The URL can be used to link to this page

Home My WebLink AboutCity of Cape Canaveral_100% Submittal DrawingsCITY OF CAPE CANAVERAL WASTEWATER TREATMENT PLANT CITV Of CAPE CAINAVCRAL IMPROVEMENTS FOR OXIDATION DITCH REHABILITATION ,,7.*-. ♦• t A r it r w v _//-N.�A 1 f-: �E If N Ilk - M mmub. -mm6mm. �Odom „ 1 i w . �' •. ,� r t moi: c� - d r• row W .girt t Rayert Wsb*j-,E. , se a' 11 East P,�tte SNite.1001 o Qiian F 34801 a 0 tr* Bu*ess No. 24:J a DATE=%�y'li��C' IIIttt� 201 EAST PINE STREET, SUITE 1000 ORLANDO, FL 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 www.tetratech.com PROJECT LOCATION: CAPE CANAVERAL, FL • 0. CLIENT INFORMATION: CITY OF CAPE CANAVERAL 601 THURM BLVD CAPE CANAVERAL, FL 32920 Tt PROJECT No.: CLIENT PROJECT No.: 200-52528-13003 NOTES: A. INSTALL FINE BUBBLE 9 -INCH EPDM MEMBRANE DISCS IN THE EQ BASIN. B. INSTALL A 125 HP ROTARY LOBE PD BLOWER AND VFD IN A SOUND ATTENUATING ENCLOSURE ADJACENT TO THE EQ BASIN. C. INSTALL A CONCRETE BAFFLE WALL THAT SPLITS THE EQ BASIN INTO TWO (2) EQUAL SIZED AERATION ZONES. D. PROVIDE TEMPORARY BYPASS AND IR PUMPS WITH PIPING, VALVES AND HOSING. E. INSTALL YARD PIPING MODIFICATIONS. F. PRIOR TO INSPECTING THE INTERIOR OF THE OXIDATION DITCH, DRAIN THE DITCH, REMOVE GRIT AND SAND FROM THE BASIN, AND PRESSURE WASH THE BASIN. G. REPAIR/REHABILITATE THE OXIDATION DITCH STRUCTURE AS NEEDED UPON STRUCTURAL INSPECTION. H. INSTALL MIST SHIELDS. I. REPLACE TWO (2) EXISTING AERATORS WITH NEW AERATOR ASSEMBLIES. RELOCATE VFDS J. INSTALL SLIDE GATE AND REPLACE EFFLUENT WEIR GATE WITH ELECTRIC ACTUATOR. ISSUED: 06/24/2014 100% SUBMITTAL VICINITY MAP: Kir . 'ark -East 5, S20 Smti- Pat" P I •.�,? SamueV C PhIias Pkvy l xmg:" n r jetty � Montane �29 AIA -. � Park e Dr HAR6oR HEIGHTS WEST Q xTratn •T CAVE CANEVERAL BEACH vig GARDENS _ A Faroiy fun Ctr 'A/en Mli i SITE LOCATION 601 THURM BLVD Au CAPE CANAVERAL, FL 32920 Polk Aer V'r 3F Avv Cmoa Heacn 13uw%iwy W WlNstow RESm< OCEAN ESTATt' •NA R1vER ESTATES AvoN By 0�� S k.% to W 520 r VENETIAN PLAZA Ah" SlMparl F E Y _U ❑ Q U 0 O U_ z Q � C CL Q W Y ca x W ❑ Z W - w U) U W O z J Q W W z W B A a 0 6 0 N to N 1 GENERAL NOTES F1 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER AS LISTED BELOW AND FIELD VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES AT LEAST 72 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY HIS OPERATIONS. JUNE CLARK (321) 868-1240. 2. THE EXISTING UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF UTILITIES IN THE AREA. ANY INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY. 3. THE EXISTING WASTEWATER TREATMENT FACILITY SHALL REMAIN IN OPERATION AT ALL TIMES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ANY TEMPORARY FACILITIES NECESSARY TO MAINTAIN PLANT OPERATIONS. THE OPERATIONS DEPARTMENT (321) 868-1240 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY POSSIBLE DISRUPTION OF PLANT OPERATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTION AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS, ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY 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 RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE. 6. THE DRAWINGS DEPICT THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES, WHICH WERE DETERMINED FROM RECORD DRAWINGS (JUNE 1995 CONFORMED SET, WASTEWATER TREATMENT PLANT IMPROVEMENTS) THE CONTRACTOR SHALL VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL COSTS ASSOCIATED WITH THE TEMPORARY RELOCATION, SUPPORT, MONITORING, PROTECTION, OR OTHER INTERACTION WITH THE UTILITY FEATURES WHICH MIGHT BE AFFECTED BY THE WORK. PROVIDE REQUIRED NOTICE TO OTHERS FOR SUCH WORK TO ALLOW THE PROJECT TO CONTINUE IN ACCORDANCE WITH THE CONTRACT SCHEDULE. THE COST OF SUCH WORK SHALL BE INCORPORATED INTO THE VARIOUS ITEMS OF WORK REQUIRING AND RELATED TO SUCH RELOCATION, SUPPORT, MONITORING OR PROTECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL UTILITIES, WHETHER ABOVE OR BELOW GRADE. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. 7. ALL PIPING, VALVES, COATINGS, AND APPURTENANCES TO BE IN ACCORDANCE WITH CITY STANDARDS OR THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. IN GENERAL, THE CONTRACT DOCUMENTS INCORPORATE THE CITY STANDARDS THAT ARE APPLICABLE. HOWEVER, WHEN DISCREPANCIES ARISE BETWEEN THE USE OF CITY STANDARDS OR THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL DEFER THE DECISION OF WHICH MATERIAL OR MANUFACTURER TO USE, TO THE ENGINEER OF RECORD. 8. PROVIDE A MINIMUM OF 3.0 FEET OF COVER OVER ALL PIPE TO BE INSTALLED ON THE PROJECT UNLESS OTHERWISE SHOWN. 9. SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLY TWELVE (12) INCHES ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 10. SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 11. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS WILL BE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACCUM-TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS OR WASTEWATER FORCE MAINS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE TESTING OF PIPING PER SECTION 15144. 13. ALL BURIED DUCTILE IRON PIPING SHALL BE RESTRAINED JOINT, WITH MECHANICAL JOINTS AT EACH FITTING. 14. THE EXISTING TOPOGRAPHICAL FEATURES SHOWN ON THE DRAWINGS WERE OBTAINED FROM GROUND SURVEY AND REPRESENT CONDITIONS AS THEY EXIST AS OF SEPTEMBER 2013. AS PART OF THE BID PROCESS, AND PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK AND MAKE ALL NECESSARY INVESTIGATIONS TO DEFINE THOROUGHLY ALL DIFFICULTIES INVOLVED IN THE COMPLETION OF ALL WORK REQUIRED PURSUANT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 15. THE CONTRACTOR SHALL NOT ADVERSELY IMPACT DRAINAGE SYSTEMS DURING CONSTRUCTION. TEMPORARILY RECONFIGURE THE DRAINAGE SYSTEMS, WHICH MIGHT BE IMPACTED BY CONSTRUCTION AS THE WORK PROCEEDS, TO NOT CAUSE ADVERSE IMPACTS TO SURFACE WATER DRAINAGE EFFICIENCY. DO NOT IMPAIR SURFACE WATER DRAINAGE CAPACITY. 16. MAINTAIN ACCESS FOR CHEMICAL DELIVERY TRUCKS, CITY EMPLOYEES, AND MAINTENANCE VEHICLES TO ALL EXISTING PLANT OPERATIONS DURING CONSTRUCTION. 17. ALL SOIL COMPACTION, ROADWAY IMPROVEMENTS, AND ALL OTHER SITE CIVIL WORK TO BE IN ACCORDANCE WITH CITY STANDARDS OR THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. 18. PRESERVE AND PROTECT THE EXISTING CONCRETE SIDEWALKS NOT INTENDED TO BE REMOVED DURING CONSTRUCTION. ALL DAMAGED SIDEWALKS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. NOT ALL SIDEWALKS ARE SHOWN. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MATERIALS TESTING USING AN INDEPENDENT TESTING LABORATORY, APPROVED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE WHEN TESTING IS REQUIRED ON SITE. 20. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION. 21. RESTORE ALL PROPERTY AND INFRASTRUCTURE (INCLUDING UTILITIES, SIDEWALKS, CURBING, ROADS, GRASSING, CULVERTS, HEADWALLS, FENCING, STORM DRAIN INLETS, AND OTHER EXISTING COMPONENTS OF THE SITE) DISTURBED BY CONSTRUCTION OPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION. THE COST OF SUCH RESTORATION SHALL BE INCLUDED IN THE BID. 22. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB GUTTER AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAW CUT ALONG RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET. 23. ALL DISTURBED AREAS ON OR WITHIN THE PROPERTY BOUNDARIES ARE TO RECEIVE SOD. 24. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. 25. CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. 26. TOPOGRAPHIC SURVEY IS PREPARED BY TETRA TECH (DATED 10/21/13) IN NGVD 29 DATUM. VERTICAL CONVERSION TO NAVD 88 DATUM FOR THIS SITE IS -1.35' 3 4 SHEET INDEX Sheet Number Sheet Title GENERAL G-000 COVER SHEET AND LOCATION MAP G-001 GENERAL NOTES, SHEET INDEX & KEY MAP G-002 LEGEND AND ABBREVIATIONS G-003 PROCESS FLOW SCHEMATIC AND HYDRAULIC PROFILE MECHANICAL W D-101 DEMOLITION PLAN - EQUALIZATION - ANAEROBIC - 1st ANOXIC BASINS D-102 YARD PIPING PLAN - EQUALIZATION - ANAEROBIC - 1st ANOXIC BASINS D-103 FLOW EQUALIZATION BASIN PLAN D-104 DEMOLITION AND YARD PIPING PLAN - OXIDATION DITCH D-301 FLOW EQUALIZATION BASIN SECTIONS D-302 OXIDATION DITCH SECTIONS D-501 MECHANICAL DETAILS D-502 MECHANICAL DETAILS D-503 MECHANICAL DETAILS D-504 MECHANICAL DETAILS ELECTRICAL LLI E-101 ELECTRICAL SITE PLAN & GENERAL NOTES E-102 ENLARGED ELECTRICAL PLAN E-103 ENLARGED ELECTRICAL PLAN E-104 ENLARGED ELECTRICAL PLAN E-105 EXISTING MCC -1 SINGLE LINE RISER & FRONT VIEW E-106 AERATOR POWER WIRING DIAGRAM E-501 ELECTRICAL DETAILS E-502 ELECTRICAL DETAILS E-503 ELECTRICAL DETAILS KEY MAP -- F" 5 R Sheet Number Sheet Title STRUCTURAL S-001 GENERAL NOTES AND FLOW EQUALIZATION BASIN KEY PLAN S-501 FLOW EQUILIZATION DETAILS S-502 OXIDATION DITCH IMPROVEMENTS El [ i 7 IN 0 25' 5C" SCALE 1 5® i o N c r; V� W J M W t: H%c�i)0o ❑ Lu R< �OU') W rn z C? a W wC) 0 v 0 N LI z O a W J C) rn OCD fV ami co co, O < w 06 W O H X z< Cq ...WnQ�1 } 00 z O (L o! U U) Lu ❑ J Lu LL zz Uw > as U U LL LU Ond U U a z O O < (/ 06 W Pm H X z< 0Wa- 2W Z0< o=zJ� W� Q F LLI �0 W W 0-0 Z = P: W D V O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF G-001 Bar Measures 1 inch E E 4 LIST OF STANDARD ABBREVIATIONS A AAP ALARM ANNUNCIATOR PANEL AARV AUTOMATIC AIR RELEASE VALVE AAV AUTOMATIC AIR VENT AB ANCHOR BOLT ABAN ABANDON(ED) ABRSV ABRASIVE ABS ACRYLONITRILE BUTADIENE STYRENE ABV ABOVE AC ALTERNATING CURRENT ACCMP ASPHALT -COATED CORRUGATED METAL PIPE ACP ASBESTOS CEMENT PIPE ADDM ADDENDUM ADH ADHESIVE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB AHD AHEAD AL ALUMINUM ALT ALTERNATE AMP AMPERE AMT AMOUNT APRX APPROXIMATE(LY) ARCH ARCHITECT(URAL) AS ALUM SOLUTION ASPH ASPHALT ASSY ASSEMBLY AVE AVENUE A/C AIR CONDITIONING A/VV AIR/VACUUM AIR VALVE B BAF BAFFLE BCV BALL CHECK VALVE BF BLIND FLANGE BFV BUTTERFLY VALVE BHP BRAKE HORSEPOWER BI BLACK IRON BITUM BITUMINOUS OR BITUMASTIC B/L BASELINE BLDG BUILDING BLK BLOCK BM BENCH MARK BOC BACK OF CURB BOT BOTTOM BP BASE PLATE BRG BEARING BSP BLACK STEEL PIPE I BV BALL VALVE BW BOTH WAYS BWW BACKWASH WATER C CAP CAPACITY CA COMPRESSED AIR CAV COMBINATION AIR VALVE CB CATCH BASIN CCC CHLORINE CONTACT CHAMBER CE CHLORINATED EFFLUENT CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CV CHECK VALVE CI CAST IRON CIP CAST IRON PIPE CISP CAST IRON SOIL PIPE CJ CONSTRUCTION JOINT CKT CIRCUIT C/L CENTER LINE CL2 CHLORINE GAS CLF CHAIN LINK FENCE CLR CLEAR OR CLEARANCE CLVT CULVERT CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CMU CONCRETE MASONRY UNIT CND CONDUIT CNR CORNER CO CLEAN OUT CO2 CARBON DIOXIDE COAG COAGULANT COL COLUMN COM COMMON CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCT(ION) CONT CONTINUOUS CONTR CONTRACT(OR) COORD COORDINATE CO COMPANY CP CONCRETE PIPE CPA CONCRETE PIPE ARCH CPLG COUPLING CPVC CHLORINATED POLYVINYL CHLORIDE 3 CR CONCENTRIC REDUCER CS CHLORINE SOLUTION CSG CASING CTV CABLE TELEVISION CY CUBIC YARD CYL CYLINDER C&G CURB AND GUTTER C/C CENTER TO CENTER D DAT DATUM DBL DOUBLE DC DIRECT CURRENT DEMO DEMOLITION DEPT DEPARTMENT DESC DESCRIPTION DET DETAIL DF DIESEL FUEL DI DUCTILE IRON DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DIP DUCTILE IRON PIPE DISCH DISCHARGE DIR DIRECTION DMH DROP MANHOLE DN DOWN DR DRAIN DV DIAPHRAGM VALVE DW DRIVEWAY DWG DRAWING DWV DRAIN; WASTE, AND VENT E RAILROAD E EAST EA EACH ECC ECCENTRIC EF EACH FACE EFF EFFLUENT E/L EASEMENT LINE EL ELEVATION ELAST ELASTOMERIC ELEC ELECTRICAL EMER EMERGENCY EMC ENCASE(MENT) ENGR ENGINEER EP EDGE OF PAVEMENT EPDM ETHYLENE PROPYLENE DIENE FLL MONOMER EPRF EXPLOSION PROOF EQUIP EQUIPMENT ER ECCENTRIC REDUCER ESTM EASEMENT EST ESTIMATE(D) EW EACH WAY EXC EXCAVATE EXP EXPANSION EXST EXISTING EXST GR EXISTING GRADE EXT EXTERIOR EXTN EXTENSION F RAILROAD FAB FABRICATE(D) FCA FLANGED COUPLING ADAPTER FB FLAT BAR FCV FLOW -CONTROL VALVE FD FLOOR DRAIN FDN FOUNDATION FE FILTER(ED) EFFLUENT FHY FIRE HYDRANT FIG FIGURE FIN FINISH(ED) FIN FLR FINISH FLOOR FIN GR FINISH GRADE FL FLUORIDE FLG FLANGE(D) FLL FLOW LINE FLTR FILTER FM FORCE MAIN FPM FEET PER MINUTE FPS FEET PER SECOND FRP FIBERGLASS REINFORCED INF PLASTIC FT FOOT OR FEET FLIT FUTURE FV FOOT VALVE FW FINISHED WATER FWP FACTORY WIRED PANEL F/F FACE TO FACE G INTERNAL RECYCLE GA GAUGE GAL GALLON(S) GALV GALVANIZED GIP GALVANIZED IRON PIPE GJ GROOVE JOINT GND GROUND GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPS GALLONS PER SECOND GR GRADE GRTG GRATING GS GALVANIZED STEEL GSP GALVANIZED STEEL PIPE GSR GROUND STORAGE RESERVOIR GST GROUND STORAGE TANK GT GROUT GV GATE VALVE H RAILROAD HB HOSE BIBB HD HEAVY-DUTY HDPE HIGH-DENSITY POLYETHYLENE HDR HYDRAULIC HFA HYDROFLUOSILICIC ACID HGR HANGER HGT HEIGHT HNDRL HAND RAIL HOA HAND -OFF -AUTO HORIZ HORIZONTAL HP HORSEPOWER HPA HIGH PRESSURE AIR HR HOUR HVAC HEATING, VENTILATION. AND AIR SF CONDITIONING HWL HIGH WATER LEVEL HWY HIGHWAY HZ HERTZ I ID INSIDE DIAMETER IN INCH(ES) INF INFLUENT INT INTERSECTION INTR INTERIOR INV INVERT IP IRON PIPE IPS INTERNATIONAL PIPE SS STANDARD IR INTERNAL RECYCLE IW IRRIGATION WATER J STREET JB JUNCTION BOX JT JOINT K STAKE K KIP (1,000 LB) KPL KICK PLATE KV KILOVOLT KVA KILOVOLT -AMPERE KW KILOWATT KWH KILOWATT-HOUR L SERVICE WATER L LEFT LAB LABORATORY LAM LAMINATE OR LAMINATION LATL LATERAL LAV LAVATORY LEN LENGTH LB POUND(S) LF LINEAR FEET LP LIGHT POLE LS LIME SLURRY LSS LIME STABILIZED SLUDGE LVR LOUVER LWL LOW WATER LEVEL M M METER MAINT MAINTAIN OR MAINTENANCE MAN MANUAL(LY) MAS MASONRY MATL MATERIAL MAX MAXIMUM MCC MOTOR CONTROL CENTER ME MITERED END MECH MECHANICAL MEG MATCH EXISTING GRADE MFR MANUFACTURE(R) MG MILLION GALLONS MGD MILLION GALLONS PER DAY MH MANHOLE MI MILE(S) MIN MINIMUM, MINUTE(S) MISC MISCELLANEOUS MJ MECHANICAL JOINT ML MIXED LIQUOR MO MASONRY OPENING MON MONUMENT MPH MILES PER HOUR MPT MALE PIPE THREAD MS MOTOR STARTER MSP MOTOR STARTER PANEL MTD MOUNTED MV MOTORIZED VALVE MW MANWAY MWL MEAN WATER LEVEL MWP MAXIMUM WORKING PRESSURE N N NORTH NaOCI SODIUM HYPOCHLORITE NE NORTHEAST NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NPF NATIONAL PIPE THREAD NPT NATIONAL PIPE TAPER (THREAD) NPW NON -POTABLE WATER NRS NON -RISING SYSTEM NTS NOT TO SCALE NW NORTHWEST N/A NOT APPLICABLE O 02 OXYGEN OC ON CENTER OD OUTSIDE DIAMETER ODP OPEN DRIP PROOF OF OUTSIDE FACE OH OVER HEAD OHW OVER HEAD WIRE OPP OPPOSITE OPT OPTIONAL OR OFFICIAL RECORDS OSY OUTSIDE SCREW AND YOKE O&M OPERATION AND MAINTENANCE P PA PROCESS AIR PC POINT OF CURVE PCM PERMANENT CONTROL MONUMENT PE PLAIN END PG PRESSURE GAGE PI POINT OF INTERSECTION PL PLATE P/L PROPERTY LINE PNV PINCH VALVE POB POINT OF BEGINNING POJ PUSH -ON JOINT POL POLYMER PP POWER POLE PPD POUNDS PER DAY PPM PARTS PER MILLION PREFAB PREFABRICATED PRESS PRESSURE PRV PRESSURE REDUCING VALVE PRW PROCESS WATER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAGE PT POINT OF TANGENCY PV PLUG VALVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT PW POTABLE WATER PWR POWER 0 Q FLOW QTY QUANTITY R RAD RADIUS RAS RETURN ACTIVATED SLUDGE RC REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RCPA REINFORCED CONCRETE PIPE ARCH RD ROAD RDCR REDUCER REBAR REINFORCING STEEL REF REFERENCE REINF REINFORCE(D)(INGXMENT) REM REMOVE(ABLE) REQ'D REQUIRED RF RAISED FACE RJ RESTRAINED JOINT RM ROOM RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT RVT RIVETED RW RAW WATER RWW RAW WASTEWATER RNV RIGHT-OF-WAY S TOTAL DYNAMIC HEAD S SOUTH SA SAMPLE LINE SAN SANITARY SCHED SCHEDULE SD STORM DRAIN SE SOUTHEAST SECT SECTION SEFF SECONDARY EFFLUENT SF SQUARE FOOT OR FEET SHT SHEET(ED)(ING) SIG SIGNAL SIM SIMILAR SL SLUDGE SLV SLEEVE SM SHEET METAL SOLN SOLUTION SP SOIL PIPE, SPACE(ING) SPEC SPECIFICATION SPRT SUPPORT SQ SQUARE SS SANITARY SEWER SSE SUBSTANDARD EFFLUENT SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STK STAKE STL STEEL STIR STRAIGHT STRUCT STRUCTURAL SURF SURFACE SV SOLENOID VALVE SVCE SERVICE SVW SERVICE WATER SW SOUTHWEST SWD SIDEWATER DEPTH SWSH SURFACE WASH SYM SYMBOL SYMM SYMMETRICAL SNV SIDEWALK T_ LIGHT POLE TAN TANGENT TB TOP OF BEAM TBM TEMPORARY BENCH MARK TB-xx TEST BORING-xx (e.g. TB -1) TD TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TE TOTALLY ENCLOSED TEFC TOTALLY ENCLOSED FAN VOL COOLED TEL TELEPHONE TENV TOTALLY ENCLOSED WSP NON -VENTILATED THD THREAD(ED) THK THICK(NESS) TLM TELEMETRY TOB TOP OF BANK TOC TOP OF CURB TOS TOE OF SLOPE TOT TOTAL TP TELEPHONE POLE TS THICKENED SLUDGE TV TELEVISION TYP TYPICAL T&B TOP AND BOTTOM U UD UNDERDRAIN UG UNDERGROUND ULT ULTIMATE UN UNION LION UNLESS OTHERWISE NOTED UGE UNDERGROUND ELECTRIC UTC UNDERGROUND TELEPHONE WYEEAr CABLE UTIL UTILITY V LIGHT POLE V VOLT(S) VAC VACUUM VAR VARIES VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VEL VELOCITY VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME w LIGHT POLE W WATT, WEST WAS WASTE ACTIVATED SLUDGE WCO WALL CLEAN OUT WF WIDE FLANGE WH WALL HYDRANT WL WATER LINE WM WATER MAIN WP WATER PROOF(ING), WORKING EXISTING POINT WPR WORKING PRESSURE WS WATER SURFACE WSP WELDED STEEL PIPE WT WEIGHT WTP WATER TREATMENT PLANT WW WASH WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH WWTP WASTEWATER TREATMENT - SCALE: PLANT W/ WITH W/O WITHOUT X XFER TRANSFER Y YD YARD(S) YH YARD HYDRANT YR YEAR(S) YR •Y ■ J ■ PIPING LEGEND LIGHT POLE FLANGED MECHANICAL JOINT GROOVE JOINT SOLVENT WELD FITTING/ APPURTENANCE SINGLE -LINE DOUBLE-LINE SINGLE -LINE DOUBLE-LINE SINGLE -LINE DOUBLE-LINE SINGLE -LINE DOUBLE-LINE SEWER CLEANOUT EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED BEND aF- T "`=FF x SECTION rx DETAIL - SCALE: - SCALE: DENOTES DRAWING NO W m WHERE SECTION IS LOCATED _ f+ - m WHERE DETAIL IS LOCATED TEE SECTION TITLE DETAIL TITLE X O WYEEAr i Vu F--1� , REDUCER E"m EF ----1 CAP/ BLIND FLANGE �I N/A WA N/A N/A � -�� —p = I -� PLUG N/A N/A N/A N/AIm N/A N/A N/A N/A N/A N/A N/A N/A BUTTERFLY VALVE 1 `- V' -I�f-}� C� �� BALL VALVE -- N/A N/A N/A N/A --- --_ CHECK VALVE - �N�- N/A N/A N/A N/A 444 - GATE VALVE i Da f- --�DQ�- -- -� �- --� �` -- -�� CL-_, -><Ea PLUG VALVE --��f-- -i �- ' K I �� `-V �✓ Vim' ---,, -� ----G� AUTOMATIC CONTROL VALVE V V OTV N/A NIA N/A N/A � � � E --Y t -�t �`1'� ��V- T-^`j'� -, L.1�1__ PINCH VALVE d�� - - o - N/A N/A N/A N/A N/A N/A N/A N/A oa - _ �o� CIVIL LEGEND RNV 130 129 xx xx xx xx xXXXX.XX SPOT ELEVATION TOP BOTTOM EMBANKMENT PROPERTY LINE RIGHT OF WAY LINE (R -O -W) LIMITS OF CONTRUCTION EASEMENT PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR (LABEL OPTIONAL) WATER STORM SEWER SANITARY SEWER SANITARY SEWER (FORCE MAIN) GUARD RAIL STEEL FENCE WOOD FENCE VEGETATION i w,``E TREE -EVERGREEN - `� LIGHT POLE C'QL3 POWER POLE -O- UTILITY POLE 0MH-?? MANHOLE 0 S SEWER MANHOLE SV ® SEWER VALVE O FLARED END - RCP O SEWER CLEANOUT ®MW -X MONITORING WELL TREE - PALM TREE TREE - DECIDUOUS WV 0 WATER VALVE OOWELL WATER WELL a DENOTES SECTION 0 WATER METER •FH HYDRANT 0SD STORM MANHOLE ® STORM CULVERT END Af X ,♦ FLARED END - RCP O MONUMENT REFERENCE SYMBOLS OR CONCRETE SURFACE (SIDEWALK OR ROADWAY) a DENOTES SECTION .ci'i ZCAO0 ROADWAY/SIDEWALK OPEN CUT RESURFACE LETTER IDENTIFICATION GROUT DENOTES DETAIL NUMBER SODDED OR SEEDED AND MULCHED AREA OR EXISTING WETLAND ® IDENTIFICATION Af X ,♦ EARTH X X -XX ®EXISTING X -XX DENOTES DRAWING NO ALUMINUM z WHERE SECTION IS LOCATED DENOTES DRAWING NO U> WHERE DETAIL IS LOCATED 0 SECTION REFERENCE DETAIL REFERENCE DENOTES SECTION z DENOTES DETAIL NUMBER LETTER IDENTIFICATION aF- IDENTIFICATION x SECTION rx DETAIL - SCALE: - SCALE: DENOTES DRAWING NO W m WHERE SECTION IS LOCATED DENOTES DRAWING NO J m WHERE DETAIL IS LOCATED H SECTION TITLE DETAIL TITLE HATCHING LEGEND ©ASPHALT OR CONCRETE SURFACE (SIDEWALK OR ROADWAY) a PRECAST CONCRETE .ci'i ZCAO0 ROADWAY/SIDEWALK OPEN CUT RESURFACE GROUT y SODDED OR SEEDED AND MULCHED AREA OR EXISTING WETLAND ® CONCRETE UNIT MASONRY (PLAN) 1cu,c ... w O.m EARTH ® STEEL ®EXISTING PIPES, STRUCTURES, EQUIPMENT ® ALUMINUM z TO BE REMOVED Q U> CAST -IN-PLACE CONCRETE 0 GRATING MECHANICAL/DRAFTING LEGEND VISIBLE LINE HIDDEN LINE CENTER LINE PHANTOM LINE MATCHLINE BREAK LINE DIMENSION LINES AND LEADERS EXISTING PROPOSED 1 3/32" NOTE E O O O U O ON ml - w, I- t� w --Ji CAM ? LL 00 D C0 �? p o W z of w < SOLO w LOrn z ch d � F- Cl) w ti W p v 0 N LU z O _ CL m z O F- U) w 0 z a- 4Y Iil,g,g o* .ci'i ZCAO0 O 141 aC� .'. 1cu,c ... w O.m . � _ Q LL, LL �- m m z O F- U) w 0 Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF G-0 02 Bar Measures 1 inch z O 0 < v) J LL, LL �- m z O z Q U> w w W 0 Q wQ IL Z >= O z i UU aF- W W �z �� W m a0 J m H X O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF G-0 02 Bar Measures 1 inch Y U_ 0 Q U 0 af O LL z Q m i a = PROCESS FLOW SCHEMATIC HYDRAULIC PROFILE INF •4I M 2 3 4 5 6 p 7 BYP MECHANICAL BAR MANUAL GRIT FLOW SCREEN BARRACK I REMOVAL SPLITTER SCREENINGS GRIT DISPOSAL DISPOSAL z H Lu O Q z W U z O U 'F FIRST FERMENTATION ANOXIC BASIN A BASIN A IR BPF FIRST FERMENTATION ANOXIC BASIN B BASIN B SURFACE AERATOR WITH UPPER AND LOWER IMPELLERS AND VELOCITY ENHANCING BAFFLE MLSS OXIDATION DITCH SECOND ANOXIC BASIN L J i A MLSS— IR IR MLSS I PUMPS SECOND ANOXIC BASIN B RAS M MLSS OF d AEROBIC BASIN (TEMP) MLSS FLOV"v' EQUAL IZ-ATION I IR FE PUMPS z TEMP IR PUMP z � m AIR BLOWER Z$ PRETREATMENT FERMENTATION/ANOXIC FLOW SECOND Z$ STRUCTURE BASIN EQUALIZATION ANOXIC BASIN A 24 24 -4 -4 NOTE: ELEVATIONS SHOWN HEREIN ARE BASED ON NGVD 29 DATUM. ABBREVIATIONS ABBREVIATION 2200 AL ALUM FEED LINE AIR 20 19 97 20 BWW FILTER BACKWASH WATER BYP 194919.27 18.4 19 80VCR CS CHLORINE SOLUTION DRN DRAIN 1808_WEIR GATE 1849 18.49 18.49 EFFLUENT EQ FLOW EQUALIZATION BASIN 16 1700 1%08 18.92 WEIR16.68 16.51 �_ 1610 WEIR 14.816 INF INFLUENT IR INTERNAL RECYCYLE — — T7_ 15.19 MIXED LIQUOR SUSPENDED SOLIDS OF OVERFLOW PF 15.78 RAS 3 RET 12 1208 � 12 SO; SULFUR DIOXIDE SR FIRST 10.76 SSE SUBSTANDARD EFFLUENT WAS WASTE ACTIVATED SLUDGE GRIT FERMENTATION ANOXIC _ 921 MLSS MIXED LIQUOR DIP REMOVAL BASIN BASIN 899 1 100 1 BROWN 8 FLOW I 8 EQUALIZATION BASIN 200-52528-13003 Designed By: 4 I 4 CS Checked By: I I 6 6 -4 -4 NOTE: ELEVATIONS SHOWN HEREIN ARE BASED ON NGVD 29 DATUM. ABBREVIATIONS ABBREVIATION DESCRIPTION AL ALUM FEED LINE AIR PROCESS AIR BPF BIOLOGICAL PROCESS FEED BWW FILTER BACKWASH WATER BYP BYPASS CS CHLORINE SOLUTION DRN DRAIN EFF EFFLUENT EQ FLOW EQUALIZATION BASIN FE FILTER EFFLUENT INF INFLUENT IR INTERNAL RECYCYLE MLSS MIXED LIQUOR SUSPENDED SOLIDS OF OVERFLOW PF POLYMER FEED RAS RETURN ACTIVATED SLUDGE RET RETURN SE SECONDARY EFFLUENT SO; SULFUR DIOXIDE SR SUPERNATANT RETURN SSE SUBSTANDARD EFFLUENT WAS WASTE ACTIVATED SLUDGE LEGEND PUMP /BLOWER II M II FLOW METER SURFACE AERATOR FLOW STREAM IDENTIFICATION U PIPE & FITTINGS TEST Q MATERIAL (ABOVE COATING J FLOW AND BELOW PRESSURE COLOR ABBREV. STREAM ID GROUND) (PSI) W w MATERIAL CLASS WQ>= i>Z0 AIR PROCESS AIR SST PER 15050 25 (AIR) N/A IR INTERNAL DIP PER 15050 100 BROWN RECYCLE 0 MLSS MIXED LIQUOR DIP PER 15050 1 100 1 BROWN i E 000rn V V N CD 00M W J M LY �L� CD cnoo 0 W< 3 Lu J X �O� LO W LO z rn CL a, W U) 00 r; 0 r V C) N 6i z O _ CD 0 �'0 6* - \ 00 6 v aD 00 0 .0 W T � N• L. r 0 z O F= a W U W W 0 WMEMMENNEMEMN tsar measures i incn U Z O Q O J LL t J = LL 0 J �LL zQ U z W w WQ>= i>Z0 00 itF- 0 Q J O a a L, azo�/� � QvJ 0 � xU _ O0 Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF WMEMMENNEMEMN tsar measures i incn I 4" NPW I I SPI III I I 1b1 +Ib, I I +�h I I 24" D + i I I SP16y II REMOVE EXISTING ^annia�4 III 30" 90' BEND MJ I I II . +61 I I II Sv JU 0 D j; j' j' j TORAGE TANK / r I I I 1 \ I I � 1E / / +SOI Q M N M O r N LO N L U 18 DIP L"•J / 12" DRAIN —T --� PRETREATMENT I 1 � STRUCTURE b► PUMP I L: , A i '� I I co 11 jLLI — — 60 •' I I DivIWI �,\ ---- 24"RW- — t III SII I`°r°I tp i I I I ICO SI 1'I OZ " I III DEMOLISH EXISTING 30" DIP AS I � I , iv = _ C • It NEEDED TO COMPLETE _ I �'' I I 11 I I I I \ I I I I I I III \ III I I 4 I I I I I I I I I I HLI J F VALVEqLL --�- - — 30" MLSS -Ej 24" 1 R --� �=rE ILEC PA �— �— SII 2" NPW� II I +A II ' I 1 18' DIP TOP 7 i SPIG � 1 I I 6'1' I +I` I ELEC PANEL ( I 6" PVC MP I .. 6Div I , I r I I4uMP +1,, 9" AL I,' J 6" DIP ,Ib +6 6411 + 6�0 16� +ro 110 +6 CO ELECTRICAL 1 I I I I / / / DROP INLET TOP 5 92 on 7 /----------------------- I III III I H / ------------r-- ---JII III III III'• (—r rr - - - -- II III I It ' II I I II II II II I I I I I I I I I I t l I t II � II II II II II II r� li ii iii iii tll� I I I I I III III i II II tll I I II II LLQ E -��j SII I It I SII ----------- I ----------I t L---------� 0 5' 10' 20' SCALE: 1" = 10' NOTES r 1. PROVIDE BYPASS PUMPING IN ACCORDANCE WITH SECTION 11312 FOR THE DURATION OF THE DEMOLITION AND IMPROVEMENTS IDENTIFIED. PUMP MIXED LIQUOR FROM 1st ANOXIC BASIN TO OXIDATION DITCH. INSTALL PIPE AND VALVES REQUIRED FOR ISOLATION AND PRESSURE TEST NEW YARD PIPING PRIOR TO REMOVING BYPASS PUMP AND PIPING. 2. REFER TO SECTION 01900 FOR SUGGESTED SEQUENCE OF CONSTRUCTION. O D o rn U O � f-- V rNM W JM W " '=LLao m r UJ Z 'ujWQ O 11- W LOrn z `? W CID 0 0 N LLI z O _ 13- C, 0 rn 0 W U_ L�• z (q C,3 m WF- Z�z N• LU '•iiitAil it J J :. z O F- 2: U U W 0 W 0 Y X Q Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-1 01 Bar Measures 1 inch U_ z m WF- Z�z J LU Z J J � J F Fn < C/1 W LL Z Q�/'� Q - <W W = 2 W Q W Z �>WrY Q�U W Q <<0� > _ ~ZX w OCL d J 0 O z OZ Q U a0 2< < ~ Q w -+--+ Cl) Q � Q O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-1 01 Bar Measures 1 inch E Y U 0 Q U 0 0 C O LL z Q 0 z g a z U) m z O H N Q w 0 J LL Cl) B a A Q 0 0 M 0 0 N L0 N 1 2 1 SEE SHEET D-102 FOR CONTINUATION III J I I I ...... I I o 0 o o O 0 0 0 9'-3" o 0 0 0 0 0 rB I I bo / D-301 36" 900 BEND MJ 36" 900 BEND FLG - r22 CORE DRILL EXISTING WALL c& INSTALL 36" FLG X PE DIP, D-501 WALL PENETRATION SEAL --' , CONCRETE COLLAR (SEE STRUCTURAL DRAWINGS) — 3 FINE BUBBLE AERATION SYSTEM HEADER D-501 (SEE NOTE #1) NOTES 1. AERATION SYSTEM LAYOUT SHOWN FOR ILLUSTRATIVE PURPOSE ONLY AND MAY VARY BY MANUFACTURER. PROVIDE AERATION SYSTEM AS RECOMMENDED BY THE MANUFACTURER AND IN ACCORDANCE WITH SPECIFICATION 11376 AND THE AERATION DETAILS ON SHEETS D-501 AND D-502. 2. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONES, BARRICADES, OR ENGINEER APPROVED METHOD TO PROTECT IR PUMPS DURING CONSTRUCTION. I L i� 3 I L 4'X 4'X 1/4" 0 ALUMINUM WEIR BOX m D-501 � L °1l1°� (0) A 8" CMU BAFFLE WALL (SEE STRUCTURAL DRAWINGS) (0) (0) (0) (0) 4 +01 J L_ r-) r-) 6) ryyo) r0j 6) ryyo-) ro) ro-) ryyo-) (o (o (o (o (0 (o (01 (o) (01 (o� 0 0 o O O o 01 (oT (o-1 (of 0 0 0 0 0 0 y y � y) 0 0 0 0 0 0 (yy0, (yy01 �c ec 0 0 0 0 0 0 (o) (0) (o (0 0 0 0 2 CORE DRILL EXISTING WALL & 0 0 0 0 o D-501 INSTALL 30" STAND PIPE ASSEMBLY o 0 AND WALL PENETRATION SEAL 16" 900 BEND MJ 16" 90' BEND FLG 4'X 4'X 1/4" 0 ALUMINUM WEIR BOX m D-501 2 8 80 O O CONCRETE COLLAR 0 11 (SEE STRUCTURAL DRAWINGS) IORE 0 PENETRATION SEAL 0 o O 0 o O 2 CDRILL EXISTING WALL & 16" 900 BEND MJ 16" 90' BEND FLG EXISTING EDGE OF ASPHALT PAVEMENT 125 HP BLOWER WITH VFD & ENCLOSURE CONCRETE PAD BOLLARD (TYP) (SEE SHEET D-102 FOR BOLLARD INFORMATION) o , , L ------------J O O 23'-6" 16'-0" CORE DRILL EXISTING WALL & INSTALL 10" FLG X PE SST, 2 Q WALL PENETRATION SEAL D-501 I 10" 900 BEND SST PIPE SUPPORT STANCHION (TTP) D-501 10" WAFER CHECK VALVE 10" X 10" TEE WITH BLIND FLANGE AND PRESSURE RELEASE VALVE 10" SST AIR HEADER PRESSURE AND TEMPERATURE GAUGE EXPANSION JOINT T 14'-8" 6 9 7 SEE SHEET D-102 FOR CONTINUATION p I D-301 lz p v I I v I BOLLARD (TYP) (SEE SHEET D-102 FOR o v BOLLARD INFORMATION) I TEMPORARY STRAP ON ULTRASONIC FLOW METER PIPE SUPPORT O STANCHION D-501 (TYP) 5'-0" CONCRETE PAD WITH TEMP IR PUMP CONNECTIONS. I S I I I 1 I � 16" PLUG VALVE FLG 16" BLIND FLG (L ELEV = 8.8' 2 o O N 0 0 0 o D-501 INSTALL 16 FLG X PE DIP, WALL o o 0 0 o PENETRATION SEAL o J 0 o O O 0 00 0o 0 0 I I z v> 0 0 0 0 0 ( ° ° o ° ° o 0 0 16" PLUGVALVEFttLffG ' ^ vJ o 0 0 0 0 0 ( 16" BLIND FLG 0 ° 0 0 0 0 0 0 0 o O 0 o 0 O O o O O O O o O O 0 0 0 0 0 o O o 0 0 0 o 0 0 0 0 0 0 o O o 0 0 o EXISTING EDGE OF ASPHALT PAVEMENT 125 HP BLOWER WITH VFD & ENCLOSURE CONCRETE PAD BOLLARD (TYP) (SEE SHEET D-102 FOR BOLLARD INFORMATION) o , , L ------------J O O 23'-6" 16'-0" CORE DRILL EXISTING WALL & INSTALL 10" FLG X PE SST, 2 Q WALL PENETRATION SEAL D-501 I 10" 900 BEND SST PIPE SUPPORT STANCHION (TTP) D-501 10" WAFER CHECK VALVE 10" X 10" TEE WITH BLIND FLANGE AND PRESSURE RELEASE VALVE 10" SST AIR HEADER PRESSURE AND TEMPERATURE GAUGE EXPANSION JOINT T 14'-8" 6 9 7 SEE SHEET D-102 FOR CONTINUATION p I D-301 lz p v I I v I BOLLARD (TYP) (SEE SHEET D-102 FOR o v BOLLARD INFORMATION) I TEMPORARY STRAP ON ULTRASONIC FLOW METER PIPE SUPPORT O STANCHION D-501 (TYP) 5'-0" CONCRETE PAD WITH TEMP IR PUMP CONNECTIONS. I S I I I 1 I � 16" PLUG VALVE FLG 16" BLIND FLG (L ELEV = 8.8' 2 o O N 0 O a, O N Z W Checked By: BF 36'4"36'-4" Bar Measures 1 inch p<LL (D Cp de J Q 4a, LL a I- m w= N Q z v> N o/ ❑ J W Q o ° ° o 0 0 W 1LCY CL— ' ^ vJ o � I I 0 0 0 0 0 0 0 0 0 0 73'x" o 0 0 0 0 0 0 0 0 o I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 <, 0 0 0 0 0 0 0 0 0 o I I o I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I I 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 —___—_ — --__-DDD-------=__—*_—__ ______________________________ II I EXISTING EDGE OF ASPHALT PAVEMENT 125 HP BLOWER WITH VFD & ENCLOSURE CONCRETE PAD BOLLARD (TYP) (SEE SHEET D-102 FOR BOLLARD INFORMATION) o , , L ------------J O O 23'-6" 16'-0" CORE DRILL EXISTING WALL & INSTALL 10" FLG X PE SST, 2 Q WALL PENETRATION SEAL D-501 I 10" 900 BEND SST PIPE SUPPORT STANCHION (TTP) D-501 10" WAFER CHECK VALVE 10" X 10" TEE WITH BLIND FLANGE AND PRESSURE RELEASE VALVE 10" SST AIR HEADER PRESSURE AND TEMPERATURE GAUGE EXPANSION JOINT T 14'-8" 6 9 7 SEE SHEET D-102 FOR CONTINUATION p I D-301 lz p v I I v I BOLLARD (TYP) (SEE SHEET D-102 FOR o v BOLLARD INFORMATION) I TEMPORARY STRAP ON ULTRASONIC FLOW METER PIPE SUPPORT O STANCHION D-501 (TYP) 5'-0" CONCRETE PAD WITH TEMP IR PUMP CONNECTIONS. I S I I I 1 I � 16" PLUG VALVE FLG 16" BLIND FLG (L ELEV = 8.8' 2 o O N 0 12'-0" :i o LO PIPE SUPPORT 1 STANCHION (TYP) D-501 IV 30" 90' BEND FLG CONCRETE PAD. DESIGNATED AREA FOR TEMPORARY IR PUMP (SEE NOTE #2) N 0 2'-8" 5'-4" 10'-8" SCALE: 3/16" = 1'-0" EXISTING STORM SEWER INLET — CD CO co V0. wJCA LL o, M W -- ~ �Oo 0 WQv 9ww J W �0w rn z M d ' W ~CO w r' ao T V O `/ N LLI z O a O a, O N Z W Checked By: BF f D-1 03 - ( Bar Measures 1 inch p<LL (D Cp de J Q 4a, LL a I- m w= N Q z v> N o/ ❑ J W Q ELQo3 Z UU LL.0 W 1LCY CL— ' ^ vJ CLw a z A44 m < Q O 0 J O LL OV 4 <, 12'-0" :i o LO PIPE SUPPORT 1 STANCHION (TYP) D-501 IV 30" 90' BEND FLG CONCRETE PAD. DESIGNATED AREA FOR TEMPORARY IR PUMP (SEE NOTE #2) N 0 2'-8" 5'-4" 10'-8" SCALE: 3/16" = 1'-0" EXISTING STORM SEWER INLET — CD CO co V0. wJCA LL o, M W -- ~ �Oo 0 WQv 9ww J W �0w rn z M d ' W ~CO w r' ao T V O `/ N LLI z O a m O a, O N Z W Checked By: BF f D-1 03 - ( Bar Measures 1 inch p<LL (D Cp de J Q 4a, LL a I- m w= N Q z v> N o/ ❑ J W Q m z o0 Z Drawn By: CS t Checked By: BF f D-1 03 - ( Bar Measures 1 inch p<LL _ J Q ` LL a I- m w= N Q z v> gw J J W Q ELQo3 Z UU LL.0 W 1LCY CL— ' ^ vJ CLw a z L1J m < Q O 0 J O LL Project No.: 200-52528-13003 Designed By: RS Drawn By: CS t Checked By: BF f D-1 03 - ( Bar Measures 1 inch FI EI DI Y U_ Q U 0 O w z Q , O ❑ U 0 z C O ❑ X O , z 0- (D (D z a- a_ ❑ ❑ z Q z O 1- J O w ❑ v B 0 D U) w J_ L.L W w U) 0 Q U M 0 Cb N Lo N Ln 0 0 N 00 N Lf ) N Lo w w a A Q M N 0 r - v 0 N LL) N (O 1 1 2 I 0 5' 10' 211Y SCALE: l" = 10' NOTES IJ 0 o' ** ji CUT AND REMOVE EXISTING HANDRAIL. COORDINATE LOCATION WITH NEW HATCH COVER (TYP) ty� I` F6� I I 1 4" DIP 1 L h �• III1111' ',u DiP 16' (SEE NOTE 2) 1. REMOVE AND PROTECT GEARBOX AND MOTOR. TURN GEARBOX AND MOTOR OVER TO OWNER. DELIVER AND UNLOAD EQUIPMENT TO OWNER DESIGNATED LOCATION. 2. CONTRACTOR SHALL VERIFY THE DIMENSIONS PROVIDED PRIOR TO SUBMITTING SHOP DRAWINGS FOR ENGINEER REVIEW. 3. FRP COVERS (MIST ELIMINATOR PANELS) SHALL EXTEND FROM THE OUTER LIMITS OF THE EXISTING SPRAY HEADER AND NOZZLES AT THE EDGE OF THE WALKWAY TO THE TOP EDGE OF THE 45 DEGREE ANGLE WALL AND CONTINUE DOWN THE SLOPED WALL AN ADDITIONAL 2'-6". SEE DETAIL 3/504. 3 4 ELEC PA EL 11 17 Dt "I ' `L L 1 +11I � I I I --___ -- + 24" 1 CHAIN LINK FENCE 1!- REMOVE EXISTING `b 4 ELEC PANEL 30" 900 BEND MJ +yh 16 UfF TOP 4 43 s — i INSTALL TEMPORARY �.1bq% BULKHEAD EXISTING 75HP IMPELLERS TO BE DEMOLISHED (SEE NOTE1) 24 17.2' (SEE NOTE 2) .a., ir.rr •,err n R20.33 (SEE NOTE 2) �? N W z wl _ � I N W N O ' po z 19.76 r" W cii I 16' (SEE NOTE 2) I a I I" 20' (SEE NOTE 2) ) 4 �r0 4 o o rn 0 O a7 h w�M Co U W ��Co W J 1 W Q :7!, 3 20' L 1 10" DIP WF- a Q, M U) CO 1 10" DIP 0 t L "7 co 10" DIP —�6o +6h ^�x 1�Q N ❑ +1 h m WM REUSE z O 1. REMOVE AND PROTECT GEARBOX AND MOTOR. TURN GEARBOX AND MOTOR OVER TO OWNER. DELIVER AND UNLOAD EQUIPMENT TO OWNER DESIGNATED LOCATION. 2. CONTRACTOR SHALL VERIFY THE DIMENSIONS PROVIDED PRIOR TO SUBMITTING SHOP DRAWINGS FOR ENGINEER REVIEW. 3. FRP COVERS (MIST ELIMINATOR PANELS) SHALL EXTEND FROM THE OUTER LIMITS OF THE EXISTING SPRAY HEADER AND NOZZLES AT THE EDGE OF THE WALKWAY TO THE TOP EDGE OF THE 45 DEGREE ANGLE WALL AND CONTINUE DOWN THE SLOPED WALL AN ADDITIONAL 2'-6". SEE DETAIL 3/504. 3 4 ELEC PA EL 11 17 Dt "I ' `L L 1 +11I � I I I --___ -- + 24" 1 CHAIN LINK FENCE 1!- REMOVE EXISTING `b 4 ELEC PANEL 30" 900 BEND MJ +yh 16 UfF TOP 4 43 s — i INSTALL TEMPORARY �.1bq% BULKHEAD EXISTING 75HP IMPELLERS TO BE DEMOLISHED (SEE NOTE1) 24 17.2' (SEE NOTE 2) .a., ir.rr •,err n R20.33 (SEE NOTE 2) �? N W z wl _ � I N W N O ' po z 19.76 r" W cii I 16' (SEE NOTE 2) I a I I" 20' (SEE NOTE 2) ) 4 �r0 4 1 ' 11 .Q EXISTING OXIDATION DITCH DEMOLISH EXISTINGWEIR GATE REMOVE EXISTING STAIRS D-504 I REMOVE EXISTING STAIRS AND LANDING. AERATOR DEMOLITION PLAN SCALE: 1" = 10' b0 5 A 7 I ELEC PANEL 1 12" DIP 12" DIP 12 DIP 12'• Dl'�b I 1 24" EXISTING DIP PIPING TO SECOND ANOXIC ti 30" X 30" TEE MJ 24" GATE VALVE BASINS PUMP PUMP 30" X 24" RED MJ 1 0 c +O1 30"x30" I + E 30" 45° BEND MJ 6 24 X 24" TAPPING +60 \ SLIDE GATE by I SLEEVE AND VALVE D-503 D-503 X g TOP n 1 D 16" DIP — —,r MIST ELIMINATING PANELS ► (FRP COVER SYSTEM) ---"1------r------ — ` (TYP) I 60 lolz� �o°ye°' �1�5 30" DIP +' a I r , � I I I yon o II p D-302 1 I i C 75HP AERATOR 75HP AERATOR ASSEMBLY ASSEMBLY I +`'� =�— �Z�ZQ I I 4" DIP ti 24"x36" HATCH 66a°� COVER (TYP) 10" DIP 1 1 MODIFY HANDRAIL TO 5 4 to" DIP INSTALL 36" CHAIN GUARD I AND CAUTION SIGN S-502 D-504 10"61P ' I MIST ELIMINATOR PANELS 3 II �ro'0 4-b1(r DIP (FRP COVER SYSTEM) (TYP) D-504 +fo� h STAIRS WM REUSE EXISTING OXIDATION DITCH (SEE STRUCTURAL ❑ DRAWINGS) ALUMINUM ^o^rl"'^ (SEE STRU DRAWINGS 2 10'x1' D-504 WEIR C EXTEND EXISTING ELEVATED WALKWAY WITH HANDRAILS & KICK PLATES (SEE STRUCTURAL DRAWINGS) STAIRS (SEE STRUCTURAL DRAWINGS) PARTIAL AERATOR PLAN SCALE: 1" = 10' I h°R I I I +) I I I f I 3:5'± ($EE NOTE 3) I � �a a°j1 1 1 1 1 1 L A E o o rn 0 O a7 h w�M Co U W ��Co W J 1 1 ' 11 .Q EXISTING OXIDATION DITCH DEMOLISH EXISTINGWEIR GATE REMOVE EXISTING STAIRS D-504 I REMOVE EXISTING STAIRS AND LANDING. AERATOR DEMOLITION PLAN SCALE: 1" = 10' b0 5 A 7 I ELEC PANEL 1 12" DIP 12" DIP 12 DIP 12'• Dl'�b I 1 24" EXISTING DIP PIPING TO SECOND ANOXIC ti 30" X 30" TEE MJ 24" GATE VALVE BASINS PUMP PUMP 30" X 24" RED MJ 1 0 c +O1 30"x30" I + E 30" 45° BEND MJ 6 24 X 24" TAPPING +60 \ SLIDE GATE by I SLEEVE AND VALVE D-503 D-503 X g TOP n 1 D 16" DIP — —,r MIST ELIMINATING PANELS ► (FRP COVER SYSTEM) ---"1------r------ — ` (TYP) I 60 lolz� �o°ye°' �1�5 30" DIP +' a I r , � I I I yon o II p D-302 1 I i C 75HP AERATOR 75HP AERATOR ASSEMBLY ASSEMBLY I +`'� =�— �Z�ZQ I I 4" DIP ti 24"x36" HATCH 66a°� COVER (TYP) 10" DIP 1 1 MODIFY HANDRAIL TO 5 4 to" DIP INSTALL 36" CHAIN GUARD I AND CAUTION SIGN S-502 D-504 10"61P ' I MIST ELIMINATOR PANELS 3 II �ro'0 4-b1(r DIP (FRP COVER SYSTEM) (TYP) D-504 +fo� h STAIRS WM REUSE EXISTING OXIDATION DITCH (SEE STRUCTURAL ❑ DRAWINGS) ALUMINUM ^o^rl"'^ (SEE STRU DRAWINGS 2 10'x1' D-504 WEIR C EXTEND EXISTING ELEVATED WALKWAY WITH HANDRAILS & KICK PLATES (SEE STRUCTURAL DRAWINGS) STAIRS (SEE STRUCTURAL DRAWINGS) PARTIAL AERATOR PLAN SCALE: 1" = 10' I h°R I I I +) I I I f I 3:5'± ($EE NOTE 3) I � �a a°j1 1 1 1 1 1 L A E o o rn 0 O a7 h w�M Co U W ��Co W J U)Or- W Q :7!, 3 W J X �Ow w Ln z0) Cl? WF- a Q, M U) CO 0 r- v 0 N LLI z O a S a, Lq "7 co CIO c �A' _ Ir L)p. ©ow ^�x 1�Q N ❑ "'001'ro"10,00 fill m z O a U U) w w Q ❑ Y Q z °t ZQU wCo w Q w= zo 0-w z O Z Z W wQo= — �-ELO LL LLI 00— CL ~ J �— 0 < 0-O UU r — �<0 o o X oor O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-1 04 Bar Measures 1 inch F 31 k v 0 N to N 7� A n n A f 0 2'-8" 5'-4" 10'-8" SCALE: 3/16" = V-0" (THIS SHEET) 10" X 8" TEE SST 8" 900 BEND SST 8" BUTTERFLY VALVE q-OFPIPE ELEV = 20.49' 8" BLOW -OFF BUTTERFLY VALVE CMU BAFFLE WALL ii iji ii j C? J 10" 90° BEND rL OF PIPE ELEV = 16.49' 8" SST TOP OF BAFFLE WALL EV = 15.49' PIPE THRUST 5 BLOWER SUPPORT D-503 4 OF PIPE ELEV = 8.29' 10" BUTTERFLY VALVE EXISTING GRADE ELEV = 6 6 - . TRANSITION FROM SST TO PVC 0 AT ELEV 6.49. (SEE SHEET D-502) FF ELEV = 3 49' 3 D 3 EQUIPMENT PAD 10" TEE SST WITH BLIND FLANGE 8" PVC 1" SST TUBING AND 1" BALL VALVE SST FOR CONDENSATE DRAIN 3 MANIFOLD SUPPORT ASSEMBLY D-502 19 NOTES 1. AERATION SYSTEM LAYOUT SHOWN FOR ILLUSTRATIVE PURPOSE ONLY AND MAY VARY BY MANUFACTURER. PROVIDE AERATION SYSTEM AS RECOMMENDED BY THE MANUFACTURER AND IN ACCORDANCE WITH SECTION 11376 AND AERATION SYSTEM DETAILS ON SHEETS D-501 AND D-502 K'5 CONCRETE PAD WITH S-501 TEMPORARY IR PUMP CONNECTION 6 REMOVABLE D-501 BOLLARD FIN GRADE = 7.0' SECURE BOTTOM AND BOTH SIDES OF ALUMINUM WEIR BOX TO TANK WALL W/ 1/2" 304 SS ANCHOR BOLTS. INSTALL 1/8" X 6" NEOPRENE RUBBER SEAL BETWEEN WEIR BOX AND TANK WALL 4 SLAB PENETRATION � D-503 � D NOTES 1. PROVIDE APPROXIMATELY 8' CLEARANCE BETWEEN TOP OF CONCRETE WALKWAY AND BOTTOM OF 10" SST AIR HEADER. w TOP OF WEIR ELEV = 14.8' —� L I:VIVI:Kt 1 t I:VLLHK S-501 BOTTOM OF BOX ELEV = 12.8' FF ELEV = 3 4�) 30" X 30" TEE MJ (IN FRONT OF CUT PLANE) INV OF PIPE ELEV = -3.27' D MIN WATER Project No.: 200-52528-13003 ELEV = 7.5' COLLAR S-501 (FOR DIFFUSER -CONCRETE SLAB PROTECTION) 1 0j LlIA A SECTION D-103 SCALE: 3/16" = V-0" 4'X 4'X 1/4" ALUMINUM WEIR BOX II �� 7 G -------- I I I I 1 1 1 i 1 I 1 i 1 i i ELTEA 1 . - FINE BUBBLE AERATION 3 SYSTEM TYPICAL HEADER (SEE NOTE #1) D-501 10" X 10" TEE SST 8" X 10" REDUCER SST (TYP OF 2) 8" 90° BEND SST (TYP OF 3) 8" BUTTERFLY VALVE (TYP OF 2) PRESSURE GUAGE (TYP OF 2) ---------- 30" te30" FLG FILLER 8" SST PIPE INSIDE BOX �— 30" 90° BEND FLG BAFFLE WALL (L OF PIPE ELEV = 10.72' MIN WATER ELEV = 7.5' rl OF PIPE ELEV = 8.53' (FOR DIFFUSER PROTECTION FROM UV) FIN GRADE = 6.75' Project No.: 200-52528-13003 BEYOND CUT PLANE COLLAR S-501 -16" PLUG VALVE FLG W/ BLIND FLANGE -CONCRETE SLAB UNDER PIPE SUPPORTS LlIA SECTION SCALE: 3/16" = V-0" SEE NOTE #1 T PIPE THRUST SUPPORT V V ! COUPLING (L OF PIPE ELEV = 10.72' PIPE SUPPORT D-501 STANCHION 30" X 30" TEE MJ 16" 900 BEN[ CONCRETE PAD V TEMPORARY IR Pt CONNECT 4 SLAB PENETRAI D-503 (L OF PIPE ELEV = MIN WATER ELEV = 7.5' (FOR DIFFUSER PROTECTION FROM UV) INV ELEV = 7.0' 30" PLUG VALVE FLG E o o 00 N M 30" 900 BEND FLG V? m W U)Oo 0 IwZ EXISTING GRADE c ELEV = 7 4' 0 I W z M Q_ m W I-CO r W W o r- v 0 N llj I EXISTING 30" MLSS z a - - INV OF PIPE rLEV=-32' o 0)0 MJ SLEEVE AND COUPLING w -410004D C', SEE NOTE #1A-C a H Co NOTES `°``'� c SECTION K. 1, DEMOLISH EXISTING 30" DIP AS NEEDED TO L7�% y2 c 0) ", CD O : D-103 SCALE: 3/16" = V-0" COMPLETE MODIFICATIONS SHOWN, �u. STRAP ON ULTRASONIC "'l FLOWMETER 16" PLUG VALVE FLG 16" BLIND FLG L OF PIPE ELEV = 10.8' EXISTING GRADE ELEV =70' PIPE SUPPORT STANCHION D-501 SECTION r D-103 SCALE: 3/16" = V-0" z O a U U) LU 0 CONCRETE 2 Project No.: 200-52528-13003 z Z COLLAR S-501 Checked By: BF I— O < J U) J Q O 36" 90° BEND FLG > - Z Q N ~ a9 W 1<< m w J U w a > = Q 'W^^ 0 FU-- v 0 FIN GRADE = 7.0' LL Q a— w }O F— U U ''z^^ 0-0 V J H QO Q CO R LL 36" 90° BEND MJ Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-301 Bar Measures 1 inch Y U_ 0 Q U 6 of O U_ z Q U) k1 I I 75 HP MOTOR (SEE NOTE #1) CONCRETE PLATFORM AND SUPPORT BRIDGE LIFTING EYES IMPELLER SHAFT IMPELLER A SECTION D-104 SCALE: 3/8" = T -O" NOTES (SECTION A) 1. REMOVE AND PROTECT GEARBOX AND MOTOR. TURN GEARBOX AND MOTOR OVER TO THE OWNER. STORE AT OWNER DESIGNATED LOCATION. DEMOLISH REMAINING AERATOR COMPONENTS UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY THE DIMENSIONS PROVIDED PRIOR TO SUBMITTING SHOP DRAWINGS FOR ENGINEER REVIEW. COORDINATE WITH AERATOR MANUFACTURER ANY ADDITIONAL INFORMATION REQUIRED TO PREPARE AND SUBMIT A COMPLETED SHOP DRAWING. :DUCER EE NOTE #1) %CKSTUDS OUNTING BARS / JACK TUDS & NUTS 'ROTECT. TO BE REUSED) ,LKWAY EL 19.59± IGID COUPLING 3EE NOTE 1) Lu :-:CK EL 17.23± O z w W m MIST SHIELD AND SUPPORT 'ARTITION VALL 3OTTOM OF TANK :L=0.90± N W O z Lu W (SEE NOTE 2) REDUCER MIN SERVICE FACTOR: 2.0 OUTPUT SPEED: 39.63 - 1981 RPM MOUNTING PLATE EXISTING CONCRETE PLATFORM AND SUPPORT BRIDGE MAX LIQUID DEPTH EL=12.34' NWL EL=12.22' MIN WL EL=11.93' LOWER TURBINE SHAFT VELOCITY ENHANCER BAFFLE (VEB) LOWER TURBINE 75 HP MOTOR ENCLOSURE: TEFC-XEX INSULATION: CLASS F SERVICE FACTOR: 1.15 ON SINE WAVE POWER 1.0 ON VFD INVERTER DUTY EXISTING (4) JACKSTUDS (2) LIFTING EYES IMPELLER SHAFT B SECTION D-104 SCALE: 3/8" = V-0" NOTES (SECTION B) RIGID COUPLING (SEE NOTE 1) 1. COORDINATE LOCATION OF EXISTING MOUNTING BARS WITH MOUNTING PLATE FOR NEW AERATOR. DESIGN AND LOCATE HOLES TO ENSURE COMPATIBILITY WITH LOCATION OF EXISTING MOUNTING BARS SUCH THAT THE NEW AND EXISTING GEAR REDUCERS ARE INTERCHANGEABLE. 2. COORDINATE BOLT PATTERN OF NEW COUPLING WITH EXISTING COUPLING SUCH THAT THE NEW AND EXISTING GEAR REDUCERS ARE INTERCHANGEABLE. 5 3/16" MAX SUBMERGENCE 1/4" MIN SUBMERGENCE DO NOT OPERATE BELOW PARTITION WALL EXTENSION (304 SST) EXISTING PARTITION WALL PARTITION WALL EXTENSION (304 SS OR CONCRETE FILLED FRP) EPDXY ANCHORS EcD — c) U O CO r-- V CV ch U W J rn W 'N- ~LL v0C) p o W z W _I X U) Lo to W rn z M a a, W U) 00 W '` 0 0 N LLI z O 2 a z O a U U) W 0 W Q 0 J J W U_ Z o0)o N ^W Co Y' () °t Qi U . J 'o _ AD Co uo Z Z W= rn W W 04 z O a U U) W 0 W Q 0 J J W U_ Z O °t U J Z Q Q Z Z W= W W z O >_ 13-o Q W — Z a p 0 _/ Q X X O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-302 Bar Measures 1 inch Y U_ Q U 0 O LL z Q C7 O vi J w 0 J Q U z Q U w 2 3. Q N N M O N N PIPE SUPPORT - ADJUSTABLE STANCHION W/ U -BOLT PROCESS 316 SST U -BOLT PIPE CONSTRUCT CONC BASE, IF SUPPORT IS NOT f. C LOCATED ON AN EXISTING SLAB. (REFER TO C S-501, DETAIL 6 UNLESS OTHERWISE NOTED. PIPE SIZE A NOTES: C D E MIN MAX 1/4" NEOPRENE PAD 4 43/16 7 3 91/2 1 HOT -DIP GALVANIZE 6 4 m ANVIL FIG 265 PIPE ENTIRE PIPE SUPPORT 103/4 151/4 8 STANCHION SADDLE AFTER FABRICATION 7 LU 121/4 163/4 10 OR EQUAL (EXCEPT FOR STAINLESS 7 3 133/4 181/4 D STEEL FASTENING 915/16 7 3 145/11 SCHEDULE 40 HARDWARE). 4 111/2 7 3 STEEL PIPE CUT TO 215/16 18 6 MEET REQUIRED 2 SEE PLANS AND Q 191/8 235/8 PIPE GRADE SECTIONS FOR PIPE 141/2 9 31/2 201/8 GRADE REQUIREMENT q 6 171/2 1/4' ell (DIMENSION "E"). 235/16 5/8" SST WEDGE 3. PROVIDE INSULATION 6 215/16 A ANCHORS WITH PROTECTION SHIELD 311/2 1„ LEVELING NUTS (GRINNELL FIG 167 OR (TYP OF 4) EQUAL) WHEN PIPING IS 1/2" THICK SQUARE INSULATED. STEEL PLATE ---l" NON -SHRINK GROUT CONSTRUCT CONC BASE, IF SUPPORT IS NOT f. C LOCATED ON AN EXISTING SLAB. (REFER TO C S-501, DETAIL 6 UNLESS OTHERWISE NOTED. PIPE SIZE A B C D E MIN MAX 4 4 43/16 7 3 91/2 14 6 4 57/16 7 3 103/4 151/4 8 4 615/16 7 3 121/4 163/4 10 4 87/16 7 3 133/4 181/4 12 4 915/16 7 3 145/11 191/8 16 4 111/2 7 3 1613/16 215/16 18 6 131/2 9 31/2 191/8 235/8 20 6 141/2 9 31/2 201/8 245/8 24 6 171/2 9 4 235/16 2713/16 30 6 215/16 9 4 27 311/2 * ALL DIMENSIONS IN INCHES. DETAIL SCALE: NTS WALL PENETRATION - WALL PIPE NOMINAL DQE _•' VwJ� CCO )NM W /� EXISTING m� noo wz1t / CONCRETE WALL wJ� �Ow PIPE SLEEVE FOR WALL w � Z ch Q_ a, PENETRATION SEAL N .el IW o — ASSEMBLY BY MFR PIPE, SEE (T PLANS FOR SIZE w J w w U) LINK -SEAL WALL PENETRATION SEAL ASSEMBLY 2 PIPE NOMINAL DQE _•' VwJ� CCO )NM W m� noo wz1t wJ� �Ow LO w � Z ch PIPE NOMINAL DQE _•' VwJ� CCO )NM W m� noo wz1t wJ� �Ow LO FINE BUBBLE MEMBRANE DIFFUSER ASSEMBLY CHECK VALVE MEMBRANE RETAINER RING —\ A SEALING O-RING AIR CONTROL ORIFICE i e � SOLVENT WELD SADDLE CONNECTION i AIR DISTRIBUTION HEADER 4 DETAIL SCALE: NTS BOLLARD FINISHED GRADE c1. cc C 6" SCHED 40 STEEL PIPE FILLED WITH CONCRETE COLOR OF FINISH COAT SHALL BE OSHA SAFETY YELLOW 9" (TYP) — 5 DETAIL SCALE: NTS 3,000 PSI CONCRETE MAX. AIR DISTRIBUTOR GUIDE SUPPORT ASSEMBLY 6 D-502 3 DETAIL SCALE: NTS REMOVABLE BOLLARD ROUNDED CAP BOLLARD POST (SST, SAE 304) PAINT TRAFFIC YELLOW SYSTEM #15 cm PAD LOCK I M ASPHALT PAVEMENT 8"0-3/16" STEEL PLATE FLUSH WITH FLANGE COLLAR WELDED TO PIPE (WHERE INSTALLED CEMENT WASH SLOPE 1" IN PAVED AREAS) — ABOVE PAVING FINISHED GRADE INSTALLEDIN UNPAVED AREAS) FDOT #57 STONE WITH FILTER FABRIC ON TOP AND BOTTOM s DETAIL SCALE: NTS CONC FOUNDATION REMOVABLE RECEIVER W/ CHAIN (SST, SAE 304) 1/2" 0 REBAR ANCHOR DRAIN HOLE OPEN TO STONE DRAINAGE BED C0w 00 o 0 DQE _•' VwJ� CCO )NM W m� noo wz1t wJ� �Ow LO w � Z ch Q_ a, W N .el IW o vujA r m a u N LU Lu CD - N LLI z O a Q Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-501 Bar Measures 1 inch 0 C) N .el r m a u N LU Lu CD - N LLI z O a Q Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-501 Bar Measures 1 inch Y _U ( 0 a U 0 o' O LL z a 0 vi J_ a H w 0 J a _U z a U w 2 N N r7 6 IT N Ij N :1 31 MEMBRANE DISC DIFFUSER ASSEMBLY NOTE: v/ DEPENDING ON DIFFUSER MANUFACTURER SELECTED, DIFFUSER ASSEMBLY MAY INCLUDE A SEPARATE BASE DETAIL PLATE LOCATED BETWEEN THE MEMBRANE DISC DIFFUSER SCALE: NTS AND DIFFUSER HOLDER. CLAMP COUPLING EPDM GASKET STAINLESS STEEL BAND } i i X Q 00 4 DETAIL SCALE: NTS DIFFUSER WRENCH DIFFUSER RETAINER RING MEMBRANE DISC DIFFUSER DIFFUSER HOLDER AIR DISTRIBUTOR UNION JOINT ASSEMBLY PURGE ASSEMBLY - ALTERNATIVE 1 FLEXC) V.. 2 DETAIL SCALE: NTS \AAw11Clll r% ALTERNATIVE 1 CONTINUOUS ASSEMBLY 5 DETAIL SCALE: NTS PT PVC Ktum&K BUSHING (SHOP SOLVENT WELDED TO INVERT OF MANIFOLD) NT SOCKET MANIFOLD SUPPORT ASSEMBLY GUIDE CLAMPS HEX NUT i i SUPPORT BASE PLATE WASHER MANIFOLD 10 I II u u ANCHOR BOLT 3 DETAIL SCALE: NTS MON GUIDE SUPPORT ASSEMBLY HEX NUT P".. UIDE CLAMP i `V9 i i SUPPORT BASE HEADER LOCATING PLATE - II II I II II II u u ANCHOR BOLT s DETAIL SCALE: NTS PURGE ASSEMBLY - ALTERNATIVE 2 TUBING- 1" I.D. EDUCTOR NIPPLE- 3/4" X 3"LG. SCH. 80 PVC — SUCTION TUBE 3/4" X 900 PVC ELBOW SKT 3/4" X 3" NIPPLE T.1.E. 3/4"0 PURGE VALVE 3/4" X 3" NIPPLE T.B.E. 3/4"0 SCH 80 PVC PIPE STN STL CLAMP CLAMP -WORM DRIVE HOSE S.S. ELBOW- 3/4" X 450 SCH. 80 PVC (THR'D) NIPPLE- 3/4" X 2"LG. D SCH. 80 PVC PURGE SUMP 3/4"0 SCH 80 PVC PIPE 3/4"0 SCH 80 450 PVC ELBOW 3/4"0 X 3" LC PVC NIPPLE mol HOSE( 1" 1. D. PURGE HOSE 1"I.D. PURGE HOSE (STENCILED "WATER PURGE") SUMP ASSEMBLY (SEE DETAIL) PURGE SUMP ASSEMBLY z DETAIL SCALE: NTS r V V o N CM W j�Co cn0o 0 w Q wJ F- O w Lo z 0) M Q 0) W U) " C) 0 0 v N Li z O a C) rn z w 0 %�� c ODa ` MR rn Q �u Co wq J LL m .N. ,'�• y• il R,k�Q .lo z O a U U) w 0 Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-502 lommmmmmmmomi Bar Measures 1 inch z (f} 0 J 0 Q J LL J wq J LL m Q z Q w 2 Q aw w j= J Q wQ do U oa ao Z �U z Q a0 = oU w X O Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-502 lommmmmmmmomi Bar Measures 1 inch F E FRE Y U C 0 Q U w O U_ z Q U) o = cliJ w 0 J Q U Z Q U Lu B 1 TAPPING SLEEVE AND VALVE TEE PIPE OR BEND AS REQUIRED NOTES: 1. BENDS AND FITTINGS AS REQUIRED. SEE PLAN SHEETS FOR DETAILS r- NEW MAIN THRUST COLLAR (IF REQUIRED) STAINLESS STEEL TAPPING SLEEVE, RESILIENT SEAT TAPPING VALVE & BOX I PLUG VALVE (SEE DETAIL) PIPE THRUST SUPPORT TYPE 4 HEAVY DUTY PIPE CLAMP CONSTRUCT SUPPOF FROM STEEL PLATE EXISTING FM MAIN I LINE STOP & PLUG 2 01 I w z m: 9 fy O Z U) _jw w a (IF SHOWN ON DRAWINGS) i CAP OR PLUG (AS REQUIRED) EXISTING FM MAIN TO BE ABANDONED (IF SHOWN ON DRAWINGS) DETAIL SCALE: NTS PLAN VIEW 1/4 ELEVATION ll� SEE DWGS 3/4 "x4-1/4" LONG SST WEDGE ANCHOR W/NUTS & WASHERS 3 1/4" MIN EMBEDED IN CONC WALL (4 REQ'D) N /C/L 7/8"C BOLT HOLES5 DETAIL T SIDE VIEW SCALE: NTS e IF PIPE SIZE BRACKET MATERIAL <6" 1/4" 8" to 12" 3/8" 12"> 1/2" 3 BURIED VALVE, BUTTERFLY OR PLUG Z SERVICE TYPE � _o 3:LENGTH 0 • WATER g q�� • WASTEWATER qJ J J WATER uj zg VALVE SIZE 24" Qw w¢ Uj �_ 0 BFV U L) W° F- VALVE TYPE L-20 d0 Z �U —Z _ VALVE IDENTIFICATION DISK a0 = oU ANCHORED TO CONCRETE a' X 0 1'-6" X 1'-6" X 6" DIRECTION AND CONCRETE PAD NO OF TURNS CAST IRON LID CAST IRON LID TO OPEN WITH RAISED LETTERS I SET COVER OF VALVE BOX 1/8" LETTERS "SEWER" OR "WATER" AND CONC PAD 1/4" BELOW CAST IN 3" AS APPROPRIATE GRADE IN PAVEMENT AND 2" DIA BRONZE DISK AS MFR FINISHED GRADE ABOVE GRADE ELSEWHERE BY SHELDON BRONZ CO_ #3 BAR CONT 6" MIN r i i-, `� HAND TAMPED BACKFILL AT TOP SECTION 5" CISP I I EXTENSION ROD WITH 2" VALVE SIZE III OPERATING NUT 6" BELOW AS SPECIFIED OR GRADE WHEN VALVE IS INDICATED ON DWGS I I OVER 4'-0" BELOW GRADE I I GEAR OPERATOR DIA OF PIPE OR 12" MIN ; BELOW VALVE--,,,,,�- GRAVEL BEDDING LENGTH OF BEDDING EQUALS VALVE LENGTH + 12" PIPE OD + 12" 2 DETAIL SCALE: NTS WALL MOUNTED SLIDE GATE 8 FLOOR STAND TYPE 2 D-503 HOLD DOM BOLT OPNG SST OPERAT STEM ADJUSTING SCREWS GUIDE MEME INVERT MEMBER STEM GUIDE STEM COUPLING STEM GUIDE DTE: REFER TO TAG NUMBER LIST FOR DIMENSIONS A AND B. GATE TO OPEN TO EXPOSE ENTIRE OPENING. TEM CONNECTOR 4" 0 PIPE LIDE 30" WALL MOUNTEDr7 SLIDE GATE SEALING D-503 s DETAIL SCALE: NTS 4 5 EQUIPMENT PAD 3" (TYP) 1" GROUT EQUIPMENT BASE 3/4" CHAMFER (TYP) t__, ---------- ------1- I (o a I I C,) (4) #4 DOWELS # 5 CONT ON ALL SIDES SECTION EQUIPMENT BASE AS SUPPLIED BY 3 DETAIL SCALE: NTS WALL MOUNTED GATE SEALING SLIDE GATE SEALING FACE ADJUSTING SCREW BACKING STRIP FRAME SST WEDGE ANCHORS AS REQ'D BY GATE MFR 1" NON SHRINK GROUT FACE OF WALL 7 DETAIL SCALE: NTS PIPE PENETRATION - SLAB -ON -GRADE APPLY 2" OF GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE PACK TIGHT LAYERS OF EXPANDED POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER 4 DETAIL SCALE: NTS FLOOR STAND TYPE 2 STEM COVER — HANDWHEEL — SST GATE STEM SST BOLTS W/ SST NUTS AND WASHERS GRATING (SEE NOTE 3) I DIM AS REQD BY GATE MFR NOTES: 1. FLOOR STAND IS REPRESENTATIVE ONLY 2. SST -TYPE 316 3. CUT AND MODIFY EXISTING GRATING AS NEEDED TO INSTALL FLOOR STAND AND BRACKET. 8 DETAIL SCALE: NTS 7 SLAB ON GRADE COMPACTED \_ SOIL ANNULAR SPACE 2" MIN ALL AROUND EXCEPT WHERE NOTED OTHERWISE ON DWGS PROVIDE CLEAR PLASTIC STEM I INDICATOR WITH VENT HOLE GATE OPERATOR FLOOR STAND CAST IRON WALL BRACKET DESIGN FOR HOIST OUTPUT @ 150 Lb(MIN) EFFORT ON CRANK OR HANDWHEEL ct O O U_ Z w Q w � w 0 SST ANCHOR BOLTS, NUTS & WASHERS SIZE THREAD PROJECTION AS REQD BY MFR LENGTH AS REQD TO EXTEND BEHIND WALL REINF I V O CO 1 V • U w ch A W Z5 5� noo 3 w< 3 < U) 0 w rn Z Cf) CL d, WCO CO r; 0 0 v N LLI z O a C) LLl 0 � 1(14 ate. . J • N a IL y•. N • ••Q ,t O m z O i= m Of U w 0 Z MANUFACTURER � _o 3:LENGTH 0 J OLL � r� qJ WALL MOUNTED GATE SEALING SLIDE GATE SEALING FACE ADJUSTING SCREW BACKING STRIP FRAME SST WEDGE ANCHORS AS REQ'D BY GATE MFR 1" NON SHRINK GROUT FACE OF WALL 7 DETAIL SCALE: NTS PIPE PENETRATION - SLAB -ON -GRADE APPLY 2" OF GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE PACK TIGHT LAYERS OF EXPANDED POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER 4 DETAIL SCALE: NTS FLOOR STAND TYPE 2 STEM COVER — HANDWHEEL — SST GATE STEM SST BOLTS W/ SST NUTS AND WASHERS GRATING (SEE NOTE 3) I DIM AS REQD BY GATE MFR NOTES: 1. FLOOR STAND IS REPRESENTATIVE ONLY 2. SST -TYPE 316 3. CUT AND MODIFY EXISTING GRATING AS NEEDED TO INSTALL FLOOR STAND AND BRACKET. 8 DETAIL SCALE: NTS 7 SLAB ON GRADE COMPACTED \_ SOIL ANNULAR SPACE 2" MIN ALL AROUND EXCEPT WHERE NOTED OTHERWISE ON DWGS PROVIDE CLEAR PLASTIC STEM I INDICATOR WITH VENT HOLE GATE OPERATOR FLOOR STAND CAST IRON WALL BRACKET DESIGN FOR HOIST OUTPUT @ 150 Lb(MIN) EFFORT ON CRANK OR HANDWHEEL ct O O U_ Z w Q w � w 0 SST ANCHOR BOLTS, NUTS & WASHERS SIZE THREAD PROJECTION AS REQD BY MFR LENGTH AS REQD TO EXTEND BEHIND WALL REINF I V O CO 1 V • U w ch A W Z5 5� noo 3 w< 3 < U) 0 w rn Z Cf) CL d, WCO CO r; 0 0 v N LLI z O a C) LLl 0 � 1(14 ate. . J • N a IL y•. N • ••Q ,t O m z O i= m Of U w 0 Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-503 I Bar Measures 1 inch Z U) 0 J OLL � Q qJ J J m uj zg W W Q Qw w¢ Uj J Q 0 >= U L) W° F- U_ oa d0 Z �U —Z Q a0 = oU W X 0 Project No.: 200-52528-13003 Designed By: RS Drawn By: CS Checked By: BF D-503 I Bar Measures 1 inch Y _U 0 Q U O LL z Q 0 0 uj J_ Q W J Q U_ z Q 2 U W 5 0 M N M 0 N N FI E C 0 A EXISTING WEIR GATE DEMOLITION II } U_ Of W 0 J W W } U_ T_ w 0 J W U_ FIN FL EL=0.9 2 DEMOLISH EXISTING WEIR GATE, GATE FRAME, SUPPORT BEAM AND ASSOCIATED ITEMS. REPAIR AND PREPARE CONCRETE FOR INSTALLATION OF NEW WEIR GATE. WEIR GATE DETAIL SCALE: NTS 3 ELECTRIC ACTUATOR OIN MIST ELIMINATOR (FRP COVER SYSTEM) 77 t / � ■ ;4*1 or ,mss r Mw ! tow T/DECK EL=17.2'± TNVALL EL= 16.4'± SPRAY HEADER 12" (FIELD VERIFY SEE NOTE 1) LIMITS OF FRP COVER EXISTING OXIDATION DITCH EXISTING OXIDATION DITCH NOTE: 1. FIELD LOCATE EXISTING SPRAY HEADER AND NOZZELS. PROVIDE COVER 3 DETAIL SCALE: NTS SUPPORT BEAM TOP OF WALL EL=13.4 (FIELD VERIFY) GATE FRAME / TOP OF CONC EL=11.67± (FIELD VERIFY) CAUTION SIGN 4 WALL MOUNTED WEIR GATE N ADJUSTING SCREWSSST STEM HOLD DOWN BOLT OPENING JACAUTION_ Ifw h Tank covers not intended for walking FNM W M Uj 4 DETAIL SCALE: NTS 5 PROVIDE CLEAR PLASTIC STEM INDICATOR WITH VENT HOLE CHANNEL INVERT EL=11.7 ± (FIELD VERIFY) 10'-0" (FIELD VERIFY) 2 DETAIL SCALE: NTS 0 ELECTRIC ACTUATOR O M 7 DECK EL=13.4± (FIELD VERIFY) } LL W 0 J W I NORMAL WEIR ELEV. = 12.00 co I T/CONC ELEV. = 11.7± (FIELD VERIFY) GATE INVERT ELEV. = 10.25 WALL MOUNTED % GATE SEALING D-503 ECorn U V U FNM W M Uj �U_CO, � moo 0 LU W Ix �O to W to z rn M W a U) CO W C) 0 0 N LLI z O a CD U) _ r' CU UIdlu _ 8 o Q � • u� tIY� '40m a) C 5 • w � CZ) ... Q�'�►� o N I z O F— a U U) W 0 W Q 0 Y Of Q z (n O J O < Q LL JI- W J m z Q 0 Q� aw W 2 W J az >_ Q UU 00 U W LL 0 � n- o Z � v Z Q ~U Q 0 W O Project No.: 200-52528-13003 Designed By: RS Drawn By: RLM Checked By: BF D-504 Bar Measures 1 inch O i= Lu Q U v 0 N Lo N co I IN ■ am 8 0 N 1-101 E-502 / TO BLOWER 1 CONTROL PANEL EXISTING GUTTER AND RACEWAYS 2 `F 5 6 7 TANK LEAK DETECTOR N 0 0 1' 2' 4' SCALE: 1/2" = 1' GENERATOR IBJ `� U U J 2 E-501 0 CPU [U) -0 Cl PRT FPRT] PNL LE EXISTING MAIN ROOM 5 6 E-502 E-502 5 5 7 0 PNL PP MCC -1 M D8—/ (V � w ,,,—TO AERATORS SEE SHEET E-101 FOR DUCT BANK ROUTING F 1 -1 15 FTI -1 RELOCATE EXISTING AERATOR VFD'S POWER AND CONTROLS � r r� n 11 n ST -01 VFD ST -02 VFD LCP-1 TEL BD ATS HOUSEKEEPING CONC PAD MCC -1 MCB MCC -2A MCC -2 12 13 MCB C J ENLARGED PLAN VIEW SCALE: 1/2"=1' MCC -1 i CD CD U O 00 r- V t �cfN� � L'm W T mor- -0 Z� VJ of� �oLL rn ° w H Z 0) W U) Cl) wCDo O N 6i ItZ O a O ��• „ o . N J. •. coo �,yy� �~ �rF'�►••tl• � •moi• KEYNOTES: vim} At- C4iE" , O BLOWER CIRCUIT FROM MCC-1.=�•'E�� :, :s• C - TO AERATOR y m w Z 2 WALL MOUNT NEMA -4X ELECTRIC PULL BOX WITH LOCKABLE HINGED COVER ka •C. ©,.• L4. ^ w a Q (144. OREFER TO SINGLE -LINE AND MCC ELEVATIONS FOR MODIFICATIONS. OCORE PENETRATION AS REQUIRED, SEAL WATER TIGHT AROUND RACEWAY. ORELOCATED VFD, SEE SHEET E-106 FOR RE -WIRING. ONEW DV/DT FILTER. PROVIDE VENTED ENCLOSURES. OPROVIDE 1/4")(2.5"X2.5" STEEL ANGLE MOUNTING FRAME. PRIME AND PAINT WHITE. SECURE TO FLOOR AND ROOF JOISTS. O4X4"X1/2" EXPANSION OR EPDXY ANCHORS. TYPICAL OPROVIDE SURGE SUPPRESSION CABINET FOR I & C CABLING, SEE DETAIL 6 SHEET E-503 10 I & C CONDUIT AND WIRE TO OXIDATION DITCH, 11 I & C CONDUIT AND CABLING TO CONTROL TERMINAL CABINETS. m 12 REROUTE AOD-1 CONDUITS AND WIRE TO NEW LOCATION OF VFD. 13 REROUTE AOD-2 CONDUITS AND WIRE TO NEW LOCATION OF VFD. 14 RUN NEW POWER CONDUCTORS TO WEIR FROM EXISTING MCC BUCKET. 3 #8, 1 #10G -1"C SEE SHEET E-101 FOR ROUTING OF DUCT BANK. 15 PROVIDE NEW CARDS AND PROGRAMMING TO ADD H -O -A WITH ON/OFF SWITCH TO EACH AERATOR, NEW D.O. SENSOR AND MOV ON WEIR. Z O F- d 0 U) w 0 w Q 0 REROUTED REROUTED Y CONTROLS CONTROLS SECURE TO Q POWER POWER ROOFJOISTS, FROM MCC FROM MCC TYPICAL Project No.: 200-52528-13003 a Designed By: DB d Drawn By: TAC Checked By: DB 2 RELOCATED VARIABLE SPEED DRIVE DETAIL 103 SCALE: N.T.S. E-1 O 3 1 Sheet Bar Measures 1 inch TO AERATOR TO AERATOR Z O �� z MCC -2 O < Q wH U) J 0 Lj LL m a- RELOCATED RELOCATED z w Q w W W rwrnn V —J Q 14 7 VARIABLE VARIABLE w Q j= V SPEED SPEED Q O U DRIVE DRIVE 0 0 ►� w 10_ F - a — J SQ -D SQ -D 0! 0 z EFLEX EFLEX v U Z w (� 0-0 Lj P: Q _j o W DV/DT DV/DT X 9 I FILTER FILTER LB LB O Project No.: 200-52528-13003 a Designed By: DB d Drawn By: TAC Checked By: DB 2 RELOCATED VARIABLE SPEED DRIVE DETAIL 103 SCALE: N.T.S. E-1 O 3 1 Sheet Bar Measures 1 inch F E L O Q w w U C I'.] I'• r :i N M r 0 N Lf N 1 1 2 OREMOVE CONDUIT AND WIRE TO AERATORS. RETAIN CIRCUIT FOR REUSE O2 PROVIDE NEW STAINLESS STEEL HINGED PULL BOX FOR I & C WIRING. OPROVIDE NEW STAINLESS STEEL PULL BOX FOR POWER CABLES. O4 SEE SITE PLAN SHEET E-101 FOR CONTINUATION OF POWER AND CONTROL CONDUIT AND WIRE. ORUN NEW CONDUIT AND WIRE IN SIMILAR FASHION AS DEMOLISHED SYSTEM. REUSE EXISTING DISCONNECT. RUN POWER FOR MOTOR AND MOTOR HEATER IN COMMON RACEWAY. OWEIR GATE CONTROLLER REQUIRE OPEN/CLOSE, LOCAUSTOP/REMOTE, 4-20mA POSITOIN INDICATION, TRIPPED ON TORQUE, FAULT FULL -OPEN AND FULL -CLOSED. RUN 2"C(1-2C#14TSP, 19#16AWG) O7 1"C(3#8, 1#10G) TO MCC -2 IN CONTROL ROOM. OPROVIDE RELAY ON DISCONNECT TO SHUT DOWN VFD PRIOR TO DISCONNECT BLADES OPENING. OMONITOR LOW OIL PRESSURE AND HIGH TEMPERATURE, REFER TO AERATOR INSTALLATION DRAWINGS. 10 COMBINE CONTACTS IN NOTES 8 & 9 IN COMMON CONDUIT - 1"C(7#16AWG) 11 REMOVE EXISTING SENSORS, MOTOR AND CONTROL STATION. RETAIN MOUNTING PLATE AND DISCONNECT FOR RE -USE. 12 PROVIDE H -O -A WITH MANUAL ON/OFF PUSH BUTTON - NEEMA 4X STAINLESS STEEL ENCLOSURE & 8#16AWG TO PLC. REPLACE l ....�.. �, CONDUIT AND WIRE 1 01 1 C 11111HVC E-104 NO SCALE .`PLACE I & C CONDUIT AND WIRE 3 4 i. 4 SITE IMAGE E-104 NO SCALE �• ■ _ r ow �1 : WJ70 2 SITE IMAGE E-104 NO SCALE ( 1 � ENLARGED PLAN VIEW - DEMOLITION SCALE: 1"=10' 5 RETAIN RACEWAY, J -BOX, BACK PLATE AND DISCONNECT w 0 0 5' 10' 20' SCALE: 1" = 10' -... Af SITE IMAGE NO SCALE 7 INDICATES EXTENT OF DEMOLITION C: 1 '� ENLARGED PLAN VIEW - RENOVATION SCALE: 1"=10' E ooCS" (� O 00 I` V —Nch U! W �0) WLL oo SOC) 3 0 3 wzv wJ UOw w rn ch a CY) W U) 00 `" w r 0 0 N LLI z O a m z O U U) w 0 LU F_ ¢ 0 Y ¢ z C W J d� _ '• � z D . , o 0 �► co _jJ Fo0 •. ca .n. Q 0' LL o m Q U _ K a .fA =4 CU CL QQQ777 ZU m z O U U) w 0 LU F_ ¢ 0 Y ¢ z O �- z co _jJ Fo0 z Q w= J >1 Q U 0(-)Q ZU �Z a0 W ~ W Q J 0 W x O Project No.: 200-52528-13003 Designed By: DB Drawn By: TAC Checked By: DB E-1 04 Sheet IiiiimmmmmmooW Bar Measures 1 inch G W_ H Z O Of LL 06 w w Of w z J w J Z U) 2 a rn N M r ,a. T 0 N Lf N kommmmmmmmW Bar Measures 1 inch M M M r r O N LO N o 0 v M r N LO N a III m am l■ k■ 4 n e A e HANDHOLE/PULL BOX SECTION PLAN SKID RESISTANT SURFACE PROVIDE LOGO AS INDICATED. COVER DETAIL COVER RATED FOR 15,000 LBS. PULL SLOT W/ CENTER PIN NOTES: 1. HANDHOLES FOR LOW VOLTAGE CABLES INSTALLED IN PARKING LOTS, SIDEWALKS, AND TURFED AREAS SHALL BE FABRICATED FROM AN AGGREGATE CONSISTING OF SAND AND WITH CONTINUOUS WOVEN GLASS STRANDS HAVING AN OVERALL COMPRESSIVE STRENGTH OF AT LEAST 10,000 PSI AND A FLEXURAL STRENGTH OF AT LEAST 5,000 PSI. PULLBOX AND HANDHOLE COVERS IN SIDEWALKS, AND TURFED AREAS SHALL BE OF THE SAME MATERIAL AS THE BOX. CONCRETE PULLBOXES SHALL CONSIST OF PRECAST REINFORCED CONCRETE BOXES, EXTENSIONS, BASES, AND COVERS. 2. IN PAVED AREAS, FRAMES AND COVERS FOR HANDHOLE ENTRANCES IN VEHICULAR TRAFFIC AREAS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE PAVING. IN UNPAVED AREAS, THE TOP OF MANHOLE COVERS SHALL BE APPROXIMATELY 1/2" ABOVE THE FINISHED GRADE. QUAZITE COMPOSOLITE OR EQUAL r—l*'� DETAIL E-101 SCALE: NTS POLE MOUNTED LIGHT FIXTURE ALUM. CAP TYPE 'E' LUMINAIRE. ONE PIECE DIE CAST ALUM. HOUSING 250W HPS TYPE III, BRONZE FINISH, CWAT HPF BALLAST, ANODIZED ALUM. REFLECTOR, UL WET LOCATION, GASKETED JPL-42.3-P-2-2-R-CG-6R OR EQUIVALENT FIBERGLASS TAPPERED ROUND POLE, DARK BRONZE SMOOTH FINISH, 150MPH W/ 1.3 GUST FACTOR, CAST ALUM. HANDHOLE ALUM. ANCHOR BASE AS MANF. BY WHATLEY OR EQUIVALENT HANDHOLE O M GRADE 0 N 0 COMPACT I= =III 5 DETAIL SCALE: NTS EXTERIOR WALL CONDUIT SLEEVE PVC SCHED 40 SLEEVE AND COUPLING. CEMENT SLEEVE AND COUPLING SECURELY MECHANICAL LINKS EAL CONDUIT 2" - - - (REF) FOR EXISTING WALLS, CORE OUT OPENING AND SEAL WITH NON - SHRINK GROUT DO NOT USE BELOW GRADE DO NOT USE BELOW WATER LEVEL 2 DETAIL E-103 SCALE: NTS D.O. SENSOR AND CONTROLLER HACH SC200 WITH WEATHER/SHIELD /FACTORY INSTALLED SWIVEL MOUNTING SENSOR CABLE PLATE r-- HANDRAIL 1" TxT COUPLING = SENSOR CABLE IN SENSOR— CONDUIT s DETAIL E-502 SCALE: NTS RACK MOUNTED EQUIPMENT CONCRETE POST (TYP.) — FD SHUTDOWN RELAY GALVANIZED STEEL STRUT (TYP.) RECEPTACLE GFCI / WP — J-BOX ---, 7 E-501 EDCO HSP1215 SURGE ARRESTOR PROVIDE N -4X HINGED J -BOX FOR MOUNTING AND WATERTIGHT DISCONNECT WITH AUX-CONTACT CABLE. TO SHUT OFF VFD BEFORE DISCONNECT OPENS SUNSHADE BLOWER CONTROLLER Will I m pin I L--�4=- - WP TOGGLE DISCONNECT FOR HVAC TO VFD ENCLOSURE JA LT METAL FLEX TO BLOWER 3/4"C(2#10,1 #10G) b 3/4"C(4#10,1#1OG) NOTE: NOT ALL CIRCUITS SHOWN FOR CLARITY 3 DETAIL E-102 SCALE: NTS D.O. CONTROLLER SUNSHADE N N D.O. CONTROLLER HACH SC200 WITH WEATHER /SUNSHIELD /FACTORY —FROM D.O. SENSOR - 3/4"C(2#18TP) * 5'-0" TO rL OF OPERATING MECHANISM A.F.G. 18" 4" 7 DETAIL SCALE: NTS 3/4" kM ON TOP TRENCHING = EOO V V rNM U w M A W y ~�M 5 o cnoo 0 wz� Lu w-wLL < UOQ w Lr) z rn M a a, W U) M LL] ') 0 v 0 N bmi z O a. FINISHED GRADE /\\//\\f\\ \\ . 0 Lo 8 ui / 95% COMPACTED CL J ��` GRANULAR BACKFILL _ r ., �•z Z 6" WIDE YELLOW g POLYETHYLENE' a '� MARKING TAPE .004 - ` � {' cD ...�....... N THICK. TAPE TO READ Z ' .... • • • CAUTION BURIED > ELECTRICAL LINES" --- - ---•- p w_ •. ............ •P„' ................ 3" MIN. SAND f, , •. .. BEDDING DIRECT BURIAL CABLE OR CONDUIT 4 DETAIL E-101 SCALE: NTS D.O. SENSOR INSTALLATION ADJUSTMENT HAND WHEEL o 1 EDCO HSP 1215 LIGHTNING ARRESTER PROVIDE N -4X HINGED J -BOX FOR MOUNTING AND WATERTIGHT CABLE. SWIVEL MOUNT r- HANDRAIL SIGNAL `I COUPLING WIRING TO SENSOR NEW PLC RECEPTACLE TANK WALL s DETAIL SCALE: NTS 7 E-501 HACH SC200 WITH OPTIONAL WEATHER /SHIELD 4FW� FACTORY NSTALLED m z O a U U) w 0 z w J �0 0 0 J U- U) — 0 0 F- Co STAINLESS z g W W STEEL STRUT J (TYP.) Q JUNCTION BOX 0 0 0 I LLw OQ WITH HINGED STAINLESS ZO COVER U STEEL U -BOLTS U H Q (TYP.) 1" SCHED J O PVC PIPE OR AC POWER 1" ALUM. CONDUIT 4-20mA TO CONTROLLER a 1" TxT COUPLING = SENSOR CABLE IN SENSOR— CONDUIT s DETAIL E-502 SCALE: NTS RACK MOUNTED EQUIPMENT CONCRETE POST (TYP.) — FD SHUTDOWN RELAY GALVANIZED STEEL STRUT (TYP.) RECEPTACLE GFCI / WP — J-BOX ---, 7 E-501 EDCO HSP1215 SURGE ARRESTOR PROVIDE N -4X HINGED J -BOX FOR MOUNTING AND WATERTIGHT DISCONNECT WITH AUX-CONTACT CABLE. TO SHUT OFF VFD BEFORE DISCONNECT OPENS SUNSHADE BLOWER CONTROLLER Will I m pin I L--�4=- - WP TOGGLE DISCONNECT FOR HVAC TO VFD ENCLOSURE JA LT METAL FLEX TO BLOWER 3/4"C(2#10,1 #10G) b 3/4"C(4#10,1#1OG) NOTE: NOT ALL CIRCUITS SHOWN FOR CLARITY 3 DETAIL E-102 SCALE: NTS D.O. CONTROLLER SUNSHADE N N D.O. CONTROLLER HACH SC200 WITH WEATHER /SUNSHIELD /FACTORY —FROM D.O. SENSOR - 3/4"C(2#18TP) * 5'-0" TO rL OF OPERATING MECHANISM A.F.G. 18" 4" 7 DETAIL SCALE: NTS 3/4" kM ON TOP TRENCHING = EOO V V rNM U w M A W y ~�M 5 o cnoo 0 wz� Lu w-wLL < UOQ w Lr) z rn M a a, W U) M LL] ') 0 v 0 N bmi z O a. FINISHED GRADE /\\//\\f\\ \\ . 0 Lo 8 ui / 95% COMPACTED CL J ��` GRANULAR BACKFILL _ r ., �•z Z 6" WIDE YELLOW g POLYETHYLENE' a '� MARKING TAPE .004 - ` � {' cD ...�....... N THICK. TAPE TO READ Z ' .... • • • CAUTION BURIED > ELECTRICAL LINES" --- - ---•- p w_ •. ............ •P„' ................ 3" MIN. SAND f, , •. .. BEDDING DIRECT BURIAL CABLE OR CONDUIT 4 DETAIL E-101 SCALE: NTS D.O. SENSOR INSTALLATION ADJUSTMENT HAND WHEEL o 1 EDCO HSP 1215 LIGHTNING ARRESTER PROVIDE N -4X HINGED J -BOX FOR MOUNTING AND WATERTIGHT CABLE. SWIVEL MOUNT r- HANDRAIL SIGNAL `I COUPLING WIRING TO SENSOR NEW PLC RECEPTACLE TANK WALL s DETAIL SCALE: NTS 7 E-501 HACH SC200 WITH OPTIONAL WEATHER /SHIELD 4FW� FACTORY NSTALLED m z O a U U) w 0 Project No.: 200-52528-13003 Designed By: TAC Drawn By: TAC Checked By: DAB E-501 Bar Measures 1 inch z w J �0 J U- U) — J U LL F- Co UJ z g W W ¢w wa J > w- O= Q U U U LLw OQ d— �0 ZO I— U a _ U H Q W � J O Lu Project No.: 200-52528-13003 Designed By: TAC Drawn By: TAC Checked By: DAB E-501 Bar Measures 1 inch FI E U O C Q F - w n� J Q U C7 Cl J Q F - w 0 J Q U F- U w J w .1 - A 2 OPERATION &CONTROL BUILDING -MCC-1 • li, ! e • f - .rte R� , 5 DETAIL E-103 SCALE: NTS I 3 EQUALIZATION TANK - SOUTH ELEVATION NEW BLOWER LOCATION BUCKET IN MCC -1 NEW D.O. CONDUIT I� r I i11 . "p i 40 1000 ,, 2 DETAIL E-102 SCALE: NTS s DETAIL E-103 SCALE: NTS 5 EQUALIZATION TANK - EAST ELEVATION 3 DETAIL E-102 SCALE: NTS PANEL LP a s M r r DETAIL E-102 SCALE: NTS s EQUALIZATION TANK DO. SENSOR DO. SWIVEL PLATE 4 DETAIL E-103 SCALE: NTS 7 OPERATOR CONTROL BUILDING ELEVATION LB • 4 PULL BOX NEW TRENCHED CONDUIT RUN ` rT DETAIL SCALE: NTS i 0 C) 3, U O Co � T- M V U W @ C" w M � � M Co � _ iz- cn O o ui w F - °LL Lo w Lo z rn M W a a, 00 1; 0 v 0 N w z O a '``ti,1111tf ttt,%, C%4 W J `,� 0, N . a LL ` o .•. �4 z o v m . ,t A" m z O Q_ tr U U) Lu O w F - Q Y Q Z J �0 LL c J > `l Z Q W W 0 z� 2 � > w UJ J IL >= Q U U H ) LL LLI O d 0 L.L F_ U ()-o CU a W J O W roject No.: 200-52528-13003 esigned By: TAC I rawn By: TAC hecked By: DAB E-502 Wommmmmmmmmoi Bar Measures 1 inch F C A lei ti 77 Lo N Lo N 1 DAMAGED LIGHT POLE DETAIL E-102 SCALE: NTS OXIDATION DITCH SOUTH ELEVATION (CON'T) I 3 EXISTING D.O. SENSOR EXISTING D.O. SENSOR. REPROGRAM PLC TO TRACK, DISPLAY AND MONITOR ONLY. AERATORS TO BE CONTROLLED BY NEW D.O. SENSOR AT OUTLET 2 DETAIL E-503 SCALE: NTS f\L 1!1119 VVI\UIJI 1 1 WIN 1 V 1 UINL- 1\LVJL. TRACE AND DOCUMENT ALL WIRES. 5 DETAIL E-103 SCALE: NTS 4 5 OXIDATION DITCH SOUTH ELEVATION 7 1/0 SURGE SUPPRESSION CABINET PHEONIX CONTACT BASE # 2856139 PHEONIX _ CONTACT PLUG # 2856087 E-102 SCALE: NTS NEMA 4X 316 SS ENCLOSURE [! ®: NWT s DETAIL SCALE: NTS PROVIDE TVSS UNITS AS NECESSARY FOR ALL COPPER BACKPLATE LINES PHEONIX CONTACT BASE # 2856126 PHEONIX CONTACT PLUG # 2856032 (#10 SOLID COPPER) GROUND STUD oCorn U O Co 1` V w N w J (h LV 5LL� ' 1O0 o w wa �Ow w rn z M a a, W w0 0 N LU z O 2 a i �11111e•rrrr) Z uj 3 Co 3 / u3 . O� v J o `a9 g� •V LL n LUJ LU LL H m w= W 0 z� =• •• •• - �i.l ` M � N ��s71�111t 0 m z O F- a U U w 0 Project No.: 200-52528-13003 Designed By: TAC Drawn By: TAC Checked By: DAB E-503 Bar Measures 1 inch Z w �0 J O� J LUJ LU LL H m w= W 0 z� 0 > W w rr J wQ O= Q d 0 Od it —Z ao U QW O W Project No.: 200-52528-13003 Designed By: TAC Drawn By: TAC Checked By: DAB E-503 Bar Measures 1 inch F E Y Q N U m O rn z 0 C In A Q CYi 0 0 N Ln N (CD 4 GENERAL CONDITIONS ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL AND SHOP DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK, FOR ALL ITEMS EMBEDDED IN OR PASSED THOUGH CONCRETE, THE CONTRACTOR SHALL INITIALLY REFER TO MECHANICAL, HEATING, AND VENTILATION DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS. THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION, AND OTHERS. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT MANUFACTURERS REQUIREMENTS. ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE ADEQUATELY ISOLATED FROM THE STRUCTURES. 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. STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. DESIGN CRITERIA CODES: 2010 FLORIDA BUILDING CODE REINFORCED CONCRETE: WATER RETAINING STRUCTURES: ACI 350-06 "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" ALL OTHER STRUCTURES: ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" MASONRY: "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'" (ACI 530-08/ASCE 5-08/TMS 402-08) STRUCTURAL STEEL: AISC MANUAL OF STEEL CONSTRUCTION 13TH EDITION THE ALUMINUM ASSOCIATION, ALUMINUM DESIGN MANUAL 2005 REINFORCING STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE FABRIC, ASTM A185. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED: - CONCRETE CAST AGAINST EARTH 3" - FORMED SURFACES IN CONTACT WITH SOIL, SEWAGE, 2" WATER OR EXPOSED TO WEATHER THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS: MINIMUM REINFORCING THICKNESS 6" 8" 10" 12"-16" 18"-22" 24" REINF. EACH WAY #4AT12" I #5AT12" I #4AT12" #5AT12" #6AT12" #7AT12" LOCATION CENTER ICENTER I EF I EF I EF I EF CONCRETE ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 REQUIREMENTS (LATEST EDITION) ALL CONCRETE SHALL BE AIR -ENTRAINED WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494 ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 4" UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATIONS OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS. i MASONRY - DESIGN COMPRESSIVE STRENGTH OF MASONRY AT 28 DAYS f m = 1500 PSI - ALLOWABLE STEEL STRESS fs = 24,000 PSI MATERIALS: - BLOCK: CONFORM TO ASTM C90 - LOAD BEARING, NORMAL WEIGHT TWO -CELL, 12"x8"x 16". - MORTAR: CONFORM TO ASTM C270, TYPE S, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - 1800 PSI. UTILIZE TYPE II CEMENT AND TYPE S LIME. MASONRY CEMENT WILL NOT BE CONSIDERED. - GROUT: CONFORM TO C476, COURSE GROUT, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - 2500 PSI - STEEL: BOND BEAM AND FILLED CELL REINFORCEMENT AS NOTED ON DRAWINGS (ASTM A615, GRADE 60). DUR-O-WALL OR EQUAL JOINT REINFORCEMENT AT EVERY OTHER COURSE (16" O.C.). - THE CONCRETE FOR FILLED CELLS SHALL BE RODDED OR PUDDLED DURING PLACEMENT TO INSURE COMPLETE FILLING TO THE BLOCK CORE. - PROVIDE CLEAN OUT AND INSPECTION BLOCK OUT IN CELLS CONTAINING REINFORCEMENT FOR GROUT LIFTS EXCEEDING 5'-0" 2 NEW CONCRETE S-501 COLLAR AT 36" DIA. PIPE PENETRATION 0 80 +1 6 PIPE SUPPORT S-501 PADS BAFFLE WALL TO a CONTINUE UNDER EFFLUENT TROUGH TO WALL 0 3 NEW BLOWER PAD S-501 0 NEW 12" CMU WALL ++11 BAFFLE WALL s -5o1 - o d ul 0 In U Z - O N O N Z 0 ra N � W J _� a W0 in 4 4z z Z m^oM3 El 07 E9 v m z z W�m9(aW I— J0z J _ Y1ir 0 J > D z z I w � W 0 z Y1 Y p 0 in < J (7JO.li N EQUIPMENT cJ � S-501 RETE COLLAR AT Z AA. PENETRATION S-501 DENOTES FILLED CELL 4 WHERE SHOWN, MAX. NEW PUMP PAD 32" O.C. S-501 FLOW EQUALIZATION BASIN MODIFICATIONS KEY PLAN SCALE: 1/8"=V-0" NOTES: 1. CONFIRM ALL PIPE PENETRATION LOCATIONS WITH "D" DRAWINGS. 2. SEE "C" DWGS FOR PAD LOCATIONS. 3_ COORDINATE PIPE SUPPORT LOCATIONS WITH "C" AND "D" DRAWINGS. Z 0 U O Co � V �m U W co 5U_ F� lY J LL n0Ln Z M a m Wui 00 O O N � z 0 a U w 0 w Q Y tY o rp., .• o o • O :wm� L� I— .UccLL 1, p • DdCo wN ••Y •. • Q z 0 a U w 0 w Q Y tY Project No.: 200-5252JEW Designed By Drawn By: Checked By: S-101 lommmommmmmm Bar Measures 1 inch Z I— p ~ CL Cn Q �Q Z w N Q W� wU) J J <w Q W O Q Uaixw Lu w _j0w d - O QLu W L) LL�_ w� > Z o< l— W F- � � Z O U W 11' Q r nLLJ LL ED. 0 z Q Project No.: 200-5252JEW Designed By Drawn By: Checked By: S-101 lommmommmmmm Bar Measures 1 inch F E D B A T(CMU WALL ELA 5.49' PROVIDE BOND BEAM AT )P AND BOTTOM COURSE c DETAIL S-101 SCALE: 3 8"=1'-0" "CMU 'P FILLED CELL REINF. • #5 VERTICAL BARS PER CELL., NX 32" O.C. ,RIZONTAL BOND BEAMS AT 48" O.C. SHOWN. TYP BOND BEAM REINF: #5, PROVIDE MIN. 30" LAP DRILL AND EPDXY DWLS, 6" MIN. EMBEDMENT Q `o ic T/1 2" SLAB REINF:#5AT12" EW, T&B 16'-0" 4 10'-0° ot 11 1 EL. SEE "D" DWGS TYP FILLED CELL REINF 4 4 .I i l NTS •\ 1 EL. SEE "D" DWGS COMPACTED SUBGRADE °e otio�►� RAF ``� SEE SPECIFICATIONS COMPACTED SUBGRADE 2 DETAIL �01 SCALE: 3/8"=1'-0" NEW CONCRETE COLLAR AT PIPE PENETRATION PROVIDE (2)#4's AT 4" ON OUTSIDE FACE, L=4'-0" NOTE: 1. ALL PIPE PENETRATION LOCATIONS AND ELEVATIONS TO BE COORDINATED WITH "D" AND "C" DWGS. 15" DRILL & EPDXY 10" #5AT18" DWLS GRID PATTERN, TYP HYDROPHILIC WATERSTOP CONTINOUS FLANGE WATERSTOP #6AT8" HORIZ. EF #6AT8" VERT. EF 3 DETAIL S-101 SCALE; 18"=1'-0" '9 SEE SPECIFICATIONS 4 DETAIL �11 SCALE:3,`8"=1'-0" 13' !)" T112" SLAB REINF;#5AT12" EW, T&B 1 EL. SEE "D" DWGS cV a e a I 4,q COMPACTED SUBGRADE V-2" SEE SPECIFICATIONS �f 5 DETAIL `O MECHANICAL PIPE SEAL SEE "D" DWGS SCALE: 3a'8"'=1'-0" APPLY BONDING AGENT AT ALL SURFACES TO RECEIVE NEW CONCRETE PER SPECIFICATIONS. VVIYII nV I LV VVI.J VI\/"AVL SEE SPECIFICATIONS s DETAIL S-101 SCALE: 18"=1'-0" '-0" x12" PAD #5AT12" EW, T&B m F- CL U Lo W O W H Q Ix Q H U DM Drawn By: ZZ Z g $g� Q w Z J� a ZQ 0 N W W w~ J M LL 0? DW '� 'CIO3 Cnoo j Z F-: Qw 'nZ U 0 %0 D r� J W QX W�� LuU J °� ;oLo �> WD N 4z Z rn XO Z Z ° W w co � a oLn __ " 0® P. CD z F -w U ~ z eco Q � W� �J`0z W J Z � a W J Q Z ` kn 41a f'1Jali ot 11 1 EL. SEE "D" DWGS TYP FILLED CELL REINF 4 4 .I i l NTS •\ 1 EL. SEE "D" DWGS COMPACTED SUBGRADE °e otio�►� RAF ``� SEE SPECIFICATIONS COMPACTED SUBGRADE 2 DETAIL �01 SCALE: 3/8"=1'-0" NEW CONCRETE COLLAR AT PIPE PENETRATION PROVIDE (2)#4's AT 4" ON OUTSIDE FACE, L=4'-0" NOTE: 1. ALL PIPE PENETRATION LOCATIONS AND ELEVATIONS TO BE COORDINATED WITH "D" AND "C" DWGS. 15" DRILL & EPDXY 10" #5AT18" DWLS GRID PATTERN, TYP HYDROPHILIC WATERSTOP CONTINOUS FLANGE WATERSTOP #6AT8" HORIZ. EF #6AT8" VERT. EF 3 DETAIL S-101 SCALE; 18"=1'-0" '9 SEE SPECIFICATIONS 4 DETAIL �11 SCALE:3,`8"=1'-0" 13' !)" T112" SLAB REINF;#5AT12" EW, T&B 1 EL. SEE "D" DWGS cV a e a I 4,q COMPACTED SUBGRADE V-2" SEE SPECIFICATIONS �f 5 DETAIL `O MECHANICAL PIPE SEAL SEE "D" DWGS SCALE: 3a'8"'=1'-0" APPLY BONDING AGENT AT ALL SURFACES TO RECEIVE NEW CONCRETE PER SPECIFICATIONS. VVIYII nV I LV VVI.J VI\/"AVL SEE SPECIFICATIONS s DETAIL S-101 SCALE: 18"=1'-0" '-0" x12" PAD #5AT12" EW, T&B m F- CL U Lo W O W H Q Ix Q Project No.: H Designed By: DM Drawn By: ZZ Checked By: JS Q O_ Z J� a ZQ d W Z Q Q Qw J J LuU a� �> <(r XO o � a F -w U ~ Q � W O J Q LL Project No.: 200-52528-13003 Designed By: DM Drawn By: DM Checked By: JS S-501 Bar Measures 1 I!1ch F E D Y Q )V U Co 0 to Z r 0 SS CHAIN ACROSS AREA AT TOP AND MID -RAILS ALUM. GRATING, TYP. NEW GUARDRAIL MOUNTED ON TOP EXISTING WALL FIELD VERIFY PLATFORM EXTENSION (SEE SHEET D-104 FOR GENERAL LOCATION) PARTIAL PLAN SCALE: 3/8"=1'-0" WALKWAY SUPPORT C10X6.91 \� HT P UUrt t -LAM EXISTING OXIDATION DITCH WALL ALUM. GRATING, TYP. L2x2x}" ATTACH TO TOP FLANGE OF WT BRACKETS, TYP. TOP OF GRATING TO BE 3'-6" BELOW TOP OF EXISTING WALL, FIELD VERIFY HEIGHT NEW STAIRS (SEE SHEET D-104 FOR GENERAL LOCATION) PARTIAL PLAN SCALE: 18"=1'-0" NOTE: 1. ALL EXISTING STEEL GUARDRAIL, GRATING, AND STAIRS AT THIS LOCATION SHALL BE REMOVED AND REPLACED AS SHOWN ON PARTIAL PLAN. RAILINGS TYPICAL CHAIN GUARD DETAIL SCALE: N.T.S. NOTES: 1. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING DRAWINGS. 2. USE LOCK WASHERS ON NUTS. 1 1/2" VARIES (2}L4X4X5/16 3/4" DIA. SS BOLTS ALUMINUM BEAM CONNECTION DETAIL SCALE: N.T.S. 1 MrV-CM AAI!^_] C !-1O CTMIAI/`CM 9�J r:nNr,F STAIR TREADS PER SPECS 2-3/4" S.S. BOLTS TYP. :E 6x7 )M 112x11.7) /4" W/SPACER, ALUM. 6-3/4" DIA S.S, CONC. J FASTENERS MIN EMBED. 5" TYPICAL WALKWAY SUPPORT 6 DETAIL 5-502 SCALE: N.T.S. TVP 15" AT A[ VERS :TURI MLIM POST )EBO, V N 1 1/2" ID SCHEDULE 40 (POSTS TO BE SCHEDULE 80) ANODIZED ALUMINUM GUARDRAIL SYSTEM SEE SPECS TOP OF HANDRAIL I. ,.._.....,, I— TREAD �I 1/ 2" CLR EBOAF 1 MAX POST SPACING SEE SPECS RAIL—POST ARRANGEMENT GUARDRAIL ri""\ DETAIL SCALE N.T.S J 9 O O LL Z a= w 0 w (A 2 PLATFORM FRAMING SEE PLANS N 5/8" DIA 316 SS BOLTS STAIR CONNECTION AT PLATFORM DETAIL SCALE: N.T.S. AERATOR SUPPORT STEEL FRAMING TO BE PAINTED PER NOTES ON THIS SHEET r ■ U z _—N � TM O H M N N LY 11 J ,� 00 c SS SET SCREWS Lq W (n � 0 zt o - 3`ED w<< a 3 LL 3/8" (MIN.) r 0 a 0 uo DIA SS J L Co °n ANCHORS W oN n a Z Z a t Z a W w �I .joro 0 M ZU �a'coZ `V W i� °W + WE- , _j O� 6j"��I 11 J W ;duo SIDE MOUNT SURFACE MOUNT �" Y c a M J 0. L CONNECTIONS ��.�p,K* BASE CONNECTION NOTE: �J� •■+°A•��'••.• 4 ANCHOR PATTERN SHOWN, 2 BOLT PATTERN y' 4 U. C3 WILL BE ACCEPTABLE GIVEN THE LOADING W M O REQUIREMENTS SPECIFIED ARE SATISFIED AND if A MINIMUM OF 1/2" DIA. SS BOLTS ARE PROVIDED. i Z o s •. Y 14p t §k°F fOf %% SEE PLANS FOR TOTAL LENGTH TYP / 4" TREAD / 3/4" DIA. SS CONC. FASTENER WELD CLOSURE .y U :;��l " MIN, 1 1/2 MAX PLATE / / / TYP NOSING r / / i-314" GROUT a D r AIN D T4, a aa D a � 0 P. D #5AT12"T&B 10" L 3x3xl/4 STRINGER CHANNEL STAIR TREADS PER SPECS PAD LENGTH EQUAL BK/BK OF STRINGERS PLUS 6" EACH SIDE AT SLAB OR SIDEWALK THICKEN CONC. TO 12" MIN. 2'-6" STAIR CONNECTION AT BASE DETAIL SCALE: N.T.S. AERATOR SUPPORT FRAMING PAINTING ALL EXISTING SUPPORT FRAMING FOR AERATORS SHALL BE PAINTED PER CLASS 5 EXPOSURE CATEGORY IN SPECIFICATION 09900 PAINTING. ALL EXISTING FRAMING SHALL INCLUDE AT A MINIMUM STEEL WIDE FLANGES, LATERAL DIAGONAL BRACING, STIFFENER PLATES, BASE PLATES AND ANCHOR BOLTS. PAINT ALL ALL STEEL PER NOTES ENGINEER SHALL BE NOTIFIED ONCE SURFACE PREPARATION HAS BEEN COMPLETED SO THAT A SITE VISIT MAY BE PERFORMED TO CONFIRM ANY REPAIRS THAT MAY BE NECESSARY. NO PAINTING SHALL TAKE PLACE UNTIL THE ENGINEER HAS PROVIDED DIRECTION TO DO SO. 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 jj" NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN CONTACT. A NEOPRENE GASKET MUST BE PROVIDED. 3. HANDRAILS, GUARDRAILS, POST, BRACKETS AND MOUNTINGS SHALL MEET THE FLORIDA BUILDING CODE (FBC) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA) LOADING REQUIREMENTS. 4. TOP OF ALL GUARDRAILS SHOULD BE 42" HIGH ABOVE THE FINISH FLOOR OR WALKWAY, THE INTERMEDIATE RAILS SHALL BE EQUALLY SPACED BETWEEN THE TOP RAIL AND THE TOEBOARD. 5. ALL WALKWAYS SHALL USE GRATING UNLESS OTHERWISE SHOWN ELSEWHERE ON THE DRAWINGS. GRATING SHALL BE PLACED SUCH THAT OPENINGS AROUND GATES AND OTHER EQUIPMENT IS 2" MINIMUM. 6. HANDRAIL AT GATE LOCATIONS SHALL NOT BE INTERRUPTED AND SHALL BE SPECIFICALLY ADDRESSED IN SHOP DRAWING SUBMITTALS. } m Z z a = Cn _j :5 U� >z LLJ U) 2 I ~ Z Z Qw OCW G O a� �> W 0UJw �> 0 W� O �w Q Q LUX U, O Q U_ loom <0 Project No.: 200-52528-13003 Designed By: DM Drawn By: DM Checked By: JS S-502 Bar Measures 1 inch 3'-0" of Uj LU z z of w U) N � J rn rn w X X L O_ U _O U WALKWAY SUPPORT C10X6.91 WALKWAY SUPPORT C10X6.91 \� HT P UUrt t -LAM EXISTING OXIDATION DITCH WALL ALUM. GRATING, TYP. L2x2x}" ATTACH TO TOP FLANGE OF WT BRACKETS, TYP. TOP OF GRATING TO BE 3'-6" BELOW TOP OF EXISTING WALL, FIELD VERIFY HEIGHT NEW STAIRS (SEE SHEET D-104 FOR GENERAL LOCATION) PARTIAL PLAN SCALE: 18"=1'-0" NOTE: 1. ALL EXISTING STEEL GUARDRAIL, GRATING, AND STAIRS AT THIS LOCATION SHALL BE REMOVED AND REPLACED AS SHOWN ON PARTIAL PLAN. RAILINGS TYPICAL CHAIN GUARD DETAIL SCALE: N.T.S. NOTES: 1. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING DRAWINGS. 2. USE LOCK WASHERS ON NUTS. 1 1/2" VARIES (2}L4X4X5/16 3/4" DIA. SS BOLTS ALUMINUM BEAM CONNECTION DETAIL SCALE: N.T.S. 1 MrV-CM AAI!^_] C !-1O CTMIAI/`CM 9�J r:nNr,F STAIR TREADS PER SPECS 2-3/4" S.S. BOLTS TYP. :E 6x7 )M 112x11.7) /4" W/SPACER, ALUM. 6-3/4" DIA S.S, CONC. J FASTENERS MIN EMBED. 5" TYPICAL WALKWAY SUPPORT 6 DETAIL 5-502 SCALE: N.T.S. TVP 15" AT A[ VERS :TURI MLIM POST )EBO, V N 1 1/2" ID SCHEDULE 40 (POSTS TO BE SCHEDULE 80) ANODIZED ALUMINUM GUARDRAIL SYSTEM SEE SPECS TOP OF HANDRAIL I. ,.._.....,, I— TREAD �I 1/ 2" CLR EBOAF 1 MAX POST SPACING SEE SPECS RAIL—POST ARRANGEMENT GUARDRAIL ri""\ DETAIL SCALE N.T.S J 9 O O LL Z a= w 0 w (A 2 PLATFORM FRAMING SEE PLANS N 5/8" DIA 316 SS BOLTS STAIR CONNECTION AT PLATFORM DETAIL SCALE: N.T.S. AERATOR SUPPORT STEEL FRAMING TO BE PAINTED PER NOTES ON THIS SHEET r ■ U z _—N � TM O H M N N LY 11 J ,� 00 c SS SET SCREWS Lq W (n � 0 zt o - 3`ED w<< a 3 LL 3/8" (MIN.) r 0 a 0 uo DIA SS J L Co °n ANCHORS W oN n a Z Z a t Z a W w �I .joro 0 M ZU �a'coZ `V W i� °W + WE- , _j O� 6j"��I 11 J W ;duo SIDE MOUNT SURFACE MOUNT �" Y c a M J 0. L CONNECTIONS ��.�p,K* BASE CONNECTION NOTE: �J� •■+°A•��'••.• 4 ANCHOR PATTERN SHOWN, 2 BOLT PATTERN y' 4 U. C3 WILL BE ACCEPTABLE GIVEN THE LOADING W M O REQUIREMENTS SPECIFIED ARE SATISFIED AND if A MINIMUM OF 1/2" DIA. SS BOLTS ARE PROVIDED. i Z o s •. Y 14p t §k°F fOf %% SEE PLANS FOR TOTAL LENGTH TYP / 4" TREAD / 3/4" DIA. SS CONC. FASTENER WELD CLOSURE .y U :;��l " MIN, 1 1/2 MAX PLATE / / / TYP NOSING r / / i-314" GROUT a D r AIN D T4, a aa D a � 0 P. D #5AT12"T&B 10" L 3x3xl/4 STRINGER CHANNEL STAIR TREADS PER SPECS PAD LENGTH EQUAL BK/BK OF STRINGERS PLUS 6" EACH SIDE AT SLAB OR SIDEWALK THICKEN CONC. TO 12" MIN. 2'-6" STAIR CONNECTION AT BASE DETAIL SCALE: N.T.S. AERATOR SUPPORT FRAMING PAINTING ALL EXISTING SUPPORT FRAMING FOR AERATORS SHALL BE PAINTED PER CLASS 5 EXPOSURE CATEGORY IN SPECIFICATION 09900 PAINTING. ALL EXISTING FRAMING SHALL INCLUDE AT A MINIMUM STEEL WIDE FLANGES, LATERAL DIAGONAL BRACING, STIFFENER PLATES, BASE PLATES AND ANCHOR BOLTS. PAINT ALL ALL STEEL PER NOTES ENGINEER SHALL BE NOTIFIED ONCE SURFACE PREPARATION HAS BEEN COMPLETED SO THAT A SITE VISIT MAY BE PERFORMED TO CONFIRM ANY REPAIRS THAT MAY BE NECESSARY. NO PAINTING SHALL TAKE PLACE UNTIL THE ENGINEER HAS PROVIDED DIRECTION TO DO SO. 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 jj" NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN CONTACT. A NEOPRENE GASKET MUST BE PROVIDED. 3. HANDRAILS, GUARDRAILS, POST, BRACKETS AND MOUNTINGS SHALL MEET THE FLORIDA BUILDING CODE (FBC) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA) LOADING REQUIREMENTS. 4. TOP OF ALL GUARDRAILS SHOULD BE 42" HIGH ABOVE THE FINISH FLOOR OR WALKWAY, THE INTERMEDIATE RAILS SHALL BE EQUALLY SPACED BETWEEN THE TOP RAIL AND THE TOEBOARD. 5. ALL WALKWAYS SHALL USE GRATING UNLESS OTHERWISE SHOWN ELSEWHERE ON THE DRAWINGS. GRATING SHALL BE PLACED SUCH THAT OPENINGS AROUND GATES AND OTHER EQUIPMENT IS 2" MINIMUM. 6. HANDRAIL AT GATE LOCATIONS SHALL NOT BE INTERRUPTED AND SHALL BE SPECIFICALLY ADDRESSED IN SHOP DRAWING SUBMITTALS. } m Z z a = Cn _j :5 U� >z LLJ U) 2 I ~ Z Z Qw OCW G O a� �> W 0UJw �> 0 W� O �w Q Q LUX U, O Q U_ loom <0 Project No.: 200-52528-13003 Designed By: DM Drawn By: DM Checked By: JS S-502 Bar Measures 1 inch