTION AREA OF BRANCH DUCT. EXHAUST AND RETURN DUCTS SIMILAR EXCEPT AIR FLOW ARROWS WOULD BE REVERSED. 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010 PHONE (801) 299-1327 FAX (801) 299-0153 95H901 DE T A I L S HV A C 0 03 / 0 1 / 2 0 2 4 MM M BD P NE G 2/ 2 9 / 2 0 2 4 C: \ U S E R S \ K E N N E T H . B A E T Z \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \ 0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F I L E S \ 9 9 0 D E T A I L S \ 1 - H V A C D E T A I L S C O M B I N E D . D W G 03/08/2024 P&ID ABBREVIATIONSISA INSTRUMENT IDENTIFICATION TABLE ACCESS CONTROL SYSTEMS COLLECTIONS SYSTEM FIRE SYSTEMS HVAC SYSTEMS POWER SYSTEMS A C F H P EQUIPMENT TAG LOOP NUMBER CRITERIA INSTRUMENT/SCADA TAG (2) AUXILIARY PROCESS LETTERS (1) DEVICE IDENTIFIERS HV-2001A LSL1001A A1001 AUXILIARY PROCESS LETTER (OPTIONAL) (2) LOOP NUMBER (SEQUENTIAL) ISA IDENTIFIER LOOP NUMBER LETTER FOR MULTIPLE INSTRUMENTS BELONGING TO THE SAME CONTROL LOOP DEVICE IDENTIFIER (1) LOOP NUMBER DEVICE LETTER (SEQUENTIAL AS NEEDED) NOTE: REFER TO ISA INSTRUMENT IDENTIFICATION TABLE FOR DEFINITION OF LETTERS AAA INSIDE THE BUBBLES. BBB REPRESENTS LOOP ID (IF USED). SEE ABBREVIATIONS LIST FOR SUPERSCRIPT CCC. PANEL DEVICE FIELD DEVICE PILOT LIGHT X= LENS COLOR, R=RED, G=GREEN, A=AMBER B=BLUE PULSE INPUT ANALOG INPUT DISCRETE INPUT PULSE OUTPUT ANALOG OUTPUT DISCRETE OUTPUT PLC I/O TERMINAL SCADA FUNCTION DEVICE MOUNTED IN SUBPANEL TAG NUMBERS AND ADDITIONAL DESIGNATIONS P&ID INTERFACE SYMBOLS INPUT/OUTPUT SYMBOLS ADDITIONAL IDENTIFICATION SEE ABBREVIATIONS AND HAND SWITCH DESIGNATIONS LOOP DESIGNATION NUMBER SUCCEEDING LETTER(S) PRECEDING LETTER(S) HAND SWITCH DESIGNATIONS ES FOR FR HOA HOR HORA IOE JOA LOAR LOR LR MA MOA MOR OC OCA OCR OO OOA OOC OOR OSC POT ROO RST SS EMERGENCY STOP FORWARD-OFF-REVERSE FORWARD-REVERSE HAND-OFF-AUTO HAND-OFF-REMOTE HAND-OFF-REMOTE-AUTO INTERNAL-OFF-EXTERNAL JOG-OFF-AUTO LOWER-OFF-AUTO-RAISE LOCAL-OFF-REMOTE LOCAL-REMOTE MANUAL-AUTO MANUAL-OFF-AUTO MOMENTARY-OFF-RUN OPEN-CLOSE OPEN-CLOSE-AUTO OPEN-CLOSE-REMOTE ON-OFF ON-OFF-AUTO ON-OFF-CLOSE ON-OFF-REMOTE OPEN-STOP-CLOSE POTENTIOMETER RESET-OFF-ON RESET PUSHBUTTON START-STOP 1. 2. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. SYMBOLS AND NOMENCLATURE ARE BASED ON ISA STANDARD S-5.1. SEE ASSOCIATED ELECTRICAL SYMBOL SHEETS FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS. GENERAL NOTESPROCESS IDENTIFIERS PROCESS/SIGNAL LINE TO/FROM A PRECEDING SHEET TO (LOCATION) DESTINATION SHEET NUMBER LINE NUMBER CORRESPONDING TO DESTINATION SHEET LINE NUMBER CONTINUATION P&ID LINETYPES INTERNAL SYSTEM SIGNAL LINK (SOFTWARE OR DATA LINK) EXISTING/FUTURE PIPING AND EQUIPMENT PNEUMATIC SIGNAL HYDRAULIC SIGNAL ELECTRICAL SIGNAL L L L ////// VENDOR SUPPLIED CHANNEL LOOP DIVIDER PROCESS PIPING SUBPROCESS PIPING EQUIPMENT BREAK IN SIGNAL/PROCESS CONTINUATION OF SIGNAL/PROCESS TO I1XX FROM I1XX SHEET NUMBERS USED WHEN SIGNAL/PROCESS IS CONTINUED ON A PREVIOUS OR FUTURE PAGE. I1XXLX LINE 1 LINE 2 I1XXLX LINE 1 LINE 2 FROM (LOCATION) PREVIOUS SHEET NUMBER LINE NUMBER CORRESPONDING TO PREVIOUS SHEET LINE NUMBER AAA BBB CCC AAA BBB CCC AAA BBB CCC AAA BBB CCC AAA BBB CCC AAA BBB AAA BBB A AIR AS BD BS C CD CL CLS CLV CSL CV DN DSL DW EE EV EWR EWS EX FA FE FM FOR FOS FS FSP FW G H HR HS HW HWR HWS HY IA LO LSP ML NG NPW OF PA PD PEA PEC PEF PEN PI PW RAS RSL RW RWL S SA SB SD SDR SE SF SG SN SPD SS ST SU SUC TSL UW WAS WLO WW AERATION COMPRESSED AIR AIR SUPPLY BOTTOM DRAIN BENDED SLUDGE CONDENSATE CHEMICAL DRAIN AND VENT CHLORINE (GAS OR LIQUID STATE) CHLORINE SOLUTION CHLORINE GAS UNDER VACUUM CIRCULATED SLUDGE CHLORINATOR VENT AND DETECTION LINE DECANT DIGESTED SLUDGE DEMINERALIZED WATER ENGINE EXHAUST EVAPORATIVE COOLING ENGINE COOLING WATER RETURN ENGINE COOLING WATER SUPPLY AIR EXHAUST FOUL AIR FINAL EFFLUENT FORCE MAIN FUEL RETURN FUEL SUPPLY FROTH SPRAY FIRE PROTECTION SPRINKLER SYSTEM FINISHED WATER GRIT HYPOCHLORITE HEATING WATER RETURN HEATING WATER SUPPLY HOT WATER HOT WATER RETURN HOT WATER SUPPLY HYDRAULIC INSTRUMENT AIR LUBE OIL LANDSCAPING SPRINKLER SYSTEM MIXED LIQUOR NOT USED NATURAL GAS NON-POTABLE WATER OVERFLOW PLANT AIR PLANT DRAIN POLYMER-ANIONIC POLYMER-CATIONIC PRIMARY EFFLUENT POLYMER-NONIONIC PLANT INFLUENT POTABLE WATER RETURN ACTIVATED SLUDGE RAW SLUDGE RAW WATER RAINWATER LEADER SCUM SAMPLE LINE (SEE LIST AT RIGHT) SODIUM BISULFITE SANITARY DRAIN AND VENT STORM DRAIN SECONDARY EFFLUENT SLUDGE FILTRATE SLUDGE GAS SUBNATANT SUMP PUMP DISCHARGE SANITARY SEWER STEAM STRUCTURE UNDERDRAIN STRUCTURE UNDERDRAIN COLLECTOR THICKENED SLUDGE UTILITY WATER WASTE ACTIVATED SLUDGE WASTE LUBE OIL WASTEWATER AI AO ARV AS BWL CL2 CV DCS DI DO DP DWG ETM ETMf ETMs ES FA FC FE FVNR FVR GA GCP GND GPD GPH GPM H2S HMI IO ISB LAN LCP M MA MCC MFR(S) MGD MGL MLR MO MOD MTU NTU OIT OL PER PLC PNL POS POT PPM PR PSI PV RF RIO RST RTU RVSS SB SD SLC SO2 SP SPD SV T/M TSS TWL UG VFD VTP ANALOG INPUT ANALOG OUTPUT AIR RELIEF VALVE AIR SUPPLY BOTTOM WATER LEVEL CHLORINE CONTROL VALVE/CONTROL VARIABLE DISTRIBUTED CONTROL SYSTEM DISCRETE INPUT DISSOLVED OXYGEN DIFFERENTIAL PRESSURE DRAWING ELAPSED TIME METER ELAPSED TIME METER (FAST SPEED) ELAPSED TIME METER (SLOW SPEED) EMERGENCY STOP FOUL AIR FAIL CLOSED FLOW ELEMENT FULL VOLTAGE NON-REVERSING FULL VOLTAGE REVERSING GALLONS GENERATOR CONTROL PANEL GROUND GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE HYDROGEN SULFIDE HUMAN MACHINE INTERFACE INPUT/OUTPUT INTRINSICALLY SAFE BARRIER LOCAL AREA NETWORK LOCAL CONTROL PANEL MOTOR MILLIAMP MOTOR CONTROL CENTER MANUFACTURER(S) MILLION GALLONS PER DAY MILLIGRAMS PER LITER MIXED LIQUOR RETURN MOISTURE MODULATING MASTER TELEMETRY UNIT TURBIDITY OPERATOR INTERFACE TERMINAL OVERLOAD PERMISSIVE PROGRAMMABLE LOGIC CONTROLLER PANEL POSITION POTENTIOMETER PARTS PER MILLION PAIR POUNDS PER SQUARE INCH PROCESS VARIABLE RADIO FREQUENCY REMOTE INPUT OUTPUT RESET REMOTE TELEMETRY UNIT REVERSE VOLTAGE SOFT START SLUDGE BLANKET SMOKE DETECTOR SINGLE LOOP CONTROLLER SULFUR DIOXIDE SET POINT/SPARE SPEED SOLENOID OPERATED VALVE TEMPERATURE AND/OR MOISTURE TOTAL SUSPENDED SOLIDS TOP WATER LEVEL UNDERGROUND VARIABLE FREQUENCY DRIVE VERTICAL TURBINE PUMP EMERGENCY ALARM PRIMARY ELEMENT INDICATE DEVICE LIGHT ORIFICE, RESTRICTION MULTIFUNCTION UNCLASSIFIED RECORD, OR PRINT POINT CONNECTION READOUT OR PASSIVE GLASS, VIEWING MOISTURE G GAUGE UNCLASSIFIED EVENT, STATE, OR VIBRATION, MECHANICAL MULTIVARIABLE Z POSITION, DIMENSION W X Y U V WEIGHT, FORCE PRESENCE Z-AXIS X-AXIS Y-AXIS WELL CURRENT (ELECTRICAL) TIME, TIME SCHEDULE TEMPERATURE SPEED, FREQUENCY Q T S R P O QUANTITY RADIATION USER'S CHOICE PRESSURE, VACUUM K L M N H I J LEVEL MOTOR VIDEO HAND POWER TOTALIZE SAFETY INTEGRATE, MOMENTARY TIME RATE OF CHANGE SCAN SPECIFIC GRAVITY PRECEEDING LETTERS CONDUCTIVITY BURNER, COMBUSTION MEASURED OR INITIATING F E A C D B FLOW RATE VOLTAGE DENSITY OR ANALYSIS VARIABLE RATIO DIFFERENTIAL MODIFIER RELAY, COMPUTE, FINAL CONTROL DRIVER, ACTUATOR, ELEMENT UNCLASSIFIED CONVERT MULTIFUNCTION VALVE, LOUVER UNCLASSIFIED MULTIFUNCTION CONTROL STATION SWITCH TRANSMIT STOP OPEN LOW MIDDLE NORMAL HIGH OUTPUT FUNCTION SUCCEEDING LETTERS USER'S CHOICE CONTROL FUNCTION USER'S CHOICE MODIFIER ANALYSIS USER'S CHOICE USER'S CHOICE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T I001 LE G E N D IN S T R U M E N T A T I O N - G E N E R A L C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 8 I N S T R U M E N T A T I O N \ 9 9 8 - I 0 0 1 L E G E N D . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 CNV CONVEYANCE EQUIPMENT CV CHECK VALVE FV AUTOMATIC VALVE (ACTUATED VALVE) G GATE H HVAC/ODOR HV HAND VALVE M METERING ME CHEMICAL/MECHANICAL EQUIPMENT MFV MULTIFUNCTION VALVE P PUMP SPV SAMPLE VALVE SV SOLENOID VALVE 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T I002 SY M B O L S IN S T R U M E N T A T I O N - G E N E R A L C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 8 I N S T R U M E N T A T I O N \ 9 9 8 - I 0 0 2 S Y M B O L S . D W G 7/ 1 1 / 2 0 2 3 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 DRAIN BLIND FLANGE CAPPED OR PLUGGED END QUICK CONNECT/ DISCONNECT ECCENTRIC PLUG VALVE PINCH VALVE BUTTERFLY VALVE BALL VALVE BACK PRESSURE RELIEF VALVE DIAPHRAGM VALVE BALANCING VALVE PRESSURE RELIEF VALVE GATE VALVE MIX VALVE NEEDLE VALVE GLOBE VALVE 3 WAY VALVE 4 WAY VALVE SLEEVE VALVE CHECK VALVE LUBRICATED PLUG VALVE ANGLE VALVE KNIFE VALVE PRESSURE REDUCING VALVE VALVES HVAC CENTRIFUGAL PUMP MECHANICAL DIAPHRAGM PUMP METERING PUMP PERISTALTIC PUMP ROTARY LOBE PUMP SUBMERSIBLE PUMP VERTICAL TURBINE PUMP PROGRESSIVE CAVITY PUMP GATES SLIDE GATE STOP GATE SLUICE GATE ACTUATOR: H=HYDRAULIC, M=MOTOR, P=PNEUMATIC, S=SOLENOID MANUAL X ACTUATORS PIPING PNEUMATIC DIAPHRAGM WITH POSITIONER PNEUMATIC DIAPHRAGM Y-STRAINER REDUCER MISCELLANEOUS MAGNETIC FLOW ELEMENT MASS FLOW ELEMENT ANNUBAR (INSERTION) PROPELLER FLOW ELEMENT (INSERTION) MASS FLOW ELEMENT ANNUBAR (SPOOL) PROPELLER FLOW ELEMENT (SPOOL) FLOW ELEMENTS AIR COMPRESSOR AIR FILTER DAMPER HEAT EXCHANGER GUIDE VANES LOUVER WITH HOOD SILENCER UNIT HEATER FILTER PUMPS ULTRASONIC FLOW ELEMENT (INSERTION) ULTRASONIC FLOW ELEMENT (SPOOL) THERMAL MASS FLOW ELEMENT (INSERTION) THERMAL MASS FLOW ELEMENT (SPOOL) ROTAMETER MUD VALVE FLEXIBLE CONNECTOR MIXED FLOW PUMP VACUUM VALVE M M M M M M M M M TELESCOPING VALVE FLAPPER GATE M FE - FE - FE - FE -PITOT TUBE FE - FE - FE - FE - FE - FE - FE - FLOAT SWITCH DO SENSOR DO ANALYZER ORP SENSOR ANALYZER ELEMENT ORP ANALYZER PRIMARY ELEMENT SYMBOLS pH SENSOR pH ANALYZER ULTRASONIC LEVEL TRANSDUCER AE AIT DO AE DO LS - AIT ORP AE ORP AIT pH AE pH LE RADAR LEVEL TRANSDUCER LE SC A D A PL C EL E C T R I C A L E Q U I P M E N T FI E L D COTTONWOOD WELL PUMP: P-10011 WELL WATER CONTROL VALVE 1, 2: FV-10012, FV-10021 WELL WATER DRAIN VALVE 1, 2: FV-10051, FV-10052 SPRING WELL DRAIN VALVE: FV-10053 WELL WATER TO CHLORINE PUMP: P-10063 SPRING CONTROL VALVE: FV-10111 SPRING DRAIN VALVE: FV-10141 SPRING WELL CONTROL VALVE: FV-10151 LOOPS: 10001, 10011, 10012, 10013, 10021, 10052, 10061, 10063, 10111, 10141, 10151 TO EXISTING COTTONWOOD TANK L1 I102 P&ID 1 M 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T M FV-10012 HV - 1 0 0 1 1 B 12" LSH 10001 LSL 10001 LSLL 10001 M 12" 12" MFV-10011 P-10011 COTTONWOOD WELL TO DRAIN 12" P-10063 ME-10065 ME-10064 RETRACTABLE CHEMICAL INJECTION QUILL ME-10062 FV-10052 24VDC CO T T O N W O O D W E L L LE V E L AL A R M H I G H LAH 10001 LAH 10001 CO T T O N W O O D W E L L LE V E L AL A R M L O W LAL 10001 LAL 10001 CO T T O N W O O D W E L L LE V E L AL A R M L O W L O W LALL 10001 LALL 10001 WE L L P U M P FL O W FI 10012 FI 10012 WE L L P U M P FL O W T O T A L FQI 10012 FQI 10012 120VAC 120VAC WE L L W A T E R T O CH L O R I N E P U M P AU T O ZI 10063 ZI 10063 480VAC HS 10063 HOA KQI 10063 FVNR-P-10063 WE L L W A T E R T O CH L O R I N E P U M P RU N N I N G YI 10063 YI 10063 WE L L W A T E R T O CH L O R I N E P U M P FA I L YA 10063 YA 10063 WE L L W A T E R T O CH L O R I N E P U M P ST A R T C O M M A N D YC 10063 YC 10063 YL G RUN YA A FAIL HS 10063 RST VFD-P-10011 HS 10011 RST KQI 10011 YL G RUN YA R FAIL WE L L P U M P RU N YI 10011 YI 10011 WE L L P U M P FA I L YA 10011 YA 10011 WE L L P U M P ST A R T C O M M A N D YC 10011 YC 10011 WE L L P U M P RE M O T E ZI 10011 ZI 10011 HS 10011 HOR SK 10011 POT WE L L P U M P SP E E D SI 10011 SI 10011 WE L L P U M P SP E E D C O N T R O L SC 10011 SC 10011 480VAC ANTI SIPHON INJECTOR M FE 10012 M-10012 WE L L P U M P PR E S S U R E PI 10013 PI 10013 M FE 10061 M-10061 I101 P& I D 1 IN S T R U M E N T A T I O N - P & I D C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 8 I N S T R U M E N T A T I O N \ 9 9 8 - I 1 0 1 P & I D 1 . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 HV-10011A M 12" X" X"12"X" 120VAC WE L L W A T E R CO N T R O L V A L V E CL O S E ZIC 10012 ZIC 10012 WE L L W A T E R CO N T R O L V A L V E OP E N C O M M A N D ZCO 10012 ZCO 10012 WE L L W A T E R CO N T R O L V A L V E OP E N ZIO 10012 ZIO 10012 WE L L W A T E R CO N T R O L V A L V E AU T O ZI 10012 ZI 10012 WE L L W A T E R CO N T R O L V A L V E CL O S E C O M M A N D ZCC 10012 ZCC 10012 120VAC FIT 10012PIT 10013 FIT 10061 PI 10063 PI 10064 HS 10052A LR HS 10052B OSC ZSO 10052 ZSC 10052 HS 10012A LR HS 10012B OSC ZSO 10012 ZSC 10012 12" HV-10011 HV-10061 HV-10011A 12" HV-10021A HV-10021 120VAC M FE 10021 M-10021 FIT 10021 FROM SPRING WELL 8" HV-10151A HV-10151 120VAC M FE 10151 M-10151 FIT 10151 M FV-10051 120VAC HS 10051A LR HS 10051B OSC ZSO 10051 ZSC 10051 TO DRAIN FV-10053 M 12" 120VAC HS 10053A LR HS 10053B OSC ZSO 10053 ZSC 10053 8" 8"12" TYPICAL OF 8 VALVES TYPICAL OF 5 FIT'S HV-10064 12" 120VAC HS 10021A LR HS 10021B OSC ZSO 10021 ZSC 1002112" 12"8" 8" 120VAC HS 10151A LR HS 10151B OSC ZSO 10151 ZSC 10151 FROM CHLORINE GAS CYLINDERS L2 I102 FROM SPRING 8" HV-10111A HV-10111 120VAC M FE 10111 M-10111 FIT 10111 8" 120VAC HS 10111A LR HS 10111B OSC ZSO 10111 ZSC 10111 8" TO DRAIN FV-10141M 120VAC HS 10141A LR HS 10141B OSC ZSO 10141 ZSC 10141 FV-10021 M FV-10151 M FV-10111 M HV-10021B MFV-10021 HV-10101 MFV-10101 SC A D A PL C EL E C T R I C A L E Q U I P M E N T FI E L D EXISTING COTTONWOOD TANK LOOPS: 10121, 10122 P&ID 2 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T LE 10121 EXISTING COTTONWOOD TANK LSH 10122 LSHH 10122 LSL 10122 CO T T O N W O O D T A N K LE V E L LI 10121 LI 10121 LIT 10121 120VAC CO T T O N W O O D T A N K LE V E L AL A R M L O W LAL 10122 LAL 10122 CO T T O N W O O D T A N K LE V E L AL A R M H I G H LAH 10122 LAH 10122 CO T T O N W O O D T A N K LE V E L A L A R M H I G H H I G H LAHH 10122 LAHH 10122 I102 P& I D 2 IN S T R U M E N T A T I O N - P & I D C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 8 I N S T R U M E N T A T I O N \ 9 9 8 - I 1 0 2 P & I D 2 . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 FROM COTTONWOOD WELL L1 I101 14" CHLORINE GAS CYLINDERS // //// // ME-10071 FEEDER WE 10071 WE 10072 WIT 10072120VAC WIT 10071 120VAC CH L O R I N E G A S CY L I N D E R 2 WE I G H T WI 10072 WI 10072 CH L O R I N E G A S CY L I N D E R 1 WE I G H T WI 10071 WI 10071 ME-10072 HV-10073 X" X" X" ////////////////// TO WELL WATER INJECTION POINT L2 I101 CHLORINE GAS CYLINDERS LOOPS: 10071, 10072 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. 10. 14. THE COMPLETED INSTALLATION SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. ALL WORK SHALL BE COMPLETED IN A NEAT, WORKMANLIKE MANNER IN ACCORDANCE WITH THE LATEST NEC STANDARDS OF INSTALLATION UNDER COMPETENT SUPERVISION. INSTALL GROUNDING PER NEC. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND OTHER FACTORS, WHICH MAY AFFECT THE EXECUTION OF THE WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL. THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITIES PROVIDING SERVICES ON THIS PROJECT, AND SHALL COMPLY WITH ALL THEIR INSTALLATION REQUIREMENTS. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UL, OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURERS' NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS, AND BID PRICE. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS, OR ANY OTHER PREVENTABLE CAUSES. EQUIPMENT DAMAGED DURING SHIPPING OR CONSTRUCTION, PRIOR TO ACCEPTANCE BY THE ENGINEER OR THE OWNER, WILL BE REJECTED AS DEFECTIVE. LEAVE THE SITE CLEAN. REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. DAMAGED PAINT AND FINISHES SHALL BE TOUCHED UP OR REPAINTED WITH MATCHING COLOR PAINT AND FINISH. CIRCUIT CONDUCTORS #6 AWG OR SMALLER SHALL BE THWN STRANDED COPPER. #4 AWG THROUGH #2 AWG SHALL BE XHHW STRANDED COPPER. #1 AWG OR LARGER SHALL BE XHHW-2 STRANDED COPPER. MINIMUM POWER CONDUCTOR SIZE SHALL BE #12 AWG WITH #12 AWG GROUND. ALL WIRE TO BE SIZED PER NEC TABLE 316-10, 75° C BASED ON A 30° C AMBIENT. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM CONDUIT DEPTH SHALL BE 24 INCHES. MINIMUM UNDERGROUND CONDUIT SIZE SHALL BE 1 INCH. MINIMUM CONDUIT DEPTH UNDER SLAB SHALL BE 1 INCH. CONDUITS SHALL BE MARKED AT EACH END WITH MATCHING NUMBERED BRASS OR NYLON TAGS. SPARE CONDUITS SHALL HAVE A PULL STRING INSTALLED AND SECURED. EXPOSED CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRS). MINIMUM SIZE 3/4 INCH, UNLESS OTHERWISE NOTED ON THE PLANS. SAFETY SWITCHES, ELECTRICAL DISTRIBUTION EQUIPMENT, CONTROL PANELS, AND OTHER ELECTRICAL DEVICES SHALL BE UL LISTED, AND RATED FOR HEAVY DUTY SERVICE. WIRING DEVICES SHALL BE SPECIFICATION GRADE. THE CONTRACTOR IS RESPONSIBLE FOR MANAGING, SCHEDULING, DOCUMENTING, AND PERFORMING THE WORK SO THAT A COMPLETE ELECTRICAL, INSTRUMENTATION AND CONTROL SYSTEM FOR THE FACILITY IS PROVIDED. ACCURATE SHOP AND RECORD DRAWINGS, AND OEM MANUALS SHALL BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. TYPICAL DETAILS SHALL APPLY IN ALL CASES, WHETHER SPECIFICALLY REFERRED TO OR NOT. REFER TO SPECIFICATION 260533 "RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS" FOR CONDUIT SPACING AND ROUTING REQUIREMENTS. TRANSFORMER SCHEMATIC LINETYPES MANUFACTURER/SHOP WIRE TYPICALLY INSTALLED OFF-SITE FIELD/CONTRACTOR INSTALLED WIRE EXISTING OR FUTURE FIELD/CONTRACTOR INSTALLED WIRE EXISTING OR FUTURE MANUFACTURER/SHOP WIRE SCHEMATIC SYMBOLS DEVICE CONNECTION LUG OR TERMINAL SCHEMATIC POINT OF CONNECTION TRIP RATING BREAKER TYPE AMPERE RATINGNEMA RATING AMPERE RATINGFUSE TYPE CIRCUIT BREAKER DISCONNECT FUSE FUSED DISCONNECT AMPERE RATINGFUSE TYPE AMPERE RATING NEMA RATING POWER STABS BUS CONNECTION POWER STABS LOAD CONNECTION MOTOR OVERLOAD RELAY SOLENOID VALVE NORMALLY CLOSED CONTACT NORMALLY OPEN CONTACT MOTOR, NUMBER DESIGNATES NEMA HORSEPOWER SIZE CURRENT TRANSFORMER CT TURNS RATIO NUMBER OF CT'S3 100:5 METER TYPE DESIGNATION NUMBER OF PT'S POTENTIAL TRANSFORMER 3 480:120 MOTOR STARTER, CONTACTOR, RELAY OR TIMER COIL M AM = AMMETER SSM = SOLID STATE METER UM = UTILITY METER VM = VOLTMETER WHM = WATT HOUR METER WM = WATT METER METERING EQUIPMENT PT VOLTAGE RATIO UM GENERATOR NEMA RATINGAMPERE RATING MANUAL OR AUTOMATIC TRANSFER SWITCH 3R 600A TRANSIENT VOLTAGE SURGE SUPRESSOR TVSS CLASSIFICATIONCLASS C TVSS FULL VOLTAGE NON-REVERSING STARTER (FVNR) STARTER TYPE AND SIZE NEMA 1 SIZE STARTER TYPE AND SIZE FULL VOLTAGE REVERSING STARTER (FVR) SIZE 1 NEMA TWO-SPEED STARTER STARTER TYPE AND SIZENEMA SIZE 1 LOAD REACTOR VARIABLE FREQUENCY DRIVEVFD HARMONIC FILTERHF LR REDUCED VOLTAGE SOFT STARTERRVSS ELECTRICAL BUS EXISTING OR FUTURE ELECTRICAL BUS 2 POSITION SELECTOR SWITCH POSITION LEGEND: X=CLOSED O=OPEN 3 POSITION SELECTOR SWITCH HAND - OFF - AUTO POSITION LEGEND: X=CLOSED O=OPEN NORMALLY CLOSED PUSH BUTTON 3 POSITION SELECTOR SWITCH OPEN - CLOSE - AUTO POSITION LEGEND: X=CLOSED O=OPEN NORMALLY OPEN PUSH BUTTON 3 POSITION SELECTOR SWITCH FORWARD - OFF - REVERSE POSITION LEGEND: X=CLOSED O=OPEN GROUND CONNECTION TIMER RELAY CONTACT NORMALLY OPEN TIME DELAY CLOSE EQUIPMENT PROGRAMMING CONSOLE FLOAT SWITCH - MAKE ON FALL PILOT LIGHT LETTER INDICATES COLOR R=RED, A=AMBER, B=BLUE, G=GREEN TYPICAL SWITCH CONFIGURATION FLOAT SWITCH - MAKE ON RISE FLOAT SWITCH - BREAK ON FALL FLOAT SWITCH - BREAK ON RISE SWITCH TYPE SYMBOL (SEE BELOW) LEVEL SWITCH PRESSURE SWITCH FLOW OR TORQUE SWITCH TEMPERATURE SWITCH LIMIT SWITCH ELAPSED TIME METER CONTROL RELAY TIME DELAY RELAY ALARM RELAY ABBREVIATIONS NOTES INSTANTANEOUS SHORT-CIRCUIT TRIP DEVICE TIME OVERCURRENT TRIP DEVICE GROUND FAULT TRIP DEVICE ETM CR TD AR 50 51 51G R FRAME SIZE 5 15. OFF ON XO H O A XOO O C A XOO F O R XOO STOP START NOTC 100AF 50AT MCP 30A 4X 30A 4X 30A R 30A R EXPOSED CONDUIT UNDERGROUND CONDUIT EXISTING OR FUTURE UNDERGROUND CONDUIT EXISTING OR FUTURE EXPOSED CONDUIT EXISTING OR FUTURE ELECTRICAL EQUIPMENT BARE COPPER GROUND CONDUCTOR DEMOLITION CAPPED UNDERGROUND CONDUIT ELECTRICAL EQUIPMENT GROUPED CONDUIT AND CIRCUIT IDENTIFICATION TAGS. REFER TO THE POWER ONE-LINE AND CONTROL ONE-LINE DIAGRAMS OR CONDUIT SCHEDULES FOR CONDUIT SIZES AND CONTENTS. C-CONTROL/INSTRUMENTATION P-POWER F-FIBER OPTIC/NETWORK SP-SPARE CONDUITS CONDUIT CALLOUT CONDUIT SEALOFF LTC CONNECTION MC CONNECTION QUADRAPLEX RECEPTACLE DUPLEX RECEPTACLE GROUND ROD SINGLE POLE SWITCH DATA JACK ELECTRICAL PLAN LINETYPES SITE PLAN DEVICES X= (SEE BELOW)X AE AIT FE FIT FS J JS LE LIT LS M MH MV PB PIT PS PT SV TS WE WIT ZS - ANALYZER ELEMENT - ALALYZING INDICATING TRANSMITTER - FLOW ELEMENT - FLOW INDICATING TRANSMITTER - FLOW SWITCH - JUNCTION BOX - TORQUE SWITCH - LEVEL ELEMENT - LEVEL INDICATING TRANSMITTER - LEVEL SWITCH - MOTOR - MANHOLE - MOTOR OPERATED VALVE - PULLBOX - PRESSURE INDICATING TRANSMITTER - PRESSURE SWITCH - PRESSURE TRANSMITTER - SOLENOID VALVE - TEMPERATURE SWITCH - WEIGHT ELEMENT - WEIGHT INDICATING TRANSMITTER - LIMIT SWITCH WP DENOTES RECEPTACLE TYPE (BLANK) = STANDARD INDOORS GFCI = GND FLT CURRENT INT. WP = WEATHER PROOF & GFCI 3-WAY SWITCHS3 4-WAY SWITCHS4 DISCONNECT SWITCH T THERMOSTAT CONDUIT HOME RUN NUMBER INDICATES QUANTITY OF CONDUCTORS INCLUDING GROUND 3 DETAIL CALLOUT FIELD INSTRUMENT CALLOUT ELEC. PLAN SYMBOLS EQUIPMENT CALLOUT DESCRIPTOR #1 DESCRIPTOR #3 DESCRIPTOR #2 EQUIP. TAG TB'S & PLC SYMBOLS TERMINAL LABEL LOCAL PANEL OR DEVICE TERMINAL BLOCK PLC PANEL TERMINAL BLOCK MCC TERMINAL BLOCK DISCRETE INPUT LABEL PLC DISCRETE INPUT DISCRETE OUTPUT LABEL PLC DISCRETE OUTPUT (NORMALLY OPEN) ANALOG INPUT LABEL PLC ANALOG INPUT ANALOG OUTPUT LABEL PLC ANALOG OUTPUT EQUIPMENT CALLOUT DISCRETE OUTPUT LABEL PLC DISCRETE OUTPUT (NORMALLY CLOSED) RTD LABEL PLC RTD 100 TYP FE 101 CXXX PXXX FXXX SPXXX DIXX DOXX DOXX AIXX AOXX RTDXX X X X X DEVICE TERMINAL BLOCK TERMINAL LABEL TERMINAL LABEL TERMINAL LABEL ELECTRICAL PLAN HAZARDOUS LOCATION CLASSIFICATION LINETYPES AMPERE ABOVE FINISHED FLOOR ANALOG INPUT AMPS INTERRUPTING CAPACITY ANALOG OUTPUT AIR SUPPLY AUTOMATIC TRANSFER SWITCH CONDUIT CIRCUIT BREAKER CHLORINE CONTROL POWER TRANSFORMER COMMUNICATIONS TERMINATION CABINET COPPER, BARE CONTROL VALVE DISTRIBUTED CONTROL SYSTEM DISCRETE INPUT DISCRETE OUTPUT DISTRIBUTION PANEL DISCONNECT SWITCH DIFFERENTIAL VOLTAGE/TIME DRAWING ELAPSED TIME METER ELECTRONIC OVERLOAD FLOW ELEMENT FULL LOAD AMPS FIBER OPTIC CABLE FORWARD-OFF-REVERSE FLOW SWITCH FULL VOLTAGE NON-REVERSING GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUND GALLONS PER MINUTE GALVANIZED RIGID STEEL HYDROGEN SULFIDE HANDHOLE HUMAN MACHINE INTERFACE HAND-OFF-AUTO HAND-OFF-REMOTE CURRENT INSTRUMENTATION CABLE INPUT/OUTPUT SHORT CIRCUIT CURRENT JUNCTION BOX LOCAL AREA NETWORK LOCAL CONTROL PANEL LOCK-OUT-STOP LIGHTING PANEL LOCAL/REMOTE LEVEL SWITCH LIQUIDTIGHT FLEXIBLE METAL CONDUIT MOTOR MANUAL/AUTO, MILLIAMP MANUFACTURER'S CABLE MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MANUFACTURER(S) MILLION GALLONS PER DAY MANHOLE MOTOR OPERATED VALVE MASTER TELEMETRY UNIT NATIONAL ELECTRICAL CODE NORMALLY OPEN TIMED CLOSED NON-POTABLE WATER NOT TO SCALE TURBIDITY OPERATOR INTERFACE TERMINAL OVERLOAD ON/OFF (MAINTAINED) OFF-REMOTE PULL BOX PERSONAL COMPUTER PHASE/POWER FAILURE RELAY PROGRAMMABLE LOGIC CONTROLLER PANEL PARTS PER MILLION PAIR PRESSURE PRESSURE SWITCH POUNDS PER SQUARE INCH PROCESS VARIABLE REMOTE CONTROL PANEL RADIO FREQUENCY REMOTE INPUT OUTPUT RESET RESISTANCE TEMPERATURE DETECTOR REMOTE TELEMETRY UNIT REDUCED VOLTAGE SOFT STARTER SERVICE ENTRANCE EQUIPMENT SERVICE ENTRANCE SECTION START-LOCK-OFF-STOP SUBMERSIBLE MANUFACTURER CABLE SULFUR DIOXIDE SET POINT/SPARE SURGE PROTECTION DEVICE START/STOP SHUNT TRIP TELEPHONE CABLE TEMPERATURE SWITCH TYPICAL UNDERGROUND VOLT VOLTAMP VARIABLE FREQUENCY DRIVE WATT, WIRE WEATHERPROOF TRANSFORMER POSITION SWITCH A AFF AI AIC AO AS ATS C CB CL2 CPT CTC CU CV DCS DI DO DP DS DV/DT DWG ETM EOL FE FLA FOC FOR FS FVNR GFCI GFP GND GPM GRS H2S HH HMI HOA HOR I IC IO ISC J LAN LCP LOS LP LR LS LTC M MA MC MCB MCC MCP MFR(S) MGD MH MOV MTU NEC NOTC NPW NTS NTU OIT OL OO OR PB PC PFR PLC PNL PPM PR P PS PSI PV RCP RF RIO RST RTD RTU RVSS SEQ SES SLOS SMC SO2 SP SPD SS ST TC TS TYP UG V VA VFD W WP XFMR ZS S C1D1 CLASS I DIV 1 C1D2 CLASS I DIV 2 C2D1 CLASS II DIV 1 CLASS II DIV 2C2D2 E E E E CONDUIT DUCTBANK EXISTING OR FUTURE CONDUIT DUCTBANK 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E001 NO T E S & S Y M B O L S EL E C T R I C A L - G E N E R A L C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 0 0 1 N O T E S & S Y M B O L S . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W D D D D D D D D D D D D D D D W W W W W W W W W W W W D D D D D D W W W W E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W D D D D D D D D D E E E CONDUIT SHALL ONLY RUN EXPOSED WHERE NECESSARY. ALL EXPOSED CONDUIT SHALL BE GRS. PANELS SHALL BE NEMA 3R. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CONDUIT DETAILS AND A CONDUIT ROUTING PLAN TO THE ELECTRICAL ENGINEER FOR APPROVAL. LIMIT EXPOSED CONDUITS, 90° BENDS, AND WALL PENETRATIONS. MAINTAIN SEPARATION BETWEEN SIGNAL AND POWER-CARRYING CONDUITS. EXISTING SHED TO BE DEMOLISHED. REMOVE AND SALVAGE TO THE OWNER ELECTRICAL EQUIPMENT, FLOW METER, ANTENNA, LIGHTS, OUTLETS, ETC. REMOVE EXISTING WIRE BACK TO SOURCE AND CAP ANY UNUSED CONDUIT AND ABANDON IN PLACE. Scale in Feet 0 10 20 SITE PLAN SCALE: 1:10 NOTES 1 2 3 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E201 SI T E P L A N EL E C T R I C A L - S I T E C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 2 0 1 S I T E P L A N . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 COTTONWOOD TANK 1 (EXISTING) COTTONWOOD TANK 2 (EXISTING) VAULT REMOVE EXISTING SHED METER MANHOLE POWER POLE TO BE INSTALLED BY RMP WELL HOUSE SEE DWG. E202 4 4 LE 10121 LSL 10122 LSH 10122 LSHH 10122 501 E902 503 E902 504 E902 TYP FE 101XX 551 E902 TYP FE 101XX DP - X X LP - X X XF M R - LP - X X VF D - P - 1 0 0 1 1 PL C - X X X L1 L2 L1 L1 L1 L1 L1 Scale in Feet 0 2 4 ELECTRICAL PLAN SCALE: 1/2" = 1'-0" CONDUIT SHALL ONLY RUN EXPOSED WHERE NECESSARY. ALL EXPOSED CONDUIT SHALL BE GRS. PANELS SHALL BE NEMA 3R PAINTED STEEL. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CONDUIT DETAILS AND A CONDUIT ROUTING PLAN TO THE ELECTRICAL ENGINEER FOR APPROVAL. LIMIT EXPOSED CONDUITS, 90° BENDS, AND WALL PENETRATIONS. MAINTAIN SEPARATION BETWEEN SIGNAL AND POWER-CARRYING CONDUITS. CONTRACTOR SHALL PROVIDE 2 CONCRETE ENCASED ELECTRODES IN FOOTINGS PER SPECIFICATIONS 60' PER CONDUCTOR. CONTRACTOR SHALL INSTALL (2) 10'X3/4"Ø COPPER GROUND RODS 10' MINIMUM SPACING AND 10' MINIMUM FROM BUILDING. BOND ALL BUILDING STEEL TO GROUND PER NEC. NOTES ELECTRICAL LEGEND 1 2 3 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E202 EL E C T R I C A L P L A N EL E C T R I C A L - L A Y O U T C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 2 0 2 E L E C T R I C A L P L A N . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 P-10011 WELL PUMP 4 5 6 4 TYP 5 LSH 10001 LSL 10001 LSLL 10001 PIT 10013 FV-10051 P-10143 CHLORINE PUMP H-10801 H-10803 H-10812 H-10810 H-10802 H-10804 DAY-BRITE 47W 1'X4' WET LOCATION LED FIXTURE WITH EMERGENCY DRIVER. MOUNT AT 9'-0" AFF. MODEL DWAE51L840-4-UNV-EMLED OR APPROVED EQUAL L1 L10 EXIT CHLORIDE VE SERIES EXIT SIGN. MODEL VEGW OR APPROVED EQUAL. T DUPLEX OUTLET G: GFCI PROTECTED OUTLET WP: WEATHER-PROOF OUTLET GFCI PROTECTED. THERMOSTAT LIGHT SWITCH GE CURRENT EVOLVE LED 36W WALL LIGHT (WALL PACK) WITH PHOTO CELL CONTROL, BATTERY BACKUP AND DARK SKY COMPLIANCE. MODEL EWAS-01-1-B3-AW-7-40-D-3-FM-DKBZ- EMBR OR APPROVED EQUAL. L10 EXITT H-10805 3 FVNR-P-10063 (ABOVE) FVNR-P-10143 (BELOW) DAY-BRITE 32W 1'X4' WET LOCATION LED FIXTURE WITH EMERGENCY DRIVER. MOUNT AT 9'-0" AFF. MODEL DWAE35L840-4-UNV-EMLED OR APPROVED EQUAL L2 WP WP WP WE 10071 WE 10072 WIT 10071 WIT 10072 910 E903 300 E902 TYP 321 E902 TYP 360 E902 TYP 420 E902 TYP 613 E903 TYP 900 E903 TYP 002 E901 TYP 802 E903 TYP 810 E903 TYP 591 E903 551 E903 TYP ANTENNA 700 E903 140 E901 TYP 100 E901 TYP L10 EX I T WP FV-10021 FV-10052 FV-10141 M-10021 FIT 10021 FE 10021 M-10151 FIT 10151 FE 10151 M-10111 FIT 10111 FE 10111 M-10012 FIT 10012 FE 10012 3 FV-10053 FV-10151 FV-10111 FV-10012 ROOF HATCH ONELINE DIAGRAM XXAF 7AT 1 SIZE NEMA 2 P-10063 CHLORINE PUMP 300AF 300AT 150 P-10011 WELL PUMP HF VFD XXAF XXAT X/Ø BARE CU XXAF XXAT UM XXAF XXAT SES NEMA 3R 65kAIC 3Ø, 4W 480/277V XXkVA UTILITY TRANSFORMER 120/208V 4W, XXkVA XFMR-LP-XX LP-XX SPD XXAF XXAT SPD PQM FXX A FROM UTILITY 1 NOTES: - 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E501 ON E L I N E D I A G R A M EL E C T R I C A L - P O W E R D I S T R I B U T I O N C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 5 0 1 O N E L I N E D I A G R A M . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 DISTRIBUTION PANEL DP-XXX, 277/480VAC, XXXA, NEMA 3R, 42KAIC LP-XX CALCULATIONSDP-XX CALCULATIONS 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E601 VF D S C H E M A T I C EL E C T R I C A L - P O W E R D I S T R I B U T I O N C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 6 0 1 V F D S C H E M A T I C . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 TYPICAL FOR: WELL PUMP P-10011 VFD CONTROL SCHEMATIC L3 SPEED POT KEYPAD 480V/3P/60HZ L1 L2 M 0-300 SEC POWER ON-DELAY TIMER TD1 ETM G A FAILURE ALARM CR2 AR1 RUN CR1 480V 120V CPT FAN L2L1 L3 COMMON RUN DI01 T1 T2 T3 H O R XOO OOX LINE REACTOR KEYPAD SHALL BE MOUNTED ON PANEL DOOR WITH PILOT DEVICES CB 3P TD1 RUN FAIL WHEN THE HOR SWITCH IS IN THE HAND POSITION, THE MOTOR SHOULD RUN, WHEN THE HOR SWITCH IS IN THE OFF POSITION, THE MOTOR SHOULD STOP AND WHEN THE HOR SWITCH IS IN THE REMOTE POSITION, THE MOTOR IS CONTROLLED BY THE PLC. THE PLC WILL BE ABLE TO MONITOR WHETHER THE HOR IS IN THE HAND OR REMOTE POSITION. WHEN THE HOR SWITCH IS IN THE HAND POSITION, THE SPEED COMMAND COMES FROM THE POTENTIOMETER. WHEN IN THE REMOTE POSITION, THE SPEED COMMAND COMES FROM THE PLC. VFD CONTROL DESCRIPTION CR1 TYPICAL SCHEMATIC DIAGRAMS ARE INTENDED TO REFLECT THE GENERAL CONTROL STRATEGY. ACTUAL CIRCUITRY MAY VARY FOR SPECIFIC EQUIPMENT SUPPLIED. THE NUMBER AND TYPE OF DEVICES SHALL BE FURNISHED AS REQUIRED FOR PROPER OPERATION OF THE EQUIPMENT. CONTROL POWER TRANSFORMERS (CPT) SHALL BE ADEQUATELY SIZED AND SHALL BE PROVIDED WITH PROPERLY SIZED FUSES FOR BOTH THE PRIMARY AND SECONDARY WINDINGS. COORDINATE WITH THE PUMP/MOTOR SUPPLIER THE SIZE OF THE MOTOR SPACE HEATER. FUSES SHALL BE ADEQUATELY SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. ADJUST TIME DELAY RELAYS PRIOR TO STARTUP. STAGGER TIMER SETTINGS FOR POWER ON-DELAY RELAYS. CONTROL SWITCHES SHALL BE DOOR MOUNTED ON THEIR RESPECTIVE PANELS. DEVICES SHALL BE RATED FOR LINE VOLTAGE AND 125% OF LOAD CURRENT. NOTES: 1 2 3 4 5 FAILURE ALARM RUN COMMON CR1 AR1 REMOTE TO PLC HOR OOX ENABLE/COAST TO STOP DI02 CR3 SPEED SELECT DI03 RESET HIGH TEMP ALARMA TSH AR2 AR2 TEMP ALARM AR2 CR3 PLC AR2 CR1 HTR 2 RESET CR3 CR3 CR1 ETHERNET TO PLC 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E602 FV N R S C H E M A T I C EL E C T R I C A L - P O W E R D I S T R I B U T I O N C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 6 0 2 F V N R S C H E M A T I C . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 TYPICAL SCHEMATIC DIAGRAMS ARE INTENDED TO REFLECT THE GENERAL CONTROL STRATEGY. ACTUAL CIRCUITRY MAY VARY FOR SPECIFIC EQUIPMENT SUPPLIED. THE NUMBER AND TYPE OF DEVICES SHALL BE FURNISHED AS REQUIRED FOR PROPER OPERATION OF THE EQUIPMENT. CONTROL POWER TRANSFORMERS (CPT) SHALL BE ADEQUATELY SIZED AND SHALL BE PROVIDED WITH PROPERLY SIZED FUSES FOR BOTH THE PRIMARY AND SECONDARY WINDINGS. COORDINATE WITH THE PUMP/MOTOR SUPPLIER THE SIZE OF THE MOTOR SPACE HEATER. FUSES SHALL BE ADEQUATELY SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. ADJUST TIME DELAY RELAYS PRIOR TO STARTUP. STAGGER TIMER SETTINGS FOR POWER ON-DELAY RELAYS. CONTROL SWITCHES SHALL BE DOOR MOUNTED ON THEIR RESPECTIVE PANELS. DEVICES SHALL BE RATED FOR LINE VOLTAGE AND 125% OF LOAD CURRENT. NOTES: 1 2 3 4 5 COM REMOTE OPENED CLOSED COM OPEN CLOSE 120V, Ø PHASE L1 L2 120VAC VALVE SCHEMATIC TYPICAL FOR: ALL 120VAC VALVES L1 L2 HS LOR HS OSCLOR OOX FVNR CONTROL SCHEMATIC 0-300 SEC L3 480V, 3 PHASE L1 L2 POWER ON-DELAY TIMER M G RUN PROVIDE JUMPER IF MOTOR IS NOT EQUIPPED WITH E-STOP AUTO OVERLOAD ALARM RUN COMMON TO PLC 480V 120V CPT M ESTOP H O R XOO OOX HOR R MCP 3P TD1 OL PLC OL M AR1 FAIL WHEN THE HOR SWITCH IS IN THE HAND POSITION, THE MOTOR SHOULD RUN, WHEN THE HOR SWITCH IS IN THE OFF POSITION, THE MOTOR SHOULD STOP AND WHEN THE HOR SWITCH IS IN THE REMOTE POSITION, THE MOTOR IS CONTROLLED BY THE PLC. THE PLC WILL BE ABLE TO MONITOR WHETHER THE HOR IS IN THE HAND OR REMOTE POSITION. FVNR CONTROL DESCRIPTION TD1 M ETM AR1 6 DS LSL TYPICAL FOR: CHLORINE PUMP 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E901 DE T A I L S 1 EL E C T R I C A L - D E T A I L S C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 9 0 1 D E T A I L S 1 . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 PULLING EYE FLOOR SLOPES TO SUMP NOTE: 3'-11" x 3'-11" x 4'-1" MINIMUM INSIDE DIMENSIONS. INSTALL A GROUND ROD AND CONNECT TO DUCT BANK GROUND. TRAIN CABLES AROUND INTERIOR PERIMETER ON CABLE RACKS. UNDERGROUND CONCRETE PULLBOX SCALE: NONE KNOCKOUT (TYP) RISER BASE 3'-0" x 3'-0" STEEL TRAFFIC COVER OR MANHOLE LID COVER 021 TYP JOINT SEAL COMPOUND GROUT ALL CONDUIT ENTRIES SCALE: NONE 72" CONDUIT PER DRAWING REQUIREMENTS CONCRETE HOUSEKEEPING PAD 420 TYP S.S. PANEL OR AS REQUIRED BY DRAWINGS STAINLESS STEEL 1-5/8" X 1-5/8" UNISTRUT CHANNEL. 12" X 3" S.S. ANCHOR BOLT OR LAG BOLT WITH WASHER, ANCHORED TO WALL (EVERY 18", 2 MIN.) MAXIMUM PANEL HEIGHT NOT TO EXCEED 72". CENTER OF INSTRUMENT DISPLAYS SHALL BE 62". CENTER OF LOCAL CONTROL STATIONS SHALL BE 48". 002 TYP WALL MOUNTED PANEL 1 2 1 1 2 3 4 5 CAST IRON COVER AND RING FINISHED GRADE 10" DIAMETER SCHEDULE 80 PVC GROUND ACCESS WELL HARGER CATALOG No. 360P36CILS80 OR EQUAL SCALE: NONE BARE COPPER GROUND CONDUCTOR 36" 27" SLOT 10' X 3/4"Ø COPPER CLAD GROUNDING ROD EXOTHERMIC WELD GROUND ROD WITH ACCESS WELL100 TYP NOTE: ALL WORK SHALL BE PER NATIONAL ELECTRICAL CODE AND LOCAL GOVERNING AUTHORITY. ELECTRICAL EQUIPMENT GROUND BUS OR LUG GROUNDING ELECTRODE CONDUCTOR (IN SCH. 80 PVC CONDUIT, WHERE EXPOSED TO PHYSICAL DAMAGE) 20' (MIN) SCALE: NONE 2" (MIN) PVC SCH. 80 SLEEVE FINISHED GRADE BARE COPPER CONDUCTOR CONCRETE FOUNDATION OR FOOTING 140 TYP UFER GROUNDING DETAIL #1 BARE CONTINUOUS COPPER GROUND SEE GROUNDING SPECIFICATION SECTION 16170 COMMUNICATION/SIGNAL DUCTBANK DETAIL CROSS SECTION SCALE: N.T.S. POWER 6"MIN. #4 REBAR 3"MIN. 2"MIN 12"MIN.3"MIN. 3"MIN. #4 REBAR 202 TYP 18"MAX. #4 REBAR SEPARATION BETWEEN POWER AND LOW VOLTAGE NOTES: DIMENSIONS ARE MINIMUM. THE GROUND CONDUCTOR SHALL RUN CONTINUOUSLY THROUGH MANHOLES AND PULL BOXES AND SHALL CONTINUE FROM THE DUCTBANK INTO THE ELECTRICAL EQUIPMENT OR BUILDING GROUNDING SYSTEM AND SHALL BE BONDED TO EACH RIDGID METAL CONDUIT. CONDUIT UNDISTURBED SUBGRADEAS NEEDED SCALE: NONE 2' - 6 " 6"RED IRON OXIDE DYE, (3 POUNDS PER CONCRETE CUBIC YARD) RESTORE TO ORIGINAL GRADE TOPSOIL NATIVE BACKFILL COMPACTED TO 85% MAX. DRY DENSITY PER ASHTO T-99 MARKER TAPE 204 TYP 202 TYP TYPICAL TRENCH DETAIL FOR BELOW 600 VOLTS TO ALLOW DRAINAGE. NO LOW SPOTS WILL BE ALLOWED IN RACEWAY ALL DUCTBANKS SHALL BE SLOPED 1/4" PER DUCT 10' 2'-6" MIN. DUCTBANK DETAIL SCALE: NONE SADDLES ON 5' CENTERS DUCTBANK SHALL BE COLOR DYED BY MIXING 3 LBS IRON OXIDE PER CONCRETE CUBIC YARD. FINISHED GRADE 12" DETECTABLE MARKER TAPE 203 TYP 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E902 DE T A I L S 2 EL E C T R I C A L - D E T A I L S C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 9 0 2 D E T A I L S 2 . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 365 TYP FLEXIBLE CONDUIT DETAIL SCALE: NONE COUPLING CONDUIT STRAPCONDUIT 36" MAXIMUM LENGTH UNLESS APPROVED BY ENGINEER METAL CONNECTOR PER SPECIFICATIONS LIQUID TIGHT FLEXIBLE CONDUIT EQUIPMENT 2. 1. NOTES: WHERE CONDUITS ARE INSTALLED IN OR UNDER A CONCRETE SLAB, THE 24" DIMENSION DOES NOT APPLY. CONDUITS SHALL BE INSTALLED BETWEEN REBAR MATS OR UNDER A SINGLE REBAR MAT. IN CORROSIVE AREAS, PVC COATED GRS SHALL BE USED. FINISHED GRADE PVC CONDUIT PVC FEMALE ADAPTOR PVC COATED GRS COUPLING 24" 6" (MIN) PVC COATED GRS CONDUIT PVC COATED GRS NINETY CONDUIT AS REQUIRED COUPLING AS REQUIRED 321 TYP STUB UP DETAIL SCALE: NONE 420 TYP 300 TYP CONDUIT PENETRATION AT NEW WALL OR SLAB SCALE: NONE PVC SLEEVE JOINT FILLER (URETHANE EXPANDABLE FOAM) CONDUIT CAULK ENDS ALL AROUND (TYPICAL) CONDUIT MARKING SYSTEM SCALE: NONE C1005 SECURE TAGS TO CONDUIT WITH NYLON CABLE TIES ALMETEX TYPE TH TAG HOLDER ALMETEX TYPE EZ-V TAG TITLES (BLACK OR YELLOW) CONDUIT 360 TYP ARE SIX FEET APART MIN. HOUSEKEEPING CURB REQUIRED AT ALL INTERIOR RISERS SHALL BE COUPLED SO THAT SINGLE RISERS WALL LOCATIONS FOR SINGLE AND MULTIPLE RISERS. SCALE: NONE 3" 3" 420 TYP CONCRETE HOUSEKEEPING CURB DETAIL SCALE: NONE SUSPENDED FLOAT DETAIL504 TYP STAINLESS STEEL STRAIN RELIEF WEIGHT FLOAT PVC COATED GRS CAST IN CONCRETE TO JUNCTION BOX OR PANEL PVC COATED LIQUID TIGHT STRAIN RELIEF EXTEND CONDUIT SO STRAIN RELIEF IS ACCESSIBLE FROM ACCESS HATCH OR REMOVABLE PLANKING EYEBOLT TO JUNCTION BOX OR PANEL CAULK ENDS ALL AROUND (TYPICAL) WETWELL MOUNTING SCALE: NONE PVC COATED GRS TO JUNCTION BOX STAINLESS STEEL ANCHOR WITH HOOK LOCATED ACCESSIBLE FROM ACCESS HATCH ULTRASONIC TRANSDUCER 503 TYP 501 TYP 300 TYP NOTE: VERIFY BRACKET DIMENSIONS WITH THE ULTRASONIC TRANSDUCER MANUFACTURER, TO INSURE PROPER OPERATION. ULTRASONIC TRANSDUCER MOUNTING SCALE: NONE 3/8" x 3" STAINLESS STEEL ANCHOR BOLTS (TYPICAL) 3/8" STAINLESS STEEL MOUNTING BRACKET ULTRASONIC TRANSDUCER 1" NPT PVC COUPLING SCHEDULE 80 12" MIN SEE NOTE LOCKNUT 1" BUSHING CLOSE NIPPLE 3" 501 TYP 0 1/ 2 1 DR A W I N G I S T O S C A L E 1" = F U L L S C A L E IF B A R M E A S U R E S : 1/ 2 " = H A L F S C A L E OR I G I N A L CH E C K E D DR A W N DE S I G N DA T E NO . RE V I S I O N S SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO. SHEET 533 W 2600 S, Suite 25 Bountiful, Utah 84010 Phone: (801) 677-0011 www.skmeng.com TO W N O F O A K L E Y CA T T A I L W E L L H O U S E P R O J E C T E903 DE T A I L S 3 EL E C T R I C A L - D E T A I L S C: \ U S E R S \ D A N I E L . L E A V I T T \ D C \ A C C D O C S \ A Q U A E N G I N E E R I N G \0 0 1 9 9 0 . C - C O T T O N W O O D W E L L R E D E V E L O P M E N T \ P R O J E C T F IL E S \ 9 9 9 E L E C T R I C A L \ 9 9 9 - E 9 0 3 D E T A I L S 3 . D W G 2/ 2 2 / 2 0 2 4 LA R E K L A R 02 / 2 3 / 2 0 2 4 0 1/2" GALVANIZED STEEL PIPE AND 300 LB MI FITTINGS 1" X 1/2" 300 LB GALVANIZED MI BUSHING 1" 600 LB STEEL BALL VALVE 1" SCH 80 GALVANIZED STEEL NIPPLE 1" X 1 1/4" 300 LB MI OR 3000 LB FS BUSHING COAT WITH EPOXY 1 1/4" 3000 LB FS HALF COUPLING, WELD TO PIPE SCALE: NONE PRESSURE TRANSMITTER AS SPECIFIED CONNECTION FOR OIL FILL 1/4" STAINLESS STEEL SCHEDULE 80 NIPPLE 1/4" STAINLESS STEEL BALL VALVE STAINLESS STEEL DIAPHRAGM SEAL WITH STAINLESS STEEL BOLTS AND HOUSING 591 TYP PRESSURE TRANSMITTER 4-20mA FLOW SIGNAL POWER SUPPLY BRANCH CIRCUIT CONDUIT WITH VENDOR FURNISHED CABLES 4-20mA FLOW SIGNAL POWER SUPPLY BRANCH CIRCUIT TRANSMITTER TRANSMITTER SCALE: NONE NOTES: ALL VENDOR FURNISHED CABLES SHALL BE CUT TO LENGTH AND TERMINATED PER MANUFACTURER'S RECOMMENDATIONS. GROUND PER MANUFACTURER'S RECOMMENDATIONS. 1. 2. FLOWMETER WITH TRANSMITTER MOUNTED SEPARATELY FLOWMETER WITH TRANSMITTER MAGNETIC FLOWMETER DETAIL551 TYP FLOOR MOUNTED PANEL DETAIL WALL SCALE: NONE FINISHED FLOOR PANEL 1" 3" BOLTS @ 18" O.C. 1/2" DIA. EXPANSION REAR 1" CLR. (MIN.) 613 TYP 1-1/2" MAST YAGI ANTENNA MOUNTING BRACKETS #1 SOLID INSULATED GROUND WIRE TO 3/4"x10' GROUND ROD YAGI ANTENNA MOUNTED TO BUILDING DETAIL700 TYP SCALE: NONE DRIP LOOP FOR COAX AND GROUND WIRE TIE SECURE CABLES AS NECESSARY PRE-CAST J-BOX. PROVIDE GASKET BETWEEN BOX AND FIXTURE. INSTALLATION TO BE WATER TIGHT. BUILDING WALL WALL PACK SCALE: NONE 810 TYP WALL MOUNTED LIGHT FIXTURE DETAIL STRUCTURE (TYP) ANCHOR TO ROOF REC. NEMA L5-20R OR EQUAL END VIEW SIDE VIEW SCALE: NONE TO SUIT CHAIN LENGTH CONDUIT EXPOSED RAISED COVER AND "LEVITON" #70520-FR 4" SQUARE BOX WITH #12 STRANDED SO CORD 802 TYP SUSPENDED LIGHT FIXTURE INSTALLATION DETAIL MOUNTING HEIGHT EVEN WITH BOTTOM OF TRUSS UNLESS OTHERWISE NOTED 1-1/4" STEEL SCREWS. OTHERWISE. 4. PROVIDE BLANK NAMEPLATES FOR ALL SPARE 3. ATTACH ALL NAMEPLATES WITH STAINLESS VERTICAL CENTERLINE OF THE CUBICAL OR DEVICE. 2. ALL NAMEPLATES TO BE MOUNTED ON THE 1. ALL LETTERS TO BE 1/4" UNLESS NOTED AND FUTURE DEVICES. NOTES: "EQUIPMENT NUMBER" "EQUIPMENT NAME" 3" OR 4" SCALE: NONE 900 TYP NAMEPLATE DETAIL SCALE: NONE TRANSFORMER SUPPORT RACK DETAIL910 TYP SUPPORT RACK FABRICATED AS SHOWN OF 4"x2"x1/4" STAINLESS STEEL CHANNEL. COPE ALL JOINTS AND WELD ALL AROUND. BOLT SUPPORT RACK TO WALL WITH S.S. FASTENERS OF SIZE, QUANTITY, & TYPE TO PROPERLY SUPPORT THE LOAD OF RACK & TRANSFORMER. CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO INSURE PROPER BACKING TO SUPPORT THE RACK AND LOADS. NOTE: MOUNT RACK AND TRANSFORMER AS HIGH AS POSSIBLE TO ALLOW INSTALLATION OF PANELS BELOW. TRANSFORMER PER DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY SIZE OF TRANSFORMER AND BOLT PATTERN TO PROVIDE SUPPORT RACK ADEQUATELY SIZED FOR INSTALLATION. BOLT TRANSFORMER TO SUPPORT RACK PER THE MANUFACTURER'S REQUIREMENTS. DISTANCE BETWEEN WALL AND TRANSFORMER SHALL BE 1".