The URL can be used to link to this page

1100 Sandpiper Lane WWTP #1r% r% eN Ir. --r 1 r1/'% A -r I P-% k I VICINITY MAP UTILITY CONTACTS_ ORGANIZATION ADDRESS TELEPHONE NUMBER CONTACT AND TITLE CITY OF ATLANTIC BEACH MR RICK CARPER, PE 1200 SANDPIPER LANE ENGINEERING AT LIC WORKS DIRECTOR ATLANTIC BEACH, FL. 32233 (9041247-5834 PUB CITY OF ATLANTIC BEACH 902 ASSISI LANE MS DONNA KALUZNIAK, WATER AND SEWER ATLANTIC BEACH, FL. 32233 (904) 270-2535 UTILITY DIRECTOR UNDERGROUND UTILITIES NOTIFICATION CENTER ONE -CALL SERVICE (800) 432-4770 WWTP#1 IMPROVEMENTS FOR TMDL COMPLIANCE FOR THE CITY OF ATLANTIC BE, JAN 312011 ay LJ Adow 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 904-247-5800 November 2 0 1 0 MAYOR: LOUIS "MIKE" BORNO CITY OF ATLANTIC BEACH COMMISSIONERS: JOHN FLETCHER BUILDING OFFICE JONATHAN DAUGHERTY PAUL PARSONS FEB 01 201 CAROLYN WOODS CITY MANAGER: MR. JIM HANSON By: FILF np iiO Oo PROJECT LOCATION MAP REVISIONS BY JC 1�/ I DATE 1 6/201 d, T DESCRIPTION CONFORMED tt PREPARED -13Y. J. COLLINS ENGINEERING ASSOCIATES, INC iA11516-3 SAN JOSE BLVD. JACKSONVILLE, FL 32223 DRAWING INDEX SHEET DWG N0. _N 0. DESCRIPTION SHEET DWG DESCRIPTION SHEET DWG DESCRIPTION REVISIONS CONFORMED 12/16/2010 I FILE NO IN N N U M N N N0. N0. 'J N 0 `o N0. N0. 1 G-1 _— N _ 5 TITLE SHEET & LOCATION MAP 32 M-22 AERATION TANKS MODIFICATION — SECTIONS 63 E-11 PROCESS & INSTRUMENTATION DIAGRAM 2 G-2 DRAWING INDEX 33 M-23 NEW FILTERS PLAN & SECTION 64 E-12 SCADA SYSTEM BLOCK DIAGRAM 3 G-3 GENERAL NOTES, LEGENDS & ABBREV. 34 M-24 NEW FILTERS SECTIONS 65 E-13 SCADA SYSTEM 1/0 SCHEDULE 4 G-4 COAB STANDARD UTILITY NOTES 35 M-25 NEW FILTER SECTIONS 66 E-14 ELECTRICAL SITE PLAN 5 G-5 SURVEY SITE 36 M-26 EXISTING BLOWER BLDG DEMOLITION 67 E-15 ELECTRICAL PLAN—AERATION TANKS 1&2 1 6 G-6 OVERALL PROPOSED SITE PLAN 37 M-27 EXISTING BLOWER BLDG IMPROVEMENTS 68 E-16 ELECTRICAL PLAN—AERATION TANKS 3&4 7 C-1- SITEWORK/SEEDING & SODDING DETAILS 38 M-28 .AIR PIPING MODIFICATIONS 69 E-17 ELECTRICAL PLAN --FILTERS & REUSE 8 C-2 EROSION CONTROL DETAILS 39 M-29 NEW SUPPLEMENTAL CARBON FEED SYSTEM 70 E-18 ELECTRICAL PLAN—BLOWER BUILDING 9 C-3 EROSION CONTROL DETAILS 40 M-30 EXISTING CHEMICAL FEED FAC. IMPROVEMENTS 71 E-19 ELECTRICAL DETAILS 10 C-4 EROSION CONTROL DETAILS 41 M-31 PLANT REUSE PUMP SECTION 72 E-20 ELECTRICAL DETAILS 11 M-1 EXISTING YARD PIPING PLAN — NORTH 42 M-32 STANDARD SEWER DETAILS 12 M-2 EXISTING YARD PIPING PLAN — SOUTH 43 M-33 STANDARD SEWER DETAILS WWTP#2 PHASEOUT 13 M-3 YARD PIPING PLAN IMPROVEMENTS — NORTH 44 M-34 STANDARD SEWER DETAILS ADDENDUM #1: 14 M-4 YARD PIPING PLAN IMPROVEMENTS — SOUTH 45 M-35 PIPING SUPPORT & MISC. DETAILS "l 5 M-5 EXISTING INFLUENT STRUCTURE DEMO PLAN 46 S-0.1 STRUCTURAL DESIGN CRITERIA & GEN. NOTES 1 BG -1 EXISTING BUCCANEER WWTP SITE PLAN 16 M-6 EXISTING INFLUENT STRUCTURE DEMO SECT. 47 S-1.1 AERATION — LOWER FOUNDATION PLAN 2 BG -2 .DEMOLITION PLAN 17 M-7 INFLUENT STRUCTURE SECTION 48 S-1.2 AERATION UPPER PLAN 3 BC -1 BUCCANEER MASTER PUMP STATION SITE PLAN 18 M-8 INFLUENT STRUCTURE IMPROVEMENTS 49 S-1.3 FILTER PLATFORM FOUNDATION PLAN 4 BC -2 BUCCANEER MASTER PUMP STATION DETAILS 19 M-9 INFLUENT STRUCTURE IMPROVEMENTS — SECT. 50 S-2.1 AERATION SECTIONS 5 BC -3 BUC FORCE MAIN TIE—INS LOCATION MAP 20 M-10 INFLUENT STRUCTURE DRAINAGE PLAN 51 S-2.2 AERATION DETAILS/SECTIONS 6 BC -4 BUCCANEER FORCE MAIN TIE—INS 21 M-11 AERATION TANKS DEMOLITION PLAN 52 S-2.3 AERATION & FOUNDATIONS 7 BE -1 SINGLE LINE DIAGRAM 22 M-12 AERATION TANKS DEMOLITION PLAN 53 E-1 ELECTRICAL LEGEND & SCHEDULES BE -2 CONTROL WIRING DIAGRAM 23 M-13 AERATION TANKS MODIFICATIONS PLAN8 54 E-2 CONDUIT & CABLE SCHEDULE BE -3 CONTROL WIRING DIAGRAM 24 M-14 AERATION TANKS MODIFICATIION UPPER PLAN9 55 E-3 CONDUIT & CABLE SCHEDULE 10 BE -4 CONTROL PANEL DETAILS 25 M-15 AERATION TANKS MODIFICATION LOWER PLAN 56 E-4 SINGLE LINE DIAGRAM—MAIN SWICTHBOARD 26 M-16 AERATION TANKS MODIFICATION — SECTIONS 57 E-5 SINGLE LINE DIAGRAM—MCC1 11 BE -5 ELECTRICAL BUILDING 12 BE -6 ELECTRICAL SITE PLAN 27 M-17 AERATION TANKS MODIFICATION — SECTIONS 58 E-6 SINGLE LINE DIAGRAM—MCC2 28 M-18 AERATION TANKS MODIFICATION — SECTIONS 59 E-7 SINGLE LINE DIAGRAM—MCC3 r 29 M-19 AERATION TANKS MODIFICATION — SECTIONS 60 E-8 SINGLE LINE DIAGRAM—MCC4 l / `30 M-20 AERATION TANKS MODIFICATION — SECTIONS 61 E-9 CONTROL WIRING DIAGRAMS _31 M-21 AERATION TANKS MODIFICATION — SECTIONS 62 E-10 CONTROL WIRING DIAGRAMS JOHN E. COLlINS, JR 'PE#40085 REVISIONS CONFORMED 12/16/2010 I FILE NO Lu U Z Q CL O U J C) w O u LL_ V) Z v Lu w > IL a i iDATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-2 2 OF 72 SHEETS IN N N U M N N m C a 'J N 0 `o ��w ��U) A? C O C? > 0 N _— N _ 5 rJo Lu U Z Q CL O U J C) w O u LL_ V) Z v Lu w > IL a i iDATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-2 2 OF 72 SHEETS GENERAL LEGEND EXISTING PROPOSED DESCRIPTION - -SAN— BUILDING SANITARY SEWER AND MANHOLE - -STS — C.I.P. STORM SEWER - -DS- - DRAINAGE MANHOLE DIGESTED SLUDGE - - W - - —W WATER MAIN C. A. COMPRESSED AIR LINE VALVE — UGE C.O. UNDERGROUND ELECTRIC —RAS- - N RETURN ACTIVATED SLUDGE —WAS- - F.F.E. WASTE ACTIVATED SLUDGE - -TS- - DIAMETER THICKENED SLUDGE - -CL2- - E.P. CHLORINE SOLUTION - -SE- - SE — SECONDARY EFFLUENT - -RE- RE — REUSE EFFLUENT PIPE — RW — RW — REUSE MAIN TO DISTRIBUTION SYSTEM — OPE — OPE — TOWN OF ORANGE PARK EFFLUENT D - - DR — DRAIN LINE - -_PS- - PRIMARY SLUDGE - -AS- - GUY WIRE ACTIVATED SLUDGE - — - INV. DITCH OR SWALE ❑ METAL GUY POLE DRAINAGE INLET ---- MLP RIGHT OF WAY LINE { — OVER HEAD LINE SURVEY BASELINE — X — P.P FENCE - -8- - METAL CONTOUR 12.00• p® ELEVATION C I TRANSFORMER BUILDING/STRUCTURE ❑O C.O. pp® CLEAN OUT O H.B. I -O HOSE BIBB WATER VALVE H.B. STAND PIPE NO. NUMBER TO BE REMOVED } as t ' NEW CONC. PAVEMENT �` s,t r._ SV SPRINKLER VALVE C. 1. CAST IRON (GRAY) NEW ASPHALT PAVEMENT —COMM— G. S. EXISTING COMMUNICATION TEL — EXISTING TELEPHONE —61N FM— TCB EXISTING FORCEMAIN —81N WM— MECHANICAL JOINT EXISTING WATERMAIN —IRRG— FLG. EXISTING IRRIGATION —UNK— WATER LINE CROSS EXISTING UNKNOWN STAINLESS STEEL — FM PROPOSED FORCEMAIN —H VALVE WATER METER PL. AIR RELEASE VALVE ASSEMBLY p WOOD POST DRAINAGE INLET 12.00 WPP WOOD POWER POLE EL. ELEVATION PROTECTED TREE TO BE REMOVED WATER VALVE Q NON -PROTECTED CREDIT TREES OR DEVELOPER PLANTED TOB TOP OF BANK CREDIT TREES WITH BARRICADE CONCRETE THXX 0 SUV TEST HOLE W/NUMBER AB -4-23 ALUMINUM SURVEY BENCHMARK N.T.S. SURVEY IRON PIPE FIBER OPTIC PULL BOX TYPICAL FO FIBER OPTIC W.W.F. OLS DIRECTIONAL DRILL PIT - APPROX GROUND WATER LEVEL GENERAL NOTES 1. ELEVATIONS ARE BASED UPON NAD83 DATUM. 2. ALL ELEVATIONS SHOWN ARE IN FEET. 3. ALL WORK AFFECTING EXISTING STRUCTURES OR UTILITIES SHALL BE COORDINATED WITH THE OWNER PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS/SPECIFICATIONS AND CITY OF ATLANTIC BEACH UTILITY STANDARDS WHERE APPLICABLE 5. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE DRAWING FROM THE BEST AVAILABLE INFORMATION. THE OWNER HAS PROVIDED (SUV) SUBSURFACE UTILITY VERIFICATION REPORTS SHOWING LOCATION OF EXISTING UTILITIES. THE SUV LOCATIONS IDENTIFY POINTS AT WHICH THE UTILITIES HAVE BEEN LOCATED. THE EXISTING UTILITIES WERE EXTENDED BETWEEN THESE POINTS TO PROVIDE A GENERALIZED REPRESENTATION OF THE PIPE ROUTE. HOWEVER, NO WARRANTEE IS MADE THAT THE REPRESENTATION IS ACCURATE OR THAT ALL UTILITIES HAVE BEEN LOCATED AND CHARACTERIZED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EXPLORE AND INVESTIGATE FAR ENOUGH IN ADVANCE OF PIPE INSTALLATION TO PHYSICALLY LOCATE, VERIFY AND CHARACTERIZE ANY UTILITIES; ALLOWING THE ABILITY TO MAKE IN -FIELD ADJUSTMENTS TO AVOID CONFLICTS. THE COSTS FOR CONFLICT RESOLUTIONS SHALL BE THE RESPONSIBILITY OF OF THE CONTRACTOR. THE OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF THE EXISTING FACILITIES REPRESENTED. ANY DAMAGE RESULTING TO THE EXISTING UTILITIES, EITHER ABOVE OR BELOW GRADE, FOR FAILURE TO PHYSICALLY LOCATE THE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6. CONTACT ALL UNDERGROUND UTILITIES REPRESENTATIVES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MINIMUM CLEARANCE BETWEEN ALL UTILITIES PER PLANS AND SPECS. CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL REQUIRED FITTINGS AND RESTRAINTS IN ORDER TO ROUTE PIPES AROUND OTHER PIPES AND OBSTRUCTIONS 8. HORIZONTAL AND VERTICAL CONTROLS ARE SUBJECT TO ADJUSTMENTS IN THE FIELD IF NECESSARY TO AVOID UTILITY CONFLICTS UPON APPROVAL FROM THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 9. WHERE THE VERTICAL DISTANCE BETWEEN WATER AND SEWER MAIN CROSSING IS LESS THAN EIGHTEEN (18)INCHES, THE CONTRACTOR SHALL ENCASE THE SEWER MAIN IN CONCRETE FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES WHICH MAY BE DISTURBED BY CONSTRUCTION, AND TO ASSURE ACCURATE HORIZONTAL OF THE CROSSING. 10. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DAMAGED DURING CONSTRUCTION AND TO ESTABLISH ACCURATE HORIZONTAL AND VERTICAL CONTROL DURING THE CONSTRUCTION OF THE WORK. 11. ALL PIPE SHALL BE LAID WITH A MINIMUM OF 36" COVER UNLESS OTHERWISE NOTED. 12. PIPE JOINT DEFLECTION, WHERE REQUIRED, SHALL NOT EXCEED 80% OF THE MAXIMUM RECOMMENDED FOR THE SIZE AND TYPE OF JOINT BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION FOR DUCTILE IRON PIPE OR 80% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM ALLOWABLE PIPE DEFLECTION FOR P.V.C. PIPE. IF THE PIPE MANUFACTURER/SUPPLIER RECOMMENDS A ZERO(0%) DEFLECTION FOR THEIR PIPE, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL FITTINGS AND RESTRAINTS REQUIRED TO OBTAIN THE OFFSET OR DEFLECTION BEING IDENTIFIED AT NO ADDITIONAL COST TO THE OWNER. 13. ALL MECHANICAL JOINT PIPE, FITTINGS AND VALVES SHALL BE RESTRAINED WITH RETAINER GLANDS (SIZE, TYPE AND NUMBER AS REQUIRED). 14. VALVE BOXES FOR BURIED VALVES SHALL HAVE CONCRETE RINGS WITH BRASS TAGS INDICATING SIZE, TYPE (PV OR GV) & DESCRIPTION (RW, WM, ETC.) AND NUMBER OF TURNS TO CLOSE/OPEN. 15. THE CONTRACTOR SHALL RESTORE ALL CULVERT, HEADWALL AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. THE COST OF THE ITEM SHALL BE INCLUDED IN THE PRICE BID FOR FURNISHING AND INSTALLING ANY NEW ITEM CAUSING SUCH DAMAGE. 16. TEMPORARILY STORE ALL EXCESS EXCAVATED MATERIAL AT CITY OWNED PROPERTY LOCATED ADJACENT TO THE MASTER LIFT STATION AT WWTP#1. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IMMEDIATELY BY THE CONTRACTOR AND AT HIS EXPENSE. FINAL DISPOSAL OF EXCESS DIRT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND AT HIS EXPENSE. 17 CONTACT CITY OF ATLANTIC BEACH AT LEAST 48 HOURS PRIOR TO ANY ACTIVITY THAT WILL AFFECT WATER & WASTEWATER TREATMENT OPERATIONS, INCLUDING TAPPING OF ANY MAINS. 18. THE CONTRACTOR SHALL PROVIDE A FINAL SURVEY AND AS-BUILTS OF ALL CHANGES MADE TO THE ORIGINAL DRAWINGS. THE SURVEY SHALL BE IN STATE PLANE COORDINATES NAD83 FL EAST ZONE FEET & VERTICAL NAVD 88 FEET . THE SURVEY AND AS-BUILTS SHALL BE SIGNED AND SEALED BY A LICENSED FLORIDA SURVEYOR OR PROFESSIONAL ENGINEER AND PROVIDED IN AN ELECTRONIC FORMAT (AUTOCAD V.14 OR GREATER) TO THE CITY OF ATLANTIC BEACH. 19. CONTRACTOR TO COMPLY WITH CITY OF ATLANTIC BEACH SITE MANAGEMENT ORDINANCE. COORDINATE WITH CITY OF ATLANTIC BEACH FOR ORDINANCE. ABBREVIATIONS B.W. BARBED WIRE BFP BACK FLOW PREVENTER BLDG. BUILDING C.L. CHAIN LINK C.I.P. CAST IRON PIPE DRAINAGE MH DRAINAGE MANHOLE T.P. TOP OF PIPE ECB ELECTRIC CONTROL BOX C. A. COMPRESSED AIR LINE EM ELECTRIC METER C.O. CLEAN OUT C p m o N CONC. CONCRETE F.F.E. FINISHED FLOOR ELEVATION DIA. DIAMETER FH FIRE HYDRANT E.P. EDGE OF ASPHALT PAVEMENT FL FLOOD LIGHT ELEC. ELECTRIC FLP FIBERGLASS LIGHT POLE EXIST. EXISTING GA GUY ANCHOR FTE FINISH FLOOR ELEVATION INV. INVERT G.P. 4" GUARD POST G.W. GUY WIRE MB MAIL BOX INV. INVERT MGP METAL GUY POLE L.P. LIGHT POLE MLP METAL LIGHT POLE O.H.L. OVER HEAD LINE MP METAL POST P.P WOOD POWER POLE MTL. METAL SAN. M.H. SANITARY MAN HOLE MW MONITORING WELL TRANSF. TRANSFORMER RCP REINFORCED CONCRETE PIPE W. WATER W. V. WATER VALVE SP STAND PIPE NO. NUMBER SQ, SQUARE D. 1, DUCTILE IRON SV SPRINKLER VALVE C. 1. CAST IRON (GRAY) TBM TEMPORARY BENCHMARK G. S. GALVANIZED STEEL P.V.C. POLYVINYL CHLORIDE TCB TELEPHONE CONTROL BOX M.J. MECHANICAL JOINT W.F. WIRE FABRIC FLG. FLANGED JOINT WL CROSS WATER LINE CROSS S.S. STAINLESS STEEL WLP WOOD LIGHT POLE CENTER LINE WM WATER METER PL. PLATE WP WOOD POST M.H. DIA. or 0 MANHOLE DIAMETER WPP WOOD POWER POLE EL. ELEVATION WV WATER VALVE U.G. UNDERGROUND TOB TOP OF BANK CONC. CONCRETE TOS TOP OF SLOPE ALUM. ALUMINUM N.T.S. NOT TO SCALE TYP. TYPICAL W.W.F. WELDED WIRE FABRIC E.W. EACH WAY E. F. EACH FACE C.L.F. CHAIN LINK FENCE H.B. HOSE BIBB F.E. FIRE EXTINGUISHER (APPROVE) EFF EFFLUENT REUSE WATER A/C. AIR CONDITION INJECT. INJECTION RAS RETURN ACTIVATED SLUDGE WAS WASTE ACTIVATED SLUDGE GEN. GENERATOR CHEM. CHEMICAL ASPH. ASPHALT NPW NON -POTABLE WATER EFF. EFFLUENT ADJ. ADJUST CONN. CONNECT G.V. GATE VALVE S. S. M.H. SANITARY SEWER MANHOLE MJ MECHANICAL JOINT BFV BUTTERFLY VALVE FLG. FLANGE CA COMPRESSED AIR SYS. SYSTEM FTG. FOOTING AGO ABOVE GRADE OPERATOR W/CONC. PAD DETAIL & SECTION REFERENCE NUMBER INDICATES DETAIL LETTER INDICATES SECTION A 101 SHEET NO. ON WHICH DETAIL OR SHEET NO. ON WHICH Q!_�VL + SECTION IS TAKEN. (+) INDICATES OR SECTION IS SHOWN, LOCATION ON MORE THAN ONE SHEET i • � ' LSC aVOHN C�DLL�Ns\JR P,E#40085 GENERAL NOTES, LEGEND, --AU 'ABBREVIATIONS REVISIONS CONFORMED 12/16/2010 NO LL! U Q J CL L 0 U J 1- O LL1 LL 0 Q Z 5 Lu G ui > O w 0- CL d 1- 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-3 3 OF 72 SHEETS N N_ eo04 C04 U Y C*4 N > N m � CJ rnv rn rncnoo C a) LL '_ W t0 c m C p m o N E) N G Y (.5 N N � v o sn LO U per, LL! U Q J CL L 0 U J 1- O LL1 LL 0 Q Z 5 Lu G ui > O w 0- CL d 1- 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-3 3 OF 72 SHEETS GENERAL NOTES FOR WATER AND SEWER INSTALLATION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR )AMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE DNE-CALL SERVICE(800-432-4770) 48 HOURS IN ADVANCE OF WORK. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS JNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REFERENCES JEA SPECIFICATIONS WITH EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. 5. JTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT (247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY SYSTEM. 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36" MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. 7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314 (F.A.C.) LOCATION OF PUBLIC WATER SYSTEM MAINS: (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN ` THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRA M TYPE SANITARY SEWER OR STORM SEWER SHALL BE WTY OR VACUUM LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) 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 ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. s (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (B) WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRIOR TO CONSTRUCTION OF ANY EXCEPTION. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND THE CITY OF ATLANTIC BEACH. 8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER MAINS AND FORCE MAINS ARE TERMINATED, AT ALL TEES AND OTHER FITTINGS AS SHOWN IN JEA CONSTRUCTION DETAILS W-31, W-37 AND S-38. MECHANICAL RESTRAINTS TO BE MEGALUG TYPE. 9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED TO 95% OF MAXIMUM DENSITY. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, CONFORMING TO ANSI A21.50, AS REQUIRED, OR BETTER. 13. ALL GATE VALVES SHALL BE NON -RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON -SHOCK WORKING PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY, BRONZE FITTED. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL. VALVE BOXES WITH SCREW EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON - TACKY TAR ENAMEL COATED. THE WORD "SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTER -CLOCKWISE) WHEN VIEWED FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. 14. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555 . A REPRESENTATIVE OF THE CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. 15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. 16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY, PAID FOR AND ARRANGED BY CONTRACTOR. COORDINATE ALL ACTIVITIES WITH CITY INSPECTOR. 17. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SERVICE. 18. POST CONSTRUCTION TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY SEWER. A FULL REPORT AND TAPE OR CD AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. 19. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH THE CITY. 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. 22. ALL DISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM RESTORED TO PRECONSTRUCTION CONDITION. 23. EXISTING ASPHALT SHALL BE SAW -CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDDINATED WITH THE PUBLIC WORKS INSPECTOR 24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES OR OBSTRUCTIONS AS REQUIRED. 25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS MAY BE RESOLVED. 26. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCED AND RECORDED ON THE RECORD "AS -BUILT" DRAWINGS. 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF .ASPHALT PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN. 28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM SLOPE OR GRADE BETWEEN INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEEI. PREPARE CUT SHEETS WITH INVERTS AND CALCULATED GRADE PER SPECS. 29. ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF WITHIN TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. 30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PREVENTER SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. 31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT PAVEMENT. 32. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS (SAW CUT). WATER SERVICE - "W" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) SEWER SERVICE - "S" ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) VALVE - "V' ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB & GUTTER) 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE DOUBLE STRAP TAPPING SADDLES WITH CORP. STOPS AT THE MAIN. 34. WATER METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH -READ LID AS AVAILABLE FROM SUN STATE METER & SUPPLY. 35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888. 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE. 37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF CONSTRUCTION. COORDINATE IN FIELD WITH CITY INSPECTOR. 38. ALL WATER/SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND UTILITY CONTRACTOR. 39. LOCATE WIRING - LOCATE WIRING SHALL BE INSTALLED ON ALL PVC, DI AND HDPE WATER MAIN PIPING AND SERVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. 40. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC BEACH WITH "AS -BUILT" DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL AS ELECTRONIC FILES IN AUTOCAD 2004 OR BETTER USING NAD 1983 STATE PLAN FLORIDA EAST FIPS 0901 (feet). (VERTICAL CONTROL WILL BE N.A.V.D. 1988 OR N.G.V.D. 1929). THE CITY'S TECHNICAL DESIGNER & GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE AND TO AS BUILT DRAWINGS DURING CONSTRUCTION. 41. CONTRACTOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS REQUIRED, AS SPECIFIED IN AWWA-C105, APP. A. RESULTS, WITH CONTRACTOR RECOMMENDATIONS, WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION. 42. HORIZONTAL DIRECTION DRILLING (HDD) OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS MANUAL SECTION 750. FOR ALL OTHER PROJECT NOTES, SEE PLAN SHEETS OR SPECIFICATIONS. IF CONFLICTS ARISE BETWEEN PLAN NOTES AND SPECIFICATIONS, SPECIFICATIONS NOTES WILL GOVERN. , rY JOHN f. COLONS, -JR,P 40085 REVISIONS CONFORMED 12/16/2010 (FILE NO �.J DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-4 4 OF 72 SHEETS m _ N U N _N N N Cid > CJ rn �.-f0o o C 0) LL c .. W (n C p c N p to 1n Y UQ�� N N �N a '' rn rn �.J DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-4 4 OF 72 SHEETS NEW EFFLUENT NEW SUPPLEMENTAL CARBON - FILTERS AND PIPING �- FEED SYSTEM J nIP WAS X X X x _ X y / CHAIN LIN�C�FENCE �, /J S� /� 6' PVC ➢R,1M ��—r-� T t00 �•c— FN F. O yt� r R.v, �O T — 1 / l CLARIFIER No. 1 ARAPA, AERATION T K #2 1• nm ST ATION e• DIP WAS tl I� I � N m• n>P NAS � W 2 - a- DIP Flo --- � I0- D--ry I 6' PVC MAN 6' PVC ]WAIN � :I I I� —D— D- D G 12' DIP RAS PL457IC LINED EFFLUENT �( I DP HOLDING POND I 6' PVC SCW r av I I CHLORINATION ~ n I DECHLORINATION I CLARIFIER 4• RN I zr nIP ONTACf CHAMBER p No. 2 SOUTH I fi' PVL MAIN a ❑ 20' M.W ER A 11' DIP Nr NT o °'"•• I ERATION TANK # 3 r I� D 6' PVC DRAIN III LJ -D 2r DIP 7 MODIFICATION OF EXISTING AERATION nP BASINS TO 4 STAGE -SIP NITRIFICATION PROCESS yPVC -1N �, 6• P�� I I n I �QIT/2i p x 2• PVC EFF. SNIPLE 1• py �I F 2t• S.S. AN NAm D O d D, WAS DL n,P �w —ti ti CY..4RIFIER7/` I ,,, '®,~ r No. 3 (FUTURES PVE DNAM II I SECURED ID .• RV �1 I 6• Pv (STI TT Wd Wd �N# 7$f1�LMFKfiJCEwd I — DIP vns \ 2 `, xz n X �..r— A I It ,, � � t• nm NAS a Zt• mP m v �. I o\��.//,/� I� AERATION TANK #5&6 b ,SON AN NnIN (FUTURE) NEW REUSE = i � q� fi• PVC SAN SEVER RUILDI , � 1•R�p LACE 3 BLOW �'- w BLOWER BUILDI�IIS� I WATER SYSTEM & D NEW VAL IN xl 1.0 MGD SLUDGE TANK x � +I P s —Al� ` SS. IN a d x CO ETE TION u• S.S. Am ❑ i ILDING 1 �P \NEW SPLITTER BOX ANEW STAIR CASE NEW 10' ACCESS ROAD FOR DELIVERY MODIFICATION TO EXISTING U — J ® b e a�q NEW & EXTENSION TO h J INFLUENT STRUCTURE wx P b1K EXISTING SLUDGE x 4 EXIST. SIDEWALK TO W ef—�—�—mat �as—�� / i9 FUEL TAN I I AERATION SLUDGE 4' (ADD 2 NEW STATIC SCREENS J i I , �� z GENERA P 1 CLARIFIER a O I ! ! ! ! ! ❑ x I i F 2 PVC CREATE ACCESS ROAD AND UPGRADE PIPING =x I I r PW fi b - °-- - FOR DELIVERY I I I � R AA � x � INFLUENT STRUCTURE / .. � I LAB BUILDING (STATIC SCREENS] IGESTER # if , x I I \ \ DRYING b _ ILDIN x \ \ \ \ BEDS E c b I I FUEL KI TOR I °dsM o• d x DRYING o ICA6 REED \-- i Ec I x C BEDS o = f D / / \ \ ELANDONE d� OLD BLOWER NEW C L2/S O4 d Z' BUILDING PRIMARY f! BUILDINGS CLARIFIER 7K x FEED EQUIPMENT E Il bail, I s`1 kosv M L plph x x s—D--D�—D--D b d d —Ad 7-- Md M o Md 7*� f VALVE i CONK PIT COIIICR � q O TANK ❑ aET,1. BIHLDIN pRyING DRYING SULFUR DIOXIDE x jP{�® STORAGE < Ll 0 BEDS BEDS r J x < N, WET i E II a x ID® ® WELLT—N--N—� q n ❑ �6 CF INK FENCE ® E t BFP PAD OPL--�OPL— OPL— PL=—"BPL=— CiFsL ''a F Hro ANT _�— 9WCHA�N �IIVK FENCfW q OPL— OPL— OPL _P�_ DPW �— pW E OPL— svB�v 1sv EMERGENCY OUTFALL LINE 0002 x X — X CAIN LINK FENCE L_A JOHN E. COLLIAS, JR PE#40085 REVISIONS !CONFORMED 112/16/2010 I FILE NO Lu Z Q O F_ o LL, LL_ 0 N l� _ W V W O Qf CL R 4 a F_ 10 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-6 6 OF 72 SHEETS N M 0 N N .N- � N co J 0] E7 J m 'sO y �O 0) U) LL y1) C w C 0 C U) Y N 0 N 1n Uc N W U � Lu Z Q O F_ o LL, LL_ 0 N l� _ W V W O Qf CL R 4 a F_ 10 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET G-6 6 OF 72 SHEETS CURB INLET,_ _-e WIRE SCREEN GRiNEL FIFER FILTERED WATER RUNOFF1 JO^V/ERFLO� WATER WIT SEDIMENT SEDIMENT WIRE SCREE \ 2"X4" WOOD STU ` CURB INLET SPECIFIC APPLICATION THIS METHOD OF NLET PROTECTION IS APPLICABLE AT CLRB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSN E PONDING IN FRONT OF THE STRUCTURE. BLOCK & GRAVEL CURB INLET SEDIMENT FILTER (0-902) N.T.S. CURB INLET o o WIRE MESH WITH RAVEL FILTER - FILTER FABRIC 12 FILTER WATER RUNOFF WATER--\ o SEDIMENT CONCRETE GUTTER . URB INLET GRAVEL CURB INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. [15" MIN GRAVEL (12" MIN. DEPTH) RUNOFF WATE WITH SEDIMENT FILTERED IRE MESH SEDIMENT '"" WATER FILTER FAB[ GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCEN- TRATED-FLOWS ARE EXPECTED,. BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGFT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL INLET SEDIMENT TRAP (D-903) N.T.S. WIRE SCREEN -CONCRETE BLOCK o o --p J" oo.o0 poo oooo J a omo 000$o po °p 000 ° o0 opog6o 0 oa op0008 000$ o0 00 �- o o D o o foo o 0 0 oO o o o 0o 00 ° ooo— o LGRAVEL FILTER op �`— WIRE SCREEN FILTERED WATER OVERFLOW�� RUNOFF � _ WATER WITFd oozy° SEDIMENT- _- IN DROP LET WITH GRATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. BLOCK & GRAVEL DROP INLET SEDIMENT FILTER (D-904) N.T.S. DROP INLET WITH GRATE TAKED STRAW BALE COMPACTEDS01 p ❑ ❑ ❑ ❑ ❑ -J TO PREVENT PIPIN 11101 111111, "M ❑ ❑ ❑ 11111 11111 FIL-FRED ❑ p RUNOFF WATER7 WATER ❑ ❑ WITH SEDIMENT f 111 [ 11111 ❑ 13 0 iVti1) 111111, n nui ti1�1111 11n STRAW BALES STAKED •' WITH 2 STAKES PER BALE HAY BALE SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE STAKES METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR FILTER HIGHWAY MEDIANS. -� BURLAP FABRIC RUNOFF WATER WITH SEDIMENT s BURIED BURLAP FABRIC FABRIC SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT TRAP (D-905) N.T.S. (D-906) N.T.S. 2. STAPLE WIRE 1. SET POSTS AND FENCING TO THE 4. BACKFILL AND COMPACT THE 3. ATTACH THE FILTER EXCAVATED SOIL. FABRIC TO THE WIRE FENCE AND EXTEND IT INTO EXTENSION OF IsRur FABRIC AND WIRE INTO THE T H. FILTER FABRIC 0 CONSTRUCTION DETAILS FOR SILT FENCES N.T.S. // 0 0 154ND�F1',e 1. SET THE STAKES. 2. EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE ILUry 4. BACKFILL AND 3. STAPLE FILTER COMPACT THE EXCAVATED MATERIAL TO S STAKES AND EXTEND IT INTO THE BENCH. , 3" MIN. iCONSTRUCTION OF A FILTER BARRIER FLOW PLAN POINTS A SHOULD BE HIGHER THAN B B A t., ELEVATION L - PROPER PLACEMENT OF A FILTER BARRIER. IN A DRAINAGE WAY FILTER BARRIER CONSTRUCTION DETAIL -- (D-910) -- ---- N.T.S. 1, REVISIONS 5CONFORMED 12/16/2010 I ,PROJECT ---- FILE NO N N N 1 V CN III cNo 1 J m @ III o C N 0) (n 0 0 LU "_ r- I i � 4 II O NU) Y � U ()QN c' I I� ,O � I U � /— STRAW BALE ENTLu BINDING WIRE OR � CCppMM gqCCIIF� gpI U III �I IIII I I I PRNPEtJT PIPI l� TO Z ! ISI FILTERED RUNOF, I I I I — RUN�b1�lT LADEN CL I 0 I I _ II O CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE STAKED HAY BALE (D-911) o LL 1, N.T.S. LL_ V) 00 0 o 000 000 000 o °og Z 00000 0 0 0 0000 W J/ o°S� o W 00 0 0 0 0 .0o0 0 0 O 0 o po o o o 000 Q_ 0! Do 00 < 0°000 L 1/ o o0oo 00 111 Op oo J/ 000000000 000 0 1 00000 o0 0 cl0o 00 00 0 0 0 0 0 IL SEE DROP NLFT SEDIMENT > TRAP (D-905) > ERECT SEDIMENT BARRIERS ATOATCH BASINS, (TYPICAL) N.T.S. DATE OCT. 2010 L SCALEAS SHOWN I,DRAWWN BY RED JOHN E. CgLLINS, JR PE#400a, 1, SIGNED BY PTJ SHEET ESCONTROL PLAN I ' c—z I ;, I —__-RO-- ION -- -----___--� 8 OF 72 SHEETSII 2. PLACE AND STAKE STRAW BALES. 1. EXCAVATE THE TRENCH. YLVW 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW THE EXCAVATED SOIL. RC fINFFAI RAI FC A POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY HAY BALE BARRIER CONSTRUCTION DETAILS (D 913) N.T.S. UNDISTURBED SOIL -- 2:1 OR FLATTER 6 1 R ECTION A -A A 0% CHANNEL GRADE 6' MIN. MAXIMUM GRADE OF 1 % FOR A TRANSITION OF 15 MINIMUM A DIVERSION OR DIKE LEVEL SPREADER CUT 0 TEMPORARY DIVERSION DIKE DIVERSION DIKE (D-914) N.i.S. OUTLET LOCAIIUN Uh [HL IL-11 SEDIMENT BASIN. OTHER ON-SITE INLET LOCATIONS MAY ALSO BE APPROPRIATE. TEMPORARY SEDIMENT BASIN NT.S. SILT FENCE W/ HAY BALES TO BE IN PLACE UNTIL THE COMPLETION OF THE PROJECT. lil OUTLET PROTECTION N T.S. JQNN E. C(IbLINS ,J VE(#40085 EROSION COIN 0,1- PLAR 1 REVISIONS 1CONFORMED 12/16/2010 I i 'PROJECT iFILE NO N j N thI i: N I'' N 'I U > N N J m -0 CD N (n O O LL t0 M a1 •N co .CD O N IA In Y N Q l0 1 N O T I N I w I U ZI Q J 0 III U J C� I L I I 0 LL LL_ ® i N ui � ILII w 0 w OL 3 3 TE OCT. 2010 ALE AS SHOWN __ AWN BY RLD SIGNED BY pTJ — EET C_4 10 OF 72 SHEETS 8' DIP WAS tl M PVC pI CB B NTLI CO RETE 14' S.S.AIR MAIN TIC IN E NNI C, DING i� , I I B I Lli u C90N 20 0 io 20 40 EXIS77NG SLUDGE N TA�, L -j III <-�\, ,, AERATION FACILITY FUEL TA E(3% &)Nc. p GENERA qRIVE 2- �L-2 II CLARIFIER 2' PVC (�-2 2' PVC 402 0 --d D ,f PW PW --- -1=s Rs 6- JAN aeSEVER III LL L- , F— D INFLUENT STRUCTURE LAB BUILDING (STATIC SCREENS� 6GESTER # 6CR DRYING IE N OUILD L FUEV- -�ANHOLE, NKI it BEDS N TOR Esm r-771- Ec�Ij DRYING -abtMIC4 IE;D Cli 0 BEDS I rIG x B14NDONED OLD BLOW W�R Md M d CONCRETE JM 'I - ARY BUILDINGBUILDING CLA❑RIFIER sv m < O q L_N/ jVENKF 'A z n P ENTER Md - Md -"� d /'\d Md Md md, —1Md VALVE QON(�RkW CO CR < PIT I Jill- I L 0 TANK ETAL B DIN R9 �JQ < TVP SULFUR DIOXIDE DRYING DRYING BEDS BEDS STORAGE x < E100' V) WET 7 < —°--Q--°--°- 9B WELL! <1 —6'—C H4 r-- INK —KF E N A I 9B I I / BFP < < P.,,IIK F L 0 w 1 --4 /ENTER IA PAD -u IlPL— IlPL —I I]IL— OIL— SPL _I-IFLW PRr_ TNITEF v W L _6�3_ P, L PW PW PW ra F VHYDRANT —C H �11 PW PL Op�— OPL— OPL— 0PL— OPL LI lk;E�NN7— :-��ww PW PW P� OPL— X ------------ Pw S\/Z V. xsv 4- __j EMERGENCY OUTFALL NF D002 x ---� x---.6' CHAIN LINK FENCE x x x x JOHN E. CG-LljNS, JR PE#40085 EXISTING YARD PIPING, PLAN SOUTH //001AND�iAE,� REVISIONS I 1 1 'CONFORMED 'PROJECT FILE NO R DATE OCT. 2010 SCALE AS SHOWN JEC SHEET M-2 12 OF 72 SHEETS F vAr—oSF -- SF -- SF ---_ SF — SF —_ SF is 3d5 SF — SF — SFj- + 14" 5.5. QlA4N REVISIONS 1!I CONFORMED 12/16/2010 \ . ,}i x `\; 5 ECB CB N 14 S S AIR MAIN I '�—.CT -� p CONCRETES. BUILDING A o C�CABL'I _ ! o a AIR < O \ SF 4 CN NCR LJ x N I� TA�11K A EXISTING SLUDGE SF SF Itl —' altl X s — S I AERATION FACILITY �a 2— CL2--_ 0.2. — L2- III N \. n LZL.t 112 CI -2 CL2 —CL2-F CL2 ° ca CL2—P�s�2- - -o FUEL TANK/ LL A .< x Li-- GENERATOR N I p o NEW TRENCH � I z RBI G�1-20 AEROBIC � v i i J DRA N C�1 IV z VC tL2 �� • o P DIGESTER v__ a ' 2" PVC 802 _ R Z - D D P W —�� q�R — — ARD UMP STATION Q r 6' ANL. a �0 \ I 1 N v x _, o CQ C z E ER �� LAB BUILDING x I INFLUENT STRUCTU E --- c`z \1v x E �Lz y GTHICKENER I .� , . (STATIC SCREENS az TANK MAINT. _ �° I o BLDG. "rn ° DRYING Fol �0 n C c BEDS o l IIS /o o L) j � FUEL ANK/ � o ESM � � . � 0,)`° � x \� — GEN TOR ,o o o a �4 \ D =D— —D EC I x I U QCD 1 �DRYING O 3 0 BEDS �� I I I AS — I �; BLOWER D -+ ABANDONED,. OLD od POLYMER o II of I PRIMARY BUILDING HANDLING m CLARIFIER W AI j BUILDING, o 1 Z S x II W L nC.) a <� P VEN�E Z V Md - Md' a Md " L=S - Md o �——D--D�D—D- MLS I CONCRsa — > I I I x n VALVE MASTTR L.S. O TANK o I Ply CONTROL o DIOXIDE I !I �U METAL BUIL ING -0 SULFUR TY DRYING DRYING I STORAGE " > —' o BEDS BEDS I ;! Ll A n < ❑00 p n l (n a < � WETQ `-a--a--0—� o �I x >0 < WELL' 6' CHX INK FENCE BFP a I u- 0 MLS O N A n a'� Z BACKFLOW `' PAD 'I W 10 < PREVENTER PREVEN E a� 4+ I I Lu OPL— OPL— OPL D— OPL— OPL— OPL— OPL— OPL Mtl Op—Mtl pp—'Ntl �p—'tltl �p� Mtl ppbtl�p�Mtl OpL Mtl� tl F HYDRANT I1 \ I , — PL OPL OPL— OPL— OPL-- OPL— OPL— OPL--{J----\``^T,L— O OPL— P W Q, PW 6' CHAYV/�J LINK NCE Pw P Pw �'W pppp C ° �5 I FM A M � S V�S V V � V AI L FM — FM --I�FM — FM -- FM M — FM — FM — FM — FM� . FM — FM — FM — FM — FM — FM C— FM — FM -- FM FAq�, i ��--- FM — FM —FM—FM—FM—FM--F,—I,- -FM — FM — FM FM — FM — FM r FM — FM — — FM — FM -- FM — FM — FM — FM — FM — FM — FM I FM FM — FM — FM — FM — OF — OF — OF — OF OF — OF — OF F -- OF — OF — OF — OF — OF — OF — OF x '�I EMERGENCY OUTFALL LINE D002 X — X X 6' CHAIN LINK FENCE �� I X �./ ,�DATE OCT. 2D10 j��, 'SCALE AS SHOWN DRAWN BY RCMV JOHN `E, COL!iNS, JR•PE400$5— — DESIGNED BY SEC !SHEET M-4 YARD PIPING IMPROVEMENT PLAN SOUTH to of 72 SHEETS 10" 90* BEN (Typ.) REMOVE(6) EXISTING PLUG VALVES i...— i ... ( Y �' — — _— (* �/ _ l r SPOOL 10" D.I. T 4 SCREEN SUPPORT fT ! T:� 7 IC -P, 10 -F,1w WALL TOP OF WALL ' FLANGE FILLER 18". 10" TEE 18" TEE L 18" 90* BEND 11",DIP Tz, Tlt 41— Ijr 10"90'130�� Is,, x 10" TEE 8" x 10".. 18" x 101, 4 11 18"x IO" TEE 18"x 10" TEETEE EXISTING 1811 DIP REMOVE APPROXIMATELY 12 LF REMOVE APPROXIMATELY 15 LF OF 18" DUCTILE IRON PIPE OF DUCTILE IRON PIPE AND FITTINGS TOP OF EXISTING SLAB EL. 20.57 FINISHED EL 20.17+ SECTION A DIP INTLIJENT III � LINE AT GRIT CHAMBER SCALE.e" =1'-0" M-5 M6 EL 17.07 REVISIONS CONFORMED 12/16/2010 PROJECT �Fi!-E NO Lu Z < CL 0 C) F- 0 LL 0LL Lu 1E illi> 0 w a_ CL DATE OCT. 2010 SCALE AS SHOWN I DRAWN BY RCMV JOHN 'E. COLLINS, JR PE(40085 DESIGNED BY JEC ISHEET M-6 EXISTING INFLUENT STRUCTURE DEMO SECT. I' 1R np 77 R14PPTR (2) PROPOSED 1.0 MGD STATIC SCREENS INSTALL (2) NEW 10" 10^ 90° BEND 90° BENDS ( yP.) ---�------� r ----� r-----) r----- -- — — — —- INSTALL (8)NEW 10" I I I I FLG PLUG VALVES, SEE NOTE 2 I I I i I I I I I I f I I I LA I� f I I I SCREI3d SUPPORT 10" D.1.1J SPOOL Ah TOP OF WALL EL. 33.17 I I I III I e INSTALL NEW 10" D.I. PIPE, TOP OF WALL I LENGTH AS REQUIRED FLANGE FILL FR ' INSTALL NEW 18" D.I. PIPE, 1s" x to^TEE 1 la" TEE �� — LENGTH AS REQUIRED is^so°BEN EL. 27..6 18"x 10° TEE 18 x 10 TEE 19 x 10' TEE " x 10" TEE I W' x 10" TEE INSTALL NEW EMSTING 18"DIP 18" 900 D.I. FLG BEND INSTALL NEW 18" ZINSTALLW 18"71STALL NEW 18" INSTALL NEW 18" INSTALL (2) NEW INSTALL NEW 18" D.I. PIPE, LENGTH FLG PLUG VALVE, D.I. PIPE, LENGTH FLG PLUG VALVE, 18"X10" D.I. FLG TEE D.I. PIPE, LENGTH AS REQUIRED SEE NOTES 1 & 2 AS REQUIRED SEE NOTES 1 & 2 AS REQUIRED Toe of EMSTING SLAB EL. 20.57 �On FINISHED GF.ADE (MIN) EL.20.17f — — — SECTION A INSTALL NEW DIP INFLUENT SCALE $" = V-0" M-7 M$ 18" 900 D.I. M7 BEND — — — 4- LINE AT GRIT CHAMBER 1 EL. 17.07 NOTES: 1. PROVIDE NEW FLANGED END PLUG VALVE WITH GEAR OPERATOR ANDCHAINWHEEL PROVIDE STAINLESS STEEL CHAIN TO WITHIN 2'-0" OF EXISTING SLAB. 2. ALL BOLTS, NUTS AND WASHERS ARE TO BE STAINLESS STEEL. 3. ALL ELEVATIONS AND DIMENSIONS OF THE EXISTING FACILITY WERE TAKEN FROM CITY AS -BUILT RECORD DRAWINGS. VERIFY PRIOR TO CONSTRUCTION. JOHN E. Q9LLINS, N PE14004,5 INFLUENT STRUCTURE IMPROVIEMENTS-K&ION REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO it N N co N N Uj N N J0 m [ C m-0 m (irn rn 0 O C � LL W La Im C_ p o N p toin Y N U Q N N CD U � W U Q J C^ O U J c) H O LL 1 � O N } Z U W U.j O w QCT r CL F>_ i DATE OCT. 2010 SCALE AS SHOWN IDRAWN BY. RCMV DESIGNED BY JEC SHEET M-8 18 OF 72 SHEETS NEW 6" PVC DRAIN PIPE NEW 6" DIM] �I f 90° ELBOW NEW CONC. CURB MOST. SLAB o E)OST. SLAB SLOPEo EXIST. SAW CUT EDGESAW CUT E)OST. o SLAB, WIDTH AS o REQD. TO INSTALL NEW TRENCH DRAIN NEW FIBERGLASS TRENCH DRAIN (SEE NOTES) 2 DETAIL 2 1 NTS e1 6' PIPE (LENGTH AS REQD.) , NEW DETAIL 2 EW 6 DIM] 90° EIOSTlNG CONC. SLAB NEW HEADER CURB e(SEE DETAIL 1) i FIN. GR. EL. 19.4* TOP OF SLAB EL 19.47 !` _ (VERIFY) �I 1111= DEPTH VARIES AS READ. UNIFORMLY SLOPE PIPE NEW 6" PVC DRAIN PIPE TO E)OSTING DRAIN PIPE A SECTION A -1 NTS NEW CONC. CURB z z" R z. R 6" z 12" 6" 7" 1 DETAIL A 1 NTS NOTES: 1. INSTALL NEW TRENCH DRAIN IN FLAT PORTION OF E)QSTING CONC. SLAB AS SHOWN. 2. WRAP NEW CURB AROUND AT EACH END. 3. TRENCH DRAIN TO BE 6" WIDE ACO "CHEM DRAIN C100" WITH VINYL ESTER POLYMER CONCRETE CHANNEL AND COMPOSITE RESIN SLOTTED GRATE OR APPROVED EQUAL INFLUENT STRUCTURE PLAN SCALE "'=1' // so sxwzAVPIA -�-mm ]� - JOHN E. COLLINS, JR PE#40085 REVISIONS CONFORMED 112/16/2010 PROJECT FILE NO N N N N Uj N N 07 C 'J NCU rn C;) 1n o 0 C N ILL a i C W (13 � ai C N cmo o N 0 U) Y N UQrm N I � � I I I Lu U z Q J CC G 0 U J C� L F— O u 1 L- O N WC G Lu O w EL L C H 3 3 DATE OCT. 2010. SCALE AS SHOWN DRAWN BY RCMV (DESIGNED BY JEC SHEET M-10 120 OF 72 SHEETS REMOVE PORTION OF EXISTING 14 RAS AS NEEDED TO CONNECT NEW 14" RAS PIPING EXISTING 18" SS AIR MAIN TO REMAIN IN PLACE (TYPICAL, BOTH TANKS) EXISTING 18"x 16" SS RDCR TO REMAIN IN PLACE (TYPICAL, BOTH TANKS) EXISTING 16" SS AIR MAIN TO REMAIN IN PLACE TO LIMITS AS SHOWN (TYPICAL, BOTH TANKS) EXISTING AERATION TANK NO. 3 REMOVE EXISTING 4" SS AIR HEADER, VALVES, LATERALS AND DIFFUSER ASSEMBLIES COMPLETE AS SHOWN - (TYPICAL, BOTH TANKS) REMOVE EXISTING 4" SS AIR HEADER, VALVES, LATERALS AND DIFFUSER ASSEMBLIES COMPLETE AS SHOWN (TYPICAL, BOTH TANKS) EXISTING AERATION TANK NO.4 N AERATION TANK DEMOLITION PLAN 3/16"=1'-0" _ /roa �'.r�✓.�ypE,c EXISTING 18" DIP INFLUENT LINE TO AERATION TANKS NO- 1 AND NO. 2, ABANDON IN PLACE EXISTING INFLUENT PIPE BAFFLES TO BE REMOVED AND BE REPLACED WITH BLIND FLANGE EXISTING 20"x 18" DIP REDUCER, ABANDON IN PLACE EXISTING 20"x 16" DIP TEE AND PIPING, ABANDON IN PLACE EXISTING 16" DIP INFLUENT LINE, ABANDON IN PLACE -EXISTING 20" DIP INFLUENT LINE, ABANDpN IN PLACE CUT OUT OPENING AS REQUIRED FOR NEW SPLITTER BOX, SEE STRUCTURAL DRAWINGS FOR INFORMATION EXISTING INFLUENT PIPE BAFFLES TO BE REMOVED AND BE REPLACED WITH BLIND FLANGE EXISTING 16" DIP INFLUENT LINE, ABANDON IN PLACE EXISTING 20'x 16" DIP TEE AND PIPING, ABANDON IN PLACE -EXISTING 24"x 20" DIP RDCR TO BE REMOVED -PORTION OF EXISTING 24" DIP INFLUENT LINE TO BE REMOVED TO CONNECT NEW 24" DIP INFLUENT LINE TO NEW AERATION TANK SPLITTER BOX EXISTING 24" DIP INFLUENT LINE TO AERATION TANKS TO REMAIN IN PLACE u JOHN E. COLLINS, JR PE#40085 AERATION TANK DEMOLITION PLAN REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO N N NI N U j N N J m cl) v C 'Jrn (n o o C LL Lu cc aj v7 — �_ O C N 0 U) tii z N U Q 03 N � ISI U � LLJ U Z Q J O U J Q L H O a LJ_ O N Z (� W Lu O w CCL L � I c >I— 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET M-12 22 OF 72 SHEETS EXISTING 16" SS AIR MAIN EXISTING 2" GS WATER TO REMAIN IN PLACE TO EXISTING 16"x 12"SS RDCR EXISTING 12"x 10" SS RDCR EXISTING 10"x 8" SS RDCR SERVICE LINE TO LIMITS AS SHOWN--- TO BE REMOVED TO BE REMOVED TO BE REMOVED REMAIN IN PLACE (TYPICAL, BOTH TANKS) (TYPICAL, BOTH TANKS) (TYPICAL, BOTH TANKS) (TYPICAL, BOTH TANKS) EXISTING 8" SS AIR MAIN) EXISTING 16" SS AIR MAIN EXISTING 12" SS AIR MAIN EXISTING 10" SS AIR MAIN REMOVE EXISTINGPORTION TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED 4" SS AIR HEADER AS REQUIRED TO INSTALL (TYPICAL, BOTH TANKS) (TYPICAL, BOTH TANKS) (TYPICAL, BOTH TANKS) TO SS AIR MAIN AS NEW AIR SYSTEM PIPING REQUIRED TO (TYPICAL BOTH TANKS, INSTALL 4" SS CAP SEE MODIFICATIONS (TYPICAL OF 6 PLACES PLANS FOR DETAILED PER AERATION TANK, INFORMATION) SEE MODIFICATIONS PLANS FOR DETAILED INFORMATION) REMOVE EXISTING 4" SS AIR HEADER, VALVES, LATERALS AND DIFFUSER ASSEMBLIES COMPLETE AS SHOWN (TYPICAL, BOTH TANKS) EXISTING AERATION TANK NO.4 N AERATION TANK DEMOLITION PLAN 3/16"=1'-0" _ /roa �'.r�✓.�ypE,c EXISTING 18" DIP INFLUENT LINE TO AERATION TANKS NO- 1 AND NO. 2, ABANDON IN PLACE EXISTING INFLUENT PIPE BAFFLES TO BE REMOVED AND BE REPLACED WITH BLIND FLANGE EXISTING 20"x 18" DIP REDUCER, ABANDON IN PLACE EXISTING 20"x 16" DIP TEE AND PIPING, ABANDON IN PLACE EXISTING 16" DIP INFLUENT LINE, ABANDON IN PLACE -EXISTING 20" DIP INFLUENT LINE, ABANDpN IN PLACE CUT OUT OPENING AS REQUIRED FOR NEW SPLITTER BOX, SEE STRUCTURAL DRAWINGS FOR INFORMATION EXISTING INFLUENT PIPE BAFFLES TO BE REMOVED AND BE REPLACED WITH BLIND FLANGE EXISTING 16" DIP INFLUENT LINE, ABANDON IN PLACE EXISTING 20'x 16" DIP TEE AND PIPING, ABANDON IN PLACE -EXISTING 24"x 20" DIP RDCR TO BE REMOVED -PORTION OF EXISTING 24" DIP INFLUENT LINE TO BE REMOVED TO CONNECT NEW 24" DIP INFLUENT LINE TO NEW AERATION TANK SPLITTER BOX EXISTING 24" DIP INFLUENT LINE TO AERATION TANKS TO REMAIN IN PLACE u JOHN E. COLLINS, JR PE#40085 AERATION TANK DEMOLITION PLAN REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO N N NI N U j N N J m cl) v C 'Jrn (n o o C LL Lu cc aj v7 — �_ O C N 0 U) tii z N U Q 03 N � ISI U � LLJ U Z Q J O U J Q L H O a LJ_ O N Z (� W Lu O w CCL L � I c >I— 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET M-12 22 OF 72 SHEETS REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO a ";,:' _N � M N N cD U N N 07 C M J w 2 rn 0) 1n O `O C (1) LL W (u ai C .O C N U) O v O (A u-) Y N rJ a N � O W U10 Obi W U z Q CL O U J �C L O LL• LL- V)A z W W > O CL CL 3 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET M-14 24 OF 72 SHEETS D 10 N i N I I N N jN N m to .4" m W 1 O O 1 c LL 1 N 47 i I 1 p N I q to U NcD co N �T it i LL I OCT. 2010 AS SHOWN lY RCMV 1 BY JEC M-15 72 SHEETS II Y N_ ce) C14 cli co ' j N N 1 f') V m 1 0 `o C S U N 1 co O N !!) Y N r U UD N W a LL 1 OCT. 2010 AS SHOWN Y RCMV BY JEC M-17 72 SHEETS TOP/SLAB 31.20 TOP/WALL 29.7 TOP/SLAB 31.20 TOP/WALL 29.70 TOP/SLAB 11.20 TOP/SLAB 11.20 101-0" MIXER T-6" 1 -REVISIONS SYMMETRICAL ABOUT CENTERLINE MIXER M-3 112/16/2010 PROJECT FILE NO X-6" 1.0. J. -O. -0 1011, 101-0" li 101-0" 9 C 'Coll 2! c" I w l) c Z U" 10" 4'-3" 4'-3" 10" uo) cc, 7E) US In -w"' 04 a) 'co, c> TOP/SLAB 11-20 rn SECTION D 3/8'=ll Lli M-14, M-15 Z SYMMETRICAL ABOUT CENTERLINE < CL II L) III We 0 U - LL" II Z Z3 Lu >UJ 0 10" 4'-3- 10" CL IIIA 16" FLAP VALVE 16" FLAP VALVEC CL 14.00 L 14.00 cTOP/SLAB 12.70 TOP/SLAB 12.70 TOP/SLAB 11.20 r DATE OCT. 2010 :SCALE AS SHOWN '',DRAWN RCWV� ey SIG 13 JEC�' �D �NED -JOHN E. COLLINS, A PE#40085 SECTION AERATION UNK MODIFICATIONS SECTIONS 11 M-19 29 OF 72 SHEETS M-14, M-15 /u)S�,-»� TOP/SLAB 31.20 TOPIWALL 29.70 :IUPPLEMENTAL CARBON APPLICATION PIPES FROM PUMPS TOP/WALI MIXER M-0-0 TOP/SLAB 11.20 4" BUTTERFLY EXISTING 16" SS 4" BUTTERFLY MIXER VALVE FCV _ MIXER AIR SUPPLY MAIN SYMMETRICAL MIXER VALVE FCV MIXER M-4-3 4" FLOW METER M 4-2 CL 29.87 ABOUT CENTERLINEM-3-2_] 4" FLOW METER M-3-3 -4" SST AIR MAIN 4" SST AIR MAIN CL 32.20 CL 32.20 A:.m SUPPLEMENTAL CARBON APPLICATION PIPES ROUTED IN SLAB SUPPLEMENTAL CARBON APPLICATION POINTAT CENTER OF MIXER — SUPPLEMENTAL CARBON APPLICATION DROP PIPE TO INJECTION POINT 4" SST AIR MAIN DROP PIPE TO DIFFUSERS 4" SST CAP I / -4-SST CAP I I I RECIRCULATION I RECIRCULATION MIXER PUMP MIXER PUMP CL 14.00 CL 14.00 -TOP/SLAB 11.20 I f SECTION M-14, M-15 SYMMETRICAL ABOUT CENTERLINE 4" SST AIR MAI SUPPLEMENTAL DROP PIPE TO CARBON APPLICATION DIFFUSERS PIPES ROUTED IN SLAB SUPPLEMENTAL CARBON APPLICATION DROP PIPE TO INJECTION POINT— SUPPLEMENTAL CARBON APPLICATION POINT AT CENTER OF MIXER-\ REVISIONS 112/16/2010 I—PROJECT FILE NO N N I� C N 1! N "L'. ♦ 1 '6 N. c0 C J CD w -0 rn "Oi to O O CLL Ili W co ico ti C"per > N!. O p in an C-4 I U Q m II c ' I _Q �� 11. I I II� U II Q CLJ C i O J it <0 i O LL LL - V) Z Lu I! G I it Lu I� %I i I � SII I' I 1DATE OCT. 2010 SCALE SCALE - AS SHOWN �I DRAWN BY RCMV DESIGNED BY JEC ''SHEET M-21. 31 OF 72 SHEETS X -Y COORD. X=527071.41 CMI -24 Y=2182545.76 D X -Y COORD. i M!L NEW FILTER # 1 (SEE NOTE 5) 1 -0.120" M-25 EXIST. CONC. SLAB TO BE REMOVED & REPLACED 30" MJ TEE I 20" MJ 45- ELL (TYP) i O 30"x20" MJ RED. -------y '---- 20" MJ PV WITH ABOV: I GROUNDOPERATO] 7�T 4'x4' CO SEE CORE DRILL EXIST. WALL AND SEAL EXIST. 8" DRAIN A NOTE M-23 NEW FILTER # 2 �- -----------I 4 , X -Y COORD. II , I r/ =2182515.68 (SEE NOTE 5) ELEC. X -Y COORD. J/B M-23 X=527071.41 ! LOCATIONS/DEPTHS OF ALL PIPING AND CONDUIT PRIOR TO INSTALLATION OF NEW PIPING/CONDUIT.Lu Y=2182515.68 EXIST CHLORINATION/DECHLORINATION CHAMBER NEW CONC. FILTER PAD SEE NOTE 4 ! NEW 20"X8" TAPING SLEEVE NEW 8" DI FILTER DRAIN EXIST. 16" EFFLUENT FORCE _ L S=0.004 1/1 MIN. MAIN & 20" PUMP SUCTION 5) NEW FILTER HAVE BEEN PRE -SELECTED BY THE OWNER COORDINATE SCOPE OF SUPPLY WITH KRUGER, INC. NEW 8" 45° ELL & ii OF EXIST. 20" PIPE _ 8" 45° WYE r CUT EXIST.NEW I FITTING AS RE'Q'D ELEC PANEL 12"06" X -Y COORD. X=527111.80 Y=2182545.76 M 1 -0.120" MJ 45" ELL EXIST. CONC. SLAB TO BE REMOVED & REPLACED 30" MJ TEE I 20" MJ 45- ELL (TYP) i O 30"x20" MJ RED. 1 11 20" MJ PV WITH ABOV: I GROUNDOPERATO] 7�T 4'x4' CO DRILL EXIST. WALL AND SEAL CORE DRILL EXIST. WALL AND SEAL EXIST. 8" DRAIN A PANEL 112"x36" M-23 ANNULAR SPACE W/L1NK SEAL �- -----------I m X -Y COORD. II , X=527111.80 I i =2182515.68 EXS1T1 ELEC. I J/B REUSE PUMPS SUCTION— _ -- O FOR CONT. SEE YARD PIPING PLAN, SHT. M-3 FILTERS MODIFICATIONS PLAN 3/16"=I' -O" N M-24 EXIST. CLARIFIER #1� '-0„ MIN BAS X=5 Y=2 SEE NOTE 2 & 3 W 30" DIP FILTER FEED _ NEW 30" PV W/ABOVE GROUND OPERATOR EXIST. CLARIFIER # 2 NEW 18" PV W/ABOrVE1 GROUND OPERATOR & NEW 18" PLUG (FOR FUTURE CLARIFIER) EL. �_11-01,MIN REVISIONS (,CONFORMED (!12/16/2010 I PROJECT FILE NO EXISTING CCC BAFFLE WALL j FIN. GR. EL. 17.0t 1OMIN IiN 30" SS PIPE CPLD ! I 1'-0" MIN-�'j � � C N ! IL \\% ICJ ala Irnj 0) W No .o li � C cl) c LL I w U) U > !I 0 C N Cnco O p IJ) N 'd i N \ \-NEW 30" DI FLxPE FILTER EFFLUENT 30" FLxPE, LENGTH AS REQ'D N `30" FLxPE, LENGTH AS REQ'D III �, E3 I 1) CAUTION. ELECTRICAL CONDUITS PRESENT IN THIS AREA. CONTRACTOR SHALL VERIFY EXACT FILTER EFFLUENT AND DRAIN CORE DRILL EXIST. WALL AND SEAL O I LOCATION AND ELEVATION(S) OF CONDUITS PRIOR TO INSTALLING M-'24 I I ----------'' --I DRILL EXIST. WALL AND SEAL CORE DRILL EXIST. WALL AND SEAL EXIST. 8" DRAIN F__N' EFFLUENT NO3-N PROBE ANNULAR SPACE W/LINK SEAL ANNULAR SPACE W/L1NK SEAL �- -----------I m SECTION II , w I i A W I M-23 Z ! LOCATIONS/DEPTHS OF ALL PIPING AND CONDUIT PRIOR TO INSTALLATION OF NEW PIPING/CONDUIT.Lu !, EXIST CHLORINATION/DECHLORINATION CHAMBER 3) LANDSCAPE IRRIGATION PIPING MAY BE PRESENT IN THIS AREA. CONTRACTOR.SHALLVER(FY PRIOR TO WORKING IN THIS AREA. ! NEW 20"X8" TAPING SLEEVE 4) EXISTING PIPING AND VALVES IN THIS AREA. SEE SHT. M-3. & VALVE VERIFY ELEV. 5) NEW FILTER HAVE BEEN PRE -SELECTED BY THE OWNER COORDINATE SCOPE OF SUPPLY WITH KRUGER, INC. ii OF EXIST. 20" PIPE r I REUSE PUMPS SUCTION— _ -- O FOR CONT. SEE YARD PIPING PLAN, SHT. M-3 FILTERS MODIFICATIONS PLAN 3/16"=I' -O" N M-24 EXIST. CLARIFIER #1� '-0„ MIN BAS X=5 Y=2 SEE NOTE 2 & 3 W 30" DIP FILTER FEED _ NEW 30" PV W/ABOVE GROUND OPERATOR EXIST. CLARIFIER # 2 NEW 18" PV W/ABOrVE1 GROUND OPERATOR & NEW 18" PLUG (FOR FUTURE CLARIFIER) EL. �_11-01,MIN REVISIONS (,CONFORMED (!12/16/2010 I PROJECT FILE NO EXISTING CCC BAFFLE WALL j FIN. GR. EL. 17.0t 1OMIN IiN 30" SS PIPE CPLD ! I 1'-0" MIN-�'j � � C N ! IL \\% ICJ ala Irnj 0) W No .o li � C cl) c LL I w U) U > !I 0 C N Cnco O p IJ) N 'd i N \ \-NEW 30" DI FLxPE FILTER EFFLUENT 30" FLxPE, LENGTH AS REQ'D N `30" FLxPE, LENGTH AS REQ'D III �, o CL 1) CAUTION. ELECTRICAL CONDUITS PRESENT IN THIS AREA. CONTRACTOR SHALL VERIFY EXACT FILTER EFFLUENT AND DRAIN CORE DRILL EXIST. WALL AND SEAL O I LOCATION AND ELEVATION(S) OF CONDUITS PRIOR TO INSTALLING ANNULAR SPACE W/GROUT O I ----------'' --I DRILL EXIST. WALL AND SEAL CORE DRILL EXIST. WALL AND SEAL EXIST. 8" DRAIN F__N' ¢ -- - ANNULAR SPACE W/LINK SEAL ANNULAR SPACE W/L1NK SEAL �- -----------I m SECTION II , w A W M-23 Z ! NOTES: III �, CL 1) CAUTION. ELECTRICAL CONDUITS PRESENT IN THIS AREA. CONTRACTOR SHALL VERIFY EXACT FILTER EFFLUENT AND DRAIN O LOCATION AND ELEVATION(S) OF CONDUITS PRIOR TO INSTALLING O PIPING. LOWER FILTER EFFLUENT PIPING AS REQ'D TO MAINTAIN A MINIMUM 18" VERTICAL LL - SEPARATION BETWEEN BOTTOM -MOST CONDUIT AND TOP OF NEW FILTER EFFLUENT PIPE. 2) LOCATIONS AND ELEVATIONS OF EXISTING PIPING ARE APPROXIMATE ONLY, AND WERE OBTAINED II , FROM BEST AVAILABLE INFORMATION. SUBSURFACE UNDERGROUND VERIFICATION (SUV) STUDIES W WERE PERFORMED IN NEARBY AREAS, SEE SPECIFICATIONS. CONTRACTOR SHALL VERIFY THE NOTES: III �, 1) CAUTION. ELECTRICAL CONDUITS PRESENT IN THIS AREA. CONTRACTOR SHALL VERIFY EXACT FILTER EFFLUENT AND DRAIN O LOCATION AND ELEVATION(S) OF CONDUITS PRIOR TO INSTALLING IU 1 PIPING. LOWER FILTER EFFLUENT PIPING AS REQ'D TO MAINTAIN A MINIMUM 18" VERTICAL LL - SEPARATION BETWEEN BOTTOM -MOST CONDUIT AND TOP OF NEW FILTER EFFLUENT PIPE. 2) LOCATIONS AND ELEVATIONS OF EXISTING PIPING ARE APPROXIMATE ONLY, AND WERE OBTAINED II , FROM BEST AVAILABLE INFORMATION. SUBSURFACE UNDERGROUND VERIFICATION (SUV) STUDIES W WERE PERFORMED IN NEARBY AREAS, SEE SPECIFICATIONS. CONTRACTOR SHALL VERIFY THE ! LOCATIONS/DEPTHS OF ALL PIPING AND CONDUIT PRIOR TO INSTALLATION OF NEW PIPING/CONDUIT.Lu !, 3) LANDSCAPE IRRIGATION PIPING MAY BE PRESENT IN THIS AREA. CONTRACTOR.SHALLVER(FY PRIOR TO WORKING IN THIS AREA. ! O 4) EXISTING PIPING AND VALVES IN THIS AREA. SEE SHT. M-3. 12 5) NEW FILTER HAVE BEEN PRE -SELECTED BY THE OWNER COORDINATE SCOPE OF SUPPLY WITH KRUGER, INC. ii r III I� I DATE OCT 2010 jSCALE( 601 AS SHOWN (DRAWN BY RCMV JOHN E. COLLINS, JR PE#40085 D SIGNED BY JEC FILTERS MODIFICATIONS PLAN AND SECTION SHEET M-23 -- ! � 33 OF 72 SHEETS J 2" SS DRAIN PIPE W/ FEMCU ADAYI CK 0v R SECTION M-23 EXIST. CLARIFIER # 2 OUTLET BOX CHLORINATION/ DECHLORINATION CHAMBER (BEYOND) l= = 1 0 MIN I I I 0 �FV/ ABOVE OROLi�TI] OP7;IR NOTE NOTE 2 !OTT' BOXI NEW 18" MJxPE W/WATERSTOP COLLAR @ IK ELEV. 13.90 NEW 30" MJxPE W/WATERSTOP COLLAR @ Cy, ELEV. 14.25 MIN EXIST. ELEC. JUNCTION BOX, SEE NOTE 1, SHT. M-23 -(— PROVIDE FITTING AS NECESSARY TO AVOID EXIST. UTILITIES J SECTION 3/8"=1'-0" M-23-2233 EL. REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO NOTES: 1) FOR FINISHED GRADES 1N THIS AREA SEE SHEET C-1 2) REMOVE EXIST, CONCRETE AS REQ'D TO INSTALL NEW Dl WALL SLEEVES W/WAERSTOP COLLARS, FILL ANNULAR SPACE W/5000 PSI NON -SHRINKING GROUT. 3) PROVIDE CAST -1N SS COLLAR IN FILTER SLAB AT ALL PIPING PENETRATIONS. COLLAR SHALL BE OF SUFFICIENT 1D TO PASS THE FLANGFIMI OF THE ASSOCIATED PIPE. PROVIDE LINK -SEAL TYPE "C" ANNULAR SEAL. N C N N 04 to Q% U j N N J cn CJ (D `o 0) N 0 RINATION/ DECHLORINATION CHAMBER C a) I W fa m cn .O M C C N w O N ® iY N 0 cc `O N O W .,TOP of SLAB EL. 12.80 (VERIFY) LLJ U Z Q NEW ALUM. STAIRS, GRADING & J HANDRAIL, SEE STRUCT C� G NEW FILTER # 2 r NEW FILTER # 1 O U I QC G F— EW 6" FL GV (2 II O RAIN _--- LL I t'- N A NEW 30"x20" FL ~ V _. _ -- _ ----- 90° RED., (TYP) w FYP) - - -- FIN. OR. SEE Lu SLIT. G-1 O � - ---- IIIII1;Ilil 1111111= CC SEE 1° E 14.50 SEE G NOTE NOTE L FILTER DRAIN, 3 (TYP) 3 (TYP) BALL VALVE / 2" SS DRAIN PIPING (TYP) IZ F-- - NEW 2" SS DRAIN PIPE. CONNECT TO BOSS IN 6" DRAIN PIPE 90° ELBOW �— NEW 30" MJ 90° ELL @IjELEV.10.00 DATE OCT. 2010 11 1 90° ELL (BEYOND) SCALE AS SHOWN DRAWN BY RCMV JOHN E. COLONS, A PE#40085 DESIGNED BY JEC — SHEF,T-24 FILTERS MODiFiCATIONS SECTIONS 34 OF 72 SHEETS 1" PVC WATER PWD ROOF EXHAUST FAN (TYP) (EXISTING) II0 II BLOWER PAD (TYP)(EXISTING) FINISHED FLOOR r•�.«-t.; ,.,.-r.:,:--.;:-�'. ::e'er REMOVE IXISTING BLOWERS, DUCTWORK AND ACCESSORIES EXISTING f�j�24"_DIP�TEE E00V 13 EXISTING BLOWER BUILDING - SECTION A SCALE: g" = 1�_0" M-26 M-26 EXISTING 24IP Al;R MAIN 8" 4'-0" S.S. REDUCER I III 51-2- (TYP) � 7 -4" T-4" III - s I 11 I I (EXISTING CONIC 16" X 8" zo III (PAD 8'-0" S.S. TEE MP) U (TYP) III I WER No. 5 )WER NO.3 )WER NO. I I Ijl I I L___J 6'-4" - F' T-6" 3 -10" - - 3'-6" X-10" T-6" - 3'-10" -�- X-6" 3'-10" 21'-B" REMOVE EXISTING BLOWERS, DUCTWORK AND ACCESSORIES F- I I I EXISTING I III I CONC E III IPAD FRONT l o l I FACE M.C.C. I IgIII I IWMI I III s2" I III EXISTING 24" DIP TEE — � o ti EXISTING 24" X 16" DIP RED. OF BL )WER NO. 6 - OF BL )WER NO. 4 1 OF BL )WER NO. 21 11 - - - - _ _ - - - 14 -FM- I — — — PIPE HANGER (TYP) 4" 7, 4„ 4'-54 EXISTING BLOWER BUILDING - PLAN SCALE: g" /rao �2y0Ee A ihVz/ EXISTING 16" DIP AIR MAIN o I SEE AIR PIPING MODIFICATION SHT. M-28 16" DIP TEE M EXISTING 16" X 14" DIP RED. (REMAIN IN PLACE) JOHN E. COLLINS, JR PE#40085 EXISTING BLOWER BUILDING DEMOLITION REVISIONS CONFORMED 12/16/2010 PROJECT PILE NO N CA C N N J C, Cl m C J (D v 0 U) o 0 C (I) LL Lu U Q � > cl)C C N O Cn Y N UQ� o � N V U � w Z Q L O I __j o O UL , LL ®} IN- F Z (a Lu w > O w CCL G F- F>- DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET M-26 36 OF 72 SHEETS 2"S.S. 12"S- S - (EXISTING) (EXISTING) EL 26.42 - - -� E S.S. AIR MAIN R R \ INTAKE E \ �� MOTOR CONTROL EXISTING R FILTER CENTER (EXISTING) 8" S.S. SILENCER " SGV. f 24I TEE (EXISTING) o 8" CHECK VALVE AFER TYPE (TYP)(EXISTiNG) EXISTING) L II —1 II0 II BLOWER PAD (TYP)(EXISTING) FINISHED FLOOR r•�.«-t.; ,.,.-r.:,:--.;:-�'. ::e'er REMOVE IXISTING BLOWERS, DUCTWORK AND ACCESSORIES EXISTING f�j�24"_DIP�TEE E00V 13 EXISTING BLOWER BUILDING - SECTION A SCALE: g" = 1�_0" M-26 M-26 EXISTING 24IP Al;R MAIN 8" 4'-0" S.S. REDUCER I III 51-2- (TYP) � 7 -4" T-4" III - s I 11 I I (EXISTING CONIC 16" X 8" zo III (PAD 8'-0" S.S. TEE MP) U (TYP) III I WER No. 5 )WER NO.3 )WER NO. I I Ijl I I L___J 6'-4" - F' T-6" 3 -10" - - 3'-6" X-10" T-6" - 3'-10" -�- X-6" 3'-10" 21'-B" REMOVE EXISTING BLOWERS, DUCTWORK AND ACCESSORIES F- I I I EXISTING I III I CONC E III IPAD FRONT l o l I FACE M.C.C. I IgIII I IWMI I III s2" I III EXISTING 24" DIP TEE — � o ti EXISTING 24" X 16" DIP RED. OF BL )WER NO. 6 - OF BL )WER NO. 4 1 OF BL )WER NO. 21 11 - - - - _ _ - - - 14 -FM- I — — — PIPE HANGER (TYP) 4" 7, 4„ 4'-54 EXISTING BLOWER BUILDING - PLAN SCALE: g" /rao �2y0Ee A ihVz/ EXISTING 16" DIP AIR MAIN o I SEE AIR PIPING MODIFICATION SHT. M-28 16" DIP TEE M EXISTING 16" X 14" DIP RED. (REMAIN IN PLACE) JOHN E. COLLINS, JR PE#40085 EXISTING BLOWER BUILDING DEMOLITION REVISIONS CONFORMED 12/16/2010 PROJECT PILE NO N CA C N N J C, Cl m C J (D v 0 U) o 0 C (I) LL Lu U Q � > cl)C C N O Cn Y N UQ� o � N V U � w Z Q L O I __j o O UL , LL ®} IN- F Z (a Lu w > O w CCL G F- F>- DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV DESIGNED BY JEC SHEET M-26 36 OF 72 SHEETS AERATOR TANK # 1 & 2 AERATOR TANK # 3 & 4 PARTIAL SECTION LOOKING EAST AT AERATION TANKS # 1 & 2 FAflL7U6 SECTION DEMOLITON 26 M-28 SCALE:. 1w=1' Q SCALE: s"=1' FAGLMES (REVISIONS CONFORMED 12/16/2010 I PROJECT FILE NO T FLOW N aL1'1WOO6I.RAARE t BOX � co� N 04 ID `5 0) U) r— CID 0 •ensr u.v msr.utiv7e[�o.�. nDsr. u•o.crooeas�.� eusr. u•o.`.�v w�vl w/scR may ts. of NaE snE lRDR RaAMMPE. W oa. REwAaR (rorA6RA®1 (TO Fi A91A®1 V1 ' V _. C 0 C N .0 U) 0 U) U)an U Qca NOTE: REPLACE EXISTING SIDEWALK IF REQUIRED —i TO INSTALL NEW AIR PIPING. COORDINATE WITH NEW ACCESS DRIVEWAY j TO CHEMICAL FEED PUMP. <� (FINAL 10' WIDE) I LLJ -- U z Q z O U ERIST. SLOWER BLDG. J 0C L O E]UST. SS PIPING pp67, 95pum LL 1 LL 0 (TO REMM) (TO REMAIN) c/) Tr01 Lu I Lu E%1Sf. ERNE 17± / CL TEE 26'R36' S.S.IE! TRENT 35.OATS VALVE 16' Sb. AUR MINK TO AERAUMR TRA AFF_ I. Sd W/ABOVE GROUND OPERATOR 14516' RED. S.S. AIR MAIN ^ L C 2� SECTION IMPROVEMENT 27 M -2s SCALE: 41"=1' B DATE OCT. 201.0 SCALE AS SHOWN DRAWN BY RCMV JOHN E. COLLINS, JR PE#40085 DESIGNED BY JEC SHEET M-28 AIR PIPING MODIFICATIONS 38 OF 722SHEETS S II CL2 SCALE SO2 SCALE CHLORINE ROOM EXISTING CHLORINATORS EXISTING (TO BE REPLACED)S SULFONATOEXISTING SCALE RS (TO BE REPLACED) CHLORINATOR 0 0 CL2 SCALe SO2 SCALEP- CONTROLLER0 0 SO2 CYLINDER CHLORINE SCALE DIALS CYLINDER DIALS r— S02 LEAK (EXISTING) DETECTOR J — ---� ��----- (TO BE EXISTING Q Q REPLACED) CHLORINATORS n n CL2 SCALE SO2 SLAU (TO BE REPLACED) 0 4-11t I II I � I( I J I—� ----------------------- ---- ---- ------- --- -------- -------------- ---------------- I--- - ------ - - - - - - - - - - - F - - - - - - - - - - - - - - - - - 11 "-// - - - - - - - - - - NEW CL2 VACUUM NEW S02 VACUUM x REGULATOR (TYP 2) REGULATOR (TYP 2) x 2"a2 VACUUM (EXING) L--- -------------4---- 2" S02VACSTIUUM (EXISTNG) -V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __-_+ --- 2"S02VACUUM —----------------------- (EXISTING)x 2" PVC CHLORINE SOLUTION LINE - ABANDONED (EXIST.) 1" CPVC SO2 VACUUM (EXISTING) EXISTING CHEMICAL FEED/STORAGE FACILITY - PLAN 1/2"=l' -O" JOHN E. COLLINS, JR PE#40085 REVISIONS CONFORMED 12/16/2010 PROJECT FILE NO uj z CL :E 0 U 0 LL LL 0 Lu W > 0 cz CL :2 4# CL DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RCMV TE—SIGNED BY JEC SHEET M-30 40 OF 72 SHEETS MAXIMUM 80% OF MANUFACTURER'S RECOMMENDATION FOR JOINT Willoom I MIN/MAX COVER (SEE NOTE DEFLECTION SEE NOTE #5 ir4) ^ THE LENGTH OF PIPE TO 9' MINIMUM 9' MINIMUM o= r SEE NOTE N4 BE RODED SHALL BE LOCATE WIRE " `• 9' MINIMUM 9' MINIMUM FULL LENGTH OF PIPE IN ACCORDANCE WITH SEE (NOTE# Vg FULL LENGTH OF PIPE CENTERED CENTERED AT CROSSING, RESTRAINT JOINT SCHEDULE. - AT CROSSING. (SEE NOTE MAXIMUM ANLL MIN/MAX COVER SEE NOTES. ,w.,IR .eRo LOCATE WIRE, SEE NOTE 3 N PROPOSED (SEE NOTE}'4) PROPOSED FORCE MAIN SIZE i FORCE MAIN SIZE LOCATE WIRE & TYPE VAR) SEPARATION & TYP ARIES MECHANICAL JOINT 11 1/4',22 1/2' VARIES ` Nye, (SEE NOTEf3) SEPARATION --MECHANICAL 45' BENDS (SIZE VARIES) FULL LENGTH OF (SEE NOTES 1 &.2 VARIES EXISTING PIPE CENTERED } + (SEE NOTES 1&2) } CONFLICT PIPE CROSSING, SEPARATION VARIES (SEE NOTES (SEE NO Eq MINMIN. EXISTING CONFLICT PIPE 9' . 9' BELL RING EXISTING CONFLICT 3/4" THREADED EYE BOLTSENGTH ED RESTRAINED JOINT (TYP.) (TMP') W/ NUTS &LOCK WASHERS AS PER APICALLY TO AV ID DEFLECT AS PER MANUFACTURER D DEFLECT PROPOSED FORCE PIPE VERTICALLY TO AVOID PIPE VERTICALLY TO AVOID SIZE AS REQUIRED OBSTRUCTION. OBSTRUCTION. MAIN SIZE &TYPE VARIES MECHANICAL JOINT 11 CASE .•A•• CROSSING 3/4" THREADED STEEL ROD THE LENGTH Of THE PIPE TO BE 1/4', 22 1/2' OR 45' W/ NUTS & LOCK WASHERS, CASE ••A. CROSSING RESTRAINED ON EACH SIDE OF BEND (SIZE VARIES) LENGTH AS REQUIRED HOSES: BEND SHALL BE IN ACCORDANCE NOTES: WITH RESTRAINT JOINT SCHEDULE. 1. IF EXISTING CONFLICT PIPE ISA WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE 1) IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 2. LOCATING WIRE REQUIRED. CASE •.A•• CROSSING 2) IF EXISTING CONFLICT PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED WATER MAIN OR STORM SEWER, 6 INCHES OF SEPARATION IS REQUIRED. 3. THE COVER OVER ALL PIPING LESS THAN 24" SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN PAVED AREAS WITH A MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY OWNER. COVER FOR PIPING 24" NOTES: 3) NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: SIZE AND LARGER SHALL BE MINIMUM OF 36" (PAVED AND UNPAVED) AND MAXIMUM OF 84" UNLESS APPROVED 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT OTHERWISE BY OWNER. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING 10" - 12' DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIELD PROCTOR TEST. ASTM D 1557. UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 14" - 20" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT 24" - 36" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT 4. THE MAXIMUM TOTAL COMBINED LONGITUDINAL PIPE BENDING INCLUDING JOINT DEFLECTION OF PVC PIPE SHALL BE 2. IF EMITTING CONFLICT PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED WATER MAIN OR STORM SEWER, 6 INCHES Of SEPARATION IS REQUIRED. 42" - 48" DIAMETER MAIN -10 TIE RODS REQUIRED PER JOINT LIMITED TO AN OFFSET (OFFSET LIMIT IS BASED UPON 20LF PIPE LENGTH) AS INDICATED BELOW: PVC PIPE SIZE MAX OFFSET (20LF JOINT) 3. LOCATING WIRE REQUIRED. 4) LOCATING WIRE REQUIRED. 2" 30" 4. UNLESS OTHERWISE NOTED, THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A 5) UNLESS OTHERWISE NOTED, THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 6" 13" MAXIMUM COVER OF 60", UNLESS PRE -APPROVED BY OWNER. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND 60", UNLESS PRE -APPROVED BY OWNER. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM 8" 10" UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY OWNER. COVER OF 84", UNLESS APPROVE BY OWNER. 10" 8" 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY 6) THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY 12" 7" MODIFIELD PROCTOR TEST. ASTM D 1557, MODIFIELD PROCTOR TEST. ASTM D 1557. 14" MONGER 5" AND 5. SHOULD THE PIPE CONTRACTOR'S RESPONSIBILTYFTOT URER STATE T PRODUCT PROVIDE THENECESSARYY HAT HIS NGS TO AC BDEFLECTED, E THE EVEE T DESIRED PROFILE MECHANICAL JOINT CONSTRUCTION TIE ROD CONSTRUCTION AND ELEVATIONS . AT NO ADDITIONAL COST TO THE OWNER. PIPE JOINT DEFLECTION ADJUSTMENT OVER EXISTING UTILITIES (CASE "A" CROSSINGS) NDN/RAX COVER <SEE NG FU LENGTH OF PIPE CENTERED AT CROSSING. (SEE NOTE) — THE LENGTH OF THE PIPE TO BE EDON EACH DEPTH VARIES, — EXISTING UTUTY PIPE LOCATE WIRE (SEE NOTE/3) BELL RING (TYP.) .,.r..A._,�' FULL LENGTH OF PIPE DEPTH VARIES RIN/MAX COVER<SEE NOTER6) PROPOSED FORCE MAIN CENTERED AT CROSSING, SIZE & TYPE VARIES (SEE NOTES) SIZEPROPSED FORCE MAIN SEPARATION MIN/MAX COVER DEPTH VARIES SEE NOf VARIES LOCATE WIRE (SEE ( SIZE &TYPE VARIES. ,} (SEE NOTEjj4) NOTE EXISTING CONFLICT PI E (SEE NOTESJI&2) irNLL LENGTH OF SEPARATION VARIES PIPE CENTERED AT LOCATE (SEE NOTE i&2 LOCATE WIRE (SEE NOTE#4) CROSSING. SEE MAXIMUM 00% OF NOTES. MANUFACTURER'S RECOMMENDATION FOR THE LENGTH OF PIPE TO JOINT DEFLECTION BE RESTNNED SHALL BE IN ACCORDANCE WITH 3/4 " THREADED STEEL ROD — RESTRAINT JOINT SCHEDULE 9' MINIMUM 9' MINIMUM WLEE NUTS &LOCK WASHER, _...11 MI MIN. AS REQUIRED (TMP) MINIMUM HORIZONTAL LENGTH MINIMUM HORIZONTAL LENGTH REQUIRED AS PER MIN. MIN. REQUIRED AS PER MANUFACTURER TO DEFLECT MANUFACTURER TO DEFLECT '4 MECHANICAL JOINT 11 PIPE PIPE VERTICALLY TO AVOID PIPE- VERTICALLY TO AVOID 1/4', 22 1/2' OR 45 OBSTRUCTION. OBSTRUCTION. BEND (SIZE VARIES) NOIES: SIDE R KENO SHALL BE IN `PROPOSED FORCE AWN ACCOROARCE WITH RESTRAINT SIZE R TYPE VARIES NOTES: 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 18 -INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE JOINT SCHEDULE 9' MINIMUM 9' MINIMUM M C N 04 SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 11C. MECHANICAL Jahr (SIZE ARI 22 t/2' OR 45' (SIZE VARIES) 1) IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. N rn PIPE A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 2. LOCATING WIRE REQUIRED. RESTRAINED JaNT (TYPJ 2) IF EXISTING CONFLICT PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED WATER MAIN OR STORM SEWER, 3. THE COVER OVER ALL PIPING LESS THAN 24" SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN SIZE AS REWIRED 6 INCHES OF SEPARATION IS REQUIRED. PAVED AREAS WITH A MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY OWNER. COVER FOR PIPING 24" C O C __ N _ O .O SIZE AND LARGER SHALL BE MINIMUM OF 36" (PAVED AND UNPAVED) AND MAXIMUM OF 84" UNLESS APPROVED NOTES: 3) NUMBER OF RODS REQUIRED IS AS FOLLOWS: OTHERWISE BY OWNER. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIELD PROCTOR TEST, ASTM D 1557. 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A F11LL LENGTH OF PIPE SHALLBE CENTERED OVER EXISTING UTILITY MAIN To PROVIDE MAGNUM JOIMT SPACING FOR ALL CROSSINGS 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT THE MAXIMUM TOTAL COMBINED LONGITUDINAL PIPE BENDING INCLUDING JOINT DEFLECTION OF PVC PIPE SHALL BE 2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED WATER MAIN OR STORM SEWER, a INCHES OF SEPARATION IS REQUIRED. 14" - 20" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT 24" - 36" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT 4. LIMITED TO AN OFFSET (OFFSET LIMIT IS BASED UPON 20LF PIPE LENGTH) AS INDICATED BELOW: 3. LDCATING WIRE REQUIRED. 42" - 48' DIAMETER MAIN -10 TIE RODS REQUIRED PER JOINT PVC PIPE SIZE OFFSET (HOLT JOINT) 4. UNLESS OTHERWISE NOTED, THE COVER FOR PIPING LESS THAN 24' S1ZE SHALL BE 30' (MIN) IN UNPAVED AREAS, 36' (MIN) M PAVED AREAS AND A MAXIMUM COVER OF 8G'. UNLESS PRE -APPROVED BY OWNER. THE COVER FOR PIPING 24' SIZE AND LARGER SHALL BE 38" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84', ¢ LOCATING WIRE REQUIRED. ) 2" 30" 4" 19" UNLESS APPROVED BY OWNER. 5) UNLESS OTHERWISE NOTED, THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 6" 13" 5, THE Sats BETWEEN THE MAIN AND THE CONFLICT PIPE SMALL BE COMPACTED TO 98X OF THE MAXIMUM DENSITY AS DETERMINED BY THE IABORATORY MODIFIELD PROCTOR TEST. ASTM D 1557. 60", UNLESS PRE -APPROVED BY OWNER. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREA A MAXIMUM 8" TO" 10 8" COVER OF 54, UNLESS APPROVED BY OWNER. 12" T 6) THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY 14" AND LONGER 5" MODIFIED PROCTOR TEST. ASTM D 1557. 5. SHOULD THE PIPE MANUFACTURER STATE THAT HIS PRODUCT CANNOT BE DEFLECTED, THE IT SHALL THE MECHANICAL JOINT CONSTRUCTION TIE ROD CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS TO ACHIEVE THE DESIRED PROFILE AND ELEVATIONS , AT NO ADDITIONAL COST TO THE OWNER. PIPE JOINT DEFLECTION ADJUSTMENT UNDER EXISTING UTILITIES (CASE "B" CROSSINGS) JOHN E. COLLINS, JR PE#40085 STANDARD SEWER -DETAILS rI12 ...DNSFORMED 16/20100 1 FILE NO LLJ U z Q J EL O J 0 cy— O LL 1 LL_ O } �F Z u L!J Lu O w^ CL �F OL F_ 0 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RLD DESIGNED BY PTJ SHEET M-33 43 OF 72 SHEETS N M C N 04 Y N <o V ) (D 0] C J N rn GO :2 U) ' O C (D C LL W 03 Q) C? C O C __ N _ O .O N UJ Ln Y U QDID N N i O W 04 UCIO LLJ U z Q J EL O J 0 cy— O LL 1 LL_ O } �F Z u L!J Lu O w^ CL �F OL F_ 0 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RLD DESIGNED BY PTJ SHEET M-33 43 OF 72 SHEETS ALUMINUM GRATING EXPANSION ANCHOR r o 1 HANDRAIL OP PIPE VARIES 6., OC Jo � SEE DETAIL o — FRP PIPE STRAP d BRACKETS, FOR DETAILS _ SEE DRAWING SD -3 0 0 WALKWAY SLAB HANDRAIL MOUNTED 13/16 ( GRATING NO & SIZE OF PIPE(S) o VARIES SEE PLANS 0 FRP FRAMING CHANNEL CONCRETE MOUNTED NPW SUPPLY DETAIL 11 HOSE M0.3 (SEE 4 t HANDRAIL MOUNTED WASHDOWN RACK DETAIL PIPE SIZE 6" TO 12' PIPE ANCHOR CHAIR, FEE & MASON FIG 141 OR r - ELCEN FIG 59 OR 60 WELDED STEEL WALL BRACKET - GRINNELL FIG 195 OR FEE & MASON FIG 151 \ S.S. EXPANSION ANCHORS, SIZE 78" PIPE SUPPORT DETAIL CLAMPS AT TOP & BOTTOM & AT 18" 1" NPW O.C. IN BETWEEN SUPPLY LINE BUILDING WALL WALKWAY FINISHED FLOOR SLAB OR GRADE --, PIPE SIZE 21/2" AND LARGER ADJUSTABLE PIPE SADDLE WITH YOKE FIG B3092, O/E U) K STANDARD WEIGHT 1'-0" x 1'-o" x i' BASE PLATE PIPE COLUMN 10 WITH 424"0 BOLTS W/ 6" MIN. MD -3 EMBEDMENT USING HILTI HIT HY150 TECHNIQUE OR APPROVED EQUAL. FIN FLOOR 1" NON -SHRINK GROUT io PIPE SUPPORT DETAIL PIPE HANGER DETAIL 1" HOSE BIBB -HOSE RACK tt SEE DETAIL M0.3 50 ft HOSE - ADJUSTABLE HOSE NOZZLE 1" HOSE BIBB UNDERGROUND SERVICE REDUCER OR FITTINGS LINE, AS INDICATED ON AS REC PLANS - ---- WASHDOWN STATION WITH UNDERGROUND SERVICE DETAIL s" 6" 0 STANDARD WEIGHT PIPE �BASE PLATE a" 0 BOLT (TYPJ 0 1 0" BASE PLATE DETAIL FRP FRAMING ANGLE FRP PIPE STRAP B" BOLTS WIT PL. B"x2'x4" .00ATION -ur m I G. HOLES WALL MOUNT.(TYP) WALL MOUNTED SIDEWALK POST MOUNTED - PLAN 50 FT. HOSE -- LNo. AND SIZE HANDRAIL OP PIPE VARIES 3/8" S.S. BOLTS, SEE DETAIL NUTS AND WASHERS 1' HOSE BIBB ALUM SIDE MOUNT BRACKETS, FOR DETAILS _ SEE DRAWING SD -3 WALKWAY SLAB HANDRAIL MOUNTED NPW SUPPLY DETAIL B" BOLTS WIT PL. B"x2'x4" .00ATION -ur m I G. HOLES WALL MOUNT.(TYP) WALL MOUNTED SIDEWALK POST MOUNTED - PLAN 50 FT. HOSE -- i HANDRAIL HOSE RACK SEE DETAIL 1' HOSE BIBB CLAMPS ON RAILS ADJUSTABLE W1 3/8" S.S. BOLTS HOSE NOZZLE ( GRATING OR WALKWAY --,":,,A,,..__ 1" NPW SUPPLY LIN NPW SUPPLY FROM BELOW DETAIL f -TOP RAIL SEE NOTE 3 LL w e' BOLTS WITH PL.B"x2'x4" I SEE NOTE 2 MIDDLE RAIL HANDRAIL POST MOUNTED CAP PL. 1/B"X2"X4" BOLT LOCATION MTG. HOLES FOR POST MOUNT (TVP FOR 4) _ " BOLTS WITH `\ PL. al' x2'x4" III `-- SEE NOTE � ' J I 4 3 2" SCH. 40 GSP m0 CONC. PAD A - STANCHION O° J 10 STANCHION MOUNTED z SQ. SECTION RACK TYPE DIMENSION IN INCHES A B C D I E F G H I TYOE B-1-1/2" HOSE 14 12 12 24 1 4 1 8 1 10 1 13 2 NOTES: 1. ALL UNITS SHALL BE FABRICATED FROM 1/8" 6061-T6 ALUMINIUM ALLOY PLATE. 2. ATTACH TO CONCRETE W/4-1/4" STAINLESS STEEL STUD TYPE WEDGE ANCHORS. 3. ATTACH VERTICAL HANDRAIL OR INDIVIDUAL POST W/PLATES & 4-V4" STLS. ST. BOLTS 4. ATTACH TO STEEL COLUMN W/4-1/4" ROUND HEAD BOLTS, ONE IN EACH CORNER. INSERT DOUBLE SPACER NUTS BETWEEN COLUMN AND HOSE RACK. HOSE RACK DETAIL 6;'�- [2P JOHN E. COLLINS, JR PE#40085 PIPE SUPPORTS & DETAILS REVISIONS (CONFORMED 12/16/2010 PROJECT FILE NO N N N J > ON N J N U w to NO .o LIJ (� m cn On ) 0 N .O U) .� N I I Q C,_I-1 I I LLJ U Q CL O G H 0a O Lu Z v Lu O w <L L — I � I � I 3 DATE OCT. 2010 SCALE AS SHOWN DRAWN BY RLD - DESIGNED BY PTJ SHEET M-35 i 1 45 OF 72 SHEETS I