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Advance Water Treatment Upgrade
PATH=Y:\261 10—CITY OF ZEPHYRHILLS\PROJECTS\025-01—WWTP_AWT U PGRAD ES\ CAD\ DWGS\ GENERAL\ 2 6110025—GO1.DWG © Jones Edmunds 2234 x N N of Li Q Y m I (21 L,_J Q co CITY OF ZEPHYRHILLS, FLORIDA -N- I J / PAS C O o, DADE 471 COUNTY CITY� - o 19 ZEPHYR ILLS C OT 41 54 PROJECT VICINITY VICINITY MAP PROJECT NOmN 26110-025-01 WYMM RAT19: �7 CRY 0r ZVwWHY L rUH,>tIrIG OI PF IC AAL PREPARED BY: JonesEdmundsl CERTIFICATE OF AUTHORIZATION #1 841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- S821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (81 3) 2S8- 0703 �CM461� ^AM16, PROJECT LOCATION LOCATION MAP MARCH 2O20 PLOTTED: 3/24/2020 03:10 PM JOHN KRAMER F 0 N O 0 4 $$ (° D 04 �I a FOR U W O Of IL Y O O C4 O cv A N M DRAWING INDEX DWG. NO. DESCRIPTION FOR GENERAL G1 COVER SHEET MLC G2 INDEX OF DRAWINGS, DESIGNATIONS AND UTILITY CONTACT INFORMATION MLC G3 ABBREVIATIONS MLC G4 GENERAL NOTES MLC G5 PROCESS FLOW DIAGRAM ARH G6 HYDRAULIC PROFILE ARH G7 PIPE SCHEDULE ARH G8 OVERALL SITE PLAN AND KEY MAP MLC DEMOLITION D1 DEMOLITION NOTES, LEGEND AND CULVERT PLAN ARH D2 DEMOLITION PLAN — EXISTING FILTERS ARH D3 DEMOLITION PLANS — EXISTTING COMPRESSED AIR SYSTEM AND FILTER PUMP STATION ARH CIVIL C1 CIVIL NOTES, ABBREVIATIONS AND LEGENDS DRY C2 EXISTING CONDITIONS PLAN AND BORING LOCATIONS DRY C3 OVERALL SITE PLAN DRY C4 GRADING AND DRAINAGE PLAN DRY C5 DETAILS DRY C6 STORMWATER POLLUTION PREVENTION NOTES DRY C7 STORMWATER POLLUTION PREVENTION PLAN DRY C8 STORMWATER POLLUTION PREVENTION PLAN DRY STRUCTURAL Si STRUCTURAL NOTES ABBREVIATONS AND SYMBOLS DSM S2 FILTERS BASE SLAB PLAN DSM S3 FILTERS INTERMEDIATE PLAN DSM S4 FILTERS T/STRUCTURE PLAN DSM S5 FILTERS SECTIONS DSM S6 FILTERS SECTIONS DSM S7 FILTERS SECTIONS AND DETAILS DSM S8 FILTERS WALL DETAILS DSM S9 FILTERS WALL DETAILS AND SCHEDULES DSM S10 AIR COMPRESSOR BUILDING PLAN, SECTION AND ELEVATIONS DSM S 11 MCC BUILDING PLAN, SECTION AND ELEVATION DSM S12 BUILDING SCHEDULES AND DETAILS DSM S13 MISCELLANEOUS PADS DSM S 14 STAIRS DSM S15 STANDARD STRUCTURAL DETAILS DSM S16 STANDARD STRUCTURAL DETAILS DSM S17 STANDARD STRUCTURAL DETAILS DSM MECHANICAL M 1 MECHANICAL NOTES, ABBREVIATIONS AND LEGEND DRY M2 OXIDATION DITCHES NO.1, NO.2, AND NO.3 MODIFICATION PLAN ARH M3 YARD PIPING PLAN — EAST ARH M4 YARD PIPING PLAN — WEST ARH M5 FILTERS PUMP STATION PLAN DRY M6 FILTERS PUMP STATION SECTIONS DRY M7 FLOW METER ASSEMBLY PLAN AND SECTION DRY M8 TERTIARY FILTERS PLAN ARH M9 TERTIARY FILTERS SECTIONS ARH M 10 TERTIARY FILTERS DETAIL ARH Mil CARBON FEED AND STORAGE SYSTEM PLAN AND SECTIONS ARH M 12 AIR COMPRESSOR BUILDING PLAN AND SECTIONS ARH M 13 DETAILS ARH M 14 DETAILS ARH M 15 DETAILS ARH M 16 DETAILS ARH M 17 DETAILS ARH M 18 DETAILS ARH M 19 DETAILS ARH M20 DETAILS ARH DE%NED AHOLMES mvm JKRAMER LTR. DATE REVOONS BY10M.1CFECKED TFRIEDRICH DRAWING INDEX DWG. NO. DESCRIPTION FOR ELECTRICAL E1 ABBREVIATIONS WCH E2 SYMBOLS WCH E3 PARTIAL SITE PLAN 1 WCH E4 PARTIAL SITE PLAN 2 WCH E5 POWER RISER WCH E6 OXIDATION DITCHES NO.1, NO.2, AND NO.3 MODIFICATION PLAN WCH E7 FILTERS PUMP STATION PLAN WCH E8 FILTERS PLAN WCH E9 AIR COMPRESSOR BUILDING WCH E10 MAIN ELECTRICAL BUILDING WCH El MCC BUILDING WCH E12 PANEL & LIGHTING SCHEDULES WCH E13 DETAILS 1 WCH E14 DETAILS 2 WCH E15 DETAILS 3 WCH INSTRUMENTATION 11 SYMBOLS WCH 12 OXIDATION DITCH NO.1 P&ID WCH 13 OXIDATION DITCH NO.2 AND NO.3 P&ID WCH 14 FILTER FEED PUMP STATION P&ID WCH 15 FILTER P&ID WCH 16 SAMPLING/CHEMICAL P&ID WCH 17 DETAILS 1 WCH 18 DETAILS 2 WCH JonesEdmun& CERTIFICATE OF AUTHORIZATION #1 MI 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 MLC A P►EL L.�C ����`G �•`G E N$1 No.48898 gip!! STATE OF '4&-OR1o' 0�! O1 %ea ,, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED BY MICHAEL L CLAM PE (FLI48898) ON THE DATE INDICATED USING A Sfif/ AUTHENTICATION CODE. ..� a l «1 • s. 1 �. 1 1 « a •� 1 a 1 «11 r� al 1 a •1 «1• a. AM rocR�: ENg� Qi No 70809 Veco; 12 *: * !*z • �7� O •,,�-89 STATE OF 'EORIDP�C����'`ftoes THIS ITEM HAS BEEN ELECTRONICALLY SKIED BY ANTHONY R. HOLMES. PE (FL170809) ON THE DATE INDICATED USING A DIGITAL SIGNATURE. .. al «1 • .a. 1 �� 1 1 « a •� 1 ' .` 1 a•,al ` r al 1 al 1 � r •�a ► a•, al 1 a •1 «1• WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA A A INDICATES ONE OR MORE SECTIONS CUT AND SHOWN ON THE SAME DETAIL SECTION DESIGNATION DIRECTION OF SECTION SECTION DESIGNATION A DRAWING NUMBER WHERE SECTION APPEARS OR IS CUT SECTION DESIGNATION DETAIL DESIGNATION /_DRAWING NUMBER WHERE DETAIL APPEARS OR IS CUT DETAIUSECTION DESIGNATION DIRECTION OF ELEVATION ELEVATION DESIGNATION C—�— DRAWING NUMBER ON WHICH ELEVATION APPEARS ELEVATION DESIGNATION DRY sues S RC a No. 44204 xw so STATE OF O � O R 10Ali III THIS ITEM HAS BEEN ELECTRONICALLY SKIED BY DOUGLAS R. YOUNG, PE (FL#44204) ON THE DATE INDICATED USING A DIGITAL SIGNATURE. ..� a l «r • a. r 1 1 « ILI•� 1 a l 1 � r •� a•r al 1 a •1 «1. 0. No. 74717 •w� ZpO STATE OF IO —; ;,o N A '; -� �....i. THIS ITEM HAS BEEN ELECTRONICALLY BY DAVID S. MORRIS, PE (FLf74717) ON THE DATE INDICATED USING A DIgTAL SIGNATURE. .., a 1 «1 • a. 1 �. 1 1 « � •, 1 «1 �` 1 real r al 1 ` al 1 r� al 1 a •1 «1• INDEX OF DRAWINGS, DESIGNATIONS AND UTILITY CONTACT INFORMATION UTILITY CONTACT INFORMATION CITY OF ZEPHYRHILLS WATER AND SEWER BRUCE SELLERS 39421 SOUTH AVE. ZEPHYRHILLS, FL. 33542 813-780-0000 EXT 3567 813-714-6313 (CELL) BSELLARS®CI.ZEPHYRHILLS.FL.US MICHAEL GULVIN WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE ELECTRIC 30461 COMMERCE DRIVE SAN ANTONIO, FL 33576 352-588-5115 EXT 1131 MGULVIN®WREC.NET DARRYL FOSHEE DUKE ENERGY ELECTRIC 727-859-4002 DARRYL.FOSHEE®DUKE—ENERGY.COM No.42593 % ,O STATE OF ;I#$, OR10� THIS ITEM HAS BEEN ELECTRONICALLY SIGNED BY WILLARD C. HOANSHELT, PE (FL142593) ON THE DATE 14DI ATED USING A DIGITAL SIGNATURE 21 a•. al 1 a •1 «1• MICHAEL L. CLARK P.E. #48898 F— V U) Z O V w O LL 26110-025-011 MARCH 2O20 G2 F E C 0 PLOTTED: 3/24/2020 03:10 PM JOHN KRAMER STANDARD ABBREVIATIONS F � A AA STD AASHTO AB AC AC AC ACI ADJ AE AFF AFG E AIP AISI AIT ALT ALUM AM AMPS ANSI AP APP APPROX 3 AR o ARV �i C) ASCE ASD Lo ASTM o 0 ATS i D AUTO Q AUX W AVE w AWG AWS 3 AWWA o B a B/ B/L w BC Q BF BFP a_ BFV I BKR BLD BLDG BLVD BM o C BMP 1 BO o BTM BTM/ BV w BYP a C N C/L, CL J CAM CAT = CB w CC ^' CCS o CF CFWE Z3 Cl I CIP 0 CISP BCj CLF CLR w w CM a CMP Y CMU CO Q CO M COL o COM CON rn 0 N Ir,A 0 0 _ Q FTR. DATE AND AT AUTOMATIC ALUMINUM ASSOCIATION STANDARD AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ALIGNMENT BEGINNING ASBESTOS CEMENT ALTERNATING CURRENT AIR CONDITIONER AMERICAN CONCRETE INSTITUTE ADJUSTABLE ALIGNMENT END ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABANDONED IN PLACE AMERICAN IRON STEEL INSTITUTE ANALYTICAL INDICATING TRANSMITTER ALTERNATIVE ALUMINUM AUTO -MANUAL AMPERES AMERICAN NATION STANDARDS INSTITUTE ANALYZER PANEL APPROVE, APPROVED APPROXIMATE AIR RELEASE AIR RELEASE VALVE AMERICAN SOCIETY OF CIVIL ENGINEERS ADJUSTABLE SPEED DRIVE AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AVENUE AMERICAN WIRE GUAGE AMERICAN WELDING SOCIETY AMERICAN WATER WORKS ASSOCIATION BORING BOTTOM OF BASELINE OF CONSTRUCTION BARE COPPER BLIND FLANGE BACKFLOW PREVENTER BUTTERFLY VALVE BREAKER BLIND BUILDING BOULEVARD BENCH MARK BEST MANAGEMENT PRACTICE BLOW -OFF BOTTOM BOTTOM OF BALL VALVE BYPASS CONDUIT, CONDUCTOR, CLOSE CENTERLINE COMPUTER -AUTO -MANUAL CATALOGUE CIRCUIT BREAKER CENTER TO CENTER CENTRAL CONTROL SYSTEM COLUMN FOUNDATION CABLE FURNISHED WITH EQUIPMENT CAST IRON CAST IN PLACE, CAST IRON PIPE CAST IRON SLIP PIECE CONSTRUCTION/CONTRACTION JOINT CHAIN LINK FENCE CLEAR COMPUTER -MANUAL CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT COMPANY COLUMN COMMUNICATION CONCENTRIC CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORP CORPORATION CP CONTROL PANEL CPT CONTROL POWER TRANSFORMER CRE CORROSION RESISTANT CRSI CONCRETE REINFORCING STEEL INSTITUTE CS CARBON STEEL CT CURRENT TRANSFORMER, CABLE TRAY CONTACTOR CTRD CENTERED CV CHECK VALVE D DRAIN DB DUCT BANK DBI DITCH BOTTOM INLET DC DIRECT CURRENT DES DESIGNATION DET DETAIL DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DIPS DUCTILE IRON PIPE SIZE Dry DIVISION DN DOWN, DAMPER DR DIMENSION RATIO DWG DRAWING DXS DOUBLE EXTRA STRONG E EAST(ING) EA EACH ECC ECCENTRIC EES EMERGENCY EYEWASH AND SHOWER EF EACH FACE, EXHAUST FAN EG SUCH AS EJ EXPANSION JOINT EL, ELEV ELEVATION ELB ELBOW ELEC ELECTRICAL EOP EDGE OF PAVEMENT EQ EQUAL ERCP ELLIPTICAL REINFORCED CONCRETE PIPE EST ELEVATED STORAGE TANK ETC ETCETERA EW EACH WAY EXIST EXISTING FBC FLORIDA BUILDING CODE F, FU FUSE F/F FINISHED FLOOR FAB FABRICATED FAC FLORIDA ADMINISTRATIVE CODE FCA FLANGED COUPLING ADAPTER FCV FLOW CONTROL VALVE FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDN FOUNDATION FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FDR FEEDER FE FLOW ELEMENT FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE, FIBERGLASS FH FIRE HYDRANT FIG FIGURE FIN FINISHED FIT FLOW INDICATING TRANSMITTER FJ FLANGED JOINT FL FLOOR FLEX FLEXIBLE FLG FLANGE(D) FND FOUNDATION FNPT FEMALE NATIONAL PIPE THREAD FO FIBER OPTIC FOS FAST -OFF -SLOW FOSA FAST -OFF -SLOW -AUTO FOSR FAST -OFF -SLOW -REMOTE FP FULL PENETRATION, FIELD PANEL FR FORWARD -REVERSE FREQ FREQUENCY FRP FIBER REINFORCED PLASTIC FS FLORIDA STATUTES, FAR SIDE, FLOW SWITCH FT FOOT G GROUND GAL GALLON GALV GALVANIZED GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERUPTER GND GROUND GPM GALLONS PER MINUTE GR GRADE GRTG GRATING GS GALVANIZED STEEL GSP GALVANIZED STEEL PIPE GST GROUND STORAGE TANK GV GATE VALVE H HIGH HA HAND AUGER HD HAND HDD HORIZONTAL DIRECTIONAL DRILL HDNS HARDNESS HDPE HIGH DENSITY POLYETHYLENE HHWL HIGH HIGH WATER LEVEL HK HOOK HOA HAND -OFF -AUTO HOR HAND -OFF -REMOTE HORIZ HORIZONTAL HP HORSEPOWER HPS HIGH PRESSURE SODIUM HR HANDRAIL HSP HIGH SERVICE PUMP HT HEIGHT HWL HIGH WATER LEVEL I&C INSTRUMENTATION AND CONTROL IC INTERRUPTING CAPACITY ID INSIDE DIAMETER IE INVERT ELEVATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS IF INSULATED FLANGE IJ ISOLATION JOINT INC INCORPORATED IPS IRON PIPE SIZE J, JB JUNCTION BOX JT JOINT KA KILOAMPERES KB KNEE BRACE KCMIL THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATTS KWH KILOWATT HOUR L LOWER LB, LBS POUND(S) LE LEVEL ELEMENT LEL LOWER EXPLOSIVE LIMIT LF LINEAR FEET LG LONG LIT LEVEL INDICATING TRANSMITTER UU LIGHT INTERFACE UNIT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LLWL LOW LOW WATER LEVEL LOS LOCKOUT STOP LR LONG RADIUS, LOCAL -REMOTE LS LIFT STATION LSIG LONG SHORT INSTANTANEOUS GROUND LWL LOW WATER LEVEL M MAGNETIC CONTACTOR COIL, MOTOR, MANUAL M/F MALE/FEMALE MAX MAXIMUM MC MODULATE -CLOSE MCC MOTOR CONTROL CENTER MCJ MASONRY CONTROL JOINT MECH MECHANICAL MES MITERED END SECTION MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MNPT MALE NATIONAL PIPE THREAD DESK AHOLMES DRAWN &RAMER un ionelmillps.1111111111159 CERTIFICATE OF AUTHORIZATION #1841 "cm TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 REIASIONS I BY IAPPM.1 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 MO MOTOR OPERATOR MP METERING PUMP MPH MILES PER HOUR MS MOTOR STARTER MSC MANUFACTURER SUPPLIED CABLE MT, MTD MOUNTED) MTL METAL MV MEDIUM VOLTAGE N NORTH(ING), NEUTRAL, NORMAL N/A NOT APPLICABLE NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NC NORMALLY CLOSED NE NORTH EAST NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEUT NEUTRAL NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NO NORMALLY OPEN NOM NOMINAL NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPT NATIONAL PIPE THREAD NPW NON POTABLE WATER NRS NONRISING STEM NS NEAR SIDE NSF NATIONAL SANITATION FOUNDATION NTS NOT TO SCALE NW NORTH WEST OC ON CENTER(S), OPEN -CLOSED) OCA OPEN -CLOSE -AUTO OCR OPEN -CLOSE -REMOTE OD OUTSIDE DIAMETER OF OVERFLOW 00 ON -OFF OOA ON -OFF -AUTO OOR ON -OFF -REMOTE OPP OPPOSITE ORP OXIDATION REDUCTION POTENTIAL OS&Y OUTSIDE STEM AND YOKE OSC OPEN -STOP -CLOSE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION P&ID PIPING AND INSTRUMENTATION DIAGRAM P/L PROPERTY LINE PB PULL BOX PCCP PRESTRESSED CONCRETE CYLINDER PIPE PCV PRESSURE CONTROL VALVE PE PLAIN END, POLYETHYLENE PET POLYETHYLENE TUBING PF POWER FACTOR PH HYDROGEN ION CONCENTRATION PH PHASE PI POINT OF INTERSECTION/PLANT INFLUENT PID PROPORTIONAL INTEGRAL DERIVATIVE PIT PRESSURE INDICATING TRANSMITTER PIV POST INDICATOR VALVE PL PLATE PLC PROGRAMMABLE LOGIC CONTROLLER PLCS PLACES POC POINT OF CONNECTION POE POINT OF ENTRY POJ PUSH ON JOINT PP POWER POLE PPE PERSONAL PROTECTIVE EQUIPMENT PRV PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSID POUNDS PER SQUARE INCH DIFFERENTIAL PSIG POUNDS PER SQUARE INCH GAUGE PSV PRESSURE SUSTAINING VALVE PT PRESSURE TREATED, POTENTIAL TRANSFORMER PV PLUG VALVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT PW POTABLE WATER WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA PWR POWER R RADIUS R/W, ROW RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RCPT RECEPTACLE RED REDUCER REF REFERENCE REINF REINFORCEMENT, REINFORCING REQ, REQUIRED REQ'D RGS RIGID GALVANIZED STEEL RJ RESTRAINED JOINT RM REMOTE MULTIPLEXING MODULE RMS ROOT MEAN SQUARE RPZ REDUCED PRESSURE ZONE RT RIGHT RTU REMOTE TELEMETRY UNIT SARV SURGE ANTICIPATOR RELIEF VALVE SBC STANDARD BUILDING CODE SCH SCHEDULE SCJ SAW CUT JOINT SDI STEEL DECK INSTITUTE SE SOUTH EAST SEC SECOND SF SLOWER -FASTER SHEC SHOULDERED -END COUPLING SHT SHEET SIM SIMILAR SJI STEEL JOINT INSTITUTE SM STATIC MIXER SP SPACING, SPACED SPD SURGE PROTECTIVE DEVICE SQ SQUARE SR STATE ROAD, SURGE RELIEF SRV SURGE RELIEF VALVE SS START -STOP SS, SST STAINLESS STEEL SSC SUPERVISORY SET POINT CONTROL SSRV SOLID STATE REDUCED VOLTAGE ST SHUNT TRIP STA STATION STD STANDARD STL STEEL STS STORMWATER SEWER SW SOUTH WEST, SWITCH SWD SIDE WATER DEPTH SWJ SOLVENT WELD JOINT SWPPP STORM WATER POLLUTION PREVENTION PLAN SY SQUARE YARD T, THK THICK T/ TOP OF T/B,T&B TOP AND BOTTOM TBM TEMPORARY BENCHMARK TEMP TEMPERATURE TGS THREADED GALVANIZED STEEL TGSP THREADED GALVANIZED STEEL PIPE TH TOTAL HEAD THERMO THERMOSTATIC THD THREADED TJB TERMINAL JUNCTION BOX TK TANK TOC TOP OF CONCRETE TOS TOP OF STEEL TOSJ TOP OF STEEL JOIST TOW TOP OF WALL TS TUBULAR STEEL TSF THICKENED SLAB FOOTING TSP TWISTED SHIELDED PAIR TURB TURBIDITY TYP TYPICAL UG UNDERGROUND UL UNDERWRITER'S LABORATORIES ULC ULTRASONIC LEVEL CONTROLLER LINO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTAGE, VOLTS VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VH VAPOR HEATER VIB VIBRATION ABBREVIATIONS VIF VERIFY IN FIELD VP VAPORIZER W WIDE, WATT W/ WITH W/0 WITHOUT WCJ WALL CONTROL JOINT WF WALL FOOTING WGT WEIGHT WP WORK POINT, WEATHERPROOF WSE, WATER SURFACE ELEVATION WSEL WT WEIGHT WV WATER VALVE WWF WELDED WIRE FABRIC XFMR TRANSFORMER XS EXTRA STRONG CUSTOM ABBREVIATIONS COZ CITY OF ZEPHYRHILLS SWFWMD SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ISO ISOMETRIC FOR ENGINEER OR RECORD r~� NOTES: 1. SEE LEGENDS AND PIPE SCHEDULE FOR ADDITIONAL ABBREVIATIONS. 2. NOT ALL ABBREVIATIONS MAY BE USED FOR THIS PROJECT. MICHAEL L. CLARK P.E. #48898 PROJECT NO: I DATE: 26110-025-011 MARCH 2O20 om W. I DWG NO: G3 F A 0 C 0 PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER GENERAL NOTES I F REFERENCED DATA E 0 0 0 cV 0 0 3 -41 w 0 nB N lei 0 C4 oA 0 0 w 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY DEUEL & ASSOCIATES (727-822-4151), A LICENSED PROFESSIONAL LAND SURVEYOR, DATED AUGUST 14, 2018. 2. RIGHT-OF-WAY LINES AND PROPERTY LINES OBTAINED FROM PASCO COUNTY PROPERTY APPRAISER'S GIS DATABASE. 3. ALL ELEVATIONS ARE REFERENCED TO NGVD 1929. THE SITE -SPECIFIC FACTOR TO CONVERT ELEVATIONS IN NGVD 1929 TO NAVD 88 IS NGVD-0.855=NAVD 88. THE HORIZONTAL DATUM IS BASED UPON NORTH AMERICAN DATUM 83/1990 ADJUSTMENT (NAD83/90), FLORIDA WEST ZONE. 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS ARE BASED UPON VISIBLE SURFACE EVIDENCE, AVAILABLE RECORD DRAWING INFORMATION AND SCHEMATIC INFORMATION PROVIDED BY UTILITY COMPANIES. INVERT, PIPE SIZE & TYPE AND DIRECTION WAS OBTAINED WHERE ACCESSIBLE. 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY PROFESSIONAL SERVICE INDUSTRIES, INC. REFER TO REPORT DATED OCTOBER 15, 2018, APPENDIX A OF THE PROJECT SPECIFICATIONS. GENERAL 6. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS (FDEP, FDOT, PASCO COUNTY BUILDING DEPARTMENT, ETC) OBTAINED FOR THIS PROJECT. 7. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 8. THE CONTRACTOR SHALL VERIFY THAT ALL CLEARANCES CAN BE MET. IF ANY CLEARANCES CANNOT BE MET, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING A MINIMUM OF 15 WORKING DAYS PRIOR TO CONSTRUCTING AND SUCH ITEM. CONSTRUCTION LAYOUT&IMITS OF CONSTRUCTION 9. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT AND ESTABLISHMENT OF ELEVATIONS OF NEW WORK. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 10. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING CONDITIONS 11. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING THE WORK. 12. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 13. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 14. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. UTILITY COORDINATION 15. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE 811 CALL OF FLORID9 AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.SUNSHINE811.COM, IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 16. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 17. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 18. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY THE CONTRACTOR'S WORK. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. SAFETY 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 22. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 23. ALL EXISTING SIGNS, FENCING AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. ACCESS/MAINTENANCE OF FACILITIES 24. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 25. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 26. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 27. CONTRACTOR SHALL CONSTRUCT NEW BELOW GRADE PIPING WITH A MINIMUM COVER OF 36" . IF A MINIMUM COVER OF 36" CANNOT BE ACHIEVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. 28. CONTRACTOR SHALL INSTALL MINIMUM OF 1 /4" THICK NEOPRENE PADDING BETWEEN PIPE AND SUPPORTS FOR DUCTILE IRON PIPE AND PIPE WITH COATINGS. DEm n AHOLMES DRAww JKRAMER ionqw. CERTIFICATE OF AUTHORIZATION *1841 CICKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 uk DA N REVISM I BY 1APPM.1 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 UTILITY SEPARATION 29. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 30. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 31. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. PROJECT SPECIFIC 32. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE WRITTEN CONSENT OF THE UTILITY OWNER. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING UTILITIES AND PAVEMENT THAT THE CONTRACTOR DAMAGES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. REPAIRS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE OWNER AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THESE DRAWINGS. 34. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW CONSTRUCTION, EQUIPMENT, AND PIPING TO THE CITY OF ZEPHYRHILLS WWTF. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING EACH CONNECTION WITH THE OWNER TO ENSURE THAT THERE ARE MINIMAL INTERRUPTIONS TO EACH SYSTEM. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND STABILIZING POWER POLES DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY PROVIDER AND COORDINATE WITH THEM. 36. CONTRACTOR SHALL REMOVE TREE(S) WHEN IN DIRECT CONFLICT W/ PROPOSED WORK, AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL OBTAIN PERMIT(S) REQUIRED. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA GENERAL NOTES 7.;-t; _3 I :1 MICHAEL L. CLARK P.E. #48898 F E C Z O F-- C.� M OC F- Z O B C.� O ILL PROJECT W. DATE A 26110-025-01 MARCH 2O20 G4 PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER F E c� 0 ui 0 c� N O 0 to N 0 U w 0 tY o_ I 0 �B N r w w m cl Y a rn 0 INFLUENT WASTEWATER INFLUENT SAMPLING - CBOD5 — TSS — FLOW MEASUREMENT MECHANICAL BAR SCREEN BYPASS W/ MANUAL BAR SCREEN MECHANICAL BAR SCREEN n LEGEND PROPOSED PIPING OR IMPROVEMENT EXISTING � ELECTROMAGNETIC FLOWMEfER PUMP (DRY PIT) �- PUMP (WET PfT) PUMP (PROGRESSIVE CAVfiY) OINSTRUMENT/PROBE OSAMPLING SUBMERSIBLE MIXER cio MIXER/AERATOR IN -PLANT LIFT STATION GRIT CHAMBER BYPASS GRIT HAMBE AERATOR \MIXER (TYP) SLUDGE HAULING TO CERTIFIED RESIDUAL MANAGEMENT FACILITY BELT FILTER PRESS 2 METER BELTS ilile-ill911v FILTER BACKWASH FLOW CONTROL GATE TWO -STAGE OXIDATION DITCH NO. 3 ANOXIC BASIN AERATION BASIN VOL: 0.18 MG C9- CLARIFIER VOL: 0.80 MG x DIAMETER: 85 FT ObRp m AREA: 5,675 SF VOL: 0.595 MG ANOXIC BASIN AERATION BASIN z VOL: 0.18 MG J W w OVOL: 0.80 MG WASTE ORP ACTIVATED ZTWO-STAGE OXIDATION DITCH N0. 2 C SLUDGE SUBMERSIBLE INFLUENT MIXER (TYP) 'LITTER BOX CLARIFIER EFFLUENT BOX DIAMETER: 85 FT AREA: 5,675 SF I I _ �, VOL: 0.595 MG z8- dD AERATION BASIN WASTE ACTIVATED SLUDGE VOL: 1.89 MG SLUDGE SLUDGE oft HOLDING TANK HOLDING TANK SINGLE STAGE OXIDATION DITCH NO. 1 VOL: 0.254 MG VOL: 0.254 MG RETURN ACTIVATED SLUDGE C AEROBIC DIGESTER DECANT TO PLANT SLUDGE TRANSFER VOL: 0.721 MG PUMP PUMP STATION STATION (2 PUMPS) CHLORINE CONTACT CHAMBER VOL: 171,500 GAL WET WELL FLOW MEASUREMENT EFFLUENT SAMPLING - FECAL - CL2 — CBODS — TSS — NITRATE —NITROGEN ionms un qw. CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE. SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 01 EFFLUENT PUMP STATION WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA RECLAIMED WATER STORAGE TANK VOL: 1.50 MG FILTER EFFLUENT SCUM PUMPS RECLAIMED WATER PUMP STATION (5 PUMPS) FILTER INFLUENT FILTER INFLUENT PUMP STATION (4 PRIMARY PUMPS do 1 REDUNDANT PUMP) FILTER PUMP DENT RIFICATION FILTERS RAPID INFILTRATION BASINS AREA: 37.8 ACRES TO PLANT REUSE WATER SYSTEM PROCESS FLOW DIAGRAM P.E. TO RECLAIMED WATER SYSTEM - LOCAL GOLF COURSE - CITY BALLFIELD - CITY PARK R. HOLMES U La w O ar_p mm m U a- .la F E PROJECT W. DATE: A 26110-025-01 MARCH 2O20 om W. aMc NO: G5 PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER N O O �L) N Q Of w z w 0 0 Q U w 0 Q c� w i I 0 04 O U w 0 ckf o_ i cn I o' o_ w N 0 I oB CV w Y N CD O N rn N 00 0 w Q U) 120 110 100 �Z11 EL 86.00 80 70 EL 83.0 HWL=107.48 AVG=106.63 LWL=106.34 BAR SCREEN HWL=106.59 AVG=105.74 LWL=105.36 HWL=97.01 AVG=96.92 HWL=94.32 LWL=96.86 AVG=93.19- HWL=104.34 LWL=92.86 AVG=103.98 HWL=101.75 LWL=103.82 AVG=101.48 WEIR EL 109.50 LWL=101.30 EL 96.75 EL 106.00T EL 105.00 EL 105.67 EL 103.50 WEIR EL 101.00 HWL=97.60 AVG=97.08 LWL=96.90 - EL 83.00 CL EL 85.00 CL EL 74.29 I , 60 HEADWORKS C=ABER SOSSCREENING GRIT FLOW SEGMENT SUMMARY UNIT PROCESS STRUCTURE DESIGN FLOW (MGD) No OF UNITS IN SERVICE FILTER PUMP STATION 11.25 1 TO 4 FILTERS 11.25 5 FILTER BYPASS 9.50 - NOTES: 1. EXISTING FLOW INFORMATION FROM MWH RECORD DRAWING DATED: 09/18/09. -LOW PLANT FLOW: 2.25 MGD -AVERAGE DAILY FLOW: 4.50 MGD -PEAK HOURLY FLOW: 11.25 MGD 2. DESIGN FLOWS SHOWN REPRESENT THE PEAK HOURLY FLOWS CALCULATED WITH ONE UNIT IN SERVICE FOR CLASS 1 RELIABILITY. 1 CL EL 74.42 FROM 2009 MWH RECORD DRAWINGS AND 2018 SURVEY HWL=91.07 AVG=90.18 _ LWL=90.01 WEIR EL 92.70 HWL=92.80 AVG=92.77 LWL=92.75 EL 99.50 TWO -STAGE OXIDATION DITCH TYP OF 2 TREATMENT FACILITY DESIGN FLOW DESIGN FLOW MGD PEAKING FACTOR AADF 4.50 -- MMADF 5.60 1.10 PDF 9.00 2.00 PHF 11.25 2.50 START UP 1.60 -- EL 75.24--1 Cl EL 73.94 120 100 �'I� 80 /0 60 EL--78.70 FINAL CLARIFIER (TYP OF 2 1 I I i i I HWL=90.00 IAVG=86.25 I LWL=78.001 !EL 93.55 I I I I I COMBINATION WEIR V-NOTCH EL 97.00- RECTANGULAR 98.00 � HWL=98.96 AVG=98.42 LWL=97.93� EL 100.00 EL 74.00 1 I I - FILTER PUMP STATION I WET WELL 1 I I I FROM 2009 MWH RECORD DRAWINGS AND 2018 SURVEY WEIR EL 87.00 HWL=87.70- EL 89.00 CHLORINE CONTACT BASIN TYPOF2 HWL=100.7 LE 74.00 HWL=96.55 AVG=96.50 LWL=96.45 HWL=92.56 AVG=92.50 LWL=92.45 WEIR EL 92.42 IEL 93.58 HWL=92.32 AVG=88.32 LWL=87.73 FILTER BYPASS FILTERS TYPOF5 GRAPHIC SCALE 120 o s 10 20 SCALE IN FEET 110 100 00 6() 120 110 100 90 No TO RECLAIMED WATER SYSTEM 80 - - - - � TO RAPID INFILTRATION BASINS r 1.5 MG RECLAIMED RECLAIMED WATER GROUND WATER PUMP F;�_ STORAGE TANK STATION APPROVED BY PROJECT NO: DATE: DESIGNED AHOLMES WASTEWATER TREATMENT FACILITY J26110-025-01 MARCH 2O20 DRAWN J K RAM ER onem rnun ADVANCED WATER TREATMENT UPGRADE HYDRAULIC PROFILE INDEX NO: DWG NO: CERTIFICATE OF ALE, FLORIDA32 41 / CITY OF ZEPHYRHILLS FLORIDA ANTHONY R. HOLM ES CHECKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLOIDA 32641 / (352) 377- 5821 , 66 LTR. DATE REVISIONS BY JAPPRD.1 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. #70809 6 U 3 0 O 0 I LO (V O O (D CV J Q W Z W 0 t!) U 0 Q U W Q Of 0 a_ M Q 0-1 O LO N O H U W O w a_ J _J S a_ W N Ma FM co N w W Y Q (D LO IZZ 0) O cV O \ O 6 W Q N PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER c� a 00 0 c� I Ln N 0 0 cV J Q Of W z w c� / 0 0 Q c� / cn w 0 Q ry 0 Q n CD CV / IiI Q o' Y n N N O N 0 W a RECLAIM WATER PUMP STATION AND HYDROPNEUMATIC TANK `Ar: w # . . . . . . . . . . . . . . . . . . . A I RECLAIMED WATER GROUND STORAGE TANK HEADWORKS SPUTTER AN �► oX OXIDATION DITCH N0.3� TWO-STAGE-.•�'"'� OXIDATION DITCH N0.2 �~ TWO —STAGE .. SLUDGE DEWATERING FACILITY POND 1 OND \� CLARIFIER ECONDARY SINGLE -STAGE IF E / OXIDATION - / DITCH NO.1 FLUDGE ' HOLDING ` / TANK °,�, / SLUDGE HOLDING AEROBIC TANK TERTIARY DIGESTER, ' y / FILTERS / w ` '► 0 CONTROL BUILDING CONTACT .. \ RINE / ' # � �CHAMBER SLUDGE PUMPING — �;' STATION W/ i, COMPRESSED AIR SYSTEM DESIGNED AHOLMES DRAWN JKRAMER LTR. DATE REVISIONS BY APPRD. CHECKED TFR I ED R I C H ADMINISTRATION A ''- BUILDING ones munds)) CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 POND 2 CONTRACTOR SHALL PRUNE TREES AS NECESSARY FOR CLEAN ACCESS. PRUNING SHALL BE IN ACCORDANCE WITH SECTION 02230, SITE PREPARATION, PART 3.06. B. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA C2 C3 C4 M3 s• POND 3 OVERALL SITE PLAN AND KEY MAP APPROVED BY MICHAEL L. CLARK P.E. #f48898 GRAPHIC SCALE 0 25 50 100 SCALE IN FEET - N PROJECT NO: DATE: 26110 025-01 MARCH 2O20 INDEX NO: DWG NO: G8 IF PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER F E oC �J [,d J w N w 0 r� M �B N a CV - rn 0 CV oA 0 DEMOLITION NOTES 1. THE DEFINITION OF DEMOLITION SHALL INCLUDE REMOVAL AND PROPER DISPOSAL OF FACILITIES, UTILITIES, STRUCTURES, AND THEIR ASSOCIATED APPURTENANCES. DEMOLITION SHALL NOT BE CONSIDERED TO INCLUDE ABANDON -IN -PLACE. ITEMS TO BE ABANDONED -IN -PLACE WILL BE INDICATED AS SUCH. 2. DEMOLITION MATERIALS SHALL INCLUDE ALL DEBRIS, MATERIALS, GRIT, MUD, SLUDGE, AND WATER FROM THE TANKAGE. THE CONTRACTOR SHALL COLLECT AND HAUL OFF ALL DEMOLITION MATERIALS FOR PROPER DISPOSAL OFF -SITE. 3. NOT ALL UTILITIES MAY BE SHOWN IN THE DRAWINGS. THE CONTRACTOR SHALL BE COGNIZANT OF OBSTRUCTIONS/UTILITIES THAT AFFECT WORK. UTILITY LOCATES SHALL BE PERFORMED WITHIN FIVE FEET OF ALL AREAS TO BE DISTURBED AND CONTINUOUSLY WITHIN FIVE FEET OF ALL BUILDINGS AND STRUCTURES TO BE DEMOLISHED. CONTRACTOR SHALL NOTIFY ENGINEER IF VARYING SITE CONDITIONS ARE FOUND. 4. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE; HOWEVER, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ALL MATERIAL QUANTITIES PRIOR TO BIDDING. 5. CONTRACTOR SHALL NOT COMMENCE DEMOLITION WORK UNTIL ALL UTILITIES HAVE BEEN VERIFIED TO BE DISCONNECTED AND ISOLATED. COORDINATE WITH ENGINEER AND OWNER FOR VERIFICATION OF LOCKOUT TAG OUT AND DISCONNECTION OF ALL SYSTEMS. DO NOT DEMOLISH ANY ELECTRICAL AND COMMUNICATION EQUIPMENT UNTIL IT HAS BEEN DE -ENERGIZED COMPLETELY, DISCONNECTED AND VERIFIED DE -ENERGIZED. UTILITIES TO REMAIN IN SERVICE UNLESS INTERRUPTION IS UNAVOIDABLE MAY TEMPORARILY BE TAKEN OUT OF SERVICE BY OBTAINING PRIOR APPROVAL FROM OWNER. 6. FACILITIES AND IMPROVEMENTS TO REMAIN SHALL BE CLEANED OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO PRE -CONSTRUCTION CONDITIONS BY PROJECT COMPLETION. 7. THE CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT, SURFACES AND STRUCTURES TO REMAIN INSIDE AND OUTSIDE THE LIMITS OF DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO PRE -DEMOLITION CONDITIONS ANY DAMAGE TO EXISTING EQUIPMENT, SURFACES, UTILITIES, STRUCTURES, AND OTHER FEATURES CAUSED BY DEMOLITION ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES AND STRUCTURES DURING CONSTRUCTION/DEMOLITION. 9. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED CLEARANCES CAN BE MET. IF ANY CANNOT BE MET NOTIFY THE COUNTY 14 DAYS PRIOR TO SCHEDULED DEMOLITION. 10. ALL EXISTING STORMWATER DRAINAGE PATTERNS AND CHANNELS SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORMWATER DRAINAGE PATTERN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS AND IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE TO CHANNELS AND DRAINAGE PATTERNS CAUSED DURING DEMOLITION. 11. CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO DRAINAGE DITCHES OR TRENCHES DUE TO DEMOLITION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A DRY OR WET WATERCOURSE. EROSION CONTROL SHALL CONSIST OF MULCH AND NETTING, FILTER CLOTH BARRIERS OR OTHER EROSION CONTROL METHODS APPROVED BY THE COUNTY. 12. ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED FROM THE PROJECT SITES BY THE CONTRACTOR WITHIN ONE WEEK OF REMOVAL FROM THE STRUCTURE OR ORIGINAL PLACE OF ORIGIN. 13. THE CONTRACTOR SHALL CUT FLUSH WITH ANY SURFACE TO REMAIN ANY ABANDONED PROTRUSIONS NOT SPECIFICALLY INDICATED IN THE CONTRACT DRAWINGS, INCLUDING BUT NOT LIMITED TO CONDUIT, ANCHOR BOLTS, AND ANY OTHER ITEM. THE CONTRACTOR SHALL GROUT PENETRATIONS IN SLABS TO REMAIN. 14. CONTRACTOR SHALL FILL ALL DISTURBED AREAS TO EXISTING ELEVATIONS, PLACE T OF TOPSOIL, GRADE THE SITE LEVEL, AND SOD ALL DISTURBED AREAS. L L.' ki rl' 1 - i101iii LEGEND DEMOLISH AND REMOVE ABANDON IN PLACE AND PLUG BOTH ENDS W/ NON -SHRINK GROUT * ok •8 , �2f SLOPE TO Q NEW PIPES ?. 6 2-30" RCP , TO BE ABANDONED. '. PLUG EACH END W/ NON -SHRINK GROUT . 1235 EXIST Cr PW cp � 'f��►fl���I�IIJ SLUDGE HOLDING TANK ionqw. un& CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SURE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 COACRLM x a sme CONCRt7f sTW > -24" RCP 0 BE REMOVED i 76 e4 ^ f , 20 f 1T7� 5' RCP " (SURVEYED BY JONES EDMUNDS, MAY 2019) •i w GRAPHIC SCALE ¢ 0 15 30 60 �? 8 �. SCALE IN FEET FDOT INDEX 250 ENDWALL AND RIPRAP (TYP) INV I i0 68.67 ti 7. 722. •0 N: 1412934.80 77 E: sos -O&RT A5.0 2j PIPES 7 STONE �...2-24" RCP ® 160 LF EACH INV EL 66.87 N: 1412781.90 -E: 605990.95 }� 4 � POND 3 CULVERT DEMOLITION AND REPLACEMENT 1" = 30' WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA DEMOLITION NOTES, LEGEND AND CULVERT PLAN P.E. R. HOLMES F E C PROJECT W. DATE: A► 26110-025-01 MARCH 2O20 Im No- DWG W. D1 F E 0 0 N O I N O O coo D N O La 0 cn C� 3 0 0 a U W 0 C� a- Z3 Q a. 3 0 C o NB rn r- O N ,A 0 PLOTTED: 3/24/2020 03:12 PM JOHN KRAMER P4 ----- LA SEE NOTE 1 EXIST 6' WAS EXIST 8` DR TO REMAIN - EXIST 247 FBP TO BE ABANDON EXIST 16" FE TO BE ABANDON BACK TO FITTING �Z/_�/�Z/72-J EXIST 10" DR n EXIST 8" DRY.{ Tn D"J A IAI i LJ\IJ 1 V 1 ww ` I I I I - - - - - - - - - - - - - - - - - - - - SEE D 1 FOR P11/111111, CONTUNUATION I v I v iC -------- --- :�—. —AQ— 20 SCALE IN FEET 1 POND 3 I w ff ■ ■ r\. 1. FILTER CONCRETE STRUCTURE TO REMAIN. F A 2. CONTRACTOR SHALL CUT (AS NECESSARY) AND PLUG EXISTING PIPE WITH NON -SHRINK GROUT AFTER A SUCCESSFUL START-UP AND TESTING OF THE NEW CONSTRUCTION. Z 3. DEMOLISH ELECTRICAL CONNECTIONS TO MOTORS AND ELECTRICAL _O EQUIPMENT BEING REMOVED. DEMOLISH CONDUITS AND WIRES BACK TO THE H SOURCE. V 4. REMOVE AND PROPERLY DISPOSE OF FILTER SAND MEDIA. 5. DEMOLISH FILTER EQUIPMENT, PIPING, VALVES, SUPPORTS, ELECTRICAL, AND Z CONTROLS. CONTRACTOR SHALL CUT AND CAP SMALL PIPING THAT WILL O B REMAIN BELOW GRADE. V OC 6. EXISTING HOSE BIBBS AND PIPING, LIGHTING, AND OUTLETS TO REMAIN. 0 ILL 7. EXISTING DRAIN PIPING USED TO DRAIN THE STRUCTURES TO REMAIN. 8. EXISTING WALKWAYS, GRATING HATCHES, HANDRAILS, AND STAIRS TO REMAIN. FILTERS DEMOLITION PLAN 9. PIPE AND OTHER PENETRATIONS AND EXPOSED REBAR SHALL BE SEALED BY 1" = 10' NON -SHRINK GROUT. 10. CUT AND GRIND ALL ANCHOR BOLTS TO FLOORS OR WALLS AND PATCH WITH NON -SHRINK GROUT. Demo AHOLMEs APPROVED WASTEWATER TREATMENT FACILITY BY �aE� W. DATE.26110-025-01 MARCH 2O20 ADVANCED WATER TREATMENT UPGRADE DEMOLITION PLAN EXISTING FILTERS DRAWN JKRAMER Jonqw!&�Arnund4sl CERTIFICATE OF AUTHORIZATION' $al CITY OF ZEPHYRHILLS FLORIDA CHECKED TFIRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 � ANTHONY R. HOLMES D2 VTR. (ATE REVEIOI�S BYmw- 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 170809 PLOTTED: 3/24/2020 03:12 PM JOHN KRAMER F E ps 0. H o_' kC 0 w 0 Q U oB co N tr w ]C 0- rn 0 r -i rn 0 NA Go 0 81`31/4` j 101-5)Q1 010.119! !' 1WOWA .r.!. ► �► ♦ A.A.A.�.A I INERT MIXER OTE 8 r r BLOWER I ►,TE -317 COMPRESSED AIR SYSTEM DEMOLITION PLAN FROM SLUDGE PUMPING STATION NOTES: t. DEMOLISH ALL PIPING AND VALVES CONNECTED TO THE AIR COMPRESSORS, AIR DRYER AND AIR RECEIVER AND ABOVE GRADE PIPING INSIDE AND OUTSIDE THE BUILDING. CONTRACTOR SHALL CUT AND CAP PIPING THAT WILL REMAIN. 2. DEMOLISH ELECTRICAL CONNECTIONS TO MOTORS AND ELECTRICAL EQUIPMENT BEING REMOVED. DEMOLISH CONDUITS AND WIRES BACK TO THE SOURCE. 3. DEMOLISH FUR COMPRESSORS, AIR DRYERS, AND AIR RECEIVER. 4. PIPE AND OTHER PENETRATIONS AND EXPOSED REBAR SHALL 8E SEALED BY NON -SHRINK GROUT. 5. CUT AND GRIND ALL ANCHOR BOLTS TO FLOORS OR WALL AND PATCH WITH NON -SHRINK GROUT. un ion�.-7&.Wll CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD. GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE. SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 GRAPHIC SCALE 0 1.5 3 6 SCALE IN FEET GRAPHIC SCALE 0 1 2 4 F SCALE IN FEET --I---....._... L _....__-_r--- l ' war i FILTER OR ARD GI I I I 1 r U N r I I � I 14 jai ►.���r �•,♦�•, �►�ir a 1,xWN FAR ;�� 1 ♦♦t♦♦4 !♦♦♦♦♦� ►♦♦♦♦♦♦ ON oPRIX w .... r. rA �r�L rr., r..—r+ra �r��r—. a .—ry SEE M3 k M4 FOR CONTINUATION OF DEMOLITION SEE NOTE t FILTER FORWARDING PUMP STATION DEMOLITION PLAN WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA NOTES: 1' = 2' 1. CONTRACTOR SHALL CUT (AS NECESSARY) AND PLUG EXISTING PIPE WITH NON -SHRINK GROUT AFTER A SUCCESSFUL START-UP AND TESTING OF THE NEW CONSTRUCTION. 2. DEMOLISH ELECTRICAL CONNECTIONS TO MOTORS AND ELECTRICAL EQUIPMENT BEING REMOVED. DEMOLISH CONDUITS AND WIRES BACK TO THE SOURCE. 3. TWO EXISTING TURBIDITY SAMPLE PUMPS TO BE REMOVED AND REUSED AT THE NEW FILTER EFFLUENT AS SHOWN ON DRAWING M8 AND ELECTRICAL DRAWINGS. 4. DEMOLISH VERTICAL TURBINE PUMPS, MOTORS, CONNECTED EQUIPMENT, PIPING, VALVES, SUPPORTS, ELECTRICAL, AND CONTROLS. 5. INSTALL BOLTED -ON GALVANIZED STEEL PLATE TO COVER THE PUMP PENETRATIONS AFTER DEMOLITION OF THE PUMPS. OTHER PENETRATIONS AND EXPOSED REBAR SHALL BE SEALED WITH NON -SHRINK GROUT. 6. EXISTING HOSE BIBBS AND PIPING, LIGHTING, AND OUTLETS TO REMAIN. 7. EXISTING DRAIN PIPING USED TO DRAIN THE STRUCTURES TO REMAIN. 8. EXISTING WALKWAYS, GRATING HATCHES, HANDRAILS, AND STAIRS TO REMAIN. 9. CUT AND GRIND ALL ANCHOR BOLTS TO FLOORS OR WALLS AND PATCH WITH NON -SHRINK GROUT. DEMOLITION PLANS - EXISITING COMPRESSED AIR SYSTEM AND FILTER PUMP STATION 'k'111 71 NTHONY R. HOLMES .E. #70809 r `i I 1 E C PRIl W DATE: A 26110-025-01 MARCH 2O20 HIM W. Dwc W. D3 PLOTTED: 3/24/2020 03:12 PM JOHN KRAMER F m 0 U Lo N O CD to N J U t� 0 U In uj 0 w Cl) tZ �I Q o_ I C 0 ago 0 'vw IB co (V cr_ w Y Q O vi O N oA 0 m w LEGEND ---- MATCHLINE — — PROPERTY LINE 85 PROPOSED CONTOUR 85 X -SF-SF- -TB-TB LOC —wm LTR. I BhTE r-� EXISTING CONTOUR CHAIN LINK FENCE SILT FENCE TURBIDITY BARRIER LIMITS OF CONSTRUCTION WATER MAIN GRADE BREAK EXISTING WATER MAIN FULL DEPTH ASPHALT PAVEMENT CONSTRUCTION REMOVE AND RESTORE ASPHALT PAVEMENT CONCRETE TYPE B STABILIZATION (SECTION) LIMEROCK (SECTION) COMPACTED SOIL [��T12 GEOGRID FDOT #57 STONE DBI W/ STORM PIPE MES W/ STORM PIPE FLOW ARROW FINISHED GRADE SPOT ELEVATION PROPOSED SIGN FLAG POLE SOIL BORING DRAWING DESIGNATION UTILITY CONFLICT BENCHMARK FIRE HYDRANT ASSEMBLY DEmn AHOLMES mvm JKRAMER SURVEY LEGENDS SYMBOL LEGEND LEGEND A/C AIR CONDITIONER - - BACK FLOW PREVENTION DEVICE © LIFT sTATIDN ADA AMERICANS WITHDISABILITIES ACT © BoL ARO UGHi POE BFPD DETECTIBLE BACK FLOW PREVENTION DEVICE © CABLE TV BOX M SCEL ANEOUS TREE (C) CALCULATED ® aF�wour MONTroRINc WELL CBW CCR CONCRETE BLOCK WALL CERTIFIED CORNER RECORD ® COmwYE LCHT POLE 0 NAB AND olsac (sco t CLF CENTERLINE CHAIN LINK FENCE ■ CONCRETE MONUMENT (FOUND) 0 Ow TREE CMP CORRUGATED METAL PIPE ❑ CONCRETE MONUMENT (SET) PALM TREE CONC. C/T CONCRETE CURB TIE e CR(M WALK POLE PINE TREE CRW CONCRETE RETAINING WALL ® NALL & DISK ( DB EOD DEED BOOK EDGE OF DIRT ROAD © ELECTRIC Box 9 PK NAIL do DISK (FOUND) EP ELEV. (F) FCIR FCM EDGE OF PAVEMENT ELEVATION FIELD FOUND CAPPED IRON ROD FOUND CONCRETE MONUMENT POg POC POINT OF BEGINNING POINT OF COMMENCEMENT ❑E ELECTRIC METER POWER & LIGHT POLE IN ELECTwc TRANSFORMER POWEZ/UTUTY WOOD POLE .OPP ELEVATION o--m RAILROAD SAFETY ARM FFE FINISHED FLOOR ELEVATION PRM PERMANENT REFERENCE MONUMENT BACK x%- ELEVATION LM�E� © RECLAIMED WATER METER FIP FIR FOUND IRON PIPE FOUND IRON ROD PSM PROFESSIONAL SURVEYOR & MAPPER ETA RECLAIMED WAS VALVE FM&D FN&D FPC FOUND MAG NAIL AND DISK FOUND NAIL AND DISK FLORIDA POWER CORPORATION (NOW PVC PVCF P/T POLY VINYL CHLORIDE PIPE POLY VINYL CHLORIDE FENCE PAVEMENT TIE FIRE HYDRANT O RED MAPLE 09 GAS Ir MANHOLE KNOWN AS DUKE ENERGY) RCP REINFORCED CONCRETE PIPE © GAS METER ® SAWARY SEWER CLEANOUT F/T GI FENCE TIE GRATE INLET RNG. R/W RANGE RIGHT—OF—WAY GAS VALVE SKM ID. INV. IDENTIFICATION INVERT SEC. SAN. SECTION SANITARY In GRATE INLET 0 STD SEINER MANHOLE L LEGAL DESCRIPTION SCIR SET CAPPED IRON ROD cxnr WIRE m TELEPHONE SCO SANITARY CLEAN —OUT LB LICENSED BUSINESS SM&D SET MAG NAIL AND DISK PARKMIc SPACE TEMPORARY BENCHMARK HANDICAP MH NAVD88 MANHOLE NORTH AMERICAN VERTICAL DATUM SN&D SR SET NAIL AND DISK STATE ROAD 0 IRON PIPE (FOUND) ® TRAFFIC SIGNAL JUNCTION BOX NGS NO. OH OR 1988 NATIONAL GEODETIC SURVEY NUMBER OVERHEAD WIRES OFFICIAL RECORD BOOK SW/T TBM TOB TYOP SIDEWALK TIE TEMPORARY BENCHMARK TOP OF BANK TOE IRON Rao (FOUND) ® WATER METER 0 am Roo (SET) D�4 WATER VALVE 8 IRRIGATION CONTROL VALVE X x-CUT (FOUND) PB PG PLAT BOOK PAGE/PAGES TWP. TYPICALSLOPE SHIP TOWNTOWNVITRI IRWATION WATER VALVE YD 0 YARD DRAIN PLS PROFESSIONLAND SURVEYOR AL VCP WF LED CLAY PIPE WOOD FENCE SURVEYOR'S REPORT: 1. COORDINATES AND BEARINGS FOR THIS SURVEY ARE BASED UPON NORTH AMERICAN DATUM 83/1990 ADJUSTMENT (NAD83/90) FLORIDA WEST ZONE. THE HORIZONTAL CONTROL STATIONS UTILIZED FOR THIS SURVEY ARE AS FOLLOWS: 1) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "X40 165", PID AL8144, NORTHING 1,409,1 13.01, EASTING 606,858.95 2) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION " 1492 GPS 3", PID AL7940, NORTHING 1,424,285.81, EASTING 604,812.52 3) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "T40 167". PID AL8108, NORTHING 1,425,629.64, EASTING 606,606.61 4) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "P40 169", PID AL8080, NORTHING 1,442,776.44, EASTING 606,633.30 2. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (5J-17.051 FAC), IS "COMMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10,000 FEET. THIS SURVEY EXCEEDS THIS STANDARD. 3. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 4. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON VISIBLE SURFACE EVIDENCE. INVERT, PIPE SIZE & TYPE AND DIRECTION WAS OBTAINED WHERE ACCESSIBLE. 5. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED. 6. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 7. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 8. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO DEUEL & ASSOCIATES AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. n mn oe u CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINFSVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 10. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. 11. ELEVATIONS ARE BASED ON THE FOLLOWING VERTICAL BENCHMARKS ALL USING NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) (INFORMATION TAKEN FROM NGS DATA SHEETS) 1) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "V 682", PID DK5510, HAVING AN ELEVATION OF 82.93' (NGVD 29) 2) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "W 682" PID DK551 1, HAVING AN ELEVATION OF 85.79' (NGVD 29) 3) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "X 682" PID DK5512, HAVING AN ELEVATION OF 84.99' (NGVD 29) 4) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "Y 682" PID DK5513, HAVING AN ELEVATION OF 78.56' (NGVD 29) 5) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "Z 682" PID DK5514, HAVING AN ELEVATION OF 84.07' (NGVD 29) 6) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "A 683" PID DK5515, HAVING AN ELEVATION OF 108.28' (NGVD 29) 7) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "B 683" PID DK5516, HAVING AN ELEVATION OF 99.39' (NGVD 29) 13. TREES 6" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER AT BREAST HIGH. SMALLER TREES, NON -PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION. ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN. 14. THIS SURVEY IS BASED ON U.S. SURVEY FEET 15. THE LIMITS FOR THIS RECORD SURVEY WERE SPECIFIED BY THE CLIENT. 16. THIS SURVEY CONSISTS OF SIX (6) SHEETS. EACH SHEET IS INTENDED TO BE USED IN CONJUNCTION WITH THE OTHERS AND IS NOT COMPLETE WITHOUT ALL SIX (6) SHEETS. 17. FIELD DATE: 8/14/2018. 18. THE PURPOSE OF THIS RECORD SURVEY IS TO SHOW SPECIFIC CONSTRUCTED IMPROVEMENTS AS INSTRUCTED BY THE CLIENT. 19. 01 ADDITIONAL TOPOGRAPHY AND MAPPING WITHIN CLOUDED AREA. FIELD DATE 2/7/2019. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA CIVIL NOTES 1. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW. DOT.STATE.FLUS/RDDESIGN/DESIGNSTANDARDS/STANDARDS.SHTM 2. EXISTING DRAINAGE STRUCTURES AND CULVERTS WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS PLACED. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL PRIOR TO PLACING CLEAN FILL 4. CONTRACTOR SHALL REMOVE AND REPLACE ALL NEW CONCRETE DAMAGED BY VANDALISM OR ANY OTHER CAUSE PRIOR TO ACCEPTANCE OF THE WORK. 5. EXISTING FEATURES ARE SHOWN LIGHT —LINED AND/OR SCREENED AND PROPOSED FEATURES ARE SHOWN HEAVY —LINED. 6. ALL DITCH BOTTOM INLETS SHALL BE CONCRETE WITH STEEL GRATES IN ACCORDANCE WITH FDOT STD INDICES 232 AND 233. MAINTENANCE OF TRAFFIC 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. CIVIL NOTES, ABBREVIATIONS AND LEGENDS ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION DB DITCH BLOCK DBI DITCH BOTTOM INLET E: EASTING E EAST ERCP ELLIPTICAL REINFORCED CONCRETE PIPE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION HP HIGH POINT K K VALUE L LENGTH, LEFT LP LOW POINT LBR LIMEROCK BEARING RATIO MES MITERED END SECTION MH MANHOLE N: NORTHING N NORTH NC NORMAL CROWN PC POINT OF CURVATURE PI POINT OF INTERSEC1ON PRC POINT OF REVERSE CURVE PS PUMPING STATION PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION RC REVERSE CROWN RCP REINFORCED CONCRETE PIPE RIBS RAPID INFILTRATION BASINS S SOUTH SI STANDARD INDEX STA STATION SY SQUARE YARDS Tan TANGENT VC VERTICAL CURVE W WEST DOUGLAS R. YOUNG P.E. 44204 F E C PROJECT W. DATE: A 26110-025-01 MARCH 2O20 INDEX NO: DWG NO: Cl PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER C' 0 cV O U I cV 0 0 cD N J U /V lJ V C) Q U can Ld 0 o' 0 Q WE u J cV O U) F— U LiJ 0 o' LLJ IV LL- 0 I O N i LLJ Q Y Q �Z Q cV 0 No 0 Lil Q cn K. ", � GRAPHIC SCALE 77.0 n n ^ \ - 0 5 10 20 TOB " - roTOB - - - _ SCALE IN FEET n�,y-- ^ nm �� 18� ^ 76. !Q n h o 1' y n ^ n O ASPHALT ^ .o PAVEMENT n" �^ m ^pv EPE16h h h a a — — — — — _ j 1 I I I n n a ^ EP ^v m ° p t6 ] D p p nm D D d r., lEz)� °G ^ `� �` D ° D i� D IIII DA 4 4 i% ° D d \° D D C ,\ c if IN \ D ° D D d D d ( I o N d O D ° D D IND * * + D ° A p p° D d ° D DIRT/GRAVEL/ I I I I + BROgN ASPHALT ROAD ° o lb to D ° D ° D IIII p — — — — — — — — — — — — - _ a n Y 1 AN° ° p ° t IN d \ I nh p n� Y 4 p ff lo �� I - E0D III n n ^� I g_1 B_3 * 1 I �b I I I / .�. Iv Iv --- - 605872.62 - _ -- R N: 1412883.60 I I I E: 605911.83 I I I Rb ; I N: 1412882.62 \ I E: 605881.06 g-5 v ev ' IIII 77.0-- o I TOV \ � r * TERTIARY ,� a FILTERS , N: 1412874.62 HA-5 E: 605877.71 n I 1 �`' I I •I I o N IV SLUDGE I I HOLDING TANK I *; ^y I. I ' I ( I I POND 3 IV 111V NOTE: 10 IIII REFER TO APPENDIX A OF THE PROJECT SPECIFICATIONS FOR THE GEOTECHNICAL I HA-2 �40 . � REPORT 1 I II i ry 0 \ \ \ \ \ \ \ \ \ \.��. N: 1412841. 1,. * E: 605846.19 Z rn` o 0 o —79.o ---- N: 141283 F— n n4' E: 605839.86 + n vry N ^HA-4 �- \0 Vm, ♦ ) ib Z n h N N N: 1412807.75 N n4i nQi O E: 605881.53 U IN - - _ TOB nmN: 1412802.66 0 - -- -- — — — - * - ^d ► _ } - — - --lb g-4 \ E: 605874.39 ILL IN J-vo V) \ ^J -- — o + \ \ y v nai \ v mro DESIGNED AHOLMES APPROVED BY PROJECT N0: DATE: WASTEWATER TREATMENT FACILITY EXISTING CONDITIONS PLAN AND DRAWN JKRAMER 26110-025-01 MARCH 2O20 JonesEdmunds! E ADVANCED WATER TREATMENT UPGRADE CERTIFICATE OF AUTHORIZATION #1841 BORING LOCATIONS INDEX NO: DWG NO: CHECKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (3S2) 377- 5821 CITY OF ZEPHYRHILLS, FLORIDA IDOUGLAS R. YOUNG C2 LTR. DATE REVISIONS BY JAPPRD.1 324 S HYDE PARK AVE, SMITE 250, TAMPA, FLORIDA 33606 / (81 3) 258- 0703 P.E. #44204 PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER F I SAW CUT PAVEMENT SAW CUT PAVEMENT l /'$1 ASPHALT PAVEMENT SECTION `5� SEE DETAIL (TYP) Lo o �D (V J U C9 0 Q U E o S H C� a_ �I Q I O �' I uj 0 / O U� LLI Of CL J J of CL W N REMOVE EXISTING PAVEMENT AND BEDDING 1 4 l CONCRETE SIDEWALK �� SEE DETAIL (TYP) I I I I I I I I I I I I I I I I I I I I I I I - J O TOB TOB- tD B- N - -. 42 O N �,A O 0 LTR. I DATE ccm TFRIEDRICH a 5.00' ° ° FILTER PUMP STATION WET WELL union,..-...... CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 `3` ��5 SEE DETAIL (TYP) F-. CIR co + 3.97' im lyy FILTER im PUMP STATION IOU im :RETE SIDEWALK 41 DETAIL OW) `C5 \ ` I no \ I I BOLLARD 2 ` SEE DETAIL (TYP) ,,.E5� c$ R20.00' a. w $ 8.00' R20.00' 3.50' a w 4.00' ° T o0 Sri CARBON FSTORAGE AIR AND FEED COMPRESSOR PAD r� BUILDING 14.00' WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA FILTER PUMP STATION MCC BUILDING GRAPHIC SCALE o s 10 20 F SCALE IN FEET CONCRETE SIDEWALK 4 ` SEE DETAIL (TYP) ,C�5 0 0 1Sri as 4 OVERALL SITE PLAN uAllar�C11,3111:T1 DOUGLAS R. YOUNG P.E. #44204 A C PROJECT W. DATE A 26110-025-01 MARCH 2O20 14m W. DWG W. C3 Ca O U I ui N O O c0 N J ►fir' s H U W O Of a. FIR ti O c0 N Ix W M Q Ix Y '7 6 W a ca 3 0 Sri 0 U to N O 0 co CV J 0 1 pal w O co N / a 0 w 0 N 0 0 a PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER F F CONCRETE DOME TO DRAIN CONCRETE FILLED 6" NOM 0 STD WT SCH 40 STL PIPE SLOPE TO DRAIN FIN GRADE E CONCRETE MIN 1 g' MIN NOTES: A. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED IN THE FIELD. D D B. PAINT ALL PIPING MATERIALS OSHA SAFETY YELLOW. FDOT #57 STONE DETAIL 1 BOLLARD DETAIL r�2�, NTS NTS RIGHT-OF-WAY I (VARIES) W -� Z 1'-2.5' WIDTH VARIES - 5' MIN. 1'-4„ SWALE 6' SHOULDER 14' ACCESS DRIVE 6' SHOULDER -' TYP. (VARIES) C (VARIES, SEE C o 'ROADWAY BASELINE OF CONSTRUCTION o ROADWAY (�') = a I STANDARDS) 1 1* SEE NOTE 2) 4� (3000 P.S.I.) CONCRETE �' (n(p) PROFILE GRADE LINE � � / A MAX. CROSS SLOPE OF 1 /2' (SEE NOTE 2) 6% VARIES 2% (1 /4" /Ff.) &COMPLY -- + FDOT INDEX 304 do 310 + + + + + + + + + + + + + + + + + + + + + + + + + + + - ,) i. ' �///Vzz A I I i 2.50 ASPHALTIC CONCRETE Z (TRAFFIC C, SP-12.5) 8" LIMEROCK (LBR 100) �' MIN. O SOD (AVG. SOD (AVG. DEPTH 1 1 /2") 12'° TYPE B STABILIZATION (LBR 40 MIN) DEPTH 1 1 /2") V 6" x 6" 10/10 W.W.F. (SEE NOTE 1 FOR OPTION) SUBGRADE COMPACTED TO 95% MAX. DENSITY PER AASHTO T-99 NOTES: Z B 1. IN LIEU OF WIRE WOVEN FABRIC CONTRACTOR MAY USE CONCRETE REINFORCED WITH FIBERMESH AS AN ACCEPTABLE O B ALTERNATE. V 2. SPECIAL ATTENTION SHALL BE GIVEN TO THE GRADED SOD PLACEMENT TRENCH. THE GRADING BY THE CONTRACTOR SHALL w PROVIDE A 1 /2" DROP FROM THE SIDEWALK TO THE TOP OF THE SOD. 0 3. SIDEWALKS ABUTTING DRAINAGE STRUCTURES SHALL BE LEVEL WITH THE TOP OF THE STRUCTURE. ILL 4. PROVIDE EXPANSION JOINTS BETWEEN ALL SIDEWALKS AND ALL STRUCTURES OR PAVEMENT. ASPHALT PAVEMENT SECTION DETAIL (TYP)j 3 NTS CONCRETE SIDEWALK DETAIL 4 NTS A Df51GNED AHOLMES APPROVED BYPROXCT W. DAM A WASTEWATER TREATMENT FACILITY 2s110-o25-01 MARCH 2O20 DRAWN JKRAMER Jones ADVANCED WATER TREATMENT UPGRADE DETAILS cNE TFRIEDRICH 730 NE WALDO CERTIFICATE OF AUTHORIZATION *1841 CITY OF ZEPHYRHILLS, FLORIDA x owe W. ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 DOUGLAS R. YOUNG VTR, DATE REVISIONS BY MPRD. � 324 S HYDE PARK AVE, SUITE 2S0, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 44204 C5 FDOT #57 STONE, 6' DEEP x 3'-0" WIDE MIN. OR AS INDICATED ON PLAN W/ GEOTEXTILE PER FDOT SI 199 00 TYPE D CURB PER STRUCTURE FDOT SI 300 E L EL VARIES (SEE PLANS) a . :.:::.:. \�\//\//\/lo IN e d e 1.5" 0 a j\\ o e PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER F E W p CV op 0 to N J 04 0 U w 0 a_ Li 0 U I oB co (V 0 cv A 00 0 0 w U) STORMWATER POLLUTION PREVENTION NOTES GENERAL 1. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF 13. CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 2. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE ENGINEER PRIOR TO ANY EXCAVATION. 3. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 4. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 5. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED AS SPECIFIED IN THE PLANS, FERTILIZED, AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED AND MULCHED AS SHOWN ON THE PLANS. 6. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL): 1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. STABILIZATION PRACTICES TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THESE AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH. THE SURFACE AREAS OF UNPROTECTED ERODIBLE EARTH EXPOSED BY CLEARING AND GRUBBING, EXCAVATION OR FILLING OPERATIONS SHALL BE KEPT TO A MINIMUM AS PRACTICAL. 14. PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED WILL BE STABILIZED BY SOD IN ACCORDANCE WITH THE LANDSCAPING PLANS AND/OR CONSTRUCTION PLANS. STRUCTURAL PRACTICES 15. STAKED SILT SCREENS - WILL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT OFFSITE AREAS FROM ANY POSSIBLE ADVERSE EFFECTS FROM SEDIMENTS. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1 /3 THE HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. THE SILT SCREEN SHALL BE INSPECTED ALONG WITH THE REST OF THE PROJECT ONCE EVERY SEVEN DAYS OR WITHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5". WHERE DEFICIENCIES EXIST, ADDITIONAL SILT FENCES SHALL BE INSTALLED OR REPLACED. ATTACHMENT OF SILT SCREEN TO EXISTING TREES WILL NOT BE PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. 8. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEMNG WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF -SITE DISCHARGE WHICH VIOLATES STATE WATER QUALITY STANDARDS. EROSION AND SEDIMENT TRANSPORT PREVENTION 9. THE WORK SPECIFIED IN THIS SECTION CONSISTS OF MEASURES REQUIRED TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS WITHIN AND FROM THE PROJECT AREA, SO AS TO PREVENT THE DEGRADATION OF RECEIVING WATERS, DETRIMENTAL EFFECTS ON PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT AND DAMAGE WITHIN THE PROJECT AREA. THESE MEASURES WILL INCLUDE THE CONSTRUCTION AND MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROLS. 10. CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO THOSE AREAS WHERE IT IS NECESSARY TO PERFORM FILLING OR EXCAVATION TO ACCOMPLISH THE WORK SHOWN ON THE DRAWINGS AND TO THOSE AREAS WHICH MUST BE ENTERED TO CONSTRUCT TEMPORARY OR PERMANENT STRUCTURES. AS SOON AS THE CONDITIONS WILL PERMIT, RIVERS, STREAMS, IMPOUNDMENT, STORMWATER STORAGE AND CONVEYANCE SYSTEMS AND ANY ONSITE RECEMNG WATER BODIES SHALL BE PROMPTLY CLEARED OF ALL OBSTRUCTIONS PLACED THEREIN OR CAUSED BY CONSTRUCTION OPERATIONS. RUNOFF FROM UNSTABIUZED AREAS SHALL BE DIRECTED TO AND TREATED THROUGH SILT FENCES BEFORE DISCHARGING FROM THE PROJECT AREA. EROSION PRACTICES 11. PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME. TEMPORARY CONTROL FEATURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP DURING CONSTRUCTION WHICH WERE NOT FORESEEN AT THE TIME OF DESIGN TO CONTROL EROSION PRIOR TO THE TIME IT IS PRACTICAL TO CONSTRUCT PERMANENT CONTROL FEATURES. 12. TEMPORARY EROSION CONTROL MAY BE USED IN CONTROLLING EROSION IN AREAS WHERE CONDITIONS NOT UNDER THE CONTROL OF THE CONTRACTOR, PRECLUDE COMPLETION OF A SECTION OF A PROJECT IN A CONTINUOUS MANNER, AND FOR CONTROLLING EROSION IN AREAS WHERE CONSTRUCTION OPERATIONS MUST BE PERFORMED SUBSEQUENTLY THAT WILL CAUSE DAMAGE TO PERMANENT EROSION CONTROL FEATURES. TEMPORARY EROSION AND WATER POLLUTION CONTROL FEATURES SHALL CONSIST OF, BUT NOT BE LIMITED TO, GRASS, TEMPORARY MULCHING, SANDBAGGING, SEDIMENT BASINS, SEDIMENT CHECKS/EARTH DITCH CHECKS, BERMS, FLOATING TURBIDITY BARRIERS AND SILT FENCE. D61prEo AHOLMES DRAWN &RAMER LR DATE RF ASM BY APPRD (��ECImD TFRIEDRICH un ion,........ CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 17. NOTE: THE FOLLOWING CONTROLS CONCERN DAY-TO-DAY ACTMTIES ON THE SITE. THE SITE SUPERINTENDENT IS RESPONSIBLE FOR SEEING THAT THEY ARE CARRIED OUT APPROPRIATELY. WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL DUMPSTERS AND THEN HAULED TO AN APPROVED DISPOSAL SITE. THE DUMPSTERS WILL MEET ALL COUNTY AND STATE SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. NO CONSTRUCTION WASTE WILL BE BURIED ON THE SITE. ALL PERSONNEL WILL BE INSTRUCTED IN THE CORRECT PROCEDURE FOR WASTE DISPOSAL. EMPLOYEE WASTE AND OTHER LOOSE MATERIALS, E.G., CUPS, CANS, BAGS, ETC., WILL BE COLLECTED SO AS TO PREVENT THE RELEASE OF "FLOATABLES" DURING RUNOFF EVENTS. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS, OR BY THE MANUFACTURER. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS IN A TIMELY MANNER MEETING ALL LOCAL AND STATE REGULATIONS. OFFSITE VEHICLE TRACKING 19. MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE SILT FENCE WILL NOT BE PLACED TO ENABLE ACCESS TO THE SITE. IF IT APPEARS THAT SIGNIFICANT AMOUNTS OF SEDIMENT ARE BEING TRACKED OFF THE SITE, GRAVEL ENTRANCES OR OTHER EQUIVALENT MEASURES ARE RECOMMENDED TO HELP DISLODGE THE SOIL, SEDIMENT AND DIRT BEFORE THE VEHICLES LEAVE THE SITE. TIMING OF CONTROL MEASURES 20. AREAS WHERE THE GROUND HAS BEEN DISTURBED AND CONSTRUCTION ACTIVITIES TEMPORARILY WILL CEASE FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA WHERE THE GROUND HAS BEEN DISTURBED, THAT AREA WILL BE STABILIZED WITH SOD OR OTHER SUITABLE STABILIZATION MATERIALS. AFTER THE SITE IS STABILIZED, ALL EXCESS SEDIMENTS AND DEBRIS WILL BE REMOVED FROM THE PONDS AND STORMWATER CONVEYANCE SYSTEM/STRUCTURES RECEMNG DIRECT RUNOFF FROM THE AREA. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA STORMWATER POLLUTION PREVENTION NOTES DOUGLAS R. YOUNG P.E. #44204 26110-025-011 MARCH 2O20 pw NO: I DWG NO: E ❑c L PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER F 3 0 0 U C 0 Rol LL- O U O B r- co N w 0 LAJ a ji STORMWATER POLLUTION PREVENTION PLAN THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. SITE DESCRIPTION AND GENERAL INFORMATION PROJECT NAME AND LOCATION WASTEWATER TREATMENT FACILITY, ADVANCE WATER TREATMENT UPGRADE, ZEPHYRHILLS FLORIDA. OWNER NAME AND ADDRESS CITY OF ZEPHYRHILLS 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA PROJECT DESCRIPTION THE PROJECT CONSISTS OF SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF MAJOR ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL SILT FENCE AS SHOWN ON PLANS. 2. STABILIZE CLEARED AREAS WITHIN 48 HOURS OF LAST DISTURBANCE. 3. COMPLETE GRADING AND INSTALL PERMANENT SODDING. 4. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE (E.G. SOD, SEED/MULCH, ETC) ANY REMAINING DISTURBED AREAS. SUFFICIENT PRECAUTIONS SHALL BE TAKEN TO PREVENT POLLUTION OF STREAMS, CANALS, LAKES, RESERVOIRS, WETLANDS, AND OTHER WATER IMPOUNDMENTS. ALSO, OPERATIONS SHALL BE CONDUCTED AND SCHEDULED SO AS TO AVOID POLLUTION OR SILTATION OF STREAMS, WATER BODIES, ETC. INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WIiHN 24 HOURS OF THE 00 OF A STORK EVENT THAT IS 0.50 ACHES OR GREATER INSPECTOR: FDEP WOES SIORYTNATER IDENTIFICATION NUMBER: FLR10 LOCATION RAIN DATA TYPE OF CONTROL (SEE eELOMI) DATE INSTALLED / MODIFIED CURRENT CONOTiION (SEE BT]-011r) CORRECTIVE ACTION / OTTER REiARKS DADA►, � « ••a� � � a• 1. SILT FENCE 10. STORY DRAIN NIET PROTECTION 19. REWORCED SOIL REUMNMIG SYSTEY 28. TREE PROTECTION 2. EARTH DIES 11. VEGETATIVE BUFFER STRIP 20. GABION 29. DETENTION POND 3. STRUCTURAL DIVISION 12. VEGETATIVE PRESERVATION AREA 21. SEDIAE NT BASIN 30. RETENTION POND 4. SWALE II RETENTION POND 22. TEMPORARY SEED / SOD 31. WASTE DISPOSAL / HOUSEKEEPING 5. SEDWE NT TRAP It CONSTRUCTION ENTRANCE STABILIZATION 23. PERMA *XT SEED / SOD 32. DAY 6. CHECK DAM 15. PERMETE R DITCH 24. MULCH 33. SAND BAG 8. PPE SLOPE DRAM 16. CURB AND GUTTER 25. HAY BALES 34. OTHER 9. LEVEL SPREADERS 17. PAVED ROAD SURFACE 26. GEOTEXTILE 9. LEVEL. SPREADERS I& ROCK OUTLET PROlECT10N 27. RIP -RAP INSPECTOR MNFORINTIOW NAME QIWJFKXION DATE THE ABOVE SM7URE ALSO SHALL CERTIFY THAT THIS FACILITY IS N COMPLIANCE WITH THE STORMMNTER POLLUTION PREVENTION PLAN NO THE STATE OF FLIORM GEIMBC PERMIT FOR STORIM 70 DISCIORGE FROM LARGE NO SWILL CONSTRUCTION ACTIVITIES IF THERE ARE NOT MY INCIDENTS OF DEI4M ABOVE. s s s s s s "I CERTIFY UNDER PEMLTY OF IN THAT THIS DOCLUDIT AND ALL ATTACHMMTS WERE PREPARED UNDER MY DRECTION OR SIIPEIMION N ACCORDANCE WITH A SYS" DESIGNED 70 ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EYM JATED THE INFORMATION SUBMITTED. BASED ON YY NOURY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEK OR THOSE PERSONS ORECTLY RESPONSIBLE FOR GAD40 MNG THE MNFORd111TKK THE INFORMATION SUBMITTED IS. TO THE BEST OF MY KNOWLEDGE AND 00EF. TRUE. ACCUPATT:. AND COMPLETE 1 AM AWARE THAT THERE ARE SO4FICNNT PEN&71ES FOR SUBMITTING FALSE INFORMATION. INCLUDING THE POSSIBILITY OF FINE AND I PPo90NIlE NT FOR KNOWING VIOLATIONS." NAME (RESPONSIBLE IIUTHIORBlt7 DATE De mcD AHOLMES DRAWN JKRAMER VTR. DATE REVOM BY APM C�EacED TFRIEDRICH • � 1 a r as � - . � . •.a too •#. •�I��I��I �I��I��I lit v:1-7"12 STANDARD DETAIL TRENCH MATH NATIVE BACKFILL 9' MAX. (RED) STORAGE HT. 1 Y MIN. ion mun es CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD. GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 PONDING HEIGHT EXTRA STRENGTH FILTER FABRIC NEEDED NTHOUT MARE MESH SUPPORT i■■■■■■IM ■I■■■■■■■/" ■■■■m■■■■■■■■■■■IP' mill ■■■■■■■■■■■■■■�� mile■� -NI/ I a « /✓ RUNOFF NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT MAVEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED INSTALLING A TO AN AREA THAT MALL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE FILTER FABRIC SILT FENCE '�,,,CE STABILIZED- 3. LACED ON SLOPE 5< CITY INDEX NO. 607; 3 OF 3 CONTOURS TO MAXIMIZE PONDING EFFICIENCY. N.T.S. ALTERNATE DETAIL TRENCH NTH GRAVEL SILT FENCE DETAIL 10 Hrs WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA STORMWATER POLLUTION PREVENTION PLAN RUNOFF WATER WITH SEDIMENT 1.5FT IMENT FDOT COARSE AGGREGATE NO 1 GRAVEL (1FT DEPTH) WIRE MESH/ FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER DETAIL NTS DOUGLAS R. YOUNG P.E. #44204 F E C Z 0 V U) Z 0B 0 w 0 LL PROJECT W. DATE: A 26110-025-01 MARCH 2O20 om W. DWc NO: C7 PLOTTED: 3/24/2020 03:14 PM JOHN KRAMER MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES F ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. 1. ALL CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF ANY RAINFALL EXCEEDING 0.5 INCHES AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING% 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF ITS REPORTING. E 3. ALL DRAINAGE STRUCTURES WILL BE INSPECTED FOR DEPTH OF SEDIMENTS. SEDIMENTS WILL BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED. 4. PERMANENT SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ANY DEFICIENCIES SHALL BE CORRECTED. 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 6. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 7. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE o0 PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. Lo o D 8. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. THE SILT SCREEN SHALL BE INSPECTED IMMEDIATELY AFTER EACH 0, RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. WHERE DEFICIENCIES EXIST, ADDITIONAL SILT FENCES SHALL BE INSTALLED OR REPLACED. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1 /3 THE c� HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL o DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT o SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. a A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. o THESE INSPECTION REPORTS WILL BE KEPT AS A PART OF THE STORMWATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE (3) YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. A COPY OF THE INSPECTION REPORT FORM IS PROVIDED 5 INVENTORY OF BUILDING MATERIALS EXPECTED TO BE PRESENT ONSITE o� 1. MATERIALS PRESENT ONSITE DURING CONSTRUCTION WILL INCLUDE THOSE C NORMALLY ASSOCIATED WITH THIS TYPE OF CONSTRUCTION: 0 I CONCRETE, STEEL REINFORCING BARS AND RELATED MATERIALS, LUMBER, N PAINTS, PETROLEUM BASED PRODUCTS. 0 MATERIAL MANAGEMENT (POLLUTION PREVENTION) PRACTICES U w o THE FOLLOWING MATERIAL MANAGEMENT PRACTICES WILL BE USED TO REDUCE a THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS ANE SUBSTANCES TO STORMWATER RUNOFF: J J y GENERAL PRACTICES w THE FOLLOWING GENERAL PRACTICES WILL BE FOLLOWED ONSITE DURING THE Iv CONSTRUCTION PROJECT: 0 1. SUFFICIENT PRECAUTIONS SHOULD BE TAKEN TO PREVENT POLLUTION OF WATER BODIES DIRECTLY OR INDIRECTLY WITH FUELS, OILS, BITUMENS, CALCIUM CHLORIDE, OR OTHER HARMFUL MATERIALS 0 `- E3 r- 2. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED N FOR THIS PROJECT. i 3. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY w MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. 4. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. o_ 5. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS to RECOMMENDED BY THE MANUFACTURER. rn 0 A DESIGNED AHOLMES Go DRAWN &RAMER CHECKED TFRIEDRICH VTR. DATE RDASK s BY APPRD 6. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED BEFORE DISPOSING OF THE CONTAINER. 7. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 8. THE SITE WILL BE INSPECTED DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. HAZARDOUS PRODUCTS THE FOLLOWING PRACTICES WILL BE UTILIZED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS: 1. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: 1. PETROLEUM PRODUCTS - ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 2. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER, POND SYSTEM, OR RECEIVING WATER BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. SPILL PREVENTION AND CLEANUP IN ADDITION TO THE MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 1. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATIONS OF THE INFORMATION AND CLEANUP SUPPLIES. 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA THAT IS ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BROOMS, DUST PANS, GLOVES AND PLASTIC AND METAL TRASH CONTAINERS, ETC. SPECIFICALLY FOR THIS PURPOSE. 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. 6. THE SPILL PREVENTION PLANS WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THIS TYPE OF SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, ITS CAUSE, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 7. THE CONTRACTOR SHALL REPORT ANY SPILL TO THE WRF LEAD OPERATOR, PUBLIC WORKS AND FDEP (IF APPLICABLE). CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE ONSITE PRACTICES SHALL COMPLY WITH THIS STORMWATER POLLUTION PREVENTION PLAN AS WELL AS REFLECT THE REQUIREMENTS OF THE: 1. FDEP'S NPDES GENERIC PERMIT FOR CONSTRUCTION ACTIVITIES, 62-621.300(4), F.A.C.) 2. ALL STATE REQUIREMENTS OF STORMWATER MANAGEMENT SYSTEMS UNDER CHAPTERS 4OD-4, 4OD-40 AND 4OD-400 OF THE FLORIDA ADMINISTRATIVE CODE, AS ADMINISTERED BY THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT IN ADDITION 33 CFR ADMINISTERED BY THE ARMY CORP OF ENGINEERS. ion,. m un& CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 2S0, TAMPA, FLORIDA 33606 / (813) 2S8- 0703 EROSION AND SEDIMENT CONTROL NOTES: 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN. THE 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING F STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR REPORTS AND RELATED DOCUMENTS. ROAD CONSTRUCTION. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER 21. EROSION/SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER ADDITION TO THOSE PRESENTED ON THE PLANS SHALL BE IMPLEMENTED POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES ADJACENT PROPERTY OR ROADWAYS. CONTROLS SHALL BE DESIGNED, PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER AND/OR CONTRACTOR TO ENSURE SURFACE WATER QUALITY CONDITIONS ARE IN 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS COMPLIANCE WITH THE WATER QUALITY STANDARDS. REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL 22. THE CONTRACTOR SHALL REPORT ALL OFFSITE SURFACE WATER COSTS TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. DISCHARGES WITH TURBIDITY IN EXCESS OF 29 NTUS (NEPHELOMETRIC TURBIDITY UNITS) ABOVE BACKGROUND LEVEL WITHIN 24 HOURS AFTER E 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM OCCURRENCE. NOTIFICATION SHALL INCLUDE CAUSE OF THE PROBLEM, TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, CORRECTIVE ACTIONS TAKEN AND INSTALLATION OF ADDITIONAL AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION/SEDIMENT CONTROLS NOT SHOWN ON THE APPROVED CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. CONSTRUCTION DRAWINGS. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. 23. THE CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1., FLORIDA ADMINISTRATIVE CODE, FROM THE CONSTRUCTION SITE BY TAKING 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT ADEQUATE MEASURES TO STABILIZE AFFECTED AREAS. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 24. FUEL AND OTHER PETROLEUM PRODUCT SPILLS SHALL BE CONTAINED, 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND CLEANED UP AND REPORTED IMMEDIATELY. STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA PAVING, GRADING & DRAINAGE NOTES: FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OF FDOT D CLEANING, ETC.) SHALL BE CONTAINED AND PROPERLY TREATED OR SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY DISPOSED. LOCAL OR COUNTY REGULATIONS. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION 2. ALL UNPAVED AREAS UNLESS OTHERWISE INDICATED IN PLANS DISTURBED BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN BY CONSTRUCTION SHALL BE REGRADED AND SODDED. AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS -OF -WAY 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THAT CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTSTER, 11. RUBBISH, TRASH, GARBAGE, LAOR OTHER SUCH MATERIALS SHALL BE ARE NOT IN AGREEMENT. THE MOST STRINGENT SHALL GOVERN. DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL VEGETATION IS WELL ESTABLISHED OR ADEQUATESTABILIZATION 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE OCCURS. PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 5. SOD, WHERE CALLED FOR IN THE PLANS, MUST BE INSTALLED AND CMAINTAINED 13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL BUT IN NO CASE MORE THAN 3 DAYS WHERE CONSTRUCTION HAS GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, TEMPORARILY CEASED. SEDIMENTATION OR TURBID DISCHARGES. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SIGHT. 15. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES z O ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. F- V 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN F- THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE co) STABILIZATION OF THE SITE. 0 E3 17. ON -SITE AND OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION 0 OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA IL LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 19. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA APPROVED 81( PROJECT W. DATE A STORMWATER POLLUTION 26110-025-01 MARCH 2O20 PREVENTION PLAN 1NDD� W. DWG NO: DOUGLAS R. YOUNG P.E. #44204 C8 J Q tr r- U fkf cn U) 0 Z Q Q' 0 w 0 Q D' 0 O_ tL J _J CL w N rn (n cn w Z O ra O (V N 0 0 W Q V) PLOTTED: 3/25/2020 03:16 PM DAVID GENERAL STRUCTURAL NOTES GENERAL CONDITIONS CONCRETE (CAST4N-PLACE) ALUMINUM 1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL., AND SHOP DRAWINGS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE WORK DEPICTED ON THE DRAWINGS. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK. 3. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE, THE CONTRACTOR SHALL INITIALLY REFER TO MECHANICAL FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES PERFORMING WORK SUCH A DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS. 5. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. 6. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 7. STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN_ DESIGN CRITERIA BUILDING CODES AND REFERENCES: 1. 2017 FLORIDA BUILDING CODE, 6TH EDITION (FBC) 2. REINFORCED CONCRETE: WATER RETAINING ENVIRONMENTAL STRUCTURES: ACI 350-06 "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" ALL OTHER STRUCTURES: ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 3. STRUCTURAL STEEL- AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION 4. ALUMINUM: ADM1-2010, ALUMINUM DESIGN MANUAL 5. LIVE LOADS: WALKWAYS, STAIRWAYS AND LANDINGS: 100 PSF SLABS ON GRADE 300 PSF 6. WIND DESIGN CRITERIA RISK CATEGORY III ULTIMATE DESIGN WIND SPEED, VULT 140 MPH NOMINAL DESIGN WIND SPEED, VAM 108 MPH EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED FOUNDATIONS GEOTECHNICAL REPORT: 1. GEOTECHNICAL ENGINEERING SERVICES REPORT "PROPOSED ZEPHYRHILLS WWTF AWT UPGRADE, PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC (PSI), PSI PROJECT NO. 07752716, DATED OCTOBER 15, 2018. ANY INTERPRETATION OF THE CONTENTS OF THE GEOTECHNICAL REPORT IS THE RESPONSIBILITY OF THE CONTRACTOR 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 1. ALUMINUM DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE REQUIREMENTS. LATEST EDITION OF THE ALUMINUM DESIGN MANUAL. 2. ALL CONCRETE SHALL BE AIR -ENTRAINED WITH A MINIMUM OF 4,000 PSI COMPRESSIVE 2. ALUMINUM IN CONTACT WITH OR EMBEDDED IN CONCRETE OR MASONRY SURFACES SHALL STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED. BE COATED WITH A HEAVY COATING OF ALKALI RESISTANCE BITUMINOUS PAINT. 3. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494. 3. ALL BOLTS USED IN CONNECTIONS WITH ALUMINUM MEMBERS SHALL BE STAINLESS STEEL A316, UNLESS NOTED OTHERWISE. 4. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND AS SOON 4. ALL WELDING OF ALUMINUM STRUCTURES SHALL CONFORM TO "STRUCTURAL WELDING CODE AS FINISHING IS COMPLETED OR FORMS ARE REMOVED. - ALUMINUM", AWS D1.2, LATEST EDITION. 5. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE STAINLESS STEEL, NOTED. 1 _ STAINLESS STEEL PLATES, SHEETS AND STRUCTURAL SHAPES SHALL BE IN ACCORDANCE TO 6. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATIONS OF ASTM A240. CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS. 2. STAINLESS STEEL MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: REINFORCING STEEL a. EXTERIOR AND SUBMERGED USE: TYPE 316 1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE TYPE 316L (INHERE WELDED) FABRIC SHALL CONFORM TO ASTM A315 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. 3. ALL WELDING OF STRUCTURAL STAINLESS STEEL SHALL CONFORM TO "STRUCTURAL WELDING CODE - STAINLESS STEEL", AWS D1.6, LATEST EDITION. 2. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED: 4. STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 IN ACCORDANCE TO ASTM F593 UNLESS NOTED OTHERWISE. a. CONCRETE CAST AGAINST EARTH 3" b. FORMED SURFACE IN CONTACT WITH SOIL, SEWAGE, 2" FLOTATION CONSIDERATION WATER OR EXPOSED TO WEATHER 1. STRUCTURES WERE DESIGNED TO BE NON -BUOYANT AFTER THEY ARE PLACED INTO 3. LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT SHOWN ON THE OPERATION. THEREFORE THE STRUCTURES MAY BE BUOYANT DURING CONSTRUCTION. DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES FROM FLOTATION DURING CONSTRUCTION REGARDLESS OF GROUND WATER LEVELS UNTIL STRUCTURES ARE PLACED 4. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE INTO OPERATION_ WITH ACI 315 REQUIREMENTS. COMPACTION GROUTING 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO PERFORM COMPACTION GROUTING PROGRAM FOR SINKHOLE MITIGATION PURPOSES. REFER TO APPENDIX A.1 IN THE PROJECT SPECIFICATIONS FOR THE COMPACTION GROUTING SPECIFICATION WHICH INCLUDES GROUTING REQUIREMENT AND LOCATIONS OF GROUT POINTS ACROSS THE SITE. STONE COLUMNS (VIBRO REPLACEMENT) 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO INSTALL STONE COLUMNS (VIBRO REPLACEMENT) WITHIN THE FOOTPRINT OF THE FOUNDATION(S) OF THE FOLLOWING PROPOSED STRUCTURES: - TERTIARY FILTERS AND FILTER PUMP STATION WET WELL 2. THE STONE COLUMN INSTALLATION SHALL MEET OR EXCEED THE PERFORMANCE CRITERIA PROVIDED BELOW: - MINIMUM ALLOWABLE BEARING PRESSURE....................................................2,500 PSF (NET) - MAXIMUM TOTAL SETTLEMENT: ......................................................................... 1 1/2" - MAXIMUM DIFFERENTIAL SETTLEMENT............................................................314" 3. STONE COLUMN INSTALLATION SHALL BE MONITORED AND SHALL NOT DAMAGE OR DISRUPT ADJACENT STRUCTURES. REFER TO SPECIFICATION 02466 "STONE COLUMNS (VIBRO REPLACEMENT" FOR ADDITIONAL REQUIREMENTS. 711 N ORANGE AVE, STE A WINTER PAWL, FL 32789 PH: 321-972.4989 W E K I VA WMVA PROD. NO.1&169 FL ENG BUSINESS NO.31920 ENGINEERING DERM D.MORRIS DRAWN D.MORRIS WE ItF1MloNs gr IMPM.1 qccm J.SOBCZAK 5. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR WALLS AND SLABS SHALL BE AS FOLLOWS_ MINIMUM REINFORCING THICKNESS 6" 8" 10" 12" -16" 18" - 22" 24" REINF. EACH WAY #4 @ 12" #5 @12" #5 Q 12" #5 @ 12" #6 @ 12" #7 @ 17 LOCATION CTR CTR EF EF EF EF STRUCTURAL STEEL 1. DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND THE DESIGN DRAWINGS. 2. STEEL MATERIAL: a. W-SHAPED SECTIONS: ASTM A992, GRADE 50 b. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B a. ALL OTHER STRUCTURAL STEEL- ASTM A36 d. ALL PIPE: ASTM A53, GRADE B 3. WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70)OX. 4. BOLTED CONNECTIONS: a. MAIN CONNECTIONS: 3/4" DIA, ASTM A325 BOLTS. HOLES: 13/16" DIA CONNECTION SHALL BE "BEARING" TYPE WITH THREADS EXCLUDED FROM THE SHEAR PLANE b. SECONDARY CONNECTION: 314" DIA, ASTM A307 GRADE A BOLTS. a ALL CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. GUSSET PLATES SHALL BE A MINIMUM OF 3/8" THICK d. ALL COLUMNS AND POSTS SHALL HAVE MILLED ENDS FOR FULL BEARING AT BASE PLATES. n noun Jo CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 WATERTIGHTNESS OF REINFORCED CONCRETE WATER RETAINING STRUCTURES HYDROSTATICALLY TEST REINFORCED CONCRETE STRUCTURES WHICH WILL CONTAIN WATER PER SPECIFICATIONS AND IN ACCORDANCE TO ACI 350.1-TIGHTNESS TESTING OF ENVIRONMENTAL ENGINEERING STRUCTURES. ALL REPAIRS AND RETESTING OF TANKS SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATION 01810 "WATERTIGHTNESS FOR HYDRAULIC STRUCTURES" FOR TESTING REQUIREMENTS. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA ® Jones Edmunds Z STRUCTURAL ABBREVIATIONS & AND EXP EXPANSION PEMB PRE-ENGINEERED AT FE FIRE EXTINGUISHER METAL BUILDING # NUMBER FF FAR FACE, FINISHED PERP PERPENDICULAR ADDTL ADDITIONAL FLOOR PL PLATE ALUM ALUMINUM FG FINISHED GRADE PLF POUND PER LINEAR AEWS AUTOMATIC END FRP FIBER REINFORCED FOOT WELDED STUD(S) PLASTIC PT PRESSURE TREATED ALT ALTERNATE FT FOOT PROJ PROJECTION APROX APPROXIMATELY) FTG FOOTING PSF POUNDS PER SQUARE BLD BUILDING FV FIELD VERIFY FOOT BM BEAM GA GAGE PSI POUNDS PER SQUARE BOT BOTTOM GALV GALVANIZED INCH CJ CONTROL JOINT HK HOOK PVC POLYVINYL CHLORIDE CL CENTER LINE HORIZ HORIZONTAL R RADIUS CLR CLEAR HSS HOLLOW STRUCTURAL REINF REINFORCING CMU CONCRETE MASONRY SECTION REQD REQUIRED UNIT HP HIGH POINT RO ROUGH OPENING COL COLUMN ID INSIDE DIAMETER SCHED SCHEDULE(D) CONC CONCRETE JT JOINT SIM SIMILAR CONN CONNECTION LB(S) POUND(S) Si SAWCUT JOINT CONST JT CONSTRUCTION JOINT LONG LONGITUDINAL SMS SHEET METAL SCREW CONT CONTINUOUS LP LOW POINT SPECS SPECIFICATIONS DIA DIAMETER MANUF MANUFACTURER SQ SQUARE DEG DEGREE(S) MATL MATERIAL SS STAINLESS STEEL DO DITTO MAX MAXIMUM STD STANDARD DWG DRAWING MECH MECHANICAL STL STEEL DWL DOWEL(S) MFR MANUFACTURER T/ TOP OF (E) EXISTING MIN MINIMUM TB TIE BEAM EA EACH MISC MISCELLANEOUS T&B TOP AND BOTTOM EF EACH FACE MO MASONRY OPENING THK THICK EJ EXPANSION JOINT MTL METAL THRU THROUGH EL ELEVATION NO NUMBER TOC TOP OF CONCRETE ELEC ELECTRICAL NTS NOT TO SCALE TOS TOP OF STEEL EMBED EMBEDMENT OC ON CENTER TYP TYPICAL EOC EDGE OF CONCRETE OD OUTSIDE DIAMETER UNO UNLESS NOTED EQ EQUAL OH OPPOSITE HAND OTHERWISE EW EACH WAY OPNG OPENING VERT VERTICAL EXIST EXISTING PCs PIECES WWF WELDED WIRE FABRIC LEGEND STRUCTURAL LEGEND APPLIES TO "S" SHEETS ONLY EARTH FILL '�' f CONCRETE -.' EXISTING UNDISTURBED EARTH CONCRETE COMPACTED GRANULAR FILL DEMOLITION `-'_�•�`= GROUT OR SAND (AS NOTED) STEEL GENERAL STRUCTURAL NOTES, ABBREVIATIONS & SYMBOLS GRATING ® PRECAST CONCRETE SYMBOLS SYMBOLS APPLY TO "S" SHEETS ONLY COLUMN OR WALL LINE TAG -ram ELEVATION TAG MV EL.O.00 SECTION NO. BUILDING SECTION INDICATOR DWG. NO. OF SECTION VIEW 1 71 DAVID S. MORRIS P.E. 174717 DETAIL NO. A DETAIL S00 INDICATOR DWG. NO INDICATES DETAIL SECTION CUT (WHERE SHOWN) z _O V Z O V w 0 PRMW N0: DATE: 26110-025-01 MARCH 2O20 mm W. DWG W. S1 PLOTTED: 3/25/2020 03:16 PM DAVID © Jones Edmunds 00 M 0 r- .i O CV N 0 6 Q m ra- 2 S5 AIIIIIIIIIIIIIIII 711 N ORANGE AVE, STE A MINTER PARK, FL 32789 PH: 321.972.4989 W E K I VA WEKIVA PRO.I. NO.18-169 FL ENG BUSNEM NO.31920 ENGINEERING LTR. 1 DAN T ` 2 s a T 5 s T s T T �o GRAPHIC SCALE ss s0 1 2 a a BY DRAWN D.MORRIS CHECKED J.SOBCZAK ion &=%&I E EME 0i CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 Q: ��fi� �w � ■ r •� � rre�� NOTES: 1. aDENOTES COLUMN MARK. SEE SHEET S9 FOR COLUMN SCHEDULE. 2. ALL PIPING UNDER PROPOSED STRUCTURE SHALL BE CONCRETE ENCASED BASE TO W OUTSIDE OF STRUCTURE FOOTPRINT. SEE STD DETAILS FOR PLAN P LAN ENCASEMENT DETAIL. 1�4•-1•-0• 3. STONE COLUMNS (VIBRO REPLACEMENT) SHALL BE INSTALLED AND TESTED FOR CONFORMANCE TO THE SPECIFIED PERFORMANCE CRITERIA PRIOR TO CONSTRUCTION OF BASE SLAB. REFER TO STONE COLUMN NOTES ON SHEET S1. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA 4. THE CONTRACTOR SHALL REVIEW AND CONFIRM THE DIMENSIONAL TOLERANCE REQUIREMENTS OF THE FILTER STRUCTURE WITH THE EQUIPMENT MANUFACTURER. THE STRUCTURAL SHALL BE CONSTRUCTED WITHIN THE ACCEPTABLE TOLERANCES. 5. THE CONTRACTOR SHALL COORDINATE / VERIFY ANY EMBEDS RELATED TO THE EQUIPMENT WITH THE EQUIPMENT MANUFACTURER DURING SHOP DRAWING REVIEW. FILTERS BASE SLAB PLAN DAVID S. MORRIS P.E. #74717 v ILL PROJECT NO. i DATE: 26110-025-011MARCH 2O201 Im W. 1 NG N0: S2 PLOTTED: 3/25/2020 03:16 PM DAVID ® Jones Edmunds U) / J Q I— U 0= H U) Z_ Q af w 0 Q CD O_ Z) L� Ke / V) z Z3 0 w w Z 0 / r•� i`i �i 0 W Q V) 1 S5 C00 711 N ORANGE AVE, STE A WINTER PARK, FL 32789 PH: 321.972-4989 W E K I VA WEKIVA PROD. NO.18-169 FL ENG BUSINESS NO.31920 ENGINEERING T T T S S P-01-W INTERMEDIATE PLAN PLAN 114"=1'-0" NOTES: 1. 61 DENOTES BEAM MARK SEE SHEET S9 FOR BEAM SCHEDULE. 2. ALL PIPING UNDER PROPOSED STRUCTURE SHALL BE CONCRETE ENCASED TO 5-0" OUTSIDE OF STRUCTURE FOOTPRINT. SEE STD DETAILS FOR ENCASEMENT DETAIL. GRAPHIC SCALE o 1 2 a a FEET f0 IRIZ Z 0 U) Z 0 OC 0 LL DesPIm D.MORRIS APPROVED BY � W. DAM TREATMENT FACILITY FILTERS 26110-025-01 MARCH 2020 DRAW D.MORRIS ion,.,,, u ADVANCED WATER TREATMENT UPGRADE CERTIFICATE of AUTHORIZATION #1s41 INTERMEDIATE PLAN CFEc J.SOBCZAK 730 NE WALDO ROAD, cAINESVILLE, FLORIDA 32641 / (352) 377-5821 CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS m LT, DAM RMM w 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 336M / (813) 258-0703 P.E. 74717 S3 PLOTTED: 3/25/2020 03:16 PM DAVID ® Jones Edmunds '1 E 00 z 0 w (n w z 0 / ®1 V a- rn O N N 0 C ALUM STAIR SET, SEE SHEET S14 2 S5 a- 711 N ORANGE AVE, STE A WKrER PAWL, FL 32M PH: 321.972.4989 W E K I VA WEKIVA PROD. "°.18-169 R ENG U NrESS NO.31920 ENGINEERING 1 z s a s 5 s � s s s �o GRAPHIC SCALE ss si s� 0 1 2 4 8 ag$ F IN FEET 1'-w I r4r 1'-w I 14-2" 14'--2" 1'-w I I,V 2' 1'4r 1'4r 14-2" 1'-w I 4'-0' NOTES: T/ STRUCTURE 1. REFER TO THE DRAWINGS FOR WEIRS AND ELEVATION OF PLAN WEIRS. P�w' 2. ALL OPENINGS IN ALUMINUM GRATING SHALL BE PROVIDED WITH 1/4'=1'4' BANDING IN ACCORDANCE WITH SPECIFICATION WAIO. 3. EQUIPMENT AND GRATING SUPPORT FRAMING PROVIDED BY THE EQUIPMENT MANUFACTURE SHALL BE RATED FOR A MINIMUM LIVE LOAD OF 100 PSF ON WALKING SURFACES. 514r . A DES M D.MORRIS WASTEWATER TREATMENT FACILITY APPROVO BY PRMM W. DATE DRAWN D.MORRIS ion mun FILTERS 26110-025-01 MARCH 2O20 CERTIFICATE OF AUTHORIZATION #1841 ADVANCED WATER TREATMENT UPGRADE T/STRUCTURE PLAN IBM W. IDW W. clEEacEn J.SOBCZAK 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-S821 CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS UR. DATE REVEM BY JAPM.1 324 S HYDE PARK AVE, SUITE 2SO, TAMPA, FLORIDA 336% / (813) 2S8-0703 P.E. 174717 S4 PLOTTED: 3/25/2020 03:16 PM DAVID 0 Jones Edmunds II I Ln V) / J Q Of Z) F--- U Q= F— U) U Z a 0 / w 0 Q of c7 a- L� �i 004 430 .•jEl O CV CV 0 0 W Q mI 11 4 n S is 0 711 N ORANGE AVE, STE A MI ER PARK, FL 32789 PH: 321.972.4989 W E K 1 VA WEIUVA PROD. NO.18.169 ENGINEERING FL ENG BUSINESS NO.31920 L1R. I DATE T T3 T T T 7 1 SECTION 1 T Al • Iu n• JAM%nwu TM a 1 2 3 4 5 6 7 8 9 TAI 1 •\I !1• •An•1E2A•• rvn oEgGwD D.MORRIS mm D.MORRIS es mion u CERTIFICATE OF AUTHORIZATION *1841 CFECKED J.SOBCM 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 By 10M.1 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 SECTION r 2 3116"=1'-W �3. WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA LL EL 1 B EL B ENLARGED WALL Sg SECTION c 4 N FINISHED GRADE PER "C" DWGS, TYP REQUIREMENTS (POURED IN 3 LIFTS MIN), TYP NOTES: 1. REFER TO THE "W DRAWINGS FOR WEIRS AND ELEVATION OF WEIRS_ FILTERS SECTIONS DAVID S. MORRIS P.E. 7471� GRAPHIC SCALE 0 2 4 8 "Mi-m" SCALE IN FEET Z _0 V U) Z 0 V w 0 I. PROJECT N0: DATE 26110-025-01 MARCH 2O20 IM NO. DWG W. S5 PLOTTED: 3/25/2020 03:17 PM DAVID ALUM GUARDRAIL, TYP ® Jones Edmunds C� 0 , (6 V) J Q F— U F— V) 0 z_ Q w 0 Q c� C Df U) Z 0 UJI V) w z 0 / 17 0 N cV 0 0 w a U) No T/ WALL EL 93.58 cm 4 (V 711 N ORANGE AVE, S7E A WKTER PARK, FL 32789 PH: 321.972.4989 ill E K I VA FL PRa� . "°.18-1 FL ENG BUSINESS NO.319M ENGINEERING - _ wmm D.MORRIS " -_ CHECKM J.SOBCZAK 4 (V T/ WALL EL 93.58 1/Y EXP JT 1 FILTER PUMP STA PAD, REFER TO SHEEI SEE'C' DWGS FOR SLAB ELEVATION T/ SLAB EL 74.00 ionmu n&10ERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (3S2) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 SECTION rY� SECTION 4 WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA MP FAIL WALL REINF PER SHEET S8, TYP G ENLARGED WALL S8 SECTION 0 SUMP PER PLAN �1 SLAB REINF PER PLAN ---i a - e #8@12- BOT, EW ADD (2) #8, EW, CENTER ABOUT SUMP, L= 8'-6' DRAINAGE SUMP DETAIL rA-**� S6 NOTES: 1. REFER TO THE %C DRAWINGS FOR WEIRS AND ELEVATION OF WEIRS. FILTERS SECTIONS DAVID S. MORRIS P.E. F7'47171 GRAPHIC SCALE o z a s 6j!!!" SCALE IN FEET E® DRAIN PIPE PER %r DWGS PROJECr W. DATE 26110-025-01 MARCH 2O20 woos W. NG W. S6 PLOTTED: 3/25/2020 03:17 PM DAVID A B T E PROVIDE PENETRATION IN GRATING W/ BANDING AT VALVE OPERATORS. COORDINATE W/ "W DWGS AND FILTER T MANUFACTURE, TYP OF (5) —� C� R� O (V CV 0 0 w Q U) ALUM GUARDRAIL, TYP Fir, WALKWAY AND EQUIPMENTISUPPORT PER MFR SEENOTES ON SHEET S4, TYP ALUM GRATING PER v PLAN, TYP T/ WALL EL 93.58 a � _ _ j WALKWAY SUPPORT T/ SLAB EL 89.92 �' _ — — — — — — — BM PER PLAN, TYP FILTER CONE PER • MFR, TYP FINISHED GRADE i PER "C" DWGS, TYP /0\/ // // a _- _ _ _ =s,t =ss' _ - __- i=__.,:.z: j�;—"'-: — .; •,.=.;:: �`c. T/ SLAB EL 74.00 a- Q - - •.- - ev a v d N e e... v: F T/ WALL EL 93.58 O (V 711 N ORANGE AVE, SW A WMNTER PARK, FL 32789 PH: 321.972A989 W E K I VA WElaVA PROS. NO.1&169 FL ENG BUSINESS NO.31920 ENGINEERING a . ENLARGED WALL �— PROVIDE 2,000 PSI GROUT FILL UNDER S8 SECTION CONES PER MFR REQUIREMENTS (POURED IN 3 LIFTS MIN), TYP SECTION 5 3/16"=1'-O" \" �.3,4 A B C D E FILL UNDER CONES PER MFR REQUIREMENTS (POURED IN 3 LIFTS MIN), TYP SECTION 6 unionesEd. CERTIFICATE OF AUTHOMZA11ON #1841 730 NE WALDO ROAD, GAINESVILLE, FLOWDA 32641 / (352) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 2S8-O703 ENLARGED WALL S9 SECTION T/ WALL EL 100.00 T/ WALL EL 96.50 1/2" EXP Jf MATL FLOW METER PAD, REFER TO SHEET S13 SEE "C" DWGS FOR SLAB ELEVATION O m N 9 N OD WALL REINF SECTIOI THIS SHEET, FORM SAV T/ WALL EL 93.58 _ T/ WALL EL 91.92 (3) #5 HORIZ #5@12" OC VERT N T/ SLAB EL 89.92 co (3) #5 LONG BARS #5@12" OC, SHORT BARS FORM SAVER DWLS WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA L' PLAN 40.4". 1'-W SECTION 1 - 1 ER SECTION 2 - 2 - GRATING EMBED ANGLE PER STD DETAILS, TYP WALL REINF PER SCHEDULE ON SHEET S8 FILTER TROUGH DETAIL A NOTES: 1. REFER TO THE "M" DRAWINGS FOR WEIRS AND ELEVATION OF WEIRS. FILTERS SECTIONS AND DETAIL DAVID S. MORRIS P.E. #74717 ® Jones Edmunds T/ WALL EL 91.92 0 N T/ SLAB EL 89.92 co PRWM W. DAM 26110-025-01 MARCH 2O20 ow W. NG NO. S7 �i 00 U) J Q o` H- U (r E-- V) Z Q w C) Q c9 Ea cn 0 z 0 w pli w Q Cl Q O .•i 0 (V (V 0 w Q <n PLOTTED: 3/25/2020 03:17 PM DAVID wn I U 0 ml0 w O W12G W12D W14D W12E W12B (BELOW) 0 0 F W20D W20D W20D W20A FILTER TROUGH, SEE DETAIL A SHEET S7 FOR REINFORCEMENT, TYP W12C WALL REINFORCING KEY PLAN NTS GRATING EMBED ANGLE PER STD DETAILS (WHERE OCCURS PER PLAN), TYP T/ WALL EL 100.00 W12D N , 5@8 OC, HORIZ, EF, TYP #5@12- OC, co VERT, EF W12F T/ WALL EL 93.58 930 a CHANNEL SLi C> CDg z REINF PER W1; � ON SHEET ; FORM SAVER HYDROPHILIC Dom' TYP WATERSTOP �U �N 4 W20D W20D i� --- W12A 3T LAP - - REINF PER MIN i WALL 20A, TYP m N cg CONT 1 1/2" 3: KEYWAY i W12A �I DETAIL A T/ WALL EL 100.00 #5@W OC, HORIZ, EF, TYP #5@12" OC, VERT, EF �q 0 - OC, DWL, EF 7/ SLAB EL 89.50 W12G DETAIL B N 4'-8' #5@6" TOP #5@1T T&B, TYP 0 #5@12- BOT #5@12- VERT & HORIZ REINF PER WALL W20A, TYP — W20C C Jones Edmunds — GRATING El PER STD DE OCCURS PE z 0. DETAIL C O /pw=1,"Vw JIB cC GRATING EMBED ANGLE GRATING EMBED ANGLE PER STD DETAILS (WHERE PER STD DETAILS (INHERE GRATING EMBED ANGLE OCCURS PER PLAN) OCCURS PER PLAN), TYP T/ WALL EL 93.58 PER STD DETAILS OCCURS PER PLAN) (WHERE T/ WALL EL 93.58 Ti WALL EL 93.58 6" T/ WALL EL 93.58 - OC, OC, HORIZ, EF, °Q #5@12- OC, — FORM SAVER DWL, H-4M CHANNEL SLAB REINF VERT, EF, TYP TYP HYDROPHILIC PER W12C THIS SHEET, - OC, WATERSTOP TYP a TiSLAB EL 89.92 LAG' TYP CONT 1 1/2' T/ SLAB EL 89.92 #6@8' OC, HORIZ, 4 #6@8- OC, HORIZ, EF, TYP c� KEYWAY A 04 EF, TYP #6 c�12", OC, TOP 3T LAP d a #6@72" OC, BOT HYDROPHILIC d MIN W12C WATERSTOP CONT 1 1 /2" #6@12- OC, #6@12" OC, g KEYWAY VERT, EF VERT, EF v #5@12" OC, #6@8- OC, HORIZ, HORIZ, EF, TYP 4 #5@12- OC, EF, TYP HORIZ, EF, - TYP a o� d of #6@12" OC, #5@12- OC, v VERT, EF a VERT, EF #5@12' OC, VERT, EF = a = VERT & HORIZ in d REINF PER WALL #7@6' OC, DWL, EF #7@6.00, DWL, EF W20A, TYP #mow OC, v Z 0 DWLS, EF 10 4 z _ #7 , z o w o WoE ? W W20E z ADD (2) #8 DW, M a/ 3 d w -2 aQ 0 z O CENTER ABOUT # " O co O Fo tr co jr SLAB REINF PER g U SUMP, L = 8'-6" DWLS, EF a n' a PLAN, TYP cD Z O SUMP PER PLAN 0 a. ao T/ SLAB EL 74.00� T/ SLAB EL 74.00 T/ SLAB EL 74.00 aT/ SLAB EL 74.00 w w w z o v 4 ^w se o a - o a Q cco O I - o 0 c V Q d N d d N m N /� /�\/� /�\/ SLAB REINF PER SLAB REINF PER \\/\ PLAN TYP �\ \\/\ SLAB REINF PER Uzi DRAIN PIPE PER PLAN, TYP W20A W20B PLA"' TMP W20D W12B W12A -M- DWGS 711 N ORANGE AVE, STE A WWTERPWFL3270 DETAIL rD DETAIL E DETAIL rF� DETAIL M PH: 321.972.490 VVMA PROJ. NO.16.169 3/8'=1'-W W E K I VA FL ENG WSINEW NO.31920 j- 3/8"=1'-0" 3/8'=1'-0" S7 3/8"=1'-0' ENGINEERING DESIGNO D.MORRIS WASTEWATER TREATMENT FACILITY APPRM BY Cr W. DACE nemunoiFILTERS 26110-025-01 MARCH 2O20 WMN D.MORRIS ADVANCED WATER TREATMENT UPGRADE Cq® J.SOBCZAK CERl7FICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 CITY OF ZEPHYRHILLS, FLORIDA WALL DETAILS DAVID S. MORRIS N . S8 LX DATE REVISIONS w 0M. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. 747 1 7 r�1 Li H 0 z M 0 w •w pli L,J Q U7 PLOTTED: 3/25/2020 03:17 PM DAVID 4'4r 1-4r 4'4r V-2" GRATING EMBED ANGLE PER STD DETAILS, TYP ALUM GRATING PER PLAN T/ WALL EL 100.00 " OC, HORIZ, EF, TYP #.5@12- OC, m VERT, EF 4 W12E T/ WALL EL 93.58 FORM SAVER _ DWL, TYP T/ SLAB EL 89.50 N HYDROPHILIC = WATERSTOP 4 N REINF PER WALL 20A SHEET S8, TYP 'v T/ SLAB EL 74.00 _ a N SLAB REINF PER PLAN, TYP W12G z o w m w #5@12" EW, T$B CONT 1 1/2" KEYWAY 0 I T/ WALL EL 96.50 W14D 8" OC, HORIZ, EF, TYP #5@12" OC, VERT, EF DETAIL A 3/8'=1'4r S7 W14A #5C18" OC, HORIZ, EF, TYP #5@12- OC, VERT, EF d #5@8" OC, HOW EF, TYP #5@12" OC, VERT, EF n , W12D DETAIL B 3Ar--l'Ow S7 © Jones Edmunds COLUMN SCHEDULE MARK a SIZE 14"xl4" LONGITUDINAL REINF (10) #7 TYPE A DOWELS (10) #7 TIES #4@8 VERTICAL REMARKS BARS TO PROJ. INTO BEAM T/ WALL EL 100.00 DC, EF, TYP EF OC, F JMN C1 T/ SLAB EL 89.50 T/ SLAB EL 74.00 TOP BARS o = a w 0 u� m BEAM WIDTH SEE SCHED BEAM "B1" SLAB REINF PER PLAN, TYP SIDE BARS AT MID -DEPTH OF BEAM BOT BARS a U N a a COLUMN TYPE "A" LENTON BAR TERMINATOR — T/SLAB EL 89.50 BREAM EL 87.00 I I I l z 0 in 1� ■ 1� BEAM SCHEDULE MARK T/ BEAM EL. SIZE BOT BARS TOP BARS SIDE BARS STIRRUPS REMARKS SIZE TYPE SPACING B1 EL_ 89.50 14" x 30" (3) #8 (3) #8 (2) #6 #4 8" OC BEAM SCHEDULE NOTES: 1. PROVIDE BAR SPLICE WHEN NEEDED AS SHOWN IN TYPICAL REINFORCEMENT ELEVATION. r�L��I�1/4 L2/4 STD HOOK, MID -DEPTH BARS TOP BARS TYP will BOT BARS 3" MAX t I TYP TYPICAL BEAM REINFORCEMENT ELEVATION COMPRESSION V LAP ca z O t� oc 0 711 N ORANGE AVE, STE A WINTER PAW(, FL 32789 PH: 321.972AW W E K I VA WEIWA PROJ. NO.18-169 FL ENG BUSINESS 140. 31920 ENGINEERING APPRM BY PRMCT W. DEg m D.MORRIS WASTEWATER TREATMENT FACILITY �� ionesEdmuncl!!9 FILTERS 2s»o—o2s—o1 MARCH 2020 WMNI D.MORRIS ADVANCED WATER TREATMENT UPGRADE CERTIFICATE OF AUTHORIZATION #1841 WALL DETAILS AND SCHEDULES ]N= W.NG W. c1cc�cm J.SOBCM 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS Lw DATE � BY ppp . 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 25"703 P.E. 174717 S9 ■ ■ ® Jones Edmunds 0 0 o KC, 1n 0 Z 0 w U) w Z O Lw 0 Q a C) .E O N N 0 0 w Q M■ e■ PLOTTED: 3/25/2020 03:17 PM DAVID L 1z-0" 14=10" 1IY EXP JT W/ BACKER ROD AND FLEXIBLE SEALANT w4r 8'-4" GRAPHIC SCALE 012 a s SCALE IN FEET D1 01 °P T/ FLOOR EL SEE "C" DWGS Y �"� PRECAST BUILDING AIR COMPRESSOR D2 T/14" SLAB SLAB SET ON W SLAB ROOM °Q EL SEE "C- DWGS REINF W/ #4AT8", EW, W/ 2" COVER TO TOP 101 1ool S10 OPENINGS 10 COORD m W MAN F TYP FINISHED GRADE PER "C" DWGS, TYP FINISHED GRADE PER"Co DWGS, TYP AIR COMPRESSOR BUILDING BASE SLAB PLAN 1/4" =1'-O" PRECAST CONCRETE BUILDING; SEE SPECIFICATIONS T/ FLOOR EL, SEE"Co DWGS CONDUIT CAST4N TO WALL AS NEEDED PER BUILDING MANUF NOTES: 1. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT MANUFACTURER'S AND "M" DWGS FOR SIZE AND LOCATION OF LOUVERS. LOUVERS SHALL BE RATED FOR A MINIMUM NOMINAL WIND DESIGN PRESSURE OF ±31 PSF. 2. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH OTHER DISCIPLINES AND EQUIPMENT MANUFACTURER'S. 3. TOTAL OF TWO (2) 4A-0013-C HALOTRON 1 FIRE EXTINGUISHERS SHALL BE PROVIDED AT EACH DOOR 4. S INDICATES DOOR MARK, SEE SCHEDULE ON SHEET S12. SET PRECAST SLAB IN BED OF MORTAR OR GROUT TO ACHIEVE UNIFORM BEARING i - _ � - -� _ R � - i .. .. - - • . �- 4- ' • • - � � .' .. A -. ram_ r..' - 6 MIL VAPOR " DRILL AND EPDXY PREPARED SUBGRADE BARRIER Tom' TYP #5 a@16" OC, 6" MIN BELOW CAST4N-PLACE EMBED, L = ,W SLAB SECTION 1 1/4L1'-0' �S1 0 SEE NOTE I- . FINISH PER -.--SPECIFICATIONS T/ SLAB SEE "C" - _ '_ _ = - _ _ DWGS 7 ------ ---------- SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 4 0 A_ B THICKEND SLAB S16 EDGE, TYP 4" OH TYP SEE NOTE 1 EAST ELEVATION 1/4" = V-O" WEST ELEVATION 1/4" = V-0' Z O V Z T/SLAB SEE C O DWGS C� O LL AIIIIIIIIIIIIIIII SOUTH NORTH 711 N ORANGE AVE, STE A WINTER PARK, FL 32M ELEVATION ELEVATION PH: 321.9a4989 W E K I VA WEKNA PROD. NO.18-169 FL ENG BUSYNESS NO.31920 1/4" = 1'-0" 1 /4" = V-O' ENGINEERING omGwD D.MORRIS WASTEWATER TREATMENT FACILITY APP� BY MKU NO. oAIE ionesEd. un AIR COMPRESSOR BUILDING 26110-025-01 MARCH 2020 WIPM�I D.MORRIS ADVANCED WATER TREATMENT UPGRADE ( (*® J.SOBCZM CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 CITY OF ZEPHYRHILLS, FLORIDA PLAN SECTION AND ELEVATIONS DAVID S. MORRIS Mooc owG S10 Ll, DATE �QN$ BY APRM. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. 074717 PLOTTED: 3/25/2020 03:17 PM DAVID ® Jones Edmunds Cr) 31 Q C•i O N to CV 0 0 W Q 00 co 1 cp S11 T/ FLOOR EL, SEE "Co DWGS PREPARED SUBGRADE BELOW CAST -IN -PLACE SLAB 711 N ORANGE AVE, STE A WINTER PARK, FL 32789 PH: 321.972.4989 W EK I VA WEIWA PRO.I. NO.18-169 FL ENG BUSINESS NO.319M ENGINEERING 20'-0" OPENINGS COORD W/ MANUF TYP EQUIP A MCC PAD, TYP S16 ROOM T/ FLOOR EL 102 SEE "C" DWGS PRECAST BUILDING SLAB SET ON 8" SLAB REINF W/ #4AT8', EW, W/ 2" COVER TO TOP OPENINGS COORD W/ MANUF MCC BUILDING PLAN 1/4" =1'-0" SEE NOTE 3 FOR INTERIOR WALL INSULATION AND FINISHING T/ FLOOR EL, SEE "C" DWGS GRAPHIC SCALE o i l a s SCALE IN FEET SEE NOTE 3 FOR INTERIOR WALL INSULATION AND FINISHING CONDUIT CAST -IN TO WALL AS NEEDED PER BUILDING MANUF NOTES: 1. TOTAL OF TWO (2) 4A 60B-C HALOTRON 1 FIRE EXTINGUISHERS SHALL BE PROVIDED AT EACH DOOR- 2. COORDINATE ALL OPENINGS WITH OTHER DISCIPLINES. 3. WALLS AND CEILING SHALL BE INSULATED W/ RIGID BOARD INSULATION PROVIDING A MINIMUM R VALUE OF R 21 FOR CEILING AND R-11 FOR WALLS. THE WALLS AND CEILING SHALL BE FURRED WITH LIGHT GAUGE STEEL wr FURRING AT 16" O.C. MAXIMUM SPACING AND COVERED WITH 51W GYPSUM BOARD. GYPSUM BOARD SHALL BE PREPARED FOR PAINTING (MUD AND TAPE). 4. PROVIDE FULLY ADHERED 6" VINYL BASE TRIM (COLOR SELECTED BY OWNER) AROUND ENTIRE PERIMETER WALLS. 5. DX INDICATES DOOR MARK, SEE SCHEDULE ON SHEET S12. Q O SET PRECAST SLAB IN BED OF 00o MORTAR OR GROUT TO ACHIEVE UNIFORM BEARING r— —7 SECTION 1 1Y2'=1'-0' S11 DESU01 D.MORRIS oRPM D.MORRIS LX DATE REVISIONS BY APPRD. CHEgcED J.SOBCZAK B THKXEND SLAB jfi nesE mnJou CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (3S2) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 NORTH ELEVATION 1/4" =1'4r 2' SLOPE r SLOPE EAST ELEVATION WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA s C C MCC BUILDING PLAN, SECTION AND ELEVATIONS SOUTH ELEVATION 2" SLOPE 1/4" =1'-O" DRIP CAP 2" SLOPE WEST ELEVATION 1/4" =1'-0" DAVID S. MORRIS P.E. #74717 WALL MOUNTED A/C UNIT PER SPECIFICATIONS PROW W. DAM 26110-025-01 MARCH 2O20 ow W. DWG W. S11 PLOTTED: 3/25/2020 03:18 PM DAVID ® Jones Edmunds U) cr- Q F- U w F-- (10 1-11 V) O Z_ Q [r C) LEI 0 Q af C� LL- C) c0 00 U) LLJ Z O / .N :: O CV CA 0 cl W Q O L O l O I O I I O I l O 3 I O 2 O I 3 O DESIGN WIND PRESSURES NTS PRECAS PANEL COMP.Fl ROD &S EACH SI EXTERIOR DOOR HEAD DETAIL A NTS Mrl WATERPROOF CALKING EACH SIDE a -a EXTERIOR DOOR THRESHOLD DETAIL C NTS _ 711 N ORANGE AVE, STE A WINTER PARK, FL 32789 PH: 321.972.4989 W E K I VA WEIIVA PROM. NO.18-169 FL ENG BUSINESS NO.31920 ENGINEERING DESIGN WIND PRESSURES (COMPONENTS AND CLADDING) P P LOCATION ZONE PSF PSF 0 z 1 10 -26 2 10 -43 ROOF w O 3 10 -65 FIELD 24 -25 WALLS CORNER* 24 -31 (*) CORNER ZONE WIDTH: 7-U" NEGATIVE SIGN INDICATES PRESSURE OUTWARD ALL PRESSURES SHOWN CORRESPOND TO A COMPONENT W/ AREA <10F72. WIND PRESSURES PROVIDED ARE NOMINAL PRESSURES (ASD). TO OBTAIN ULTIMATE WIND DESIGN PRESSURE DIVIDE BY A FACTOR OF 0.6. PRECAST PANEL SHIM AS REQ'D, ROD & SEALANT EACH SIDE i„ -412" EXTERIOR DOOR JAMB DETAIL B NTs ROOM FINISH SCHEDULE BUILDING ROOM NO ROOM NAME FLOOR BASE WAS CEILING REMARKS NORTH SOUTH EAST WEST AIR COMPRESSOR BLD 101 AIR COMPRESSOR ROOM F1 - W1 W1 W1 W1 C3 - MCC BLD 102 MCC ROOM F1 - W2 W2 W2 W2 C4 - NOTES: 1. F1 - CONCRETE FLOOR W/ STEEL TROWEL FINISH W/ CONCRETE SEAL ONLY. 2. F2 - CONCRETE FLOOR W/ STEEL TROWEL FINISH W/ EPDXY COATING 3. W1- PRECAST CONCRETE WALL PAINTED 4. W2 - GYPSUM BOARD PAINTED - TYPE X 5. C3 - PRECAST CONCRETE CEILING PAINTED 6. C4 - GYPSUM BOARD PAINTED - TYPE X 7. ALL EXPOSED METAL PLATES ON PRECAST WALL TO BE PAINTED. DOOR SCHEDULE FRAMES DETAILS DESIGN WIND BUILDING NUMBER FIRE WARE PRESSURE NOTES THREDOORS S- WIDTH HEIGHT TYPE MATL FIN TYPE MAIL FIN HEAD JAMB HOLD RATING SET (ASO) D1 X-O" T-0" F AL PTD A AL PTD A B C - HW-1 t 31 PSF SEE BELOW AIR COMPRESSOR BLD D2 (2) 4'4r I T-W F AL PTD B AL PTD A B C - HW 1 t 31 PSF SEE BELOW D3 3!4r T-0" F AL PTD A AL PTD A B C - HW 1 t 31 PSF SEE BELOW MCC BLD D4 3'4" T-0" F AL PTD A AL PTD A B C - HW-1 t 31 PSF SEE BELOW DOOR HARDWARE: 1. HANDLE: LINDSTRUM STAINLESS STEEL, 8-1/2" X 2", OR EQUAL. 2. LOCKSET: CAL -ROYAL LEVER LOCK, OR EAST-SETTM, OR EQUAL 3. DEADBOLT: YALE OR EAST-SETTM STAINLESS STEEL KEYED OUTSIDE ONLY, OR EQUAL. 4. EXIT DEVICES: YALE 1800 SERIES, SURFACE VERTICAL ROD EXIT DEVICE, OR EQUAL 5. HINGES: HAGAR STAINLESS STEEL FIVE KNUCKLE BALL BEARING WITH NON -REMOVABLE PINS, OR EQUAL 6. THRESHOLD: HAGAR OR NATIONAL GUARD PRODUCTS EXTRUDED ALUMINUM WITH NEOPRENE SEAL, OR EQUAL 7. OVERHEAD DOOR HOLDER: YALE SURFACE MOUNTED OVERHEAD SLIDE TYPE WITH SAFETY RELEASE, OR EQUAL 8. DRIP CAP: HAGER OR NATIONAL GUARD PRODUCTS ALUMINUM WITH STAINLESS STEEL SCREWS, OR EQUAL. NOTES 9. DOOR CLOSER: NORTON CE1604H OR YALE 4410 WITH HOLD OPEN, OR EQUAL. SURFACE BOLTS (UPPER AND LOWER): MAGNOKROM INC. 400-401 CADMIUM PLATED FINISH, OR EQUAL- 10- ASTRAGAL- GALVANIZED STEEL, SAME FINISH AND BRAND AS DOOR. 11. DOOR STOP: IVES 445132613 BRUSHED CHROME (INACTIVE LEAF ONLY), OR EQUAL DOORS: 1. MAN DOORS TO HAVE INSULATED CORE AND A MINIMUM OF 18 GAUGE THICKNESS. FRAMES TO BE MINIMUM 16 GAUGE THICKNESS. 2. ALL DOORS SHALL HAVE A VALID FLORIDA PRODUCT APPROVAL NUMBER. UST OF ABBREVIATIONS: AL = ALUMINUM SS = STAINLESS STEEL HM = HOLLOW METAL STL = STEEL FRP = FIBER REINFORCED PLASTIC PTD = PAINTED ':F E SCHEDU LE F� PANIC �OF HARDWARE DOOR TYPES NTS S E SCHEDULE VIEW PANEL 1rx1r PANIC HARDWARE u u Z C v u u U. 0 z z w a O ROUGH OPENING r 3'-0" r 'v O FRAME TYPES NTS U 814" ROUGH OPENING r V-(r r (V w J 0 W U O O a w w 0) DEMO) D.MORRIS WASTEWATER TREATMENT FACILITY D � � W. �� D.MORRIS n mun BUILDING 26110-025-01 MARCH 2O20 WMN 0 ADVANCED WATER TREATMENT UPGRADE CERTIFICATE OF AUTHORIZATION #1841 SCHEDULES AND DETAILS woos W. DING "0= ( (3(ED J.SOBCW 730 NE WALDO ROAD, GAINESVILLCITY OF ZEPHYRHILLS, FLORIDA UE, FLORIDA 32641 / (352) 377-5821 DAVID S. MORRIS k DALE REVISIONS BY 0M. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. 7471 % S12 PLOTTED: 3/25/2020 03:18 PM DAVID 0 Jones Edmunds q 1 J J_ Of 2 0- W N (0 00 V) 0 Z C) w (f) w Z O r•� ti 711 N ORANGE AVE, STE A WINTER PARK FL 32789 PH: 321.972.4989 W E K I VA WEIWA PROD. NO.18-169 FL ENG BUSINESS NO.31920 ENGINEERING 0 LLJ Q V) 40'-O" — — — — — — — — — — — — — — — — — — — — — — I ISJ I I BASIC SLAB REINF: I #5@8" EW, 3" TOP COVER 37" LAP p M M171 J.SOBCZAK PROVIDE ADD BARS AT PIPE OPENINGS PER STD DETAILS, TYP ---- '--------------1 u I iQi� I i�Qi� j - r PUMP PEDESTAL PER I "M" DWGS, TYP T/8- SLAB EL SEE "C" DWGS FILTER PUMP STATION PAD PLAN 1/2"=11-0" ion.'.......1,U"co CERTIFICATE OF AUTHORIZATM *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 324 5 HYDE PARK AVE, SUITE 2S0, TAMPA, FLORIDA 33606 / (813) 258-0703 PROVIDE 1/Y EJ AT STRUC' THICKEN SLAB EDGE, TYP A8 S16 TYP WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA a a 'w"t-ir ;P JT URE BASIC SLAB REINF: g #5Q8" EW, 3" TOP S16 TYP COVER r---- - - ----------- '---------- I ♦ i I T'W SLAB ♦ % EL SEE "Co DWGS L----- - - - - - - - - - - - - - - - - - - - - - - - ---- FLOW METER ASSEMPLY PAD PLAN 1/2"=1'-0" SAWCUT JOINT (SJ) NOTES: L PROVIDE ADD BARS AT PIPE OPENINGS PER STD DETAILS, TYP 1. SAWCUT 2" DEEP JOINTS AS SHOWN ON PLAN. 2. SAWCUTTING TO BE PERFORMED IMMEDIATELY AFTER PLACEMENT, AS SOON AS THE CONCRETE IS FIRM ENOUGH TO SUPPORT THE SAW AND TO NOT BE TORN OR DAMAGED BY THE BLADE. NOTES: 1. CONTRACTOR SHALL SLOPE TO PAD TOWARDS THE PERIMETER EDGES TO PREVENT PONDING OF WATER. 2. PIPE AND EQUIPMENT LOCATIONS AND SUPPORTS ARE TO BE COORDINATED WITH "M" DWGS AND EQUIPMENT MANUFACTURER. MISCELLANEOUS PADS DAVID S. MORRIS P.E. 174717 GRAPHIC SCALE o 1 2 a e SCALE IN FEET z _0 V H v� Z 0 V ac 0 U. PROJECT W. DATE 26110-025-01 MARCH 2O20 wuoc No: DWG W. S13 PLOTTED: 3/25/2020 03:18 PM DAVID ® Jones Edmunds M to I 00 / U) Z M W ,i7 F`w C•S, c c 5'-6" hKA � IIVG J 1 KUG 1 UKt PLAN EXTENSION TYPE "T-1 " N.T.S. E ALUM GUARDRAIL, 1 IIII�IIIl���i��!! EXTENSION DIAGONAL L2x2xl/4" J I WELDED TO BOT. FLANGE OF STRINGER PLAN TYPE "`T-2" N.T.S. 711 N ORANGE AVE, STE A WINTER PARK, FL 32M PH: 321.972.4989 W E K I VA WEKIVA PROJ. NO.18-169 R ENG BUSINESS NO.31920 ENGINEERING oEgm D.MORRIS WASTEWATER TREATMENT FACILITY �� BY PRMCT W. DAM owwwr D.MORRIS ion m n 1 1 26110-025-01 MARCH 2O20 u E ADVANCED WATER TREATMENT UPGRADE STAIRS CERTIFICATE OF AUTHORIZATION #1841 CITY OF ZEPHYRHILLS, FLORIDA MODc CHECKED J.SOBCZAK 730 NE WALDO ROAD, GAINEWILLE, FLORIDA 32641 / (352) 377-5821 DAVID S. MORRIS Lam. DATE 9Y ADD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. #74717 S 14 POTTED: 3/25/2020 03:18 PM DAVID © Jones Edmunds r= 0 J a F- U F- / (5 z cr- 0 w Q 0` 0 i Eb:% V) z 0 w MA w Q Q d- O O N CV 0 0 LEI Q N BASIC WALL REINF. AS INITIAL CAST SHOWN ON DESIGN 3" CLEAR DWGS ter, N H a Ad e .•da ° e N v H 6"X31W PVC RIBBED WATERSTOP W/ PUNCHED HOLES OR HOG RINGS FOR TYING TO REINF. EQUIVALENT TO GREENSTREAK C-11M "B" TENSION LAP e. -7 A A - a CONTINUOUS REINF. OR LAP AS SHOWN N0.679 NOTE: ALLOW 48 HOURS BETWEEN PLACEMENT OF INITIAL CAST AND SUBSEQUENT CASTS. WALL CONSTRUCTION JOINT DETAIL ii I I I I I INTERRUPTED BARS 2 #4X4'-0' AT 4" EF TYP. X AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE AREA EQUAL TO 50% OFINTERRUPTED BARS EACH SIDE 4i;9A raor mik;� INTERRUPTED BARS 2 #4 AT 4" EF — TYP — — X NOTE: WHERE OPENING IS WITHIN W4r OF BASE SLAB CLASS "B" I I I I I PROVIDE MATCHING DOWELS TENSION LAP I I I ' I FOR ADD BARS REINF AT RECTANGULAR OPENINGS GREATER THAN 12" DETAIL B NTS I I I I I NOTE: WHERE OPENING IS WITHIN 4'-W OF BASE SLAB CLASS 'B" I I , A PROVIDE MATCHING DOWELS FOR ADD BARS TENSION LAP REINF AT CIRCULAR OPENINGS GREATER THAN 12" DETAIL C NTS •e CONT. REINF. OR LAP STRUCTURE •' • STD HOOK AS SHOWN FACTORY FABRICATED FOR DOWEL SIZE AND SPACING FOOTING : - • a EXTEND SLAB REINF. CLASS •B• WATERSTOP AT SEE DESIGN DWGS. END CONCRETE e TO 1 1/2" CLEAR AT TENSION LAP INTERSECTIONS Q ENCASEMENT _ d e= r JOINT BASIC SLAB REINF. AS INITIAL CAST a 6"x3Ar PVC RIBBED WATERSTOP W/ LION. 5-0' MIN + _ I, -� g. + I•.. 4. SHOWN ON DESIGN g e' PUNCHED HOLES OR HOG RINGS DWGS. z z 3 v 4. EQUIVALENT FOR TYING TO REINF 1 Q Q I I #4AT1r U O - TO GREENSTREAK NO.679 o I I ALL w W p < ° 1 A AROUND ° ° v v. — m d w ROUGHENED SURFACE v _ N a ~ p 1140 FULL AMPLITUDE — _ _ — " — ? U W #4AT1 r ° ea w00 g N �Z a= dev SINE PIPE Ix IA -° e _ -d - U BASIC SLAB REINF. AS > w N a- ° e e SHOWN ON DESIGN U DWGS. �— a 3' CLR - -e ' CONCRETE A 6"X3/8" PVC RIBBED 3" CLEAR ea ° dv - ENCASEMENT UNDER WATERSTOP e� a . - STRUCTURE SECTION A A W/ PUNCHED HOLES OR HOG RINGS FOR NOTE: ALLOW 48 HOURS BETWEEN a a v NOTES: TYING TO REINF. PLACEMENT OF INITIAL CAST AND 41 "v 1- EXTEND ENCASEMENT UP TO UNDERSIDE OF SLAB IF ANY POINT IS WITHIN Z4r EQUIVALENT TO SUBSEQUENT CASTS. a ° OF SLAB UNLESS OTHERWISE NOTED. GREENSTREAK NO.679 2. ENCASEMENT AT VERTICAL RUN OF PIPE SIMILAR TO HORIZONTAL RUN SHOWN. BASE/ELEVATED SLAB CONSTRUCTION JOINT WALL BASE CONSTRUCTION JOINT PIPE ENCASEMENT DETAIL D DETAIL E DETAIL rF� NTS NTS NTS CORNER BAR SIZE AND SPACING TO MATCHING BASIC WALL HORIZ REINF. UNO ON DESIGN DWGS. BASIC WALL REINF. AS SHOWN ON DESIGN DWGS. AS SHOWN ON DESIGN DWGS. BASIC WALL REINF. AS SHOWN ON DESIGN DWGS. U -- a og z0 t2 0) v) z o1- z to OU CO �5 = U to � Q� d : 9 d :e a a•' 9 e v 1/2% LION 4 e. d - v e a CONT FLEXIBLE JOINT e g INTERSECTION ADD BARS a SEALANT WHEN SPECIFIED ON v STANDARD 90• HOOK TYP z O DESIGN DWGS. INTERSECTION BAR SIZE AND c9 � - U z -A SPACING TO MATCHING BASIC e a p H A WALL HORIZ. REINF. ° v z m UNO ON DESIGN DWGS. O w . Z CONT BACKER ROD � g BASIC WALL REINF. AS PREMOLDED = U d SHOWN ON DESIGN DWGS. EXPANSION JOINT U Z FILLER MATERIAL d Q� AIIIIIIIIIIIIII 711 N ORANGE AVE, STE A WINTER PARK, FL 32M PH: 321.972AW W EK I VA WBQVA PRO`'. NO.18-169 FL ENG BUSINESS N0.31920 ENGINEERING WALL CORNER REINFORCING DETAIL H NTS WALL INTERSECTION REINFORCING DETAIL I NTS VERTICAL AND/OR HORIZONTAL SURFACE (WHERE OCCURS) d. e v EXPANSION JOINT DETAIL DETAIL .1 NTS REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS CONCRETE STRENGTH f � 4,000 PSI OR GREATER BAR SIZE DEVELOPMENT LENGTH, Id LAP LENGTH (CLASS B SPLICE) BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS #3 V-7" V-3" 2'-0' 1'-T #3 #4 2'-1" 1'-7" 2'-W 2'-U' #d #5 2'-r z4r T-r 2'-r #5 #6 V-1' 2'-r 4'4" 3'-1" #6 #7 4'-6" Y-60 5'-10" 4'-6" #7 #8 5-r T-11" 6'-w S'-r #8 #9 5-10" 4'-0' T-6" SAW #9 #10 6'-0" 5-0' W-W 6'-W #10 #11 T-3" 5-r W-W T-3" 1 NOTES: 1. GRADE 60 UNCOATED REINFORCEMENT 2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. MAXIMUM BAR SPACING AT NON -CONTACT LAPS: MIN. LAP LENGTH 'SPACING NOT TO BE GREATER THAN 1/5 LAP LENGTH OR 61N. WHICH EVER IS LESS STANDARD HOOK DEVELOPMENT LENGTH BAR SIZE 900 STD HOOKA' 180• STD HOOK "J" DEVELOPMENT LENGTH, Idh #3 6" 3" 6" #4 8• 4" % #5 10" 5" 9" #6 114r 6" 100 #7 V-r r 114r #9 V-7' 11 V-3" #10 1'-10" V-1 " 1'-0' #11 z4r *FOR STD HOOK BAR GEOMETRY NOT SHOWN REFER TO MINIMUM ACI REQUIREMENTS -'L 4 BAR DIA. (#3 TO #8 BAR) 5 BAR DIA. (#9 TO #11 BAR) e- Idh e I 90' HOOK :e 1800 HOOK 4 BAR DIA. OR * MIN. STANDARD REINFORCEMENT DETAILS DETAIL rG NTS VC CHAMFER ALL EXPOSED CORNERS 1 _ v . d: Z . v O CHAMFER Z O DETAIL K v NTS _ 0 DEs�u D.MORRIS WASTEWATER TREATMENT FACILITY APPRM BY PRMCT W. DAB oRAIWN D.MORRIS un 26110-025-01 MARCH 2O20 ionesEd. ADVANCED WATER TREATMENT UPGRADE STANDARD STRUCTURAL DETAILS III � ING W. q�q® J.SOBCZAK cERTIRCATE D, GAINS AUTHORIZATION #1 sal CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 LT It pATE REVISIONS gay Ap(�, 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 1P.E. #74717 S15 PLOTTED: 3/25/2020 03:19 PM DAVID ® Jones Edmunds U) J 2 D' w w fV rn co U) w Z O DO U !Z 2 w Q U) z w #3 AT 6" SLAB REINF PER PLAN 2 Ei ROUGHENED JOINT w w 3'-0' LAP UNO SEE NOTE ;0 I. d q . d Y 4 d. d 4 �I d • • C CO d d V m J JQ a BASIC SLAB\ram/.\/.\�/.\�/.\ \� COMPACTED SUBBASE REINF PER PLAN PER SPECIFICATIONS COMPACTED NOTE: SUBGRADE 1. FOR EXISTING CONCRETE SLAB DRILL AND EPDXY #5AT120 AROUND PERIMETER W/ 6" MIN EMBEDMENT. EQUIPMENT PAD DETAIL A NTS r 4' 4" a w i O w ANGEL AS SPECIFIED ON 518" DIA SS CONC ANCHOR DWGS IN SLOTTED HOLE W/ 6" MIN EDGE OF CONC EMBED, TYP OF (2) j M AN CUT FLANGE AT WALL AS REQD ("I" BEAMS ONLY) v � r) "C" CHANNEL OR 01" BEAM 51W DIA SS CONC ANCHOR PER DWGS IN SLOTTED HOLE W/ 6" MIN EMBED, TYP OF (2) EDGE OF CONC BEAM CONNECTION TO CONCRETE FACE DETAIL rD NTS NOMINAL BEAM DEPTH, INCHES ROMIS OF BOLTS LENGTH (3) OF ANGLE 36 7 1'-8 1 /2" 30-33 6 1'-5 1 /2" 24-27 5 1'-2 1/2" 16-21 4 11 1/2" 12-15 3 8 1/2" 8-10 1 2 5 1/2" 6 1 3" 6 MIL VAPOR BARRIER 1 COMPACTED SUBBASE PER SPECIFICATIONS 12' 2 #5 CONT. COMPACTED r SUBGRADE #4 AT 1 THICKENED EDGE SLAB DETAIL B NTS _ 5/8" DIA SS CONC ANCHOR W/ 6" 21/2" MIN EMBED, TYP OF (2) —� NOTES: 1. NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO ENCLOSE WEB. 2. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING DRAWINGS_ 3. ADD 1 I' TO ANGLE LENGTH FOR STAGGERED BOLT CONNECTIONS. 4. USE SS BOLTS FOR ALL ALUMINUM FRAMING. 5. USE WASHERS ON NUTS. 1" MIN AT COPED NOTE: BEAM FLANGE 21/2" * 3" DIMENSION TYP. EXCEPT AS RECOMMENDED BY AISC FOR LARGER MEMBERS_ M 16X4X, 1 ROW CONN ONLY, PROVDE ADD'L BOLT TO ENCLOSED BEAM WEB tR DOUBLE ANGLES MIN 5116" THICK. SIZE AS REQ'D BY AISC STD. CONN. 314" DIA A325N BOLTS 4" MAX FOR SINGLE ROW CONN 711 N ORANGE AVE, STE A WINTER PARK, FL WN PH: 321.9M4M W E K I VA WEIWA PROD. NO.18-169 FL ENG BUSINESS NO.31920 ENGINEERING TYPICAL FRAMING CONNECTION DETAIL rG NTS JL4x3x3/8 "Co CHANNEL OR "1" BEAM PER DWGS 1/2" 2'\" 5/8' DIA SS BOLT, PROVIDE HORIZ SLOTTED HOLE IN ANGLE, TYP OF (2) TYPICAL FRAMING CONNECTION TO CONCRETE DETAIL % E� 4" MIN A z N TYP. CONDUIT (DIA. ='d"), TYQ. MAX 2 LAYERS MAX 'd" = T/4 a a z4. d d C - - - 2 - . ., d- a H v e- o dV ® - ® v d -® 4.a d -d 3d MIN. TYP_ REINFORCEMENT NOTES: 1. COORDINATE W/ ENGINEER FOR PLACEMENT OF CONDUIT WHERE DIMENSION REQUIREMENTS SHOWN CAN NOT BE MET. 2. NO REINFORCEMENT MAY BE CUT, RELOCATED, OR BEND TO ALLOW FOR CONDUIT PLACEMENT WITHOUT PERMISSION FROM ENGINEER. TYPICAL CONDUIT PLACEMENT IN SLAB DETAIL C NTS _ L3X3X3/8 ALUM W/ 1/r DIA SS CONC. FASTENERS AT 18" OC ALUM GRATING SEE SPECS 1/4" TO 1/r GAP v H s d 1/4'X17X6" LONG ALUM ANCHOR BATS W/r pWrLF s BENT END AT I OC ` WELD TO ANGLE O v MAXIMUM SPAN DEPTH BEARING BAR THICKNESS SPACING Y-O" 1 1/4" 3/16" 1 3/16" 4'4O" 1 1 /r 3/16' 1 3/16" S-0" r 3/16' 13/16" 6-W 2 1/4' 1 3/16' 1 3/16' GRATING AND GRATING SUPPORT DETAIL rF NTS _ 9' BASE PLATE PLAN 5M* BASE PLATE; SEE PLAN 3/8" STIFFENER PLATE 4" SCH. 40 SS PIPE (4) - 3/4' DIA 316 ADHESIVE ANCHORS W/ 4" EMBED 5/8" THICK BASE PLATE 5"x5"x3/8" ANGLE OR BUILT-UP SECTION WELDED TO END OF PIPE 4"X1/4" SS STRAP PLATE W/ NEOPRENE PAD AROUND PIPE ATTACHED I TO ANGLE W/ (2)5/8" DIA. SS BOLTS PIPE PER TYP EA F 'M" DWGS END SECTION 50x5"x318"x8" ANGLE OR BUILT-UP SECTION ATTACHED TO WALL W/ (2)-3/4' DIA SS ADHESIVE ANCHORS W/ 5" EMBED �- 3"x3'x1/4" DIAGONAL SUPPORT ANGLE (ELIMINATE DIAGONAL AND CONNECTION PLATES AT SUPPORT #2) 1 PLAN DETAIL %H NOTES: 1. ALL STEEL SHOWN IS TO BE SS TYPE 316L 2. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO ANY STEEL FABRICATION. VARIES z O a V Ui Z O V 3 O LIL APPROVED BY PMECT W. WE- oERm D.MORRIS WASTEWATER TREATMENT FACILITY AwN D.MORRIS ion m � 26110-025-01 MARCH 2O20 DR NM u ADVANCED WATER TREATMENT UPGRADE STANDARD STRUCTURAL DETAILS cFEc Km �.SOBCZAK CERTIFICATE of AUTLLE, FLORIDAN 4 / CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS 730 NE WALDO ROAD, GAINESVILLE, FLRIDA 32641 / (352) 377-5821 LTR. DATE REVISIONS BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. #74717 S16 PLOTTED: 3/25/2020 03:19 PM DAVID SEE PLANS FOR LENGTH © Jones Edmunds Tie (n Q H U af (n / u•) CD _z Q w 0 Q 0- N LL t— Alm 0 w Q V) R� � 2 R[I. TYP 'DIA. w SS 11' CONC. TREAD/ FASTENER 1401 / LL a WELD CO w CLOSURE _ PLATE / 1" MIN,1 1/2' MAX TYP NOSING a. w r rGROUT > s ♦ v o ";L 3114 Y #5 AT 12' 10w T8,B ALUM STAIR STRINGER TO CONCRETE DETAIL A NTS oil 6-3/4' DIA S.S. CONC. FASTE MIN EMBED...., WALKWAY SUPPORT BRACKET DETAIL rE NTS 711 N ORANGE AVE, STE A WINTER PAWL, FL 32789 PH: 321.972.4989 W E K VA WEKIVA PROJ. No.18-169 FL ENG BUSINESS NO.31920 ENGINEERING SEE PLANS FOR � LENGTH STRINGER CHANNEL a) 13X3X1/4 STAIR TREADS M PER SPECS _ 1., / O 1- g = 11' aI TREAD I/ 2-3/4' S.S. BOLTS TYP. TX7.146 tOM L12X7X14.29) 114" W/ SPACER STAIR TREADS PER SPECS CONCRL _ FACE MOUNTED TREAD 1/4' CLR WIDTH CONC. PLATFORM SEE PLANS v ° n z v ° - --- 1' MIN, 1 1/2' MAX TYP NOSING STRINGER CHANNEL 5/8' DIA SS CONC. FASTENERS EMBED 51/2' ALUM STAIR STRINGER TO CONCRETE PLATFORM TOP DETAIL r6� NTS 15" AT ALL RNERS AND tMRNS JLIN 'OSl :Bo/ SURFACE MOUNTED ion,.. mn u CERTIFICATE OF AUTHORIZATION #1941 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 TOP OF HANDRAIL 1' STAIR TREADS PER SPECS SEE PLAN 11- / TREAD / (Wn / R 1" MIN, 1-1/4' MAX 9. PLATFORM FRAMING / / / TYP NOSING SEE PUNS STRINGER CHANNEL STAIR TREADS PER SPECS 6-0' MAX POST SPACING SEE SPECS RAIL -POST ARRANGEMENT GUARDRAILS 13x3x1/4 TREAD .1/2" CLR WIDTH / �--- PLATFORM FRAMING / L 2X2Xj GRATING SUPPORT EACH / / / 1" MIN, 1 1/Y MAX SEE PLANS / STRINGER / / TYP NOSING 3/16' / ► 5/8' DIA 316 SS BOLTS ALUM STAIR STRINGER TO CONCRETE PLATFORM DETAIL C NTS 1 1/2" ID SCHEDULE 40 (POSTS TO BE SCHEDULE 80) ANODIZED ALUMINUM GUARDRAIL SYSTEM SEE SPECS RAILINGS °D DETAIL rG NTS SS SET SCREWS —4 j — 3/8" (MIN.) DIA SS ANCHORS 6kIV, SIDE MOUNT SURFACE MOUNT BASE CONNECTION NOTE: CONNECTIONS 4 ANCHOR PATTERN SHOWN, 2 BOLT PATTERN WILL BE 1[r ACCEPTABLE GIVEN THE LOADING REQUIREMENTS I• SPECIFIED ARE SATISFIED LOCATED AT NY-0' AND A MINIMUM OF 1/2" DIA. MAX INTERVALS SS BOLTS ARE PROVIDED. EXPANSION Jf WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA STRINGER CHANNEL ALUM STAIR STRINGER TO PLATFORM TOP DETAIL D NTS NOTES: 1. ALUMINUM EMBEDDED IN CONCRETE MUST BE PAINTED WITH ONE SHOP COAT OF HEAVY BITUMASTIC_ 2. ALUMINUM SHAPES IN CONTACT WITH CONCRETE MUST BE SEPARATED BY �' z NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN 0 CONTACT. A NEOPRENE GASKET MUST BE PROVIDED_ 3. HANDRAILS, GUARDRAILS, POST, BRACKETS AND MOUNTINGS SHALL MEET THE FLORIDA BUILDING CODE (FBC) OR AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA) LOADING REQUIREMENTS. a/ 4. TOP OF ALL GUARDRAILS SHOULD BE 42' HIGH ABOVE THE FINISH FLOOR OR WALKWAY, THE INTERMEDIATE RAILS SHALL BE EQUALLY SPACED BETWEEN THE U) TOP RAIL AND THE TOEBOARD. z 5. ALL WALKWAYS SHALL USE GRATING UNLESS OTHERWISE SHOWN ELSEWHERE O 0 ON THE DRAWINGS. GRATING SHALL BE PLACED SUCH THAT OPENINGS AROUND GATES AND OTHER EQUIPMENT IS Y MINIMUM. 6. HANDRAIL AT GATE LOCATIONS SHALL NOT BE INTERRUPTED AND SHALL BE SPECIFICALLY ADDRESSED IN SHOP DRAWING SUBMITTALS. O LL STANDARD STRUCTURAL DETAILS Aj2) i2���], DAVID S. MORRIS P.E. 774717 PROJECT W. ffim_ 26110-025-01 MARCH 2O20 Im W. ING W. S17 O 3 0 0 I uj N O O (D N / U W N C� Q U W Q C� a. �I Q I r- O 4TP C+� 1-- U W 0 Of a - FIR li O co N w W Q Nye a 0 N O N S. 0 W a PLOTTED: 3 24/2020 03:14 PM JOHN KRAMER A IC 0 H o_ WE Lo N O 1n U W 0 0_ / U) J J_ IY T- D_ W N N o- d- N N ox 0 N 0 0 W Q cn DESIGNED AHOLMES DRAWN JKRAMER LTR_ ISIO DATE REVNS BY APPRD. CHECKED TFRIEDRICH k )N ).2 FLAG NOTES: W. Y 1� DO PROBE. CONFIRM FINAL LOCATION WITH PROCESS CONTROL PACKAGE VENDOR BASED ON FIELD D.O. READINGS BEFORE MONITORING. ORP PROBE. CONFIRM FINAL LOCATION WITH PROCESS CONTROL PACKAGE VENDOR BASED ON FIELD O.R.P. READINGS BEFORE MONITORING. MOTORIZED ACTUATORS ON THE EXISTING FLOW CONTROL GATES. SEE DWG. NO. E6. JonesEdmundVI CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA d NOTE: DATION H NO.1 0 1. WORK SHOWN ON THIS DRAWING IS FOR BID ALTERNATE NO. 1. 2. SEE DWG. NO. 18 FOR PROBE MOUNTING DETAIL. DO PROBE SHALL BE IN 6' DIAMETER 316L STAINLESS STEEL STILLING WELL MOUNTED TO WALL W/ EPDXY ANCHORS_ LENGTH OF STILLING WELL TO BE COORDINATED W/ PROCESS CONTROL PACKAGE VENDOR. PROBE SHALL BE REMOVABLE_ OXIDATION DITCHES NO.1, NO.2, AND NO.3 MODIFICATION PLAN APPROVED BY ANTHONY R. HOLMES P.E. #70809 GRAPHIC SCALE 0 10 20 40 SCALE W FEET Z 0 U DC F-- U) Z 0 U 0 LL PROJECT NO: DATE: 26110-025-01 MARCH 2O20 INDEX NO: DWG NO: M2 F E Lo N 0 oD co U cn c� 0 0 U w o w a a aC N O n N b- 0 ra U O NB a M rn O N �A 0 PLOTTED: 3/24/2020 03:14 PM JOHN KRAMER -7 - - _ GRAPHIC SCALE Tj -il _ _ _ �5. 5 10 20 F ---- _ —_ ----- SCALE W FEET ---- —_—__ jT)E ---------___— — 30" VALVE__ ____________ 11EXIST. 12 RAS EXIST. 30" SE _ —_ _ _ tEXIST. 6" PW (�I I EXIST. 6" PW --------- — —----- ---- I CONNECT TO EXISTINGG' IIII I POTABLE WATER W/ TAPPING —�� — ----- � — --- f�----------__-- I SADDLE AND CORP STOP - I II EXIST. 30 SE I I EXIST. fi WAS REMOVE EXISTING G� + �N _ EXIST. 30" SE I 45 BEND AND I I I 30" SE-1 CONNECT W/ Ir FM-1 _ IIII MJ BEND _ EXIST. 30 CI CONNECT TO EXIST 30" SE I'I -_-- _ IIII -- �r DR_3 -- WITH A W X3Cr MJ TEE I SEE NOTES 1 dt 2 — — -- -- - - f PSW-1 I I I I I EXIST. 6" FM — — --- — r 2" PW-1 E _`--. ---.._ ifCF-1 I1I I EXIST. 2" PSW — — — — _ 6' Flvl- 1 lm CA --- _ — - 1 SP 1 1f PR-1 - III I 30" GATE VALVE _-- ----- ---------�\ Er PLUG DR-3I \ VALVE 8V920 30V685 W CAP _ = 2" PSW 1 ,�----- ---� -- ------ - -- - =_--- - - G• 46 BEND DR-3 -- i I "� 3' DR-3 1 CF-1 if PR-11 - I I I I CONNECT TO EXIST f PLANT - I ' III!_ - - - _ ff�. 1" SP-1 \\ SERVICE WATER W/ TAPPING _ — — — — — CO - - I _ _ SADDLE AND CORP STOP — _ — — — r PSW 1 I I I I I i t CF-1 CARBON AIR COMPRESSOR \ FM-1 I I STORAGE & BUILDING I I I II, I 24 TEE I I II _ - - - FEED PAD SEE M12 �\\� MJ W/ I i - SEE M11 ♦\\ r+h I CAP I' I I I im SP-1 „ \ I o I FILTER1CA— 1 II I - DEXIST. 6" WAS Ii PUMP°�TO REMAIN STAON 1. CA— DR-1 SEE M5 - IIII \EXIST. 247 FBP LI 1 2,C FBP-1 III I 177 MCCTO BE I I I I II I � I I, I BUILDING \\I-ST. A A D I/ 8r X4 MJ TEE (TYPOF5) 8" DR— � T RMAIN j, II I II I II �_-- - _ 1 , II ,- -III Cr�' 45 BEND \ II II EXIST. 8" DR I I 11 t 20r Fl 1 CONNECTION II I TO REMAIN 1 SP-1 TO EXIST. FM I I I II II �. II I III II IIII II II i II EXISTING II I IIERIt- -Tos TERTIARY FILTERS - - - II II FILTERS ) I I I I SEE M8 EXISTING SLUDGE I I,I II 1 (I � r---1 FLOW METER ------------ ---- HOLDING II 1 I I I 1 i ASSEMBLY TANK o III I I II I I „ , , SEE M7 C I � � 1 I I I I I I I II I I SEE C4 IIII � II II II I I I I I I I I I I 1` SP-1 i I I I 8"XS' MJ TEE IIII II I I I , I ' I REMOVE EXIST I II \ I Or 45 BEND AND CONNECT W/ it MJ WYE — � - Z EXIST. fi" WAS II TO REMAIN W I _ EXIST. 1 fi" FE TO I EXIST. 24"X24' TEE BE ABANDONED (EXIST. 1 Cr DR TO REMAIN_ 24` FE-1 24" 22.5' MJ BEND CHEOU TFRIEDRICH G ��% �� '�� � ■�i�i�i���� � iiiiiiiiii�l oa • .. , �JSAMPLE PING CONNECT TO EXISTING BEND 75. 24" 11.25 MJ BEND un ion,..01IIIIIIIIIIII... CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD. GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA YARD PIPING PLAN - EAST CUT (AS NECESSARY) AND PLUG NON -SHRINK GROUT AFTER A -UP AND TESTING OF THE NEW INSTALL A CAP ON THE TEE PIPE 1L START-UP AND TESTING OF MON. 'E A MINIMUM OF 0.4% TO DRAIN. �. ..,..,.. 9 %# ...,.JCE CONNECTIONS TO EXISTING SYSTEM IN ACCORDANCE WITH SPECIFICATIONS. ANTHONY R. HOLMES P.E. #70809 PROJECT N& DATE A► 26110-025-01 MARCH 2O20 INDEX NO: DWG N0: M3 �I a FIR H U W O 0- N J J 2 Of S CL W N LL. O U I O co CV w W Q Y a_ O N .z O CV O O 0 W Q PLOTTED: 3/24/2020 03:15 PM JOHN KRAMER F E In C4 0 C:)D co N 2 U W i c� 0 0 a can w 0 c� 0- a w !C 0 tttll n U W m a w 0 0 �- B N SEE M3 FOR CONTINUATION ' 4 (YARD HYDRANT RACK ,M20 SEE DETAIL (TYP) CONCRETE SIDEWALK 5� SEE DETAIL (TYP) M FILTERS rn 0 N `,A 0 LTR. DATE �j� III C M6 20" PLUG � I III III II I jl� Iljl � I III C �I� III � I III � I I III � I III III II I � I III I I III 1" SP-1 � I III 3' DR-3 2' PSW-1—�'�� lr PR-1 �I I I 1�" CF-1—r-�I I�I bj 1CA-1 n I I I I I I 9'-c„ �I III II� III �I III I1� III �1 III �I III III II�1 I�I Ilil �24 BF r DR-3 Y ARV W/ � I i III 2' DR-3- II IIII I� Ilil o � I III � I III 3' DR-3 1f PR-1 STUB UP 5' I+ I AND CAP o� 2' Psw-1 —�-i � ROUTE 3" DR-3 TO NW CORNER OF FILTER STRUCTURE � FILTER INFLUENT AND CONNECT TO 8' DR-1 I PUMP STATION SEE M3 I WET WELL a PUMP STATION PLAN 1 /2" = 1'-0" 1 7MF 71 AHOLMES M F171 TFRIEDRICH 40'-0" � 1p'xlp' TEE yy/ FLANGE MOUNTED AIR RELEASE VALVE 1" DR-3 1' ARV (TYP OF 5) SEE DETAIL (TYP) `� (Typ) 20' Fl-1 (TYP) 10' CHECK VALVE (TYP OF 5) I CONCRETE SLAB (10V420) ON GRADE. SEE S12 4'-4" PUMP 2 PUMP 3 PUMP 4 4-FFP-2 4-FFP- 4-FFP-4 36"X3fi' CONC 1 Cr EXP JT PUMP PAD (1yp OF 10) (TYP OF 5) 24 X10 10' GATE VALVE ECC RED (TYP OF 10) (TYP OF 5) I (10V680) 7'-4 7'-4 7'-4" 24 X24 TEE Lu tiu 24 Fl-2 u (TYP OF 7) B 24 FCA M6 iw \ FLANGE MOUNTED AIR RELEASE VALVE t -1 l SEE DETAIL (TYP) M` 5 24" GATE VALVE (24V685) CHEMICAL INJECTION 4 SEE DETAIL (TYP) M, 16 TAPPED WELD-0-LET, BOSS, = : OR TAPPING SADDLE WITH PLUG FOR FUTURE CHEMICAL INJECTION 1� SP-1—� N WALL PIPE 5 SEE DETAIL (TYP) t16, v 4- n mun e CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SURE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 FILTER a STRUCTURE a WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA 2d'X10" MJ RED TEE (TYP OF 5) �f �u 24! BF NOTES: 1. CONTRACTOR SHALL ADD A 1 /4" THICK NEOPRENE RUBBER PAD AROUND PIPE BETWEEN PIPE AND CONCRETE. 2. SUPPORT PIPES TO SLAB, WALL, HANDRAILS AND TOP OF WALL PER SPECIFICATIONS AND MECHANICAL DETAILS. 3. SLOPE DRAIN LINES. FILTERS PUMP STATION PLAN DOUGLAS R. YOUNG P.E. #44204 GRAPHIC SCALE ,y o i 2 a � F SCALE IN FEET on TO FILTER INFLUENT METER E 7 C PRMCT W. DATE A 26110-025-01 MARCH 2O20 0M NO. DWG No: M5 PLOTTED: 3/24/2020 03:15 PM JOHN KRAMER F to cV O O co D (V U W C.� Q U W 0 Q C9 (L �I Q (Z) C O L0 N O H U W O o' ir o_ / v7 J (L W IV pa-1 0 �B CV of: W Q of Y Q Lei 0 (V �A 0 ,,,KT/ WALL SECTION KA'1 1 T EXP FITTING 10" GATE VALVE (1 OV680) 24" X 10" ECC RED 24" X24" TEE ---i �CEL: 80.98 PIPE SUPPORT TAIL (TYP) 1 6 l FLANGE TYPE PIPE SUPPORT MM 1�8 SEE DETAIL (TYP) 10" F 20"X1 RED 1 v CONCRETE SLAB ON GRADE. SEE S 12 — 20" X 10" MJ RED TEE -- SECTION SECTION 1� 10" EXP FITTING 10" CHECK VALVE (1OV420) 1 Cr GATE VALVE (1 ovsao) lCrXlCr TEE 7 1- ARV Ai%CL PIPE EL: 81.50 I 10r FI-2 vd a OLI_N�VPIPE _�_ __I GRAPHIC SCALE o 1 2 a SCALE IN FEET T SLAB SEE C4 F E 9 C Dcwn AHOLMES WASTEWATER TREATMENT FACILITY BONED BY PRWECT Na DATE. A 26110-025-01 MARCH 2O20 DRAWN JKRAMER ionqw.-7&.%jff und Is ADVANCED WATER TREATMENT UPGRADE FILTERS PUMP STATION SECTIONS ,,,M ,,O. owc NO: CERTIFICATE OF AUTHORIZATION #1841 CITY OF ZEPHYRHILL$ FLORIDA DOUGLAS R. YOUNG gf(�(ED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 , M6 LTR. DATE F(EVIsm BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 44204 PLOTTED: 3/24/2020 03:16 PM JOHN KRAMER F 14 to N O O co N i U W 3 0 0 U W 0 a c� IL a o_ �C 0 poi U w O w IL Vol LL- 0 oB 0 W Q bitDATE N COMBINATION WEIR/ V-NOTCH EL = 97.00 RECTANGULAR = 98.00 20r Fl-2 nA" nM u r nr-►rr% FLOW METER ASSEMBLY CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS 1/4"=1'-Cr HWL = 98.96 COMBINATION WEIR/ AVG = 98.42 V-NOTCH EL = 97.00 LWL = 97.83 RECTANGULAR = 98.00 T WALL e EL: 100.00 HWL = 96.56 AVG = 96.50 I LWL = 96.45 WEIR PLATE a- SEE DETAIL �M7� 93.58 CL PIPE �\ 84.85 WALL PIPE ( J l SEE DETAIL (TYP) 1416 : ° 4 CONCRETE SIDEWALK a a e 20" X 10" ECC RED 10" GATE VALVE �5� SEE DETAIL 10" GATE VALVE 20" X 10" ECC RED 10" FLOW METER 20" 90' BEND - - 10" FCA 010 gK CL PIPE e EL: 81.56 4 _ ° T SLAB EL: 79.00 20" FI-2 10" Fl-2 20" 90' MJ BEND _j$T FLOOR e ' 4 EL: 74.00 INV. PIPE e a e I Id EL: 72.96 FLANGE TYPE PIPE SUPPORT 6 SEE DETAIL (TYP) M 18 SECTION �1 DEmn AHOLMES DRAWN &RAMER mun ion,.. CERTIFICATE OF AUTHORIZATION #1841 Clan TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 REVEM By �, 324 S HYDE PARK AVE. SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 GRAPHIC SCALE o1z a e 6Aiiij I SCALE IN FEET WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA 10'-0" (TYP) EL 98.00 EL 97.00 EL 96.50 1VO 31 f WASHER FLOW METER ASSEMBLY PLAN AND SECTION N 2'-cr -Y4 Xv74 SLOT i - I F 1'-0" OC cV 1 L 98.00 EL 97.00 . " PLATE 316 SS W/ 45- BEVEL TOWARD FLOW L 3x3x 1 /2 9"O 316 SS BOLT WO 316 SS ADHESIVE ANCHOR 1 /4" THICK NEOPRENE GASKET ON SIDES AND BOTTOM OF WEIR PLATE. WIDTH TO COVER HOLES PLUS 1". WEIR PLATE DETAIL NTS DOUGLAS R. YOUNG P.E. #44204 F E 9 C PROJECT W. DATE: A► 26110-025-01 MARCH 2O20 Im ft DWG NO: M7 F E F.� oB CV / PLOTTED: 3/24/2020 03:16 PM JOHN KRAMER �I III---- i �I SEE MS FOR CONTINUATION III Jill FROM CLARIFIERS ,' DR-3 g' 45' MJ BEND CONNECT TO DRAIN W/ 8" X4! MJ WYE & 4" X T PVC RED & CAP g' X8" MJ WYE FROM FLOW METER ASSEMBLY 1L1r-I 1 IrLIT ^I IALIL1r-I - - - - - r- - - - - - - - - - - - - - I I 20 KNIFE GATE VALVE (20N695) FILTER CELL 14'-2' (TYP OF 5) FILTER AIR SUPPLY (TYP OF 5)CONTROL PANEL (TYP OF 5) 24" MJ TEE W/ CAP �m '� ►�1 ► � cHEan TFRIEDRICH u t wu• vw���� 8" 45' MJ BEND T Xe MJ RED TEE ROTATED 45- (TYP OF 5) n m..undsl s 0 CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD. GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE. SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 24" FBP-1 TERTIARY FILTERS PLAN 1 /47 = 1'-0" WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA 8" 45' MJ BEND 8" XT MJ TEE TERTIARY FILTERS PLAN A, it' I k, f71 P.E. TO ONSfTE UFf STATION R. HOLMES GRAPHIC SCALE 0 1 2 4 8 SCALE IN FEET 0 NOTES: 1. CONTRACTOR SHALL FlELD VERIFY E DIMENSIONS OF EACH LOCATION WHERE THIS WEIR IS REQUIRED AS SHOWN IN THE "Id' DRAWINGS PRIOR TO WEIR FABRICATION. 2. CONTRACTOR SHALL COORDINATE WITH FILTER MANUFACTURER TO CONFIRM WEIR LENGTHS AND CONCRETE EFFLUENT WALL LENGTHS. 3. SUPPORT SP, CA, AND PSW PIPING TO CONCRETE AND HAND RAILS IN ACCORDANCE WITH SPECIFICATION AND DETAILS. SAMPLE PUMP SEE ELECTRICAL AND INSTRUMENTATION DRAWINGS C TO CHLORINE CONTACT CHAMBERS pwxcr NO. DATE A 26110-025-01 MARCH 2O20 INDEX Na DWG NO: M8 PLOTTED: 3/24/2020 03:17 PM JOHN KRAMER F 14 C7 o_ C 0 U W 0 w a_ 0 U OB w c Y a N rzz N oA N M M T WALL EL: 99.97 7' PSW- T GRATE EL: 93.55 A,KT/SAND EL• 86.36 B WELL EL: 74.00 SECTION �A1 SEE M! FILTER PLAN A �� FILTER EFFLUENT l\WEIR PLATE EL 92.42 M�1� SEE DETAIL MAX WSEL 92.38 OL T GRATE EL• 93.55 B CHANNEL EL: 89.88 L PIPE _ EL: 87.78 4" 90' BEND -� 5 l WALL PIPE M�16 SEE DETAIL 4" WYE CLEANOUT -. 4" 45' BEND -� FDOT 57 STONE SEE DETAIL 4" DR-1 8" X C MJ 745' ROTATED I 71.75 PNEUMATIC REJECT VALVE SUPPLIED BY FILTER MANUFACTURER E 4* DR-1 4" PLUG VALVE (4V920) END PIPE 24" RUCTURAL SS FOR DACE DETAIL 0 EL �o � iNv EL 68.00 D DEwcD AHOLMEs WASTEWATER TREATMENT FACILITY DRAWN JKRAMER mun ion,.. & I ADVANCED WATER TREATMENT UPGRADE CERTIFICATE OF AUTHORIZATION CITY OF ZEPHYRHILLS FLORIDA CFEq(ED TFRIEDRICH 730 NE WALDo ROAD, GAINESVILLE, FLORIDA 32641 41 / (352) 377- 5821 � LTR, DATE ROASM BY AQPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 247 1 24" MJ 247 FE- 24" X24" MJ TEE MAX WSEL 92.55 SECTION �B1 SECTION �D1 TERTIARY FILTERS SECTIONS 1" CA-1 20 PSW-1 I I B CHAN EL: 89.32 I I I I WALL PIPE P.E. MAX WSEL 96.55 20" KNIFE GATE VALVE (20V695) M16 CONCRETE SIDEWALK / 4 SEE DETAIL F E NOTES: 1. ALL PIPING UNDER STRUCTURES SHALL BE ic CONCRETE ENCASED TO 5'-0" OUTSIDE OF STRUCTURE FOOTING. SEE STRUCTURAL DRAWINGS FOR ENCASEMENT PIPE DETAILS. 2. ALL PNEUMATIC REJECT VALVES AND COMPRESSED AIR PIPING FROM FILTER SUPPLY CONTROL PANEL TO FILTER CELLS SHALL BE SUPPLIED BY FILTER MANUFACTURER. 3. SUPPORTS SP, CA, AND PSW PIPING TO CONCRETE AND HAND RAIL IN ACCORDANCE WITH Z SPECIFICATIONS AND DETAILS. 0 F- V H U) _LL 0 B -.00 V 0 U. R. HOLMES PROJEcT W. DATE: A 26110-025-01 MARCH 2O20 WM N& DWG NO. M9 O 3 O I Ul) N O O c0 CV U LLJ M N U Q U N LLJ 0 Q C7 �I Q CLI I O Td FIR U LLJ O w a_ FIN J J_ a- LLJ N Li O �WC co (V ix LLJ Q OC Y a. O t[ O N (3) (V QO 6 LEI Q Ln F E to (V 0 0 �D co N W in U 0 a U i W 0 Q cr- a. a �I �C 0 Lo N 0 Z U w 0 a J _J of W N Y 0- In to ,z 0 (V �,A 0 0 W PLOTTED: 3/24/2020 03:17 PM JOHN KRAMER r 4 l YARD HYDRANT RACK `2O, SEE DETAIL (TYP) HOSE BIBB RACK e THK. FIBER REINFORCED CONCRETE AROUND YARD HYDRANT AND PIPING NEMA 4X TERMINAL PULSATIOIN DAMPENEF 316SS Gl W/ ISOLA PRESSURE RELIEF VA INLET 1 r AIR COMPRESSOR BUILDING �/� EMERGENCY SHOWER � \AND EYE WASH M`i7 SEE DETAIL NEMA 4X TERMINAL BOX w P1 ELEVATIONJ� CAP ^Al InMA n^L1 ^^I I ICI►I ISOMETRIC VIEWJ� NTS Mil DEIGNED AHOLMES DRAWN JKRAMER ITEM PIPING BACK PRESSURE VALVE PVC SKID ASSEMBLY T/ SLAB EL: 79.00 - DISCHARGE FLUSH (VIEW OBSTRUCTED BY PUMP) METERING PUMP JonesEdmunctIVI CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 4 YARD HYDRANT RACK H2O SEE DETAIL (TYP) LL- J I Z � I 16,_Cr Q J -1 I------------------ --�------- LL- 0 1 90' BEND 1�' PR-1 -------------------- ----------- - � HOSE BIBB RACK -'*�- SEE STRUCTURAL / \ DRAWINGS FOR \ CONCRETE SLAB 3 EMERGENCY SHOWER & EYEWASH ON GRADE / M``177 SEE DETAIL (TYP) 1'—cr 3 FUTURE M 11 STORAGE ISO. VIEW ' TANK I \ / I \ � 90' RtND 1 CF-1 I \ PVC Im ASSEMBLY I \ TEE SUPPORT PIPE PER I SPECIFICATIONS AND 1 DETAILS (TYP) i 1 CF-1 i NEMA 4X TERMINAL BOX I SUPPORT TO FLOOR I --- �----�---------- (2) 1 90' BENDS 1 ' 99 BEND CF 1 CARBON FEED PLAN WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA 1 /2" = 1'-0" b L 2 M11 AIR COMPRESSOR BUILDING 4" THK. FIBER REINFORCED CONCRETE AROUND YARD HYDRANT AND PIPING I I I I 2. PW_ 1 GRAPHIC SCALE CARBON FEED AND STORAGE SYSTEM PLAN AND SECTIONS lr PR-1 STUB UP 6" AND CAP SUPPORT TO FLOOR AIR COMPRESSOR BUILDING P.E. R. HOLMES o i z a SCALE IN FEET F E C PROJECT W. DATE A 26110-025-01 MARCH 2O20 WM NO: I DWG NO: M11 F E 4 n L- O U 0 �B co (V I . N oA m w Q PLOTTED: 3 24 2020 03:18 PM JOHN KRAMER - ' GRAPHIC SCALE 0 1 2 4 F NOTES: I SCALE IN FEET EXHAUST FAN 1. CONTRACTOR AND BUILDING MANUFACTURER (THERM. CONTROL) SHALL COORDINATE WITH AIR COMPRESSOR AND AIR DRYER EQUIPMENT MANUFACTURER TO CONFIRM LOCATION AND SIZE OF EXHAUST AV' AND PROVIDE ON SHOP DRAWINGS. 2. CONTRACTOR SHALL COORDINATE WITH AIR COMPRESSOR AND AIR DRYER EQUIPMENT I O o O MANUFACTURER FOR SIZING, CONFIGURATION, AND LOCATION OF EXHAUST DUCT WORK. of: 0 3. COMPRESSED AIR AND CONDENSATE DRAINAGE I EXHAUST FAN E PIPING SHOWN IN DRAWING PROVIDES INTENT. (THERM. CONTROL) NO TALLATION OF COMPRESSED AIR SYNTRACTOR IS RESPONSIBLE FOR STEM COMPLETE I AIR AIR WITH PROPER VALVES, FITTINGS, AND I I COMPRESSOR COMPRESSOR SUPPORTS. I 240 GALLON 4-AT-01 1 2 AIR RECEIVER # # 4-AC-01 4-AC-02 TANK 4-AD-01 4-AD-02 AIR AIR �X� �X� DRYERDRYER Ti ":. "... �. " - -•" " "" ."- . � " "-." :. -"" "..-,": -"_ ..... '"�, " - " .. " .:�- - :" " 1% SECTION A 1 /:r 1 '-0" M 12 PW-1 D I I I 1" SP-1 FILTER INFLUENT - ------------------------------ - I I I I -- I I � 1" SP-1 FILTER EFFLUENT 4g' DOORS 1r PR-1 2" - PSW-13" DR-3 ------1� --------------------- - I 1 I I 16'-cr 4 HUB DRAIN SEE ELECTRICAL MIN. 4T X4T INTAKE MIN. 4T X4T INTAKE M 17 SEE DETAIL DRAWINGS FOR CONTROL PANEL LOUVER W/ GRAVITY DAMPER LOUVER W/ GRAVITY DAMPER I I LOCATIONS j ADD T X 1" RED TEE / \ INTO HUB DRAIN 38 -0„ I CARBON FEED PUMP SKID SEE NOTE 2 36" DOOR C AND STORAGE TANK AREA AIR AIR I SEE M11 I 1" DR-3 DRYER #1 DRYER #2 AIR R COMPRESSOR COMPRESSOR o I j BALL VALVE 4-AD-01 4-AD-02 1 1 2 l i (1 V227) (TYP) 4-AC-01 4-AC-02 I 240 GALLON AIR 3'-0" MIN. 3'-0" MIN. 3'-0" MIN. \ / RECEIVER TANK ' s • a Z SEE I j FILTER FILTER NOTE 2 C� 4-AT-01 COUPLING EXHAUST EXHAUST lIn- co(TYP) DUCT DUCT Z I� O B A II V II O I U. ------------------------------.�. EXHAUST VENT EXHAUST VENT EXHAUST VENT ------- - - - - - - - - - ---------- ------------------- -- SEE NOTE 1 S N 1 NO 1 1� DR-3 1 �" CF-1 1 " CA-1 EXHAUST FAN EXHAUST FAN (THERM. CONTROL) (THERM. CONTROL) 1" AIR OUTLET AIR COMPRESSOR BUILDING PLAN TO FILTERS 1 �' = 1'-0" APPROVED Dewc n AHOLMEs WASTEWATER TREATMENT FACILITY � � W. �� A ow►wN JKRAMER � %, AIR COMPRESSOR BUILDING 26110-025-01 MARCH 2O20 ionqw. u ADVANCED WATER TREATMENT UPGRADE W. CERTIFICATE OF AUTHORIZATION *1841 ow ON NO:ama® TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS, FLORIDA PLAN AND SECTIONS ANTHONY R. HOLMES VTR. DATE REIIOM BY APP(2D. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. #70809 M 12 PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER FINISHED GRADE F E 3C 0 t_' N U w 0 w 0- J J w IL w IV U- 0 U I oB N 0 NA M N co n w FINISHED GRADE COVER PER TRENCH DETAIL 10' MIN 10' MIN PROPOSED UTILITY .. 0 �$_Qoi9owl1. COVER PER TRENCH DETAIL FULL LENGTH OF PIPE CENTERED AT CROSSING —� SEE MIN VERTICAL SEPARATION t REQUIREMENTS EXISTING UTILITY PIPE OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) FINISHED GRADE MIN `-SAND CUSHION 10'-0" MIN 11.25' ELB (TYP) SEE NOTE . - 1101191ZTll if NOTES: 1. WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. 2. THIS OPTION IS NOT ACCEPTABLE FOR EXISTING OR PROPOSED STORM SEWER CROSSINGS. ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) DEPTH VARIES -EXISTING UTILITY [SEE MIN VERTICAL SEPARATION REQUIREMENTS (, 10' MIN �T-10' MIN _I PIPE NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PER TRENCH DETAIL F-0m, B ,SAND CUSHION 'rf 11.25' ELB (TYP) SEE NOTE /--FINISHED GRADE DEPTH VARIES EXISTING UTILITY 12" MIN (TYP) t" 10'-0' MIN � B I 10'-U' MIN PIPE NOTES: 1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF FDEP AND THE ENGINEER. 2. WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE EXISTING UTILITY PROPOSED UTILITY POTABLE VITY SANITARY SEWAGE STORM RECLAIMED ELECTRIC COMMENTS WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 1'-6" 1'-6" 1'-0" 1'-6" 1'-0" SEE NOTE 1 GRAVITY SANITARY SEWER 1'-6" 1'-0" 1'-0" 1'-6" 1'-6" 1'-0r SEWAGE FORCE MAIN 1'-6" 1'-0" 1'-00 1'-6" 1'-6" 1'-0" SEE NOTE 2 STORM 1'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" RECLAIMED WATER 1'-6" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0r SEE NOTE 2 ELECTRIC 1'1'-0" 1'-0" 1'-0" 1'-0" 1'-0" TELECOMMUNICATIONS NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER. MINIMUM VERTICAL SEPARATION REQUIREMENTS CONCRETE ENCASEMENT W/ MINIMUM 6" COVER —% PROPOSED UTILITY SECTION A -A v SECTION B-B D CUSHION (ISTING UTILITY EXISTING UTILITY SAND CUSHION PROPOSED UTILITY CONCRETE ENCASEMENT W/ MINIMUM 6" COVER EXISTING UTILITY PROPOSED UTILITY GRAPOTABLE SANITARY SEWAGE STORM RECLAIMED ELECTRIC TREE WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 10'-0" 10'-0" 3'-0» 3'-0" 3'-0" GRAVITY SANITARY SEWER 10'-0" 1'-0" 1'-0" 5'-0" 5'-0" 3'-0" SEWAGE FORCE MAIN 10'-0" 1'-0" 1'-0" 3'-0" 3'-0" 3'-0" STORM 3'-(r 5'-0" 3'-0" 1'-0" 3'-0" 3'-0" 10'-0" RECLAIMED WATER 3'-0" 5'-0" 3'-0" 3'-0" 1'-0" 3'-0" ELECTRIC 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" TELECOMMUNICATIONS NOTE: UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. MINIMUM HORIZONTAL SEPARATION REQUIREMENTS TYPICAL UTILITY CROSSING DETAIL n mun o escliv CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 NTS WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA DETAILS ANTHONY R. HOLMES P.E. #70809 SEE MIN HORIZONTAL SEPARATION REQUIREMENTS oar umm PLAN VIEW F E Z 0 H V U) Z OB 0 0 U. PMECr W. DATE A 26110-025-01 MARCH 2O20 ow W. M NO. M13 co N J �I a o_' 3 WC L0 N O I— U w w a_ J J a_ w N O U 0 co 04 m IL 0 rn 0 N M CV Go PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER LIMITS OF CLEARING AND GRUBBING F F w ~ a- O z c-0 00 MIN SIDE SLOPE FOR SHORED FOR OPEN PER OSHA L UNDISTURBED TRENCHES TRENCHES REQUIREMENTS EARTH (NP) WARNING (TYP) GROUND TAPE SURFACE L� HORIZONTAL BEND < ANGLE OF DIRECTION WHERE SHORING IS NOT EXTENDED p�p� CHANGE NOTES: TO SURFACE, SLOPE EXCAVATION N ao� 1. THE SCHEDULE SHOWN IS FOR THE AWAY FROM TOP OF SHORING PER I-I���k� I �z FOLLOWING SERVICE CONDITIONS: 150 PSIG; E OSHA REQUIREMENTS A A ~' SPECIFIED TRENCH ZONE MATERIAL, 36 INCHES COVER; E x TYPE 3 LAYING CONDITIONS; AND 1.5 SAFETY FACTOR. PRIOR TO COMPLETION OF FINAL � 0 L BACKFILL, REMOVE SHEETING ABOVE I '`� CL 2. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET 12" OF TOP OF PIPE; REMAINDER OF I.` 0 a LiAND ARE MINIMUM LENGTHS REQUIRED IN EACH SHEETING TO BE LEFT IN PLACE Liu- DIRECTION FORM FITTING OR VALVES. PIPE OUTSIDE3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION DIAMETER OR VERTICAL 3 3 ,. DEAD END REGARDING RESTRAINED JOINTS. CONDUIT SPAN PIPE SPRING LINE OR a CENTERLINE OF VERTICAL z OPEN TRENCH MAXIMUM 4. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT CONDUIT SPAN 4 I� VERTICAL WALL HEIGHT BEYOND THE RESTRAINED LENGTH GIVEN. SHEETING OR TRENCH BO I~ PER OSHA REQUIREMENTS o m 5. EACH SIDE OF HDPE TRANSITION FITTINGS SHALL BE FOR SHEETING TYPE CONSTRUCTION, DRIVE 5 Lu a RESTRAINED PER THE RESTRAINED JOINT SCHEDULE AS SHEETING BELOW BOTTOM OF EXCAVATION _ I�I� �, AN IN -LINE VALVE. FOR LATERAL SUPPORT AS REQUIRED BY 1 � THE CONTRACTOR'S REGISTERED ENGINEER �`�' to PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN UPPER BEND lF��ti N o TRACING WIRE REQUIRED REGARDLESS OF Cj, �Q TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2 ANGLE OF 45 DIRECTION CHANGE D NOMINAL PIPE DIAMETER MINIMUM SIDEWALL CLEARANCE ADDITIONAL EXCAVATION DEPTH t OR HORIZONTAL CONDUIT SPAN (INCHES) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. ZONE ZONE ZONES 1-5 NO. NAME MATERIAL COMPACTION * 10 FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED ZO INITIAL BACKFILL PROCTOR MAXIMUM DRY 3Q MUNCHING DENSITY ASTM 40 BEDDING D-1557 50 FOUNDATION D LOWER BEND RUN ANGLE OF 457 DIRECTION Li CHANGE VERTICAL OFFSET PROFILE �z (*) WHERE STABILIZATION IS CALLED OUT IN DRAWINGS, COMPACT UPPER Vt OF SUBGRADE TO AT LEAST 98% MODIFIED PROCTOR MAX DRY DENSITY ASTM D-1557. BRANCH =:lm TRENCH ZONE NOTES: L L L 10 FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. TEE 201NITIAL BACKALL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. C 31) MUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS C SHALL BE COMPACTED BY HAND TAMPING. MUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. «� RUN VALVE ®BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE J. NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. 50 FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. OM NSIZE VALVES OR DEAD -ENDS HORIZONTAL BENDS VERTICAL OFFSET TEES REDUCERS 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS Lu Li RUN SIZE BRANCH SIZE L (FT) RUN SIZE L (FT) 6 53 24 10 5 3 22 10 - - - 12 TO 10 29 8 70 31 13 7 4 29 13 - 1- - 10 TO 6 52 10 84 37 16 85 4 35 16 10 10 27 12 99 1 43 1 18 1 9 5 1 41 1 18 12 <12 1 41 0 ADDITIONAL NOTES: M 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLAB, ETC.) SEE CONTRACT SPECIFICATIONS FOR TYPICAL RESTRAINED JOINT DETAIL ADDITIONAL COMPACTION REQUIREMENTS. SEE CIVIL DRAWINGS FOR ASPHALT RESTORATION DETAILS. Z B NTS B 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE V WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL_ BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. LL 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NTS A DES AHOLMES WASTEWATER TREATMENT FACILITY IADVANCED APPftONED BYPROJECT I W.DATE: I A ion 26110-025-01 MARCH 2O20 mvm JKRAMER m n e u& WATER TREATMENT UPGRADE DETAILS CHECKED VRIEDRICH CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS FLORIDA � ANTHONY R. HOLMES wooc DWG NO - M 14 UR DATE REVfS M BY APPRO. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. #70809 4 3 2 [r l 1 H U w of a_ OR ''- F�- U O co w Y m a_ N Lo 4 0 N 0) N 00 is uj PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER - SCH tSU f'V(; VENT PIPING AND ASSOCIATED F ELBOWS TO OPEN — DOWNWARD OR THREADED TO OUTLET WEfWELL AS SHOWN ON THE AIR VALVE DRAWINGS. SCH 40 SS CLOSE NIPPLE (TYP) SS COMPANION FLANGES SS BALL SCH 40 SS iH0 VALVE (V221) PIPE NIPPLE (iYP) DRILL AND TAP E 1• MAN STEM BLIND FLANGE CLEARANCE TIE ROD SCHEDULE TEST PRESSURE 25 PSI I 50 PSI 100 PSI PIPE DIAMETER (IN) MINIMUM PIPE WALL THICKNESS IN(IN)_REQ'D TIE RODS TIE RODS TIE RODS DIA NO DIA IN NO REQ'D DIA IN NO REQ'D 6 3/16 — — — — 5/8 2 8 3/16 — — — — 5/8 2 10 3/16 — — — — 5/8 2 12 3/16 5/8 2 5/8 2 5/8 2 14 3/16 5/8 2 5/8 2 3/4 2 16 3/16 5/8 2 5/8 2 3/4 2 18 1/4 5/8 2 5/8 2 7/8 2 20 1/4 5/8 2 3/4 2 7/8 2 22 1/4 5/8 2 3/4 2 3/4 4 24 1/4 5/8 2 3/4 2 7/8 4 30 1/4 5/8 4 3/4 4 7/8 6 36 1/4 3/4 4 7/8 4 1 6 42 1/4 3/4 4 1 4 1 8 48 5/16 7/8 4 7/8 8 1 10 NOTES: 24 x24 x6" CONC PAD CI CLEANOU I W/ INTERNAL BRASS PLUG, 1. TIE RODS SHALL CONFORM TO ASTM A193 GRADE B7. W/ BRASS TAG AND SECURED HEAVY DUTY COVER, SS SCREW LOCATOR WIRE RISER AND GASKETED JOINT OUTLET 2. NUTS SHALL CONFORM TO ASTM A194 GRADE 2H. F 3. TIE RODS SHALL BE TIGHTENED GRADUALLY AND _ EQUALLY IN STAGES TO PREVENT UNEVEN ALIGNMENT - ': ' ' `.:' FIN GR AND TO ALLOW EQUAL STRESS ON ALL TIE RODS UNDER PRESSURE. TIGHTEN UNTIL SNUG. THREADS1(— SHALL PROTRUDE FROM NUTS. PEEN THREADS AFTER �, r TIGHTENING NUTS. \—(4) 4. TIE RODS SHALL BE SPACED EQUALLY AROUND PIPE. I III-1 11=1 I I=) I I I # 4 BARS EW IN CENTER OF PAD 5. CONTRACTOR SHALL USE DATA FOR ONLY THOSE PIPE RUBBER GASKET SIZES AND TEST PRESSURES SPECIFIED IN THIS COMPACT SOIL TO 95% CONTRACT. ASTM D-1557 MIN 12" 6. PAINT TIE RODS AND BOLTS IN ACCORDANCE WITH BELOW SLAB E SPECIFICATION SECTION "PAINTING AND COATINGS" SYSTEMS. 49 ELBOW TIE RODS, FOR NUMBER WYE AND SIZES SEE SCHEDULE / TIE RODS, FOR NUMBER TIE BOLTS AS MFG'D NOTES: AND SIZES SEE SCHEDULE TIE BOLTS AS MFG'D BY " BY STAR NATIONAL 1. SEE DRAWINGS FOR AIR VALVE TYPE AND INLET DIAMETER. 4 MIN I-- STAR NATIONAL PRODUCTS 4 MIN F-� PRODUCTS OR EQUAL 2. BALL VALVE AND NIPPLES SHALL HAVE THE SAME OR EQUAL DIAMETER AS THE AIR VALVE INLET. 45' ELBOW 3. VERIFY SIZE OF VALVE PRIOR TO ORDERING ANCILLARY PARTS, DRILLING OR TAPPING. 4. UNLESS NOTED OTHERWISE, EXTEND VENT PIPING TO Cr GRAVITY CLEANOUT DETAIL 3 AFF. PROVIDE SS BUG SCREEN, AND UNI—STRUTROM bm Z D SUPPORT. NTS — �/ D FLANGE MOUNTED AIR MECHANICAL JOINT PIPE PE X PE SPOOL PE X FLG SPOOL FLANGED COUPLING ADAPTER RELEASE VALVE DETAIL 1 SERVICE TYPE NTS _ MECHANICAL JOINT PIPE FLANGED JOINT PIPE * WATER * WASTEWATER TYPICAL THRUST TIE ROD DETAIL 2 *RECLAI'I�"�`"� SIZE 9" 4" NTS VALVE TYPE WATER * GV - GATE VALVE 24" AND OVERCONCOF VALVE D 1 BOX H-20 LOAD RATED VALVE BOX * V- BUTTERFLY BFV SET COVER OF VALVE BOX d� CONCRETE CAST OWN LID BELOW GRADE IN PAVEMENT TYLERIUNION 461-S SIGMA 562-S * PV -PLUG VALVE PAD 1/4- BELOW GRADE IN PAVEMENT A 2" OR SHOULDER AND 2" ABOVE OR APPROVED EQUAL * BV -BALL VALVE ABOVE GRADE ELSEWHERE GRADE ELSEWHERE DIRECTION AND No. OF VALVE STEM EXTENSIONS) REQ'D 1 TURNS TO OPEN VALVE p4t 6 FINISHED GRADE TO MAINTAIN 2' DEPTH TO M�5 WA IDENTIFICATION DISK M 5 OPERATING NUT ON DEPRESSED ANCHORED TO MAIN W/ 36- OR MORE COVER GRADE OR PAVEMENT BR LETTERS CAST IN B DIA CONCRETE BRONZE DISK AS MFR BY C // // // // // // ' ° .'`yfR' `! * F // // // // \ sHELDON BRONZE CO. - X Tom" X s" CO CONCRETE PAD C -H ADJUSTABLE C1 VALVE BOX W/ COVER \ N MARKED "WATER", -SEWER-, VAALDJU�S gp I I \ BAR CONT I , ETC CAST IRON LID WITH RAISED p LETTERS -RECLAIMED-, -SEWER- HAND TAMPED BACKFILL AT TOP w Z I I I I SECTION IL 0 OPERATING NUT OR "WATER" AS APPROPRIATE VALVE STEM IN m 11 I VALVE STEM N HORIZONTAL POSITION r CISP I VERTICAL POSITION q VALVE BOX SHALL REST ON VALVE SE AS SPECIFIED I I EXTENSION ROD WITH r SO BEDDING ROCK, NOT ON THE PIPE Z IZ OR INDICATED ON DWGS I I OPERATING NUT 6" BELOW GRADE #3 BAR CONT, OC O IIIWHEN VALVE IS OVER 4'-V BELOW FDOT 067 STONE (6 DEEP)GRADE � GEAR OPERATOR DIA OF PEE OR 1r MIN Z g BELOW VALVE , //\ \\//\ O B GRAVEL BEDDING 0 (COMPACTED FDOT 057 STONE) PILE VALVE COLLAR w/ IDENTIFICATION DISK DETAIL 6 Ix VALVE (GATE VALVE SHOWN, NTS O LL \ \\ \\ \\ \\ \\ \\\ • LENGTH OF BEDDING N PLUG AND BUTTERFLY VALVES saMILAR) �./ EQUALS VALVE LENGTH + 12- COMPACTED FDOT 067 STONE (1 PIPE OD + 12" 12' CUBIC FOOT) BURIED VALVE w/ GEAR OPERATOR BEDDING & BOX DETAIL 4 BURIED VALVE w/OUT GEAR OPERATOR BEDDING & BOX DETAIL51 NTS NTS A oeslcNm AHOLMES *PROVED BY PROJECT No: DATE: A WASTEWATER TREATMENT FACILITY 26110-025-01 MARCH 2O20 DRAWN &RAMER Jonqwsu'�.%rj'Erff"Eunds!) ADVANCED WATER TREATMENT UPGRADE DETAILS CERTIFICATE OF AUTHORIZATION *1 NJ CITY OF ZEPHYRHILLS FLORIDA �c W. Dws cwc mD TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- S821 ANTHONY R. HOLMES LTR. DATE REVISION$ BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 70809 M 15 4 3 21 0 0 co I L0 cV O O N U w 0 3 0 0 Q U W Q of 0 a- �I Q P foU V1 U W 7 w a. 1 0 (V w w af Y a co (V Lei 0 (V 0 6 Ld �Z (f) PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER — CUT FRP TO PROPER LENGTH FOLLOWING MANUFACTURERS RECOMMENDATIONS F UNISTRUT FMPV 2Z00 F OR EQUIVALENT AS REQ'D FOR PIPE a o . AS REQ'D FOR PIPE INSTALLATION, o a INSTALLATION, da L O 9" MIN UNO a `° 9" MIN UNO � . INTERIOR INTERIOR FACE OF WALL 0 FACE OF ° WALL • 4 0 ° e ° v ° a vo v 0 SEE NOTE 2 0 STAINLESS STEEL U-BOLT WISS NUTS AND WASHERS 0 E 0 E _ . a ° ° a UNISTRUT F20PU-SM a i d ° ° Q OR EQUIVALENT DUCTILE IRON DUCTILE IRON WALL PIPE °: a r WALL PIPE ° INTEGRALLY CAST, b ° C SEEP RING, CENTERED IN SLAB INTEGRALLY CAST, SEEP RING, CENTERED IN SLAB FLG x PE FLG x FLG NOTES: 1. COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO STAINLESS STEEL ANCHOR BOLTS CONCRETE PLACEMENT. WISS NUTS AND WASHERS, S¢ED TO MANUFACTURERS RECOMMENDATIONS 2. DRILL AND TAP FLANGE TO RECEIVE THREADED BOLTS. p TYPICAL WALL PIPE TYPICAL FIBERGLASS PIPE p NOT USED 1 (FLUSH MOUNTED) DETAIL _ 2 _ (FRP) SUPPORT DETAIL 3 NTS — NTS NTS 3WSH-21(PVC HOSE) 3/4V210 WfP 2) ° C AS REQ'D FOR PIPE a a AS REQ'D FOR PIPE' JOINT FILLER (TYP) C INSTALLATION, o INSTALLATION, 14/2'X3/4' PVC QUICK COUPLING 9" MIN UNO 9" MIN UNO JOINT SEALANT ON * a RED BUSHING ° EXPOSED FACE PVC BALL CHECK VALVE 141r BACK vo Z PRESSURE 3140 TAPPED WELD-O-N_ET, BOSS, OR TAPPING SADDLE VALVE SEE ENDS AS SHOWN a Z w NOTE 1 1/2" PVC INJECTION SOLUTION TUBE * SUE & ON DWGS TYP 0O TYPE AS SPECIFIED, LENGTH L PIPE DIM- 1 1/2" CF-1 J PIPE UP TO THROUGH CONCRETE VITON SAF T-SEA @ TW- WALL/SLAB OR MASONRY WALL Z Mrs (� SUPPORT o MINIMUM 1Jzr NON —SHRINK O *CHEMICAL INJECTION ASSE 0LY AS ° DUCTILE IRON GROUT. PAINT ON GROUT V MANUFACTURED E/ BY SAF T-FLO, OR WALL PIPE MATCHING WALL PAINTING APPROVED () v v ° co) INTEGRALLY CAST, a ° SEEP RING, CENTERED Z B v v c IN SLAB O B PUMP SUCTION PIPE SMALL DIAMETER PENETRATION DETAIL 6 NOTE._ O — 1. COAT WALL PIPE WITH SPECIFIED PAINT NTS 0 I'1OTE: SYSTEM PRIOR TO CONCRETE PLACEMENT. ILL 1. VALVE SUPPLIED BY CHEMICAL FEED SKID VENDOR COORDINATE LOCATION WITH CHEMICAL FEED SIB VENDOR CHEMICAL INJECTION TRANSITION DETAIL TYPICAL WALL PIPE DETAIL 5 NTS — NTS A DE51Gn AHOLMES NTROVEDBY� W. DATE A WASTEWATER TREATMENT FACILITY 26110-025-01 MARCH 2O20 DRAWN JKRAMER ionq�..__vEd%Affr"ffEun&1 ADVANCED WATER TREATMENT UPGRADE DETAILS CERTIFICATE OF AUTHORIZATION *1841 CITY OF ZEPHYRHILLS, FLORIDA c DwG NO: R. HOLIES LE CHECKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 M 16 VTR. DAB FORSKM BY AM. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. J70809 �I a r. 0 (V w W M Q Y IL 0 0 4 0 cV M CV 00 0 W Q PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER ENDS AS SHOWN ON DWGS TYP 0.90 F _ F INSTALLATION, AS REQ'D FOR PIPE o SEEP RING, INTEGRALLY I 9" MIN LINO CAST, CENTERED IN SLAB TOP OF SLAB 1 /2" DEPRESSION 8 3/8"OxT TYPE 316 SS EPDXY (TYP) SEE NOTE 2 / ADHESIVE ANCHOR A. SEEP RING, e SEEP RING, INTEGRALLY CAST, s ° e v ad e d TYP TOP OF SLAB CENTERED IN (NP TOP OF SLAB I INTEGRALLY CAST, 3" B a ea e CENTERED IN (TYP) ° SLAB MOUNTING DETAIL a . SLAB AA a e 8 a e � d e e ..- a SUPPLY 1 1 /'f IPS •a d • - e • . .• • • A _ E DUCTILE IRON AS REQ'D FOR PIPE 4 4° E WALL PIPE INSTALLATION I I PExFLG DUCTILE AS REQUIRED to AS REQUIRED \ IRON WALL PIPE, PExPE DUCTILE FOR PIPE SEE NOTE 2 FOR PIPE I INSTALLATION IRON WALL PIPE INSTALLATION ® N ENDS AS SHOWN ON DWGS NOTES: 1. COAT FLOOR PIPE WITH SPECIFIED PAINT 10 3/16' NOT PE x FLG SYSTEM PRIOR TO CONCRETE PLACEMENT. PE x PE /- ALL ABOVE GROUND 1. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO 2. DRILL AND TAP FLANGE TO RECEIVE SAFETY SHOWER PRESSURIZED CONCRETE PLACEMENT. THREADED BOLTS. PIPING TO BE \ INSULATED AND COVERED WITH SST TYPICAL FLOOR PIPE DETAIL 1 TYPICAL FLOOR PIPES(FLUSH MOUNTED DETAIL SHIELDING D ) 2 NTS - N NTS �� \ CV co N M I � b FLOOR LINE PMJF —1 1 /4V700 INSTALL IN OPEN POSITION • - AND REMOVE HANDLE zf I • WASTE 1 1 /4" IPS ' v e � C d a NOTES: a e 1. DIMENSIONS MAY VARY 1 /2" t . au v _ I vd v e 2. SS-1 EMERGENCY SHOWER AND EYE WASH STATIONS SHALL BE d v v HAWS MODEL 8336 (OR EQUAL). ALL ASSOCIATED PIPING SHALL BE DR-3 SIZE SCH 80 PVC UNO. AS SHOWN I 3. SS-2 EMERGENCY SHOWER AND EYE WASH STATIONS SHALL BE 90' BENDS HAWS MODEL 8300CRP. ALL ASSOCIATED PIPING SHALL BE SCH 40 GS UNO. 4. MOUNTING PER MANUFACTURER'S RECOMMENDATIONS. z O I — 5. PROVIDE 3/4" THICK (NOMINAL) NON -SHRINK NON-METALLIC EPDXY j GROUT AS NECESSARY TO PROVIDE LEVEL/ PLUMB INSTALLATION. H EMERGENCY SHOWER z B _Tl AND EYEWASH DETAIL 3 0 B NTS O LL HUB DRAIN DETAIL NTs A DeIGHEID AHOLMES APPROVED � � W. �� A WASTEWATER TREATMENT FACILITY 26110-025-01 MARCH 2O20 DRAWN JKRAMER ones mun ADVANCED WATER TREATMENT UPGRADE DETAILS CERTIFICATE OF AUTHORIZATION #' 841 CITY OF ZEPHYRHILLS FLORIDA owe ft CHECKED TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 ANTHONY R. HOL.MES M 17 LM DATE REVISIONS BY APPRD. 1 1324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 70809 4 QD 04 i U LLI 0 3 0 0 U i L LI 0 a_ 0 �I a a O U LEI w a P J J 0- Lli N LL_ O f' �•J co 04 Of LEI Q Y 57 O CV M N 00 PLOTTED: 3/24/2020 03:19 PM JOHN KRAMER -- A CONC OR F 3/8» THRU MASONRY F » 4 PIPE WALL, R a OR CEILING d ° PROVIDE AICKINCLAMP ANVIL FIG 265 PIPE BEAM MOUNT BEAM CLAMP (GRINNELL 200-3100 SERIES PIPE SADDLE SUPPORT FIG 292 OR EQUAL) ONE HOLE PIPE CLAMPS W/STOP LOCKS, c) D CLAMP ANVIL �' a v RIGID PIPE CLAMPS PCR rn SPECIAL CAST IRON CONCRETE CEILING MOUNT . ' : - -- SERIES W/STOP LOCKS, OR X REDUCER TYP TO FIG FIGINTURE 12TIO FIGURE 126 OR EQUAL, THE CLAMPS SHALL a 265 EQUAL ." e - BE FASTENED IN • ACCORDANCE WITH w _4 ' - a SPECIFICATION SECTION Of 316 SST WEDGE ° .4 • = . 15064, SEE NOTE w ANCHORS, SIZE , - a BASE PLATE ATTACHED DETERMINED BASED ° - ' - TO CONCRETE W/4—MN E ON ROD SIZE CARBON STEEL CONCRETE . • (TYP) STOP LOCK TYP L ``' 5/8"O 316 SS E ROD ATTACHMENT PLATE 3 ' ANCHORS &LEVELING 316 SST HANGER ROD, GRINNELL FIG 52 OR EQUAL, � . � , TYPE 316 SST 3 8" / 3 1-5/8» AICKINSTRUT A NUTS (TYP) DIAMETER AND LENGTH AS REQ'D TO MEET PIPE SIZE HOT -DIP GALVANIZE AND PAINT SAME AS CEILING IF ( ADHESIVE - '.. DIA x 6» LONG HEAVY DUTY FRP CHANNEL, ISOLATION PAD » AND CENTERLINE PAINTED ) ANCHOR SIZE ° EXPANSION ANCHORS A 20V-2000 1 GROUT ELEVATIONS SHOWN ON AS REQ'D B = AT 2'-0" OC MINIMUM 2 a FINISHED FLOOR SLAB DRAWINGS ROD SIZE —ALL ATTACHMENT MFR - � NOTE: SST ADJUSTABLE CLEVIS PLATE DIMENSIONS ARE .. d 1. FOR INSULATED PIPE PROVIDE PVC ° ° B GRINNELL FIG 260 OR EQUAL, SIZE DEPENDENT UPON DEPENDENT UPON ROD SIZE, AS SPECIFIED ON THE NOTES: a SLEEVE AROUND INSULATION. ° . a 4 4 ° a PROCESS PIPE SIZE, AS DRAWINGS AND IN THE 1. SPACE PIPE SUPPORTS TO SUIT LOAD. SPECIFIED ON THE DRAWINGS AND IN THE PROJECT MANUAL, PROJECT MANUAL 2. CLAMP SHALL SS UNO. CONCRETE SLABS, WALLS, AND NOTE: ROD SIZE SHALL BE PROCESS PIPE SIZE 1 /2» TO CEILINGS REFER TO DETAIL FOR TYPICAL PIPE M 18 COORDINATED WITH PIPE SIZE 1 �' plA SUPPORT DIMENSION TABLE AND THE ATTACHMENT PLATE TYPICAL PIPE SUPPORT TYPICAL PIPE SUPPORT TYPICAL NONMETALLIC TYPICAL ADJUSTABLE HEIGHT SADDLE HANGER CLEVIS & PL DETAIL 1 WALL CLAMP DETAIL 2 PIPE SUPPORT DETAIL 3 WITH YOKE TYPE PIPE SUPPORT DETAI 4 NTS NTS NTS NTS CONCRETE WALL HDPE LINER 12" TO 24» PIPE WALL OD o o 1» 45' CHAMFER (TYP) 1 /4» CLEAR 0 0 RADIUS AND BOLT HOLES TO MATCH FLANGE (MIN 2 BOLT HOLES) Cr x4» x 1 leANGLE Ito 1 /2» SST U—BOLT v LENGTH AS REQUIRED r C) 1 4 a 45- W D+1 /8» IDx3» LONG PIPE, ° L5x5x3/8 MEDIUM WEIGHT WELDED STEEL PIPE WELD TO CENTER OF ANGLE oy a. SUPPORT BRACKET AS FABRICATED TO SUITE uj w 1 4 OR GRINNELL FIG, No 195 OR EQUAL cn ° a ANVIL SPECIAL CAST IRON LaJ REDUCER TYP TO FIG 264 PIPE SIZE A B C D MIN MAX INCHES 4 4 9 9 1/4 14 3 5 4 9 10 14 3/4 3 6 4 9 10 1/2 15 1/4 3 8 4 9 11 3/4 16 1/2 3 10 4 9 13 1/2 18 1/4 3 12 4 9 15 19 3/4 3 14 4 11 16 1/4 20 3/4 3 16 4 11 17 3/4 22 1/4 3 18 6 13 1/2 19 1/2 24 4 20 6 13 1/2 21 25 1/2 4 24 6 13 1/2 23 3/4 28 1/4 4 30 6 13 1/2 27 31 1/2 4 36 6 1 16 1 30 1 36 4 D a 1/2- WALL PLATE ( (DIA+4») SQ p a 1 /4» FULL —CIRCLE —v SADDLE 0 0 C 0 r Q N - p D �o PIPE SUPPORT PIPE 3/9' V 1 TYPICAL PIPE SUPPORT ° 1» THICK GROUT a BASE PLATE ATTACHED TO ISOLATION PAD CONCRETE W/4—MN 5/8»0 316 DIMENSION TABLE ATTACH To WALL w/4 ZO d Q 5/8» x5» LG SST EXPANSION ANCHOR W/NUT SST EPDXY ANCHORS W/3» 1 /2»0 SST EPDXY ANCHORS _ Id° ° AND WASHER EMBEDMENT & LEVELING NUTS FIN. FLOOR/SLAB W/4» EMBEDMENT AND V 4 LEVELING NUTS NOTES: ° a » p 4 °a 1 U ° GROUT CB a � AS UIRED REQ a a ° 1. MAXIMUM RECOMMENDED LOAD: 1,500 LBS. °Q 4° . ° a a . ° 3/8» 4 ° a a o 4 B 2. WELDED PIPE SUPPORT BRACKETS FOR SYSTEMS — — = NOTES: Q B WEIGHING GREATER THAN 1,500 LBS: THE—�—� �_�—� �_�—� �—� �_� I 1. ALL HARDWARE, PLATE, SADDLE, ETC, SHALL BE 300 SERIES SST. V CONTRACTOR SHALL SUBMIT A BRACKET APPROVED) BY A STRUCTURAL ENGINEER TO JONES EDMUNDS 1 I —III III —III —1 I I 2. SUPPORT PIPE SHALL BE 316 SS. Q FOR REVIEW AS PER SHOP DRAWING SUBMITTAL LL PROCEDURES IN THE SPECIFICATIONS. TYPICAL WALL MOUNTED TYPICAL PIPE SUPPORT TYPICAL FLANGE TYPE PIPE PIPE SUPPORT WELDED STEEL DETAIL 5 SUPPORT DETAIL �6� TOP VIE DETAIL 7 NTS _ NTS NTS A DemNED AHOLMES WASTEWATER TREATMENT FACILITY *PROVED BY� W. DAM A 26110-025-01 MARCH 2O20 DRAWN JKRAMER I1 0 unds ADVANCED WATER TREATMENT UPGRADE DETAILS CFEq(ED TFRIEDRICH CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS, FLORIDA ANTHONY R. HOLMES uroEx owe NO: 18 LT& (ate gf APPRp. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 70809 4 0 ON H �I a a-' I 0 / U w a_ IL 0 ►i 00 (o N a: w Y co tn Ki z 0 N M CV co uj a cn PLOTTED: 3/24/2020 03:19 PM JOHN KRAMER 1 /2" THICK STRAP ID AS REQ'D D SS FLAT BAR F PIPE WALL EXTEND ANCHOR F BOLTS 2" ABOVE STAINLESS STEEL PIPE STRAP AISI 1 5/16" 0 `V CONCRETE TYPE 316 W/316 SST BOLTS AND A A m HEAVY DUTY CHANNEL NUTS �o 1 /4" NEOPRENE PAD BETWEEN a SS BOLT (TYP) O w PIPE AND CONCRETE a a a 3/8" DIA FOR 3/4" TO 3 o: d d CONCRETE SUPPORT PAD d 1 /2" PIPE 1 /2" DIA FOR 4' � EXISTING OR NEW CONCRETE " a TO 10" PIPE SEE NOTE 4 UNISTRUT 20V-2100 BACK ^ d ( ) TO BACK CHANNEL � SECTION A -A a a s A C— HOLE DIA a NOTES: E ELEVATION VIEW #3 TIE ®10" OC 6—#5 REBAR, DRILL & EPDXY TO SLAB, MIN 4" EMBED I r O O + 3" CLEAR ca o TYP w a_ a - it 7/8" 0 ANCHOR BOLT (TYP) 8" PIPE SIZE A B C FLAT D BAR SIZE LOAD RATING LBS 3/4 5 15/16 2 1/2 7/16 3/16 x 1 1/4 190 1 6 1/4 2 5/8 7 16 3 16 x 1 1/4 — 1 1/4 611/16 23/4 716 316x 1 1/4 — 1 1/2 6 15/16 3 7 16 3 16 x 1 1/4 190 2 85 16 33 16 7 16 1/4 x 1 1/4 420 2 1/2 8 7 8 3 7 16 7 16 1/4 x 1 1/4 — 3 91 8 334 716 1/4 x 1 1/4 420 3 1/2 10 1 16 4 7 16 1/4 x 1 1/4 610 4 10 9/ 16 4 1/4 9 16 1/4 x 1 1/4 — 5 11 34 434 9/16 1/4 x 1 1/4 610 6 1438 5516 9 16 38X 1 1/2 870 8 1658 6516 916 38X 1 1/2 870 1. WHEN USED WITH PVC PIPE, PROVIDE 18 E GA PAINTED SHEET STEEL SLEEVE 6" LONG W/STAINLES STEEL HOSE CLAMPS UNISTRUT CHANNEL FTITING P2348 AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER TUBES W/2" STRIP OF RUBBER FABRIC. 2. FOR FLANGED PIPING INCREASE B UNISTRUT 1 5/8"x1 5/8" DIMENSION A REQUIRED. CHANNEL P1000 3. PAINT PIPE SUPPORT SAME AS PIPE. 4. USE ADHESIVE ANCHORS FOR MOUNTING UNISTRUT POST BASE P1887 ON CONCRETE. W/316 SST 1 /2" DIA x 6" 5 ALL MOUNTING HARDWARE SHALL BE AISI LONG EXPANSION ANCHORS (Typ) THDE 304 LINO. PIPE OD + 6" D CONCRETE DETAIL *SAFETY FACTOR OF 5 6. PIPE SUPPORT SHALL NO. 103 OFFSET PIPE BE BY ANVIL PART CLAMP OR EQUAL NOTE: 1. ALL CHANNELS AND FITTINGS SHALL BE D DIPPED GALVANIZED STEEL LINO. TYPICAL CONCRETE PIPE TYPICAL CHANNEL STRUT PIPE SUPPORT DETAIL 1 TYPICAL PIPE SUPPORT DETAIL SUPPORT DETAIL 3 NTs NTs KS — PROVIDE AICKINCLAMP 200-3100 SERIES PIPE CLAMPS W/STOP LOCKS, STOP LOCK (TYP) 1/2" ADHESIVE ANCHOR RIGID PIPE CLAMPS PCR SERIES W/STOP LOCKS, OR EQUAL, THE 2 REQ'D WALL CLAMPS SHALL BE FASTENED IN 1-5/8" AICKINSTRUT TWO —BOLT PIPE CLAMP; ACCORDANCE WITH SPECIFICATION HEAVY DUTY FRP ANVIL INTERNATIONAL, INC SECTION 15064, SEE NOTE CHANNEL, 20V-2000 FIGURE 212 OR EQUAL C SCH 40 STEEL PIPE BAR 1/4' x CLAMP WIDTH C x I Q a o v a z 45 LBS FELT 1 /4 o v v � Q TWO —BOLT PIPE CLAMP; ANVIL INTERNATIONAL, INC TYPE 316 SST 3/8" Z FIGURE 212 OR EQUAL CONC OR MASONRY WALL, DIA x 6" LONG FLOOR OR CEILING NOTE: EXPANSION ANCHORS a 1/4 PLAN 1. FOR INSULATED PIPE PROVIDE PVC AT 2'-0" OC V SLEEVE AROUND INSULATION. MINIMUM 2 ATTACH TO WALL 1 /2" x(D+2") SQ FOR 8" W/4 1 /2" x6" AND SMALLER PIPE, 1 /2" xD SQ FOR 10" NOTES: CONCRETE SLABS. WALLS. AND CEILINGS U) Z B ADHESIVE ANCHORS AND LARGER PIPE 1. SPACE SUPPORTS TO SUIT LOADS. O B 2. WHEN INSTALLED INSIDE WATER HOLDING BASINS, V FABRICATE ENTIRE SWAY BRACE FROM AISI TYPE PLAN 304L STAINLESS STEEL COMPONENTS. 0 TYPICAL NONMETALLIC TYPICAL SWAY BRACE (TYPE A) TYPICAL SWAY BRACE TYPE B PIPE SUPPORT DETAIL DETAIL 4 DETAIL 5 NTs NTS NTS — A DEmuD AHOLMES WASTEWATER TREATMENT FACILITY �� By PROJECT W.DAMA 126110-025-011MARCH ionesEdmundVI 2O20 DRAWN &RAMER ADVANCED WATER TREATMENT UPGRADE DETAILS CI a" TFRIEDRICH CERTIFICATE OF AUTHORIZATION *1841 730 NE WALDO ROAD. GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS, FLORIDA ANTHONY R. HOLMES INDE)( NO. ' NO: M 19 P.E. #70809 (_TR. DATE REVODN$ fff APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 F VA a S d 4 I+] 4 F E c� 0 co N cV 0 op cco N U W 0 0 i♦ U) w 0 a_ �I a 3C 0 I N 0 cn — U W a ci — J J w N w 0 U I oB N w a Y a- 0 Nq M N 00 Q N PLOTTED: 3/24/2020 03:19 PM JOHN KRAMER - - 1 TYPICAL PSW T 1 1/2V710 `� HOSE RACK SEE 1 V720 DETAIL 1 1 /2" 90' ELBOW GALV 1 /4" ALUM ROLLED 1 /2" PLATE ROUND STOCK 24 5 3/8" 8 5/16" 1 1 /2" GALV PIPE NIPPLE 1 /'r — ROLLED W/ SS HOSE CLAMP 1 /4" ALUM 2 1 /4" ALUM BACKING PLATE PLATE TYPICAL PSW M20 MOUNTED - - -- - -- -. - - TYPRAIL 1 /4 WASHDOWN RACK ROLLED 1 /2" 5 1 /2" DIA SEE DETAIL ROUND STOCK TYPICAL NOZZLE HOLE 3/8" x 1 7/8" SS SEE DETAIL `M2O 1 1 /2" x3/16" 4 UBOLT W/ SS 5/8" DIA HOLE ° INSULATE ABOVE -GROUND, 1 /4" ALUM PLATE I I I I ALUM ANGLE NUTS AND WASHERS (TYP) (TYP OF 6) 1; EXPOSED PORTION OF 1 1 /2" PSW-3 PIPING AND COVER WITH 244, 1 1 /2" GS PSW / \ ! SST SHIELDING 1 /4" �\ N re) " 1 ALUM OPTIONAL RAIL �Pj �' co I I 04 17 SQ TUBING MOUNTING - I \ -- ROLLED 1/4-----------�T �� 04 ROLLED 1 /2"ALUM ALUM PLATE `' �j� I I `' SS UBOLT 2,4 ROUND STOCK ---- --------T-T-,� � W/SS NUTS AND WASHERS 1 4" / 11 5 1 /4" 1 1/2V200 3 1/4"Li 4 1/4" 1 1 /2" x3/16" (4 1 I FRONT SIDE ALUM ANGLE I I 1 2 1/16" co HOSE I I o TYPICAL YARD HYDRANT I TYPICAL PSW RAIL MOUNTED -I BRACKET MOUNTING DETAILK"3 5 8" DIA HOLE / N I I WASHDOWN RACK DETAIL 2 - (TYP OF 6) NTS M NTS 1 /4" ALUM PL 1 /4" ALUM PLATE 1 M TYP 1 /2" x6 1 /4" SS U—BOLT 6" x6" x 10'-0" PRECAST CONCRETE POST I + I N 1 /4" W/ SS NUTS AND WASHERS (TYP) 1/2V710 CC---L. i--�-%--- ---1 v 5 x TYPICAL NOZZLE M20 SEE DETAIL 1 1 /2" 90' ELBOW GALV co 0 1V720 ROLLED 1 /2" ro 2 4 1 1 /2" GALV PIPE NIPPLE ALUM ROUND STOCK 4X �' TYP � 1 /4 W/ SS HOSE CLAMP �co CONTROL 1'-1 7/8" m m BALL VALVE 1 1/2V200 11-1 � `° 1147 ALUM PLATE I 1 1 /2" PSW-3 TYPICAL YARD 3 — 1/4' HYDRANT `M2n0 V ROLLED 1 /4" ALUM PLATE BYOVU5% T ASODETAIL 1 1 /2" BRASS MALE TYPICAL PSW HOSE RACK DETAIL 1 1/4" ALUM PLATE 1 T ADAPTOR-HOSE TO NPT 1 1 /2" BRASS NOZZLE 1— 2 4 TYPICAL YARD 3 z NTS HYDRANT M`2O O " /4 BRACKET DETAIL TYPICAL NOZZLE DETAIL 5 . NOTES. MOUNTING w 1. PROVIDE 8 SECTIONS OF IV x 50'LG, 200# HOSE AND 25 INSULATE ABOVE -GROUND, PSW NTS - LLB. SECTIONS OF 1" x 501G, 150# HOSE. OWNER TO DETERMINE EXPOSED PORTION OF PSW FINAL LOCATIONS OF HOSE. PIPING AND COVER WITH SST SHIELDING 2. ALL YARD HYDRANTS AND RACKS SHALL HAVE A WARNING SIGN NOTE: STATING "NON -POTABLE WATER - DO NOT DRINK". SIDE BACK 1. PROVIDE 4 - 1 1/2- TYPICAL YARD HYDRANT RACK DETAIL 4 NOZZLES -1" OZZLE AND D NTS - VALVES. oemD AHOLMEs WASTEWATER TREATMENT FACILITY APPROVED BY PRaE� � DATE Jonqw.0 26110-025-01 MARCH 2O20 DRAWN JKRAMER mun ADVANCED WATER TREATMENT UPGRADE DETAILS CHEq® TFRIEDRICH CERTIFICATE of AUTHORIZATION 61841 730 NE WALDO ROAD, GaNESVILLE, FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS FLORIDA � ANTHONY R. HOLA�ES mm W. owG NO: M20 LTR. ELATE REVISIONS BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 70809 T F L U C tl 0 0 z d o✓ of CV O 0 CV O N z La cn O w z_ Q a 0 0 U w 0 c� IZ �D �I a Selo fm •q co N U a- Y N O z a 6 L iB J W z 0 O N -,A N N `il 7 ..j 5 i d ki `1 1 ABBREVIATIONS GENERAL NOTES A AC AMBER, AMPERE, ALARM ALTERNATING CURRENT GALV GB GALVANIZED GENERATOR BREAKER P POLE 1. ALL ELECTRICAL WORK SHALL COMPLY WITH CURRENTLY ADOPTED N.E.0 ACB AIR CIRCUIT CURRENT GD GROUND DETECTOR PB PUSH BUTTON OR PULL BOX AND LOCAL CODES. ACCU AF AIR COOLED CONDENSING UNIT AMPERE FRAME GEN GFI GENERATOR GROUND FAULT INTERRUPTER PC PLC PHOTO CONTROL PROGRAMMABLE LOGIC CONTROLLER 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE AFF ABOVE FINISHED FLOOR GND GROUND PF POWER FACTOR MECHANICAL, STRUCTURAL, AND CIVIL DRAWINGS AFG ABOVE FINISHED GRADE GFR GROUND FAULT RELAY PH PHASE, CHEMICAL TERM AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION AHU AIR HANDLING UNIT PNL PANEL OF ALL EQUIPMENT. AIC ALUM AMPS INTERRUPTING CAPACITY ALUMINUM PR PRGS PAIR PVC COATED RIGID GALVANIZED STEEL 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL AM AMMETER H HIGH OR HUMIDISTAT PRI PRIMARY BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC, ANN ANNUNCIATOR HC HOT CIRCUIT PRS PROXIMITY SWITCH AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HH HANDHOLE PS PRESSURE SWITCH AR ALARM RELAY HMT HIGH MOTOR TEMPERATURE PT POTENTIAL TRANSFORMER, PROGRAM TIMER 4. EXPOSED FLEXIBLE CONDUITS SHALL NOT BE ALLOWED ASA AMERICAN STANDARDS ASSOCIATION HOA HAND —OFF —AUTO PVC POLYVINYL CHLORIDE AS AMMETER SWITCH HOR HAND —OFF —REMOTE PWR POWER 5. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED AT AMPERE TRIP HP HORSE POWER BY THE NEC AND/OR TO MAKE A WORKABLE INSTALLATION. ATS AUTOMATIC TRANSFER SWITCH HPS HIGH PRESSURE SODIUM AUX AUXILIARY HR HOUR 6. CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY AWG AMERICAN WIRE GAGE HWCO HZ HIGH WATER CUTOFF HERTZ (CYCLE) RED RELAY OR REVERSE BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT RR ECP RECEPTACE CENTERLINE RES RESISTOR BC BARE COPPER OR BATTERY CHARGER IV0 INPUT/OUTPUT RGS RMS RIGID GALVANIZED STEEL ROOT 7. ALL CONDUITS SHALL BE RIGID ALUMINUM. ALL CONDUITS BELOW GRADE BIL BASIC IMPULSE LEVEL IEEE INSTITUTE OF ELECTRICAL AND —MEAN —SQUARE TO BE PAINTED W/ TWO COAT OF BITUMATIC PAINT. BKR BREAKER ELECTRONIC ENGINEERS RS RAPID START BLDG BUILDING IES ILLUMINATING ENGINEERING SOCIETY RT REPEATING TIMER 8. ALL WIRES SHALL BE COPPER THWN. BR BRAKE INST INSTRUMENTATION RTD RESISTANCE TYPE TEMP DETECTOR BT BEARING TEMPERATURE ISO ISOLATION RTU REMOTE TERMINAL UNIT C CLOSE, COUNTER, CONTACTOR OR CONDUIT J JUNCTION BOX SCH SEC SCHEDULE SECONDARY C DEGREES CENTIGRADE SH SPACE HEATER OR SHIELD CAP INET CCAB APACITOR OR KKV KEY INTERLOCK SN SP NEUTRAL SOUD POLE CB CB"A" CIRCUIT BREAKER CIRCUIT BREAKER AUXILIARY CONTACT A KILOVOLT AMPERE SPDT SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW OPEN WHEN BREAKER IS OPEN AND KyAR KILOVAR SSST CB" Er CLOSED WHEN BREAKER IS CLOSED OR TRIPPED) CIRCUIT BREAKER AUXILIARY CONTACT KWH KILOWATT KILOWATT HOUR ST STATION TIE BREAKER CLOSED WHEN BREAKER IS OPEN AND OPEN SUPV SV SUPERVISORY CONTROL SOLENOID VALVE WHEN BREAKER IS CLOSED OR TRIPPED) L LOW, LEVEL S CH SWITCHBOARD CBM CI CERTIFIED BALLAST MANUFACTURERS CELL INTERLOCK LA LIGHTNING ARRESTED WBD CKT CIRCUIT LC LIGHTING CONTRACTOR SWGR SWITCHGEAR CL2 CHLORINE LOR LOCAL -OFF -REMOTE CLG CEILING LS LIMIT OR LEVEL SWITCH T THERMOSTAT, TIMER, OR TOTALIZER CONC CONCRETE LT LIGHT TACH TACHOMETER COND CONDUCTOR LTG LIGHTING TB TERMINAL BLOCK CONN CONNECTION LWCO LOW WATER CUTOFF TC TIMER CLUTCH OR TIME CLOCK COS CABLE OPERATED SWITCH TD TIME DELAY RELAY CP CPT CONTROL PANEL CONTROL POWER TRANSFORMER M MAGNETIC MOTOR STARTER TEL TEMP TELEPHONE TEMPERATURE CR CURRENT OR CONTROL RELAY MA MILLIAMPERE TM TIMER MOTOR CS CONTROL STATION MAX MAXIMUM TQ TORQUE CT CYCLE TIMER OR CURRENT TRANSFORMER MCC MAIN CIRCUIT BREAKER TTB TELEPHONE TERMINAL BOX OR BOARD CTC CYCLE TIMER CLUTCH MCC MOTOR CONTROL CENTER TTC TELEPHONE TERMINAL CABINET CTM CYCLE TIMER MOTOR MCM THOUSAND CIRCULAR MIL -gyp TYPICAL. COPPER MCP MOTOR CIRCUIT PROTECTOR CWP COLD WATER PIPE MD MOISTURE DETECTOR MFM MAGNETIC FLOW METER UL UNDERWRITERS LABORATORIES C DIRECT CURRENT MFR MH MANUFACTURER MANHOLE, MOUNTING HEIGHT OR METAL HALIDE UG UON UNDERGROUND UNLESS OTHERWISE NOTED DC IA DI DIAMETER DOOR INTERLOCK MIN MLO MINIMUM MAIN LUGS ONLY UV UPS UNDER VOLTAGE UNINTERRUPTIBLE POWER SUPPLY DM DAMPER MOTOR OR DEMAND METER MOV MOTOR OPERATED VALVE DOWN MPR MOTOR PROTECTION RELAY DDN O DRAW OUT MS MANUAL MOTOR STARTER DPDT DOUBLE POLE DOUBLE THROW MSH MOTOR SPACE HEATER VA VOLTSAMPERE DPST DOUBLE POLE SINGLE THROW MOUNTED DPR DIFFERENTIAL PRESSURE REGULATOR M S LDTRANSFER SWITCH VVFFDD V RIIABBLLER FREQUENCY DRIVE DPS DIFFERENTIAL PRESSURE SWITCH MV MILLIVOLT OR MERCURY VAPOR VLS VALVE LIMIT SWITCH DS DISCONNECT SWITCH MVA MEGA VOLT AMPERE VOLTMETER DVLS DISCHARGE VALVE LIMIT SWITCH VVPI VALVE POSITION INDICATOR VS VOLTMETER SWITCH EC EMPTY CONDUIT N NC NEUTRAL NORMALLY CLOSED VSC VSD VARIABLE SPEED CONTROLLER VARIABLE SPEED DRIVE EF NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELEC ELECTRICAL NEC NATIONAL ELECTRICAL CODE ELELEVATION R EM LOCKOUT RELAY NEMA NF NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NON —FUSED W WHITE, WATTS OR WIRE Z EM EMERGENCY NFPA NATIONAL FIRE PROTECTION ASSOCIATION WH wM WATTHOUR METER WATT METER O EMH EMT ELECTRICAL MANHOLE C TUBING ELECTRICAL METALLIC TUBING N NOT IN CONTRACT NORMALLY OPEN, NUMBER WT WAETHR ROOF TERETIGPh�T ENCL ENCLOSURE NTS NOT TO SCALE EO ELECTRICALLY OPERATED w EP ER EXPLOSION PROOF ELECTRODE RELAY E X AUXILIARY RELAY ES END SWITCH OC ON CENTER XFMR XTMR TRANSFORMER TRANSFORMER U) Z ESB ENERGY SAVING BALLAST OFCI OWNER FURNISHED CONTRACTOR INSTALLED ETM ELAPSED TIME METER OH OVVEERLOAD Y YELLOW V EUH ELECTRIC UNIT HEATER OL EVA ELECTRIC VALVE ACTUATOR OLS OVERLOADS w EWC ELECTRIC WATER COOLER OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ZS POSITION SWITCH O EWH ELECTRIC WATER HEATER �'L' EXH EXHAUST EXIST EXISTING 0 PHASE F DEGREES FAHRENHEIT FAAP FIRE ALARM ANNUNCIATION PANEL FACP FIRE ALARM CONTROL PANEL FIT FLOW INDICATING TRANSMITTER FLA FULL LOAD AMPERES FM FACTORY MANUAL SWITCH FFTS �W DEWID wcH mu�lcof411w WASTEWATER TREATMENT FACILITY APPRM BY ENCONSULTING SPECIALTIES, INC. 5742 RIvw Bed Road ``� 126110-025-01 MARCH 2O20 MAWN JPH es o E ADVANCED WATER TREATMENT UPGRADE ABBREVIATIONS Grovdand, FL 34736 WCH CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 CITY OF ZEPHYRHILLS, FLORIDA (407) 358-4035 WILLARD C. HOANSHELT im NO: ON NO- E1 Ef DATE REVISIpNS BY IMPM-1 P.E. 42593 F E C C tl 0 d I Or I F:1 VA A r. r1l d 11 Ir7 4 c� 3 0 ui J 0 m CIS! 0 W cn — z 0 z a o f w C4 M 0 0 CV 0 N/ Z w z- a a 0 0 a U W 0 cl d-D Z) a 0 ris w 0 rm [ice (o N/ L.I a - IL (n Y Ir 3 N 0 z a- 6 z �B i w z a 3 a— rn 0 NA 0 co ELEMENTARY SYMBOLS ELEMENTARY SYMBOLS (CON9T) SWITCH SYMBOLS SERVICE AND DISTRIBUTION LIGHTING OUTLETS - CEILING WALL -�- WIRE INTERSECTION POINT LIMIT SWITCH (NORMALLY CLOSED) S SINGLE POLE SWITCH ®00 MAGNETIC STARTER OR CONTACTOR � I--Q 1 SURFACE OR PENDANT MOUNTED ® EXTERNAL CONNECTION POINT LIMIT SWITCH DOUBLE POLE SWITCH ( MOTOR CONNECTION, AS NOTED ®, I--®, RECESSED FIXTURE NORMALLY OPEN CONTACT •d (NORMALLY CLOSED, HELD OPEN) S3 THREE-WAY SWITCH 1 � °0 � SURFACE OR PENDANT MOUNTED FIXTURE IFFERENTIAL PRESSURE SWITCH NORMALLY OPEN, CLOSING ON INCREASING S4. FOUR-WAY SWITCH DISCONNECT SWITCH, SIZE AS NOTED , , FLUORESCENT - NORMALLY CLOSED CONTACT DIFF.) Syyp WEATHERPROOF SWITCH � COMBINATION MAGNETIC MOTOR STARTER � o R � o R RECESSED FLUORESCENT FIXTURE � O STARTER, CONTACTOR OR RELAY COIL DIFFERENTIAL CLOSED, OPENINGURE SWITCH INCREASING DIFF.) Sp SWITCH WITH PILOT LAMP SIZE AS NOTED � � o R TANDEM FLUORESCENT FIXTURE �- NORMALLY OPEN PUSH BUTTON SK KEY OPERATED SWITCH �- 25BRANCH 0 VOLTSR SURFACUIT CEEMOUNI�D UNDER � RECESSED TANDEM FLUORESCENT o �-�-M NORMALLY CLOSED PUSH BUTTON FIRE ALARM SYSTEM SH HAZARDOUS AREA SWITCH BRANCH CIRCUIT PANEL BOARD UNDER � � 1 FIXTURE �-- MAINTAINED PUSH BUTTON 250 VOLTS, FLUSH MOUNTED BARE LAMP FLUORESCENT STRIP WITH GUARD . T . MOMENTARY MUSHROOM HEAD I OF PULL STATION D SL DIMMER SWITCH SWITCH FOR LOW VOLTAGE BRANCH CIRCUIT PANELBOARD OVER 250 VOLTS, SURFACE MOUNTED FLUORESCENT TROFFER -{- NORMALLY CLOSED GEARED LIMIT SWITCH HORN/LIGHT COMBINATION SWITCHING SYSTEM TRANSFORMER, SIZE AS NOTED SURFACE OR PENDANT MOUNTED -���- NORMALLY OPEN GEARED LIMIT SWITCH m SMOKE DETECTOR SLM VOLTAGE SWITCH HIFORSLOW SYSTEMS CABINET EXIT LIGHT INDICATING LIGHT OR F% RECESSED EXIT LIGHT mp DUCT SMOKE DETECTOR -eS SWITCH AND SINGLE RECEPTACLE ® TELEPHONE TERMINAL BOARD © I-© BLANKED OUTLET ® FUSE � -oS SWITCH AND DOUBLE RECEPTACLE 0 F-Q JUNCTION BOX POTENTIOMETER CAPACITOR SINGLE LINE POWER DIAGRAM SYMBOLS Sp DOOR SWITCH , ado 0+1 POLE MOUNTED FIXTURE ST TIME SWITCH DIODE I CIRCUIT BREAKER SCg CIRCUIT BREAKER SWITCH RACEWAY SYSTEM EMERGENCY LIGHT FIXTURE RES RESISTOR I� SMC MOMENTARY CONTACT SWITCH OR CONTROL POWER I� COMBINATION MOTOR STARTER WITH MOTOR PUSHBUTTON FOR OTHER THAN NOTE 1: TRANSFORMER 1 CIRCUIT PROTECTOR. FULL VOLTAGE, SIGNALING SYSTEM 0 JUNCTION BOX •� SWITCH NON -REVERSING, SINGLE SPEED START/STOP SWITCH HOME RUN TO PANELBOARD. N0. OF IN THE LIGHTING FIXER SUBSCRIPT TURE INDICATESTYPE AS DESCRIBED SCHEDULE. MS ARROWS INDICATE NO. OF CIRCUITS, �' -r- MANUAL STARTER VA SPED CONTROL HASH MARKS INDICATE NO. OF 112 o ELECTRODE REDUCE VOLTAGE SOLID STATE INDICATE N2D12 0C NDUCTORSNO H ARKS SINGLE SPEED El LOCAL CONTROL SWITCH ' PLAN SYMBOLS FLOAT SWITCH CONDUIT CONCEALED IN WALL OR ABOVE (CLOSING ON RISING LEVEL) CEILING FLOAT SWITCH (OPENING ON RISING LEVEL) I� 1 FULL VOLTAGE REVERSING SINGLE SPEED CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND O TEMPERATURE TRANSMITTER • R PRESSURE SWITCH (CLOSING ON RISING PRESSURE) I� CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL O PRESSURE TRANSMITTER PRESSURE SWITCH '�P (OPENING ON RISING PRESSURE) � S F TDyyO WINDING TWO SPEED O FLOW INDICATING TRANSMITTER RECEPTACLE OUTLET LET SYMBOLS B 0 LS •v f�(CLOSING VACUUM SWITCH ON INCREASING VACUUM) THERMAL OVERLOADS SINGLE RECEPTACLE OUTLET O FLOW ELEMENT VACUUM SWITCH (OPENING ON INCREASING VACUUM) xy AC MOTOR, NUMBER INDICATES HORSEPOWER =E) DUPLEX RECEPTACLE OUTLET COMMUNICATIONS DR DENSITY INDICATING TRANSMITTER • TEMPERATURE SWITCH (CLOSING ON RISING TEMPERATURE) [�5 ] DC MOTOR, NUMBER INDICATES HORSEPOWER =0 TRIPLEX RECEPTACLE OUTLET -SPLIT WIRED O INTERIOR CEILING SPEAKER O LEVEL INDICATING TRANSMITTER TEMPERATURE SWITCH ' (OPENING ON RISING TEMPERATURE) © GENERATOR, SIZE AS NOTED S EXTERIOR HORN SPEAKER � ' ^ � INGLE SPEC PURPOSE RECEPTACLE OUTLET (SEE NOTE 1 LF O LEVEL ELEMENT FLOW ACTUATED SWITCH (CLOSING ON INCREASE IN FLOW) T� VOLTAGE BREAKER I- SQ WALL MOUNTED SPEAKER y DRAW -OUT � UPLEX REC PSPECIAL PURPOSE OUTLET yyp EXTERIOR HANDSET FLOW ACTUATED SWITCH (SEE NOTE 1� vM O VOLT METER VOLT (OPENING ON INCREASE IN FLOW) ^ MEDIUM VOLTAGE CIRCUIT BREAKER � RANGE 0 DESKTOP HANDSET . ON TIME DELAY SWITCH (NORMALLY OPEN WITH TIME DELAY DRAW -OUT TYPE (SEE NOTE 0 FLOOR TELEPHONE OUTLET -PUBLIC D VOLT SWITCH CLOSING AFTER COIL IS ENERGIZED) 1 SPECIAL PURPOSE CONNECTION OR PROVISION - LIGHTNING ARRESTOR FOR CONNECTION (SEE NOTE 1) ® FLOOR TELEPHONE OUTLET -PRIVATE O AMPMETER • FF TIME DELAY SWITCH NORMALLY OPEN WITH TIME DELAY FLUSH OUTLET BOX AND COVER PLATE PENING AFTER COIL IS DE -ENERGIZED) SURGE SUPPRESSOR MULTIOUTLET ASSEMBLY AS AMP SWITCH Z _ (SEE NOTE 1 � FLUSH FLOOR MOUNTED OUTLET BOX 0 N TIME DELAY SWITCH NORMALLY CLOSED WITH TIME DELAY � SURGE CAPACITOR � -� SEE NOTE 1 R RECEPTACLE '1 MOTION SWITCH V PENING AFTER COIL IS ENERGIZED) _ FF TIME DELAY SWITCH NORMALLY CLOSED WITH TIME DELAY FUSE �� FAN HANGER RECEPTACLE (SEE NOTE 1) O FLOAT SWITCH LOSING AFTER COIL IS DE -ENERGIZED) �� POTENTIAL TRANSFORMER, QUANTITY AS NOTED FLOOR SINGLE RECEPTACLE OUTLET PRESSURE SWITCH FS FLOW SWITCH Z TORQUE SWITCH �a (NORMALLY OPEN) L CURRENT TRANSFORMER, QUANTITY AS NOTED FLOOR DUPLEX RECEPTACLE THERMOSTAT LIMIT SWITCH 0 .��. TORQUE SWITCH (NORMALLY CLOSED) O KEY INTERLOCK VIBRATION SWITCH TS TORQUE SWITCH oc Q FLOOR SPECIAL PURPOSE OUTLET •LIMIT b� SWITCH NORMALLY OPEN) POWER PANEL (SEE NOTE 1) SOLENOID VALVE LIMIT SWITCH LIGHTING PANEL Z�S LIMIT SWITCH (NORMALLY OPEN, HELD CLOSED) NOTE 1: NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED. GRADE MID. PULLBOX PB=POWER, SB=SIGNAL DESIGNED wcH ionesEdmun&l WASTEWATER TREATMENT FACILITY APPRo gE MI CONSULTING SPECIALTIES, INC. IN5742 River Bed Road 0')E`� W. 26110-025-01 DATE MARCH 2O20 DRAWN ADVANCED WATER TREATMENT UPGRADE SYMBOLS ow sloe�°v°'°^d. FL �7� CHECKED WCH CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, 0UNESVILLE, FLORIDA 32641 / (352) 377- 5821 CITY OF ZEPHYRHILLS, FLORIDA wILLARD (407) 359-4035 C. HOANSHELT DW N& E2 L�, DATE REWSM BY JAPPRD.1 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. J42593 F A FBI F C0 01 ts I / I b 1 0 * 4 1 s 1 Z. I cl) C) Lli I_ — In J J Q o- w 0 O a z Q C) w J fW/ r Z /0 V O O N 0 N/ Z w U) O w Z 11 0 LO N O (n w 0 o✓ o_ V) J J o_ w N 100 a Q w / J w Z Q 0 y_ O 1 4 MDP—C OXIDATION DITCH No.3 J dftm OXIDATION DITCH No.2 ELECTRICAL BUILDING OXIDATION DITCH No.1 1 ►A 4 r / _8 `---EXISTING PU LLBOXES PB-3 & SB-3 b ►A I I � I I �44 lb IL ^ ^ t� rV ry 01 10 O A o, � (O r0 h h p ' x _ Yam— ^+— CV ^ * + f GRAPHIC SCALE 0 10 20 40 SCALE IN FEET CONC. 01 C2 1. MDP—D 2. MDP—E SECTION A —A DESIGNED WCH APPROVED BY PROJECT NO: DATE: WASTEWATER TREATMENT FACILITY EMI CONSULTING SPECIALTIES, INC. JPHm 5742 7 Riv rFBLe34736 261 10-025 01 MARCH 2O20 DRAWN Jone.-7Ed]F ADVANCED WATER TREATMENT UPGRADE PARTIAL SITE PLAN 1 �` g,� CHECKED WCH CERTIFICATE OF AUTHORIZATION CITY OF ZEPHYRHILLS, FLORIDA I30 NE WALDO ROAD, GAINESVIELE, FLORIDA 32641 / (407) 359-4035 INDEX N0: DWG N0: (352) 377 5821 WILLARD C. HOANSHELT LTR_ DATE REVISIONS BY JAPPRD] 324 S HYDE PARK AVE, SURE 250, TAMPA, FLORIDA 33606 / (81 3) 258- 0703 E3 P.E. #42593 u Z g W F- FA J Q F-- 0 Q 0 Q W H U) Z 0 Z Q U LLI J W Z O U cr- O LL- - N M O O (V O N l tO N O F— U W O a- (n J J 2 2 a- W N LL. O FM c0 N ll:;/ Q 177 ,J .3 r / O Z Q CL J Q N tM 1;z i O N O M CO 6 W Q