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FLS01-12-97 FLS 01-12-97 CITY OF CLEARWATER 1657 PALMETTO STREET . .t:: ... ~ ;:j 0 t';l <IJ Q) l?R l?R .- .- ~ ~ 0 0 .9 0 - ~ ~ Q) .- :> ::> ... ~ Q) .t:: 1:: o l:::: l?R :.;;;l o o - Q) s Q) ~ .~ o i~ z ~ - o 0 o CI'.:l 0', rJl ~ ~ :> I I I I I I I I I I I I I I I I I I I ENGINEERING REPORT IN SUPPORT OF A SWFWMD ENVIRONMENTAL RESOURCE PERMIT & FOR CITY OF CLEARWATER DEPARTMENT APPROVAL FOR: City of Clearwater Reservoir No.1 Reverse Osmosis Water Treatment Plant March 2002 1"''' I I I I I I I II I II I I I I I I I I I TABLE OF CONTENTS LOCATION MAP...... .............. ....................... ........... ................. ......... ................................ ...... 1 1.0 INTRODUCTION............ ................. ........... ............... .................. .................................. 2 2.0 EXISTI NG CON DITIONS ............. ............. ...................... .......... ................... ................. 2 3.0 PROPOSED CON DITIONS........ ............... ........................ ....................... ..................... 3 4.0 CONC LUSION ................ .............. ........... ....................... ......... .............. ....................... 5 APPENDICES Appendix A: SCS Soils Report Appendix B: Geotechnical Report Appendix C: FOOT Overland Flow Velocities Curve Appendix 0: FOOT 'lone 6' RainfalllDF Curve Appendix E: Modified Rational Storm Water Calculations Appendix F: Pond Volume Calculation Appendix G: Weir Calculation Appendix H: Underdrain Calculation EXHIBITS Exhibit A: FEMA Firm Map Exhibit B: SCS Soils Map Exhibit C: Pre-Development Watershed Map Exhibit 0: Post-Development Watershed Map Reservoir No. 1 Reverse Osmosis Water Treatment Plant 0992-0085 March 2002 City of Clearwater Page i I I I I I I I I I I I I I N ~ o I N cry . <( :a: I o o I ~ i o N I ~.~'" ,'~ ~~oso: ~ um~~li:~g\} 'V~~~~~IR~ ~/~ 1m '~esn-~-==~ R I~ ~~,. 1~ r:>-- ~rm 5 ~f J 1- "(J1 1 ___ L... 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TAMPA BAY ~ C1> ... .l\fKIM&CREED CITY OF CLEARWATER REVERSE OSMOSIS WATER TREATMENT PLAN SCAlI; NOT TO SCALE PAGE 1 I I ~I ]i I I I I I I I I I I I II I I I 'I I ? -2J ) } ] 133~lS Oil3~Tv'd J (' , .V'\._ o ~ o z Vl < o 0- lD J: X '" (j) w 0: U <l: r-- ~ I- Z w ~ w a... o ...J W > W o I- U1 o a... <l: w ~ o W I en 0: w I- <l: 3: t9 z f= en X w ~ I .,~ ~~ W --I I I I N I I I I I I I I I I I ~ (") (") I ~ ~ , " o , w i N N i I ~ .. ~:rvH<IM&CREED Best Copy A~~~~la e SCS SOilS MAP o 2000 ~ -~ SCALE FEET COJNT't. PINEll.A5 COUNTY, flORIDA 5-11, T-29-5, R-15-E """" AS NOTED CITY OF CLEARWATER WATER TREATMENT REVERSE OSMOSIS P lA N T EXHIBIT B I I I I I I I I I I I I I I I I I I I HYDROLOGY HANDBOOK Design Aids October 2000 ll'l .- ~o>co I'- co ll'l ~ o ...: C'! IX! "": <'! U1 ~ ~ (") N . .' cmtl IH'~. .~,:.._.,>""",; .\", :4\ '1"'t'i II 0 .- .. ca ,~ ... ... ca ca ca CD ca ca ca :. :. CD >- :I e~ CD CD ~ >- .. >- >- CI lQ CI g I C'\I C') an .,.. an .,.. 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I ()) ~ Iii fT1 rrl ~ 0 z ()) -; 3: I 0 :E ()) ()) l> :E -; rrl II }>- :;:0 -I fT1 l/) :::0 :r: -I rrl t I :::0 0 fT1 }>- l> -I :i:: :;:0 fT1 Z rrl I -I l> '"0 ~ ~ z I -I ..... ,:1 II I .. 1I ~ Vl~~ PALMETTO STREET ~[ ~ft I I'" ::F' , >- '" >- ....Ul ~ Ul 'n Cii z ~8 I =< 0 Iz M !"~ n 0 ;0' .!.~ '{'~ "'0 >- I I I 1 WHLJUUL n--- Pine lias COLlnty I ~ Umncorporated Areas U IOJ I I I ] I IsS I I I IJ I ] /loban Lak, I l[) N C') ill i .l II UJ . ~ IlgCn,I~M=I<IM:&CREED CITY OF CLEARWATER REVERSE OSMOSIS WATER TREATMENT PLANT PRo;rtc.T toe/fr,oll lJ.J ::::> <: ~ ":( ex: lJ.J -.J C/) G II II ZONE X PINELLAS coud CITY OF CLEARWATER o C) ":( () ex: lJ..J <: lJ.J lJ.J ~ ZONE X City of Clearwater 500 . o 1----1 ~ t--i APPROXIMATE SCALE 11 - --1ol1L. . \II. .\11. .\11. FEMA FIRM MAP I L 500 FEET I .C ~ PINELLA5 COUNTY, flORIDA 5-11, T-29-5, R-I5-E FDo&A PANEl. No..: 125139 0107 0 ~1llEVIISEII: t.4AY 06, 1996 EXHIBIT A c 0 +-' 0 U 0 +-' VJ OJ f- L OJ ,,-, OJ E 0 C L 0 +-' Cl "J 't= 0 C U Z 0 CJl W C 01 n:: c (!) 'C 0 OJ W .D ..0 I- ::J -1 0 Q. 0 (/) OJ OJ +-' -l--' 0 0 E E x x 0 0 L L Q. Q. Q. Q. <{ <{ ~ @ (f) (f) o ~ (f)(f) t50 ~ >w 0:: 85CJ)CJ3 (f)a:zl..1.. iWe~- U>...JW -w f- z ::><{ Ia:m3= U ~ we <{ I- W Ow -1 t5CJ) U o a. o a: 0.. I- W w I (/) a:J o II) II) I II) ,....... ~ ~I:I ,....... ~a:s ........, "0 d III Z E~~ ~ "c-> <L ;:31:1 o~~ ~ :; .- ~ o~ 0 ~8 0 lit~ ~Us ~ ili ~ 0 2 w I I- J (/) W 0 Z ~ 2 z 0 ~ ~ w {3 0 ~ '" -< w R: rr 0 u 0 -< II> r 1DIlS ClUJOI'd - x z no: o al @[5 G ~ :::J ..!- <t: ~'2 ------i I I I I I I II j j . . ;. "~"" . . ] ~ Gji " 10 ~ I _\ W -1 <{ U (f) Z <( -1 CL - x Z <C -1 a.. 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DETAILS ARCHITECTURAL A-1 RO TREATMENT BUILDING FLOOR PLAN A- 2 RO TREA TMEINT BUILDING ROOF PLAN A-3 RO TREATMENT BUILDING ELEVATIONS A-4 RO TREA TMEINT BUILDING AND WALL SEC110NS A-5 RO TREA TMEINT BUILDING DOOR SCHEDULE AND DETAILS A-6 CHEMICAL AREA ROOF PLAN A-7 CHEMICAL AREA ELEVATIONS A-8 ARCHITECTURAL DETAILS A-9 ARCHITECTURAL DETAILS PROCESS PIPING PP-1 GENERAL PROCESS FLOW DIAGRAM PP- 2 DETAILED PROCESS PIPING SCHEMA 11C PP-3 DETAILED PROCESS PIPING SCHEMA 11C PP-4 DETAILED PRIOCESS PIPING SCHEMA 11C MECHANICAL M-1 RO TRFA TMENT BUILDING PROCESS PIPING PLAN M-2 RO T TMENT BUILDING PROCESS PIPING SECTIC M-3 CARTk,uGE FILTER PLAN AND SEC110NS M-4 RO FEED PUMPS PLAN AND SECTIONS M-5 RO SKID PLAN AND SEC110NS M-6 CLEAN-iN-PLACE SKID PLAN AND SEC110NS M-7 BOOSTER PUMP PLAN AND SEC110NS M-8 GREENSAND FILTER PLAN AND SEC110NS M-9 BACKWASH HOLDING TANK PLAN AND SECTIONS M-10 BACKWASH PUMP PLAN AND SECTIONS M-11 BLENDED WATER PUMPS PLAN AND SECTIONS M-12 MISCELLANEOUS DETAILS M-13 MISCELLANEOUS DETAILS M-14 MISCELLANEOUS DETAILS INSTRUMENTA l10N 1-1 INSTRUMENTA110N SITE PLAN 1-2 PLC COMMUNICATIONS OVERVIEW 1-3 INSTRUMENTATION SCHEDULE AND MISCELLANEOUS DETAILS 1-4 PROCESS AND INSTRUMENTATION DIAGRAMS 1-5 PROCESS AND INSTRUMENTATION DIAGRAMS ELECTRICAL E -1 ELECTRICAL SYMBOLS AND ABBREYlA l10NS E - 2 ELECTRICAL SITE PLAN E -3 SINGLE LINE DIAGRAM E -4 EQUIPMENT FRONT VIEWS E -5 ELEMENTARY CONTROL DIAGRAMS E -6 RO TREATMENT BUILDING OFFICE/ELECTRICAL ROOM POWER PLAN E -7 RO TREATMENT BUILDING OFFICE/ELECTRICAL ROOM LlGH11NG PLAN E-8 RO TREATMENT BUILDING MEMBRANE AREA POWER PLAN E -9 RO TREATMENT BUILDING MEMBRANE AREA L1GH11NG PLAN E -10 CAMERA AND GATE PLAN AND RISER DIAGRAMS E -11 EXIS11NG WTP PLAN VIEW (SCAD A INTERFACE) E -12 MISCELLANEOUS ELECTRICAL PLANS AND DIAGRAMS E-13 LIGHTING FIXTURES SCHEDULE AND DETAILS E -14 ELECTR I CAL DETAILS HVAC H-1 SYMBOLS AND ABBREVlA TIONS H-2 SCHEDULES AND DETAILS H-3 RO TREATMENT BUILDING MEMBRANE AREA HVAC PLAN H-4 TREA TMENT BUILDING OFFICE/ELECTRICAL ROOM HVAC PLAN PLUMBING P-1 SYMBOLS AND ABBREVIATIONS P-2 DETAILS AND RISERS P-3 RO TREATMENT BUILDING PLUMBING PLAN Utl '2 '1 2GO\ NORTH ~ ~ --- ~-'" " 60% SUBMITTAL & CREED PAVING NOTES 1. ALL NORTHEAST APCF ACCESS ROAD CONSTRUCTION SHALL CONFORM TO PINELLAS COUNTY DEPARTMENT OF TRANSPORTATION STANDARDS. 2. ASPHALTIC CONCRETE SHALL BE TYPE PC-3 PER PINELLAS COUNTY SPECIFICATIONS FOR HOT BITUMINOUS MIXTURES. GENERAL NOTES 3. L1MEROCK BASE COU RSE: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 200. 4. STABILIZED SUB-GRADE: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTIONS 160 AND 914. 5. DRAINAGE: FLORID A DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 941. A. SOFT, YIELDING OR SUPER-SATURATED MATERIAL THAT WILL NOT READILY COMP ACT SHALL BE CONSIDERED UNACCEPTABLE FOR BACKFILL AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. SOIL CEMENT: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 270. A. DESIGN MIX 1) 300 PSI (7 DAYS) LAB. DESIGN. 2) CEMENT CONTENT BY WEIGHT SHALL BE A MINIMUM OF 5 PERCENlT AND A MAXIMUM OF 8 PERCENT. B. PROJECT TEST SAMPLES 1) THE CYLINDERS CAST FROM PROJECT OPERATIONS SHALL BREAK AT 300 PSI OR HIGHER AT 7 DAYS, 2) CORES MAY BE TAKEN AT 14 DAYS TO PROVIDE ADDITIONAL INFORMATION REGARDING A SOIL CEMENT SECTION. 3) CORE BREAKS BELOW 150 PSI SHALL NOT BE ACCEPTABLE. 4) THE LOCATION AND NUMBER OF CORES TAKEN SHALL BE AT THE DISCRETION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 5) ALL CORES SHALL BE 6 INCHES IN DIAMETER. 6) SUB-GRADE SHALL HJ\ VE A MINIMUM OF LBR 40 (UNLESS OTHERWI SE NOTED). C. CONSTRUCTION METHODS 1) CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS, SECTION 270-4, AND FAILURE TO CONFORM MAY RESULT IN REJECTION OF AFFECTED AREA REGARDLESS OF TEST RESULTS. 7. PAVEMENT MARKINGS AND SIGNS SHALL BE IN ACCORDANCE WITH FDOT MANUAL ON TRAFFIC CONTROL DEVICES, SECTION 733. 1. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION NECESSARY TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. 2. LOCATION, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, AND STRUCTURES, AND OTHER FEATURES ARE SHOWN TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK. 3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN THE ENGINEERS CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 4. A GENERAL CONSTRUCTION PHASING PLAN HAS BEEN PROVIDED TO ASSIST THE GENERAL CONTRACTOR IN DECIDING WHICH PROPOSED FACILITIES MUST BE CONSTRUCTED FIRST. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A DETAILED CONSTRUCTION PHASING PLAN WITHIN 30 DAYS OF NOTICE TO PROCEED. 5. ALL ELEVATIONS ARE BASED ON U.S.G.S. MEAN SEA LEVEL DATUM OF 1929, UNLESS OTHERWISE NOTED. MEAN SEA LEVEL = 0.00 FT. BENCHMARK USED: 20. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION. 1. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH 4 INCH THICK 3000 PSI CL.ASS I CONCRETE REINFORCED WITH 6Xf \l0. 10 MESH. 2, THE CONCRETE SHALL BE GIVEN A BROOM FINISH. THE SURFACE VARIATIONS SHALL NOT BE MORE THAN 1/2 INCH UNDER A TEN-FOOT STRAIGHTEDGE, NOR MORE THAN 1/8 INCH ON A FIVE-FOOT TRAVERSE SECTION. IE EDGE OF THE SIDEWALK SHALL BE CAREFULLY FINISHED V 1 AN EDGING TOOL HAVING A RADIU~ OF 1/2 INCH. 3, EXP ANSION JOINT: EXP ANSION JOINTS BETWEEN THE SIDEWALK AND DRIVEWAYS OR AT FIXED OBJECTS AND SIDEWALK INTERSECTIONS SHALL BE 112 INCH JOINTS. 4, CONTRACTION JOINTS: FIXED OPEN- TYPE CONTRACTION JOINTS SHALL BE FORMED BY STAKING A METAL BULKHEAD IN PLACE AND DEPOSITING THE CONCRETE ON BOTH SIDES. AFTER THE CONCRETE HAS SET SUFFICIENTLY TO PRESERVE THE WIDTH AND SHAPE OF THE JOINT, THE BULKHEAD SHALL BE REMOVED. AFTER THE SIDEWALK HAS BEEN FINISHED OVER THE JOINT, THE SLOT SHALL BE EDGED WITH A TOOL HAVING A 1/2 INCH RADIUS. SAWED JOINTS: A SLOT APPROXIMATELY 3/16 INCH WIDE AND NOT LESS THAN 1-1/2 INCHES DEEP SHALL BE CUT WITH A CONCRETE SAW AFTER THE CONCRETE HAS SET. G;) INVESTlGA TE BEFORE YOU EXCAVATE NORT1--IEAST APCF BILL BUCHENHOR5 CHIEF OPERATOR (727) 462-6668 ' CLEARWATER WATER POLLUTION CONTROL DIVISION KEN GILMORE, SUPERINTENDENT (727) 462-6660 21. THE CONTRACTOR IS ADVISED THAT PAYMENT FOR SEDIMENT CONTROL IS INCLUDED UNDER THE LUMP SUM BID AMOUNT. SEDIMENT CONTROL INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS. 22. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL PIPE CONNECTIONS, TRANSITIONS, AND SPECIALS PRIOR TO F ABRICA TION OR DELIVERY TO THE JOB SITE. 23. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE WRITTEN COMPREHENSIVE AND DETAILED INFORMATION (FOR OWNER APPROVAL), OF PROPOSED WORK, 24. IN GENERAL, ALL BELOW GROUND DUCTILE IRON PIPE SHALL HAVE PUSH-ON OR MECHANICAL JOINTS, AND ALL ABOVEGROUND DUCTILE IRON PIPE SHALL HAVE FLANGED JOINTS. ALL PIPELINES WITH PUSH-ON OR MECHANICAL JOINTS SHALL BE RESTRAINED AT BENDS, TEES AND DEAD-ENDS TO THE LENGTHS SHOWN IN RESTRAINT DETAIL. 25. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 30" BELOW EXISTING GRADE UNLESS OTHERWISE NOTED OR DIRECTED. 26. SANITARY SEWERS AND FORCE MAINS CROSSING OVER OR UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER OR FORCE MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10' BETWEEN ANY TWO JOINTS. AS AN ALTERNATE, THE SEWER OR FORCE MAIN MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE 10' SEPARATION. 27. WATER SHALL NOT BE PERMITTED IN BUILDING EXCAVATIONS AND TRENCHES DURING CONSTRUCTION. DEWATERING IS REQUIRED TO ONE FOOT BELOW EXCAVATION BOTTOM, MINIMUM. 28. THE CONTRACTOR SHALL NOT ALLOW ANY DISCHARGE OF WASTEWATER TO LANDS AND lOR ADJACENT WATER BODIES OR STORM DRAINS. ANY LEAKAGE MUST BE CONTAINED AND REMOVED BY THE CONTRACTOR TO THE PLANT DRAIN PUMP STATION AT THE WASTEWATER TREATMENT PLANT. 29. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE-INS TO EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR PRESSURE TESTING. POTABLE WATER PIPELINES SHALL BE DISINFECTED, SAMPLED, AND APPROVED BY THE COUNTY HEALTH DEPARTMENT BEFORE ANY TIE-INS OR USAGE 30. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE OPERATION OF THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. 31. ALL TEST POINT TAPPING SHALL BE CUT LvuSE FROM THE CORPORAI,-JN STOP AND COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THE CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE. 32. ALL PENETRATIONS OF EXISTING STRUCTURL.:) SHALL BE BY THE MEChr\NICAL ROTARY CORE BORING METHOD. ALL CONCRETE PENETRATED OR DISTURBED SHALL BE COATED WITH TWO COATS OF EPOXY. ALL FERROUS MATERIAL EXPOSED OR WITHIN STRUCTURES, SHALL RECEIVE TWO (2) COATS OF COAL TAR EPOXY; 8 MILS DFT. MINIMUM PER COAT. 1. TBM - BOX CUT IN THE CONCRETE BASE ON THE SOUTH SIDE OF THE SOUTHERN SLUDGE STORAGE AND BLENDING TANK, ELEV. 58.48. 2. TBM - SET NAIL AND TIN TAB ON THE SOUTH SIDE OF ACCESS ROAD SOUTH OF THE EAST OXIDATION DITCH, ELEV. 54.91. 3. TBM - SET NAIL AND TIN TAB ON THE EAST EDGE OF THE ACCESS ROAD EAST OF THE EAST OXIDATION DITCH AND FLOWMETER VAULT, ELEV. 53.55. SIDEWALK NOTES 6. THE CONTRACTOR SHALL ENGAGE A REGISTERED LAND SURVEYOR TO PROVIDE ALL STRUCTURE, PIPELINE AND PROPERTY LINE STAKING, VERTICAL, AND HORIZONTAL ROADWAY AND PIPELINE ALIGNMENT, AND FINAL LOCATION DATA FOR AS-BUILT PLANS. 7. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING FACILITIES SHOWN WITHIN THE LIMITS OF CONSTRUCTION ARE PROVIDED BY FORESIGHT SURVEYORS SPECIFICALLY FOR THIS PROJECT. 8, RIGHT-OF-WAY INFORMATION IS FURNISHED BY THE BEST AVAILABLE DOCUMENTATION AND AVAILABLE MONUMENTA TION AND DOES NOT CONSTITUTE AN ACTUAL RIGHT OF WAY SURVEY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FOLLOWING JURISDICTIONAL BODIES AND UTILITY COMPANIES: CALL LOCAL PUBLIC UTILITY NOTIFICATION CEN TER TOLL FREE 1-800-432-4770 MIN, 48 HOURS BEFORE YOU EXCAVATE MECHANICAL NOTES 10. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMP ANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 11. THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT THERE WILL BE SOME UTILITY CONFLICTS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THE PROJECT, 12. THE CONTRACTOR SHALL EXCAVATE TO DETERMINE THE LOCATION OF EXISTING UTILITIES ADJACENT TO OR CROSSING PROPOSED L1NEWORK BEFORE STARTING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. 14. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED PIPELINES TO AVOID OBSTACLES AS ORDERED BY THE OWNERS REPRESENTATIVE. 15. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, SWALES,SEWERS, UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. 16. CONTRACTOR SHALL MAINTAIN AT LEAST ONE 12-FOOT ACCESS LANE TO ALL EXISTING STRUCTURES AT THE NORTHEAST APCF. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS, BARRICADES AND FLAGMEN FOR THE MAINTENANCE OF A SAFE ACCESS LANE. 17. CONTRACTOR SHALL NOT BLOCK ACCESS TO ADJACENT PROPERTIES AT ANY TIME. 18. THE CONTRACTOR SHALL PROVIDE BY-PASS PUMPING FACILITIES, PUMPS, FITTINGS, LABOR, ETC AS NECESSARY BASED ON METHOD AND SEQUENCE OF CONSTRUCTION TO COMPLETE WORK WHILE MAINTAINING THE EXISTING WASTEWATER TREATMENT PLANT IN OPERATION AT ALL TIMES. 19. THE EXISTING TREATMENT PROCESS SHALL REMAIN IN OPERATION AT ALL TIMES DURING CONSTRUCTION. ALL PROPOSED WORK FOR THE WASTEWATER TREATMENT PLANT SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND WITH WASTEWATER TREATMENT PLANT MANAGEMENT AT LEAST TWO WEEKS IN ADVANCE OF PROPOSED CONSTRUCTION. 33. THE CONTRACTOR SHALL PROVIDE AN ASPHALT PATCH FOR TRENCH AREAS CONSTRUCTED IN EXISTING ROADWAYS. ADJUST ALL CASTINGS TO MATCH NEW PAVEMENT SURFACE. 34. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS, FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. 35. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING LINES AND GRADES UNLESS OTHERWISE NOTED. 36. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AND REINSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO BE REMOVED ON CONSTRUCTION PLAN S. 37. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THERE-ON AND SHALL DELIVER THESE PLANS TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE MADE UNTIL THIS REQUIREMENT IS SATISFIED. 38. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS ARE ON HAND PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL PERMIT CONSTRUCTION REQUIREMENTS. 1. EQUIPMENT PAD DIMENSIONS AND EQUIPMENT ANCHOR BOLT REQUIREMENTS ARE DEPENDENT UPON EQUIPMENT SELECTED. DIMENSIONS INDICATED ON THE DRAWINGS SHALL BE VERIFIED WITH MANUFACTURER FOR ACTUAL SIZE OF EQUIPMENT SELECTED 2. COORDINATE WITH OTHER TRADES THE LOCATION OF SLEEVES AND WALL PIPES THROUGH WALLS, SLABS AND CEILINGS. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL AND PROCESS DRAWINGS FOR SPECIFIC REQUIREMENTS. 3. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. 4. LOCATIONS AND NUMBER OF PIPE HANGERS AND SUPPORTS SHOWN IS APPROXIMATE. PIPE HANGERS AND SUPPORTS SHALL BE PROVIDED BEFORE AND AFTER EACH UNIT, DEVICE OR EQUIIPMENT, AT EACH PIPE BEND OR TURN AND GENERALLY NOT EXCEEDING THE SPECIFIED MAXIMUM SPACING. 5. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIM ATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. 6. ALL EXPANSION JOINTS, COUPLINGS AND FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. ~ 12 r:..: <l) ~ ~ r-. ~ ... DAlE www.mckimcreed.com HORIZONTAL: NA VERTICAL: NA DRAWING NUMBER cf ~ a N 8 Ci ~ ~ ~ 8 REV.NO. N 8l 9 en 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 EB0006691 CITY OF CLEARWATER RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY DATE: JANUARY, 2002 MCE PROJ. # 00992-0085 DRAWN JOC DESIGNED JOC CHECKED EAM PROJ. MGR. ASL SCALE M&C FILE NUMBER SEAL SEAL G-2 GENERAL NOTES eTATUS' 60% SUBMITTAL ~S1~ ) JOINT LONG LANE LIGHT POLE MAXIMUM MAl LBO X MOTOR CONTROL CENTER MITERED END SECTION MONUMENT NATURAL GROUND NOT TO SCALE NUMBER DIIAMETER/PHASE OPENING PLACES POTABLE POWER POLE PROPOSED PLUG VALVE PAVEMENT RADIUS/RISER/RELAY REINFORCED CONCRETE PIPE REFERENCE REIN FORCED/REI NFORCI NG REQUIRED RESTRAI N ED RIGHT-OF-WAY SANITARY SECTION SINGLE SPRINKLER SQUARE SIGN STREET STEEL SIIDEWALK SYMMETRICAL TOP OF BANK (DITCH) TOP & BOTTOM TELEPHONE TEMPORARY THlICK TOlE OF SLOPE (DITCH) 1YPICAL UNDERGROUND GAS UTILl1Y POLE UNDERGROUND TELEPHONE UNLESS NOTED OTHERWISE VE RTI CAL WIlDE FlANGE/WIDE/WATT WITH WATER LINE WATER LEVEL WATER MAIN WATER METER WEATHER PROOF WALL SLEEVE/WATER ~TOP / WA.TER SERVICE WATER FLOW ABBREVIA TIONS PIPING ABBREVIA TIONS GENERAL ABBREVIATIONS @. AC AC ABD AFF AL/ALUM. ANCH, APPROX, AVE, BLDG, BLVD. BM, BOT./BOTT. C C, C,B. CHKR CIR. CLF ~ CMP COL. CONN. CONC, CU, D. DBL DHW. DISCH. DLW. DN, DR. DRWY E.W. EA. EL./ELEV. ELEC. ETC. EXIST, EXP. FT. FF. FTG. GALV, GDRL GEN GI GPM GRTG. G,S. GR.jGRD. GWP HDWALL H.R. I.E. IN, INV, IP IR J.B. AT ACRES ASPHALTIC CONCRETE ABANDONED ABOVE FINISHED FLOOR ALUMINUM ANCHOR APPROXIMATE AVENUE BUILDING BOULEVARD BEAM BOTTOM CHANNEL CONDUIT CATCH BASIN CHECKERED CIRCLE CHAIN LINK FENCE CENTERLINE CORRUGATED METAL PIPE COLUMN CONNECTOR/CONNECTION CONCRETE COPPER DEEP /DRAIN DOUBLE DESIGN HIGH WATER DISCHARGE DESIGN LOW WATER DOWN DRIVE DRIVEWAY EACH WAY EACH ELEVATION ELECTRICAL CONDUIT AND SO FORTH EXISTING EXPANSION FOOT FINISHED FLOOR FOOTING GALVANIZED GUARDRAIL GENERATOR GRATED INLET GALLONS PER MINUTE GRATING GALVANIZED STEEL GRADE GUY WIRE POLE HEADWALL HANDRAIL INVERT ELEVATION INCH INVERT IRON PIPE IRON ROD JUNCTION BOX INSTRUMENT /CONTROL SYMBOLS SYMBOL DESIGNA TION DESCRIPTION ----- NONE INSTRUMENT SIGNAL ~ POWER ACTUATOR NONE (VALVE SYMBOL AS APPLICABLE) 0 VARIES FIELD MOUNTED INSTRUMENT [0] VARIES PLC OR COMPUTER INTERFACE INSTRUMENT/CONTROL IDENTIFICATION FIELD MOUNTED DEVICE _ / INSTRUMENT/CONTROL IDENTIFICATION 1 0nHrCONlROL PARAMETER (\\HERE APPUCABLE) \ ~ pH ~ INPUT/OUTPUT SIGNAL ~ 0 ... f8 gj ~ ~ rj ~ 0 cri ~ C) ~ 2 ~ REV. NO. ~ ~ 9 en DATE JT, LG. LN. LP MAX, MB MCC MES MON. NG N,T,S, NO. ~ OPNG. PLCS. POT PP PROP. P.V. PVMT R. RCP REF. REINF, REQ'D RESTR. RW;R/W SAN. SEC, SGL SPRK SQ. SN ST. STL. S/W;SWK SYM, TOB T,&B. TEL TEMP. THK TOS 1YP. UG UP UT UNO VERT. W W/ W/L W.L W/M W.M. W,P, W,S. WTR. AMM 19% AQUA AMMONIA ASV ANTI-SIPHON VALVE CA COMPRESSED AIR CLG CHLORINE GAS CLS CHLORINE SOLUTION DR DRAIN CV CHEMICAL SYSTEM VENT FM FORCE MAIN HOCL 15% SODIUM HYPOCHLORITE SOLUTION OF OVERFLOW PW POTABLE WATER RCW REClAIMED WATER RW RAW WELL WATER SAM SAMPLE WATER SS SANITARY SEWER WW WASTEWATER ABD Abandoned ARV Air Release Valve AV Air Vent BF\! Butterfly Valve BV Ball Valve BCS Black Carbon Steel BPV Back Pressure Valve CC Calibration Column CMP Corrugated Metal Pipe CO Cleanout Corp Corporation CV Check Valve 0,1. Ductile Iron Dia Diameter D.I.P. Ductile Iron Pipe Elec. Electrical Exist. Existing FCV Flow Control Valve FH Fire Hydrant FL Flanged GV Gate Valve HB Hose Bibb HOPE High Density Polyethylene MH Manhole MJ Mechanical Joint PO Pulsation Dampener PE Plain End PS Pump Station PVC Palyvinylchloride QC Quick Coupling RCP Reinforced Concrete Pipe Red, Reducer Sch. Schedule SS Stainless Steel TBR To Be Removed UE Underground Electric Vert. Vertical PIPING IDENTIFICATION INSTRUMENT /CONTROL DESIGN/' TION FIRST LETTER SUCCEEDING LETTERS MEASURED OR READOUT OR OUTPUT INITIA TING MODIFIER P ASSI VE MODIFIER VARIABLE FUNCTION FUNCTION A ANAL YSIS ALARM C CONDUCTIVITY / CONTROL RESISTIVITY D DENSITY DIFFERENTIAL E VOLTAGE ELEMENT F FLOW RATIO H HAND HIGH I CURRENT INDICA TE K TIME L LEVEL L1GHT(PILOT) LOW M INTERMEDIATE P PRESSURE/ POINT(TEST) VACUUM Q QUNTITY /EVENT INTEGRA TE/ TOTALIZE R RADIOACTIVITY RECORD S SPEED /FREQ. SAFETY SWITCH T TEMPERA TURE TRANSMITTER V VISCOSITY VALVE W WEIGHT X START/STOP UNCLASSIFIED UNCLASSIFIED Y RELAY Z POSITION DRIVE FLOW/STREAM ~ SERVICE PIPE SIZE~ 4 PW 12 PIPE LINE NUMBER ~ PIPE SPECIFICATION ~ CONTAINMENT PIPE /' (IF REQUIRED) P1 /P12 ~ \. FLOW ARROW NOTES: \. PIPE 1. FLOW STREAM AND PIPELINE NUMBERS ARE SOMETIMES OMITTED. FOR THE ABOVE EXAMPLE THE PIPE WOULD THEN BE SHOWN AS 4(P1), 2. PIPE SPECIFICATION IS OMITTED ON PHYSICAL PIPING DRAWINGS. 3. PIPE SIZE IS IN INCHES. 4. NO PIPELINE NUMBERS ARE ASSIGNED TO EXISTING PIPING. VALVE IDENTIFICATION SIZE / / DESIGNATION / rSPECIFICATION 6 BV 2 NOTES: 1. SEE VALVE SYMBOLS FOR DESIGNATIONS 2. VALVE SIZE IS IN INCHES SEAL CITY OF CLEARWATER SEAL 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 www.mckimcreed.com LEGEND EXISTING PIPELINE ---t><J- GATE VALVE -~",J-- BUTTERFLY VALVE BALL VALVE Of-- --1 L\ ~-- -{>- PLUG VALVE REDUCER -([;r- --0- AIR RELEASE VALVE GAS VALVE MANHOLE r, __, L " .J r,~.H, - ---- -{J- ---- -- C,8, CATCH BASIN ---...........,.-- A FH, FIRE HYDRANT - -3 o -~-- ---(J>- CD -1 6 f--- I - -- -1~~- ,-,- i I CAP/PLUG FLOW CONTROL VALVE GAS CHLORINATOR SOLENOID VALVE ORIFICE PLATE ,11 -i+r 9.1-1 ~- QUICK COUPLING BACK PRESSURE OR PRESSURE RELIEF VALVE i'-~_., ~_J_.m--__~ FLOWMETER -~I- CHECK VALVE I1\. ! AIR RELEASE VALVE o i C:€~ PRESSURE GAUGE PULSATION DAMPENER - -g--- -- STRAINER -- -III-- I UNION --rrft-w FLEXIBLE CONNECTOR r 90' BEND cr~oss-, ~ TEE, REDUCER /+- ~~, t, j \ I_L:;uUC T --v--r-'r.,. 1)1" - ~ PIPING, VALVES AND FITTINGS , VAL VE.J VfYE CAP SlO"V OFF. 1" HB HOSE BIBB TOP OR TOE OF BANK --~---*- x CHAIN LINK FENCE ~r:-7--/-r:-r:-r-.r:-~r:-:/ R/W OR PROPER1Y LINE PIPING, STRUCTURES OR EQUIPMENT TO BE REMOVED SILT FENCE ,..---'~.- 52~~-- CONTOURS 49,00 + SPOT ELEVATIONS ->------~-- DRAINAGE PATH pp Q POWER POLE (x LIGHT POLE Q UTIU1Y POLE iW WATER METER SPRINKLER SIGN (SN) TRAVERSE POINT IRON PIPE CONCRETE MONUMENT * .0.. 6 o o C.M RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY LEGEND, ABBREVIATIONS AND SYMBOLS PROPOSED I><l N 101 I~I [> 0 I8l 0 M.H. 0 C.B. A F.H. ] ~ 0> '~I ,I, I cP ~ [:::::J !./1 ~ ~ ~ g III ~ [9(1 BEND CROSS CAP ~n~ CI<J I . x x x ..................-............... ....--.....-............-.... ------52--- ~+ -- ;?----3=-- DATE: JANUARY, 2002 SCALE M&C FILE NUMBER MCE PROJ, # 00992-0085 DRAWN JOC HORIZONTAL: DRAWING NUMBER DESIGNED JOC N/A CHECKED EAM VERTICAL: 0-3 PROJ. MGR. ASL NA rTATUS' REVISION ) 60% SUBMITTAL '2 ::!: 0- r-- C\I <0 ~ 8 ~ ~ ~ ~ -c ~ :) en o 0- o ~ ~ to r-- ~ C\I CD ~ :i GI GE=68,75' IE ~j=6682' (12"P'VC) ,E F=6723' (12"P\;C) " :::-_"~'91' r'12"P\IC) ,c. :) ob, '\ ,( ~ 'll> a'elF IBv'If 1/ \.~ 'll>..,. 11.;,'./ './ './ X.;, v '7 ~ ~ \ 'eJ- , 'I 0 'S' J' 'J' ~\ c>! ~ OJ' '4 -yr------ 'll> x 0, ~ '0' '~r'''' 'b 'b · · ~ cL' "" ' r-1'1> ' I iY '(c-'7 x-Y--i!'/".-",~-~~-;~ 70HW 70HW 70HW c>! 70r'.W ue- _c>! ~f 70H/I"'-er---7----70HW <1: ~'I} ;v~'-i~ 1 x-t-- GI (W/RAiSED TOP)~,_-t--------$>~h--, ~ \. ~ ",~x 0 ~ R+l' .-X ________________====='trx-:: =c.d>: :/;':?-=-____ p :EE~:~-~7.12~:: ((1122,:'~,VCc)) = :~/= ~=~~*:: :: = = :: = :: :: ~': :: = = :!-~J'= :: :: :: :: :: :: = :: :: :: :: :: :: :: :: :: = :: = ::: :: :: = =S::WilE:: = :: = :: = :: :: :: :: :: :: = = .:: :: : :: = = :: :: :: = :: = ~ =: ::'~ ;~;;1~(j>::' - ~,-'- - - - - - - - - -S~!\~E- I !!'~\> <i.:~ - -{ - - = c c , = = c= ! c =, ~ ! '" 0 .! , v I i!'/ "'... 'a 0 .", ^ ,~ .-> ~ ~ ----' ~\ I'''' ."} c>! .-> I \ll I L \ ~ ~-{ "'1\~ ~ --==c-..6.~ ^ ^ .A.-,x ^ ^ x ~i()f=-~~", c:?~ I! r",(j> -_~ ^ ~J'1>~ *tl5 /~~ x ~J' I ~( '\ x ":E - - - x- .;, i c:?~ II ?-.~ ^ * @J 'll>6' >1 I I SIR 5/8" (@4433,OQ'(F) -Q(j> ------~ -:/ - -0".7- c:?~ -~- ---'-/'- ~{... - - - -- - --- ~ 'b t' x FOC LB 6707 X-z, o~ f! I! S01'S8'07"W(F) X-z, - - - - - L- #- 1 TRAVPT '~ 2;"5 II r' '0 x ! ",' -- I N 1323927,36 'S i'5 ! -QS' ~"': I -Qo ~ I '" ~ 1>' '0'0' E 408596,43 x Iii 1 x '..; I ~ r RETENTION / I \, ~~ 'll> ~,-'x ~~ ~~ I TOE OF \ POND i ~ I, : I' 'll>", x.~ 61 X61 4' X I k SLOPE~ I ---'f ~~ ~~ t(;;;. I r / i I I 61 I I:.J' ry ",' ~,,......-- ~'0-*<l\i :~ "'<?> ~~<1: t~..; ~'" 'll>, ^'j .-> ~>;'~ ( I 'J!, , lttt, I ~g>,' ~~o ,c:?o.. ~",.. ~ (,,: ~( '" \ ~_ ":1T v.;.. PUMP ST A TrON - _:' ~ '0 \ ' I' r c9 BUilDING .0".1.!.97 . rr,'O'O,,~~ '0 0,' '\\ ~..; \~ ~ FFE~70,05' ~, ~ I GI ~/ ~ . \ I )(~ '-- \ 6! x --_ 'll> GE=69.22' I \ 'll> 'F..,. ~ ..; IE E=68,22' (3"P'VC) .:::. J \/ x x ~'~I ~". ~J' E/P EN=67,94' (: 2"P\;C)(/) 'll> ~~ 'll> . ~ 'll>'ll>p '~~c>! ~ ~- X ~~ SODIUM '0... -.~'O' '" x I'll> 0> HYPOCHLORITE 8 ~X () I>;; t z:: 2'~ ~ I r:;i () I'~'-> M ROOM ~ () ,c::.>> () 0"" z:: .~ ~ x Z ~ & ~ 61'll> n ~ ) /~~ i!'~~!,+_~::__ GRA""l ., .~.->o ~ "~ 'U' "'.-> "'- EIIP ,_~~ .-> 00 I'''' ~ - c:?a ,&'" EXISllNG q<:,. rP ~ FUEL TANK .-> ~~ 'll> (') ~ c:?" -<:,. '~ ~ '~~ ~ n ~K)(' '/ X :)(.->~ qp~',-'~ ,,,,>9 x I I I '1(.-> I c:?(j> x I rl ;:; OJ ~ x I I X-z, x '''' TBM # 3 x SET NAIL W SIDE! u\p # 21700 I EL= 72, 27' t u o x ~ ';0 o ;0 o x V >< ..,. ! '~ x-_ 1 STY MAS BLDG SECTION 11, TOWNSHIP 29 SOUTH, RANGE 15 EAST 1 STY MAS BLDG 1 STY MAS BLDG i- I I I I I I I I 1 , 5rrM:J I I i I I J STORM INLET TOP EL =67.45' N TllROA T EL=66,65' S THROAT EL=66, 71' INV EL 12" CMP (w) =64.40' INV EL 12" PVC (s) =65,58' 1 STY MAS BLDG ~ 1 STY MAS BLDG I i 3' CLF/1/1 , L FClR 5/8" x APPROXIMA IT PROPERTY LINE ~Clf PLS 127<4 x ~ '0'\'<;> ~- 66.16' 6' BOARD FENCE x x x x ' ~ _~'7 '0'0'> ll:-r:;=-X.';;r-=_~~, -v-2~vi!~~:;:..l -- x - =:L_~/~=-----~~~ = = = = = = - - ,--:-~~.::~~~ ' 'Q'O-~ '0 '0 ~R*t '0,,' {'.- "'~_~J::-L'N = _~ _ _~_ v::- - y- = - :Y::-= ~ ---; - 0 - - _ -- ~'>~ ^ ~~ ^ _ _ _ _ _ _ = :: = = = = = = 'o'b~ = = ~ ...:~stLE --~ #095237 04242 ~ SWALE ~ <!!y 28 ~:::~3'r = :: - -- - - - 9' ",'7 ..J'''''LC.-:> '0'\' ~ ' W/ TRANS , '~...P-t---A:.~, _~__~11 I, .15 (~15" iSJ13"15" ,,' rJ>' 11"13" WOOD-'~T~-~LL._,,;:"~ (@21" , Ci3B 11"13" B" I '\c ~ I PI 24" BRIDGE 13' iSJ 1 , 'Q'b' TOP OF BANK , (@ tOAl @) 29' ~ 12 I 32" '-'-' 'fY @) 9"18" 1 '\ f SIR 5/8" _~'O- ~l'S8'07"W(F) \ FOC LB 6707 1 433.00'60 - - 0- ~ 1\ ~~~2~l6~~1O I \ E 408611,31 I HORIZONTAL SURVEY X~ ' J @) 26" CONTROL LINES (TYP) ii'__ \ I iSJ 19" (SEE DETAIL SHEET 2) I x POOL AND DECK Ls 6' BDARD F [NCE <,~ ~ 0,<' ~. ~' '0'0' f1 I ! 1 : -,x I ' ,.c\~,:>' II ~ ,,' i I ^ ~i~~1 I 01 I I 1 I II! oi I : I ' I 62> o[! II . 'tf I i I ~~ Of ~ l ~1!62>0_ 610" 01 ~' I ''-& . '2!J 'ull ~ 01 Z 62> j 8 I 'c; ~ x *::--~ -:.,. ~ 1 162>'3-, ~ ~ ''f9 62> 62> I I ''0 ''?91''& 'fs>''O . I :B u I :5 62> , z 0 1" u .~.. X ~~ 8 I I ~ ~ c>! la <: I 0 'cv ii'o... ~62>~ lh- ~ 1=1 I, ~ --~ 'fp 01 62>---- -..J I-'\J 0'"" 0... I Z 1 ~ l' ~~ 0' ,oJlI1l t~ 11 (,;'), u '#2- 91 I' 0 'f9 '2!J 018[ 'i;(l' I ". [Jj:'... * I x 162> 162> I oj .~ 1'1} I I{;~ o! 1 ' I 01 ~ II ,,' ~ il! @olx '<;>1. r11'~~ 3' HIGH 01 WOODVOST I I I (TYP) ~ I I 01 I I i I 01' I 0 II Iii ol.~'\,<;>, ~I II @ '~I i_ 12" c:f I I:.\f oi I i fl APPROXIMA~oI. I I' R/W UNE d I I 9 i ~ 11~t- ~ x.c '& j I ~ ! r ltl ~ I D D D D D D D ~ j ~. r I ti I ~ ~~~I I t! ~~~! Dol' II I O-.IX 7"'0:--' 0 ~ ry I i O~ II I I~~ ~~' II o( 11" (@ 01, I I i 0 01, I ol'Q'bpll :?r 11,<;>' i ' rJ>";>'o I 't~ CONC 01. r f' ,<;>'\c 0,'0 WALK1 0~.1 I ~. L"oL'b'>'! "* #2-48071 "'8 :(1 I 0; II II I A~ oj i t'Q' :1 I A 01 I 01 I i I 01 I 9' (@ 01 0)1 WATER =r:i<rJ>' I BACK FLOW PREVENTOR :.\.f}> '0' GI GE= 68, 39' IE N=66.42' IE 3=66.40' APPROXIMA TE PROPERTY LINE (l2"P VC) (12"PVC) ~ I :.> 6'". X 6'CLF; BWF X'f9 ... X~ .... X'll> '0 Xc>! ii'", E/P )(- ~ 62> X I I I I ----------~ ,_____ 'f9 '" ~ .~ 'll> X '0 ~o " X ~dl "' ASPH DRiVE x E/P _~- - <1: ii'~ x ~'" 6J, ~~ ~" 'll> --r. ASPH '3- ~ 20" 'O'~ ~ ''l :f\ DR,VE ~ @ ......--"/ X~ y<;: , ~~ 52' ~ ~ 9 ~< /' \ ______-- 'll> -0- X //' ~ \ _______ ~... .~ 'll> / '0"'0 6! V ~ /' :J:: '?~ /:E \ x~~ ~ \ X~~ \ ~ -"',,? i ~'ll> \ ~ __---- .". I c...l ___- 'll> '" ! \0 ~-- 'fs> X~ I ~ ~ 'll> .,o! ..?" CP. ~ \ ~\~ I cP., , G<\~ X'll> J ~ ~ ~ ~ ~ ~?>\ \ x \ , Ii \ ,\0, ~. '" I :.> .~ 6'x x +~ f ',9 I X~ .". ~"'X X'll> '". Xc>! ii'~ I x-z, ,~ x X~ ...,. IX~ ...,. x I I I I ;5 I ~~ ~ I o u I I I U) I~ '-J. I; r:J ~ '& ..:' ~ 1:>01 ""'h )(....) :0:' xl> X 'll> '-a. 'Jy.... x" ASPH DRiVE ,\'\c ~. x x X'll> .~ 5MG WATER STORAGE TANK X -Q..,. GR A VEL ~ ''1} ~ ~ '!P '~ ~ X.;, .... 4" ~ '" / / I '" -z, .", X~ '6' 4' (@ @)7'7" TBM # 2 FOUND NAIL W SIDE UTILITY POLE # 784 EL=70,33'~ o~ 0 0 0 0 0 0 0 0 0 0 0 ~3' HIGH ~ WOOD POST TYP 6" PVC () (CAPPED) WELL #31 ~ o 0 000 0 0 0 o 000 o 0 "':. x., ELEC GOES \ UNDERGROUND \ @\ 12" o 0 0 0 0 \0 \ o 0 - MAGNETIC ~ '/ / V '" <015" (@9' o~ 0 0 0 ~ ~' HIGH WOOD POST (TYP) X ",'> x., x.-> q..; / '" 000 0 0 0 o 0 000 @12" " IGH~PHIC .1 SCALE o 0 o 0 0 0 o 0 '~ 40 I I 80 I 'Qo,f 'Qo,'f' ,;> '00,. '" "':. X., ( IN FEET ) 1 inch = 20 fL ~ :\~' X oY :\~' X ~ 4"PVC MONITOR vvaL ~TOP EL=71.27' GROUND EL=70,1' <0 l" I / + \ \ \ \ 4' @ I ~) co N Ij (:J I I I I I '8' x--/- x~-~_ I I I I I I I I / ~""x 'Q~' I~ 8" MASONRY r WALL (TW) + / / + / +< .--.7' CLF W / I ~ BARBED ~RE X h TOP ... c:?..,. CONC RACQUETBALL COURT @ ". CONC RACQUETBALL COURT X~ .", 17" @ @30" X-z, '6' 18" 8 X~ 'oj' 0,'0 :\" X ",'!< x., o ,,0,' x Q FRAME 6 SIGN ....0, '00,' .,0, '00,' '0":> '00,. \ \ \ 'Q'\c ,,0,' ,~ '\~. ~ '00,' @1l" ~ '\~' ~ '00,' ';'0 ----_______ 1/ / / ~<, '\~' ~ :\~' 13' @ + @28" / @::@')'12" C, / 4"6'4" ",'> x., rft;L 1 5 " :7" '~~ @48" @15" ... <,'0 :\~' X BULLPEN AREA ~ / / @10" -u o :;: CT1 ;lJ -~ o u 7' CLF~,.j \ @ 10" \ \ \ \ \ 0) ~I i I ! l~,:>~ ~~~ 'Jy~ " 13' ... f?Jo/ '2" '" I / i- CONC DIRT 20' 8 x-- '~:8" x '2:!~XX@ _ .;, '0 X-----l( 8' CLF ~' x -- x -~~ ---.!.6"~__ "':. x., ELEC GOES UNDERGROUND W / ELEC BOX & METER L 3.0'Xl.3' NO # METAL - x --1 BENCH :'> r?)- ~'> ~'b X -----L_____. '\~. 8' CLF \ ~\ '\~';V \ \ \ ~ SIR 5/8" FDC LB 6707 GPS PT, #1 N 1324454,50 E 408879.98 O '[Ii -r~ /11,. ff,~7r .:3,' 'm"" . r:}C) .v .. L - n h~;";;~:I~J~ PLANNlf~~,!', I.JEvEl(, .. r :'\'('" ell yOFClEAH.', H .n..,;:; -;. .,-' x--~ x- x --- x '-- x '--- x-- :\~'!< x .;, '/ .;, 'J' x- x--_ 6 'CLF/BWF x---_ x-- ~ '\~. ~ :\~. x- x---: x-L 5' ClF /B ',~f' -:"J' x _-X... ,0, :\~. <,' '\~. -v ,\<::l' (@17" 8" TIMBER BORDER '00,':> x ",0;> x., 8" 11MBER BORDER C 8' CLF x~ x-- x <V :\~. 8,?'X15.0' METAL BLEACHERS - x ~ ~ ~"'" :\~' ,\<::l' ,\<::l~-" CONC 1.5'X5,O' + METAL TABLE C 0) + :\<::l' / 20' CLF ~ ~ BASEBALL FIELD (@14' <;(NO # ELEC GOES ~ UND~~~N92' ~- '/.- 61 elF .,,- I;/' C~2 :\,'?> x ~- ~- :\,":> x :\<::l?> x >< Survey Report "'~ x'O @8' @7" ~~ r -" >< @UNK 10" 1. This survey not valid unless embossed with a raised surveyors 2. Underground encroachments such as utilities and fou ndations, have not been located. 3. Elevations shown hereon are relative to NGVD 1929. 4, This Topographic Survey represents a combination of work performed by McKim & Creed, P,A. and by Camp Dresser & McKee, Inc. The topographic data collected by Camp Dresser & McKee, Inc. was supplied to McKim & Creed, P.A. in digital format. 5. A Boundary Surveyor legal description for subject property was not supplied by client. 6. On-site bench marks and horizontal control points set by others and referenced in digital files provided by client. These points have been referenced and identified within the limits of the survey drawing. 7. The undersigned surveyor makes no guarantee to the completeness or accuracy of the topographic data supplied by Camp Dresser McKee, Inc, 8, Bearings shown hereon are based upon horizontal control points set by others and referenced in digital files provided by client, holding the line between "TRA V PT # 1" and "GPS PT #1" as being N, 70'38'25"[ DATE: 12/28/01 MCE PROJ. # 00992-0085 DRAWN AWS CHECKED DJB FIELD BOOK 3 p, 38-41 seal, that may exist, SIR 5/8" (POL) FOC LB 6707 TRA V PT I N 1323913,21 [t> E 408878,36 LEGEND >< A ASPH C CAL CC CB CBS CLF q, CONC, CS (D) D DRAIN. EASE (F~ . F X FCM FDH FIP FIR FN ARC LENGTH ASPHAL T CHORD LENGTH CALCULA TED COVERED CONCRETE CHORD BEARING CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE CENTERUNE CONCRETE CONCRETE SLAB DEED BEARING OR DISTANCE DELTA OR CENTRAL ANGLE DRAINAGE EASEMENT FIELD MEASURED BEARING OR DISTANCE FOUND .x. CUT FOUND CONCRETE MONUMENT FOUND DRILL HOLE FOUND OPEN END IRON PIPE (SIZE) FOUND IRON ROD (MARKED OR SIZE) FOUND NAil FCIR FN & D FPP LB LS MAS (NR) PRM PCP POB PC t~~ R R/W SCIR S N&D STY OHW (TYP) UTlL (WC) rJ = FOUND CAPPED IRON ROO FOUND NAil & DISK (MARKED) FOUND PINCHED IRON PIPE (SIZE) UCENSED BUSINESS LAND SURVEYOR MASONRY NON-RADIAL PERMANENT REFERENCE MONUMENT PERMANENT CONTROl POINT POINT OF BEGINNING POINT OF CURVE PLAT BEARING OR DISTANCE RADIAL RADIUS RIGHT OF WAY SET 5/8" IRON ROD - LB #6566 SET NAIL AND DISK LB #6566 STORY OVERHEAD 'MRES TYPICAL UTILITY WI TNESS CORNER POI'llR POlE = = = = = = = = = = = = = = = = \\\\\\\l'JlfI/f,"'" \\\ / J:r"'T'" III ,0:.\\ -:: . ...' , ~ ",-' ~~\;>....~~.." '11f.~ }' 0.~~~\\(S'la.f~~:~ ; <"".. (~,'" ,...,. '.f': - _.. >l . ), , .'b~t: .. - '.;.".',': '" ,:~','1~',.,' . -,~. , '. . , = {c . "" ' :: "jJii.; : .~",! , ::: .~'''. 'f' 1( .'k]' .... . '. . '':'~",,}!' ..' ,..., ~ '" . . .~". . ' .. '.'.dh' -" /-. - '. ,. (?, .i~>" "',,*.;;r~~"i! "l>> l\~~' ~ -'" 't'J'..':"to R\~ .." ""''i./~'' '" "~to, ........ ",,~, " ~". ,~w,,'i&, ~11'l.'''. t\~\I' ;",1 ,.~ 'I ("1,..11<")' I" \ it",I,,'/il\I'.!" '~;. '. SHEET 1 OF 1 CERTIFICATION AND NOTES I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027 FLORIDA STATUTES. TOPOGRAPHIC SURVEY RESERVOIR #1 CITY OF CLEARWATER \G\ 2. ~ \ () ~ DATE 601 Cleveland Street, SUlite 205 Phone: (727)442-7196, Fax: (727)461-3827 Clearwater, Florida, 33755 AND MAPPER #4697 REV,NO. DESCRIPTIONS REVISIONS DATE Internet Site: http://www.mckimcreed.com I - o. - CITY PROJECT =H=WF-032601 CI OF CLEARWATER, FLORIDA PROJECT LOCA-rrON MAP fiLE .F~~ r.?(-'! l.:J7 INDEX OF DRAWINGS -------"J'T' ~;.:''''~''';5-~'''''''1 ~Uf,J~_m_[0L!llJS-1\ ~ 1\ 11\\ Mt\:~ l" '2002 t iU ~l! ,-- ...._"-__"'M".-.... - - ~~ I L. ....-,. l,;: I, , \-' _....~~_.".,J L .....-"-""--~-~._._-~--~- ' '".~,...,.... ~ "'-~" ,-,_ :: ,.-:;,,~~b:,.~, "'-- II<"--~, '_"'';:'':'-~-~'_'_ I I((\~nifi~,ll' ,- j F --..---..==~~ -',-- ~~....> ~;:=:_4-Z- -~~- -........ I__)~~,~'i.~/();}J/J I -':....:cURLEW RD S~.8 5~ ~ : (II r -....,'\ ~_ .~_'\ ~ - ~~I'---::.._:..::::::::.- ::-:\ '\'~,{~' \..:;2: ;J'Jff -.~("-~'Gl[f(::~:::.Ir;.:g. '-J"'''\'''''---" .0"'-,_00., "- '. 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(/ ",;lq 9 ~""",.,~ s; .,74 ~!jf~~~ r4~Ql1 ~~~~~;~' D0i LARGO\,~ /) ~ () o r SCALE FEET 1000 I / ( , 1\ I': i , \ 11\ ') ;' \ \ \ I J \ \'1 ) '~., / i j ~\/ ) / GENERAL G-1 COVER G-2 GENERAL NOTES G-3 LEGEND, ABBREVlA llONlS AND SYMBOLS ,MECHANICAL M-1 RO TREATMENT BUILDING PROCESS PIPING PLAN M- 2 RO TREATMENT BUILDING PROCESS PIPING SECTIONS M-3 CARTRIDGE FILTER PLAN AND SECTIONS M-4 RO FEED PUMPS PLAN AND SECTIONS M-5 RO SKID PLAN AND SECTIONS M-6 CLEAN-IN-PLACE SKID PLAN AND SECllONS M-7 BOOSTER PUMP PLAN AND SECllONS M-8 DUAL MEDIA FILTER PLAN AND SECllONS M-9BACKWASH HOLDING TANK PLAN AND SECTIONS M-10 BACKWASH PUMP PLAN AND SECTIONS M-11 BLENDED WATER PUMPS PLAN AND SECTIONS M-12 MISCELLANEOUS DETAILS M-13 MISCELLANEOUS DETAILS M-14 MISCELLANEOUS DETAILS NORTH ({)~9J 5~9J.;4 93.;4 Y DEMOLITION D-1 SITE DEMOLITION PLAN CIVIL C-1 SITE LAYOUT PLAN C-2 GRADING AND DRAINAGE PLAN C-3 SITE PROCESS PIPING PLAN C-4 SANITARY SEWER PLAN AND PROFILE C-5 EROSION CONTROL DETAILS C-6 CIVIL DETAILS C-7 CIVIL DETAILS C-8 CIVIL DETAILS C-g CIVIL DETAILS STRUCTURAL S-1 RO TREATMENT BUILDING FOUNDA llON PLAN S- 2 RO TREATMENT BUILDING FOUNDA llON DETAILS S-3 RO TREATMENT BUILDINlG SLAB AND WALL DETAILS $-4 S-5 S-6 $-7 S-8 INSTRUMENT A llON 1-1 PROCESS AND INSTRUMENTATION DIAGRAMS 1-2 INSTRUMENTATION OVERVIEW 1-3 INSTRUMENTATION J ARCHITECTURAL A-1 RO TREATMENT BUILDING FLOOR PLAN A-2 RO TREATMENT BUILDING SECTIONS A-3 RO TREATMENT BUILDING EXTERIOR ELEVATIONS A-4 RO TREATMENT BUILDING EXTERIOR ELEVATIONS A-5 RO TREATMENT BUILDING DOOR/WINDOW SCHEDULES AND DETAILS A-6 RO TREATMENT BUILDING DETAILS A-7 A-8 A-9 PROCESS PIPING PP-1 GENERAL PROCESS FLOW DIAGRAM PP-2 DETAILED PROCESS PIPING SCHEMATIC PP-3 DETAILED PROCESS PIPI NG SCHEMA llC PP-4 DETAILED PROCESS PIPING SCHEMAllC ELECTRICAL E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 ELECTRICAL SYMBOLS AND ABBREVIATIONS ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM EQUIPMENT FRONT VIEWS REVERSE OSMOSIS BUILDING POWER PLAN REVERSE OSMOSIS BUILDING LIGHTING PLAN LIGHTING FIXTURE SCHEDULE AND DETAILS ELECTRICAL DETAILS ~ ~ HVAC H-1 H-2 H-3 PLUMBING P-1 P-2 P-3 HVAC LEGEND AND SCHEDULES REVERSE OSMOSIS BUILDING HVAC PLAN HVAC DETAILS PLUMBING LEGEND, SCHEDULE, AND DETAILS REVERSE OSMOSIS BUILDING PLUMBING PLAN PLUMBING DETAILS / 90% SUBMITTAL ,\,~\t'H I Ht"", ,'/:, J.' I,. <..' ..\ ''f'.'';~ 'I; ,,' ",,-'~ . ''-.J;;' I~ ... ~ r:...... .....Q,~,~ i ...... ....~11'IC-i)' ..<< \ ,,~ . ,,:,<i... .~t;!,.';"')'r-:_~': ,: <: .~.:. ~ ;;J"'Oif..4t."3.33. ~ ~~ ~ e,'1.. .., .~~,. II,., ", ,,,,,. 'l' _ ,W~. r1.~J:iJ.J,lIlL. '.~ "6~-';'4;j p!:;&:~;:;;r- .,(,,~~ .......... ~~ " ":.' 'I" ..' ~J. ""'~e"I'" :r PAVING NOTES 1. ALL ACCESS ROAD AND PARKING SPACE CONSTRUCTION SHALL CONFORM TO PINELLAS COUNTY DEPARTMENT OF TRANSPORTATION STANDARDS. 2. ASPHALTIC CONCRETE SHALL BE TYPE PC-3 PER PINELLAS COUNTY SPECIFICATIONS FOR HOT BITUMINOUS MIXTURES. GENE=RAL NOTES 3. L1MEROCK BASE COU RSE: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 200. 4. STABILIZED SUB-GRADE: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTIONS 160 AND 914. 5. DRAINAGE: FLORID A DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 941. A. SOFT, YIELDING OR SUPER-SATURATED MATERIAL THAT WILL NOT READILY COMP ACT SHALL BE CONSIDERED UNACCEPTABLE FOR BACKFILL AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. SOIL CEMENT: FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS; SECTION 270. A. DESIGN MIX 1) 300 PSI (7 DAYS) LAB. DESIGN. 2) CEMENT CONTENT BY WEIGHT SHALL BE A MINIMUM OF 5 PERCENT AND A MAXIMUM OF 8 PERCENT. B. PROJECT TEST SAMPLES 1) THE CYLINDERS CAST FROM PROJECT OPERATIONS SHALL BREAK AT 300 PSI OR HIGHER AT 7 DAYS, 2) CORES MAY BE TAKEN AT 14 DAYS TO PROVIDE ADDITIONAL INFORMATION REGARDING A SOIL CEMENT SECTION. 3) CORE BREAKS BELOW 150 PSI SHALL NOT BE ACCEPTABLE. 4) THE LOCATION AND NUMBER OF CORES TAKEN SHALL BE AT THE DISCRETION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 5) ALL CORES SHALL BE 6 INCHES IN DIAMETER. 6) SUB-GRADE SHALL HAVE A MINIMUM OF LBR 40 (UNLESS OTHERWISE NOTED). C. CONSTRUC~ON METHODS 1) CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH FOOT SPECIFICATIONS, SECTION 270-4, AND FAILURE TO CONFORM MAY RESULT IN REJECTION OF AFFECTED AREA REGARDLESS OF TEST RESULTS. 7. PAVEMENT MARKINGS AND SIGNS SHALL BE IN ACCORDANCE WITH FOOT MANUAL ON TRAFFIC CONTROL DEVICES, SECTION 733. 1. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE I\JA TURE AND EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION NECESSARY TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. 2. LOCATION, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, AND STRUCTURES, AND OTHER FEATURES ARE SHOWN TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY COf~RECT. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCA TIONS, ELEVATIONS, AND DIMENSiONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFE:CTING HIS WORK. 3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN THE ENGINEERS CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A DETAILED CONSTRUCTION PHASING PLAN WITHIN 30 DAYS OF NOTICE TO PROCEED. 5. ALL ELEVATIONS ARE BASED ON U.S.G.S. MEAN SEA LEVEL DATUM OF 1929, UNLESS OTHERWISE NOTED. MEAN SEA LEVEL = 0.00 FT. BENCHMARK USED: 19. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION. 20. THE CONTRACTOR IS ADVISED THAT PAYMENT FOR SEDIMENT CONTROL IS INCLUDED UNDER THE LUMP SUM BID AMOUNT. SEDIMENT CONTROL INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS. 21. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL PIPE CONNECTIONS, TRANSITIONS, AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE. 22. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE WRITTEN COMPREHENSIVE AND DETAILED INFORMATION (FOR OWNER APPROVAL), OF PROPOSED WORK, SIDEWALK NOTES G;) INVESTIGA TE BEFORE YOU EXCAVATE CLEARWATER PUBLIC UTILITIES DIVISION STEVE SOL TAU. WATER SUPERINTENDENT (727) 562-4960 23. IN GENERAL, ALL BELOW GROUND DUCTILE IRON PIPE SHALL HAVE PUSH-ON OR MECHANICAL JOINTS, AND ALL ABOVEGROUND DUCTILE IRON PIPE SHALL HAVE FLANGED JOINTS. ALL PIPELINES WITH PUSH-ON OR MECHANICAL JOINTS SHALL BE RESTRAINED AT BENDS, TEES AND DEAD-ENDS TO THE LENGTHS SHOWN IN RESTRAINT DETAIL. 24. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 30" BELOW EXISTING GRADE UNLESS OTHERWISE NOTED OR DIRECTED. 25. SANITARY SEWERS AND FORCE MAINS CROSSING OVER OR UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER OR FORCE MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10' BETWEEN ANY TWO JOINTS. AS AN ALTERNATE, THE SEWER OR FORCE MAIN MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE 1 0' SEPARATION, 26. WATER SHALL NOT BE PERMITTED IN BUILDING EXCAVATIONS AND TRENCHES DURING CONSTRUCTION. DEWATERING is REQUIRED TO ONE FOOT BELOW EXCA VA TION BOTTOM, MINIMUM. 27. THE CONTRACTOR SHALL NOT ALLOW ANY DISCHARGE OF WASTEWATER TO LANDS AND lOR ADJACENT WATER BODIES OR STORM DRAINS. ANY LEAKAGE MUST BE CONTAINED AND REMOVED BY THE CONTRACTOR TO THE NEAREST WASTEWATER PUMP STATION. ADDITIONALLY, DISPOSAL OF WATER UTILIZED DURING FLUSHING, PRESSURE TESTING AND START-UP OF THE WATER TREATMENT FACILITY IS THE RESPONSIBILITY OF THE CONTRACTOR. 28. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE-INS TO EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR PRESSURE TESTING. POTABLE WA TER PIPELINES SHALL BE DISINFECTED, SAMPLED, AND APPROVED BY THE COUNTY HEALTH DEPARTMENT BEFORE ANY TIE-INS OR USAGE 29. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE OPERATION OF THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. 30. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THE CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE, 31. ALL PENETRATIONS OF EXISTING STRUCTURES SHALL BE BY THE MECHANICAL ROTARY CORE BORING METHOD. ALL CONCRETE PENETRATED OR DISTURBED SHALL BE COATED WITH TWO COATS OF EPOXY. 32. ALL FERROUS MATERIAL EXPOSED OR WITHIN STRUCTURES, SHALL RECEIVE TWO (2) COATS OF COAL TAR EPOXY; 8 MILS DFT. MINIMUM PER COAT. 33. THE CONTRACTOR SHALL PROVIDE AN ASPHALT PATCH FOR TRENCH AREAS CONSTRUCTED IN EXISTING ROADWAYS. ADJUST ALL CASTINGS TO MATCH NEW PAVEMENT SURFACE. 34. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS, FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. 35. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING LINES AND GRADES UNLESS OTHERWISE NOTED. 36. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AND REINSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO BE REMOVED ON CONSTRUCTION PLANS. 37. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THERE-ON AND SHALL DELIVER THESE PLANS TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE MADE UNTIL THIS REQUIREMENT IS SATISFIED. 38. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS ARE ON HAND PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL PERMIT CONSTRUCTION REQUIREMENTS. TBM #2 FOUND NAIL WEST SIDE OF UTILITY POLE #784, ELEV. = 70.33 TBM #3 SET NAIL WEST SIDE OF UTILITY POLE #21700 ELEV. = 72.27 6. THE CONTRACTOR SHALL ENGAGE A REGISTERED LAND SURVEYOR TO PROVIDE ALL STRUCTURE, PIPELINE AND PI~OPERTY LINE STAKING, VERTICAL, AND HORIZONTAL ROADWAY AND PIPELINE ALIGNMENT, AND FINAL LOCATION DATA FOR AS-BUILT PLANS. 7. RIGHT-OF-WAY INFORMATION IS FURNISHED FROM THE BEST AVAILABLE DOCUMENTATION AND AVAILABLE MONUMENTATION AND DOES NOT CONSTITUTE AN ACTUAL RIGHT OF WAY SURVEY. 8. THE CONTRACTOR SHALL BE RESF'ONSIBLE FOR COORDINATING WITH THE FOLLOWING JURISDICTIONAL BODIES AND UTILITY COMPANIES: 1. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH 4 INCH THICK 3000 PSI CLASS I CONCRETE REINFORCED WITH 6X6 NO. 10 MESH. 2. THE CONCRETE SHALL BE GIVEN A BROOM FINISH. THE SURFACE VARIATIONS SHALL NOT BE MORE THAN 1/2 INCH UNDER A TEN-FOOT STRAIGHTEDGE, NOR MORE THAN 1/8 INCH ON A FIVE-FOOT TRAVERSE SECTION, THE EDGE OF THE SIDEWALK SHALL BE CAREFULLY FINISHED WITH AN EDGING TOOL HAVING A RADIUS OF 1/2 INCH. 3. EXPANSION JOINT: EXPANSION JOINTS BETWEEN THE SIDEWALK AND DRIVEWAYS OR AT FIXED OBJECTS AND SIDEWALK INTERSECTIONS SHALL BE 1/2 INCH JOINTS. 4. CONTRACTION JOINTS: FIXED OPEN- TYPE CONTRACTION JOINTS SHALL BE FORMED BY STAKING A METAL BULKHEAD IN PLACE AND DEPOSITING THE CONCRETE ON BOTH SIDES. AFTER THE CONCRETE HAS SET SUFFICIENTLY TO PRESERVE THE WIDTH AND SHAPE OF THE JOINT, THE BULKHEAD SHALL BE REMOVED. AFTER THE SIDEWALK HAS BEEN FINISHED OVER THE JOINT, THE SLOT SHALL BE EDGED WITH A TOOL HAVING A 1/2 INCH RADIUS. SAWED JOINTS: A SLOT APPROXIMATELY 3/16 INCH WIDE AND NOT LESS THAN 1-1/2 INCHES DEEP SHALL BE CUT WITH A CONCRETE SAW AFTER THE CONCRETE HAS SET. CALL LOCAL PUBLIC UTILITY NOTIFICATION CEN TER TOLL FREE 1-800-432-4770 MIN, 48 HOURS BEFORE YOU EXCAVATE CLEARWATER PUBLIC UTILITIES DIVISION ANDY NEFF, PUBLIC UTILITIES DIRECTOR (727) 562-4960 MECHANICAL NOTES 9. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 10. THE CONTRACTORS A TTENT/ON IS CALLED TO THE FACT THAT THERE WILL BE SOME UTILITY CONFLICTS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THE PROJECT. 11. THE CONTRACTOR SHALL EXCAVATE TO DETERMINE THE LOCATION OF EXISTING UTILITIES ADJACENT TO OR CROSSING PROPOSED L1NEWORK BEFORE STARTING CONSTRUCTION. 12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. 13. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED PIPELINES TO AVOID OBSTACLES AS ORDERED BY THE OWNERS REPRESENTATIVE. 14. THE CONTRACTOR SHALL Pf~OTECT ALL EXISTING STRUCTURES, STORM DRAINS, SWALES,SEWERS, UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. 15. CONTRACTOR SHALL MAINTAIN AT LEAST ONE 12-FOOT ACCESS LANE TO ALL EXISTING STRUCTURES. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS, BARRICADES AND FLAGMEN FOR THE MAINTENANCE OF A SAFE ACCESS LANE. 16. CONTRACTOR SHALL NOT BLOCK ACCESS TO ADJACENT PROPERTIES AT ANY TIME. 17. THE CONTRACTOR SHALL PROVIDE BY-PASS PUMPING FACILITIES, PUMPS, FITTINGS, LABOR, ETC AS NECESSARY BASED ON METHOD AND SEQUENCE OF CONSTRUCTION TO COMPLETE WORK WHILE MAINTAINING THE EXISTING WATER TREATMENT PLANT IN OPERATION AT ALL TIMES. 18. THE EXISTING TREATMENT Pf~OCESS SHALL REMAIN IN OPERATION AT ALL TIMES DURING CONSTRUCTION. ALL, PROPOSED WORK FOR THE WATER TREATMENT PLANT SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND WITH WATER TREATMENT PLANT MANAGEMENT AT LEAST TWO WEEKS IN ADVANCE OF PROPOSED CONSTRUCTION. 1. EQUIPMENT PAD DIMENSIONS AND EQUIPMENT ANCHOR BOLT REQUIREMENTS ARE DEPENDENT UPON EQUIPMENT SELECTED. DIMENSIONS INDICATED ON THE DRAWINGS SHALL BE VERIFIED WITH MANUFACTURER FOR ACTUAL SIZE OF EQUIPMENT SELECTED. 2. COORDINATE THE LOCATION OF SLEEVES AND WALL PIPES THROUGH WALLS, SLABS AND CEILINGS WITH OTHER TRADES. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL AND PROCESS DRAWINGS FOR SPECIFIC REQUIREMENTS. 3, THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. 4. LOCATIONS AND NUMBER OF PIPE HANGERS AND SUPPORTS SHOWN IS APPROXIMATE. PIPE HANGERS AND SUPPORTS SHALL BE PROVIDED BEFORE AND AFTER EACH UNIT, DEVICE OR EQUIIPMENT, AT EACH PIPE BEND OR TURN AND GENERALLY NOT EXCEEDING THE SPECIFIED MAXI MUM SPACING. 5, NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHAI\JICAL EQUIPMENT. 6. ALL EXPANSION JOINTS, COUPLINGS AND FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. ~ ~ ... ~ ... ... DESCRIPTIONS N DATE 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 EB0006691 CITY OF CLEARWATER RESERVOIR No. 1 DATE: MARCH, 2002 SCALE M&C FILE NUMBER REVERSE OSMOSIS MCE PROJ. # 00992-0085 DRAWN HORIZONTAL: DRAWING NUMBER WATER TREATMENT FACILITY DESIGNED NA CHECKED VERTICAL: 0-2 PROJ. MGR. NA GENERAL NOTES ('T A TVS: REVISION J 90% SUBMITTAL ~ to ~ ~ o N ~ ~ I REV.Nn 81 9 Iii SEAL SEAL www.mckimcreed.com @. AC AC ABD AFF AL./ALUM. ANCH. APPROX. AVE. BLDG. BLVD. BM. BOT./BOTT. C C. C.B. CHKR CIR. CLF ~ CMP COL. CONN. CONC. CU, D. DBL. DHW. DISCH. DLW. ON. DR. DRWY E,W. EA. EL./ELEV. ELEC. ERCP ETC, EXIST, EXP. FT. FF. FTG. GALV. GDRL GEN GI GPM GRTG. G.S. GR./GRD. GWP HDWALL H,R. I,E. IN. INV. IP IR J.B. ~ 8 r...: .... (:) .... ~ Ci) ~ ~ C'i ~ ~ o 2 i ~ 9 en REV.NO. GENERAL ABBREVIATIONS AT ACRES ASPHALTIC CONCRETE ABANDONED ABOVE FINISHED FLOOR ALUMINUM ANCHOR APPROXIMATE AVENUE BUILDING BOULEVARD BEAM BOTTOM CHANNEL CONDUIT CATCH BASIN CHECKERED CIRCLE CHAIN LINK FENCE CENTERLINE CORRUGATED METAL PIPE COLUMN CONNECTOR/CONNECTION CONCRETE COPPER DEEP /DRAIN DOUBLE DESIGN HIGH WATER DISCHARGE DESIGN LOW WATER DOWN DRIVE DRIVEWAY EACH WAY EACH ELEVATION ELECTRICAL CONDUIT ELlPTICAL REINFORCED CONCRETE PIPE AND SO FORTH EXISTING EXPANSION FOOT FINISHED FLOOR FOOTING GALVANIZED GUARDRAIL GENERATOR GRATED INLET GALLONS PER MINUTE GRATING GALVANIZED STEEL GRADE GUY WIRE POLE H EADW ALL HANDRAIL INVERT ELEVATION INCH INVERT IRON PIPE IRON ROD JUNCTION BOX JT, LG. LN. LP MAX. MB MCC MES MG MON. NG N.T.S. NO. ~ OPNG. PLCS. POT PP PROP, P.V. PVMT R. RCP REF. REINF. REQ'D RESTR. RW;R/W SAN. SEC. SGL SPRK SQ. SN ST, STL. S/W;SWK SYM. TOB T,&B, TEL TEMP. THK TOS TYP. UG UP UT UNO VERT. W W/ W/L W.L. W/M IN,M. N.P, W.S. WTR. INSTRUMENT/CONTROL SYMBOLS SYMBOL DESIGN A TION NONE DESCRIPTION INSTRUMENT SIGNAL POWER ACTUATOR (VALVE SYMBOL AS APPLICABLE) FIELD MOUNTED INSTRUMENT ~ o [OJ NONE VARIES V ARIES PLC OR COMPUTER INTERF ACE INSTRUMENT/CONTROL IDENTIFICATION FIELD MOUNTED DEVICE _ / INSTRUMENT/CONTROL IDENTIFICATION 1 _ -G:JnH/ CONTROl PARAMETER (\'MERE APPLICABLE) "\ - ~ pH ~ INPUT/OUTPUT SIGNAL DESCRIPTIONS DAli \ PIPING ABBREVIA TIONS JOINT LONG LANE LIGHT POLE MAXIMUM MAILBOX MOTOR CONTROL CENTER MITERED ENID SECTION MILLION GALLONS MONUMENT NATURAL GR'OUND NOT TO SCALE NUMBER DIAMETER/PHASE OPENING PLACES POTABLE POWER POLE PROPOSED PLUG VALVE PAVEMENT RADIUS/RISER/RELAY REINFORCED CONCRETE PIPE REFERENCE REIN FORCED /R EIN FORCING REQUIRED R ESTRAl N ED RIGHT-OF-WAY SANITARY SECTION SINGLE SPRINKLER SQUARE SIGN STREET STEEL SIDEWALK SYMMETRICAL TOP OF BANIK (DITCH) TOP & BOTTOM TELEPHONE TEMPORARY THICK TOE OF SLO PE (DITCH) TYPICAL UNDERGROUND GAS UTILITY POLE UNDERGROUND TELEPHONE UNLESS NOTED OTHERWISE VERTICAL WIDE FLANGE/WIDE/WATT WITH WATER LINE WATER LEVEL WATER MAIN WATER METER WEATHER PROOF WALL SLEEVE/WATER STOP / WATER SERVICE WATER ABD ABANDONED ARV AIR RELEASE VALVE ASV ANTI-SIPHON VALVE AV AIR VENT BFP BACKFLOW PREVENTER BFY BUTTERFLY VALVE BCS BLACK CARBON STEEL BPV BACK PRESSURE VALVE CC CALIBRATION COLUMN BV BALL VALVE CMP CORRUGATED METAL PIPE CO CLEAN OUT CORP CORPORATION CV CHECK VALVE D.I. DUCTILE IRON DIA DIAMETER D.I.P. DUCTILE IRON PIPE ELEC. ELECTRICAL EXIST. EXISTING FCV FLOW CONTROL VALVE FH FIRE HYDRANT FL FLANGED FLC FLEXIBLE COUPLING FM FLOWMETER GLV GLOBE VALVE GV GATE VALVE HB HOSE BIBB HDPE HIGH DENSITY POLYETHYLENE MAG MAGNETIC FLOWMETER MH MANHOLE MJ MECHANICAL JOINT PD PULSATION DAMPENER PE PLAIN END PG PRESSURE GAUGE PRV PRESSURE RELIEF VALVE PS PUMP STATION PVC POL YVINYLCHLORIDE QC QUICK COUPLING RCP REINFORCED CONCRETE PIPE RED. REDUCER SCH. SCHEDULE SS STAINLESS STEEL SSMH SANITARY SEWER MANHOLE TBR TO BE REMOVED UE UNDERGROUND ELECTRIC VERT. VERTICAL PIPING IDENTIFICATION FLOW/STREAM ~ SERvfcE PIPE SIZE~ 4 PW 12 PIPE LINE NUMBER /; PIPE SPECIFICATION ~ CONTAINMENT PIPE /' (IF REQUIRED) P1 /P12 ... \. FLOW ARROW NOTES: \. PIPE 1. FLOW STREAM AND PIPELINE NUMBERS ARE SOMETIMES OMITTED. FOR THE ABOVE EXAMPLE THE PIPE WOULD THEN BE SHOWN AS 4(P1). 2. PIPE SPECIFICATION IS OMITTED ON PHYSICAL PIPING DRAWINGS. 3. PIPE SIZE IS IN INCHES. 4. NO PIPELINE NUMBERS ARE ASSIGNED TO EXISTING PIPING, VALVE IDENTIFICATION 6 NOTES: 1. SEE VALVE SYMBOLS FOR DESIGNATIONS 2. VALVE SIZE IS IN INCHES SEAL SEAL A C D E F H K L M P Q R S T V W X Y z F L Q..\!y ABBRE~8. TIONS AMM 19% AQUA AMMONIA BL BLENDING WATER BW BACKWASH CA COMPRESSED AIR CLG CHLORINE GAS CLS CHLORINE SOLUTION CIPF CLEAN,-IN-PLACE FEED CIPP CLEAN-IN-PLACE PERMEATE CIPR CLEAN-IN-PLACE RETURN CR CHEMICI4.L REAGENT DA DECHLORINATION AGENT DR DRAIN CV CHEMICAL SYSTEM VENT FECL FERRIC CHLORIDE FM FORCE MAIN FW FILTERED WATER HOCL 15% SODIUM HYPOCHLORITE SOLUTION OF OVERFLOW PW POTABLE WATER RCW RECLAIMED WATER RE REJECT RW RAW WELL WATER SAM SAMPLE WATER SS SANITARY SEWER WW WASTEWATER PIPING _-.SE.ECIFICA TION D1 CEMENT-LINED DUCTILE IRON F1 SCHEDULE 40 BLACK CARBON STEEL P1 SCHEDULE 80 PVC P2 SCHEDULE 80 CPVC P3 AWWA C-900 & C-905 PVC P4 SDR 35 ASTM D-3034 PVC SEWER P5 SCHEDULE 80 PVDF P6 PVC HOSE P7 AWWA C-901 HDPE TUBING, DR-9 P10 PVC SECONDARY CONTAINMENT S1 SCHEDULE 105 316 STAINLESS STEEL INSTRUMENT/CONTROL DESIGNATION FIRST LETTER MEASURED OR INITIA TING VARIABLE MODIFIER READOUT OR PASS! VE FUNCTION ANAL YSIS CONDUCTIVITY / RESISnVlTY DENSITY VOLTAGE FLOW ALARM DIFFERENTIAL ELEMENT RATIO HAND CURRENT TIME LEVEL INDICATE L1GHT(PILOT) PRESSURE/ VACUUM QUANTITY /EVENT RADIOACTIVITY SPEED /FREQ, TEMPERA TURE VISCOSITY WEIGHT START/STOP POINT(TEST) INTEGRA TE/ TOTALIZE RECORD SAFETY POSlllON www.mckimcreed.com Fax: (727)461-3827 SUCCEEDING LETTERS OUTPUT FUNCTION CONTROL SWITCH TRANSMITTER VALVE UNCLASSIFIED RELAY DRIVE MODIFIER HIGH LOW INTERMEDIATE UNCLASSIFIED CITY OF CLEARWATER LEGEND EXISTING PROPOSED \'\'\IIUIHII"I~ ',\.\\",\\' >i;J. ,.~' I.... ~ ' ~. , ,\, I b.. .. ...__ " ....' .....,... '. ,~ '''.' JC4' ~ ~; .' ([0' . : ' " Ii." ll'.i,~". ~ :e:, ''80: \ ~"~ (,: ' , ,:<: ,} ~ '" ~~ <' It! . ) ~ _ of ,{ :'6: = ~ "\ "l. " ,,~ . ' "..< . &CJ ; ~ ""~.. '," '1,' I< /'<"~o\<-'" ',.. ~ .:, \ ~ '~"'. ~9\\ \~o.o. {,~ / ....., ,,":('o~~ ., .t ~,.,,~. ~.' ,,\ ..,," , "'V'31"~'''''' ~~ , \ '" U r'" '.Jo~\' ",i flUI ' PIPELINE --{><J-- ---1"'-)-- ----j 0 f-- -----1 6 f-- -f>- -0- --0--- __ _ -{L __ ./M,H. -- --- --{]- - - C,8, GATE VALVE BUTTERFLY VALVE BALL VALVE .~ N 101 IAI ~ o PLUG VALVE REDUCER AIR RELEASE VALVE ~ GAS VALVE MANHOLE CATCH BASIN . M.H. o C.B. A f.H. ] --r-- .D. F.H, FIRE HYDRANT ----j CAP /PLUG g --Rr-,- --D>-- -1~~- --- I - - --1 ~- .---- I I , FLOW CONTROL VALVE ~ GAS CHLORINATOR 0> I~I ,II I QJ ~ SOLEN 01 D VALVE ORIFICE PLATE -$- 4- QUICK COUPLING BACK PRESSURE OR PRESSURE RELIEF VALVE -i----:}- ~- FLOWMETER t:::::l V1 CHECK VALVE A =t ~ o I ~ AIR RELEASE VALVE ~ ~ ~ rv II' ~ PRESSURE GAUGE PULSAllON DAMPENER - ----g---- ---- STRAINER --Ill-- I UNION ~Y-+-~ FLEXIBLE CONNECTOR BEND ~'EE~ REDUCER . q~ PIPING. VALVES AND FmlNGS WYE .A CAP BLOW OFF'/~ 1" HB ~n~ 01<1 I ' HOSE BIBB TOP OR TOE OF BANK x x x CHAIN LINK FENCE x x x _I_j_ ./.. / / / / / / / / / / r-r-r-/ / / / / / / / / / R/W OR PROPERTY LINE PIPING, STRUCTURES OR EQUIPMENT TO BE REMOVED SILT FENCE ..................................... .............................-.... i i i i i i i I I i I I I , , , , , , , , , , , , , ---------------- 52------------ ------52---- CONTOURS 49,00 + ~+ SPOT ELEVATIONS ->-----7--- DRAINAGE PATH -- ~---?-- a.PP POWER POLE x:x LIGHT POLE a. UTILllY POLE iW WATER METER SPRINKLER SIGN (SN) TRAVERSE POINT IRON PIPE CONCRETE MONUMENT * _0.. 6, o o C,M, MITERED END SECTION I~I RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY DATE: MCE PROJ. # DRAWN DESIGNED CHECKED PROJ. MGR. MARCH. 2002 00992-0085 LEGEND, ABBREVIATIONS AND SYMBOLS eTATVS. 90% SUBMITTAL CAP SCALE HORIZONTAL: N/A VERTICAL: NA M&C FILE NUMBER DRAWING NUMBER G-3 RE'v1SI0N ) 1 STY MAS SLDG 1 STY MAS SLDG 1 STY MAS SLDG 1 STY MAS BLOG 1 STY MAS SLDG I POOL AND DECK I >< I "p6' BOARD FENCE I ' " , GI GE=68,75' IE ~~ = 66. 8:;;' (12::PVC) iE E=67,2.3' (12 PVC) IE S=66,g1' (12"PVC) GI GE=68,39' IE N=66,42' (12"PVC) IE S=66.40' (12"PVC) ~c9 *- <{9 'S' xj;> GI (IN/RAISED TOP)-+-=~, , xd! GE=69,01 " ~/ 'f9 IE ~~=67, 28' (12"PVC) I '9 IE S=67,21' (12"P\fC) '1?/'1 -1""J,/ x ~g;p I I <,c1t I 'lJ aJ 'aJ I -10':>," -..J I ~, I I[ II , I " II I II " II I II >< II I ffilt 1/4CLS ///,,\i); >< ~~ I~ 'x~ I x 1-1/4"PVC *AND PIPE J WATER j:I::T(3nGALVA IZE: PIPE)~ V () 9,91 " · " -b _-b I < eRAI<L'", _ , " I I '- 2QR\ 0 _ EXlSTING"., '..'" 20RW - - -"- - - - -I'-I-~lj" /' ---::J " SO METAL COLUMNS I <?'1P FUEL TANK .... ~ ')-------- I 1 " " 0 M,'" 2/'1"OIP (RISER I/-JITO rATE TAN') _ " C,"C ~ .... · T q'ifCURB 0 I I I Xl( ~ E TANK _ -b-Me . 1 I NOTE 1 SMG WATER SlORAG L<?<& .~~ ~ -j" I I '0 r: CDNC. V' ')- - JlRJ! - - - - - - - + --I '1, 4' I SIDEWALK 1'4 X~ --- ;~~ : $~ ~ I ~ 1 . I'.. TO BE REMOVED , X " "I :}:'-b ... AQUA ~y OTHERS ,/<. r-b 1 ,,,' AMMQ~A '-b X "- .. 1 '-I' BUIlOlNG B'Pvt'STANO PIPE "x. "'/ I "I'.. 0 /15'OIP C"NG J.... "- · : t (USE UNKNOIIN) Y! I 1 '.J' NOTE 2\ XX .~ I --.!" X ~I It 0 ! ffi ~~ ~" X- I ~I,~ ~ " N I ~ NOTE 2 ;;::.. I I --.! ' r;;1 ,*y! · sl i::: .... U ~^ ~... .w I '-l' '-b. '.. . -)< i ~ : ~ G", X'<'<. ' i ~I ~;, 8 X- I~ ~6 TBM # 3 T ,,,,- 0 ,'" SETNAll09DE---1... 1 ~ @l ~ "x ulp , 21700 ; u : ~ 0 ,,' "@."'x,^^' EL=72.27' I ~ I ~ ~ ; i 1 ~ NOTE 2 '0 ' (~"'~ ",'~~~" ~~""'~"''''~'''''''~''' ~"'''' ~~'" ~~~"''\ ~~""~'" ~'" "" ~'" ""~'\ ""~""~"''''' ~ I I I I I I i I I I I I I I f I Ul f ..,,~ EJ I g~ 1 iJ:;; "\ ""' 'e", ^- _ _ _ _ _ _ _ _ _ _ _ _ _ _ ;f,& I> ~ _______-y · I ; ~~ _ _ Ji.4: 1-'-.3.tlfL - - -- - - - - - - - OR';'';;',rAL SURVEY-CONTRol-LWES (rye) _ _ _ _ _ _ _ _ _ .. _ 563..25 (F) ~ ------------------- H (SEE DETAil ""EET 2) -------------- --- SOO'10'16"W OjA(CJ) 1104.57' OjA(C,F) 4' @ " I x~ .", " I ~ x 'u> 1 1/4CLS d! CONC VAULT ~-'I") TOP PIPE EL E-W==67,55x (24 DIP IJ ~ ''? 'f9 ''l x~-' 6J> ',9 x GI / GE=69.22'" / iE E=68,22' (3 ~VC) ---.I iF W=67,94' (12 PVC) '- PUi>AP STATION BUILDING FFE= 70.05' ~ 'q.. ) x OJ> '" x OJ> '-d> d! x :f", x '--* ~u> OJ> '0- x OJ> .~ 'f9 ." E:/P __ ---* 'f9 '~ "J> .{.> OJ> '~ I I I i I ~ () l;:;j ~ I () I J I I OJ> 'f9 SODIUM HYPOCHLORITE ROOM () o z () ."" ~ x OJ> ''?9 c1! X <9~ ASPH DRIVE o o z () x 'f9 '~ ---- OJ> ~ '? ____ '1?~ -->r 'f9 ''?9 OJ> '-j. OJ> '~ ..g> r8 NOTE 3 ;:j 8" TIMBER330RDER 'f9 '~ x'f9 '.,> E/P x'f9 '0' x OJ> 'S' x OJ> 'S' -- NOTE 3 ~ ,,()' X ~7" ~~x ,<>,?' )( 30' ~'" 7' CLF WI BARBED WIRE TOP ~<o :\', X G ~') x'O \)":l :$)' ~ ,,~' G @28" 51 x BULLPEN AREA CONC :\~'f x >< I I @l"I ~ :\$' ~ :$). .... p ~ I @l"'I~ SILT FENCE TREE PROTECTION (TYP. ) 13 M LJ ~ 8" TIMBER BORDER x NO # ~LF, ELEC GOES _ x __x- x - x - - - -. :\<:;y<V CONC UNDERGROUNR-z-: ' *- ' _ x ;5 6' ClF / ,_ x- ~- ,-- , 6' ClF "J-- NOTES: GS 1. REMOVE PIPE FOR INSTAllATION OF VALVES AND FITTIN . \ LEGEND: GROUT PLUG AND ABANDON EXISTING PIPEUNE, ""'" ITEM TO BE REMOVED 2. REMOVE OR . i ' " " 3. REMOVE 6' CHAIN LINK FENCE WITH BARBED WIRE, ; X TREE TO BE REMOVED 4. REMOVE RACOUETBALL COURT. ~ D 5. REMOVE OVERHEAD POWERLlNE AND POLE. * SILT FENCE TREE PROTECTION EMOVE 3' HIGH WOOD POST & CONCRETE SIDEWALK TO 6. R NEAREST JOINTS 6' elF 1.6'X21.Q' METAL SEAT '\'~ X :\,".:> x ~~ x'" 8' CLF SIR 5/8" FDC LB 6707 GPS PT, :::i!: 0- 10 ~ (5 N ~ ~ ~ q (5 o ~ ~ ~ f,'l m 9 en @5" x-" ('" @14' ~ .,> @9' SEAL SEAL CITY OF CLEARWATER DAlE www.mckimcreed.com DEMOLITION PLAN REV.NO. 1 STY MAS BLDG \ \ \ \ \ \ t\~ ,,] \ \ \ \ \ \ \ \ \ ~\ '\$' \ \ \ \ \ ~ \ '\()' \ \ \ \ \ \ \ \ \ ~J l x 'f9 'q.. I I Ix ::> 'f9 ~'~ " I I I I I I I I \ I \~ I \ 0.1 ~\<6i 1 ~\:t S\f( x~~ \ t;NOTE 2 ji:t 2~: Il\S1DE ~l~~-W/ UllUTY OlE ,\784 ~"'''''~'''''''~')''''~'''''''~'''''''~~'''''''~'''~ ~~"" "" :f ( a~;.~s \ .r ~ ~ "" "" "" ,,~~ '" ~ '" ~ ":::~~~~'" '" ~~"'~~~ ~ ~ ~ ~" ~,,~ ~~~~~~~~~~",l:,,~~ '"" ~ ~ Z~" , ~~ "'" '" '" ~ ~ ,~ IoOOl POST TOP EL>71.21 , WELl 131 x \ (T'iP) GROUND El. 7Q.l \ (TO BE REMOVED) f(TO BE ABANO<INED) \ ,,~') r& x x"<:;Y 2 lX2 7' ELEC GOES WOOD' TRASH UNDERGROUND BIN wi ELEC ~~ BOX & METER z..-. roo" 3,O'XU' NO # '),'\. METAL ::\(). - ~ -rBENCH ~;)- - ~ _0.. (), <:;y'<Y ~ x--~x '" 8' CLF RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY 6J> '.$) X ~.9 0> riO' ~ 5Z' @ x~-' ""-SILT FENCE TREE PROTECTION (TYP. ) G ()":l ,,()' 1.5'X5,Q' METAL TABLE C---. BASEBAll FIELD ",'? x'O NORTH STORM INLET TOP EL =67.45' , N ll-IROAT EL=66.6~ S ll-IROAT EL=66,71 , INV EL 12" CMP (W) =64,40 INV EL 12" PVC (S) =65.58' E/P x ~~ 9 x6J> ." "x ,,~' o 12' f 0' 7'@ NOTE \0. x"o" o o 0 11" 4 CONC WALK o o o ~'" x'O o o o 9' :lD @ 0 v s>' WATER = ~ BACKFLOW PREVENTOR ~l '<>~' ~') x'O >!l'> XV SIR 5/8" FDC LB 6707 GPS PT. DATE: MCE PROJ, # DRAWN DESIGNED CHECKED PROJ, MGR, M&C FILE NUMBER MARCH, 2002 00992-0085 SCALE HORIZONTAL: 1"=20' VERTICAL: NA DRAWING NUMBER D-1 rT A TVS, \ REVISION ) 90% SUBMITTAL x I x I x I x I (Jl fix I -::: OJ ~x I x I x I x I ! x I x I x I-$- x I I x I x I 1 STY MAS BLDG ~-A-- --l"UJI ~g~i <rU11 -0 OJ ci I --l OJ . -..J I ~ I f I I I I I 1 f I I I I I I I I I I I I I I I I I I I I 1 I I I I I I f I I L2! .......... i---I <'-!/ N CX:>/ NI J I -----I t-I ~J }:::/ PI ~I Vl) I I r I I I I I I I I I CONNECT TO EXISfr-. FENCE I I / I I I I I [] [] [] ODD CONCRETE PAD BOOSTER PUMP STA TION VENTURI FLOW METER 1 STY MAS BLDG 1 STY MAS BLDG POOL AND DECK GI GE=68, .39' IE N=66,42' (12"PVC) !E S=66.40' (12"PVC) L 1 STY MAS BLDG I x I P" BOARD FENCE ~ v x '~-x -x CONC MES 6'CLt /8Vvf INV EL 18" pve 66,35' )( -x ~x -)(-x v SWALE n~ ---A-___ ^ ^ ----------- ---------- S01'S8'07"W(F) PUMP STATION BUILDING FFE= 70, 05' INSTALL HYPOCHLORITE FEED PUMPS GI GE=69,22' IE E=68,22' (3"PVC) IE '1'1=67,94' (12"PVC) l~ ~ SODIUM HYPOCHLORITE ROOM (/ o z (/ )> z:: --i rr1 z:: z:: )> 40'R GR A VEL 5MG WATER STORAGE TANK EMERGENCY GENERATOR BUILDING EXISTING FUEL TANK 6" CONe 8 CURB R GRA VEL " 'CO"'~C, SIDEW~L.K 'T' , . '. . . .' . AQUA AMMONIA BUILDING . . J. . I~ 1811 HCI)NCRETEPAO CHEMICAL .. '. "~I '. STORAGE '. ,~. .' AND FEED > : ".,.~I.. ..' 't_ ^ --------, I 4 J (/ o z (/ I 1 I I 10 (/ I)> 0 1M z I (/ I 1 1 J ;6' elF EjP ___ DBL. GATE, 6' CLF (TYP. ) ----' ~ IJ[]D BLENDED WATER PUMPS ............ ASPH DRIVE ~ -E/P' FUTURE BUilDING EXTENSION REVERSE OSMOSIS BUILDING F.F. El. 70.50 EXIST. 20'X10' CONCRETE PAD ---- .J: ....Jo, Z() x Wzo, <-'w~ .'~~ DRfVEWAY'-~: ~ CONCRETE PAD ~'-'_._._._'-'-'- 188 I ()()()C) L-,_._._,_,_._._, DUAL-MEDIA FILTERS 0,000 GAL BACKWAS rHOlD'NGl TAN KS I I I I I ~ I .,,;:u o I ()~ I~[jj~ I~OJ'"'"' I -..J -0 , -000 - -=63~2~~~ ~ -/-(-C F-) --~~ ~0 - - - - -- -- - ;oo,~,~~ ~/-A -(C ;)- - ~ -.-?i1..=-31'lfl_ - - - - - - - - - - -HOR7z0NT"AL SURVEY-CONTROL-LiNES (TYP) - - - - - - - - -- - - - - - - - - - v^-- - - - - - - - - - - - - -~? 1104.57 0 A , ' (SEE DETAIL SHEET 2) ~ ~ ..- ..- o ..- ~ ~ g q ~ ~ ~ o s;j ?J ci:i REV.NO. 6' ClF (TYP.) DESCRIPTIONS DAle: SEAL SEAL 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 www.mckimcreed.com ~ SIR 5/8" FDC LB 6707 GPS PT. 1 STY MAS BLDG TOP OF BANK 6' BOARD FENCE APPROXIMA TE PROPERTY LINE 1 STY MAS BLDG 3' CLF ~x -- STORM INLET TOP El =67,45' N THROAT EL=66,65' 5 THROAT EL=66.71' INV EL 12" CMP (W) =64.40' INV EL 12" PVC (5) =65,58' x 3' ClF/l/ FCIR 5/8" I PLS #2744 x -- - --- -- ---- -----:~ - - =.;:.=;-- E/P , , , , , \ \ \tfl ,:...> O. ~ \,<tP. '--i 1'--2 0'. , 0'.. ,.-;;::;,~ ..../\5 , \ \ \ \ 4. ,.' .' \ ... .' .~. _ 1 :. \ \ \ \ \ \ f>'\ '-SOD \ ::.Cjk. 5' CONC. WALKWAY . . ," iii <tI ,. . ., :4 . , \.. ." . . .\ SH:~.51 ,:.J., "a\~FDC.'( $707. . \ GPS. P: '. :. SPHA TPA .ED . ARKI . at.. ,.}. . 'w ~:'. '" ," .0 ~.. .. , '::- . R toBL. ~G'ATE," 6. elf ...... TYP. .. '. \ '. ,,' ... \,' " . ~: , . \,'. . , .' ..' ....:~ .:. "'ct: 'ILRIVE~A'(~" :'.' '. .: ..' ..' ':'. \. .' , : . . . . . \ \., . -:. " .' I'. 6' ClF (TY? . ) BULLPEN AREA <3 8" TIMBER330RDER ~ 8" TIMBER BORDER x NO # 8' ClF ELEG GOES __ x - <:- x- UNDERGROUND ~ ~ -- ~ 6' CLF ~__ ~-- :5 :z ,- ,- ,- ,- 6' eLF \ x \ x \ CITY OF CLEARWATER ASPHALT PAVED DRIVE (TYP.) '\ \ \ , , \ \ , \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ , \ , \ \ , \ \ \ \ \ \ ~~ ASPH DRIVE E/P PROPOSED STORMWA TER POND PPROXIM TE /w LINE MATCH EXISTING SIDEWALK TO PAVEMENT RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY SITE LAYOUT SIR 5/8" FOC LB 6707 GPS PT. DATE: MCE PROJ. (I DRAWN DESIGNED CHECKED PROJ. MGR. MARCH, 2002 00992-0085 CT ATUS, . '. . ." o ~ o o o o o ~ u o 5 u o .,.. D~j-- o l/) I ~ #2- 9 o u o '" o o o o o o o ~ o o GI GE=68,75' IE ~~=66,82' (12"PVC) IE E=67,23' (12"PVC) IE 5=66,91' (1Z"PVC) ~ rrx -~ -x -x -x _x6'CLF<B'I~. --x -x -x -x -x --x -x -x -y ........:1 -x -x --x -x _-v x ~~..l<--x\ x ~/ v v ~ v v v v V V v \ vX g~~~{6;I,SED TOP) --i--~ fIil IE N=67.28' (12"PVC) I ~ SWALE L-=:J IE S=67,21' (12"PVC) " I x I " I x ! x I x I x I x I x I x ! x I x I ^ ^ ^ ^_ ^ ^ ^ -.A----. - - - - - - - - - 4J3:oo'tF) - - - - - - -- - - - - - -- - - - - - - - - -- - - - - -- - &>- - - - =+ - -1-- I =:::1:::= :: X \ - I 1 \ I I I x \ ---------1 1 I --.------~- -- ----4--- la J x~ \ RETENTION I I ~ TOE OF POND x SLOPE}A J I ----- x I x I D \ \ \ "'-- x X .lr __ __ =_=_=_-- - \ __ _ ->' -1- _~---- _-_-=~~:::;:;:::::::~::x:::~c:::::~::-:?-v:::--- x-- -::~- ----- ~- -: - ----- ~----------------::::::::::::::::::f::::7- ---- SWALE",:::> -- - 1#095237-042421 - - - := --------------- ~ {, n_ ~ WI TRANS ~glg~E ~~-----6- ^ ~c BANK _ _ _ _ _ _ ~Q~5~'~"W(F) -- C SIR 5/8" 433, QO'(F)- - - - " - - - - - - - ~ FOe lB 6707 _____ " \ TRAV PT _____ HORIZONTAL SURVEY \ \ ______ CONTROL LINES (rY?) : \ ~ (SEE DETAIL SHEET 2) /' -Y-- \ \ ASPH \ DRI VE \ \ ELEC GOES 2. 7'X2. 7' UNDERGROUND WOOD TRASH W/ ELEC BIN " BOX & METER ~ 1.6 X21.0 ~_~ METAL SEAT 3,Q'X1,3' NO # METAL CONC --- :1~- , 8' c~) 1.5'X5,O' METAL TABLE (BA~A~ FIELD " '.' .:0 .0 ,..0, o o o o o o CONC WALK o o o o o o o o o o o o WATER =0 BACKFLOW PREVENTOR SCALE HORIZONTAL: 1"=20' VERTICAL: NA 90% SUBMITTAL NORTH () z o u I I I (lJ ct: ::l () U Z o () N I..... Q? W ~ l..LJ 0:: a::: f- 8: ~ z:: <( (/)~ ~ ~o:: 0<( w o..l5 r;;. f- 0:: ..... -' 0.. <(0:: , W:r: w I 3?i~ <( ~I a. ::= o v I, x #2-48071 M&C FILE NUMBER DRAWING NUMBER C-1 REVISION J '" I '" I x I '" I '" I '" I " I I x-z, '" '..> I " I x I " I I " I x r~<9 '" I " I I ! OJ ~-XI -..., CD' ~x I x I x I x ~-z, '., x i I x I I x I-$- x I x I x I I ? ''':> ~ ;n ~ r:..: o ~ ~ 8 ~ o 8 ~ 9 ~ ~ 9 ~ (j) (j) 9 en 1 STY MAS BLDG GI GE=68,75' iE N=66,82' (12"PVC) IE E=67,23' (12"PVC) IE 5=66,91' (12"PVC)-\ -.:i.--=-~~~ --s - X _..1<-_ \ -z, V" '\ x ......,-J<-->M<---'-><-<;;r- · './ 'ff~ ~<9- 'ff03OOf ~<9 ~ p::q tx<Po x '19 I:I::tJ ~i:I'<9 ''':> ...> -z, ~x<p' ~'" ...\6' -z, '~<I'., '''} 6' ...\ ^ 'q,L~ {,-~~ b' r~B I L x t-z, \ <?s ~s '(?-z, xV , lL 1 STY MAS BLDG r---- I \ I ! x '19 './ ^ X...\ "'<I' J ~ 6'CLF lawF ? -x M_:( --;( --x --x --x --x --x --x _.:t'~__'J V-X V v --- X ~ ~ ^ .--D.-- x ~" __"t! -'.v'" I-X -x -x --x -x {?v v X~":>(?~1!h GI (W/RAISED TOP) I $>""" U GE=69,01' :'19 ~ ~ Vf~ IE ~;=67 28' (12"PVC) : '/ <f?o J::~ i:I'., IE S=67,21' (12"PVC) I '19 "'., ~ '19 ' .... ., <3- :J ~ 4' @ X...\ "'S ~.Q 0 -z, 1/;> 'f> lJ X-z, '15' " \ '., ~ o I ,--x x '19 ...> '19 'cl'X G ODD 000 BOOSTER PUMP STA 11 ON VENTURI FLOW METER x ? ./ SWALE ^ -z, 'J) ~x -z, ,,..> ^)( ^ ^ x -------- ? ~ ./ ~ GI GE=69,22' IE E=68,22' (3"PVC) IE W=67.94' (12"PVC) 5MG WATER STORAGE TANK X-z, '<I' ~~ ..,. ------,-------- ~ ~ ? ./ ~15' 17"~ r-'-'-'-'-'-'-'-'- i r:---~ 8 :~:V FUTUHE I x10 1,.:> x L-,_,_,_,_._,_-}-. V x ",,~ x 0,000 GAL BACKWAS rHOLDINGl TANKS I @ ,.. 1"",- SILT FENCE TREE PROTECTION TYf? '\', X G r:7f U ~Kl" @ I / li L'" " ~ ~ REV.NO, DESCRIPTIONS DATE , RFVlSIONS SEAL SEAL " NORTH 1 STY MAS BLDG 1 STY MAS BLDG 1 STY MAS BLDG POOL AND DECK S-1 STORM INLET TOP EL =67.45' N THROAT EL=66,65' I Is ll1ROA T EL=66,71' INV EL 12" CMP (W) =64.40' " INV EL 12" pve (s) =65,58' I IE 12" PVC (SE)=64.40~ .;> r ..,I< 0,''' ~' ~' ~\:). if , FCIR 5/8" I II INV EL 12" PVC 66.16. ," BOARD FENCE APPRO.MAlE PROPERTY u,: , ~~, .g? "i}' PLS #2744 " I i '~ _~~--q--, * =~~_X-=,,- x'\ x _",'Y ",.... L~ ----------------::::::.:::::::::::~~--- ~7 - ) III ", ,,'0',,'0 -V '-y--' ~ x _ x __ x. ~/___~-~- -:::- -::::::::::::---------------:::..----- - '\'> ~'Y ~1f I ...~. _ ___l<----... __ _ #' _______________,,,"',,>C,,,",,""-'""'~"""-"-o,,~---------------- ___ - -,~ - · #' ~-~ · I I " -"~'~;;;"~.:" ~~"'" ~--~~~~~~ -~~;:,SD4242t-- "- .-~L~~~ ~0 a jl I ~ '0' 11"1]" WOOD _~~ "i!2I " 0 ~ 0 ~11"13" 8" ~---- ~21 r'::W ''(;- I I PI 24' BRIDGE 13" @ ,,'b'Y -J 0 c> I I @ @29' 12" TOP OF BANK ~o 6\ ..- 1< 1 ".@@@ .,," ,~'~, ",-:-'" """ ~ r'l, '" [~O'" ~.P ,.' @ ~ I '::" I i:l'J' S-2 ~ ....J--' I:"> ~ E/P __ ~~-I~ ~ ~ ~'& 11 ~~~~RE ~'" .~.... '~~U8Z I ~ f):. 26' x~, ~'~ TYPE E x~ x~ ~a II ~ 'CI@I' - ~ ~'b x'1901 MODIFIED INLET <f,. '-{J ~o... rY' ~s ~ 1}J8 ~ ' TOP ~"'I~ ,N i ~., ==67.99 ,E/P ~ Bl ~ I~~ - -~1' ~ j' . OO"ff. = liUo'" ~ . "'1'" :~J) <1'<9 x ~'l ~~~ 20" ~<1'~ WEIR EL=66.58 ~ 1#2- 9 J'r'-'o / @j IE=64.50~NW) 'f9 81 [ I ~ x6'~ 52" IE=64.50 ;r ... I ~ I~ ~ II '... @j '<Po'~ 1< 1< ___,)(- ~v' x%>..> 0 ;..> fJ' I~~ ~ 0 Ir'~ SILT FENCE 0 I --- TREE PROTECTI 20 L.F,-6" PVC I l! W (/) (TYP.) UNDERDRAIN r "'O~:1' I I w ~ I @ 0.10% SLOPE 'CI I I e:~ ~ x~'f I x ~,:"f~(t)~ ~;v I' ~rO~~ ~ I t=~ if 'HIGH./' I I WiS: 8S T~~) POST :, I I' ~ ~ ~ I 4: 1 B oj j 0... ; ~~1 12" @ I ~ I 1 STY MAS BLDG LJ '19 '0> r-- G! \ GE=68,39' E N=66.42' (12"P'/C) I IE 5=66.40' (12"PVC) '19 CONe MES , ~,~: .~~~1-' -, --'__}~~, I I i;9~~v'~: I ____l(______><\"~' <f?J~*~ :..>: 'ffo>j x~./ 1 \ --vi1-~ ~cr 1 \ I x I x ~ \ RETENTION! I TOE OF POND SLOPE0 / '19 "*' V ~ 'cr ";:...- ~I '6', x SWALE /" ?-..-z, ~'r 4" x-' <;'0 ~ j '15'". '19 )(',9 '19 '..> x !p' '19 x~ '15' III X I ~ '19 ''':>x ~..> " r f-o''''o '<5' I "o"<j. $", ">- m " n~~ w \ L~ \'" '\~ ,~ , J \~ ~ ~~ ~ x >< ...!:'?_* '19 '19 ~ '19 -z, '19~'~ S 7 '''; '19 --<? '0 'J)'!l> -,.:> ''%> ".;..> FOOT TYPE C I ~;D.B.I.-INQf:X #23'15: .. TOP== 69.10 1c:1 IE=67.30 '19 j '19 .~ I '03 -~' 4" ~ I " I x I ~ I ''%> PUMP STA'nON BUILDING FFE=70,OS' INSTALL HYPOCHLORITE FEED PUMPS x ~,..> o X'ff ..; SODIUM HYPOCHLORITE ROOM ~ j .' . .' '. . .' . . . ..' . ." . . '. . ," . . 'bBL, GA TE,' 6'ClF TYP ) , '., .",,:' '- . .., . . ~o,' ,,":> ,,<>" I ! I It~ f ,,' 1 ,,,"v ~ ,. o,~ ,::,:, I ' ~ >< I I #2-48071 I I I' I ~ I~ " I r II I I I II~?~ *x '\' ~' ~'b'i> )> z: M z: z: )> x '19 ,'" 4: 1 x~ 'f's --- . y 70~7 bO.OOO~ALJ BLENDING TANK Xcl! "'s PROPOSED STORMWA TER POND DHW==67.99 o o to to x..,. ... . '4' I ~ ~ r I , I I I III , I ~'Y I I I '\'" ~' o If) oci to I i FUTURE , BUILDING ! EXTENSION I I I I I I I REVERSE OSMOSIS BUILDING F.F. EL. 70.50 4 ~:. x'Q , . ./ a.. o a:::: w AQUA AMMO~A BUILDING x >< aDD 5--8 R CXJ ~' >< ....- X A 'C-.l ..- I u.: -.J I' I' WELL #31 S-5 FOOT TYPE C D.B,I.-INDEX #232 TOP=69.00 IE=66.51 :' *I ',6 . >< [;][8 ,...... ,I . -l cr, Z() x ~Z cr, W~ ~ '--' r>;:' X'ci 'I '>- <( 3:, ,':~ . ...., /' '0::1, ,- /.t 1 '0'0 Ii} ':l~ '\~' CHEMICAL STORAGE AND FEED 92 L. ~'fx . 'I. (MEET 1& MATCH , , .' EXIST, GRADE . ^>, FOOT TURNOUT . ,~. G- 30 INDEX, 515 . ' . . '!' .' . ." ,',,' . X-z, '6' ~ ,~ '- 'x"" -*- i1'~ 0 ...d .' '. '9> , ,':X, ...\.'.',' x'Q ~ x,<>",'? ","" X X x I$> ,\",. :b- ","" G ()c:)c:)() D~ 'Jo<? !O ~ ,,'0' CONC 0 WALKW- ~~. ,- @ : o G G G G x BULLPEN AREA 7' CLFZ1" " ",'\ x'Q ELEC GOES 2.7'X2.7' UNDERGROUND WOOD TRASH W / ELEC BIN BOX & METER '7 ~",~ -'..... 3.0'X1,3' NO # <:,"? METAL x --SSENCH ~ x-, x-- <::>- <::>'0 . ~->< '\~. s' eLF ~~l '0 91~AL-MEDIA FIL Tr-=.--r w 6' elF (TYP. ) ~ ",,,,, ",":> ",,,,. ",,,,'? x ~~ x"Q [j 8" 11MBER~ORDER o [j ~ >< NO # 8" TIMBER BORDER o - s' elF x __'*- x --,-c;:,-,-- x- J o g' @l 0 :\ 'Y WATER = ,,'b BACK FLOW PREVENTOR ELEC GOES , UNDERGROUND _ r- x --- ;), 6 CLF '-'J __ ~___ X'- x--- x-;( "'6" CLr x-1-- ~ ---- x r r '\ " '~ *- :'\~. 1.S'XS,O' METAL TABLE ( BASEBALL FIELD '\"', x r>;'\ x'ci r>;'> x'ci \ \ " \ x 1 ~5' ~ '2 I.G\ i 4" \CY~ 'C?.> @g' 100% SUBMITTAL MARCH, 2002 00992-0085 SCALE M&C FILE NUMBER RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY DATE: MCE PROJ. # DRAWN DESIGNED CHECKED PROJ, MGR, HORIZONTAL: DRAWING NUMBER 1"=20' VERTICAL: NA C-2 CITY OF CLEARWATER Fax: (727)461-3827 GRADING AND DRAINAGE PLAN LTUS ] REVISION www.mckimcreed.com - S------11 GI (W/RAISED GE=69,01 ' IE ~~=67,28' (1 IE 5=67,21' (1 20RW -------..........-- _ _ _ _ _ ~R.Jj__ ~ cO .... ~ .... .... ~ a:s .... (;Is o ~ a i q 2 ~ 9 ~ ~ ci:i REV. NO. 1 STY MAS SLOG L 1 STY MAS SLOG 1 STY MAS SLOG 1 STY MAS BLDG 1 STY MAS SLOG I 1 STY MAS BLDG STORM INLET I I TOP EL =67.45' N THROAT EL=66,65' I I ! I I ~Vll1E~O~]. E~~~6(~)' =64.40' " i . INV EL 12" eve (5) ,65.58' " P"I 6' BOARD FENCE ~ J , , GI I GI 23' CLF/ ~~I i i GE=68,75' GE=68.39' II IE N--6o~,42' (1'~_"PVC) FCIR 5/8. :: IE N=66,82, (12"PVC) , / 'II !E E=67,2.3' (12"PVC) IE S=66,40' (12"PVC) (TCJP OF BANK C-APPROXIMATE PROPERTY LINE ('3 CLF ~2744 ~ - ( f '1 IE S=66,91' (12"PVC) ~ I CONC MES /CONC MES. ," r-6' BOARD FENCE ~ x x x ~x '. '. .V _________ _~____:::::j-~ ) 6'CLF/SWf \ 6'CLF/SWf INV EL 18" PVC 66.35'", (INV EL 12 PVC 66.16 I / ~ ~__ ____'.: __::::: ::::~-_- PW r::;:x -x -x -x -x -x -x -x -x -x -x -x -x x x . --"-=-yv ~ ~ r'>J/x -x ~ x x V'" ~-\_ x v x x x v X .J<------~-"-- X <.} Wv.---x ~x -w<,rX --x -x -x, _ .. X- ~ "_ _ ____ _ =__=_ _ __ :::-- 0 ----II -v- --- -- ->./. ~----_'::::-___________l1Qv_______________ ~--------------_..J?t''tL------~-=-4--'(}-,.::r>tX~7---'---- ~J _,.,.. "~- v ~o:w ~ ~ V',x~::Y~x '.":' _~__ '. __ =~-",,--_--!=:=.r---- _ - - =--- - ~ --- ~_.1~~____ A. 0 _ __ xi -@ ij~ I r@l:<I"Ii>-----=----------::::::::::;;::::: :::::~1Vi~::::::=::::-=:::x:i09;;;;~~~;~2- 2: ~ - -- SWALE/ ~I- - TOP) - 16RW METER---'" ~ f - -- ---,-----::::------------, - W TRANS L--<>- o 2"PVC) ---- 1 I / 1/2HOCL9 I ,) I 0 2"PVC) I ^ T- I ,,\ I PI BRIDGE ~ ><1 II '" '" ~r - r-I ~ -- --- S<!'< CONe - ~ f I II I 24@@29'@1210, [ ~ , I @J" / 1/2AMM6 )', ,I ~ @J t ~ I ___ 1 f //// I """" CONC VAULT f~ TOE OF \ RE~\MRON I f E!P :~~ ill I 0< ~ / I / " 1 1/4CLS TOP PIPE EL E-W=67.55' (24"DIP) I ~ j rB26" I I / " "r"'. I I 4"" SLOPE~ / 'i e @", ' 1 E/P 0 ?l: r----.., 1-__ "/ 1 '/ ~::..= ~ -~ I 0 UJJll \ (f!j I '-"" :=--1 ,,' [;;;- I / 24PW ttJ" ;:; I 0--- 'f0 ~ 12- 9 o / ASPH u.... 2n" 'CJ [ x I v = DRIVE 1O I 12!5 ~ 8 I I eJ.i / ILW\ CO C VAULT I ~ ' .' ~ / ('- ::J v PUMP STATION . TOP '~PE EL N-S=67,80~ (18"D~ 6 I ~I L .... "I \CV / ~'V :- BUILDING 11 I 52";::: I I ;:1 1 1/4CLS "// ('\ ~ I \-Q FFE=7Q,QS' 1"---11 J. H-,j ~ I @ ~ FH 6 I ~ 0 >< fl5: //,,\V g~=69.22' !\~ INSTALLHYPOCHLORITE t..----J"!1'.~__~9\ 7v~", -;- \/ I / "\ t 0 I......, ( \ 0 FEED PUMPS,\ h-S ) ~:: ~---__~""-_6PW ,I" \' " " " " " I SILT FENCE I 0 IE E=68.22' (.3"PVC) \ LJ";, ~ I filE W=67.94' (12"PVC) ~ '{if ------- \ I TREE PROTECTI( N I 0 11-1!4"PVC S AND PIPE~ 0411; I (TYP.) ill ..L I SODIUM I WATER ::IGOTP"GALVAlZED PIPE) --. ~ 01 I g; ASPH I@ :E ~ I J> HYPOCHLORITE 0 8 ~ 8 DRiVE I I 01" I 1 <: 21 22 ~ ROOM ~ RIM ?i x d R."W o. ,~ ~ ~ I! 12PW4 I 0 ~ I J--. ---/-----' .,. -- -- ~ J> I ~ XI I - PW4-'-I- .l ) I / 2,{l"DIP FfRISER TO I ~:R TA~~. / 0 I :J I' SO METAL CC<UMN' t :S I r" I ~ L ____ ORA"" / ____ x~ ~ I \. -,'" ., ~r I \.-T u ~PW5 I: 'o~6G~OST 0 ! 22 I 61 ~ EMERGENCY EXISTlNG ~---- - IM-: r - ~ -' I TYP) c I ;')' ~ Iii GENERATOR FUEL TANK V I I J" 61 -..\' BUiLDING "-6' CONC ~ ~. : . ~ i I PROPOSED I 5MG WATER STORAGE TANK CURB 0 ---,,' r. -~ I STORM WATER -- ;-----1, G~)~ 5.<,:r,'~~~LK ....... ...€f/...r ~~L~g?~ i E~~~~gN REF~~~t.D~~;::IS ~ i POND x ~ __ 4' .' :..,... TANK I '. ~ <l ';'1 I a.. , ^ . ' . 'I . ." .. .... . r .... ." ..' '-'T^'" C~~MICAL -r- WELL #31 ' . 4 . .<l . . ~ . ........ ,. :') I UKAbt'_ AN D E _~ x '.. ...' ' .. 'A .., .' r C~MI~L ......,.~I:. ~~~4P~ 1010 Dol I O@]]O II~~ o@]]oD" " ~g~ ~:(s: ~- ~ ~ ' ~ ~ I r /1 ,- ~~~}:~t '~ . ~, 1 ~Ovv ~ ;~~R~~~D.. > ~..,g.. . . SSMH~ ~ @ @ ~ q;! / @ ~ 'B'-9'H), ... 1 ,,~ \'V<vG[:] ..'~I ....jt:~~:Sn0~ .... ....... 'j,\:T/'~ .......' ........ ...... .. ... .... ... .. ,.. I fi/:3, ~:~:, @r ~.. '. . ... ..~DRI~;; --~~45.~:W~.~~2,/~lsSMH1~fV~ --.. .~..... .~..'.. ...~.[LRIVEWAYc- " 16' .' ..'.... ''C:f ..- . ' .. .~. 7 IE=6.4.21 W" .' " " .. I @ '},./,./ 2PW1 \ 'J ... . " '/ ,.:.,: " .' .62. : '. :..,~ lE>=\~4.l1v S ". .. .' ,. '.' 7 @ \cy;V"" ~'~1r 7 " " , " " " "" " i~ @IIU B B ~ .J~J ,"~,. ~~ _ - ::::;6. 6;\___0____ I ~\:, __~2: ~_ 8~ 4 ~ I @J3 ~~ ~/!~ << I "I' ~""'''''''''''''I I _?PW.1- / ':--- 18 8 Ci)4 Gl)3 ~~)'ICD1 0~ ~ "~~7'CIF2-1"I,~DIRTL-I--B~~rr/~ICONC BOOSTER VENTURI ; FUTURE FUTURE.... (i)fI. (i)l I\.. (i)!lLl (i) U , r~ - DIRT I' PUMP FLOW 62 ~ ' I r;\ SSM~ 8 STATION 0 METER '{2~ I t ~ _ I ~~IE=6 .80 W 8> eLF; I - ">c::' 1DBW4'\c ~ T - .- · : ' ': .- L =.~ C)-I ': ' ~ , 63 .........- ; IE~ 6 p. 70 S [/ <!J '€Y'63 ~. I' DUAL-MEDIA F1LT~S J / SITE PIPING LEGEND 20,000 GJ\~J ~ @17' ~ CD CONNECT TO EXISTING 20RW, SEE DETAIL... J3~8to1~g~ ~ r-:J 1?} ill BOOSTER PUMP STATION, SEE DETAILS ON SHEET M-7 ~ANKS LJ",- ><:t \7-..SS"':> OO~~ ) 0 FLOW METERING STATION, SEE DETAILS ON SHEET M-7 ~ ~ SILT FENCE ~ c.~O, :5 6' eLF - -., r;\ ~ lREE.{ROTECTION ~I "\.::Y \10 J > / ~ BACKWASH WATER HOLDING TANK, SEE DETAILS ON SHEET M-9 v \~_ ~~ ~~ TYrx- X ~~ ~~ :~ X ~~ ,,:< Y v )1;-'- 0 DUAL MEDIA FILTERS, SEE DETAILS ON SHEET M-8 ~ r--" f8\ I t;;\ 1 \::J ~ BLENDING WATER flOW METER AND CONTROL VALVE SYSTEM, G ~ \ SEE DETAILS ON SHEET M-8 @ 8' ~ 00 7' 1 0 4' DIA, SANITARY SEWER MANHOLE. ~ @ FLOW CONTROL VALVE, SEE DETAIL ON SHEET 9 SSMH7 161 \ IE=63.43 W 10 0 BLENDING TANK AND BLENDED WATER PUMPS, SEE DETAILS IE=63,43 NW' ~ x ON SHEET M-11 IE=63.23 E 7 \ @ AIR BLOWER, SEE DETAILS ON SHEET M-8 @ 24"x12" TAPPING SLEEVE & VALVE (HOT TAP) @ 20" MJ GATE VALVE @ 20"x16" MJ Dl TEE @ HOCL/FECL INJECTION POINT @ FERRIC CHLORIDE STORAGE & FEED FACILITIES @ SODIUM HYDROXIDE STORAGE & FEED FACILITIES I I POOL AND DECK G I ,,' @J 1 01 PPROXIM TE 01 /w LINE ~ [i ~ I VV- /C ~ [ foAl iF [ [ o - o ,', . o 01 I /V 7.@ ,0 1'1 ,- - . ./. , . , .' '. '. . ..0. " o G o 11'@ 0 1'1 . ' ""'" '... o r-::r 5,3' CONC ,- Cl WALK V 2, tX2, 7' WOOD TR ASH , o I I V CONC 0 ~ WALK~VV ~ l' @> [ o ELEC GOES UNDERGROUND o ~ " " >, @ SODIUM BISULFITE STORAGE & FEED FACILITIES @ ANTISCALANT STORAGE & FEED FACILITIES @ SULFURIC ACID STORAGE AND FEED FACILITIES @ 16" MJ GATE VALVE @ 16" DR-25 AWWA C-905 PVC PIPE @ 16" MJ DI 45' BEND @ 16" MJ DI 11.25' BEND @ 16" MJ DI 22,S' BEND @ 15" D3034 SDR35 PVC SEWER @ 12" 03034 SOR35 PVC SEWER @ 12" DR-18 AWVVA C-900 PVC PIPE @ 12" MJ DI 90' BEND @ 12"x6" MJ 01 TEE @ 12" MJ GATE VALVE @ 10" POLYETHYLENE LINED 01 PIPE @ 10" BACKFLOW PREVENTER, SEE DETAIL ON SHEET M-8 @ 10" MJ 01 45' BEND @ 8" D3034 SDR35 PVC SEWER @ 8" OR-18 AWWA C-900 PVC PIPE @ 8" MJ DI 45' BEND ~ 6" D3034 SDR35 PVC SEWER @ 6" DR18 AWWA C-900 PVC PIPE ~ 6" MJ GATE VALVE @ 6" MJ DI 90' BEND @ FIRE HYDRANT @ 2" HDPE PIPE @ 2" SERVICE CONNEC110N WITH SADDLE AND CORPORATION STOP o I I o o o v " \ , o 9' I @ 0 WATER =0 BACK FLOW PREVENTOR v " " " v " v " v " v " v " v v " v " v . , ./ " J " u+@ I SEE SHEET C-3 FOR CONTINUATION @ 1/2" SCH 80 PVC PIPE @ HOSE BIBB AND RACK ~-~ SEAL SEAL DATE: MCE PROJ. # DRAWN DESIGNED CHECKED PROJ. MGR. RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY S~~L OFTlirc o 0 c....) ,\1, ~ " ("'"). - ,-I f~\ ~ .k~~NH<IM&CREED ... 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone. (727)442-7196 Fax: (727)461-3827 AA0002667 EB0006691 MARCH, 2002 00992-0085 SCALE DESCRIPTIONS I\,"II/llIlil l~~~~~':~\'~~..~t:, .~~' :' >, ~ (].J ,. ,'I; >'iif~ , '\~ ':. .. ". if' f , ? f.): (lit.' ft'" "'< ," ~ ..~ ~ ~~~.~.ti..i6 ;.:,' ,~;~.~:, 5'f~1~ "'~~I./' '-:'~IA"S o. P'~olt\. .. ...~.~ ","Vi). .,.1'".. .._....... 'i. (.'~;;' ....'..... ,\'\J? "",, "~.. ~ ~ (\,r.i:i,C~' ~ ..)' f " j """ '1;j.W:~;~'\'\'\ 90% SUBMITTAL HORIZONTAL: 1"=20' CITY OF CLEARWATER ~ ~ VERTICAL: NA SITE PROCESS PIPING PLAN eTATUS' DATE www.mckimcreed.com NORTH j---- I I 1 I I U Q? t;:j ~ W if ~~ 2t (I)~ ~ ~cr: 0<1: if 0..0 ~ c- cr: W;i ~ 3~~ < ~I 0- cr: ~ #2-48071 I M&C FILE NUMBER DRAWING NUMBER C-3 REVlSION J FRS% ~ 9 €I.. ~" 1.SX1$ lll.El'HClE PEDfST.... (G1EIll<A) ~ ~ ~ .... .... ~ @ ~ o ~ ~ j ~ Si ~ en REV.NO. NOR,..H PUMP STATION No. 22 (BY OTHERS) IE=60.21 I "I ~l I 1 7 SSMH2 IE=60.77 N IE=60.57 SE "SID LlCKTON PARK" r t , ST(:llY t.IASONRY OO1Ul<NG "rnEll COORNOYlR eo<1EH' ( Q5' COOC CURB Ii\ 11+00 r& ) 1 &{6+00 ~ ~4' @ll' ~.. V 13+00 12+00 1555 329' $=0.0015 ~"'. 0 15+ \ \ \. S-t ~I!LaE ",,"'~ u MO e. '0 I.() ij!l ~ "I Ji/~u I.&:) II <3/ '.I! ~ \c: ~.... "1118 \'<t ,JL 0Cl I .<'J I 'JA:rl' \ 1 IGH(~ r:~-I! a c a J 'GW /_xt1'X2-f NV 1R~~N L_~"~C_ ~ I (!, I "' x i lli I N' _.----~S.~--"".-,-L- ,__~ LJ "~ elF =--""''''r-.....-- ~SIL T FENCE ~,.. I @..I . \ TREE PROTECTION .-.."" 81 @r (TYP.) 18+00 8" STU BOU T 'ill' o o + c::i ""', @l~ G -/' ",-, ~ '''''\" ,~ '\ .. %:E LEGEND @" O!\.~ .~ ~ PAjJ $I =1 Pt},NE ~. S'.I\ITGUM ~=: CE:OAR €I- MAPlE ~:;; C';'f'~t3S €l',~ QIIJ'" <8>-t \7+00 1555 I 8"~'~I 336' 5==0,0015 G ....... G G ~,,- '8~ ~{.. ~"" ~ @< ~ <2t,.. 5 8 a II . 8 D S II I!l II a a . 8 .s . S I!I ~ CalC W>JJ< ., a . a I!lI III III . Iii " B . B . B II . iii ~ COOC Wm< -a--e-~ 1:' II ~ N. SATURN AVENUE 27,'; /,Sl'\W.T P'InlIOO 6<f R/W (P) r-= 7 SSMH5 IE=62.10 N IE=61.90 S -,- 7 SSMH4 "'lI'q'~ IE=61.75 N~n: ~~ IE=61.55 SW 1555 '*. 40' 5=0.0015 iel ~ ~ 1 ;~i I 7 SSMH1 (BY OTHERS) ~;i IE=60,51 NW IE=60.26 SW ww 9:;0.. ~-~ t')~t": oOOR hO~(Or p:~ II~~ ~~2~~ 75 fJ) if) 0::: - :;:;;; ____._i--- 7( -+- 6~ A f)' S-O,O< 15 15$~ 60 o '" ~ ,.,.; " " 10+00 ww 0..0.. 0..0.. IN~~ I ~NOO . (0 (0 ~ ~Sll~ I ~<3:~~>> if) -ZZ 0:::__ ww WW Q:o.. 0..9:; I 1-1--1 I -r--T--~~ ~ ~ i I f---I I I I I (]>~R--', I ((~~;i I t-' I I I (O~F(O I'~J""'''''' I I I 'I i~~:W ~I-II~ I I I Ii i15~~~> i15~2>> I I --t- ---l- if) if) 0::: ~ ~ if) .<r- 0::: Z ~ I I I i I I i -1---1 ~-r-,----1-~ ---T- e----i---r--1--r--l- I-t-~t i I I I I I I i ~-f-- I I ~T--~---~ I~~-Ir~ I r-J I ~--11 ----L--- I H r I I I I i I I I 1 329,IS=O,0015 1 WW 0..0.. II -L J~~~-l --IJ ~~I I I ' II '-^--" l I : i15 ~ ~>> I ' if)00:::~Z -- I I I i , I --------~i------J ___I I ~ f---I--~~ I I [i I I I i , I I I I I ' 1 ~I-I--~ , 1---+---- I I I I ~. ~ ~ --i- ~ I -+-+i~- L-+ ----+---+1 I I I I I I I L I I --I -t -I I I I ' I 5 60' S= I ,0015 100 i=O,001 i I I --i- ,L.~~ .~ 5SS 1S' $ , I I I I I i I !t--t .1 .,l L "'I ""1 ., ""i L. ,.; ..; ,.; ..; ""1 ~ ~ ~ ~ ~ ~ ~I I 'I I ,--L_ -L_--L_ '" ..; " ~I ~I ~_L- I ~I 1 .,1 ;:!I I 12+50 "'L' ,.; " ~I ..., ;:! ..., ;:! ., ,.; " ., ..; " ., ;:! 10+50 11 + 00 11 +50 12+00 13+00 13+50 1 4+ 00 14+50 15+00 15+50 16+00 SEAL SEAL DESCRIPTIONS ",\Illtm:,," ,\\\ .' 1't1'" III \,,, / '\'\,.;;:.'..J~',c:\~ (.... ,~., :\\., K !l''t.~ .1' ,'.), ~ ...' ~,c.... I '.- ,~ ... "'t?- ../ \1"" ' " ,~ ",," .~(~( ~ ' .'.~ ..... .- ..,' ,; ~ .. . t~~ ,~ .::'<.'.,: t (,?;. ( r ",I.','. G." '~,' ... ~). .,..' t~ · "'. .;::, . ,/ · ,~ i\: ^W . '"1' ~,. ''''''ltJ1: . " J:i,: '.~':r.. ,];') -:l, H . ,i;ff. >t, ,. , ,,1 ~ J{/,~,;,: '", , . '.. .v .. !': JrF".I i/. PI: _ : ".-..). ,.....r.\ f , ,"."< .' tt/'II: """. ,>/; t!\.:l.f.,:t. 'I 'i,"" ... "? "AI'" '\" I;/,' · .. '.I . '-:"\'0'-'-.. lJ'l\_,~.,/... ~...- ,..... ',.~, ~...."...~.fi'..~:- ,~, .... \, ~I.. ... ~'." ...\.,..., .. ,II, 11\ .;:'t\\\\ , I '';o,;~....\.\'' " --- 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 EB0006691 DATE www.mckimcreed.com -r-rr---I T-~'---r- I-T --rr I Iii I I I -j--t--i- I I I t I -d----+ ~ ~~ I~I--- I I I I I r! ---I---r--t--r- t-t- irr'tl. I I I I I -~--L----e--l--~-- · I ' t- ! I 336' S-O,0015 I I 15S$ --r-7 "I "I - I ~ I I I ! ~_+--_L_" r. ~I ~II "'I ~II "~" " ~ " , I I - I ~ --L- '" ~ o r::! -J ~I I 18+50 16+50 1 7 + 00 17+50 18+00 - CITY OF CLEARWATER r--~-'---:---r---'-- l I I I I ~ I I I' I, I ~--1 I~I fQ~----1--- -- --i' I +, I -~-t-- ~ 1-+---- --1---1---1---- ~I I ~ :J r ' ~ I <( ~ CONTINUA TION 8lt ~: 7 SSMH7 GJIE=63.43 W aEl ~~r IE==63.43 N,W''''€1 "'.. ,UHOCR # IE=63.23 E '" \ __m_m_,_ ~ . f' r -'--'" J~ - --.- x -...., ~ "k telF ' 81 '" I " I NO' '" ,::' :I~aEC ~ >( UMOERt:JRO.N) i " I I ~I--t- ~ 22+00 22+50 7 SSMH6 IE=62.80 W '~<S.;;" IE=62.60 S G,r IE=63.38 N @r Ww Ww 0..0.. 0..0.. 0:::0::: CLn -~O-I I ..- ..-1 o IX> l' 1 0 0 011 '<;I- 1'0 ~ i I 01 '<t ..,f 1'01 ,tOtO I 1(0 '(0(0 IX> ~~l-r,~:~ ~ ~>> i ~2>>1 f.f) ii Z Z if) ii Z ZI I I t---~~ I I ==::C~t=--- I I I I I ~r- ' . 45' $=0, 022 I 125 =-=-+ ---=- i I ~t- 12 $ ~I I I +--+---L~I ~I ~ i J ~ ~ ~ , i I I LI J--j ~I ~\ 24+ 00 23+00 23+50 SEE SHEET C-3 FOR PLAN VIEW OF THIS AREA ~ . ~ a B A 5 S m WWW 0..0..0.. 0..0..0::: l-~oo , V,J CO " I ~~~~:>' N N (0 ., (0(0 ..J..r::: , CO Zif) ~ ..- 11';"./ "-./ "-./ I ~ <( " , . f.f)1-2 >> if)if)02~=~~ I --r--~- I I i --T I I I · I r-r---t--l I I I I I I I I i -L I -r-~,-n- I-I I Il I I H II'---r-I~r I I I I i , I ! t---z84' =0.0015 I I I I bS$ I I I ~I I i I-.J ~ ~ 19+00 20+50 I I I ~I ---1 L~~ <Ill ,,:1 ;::: ;:::1 I -L- I I ""I "'I "I I ~I ;:::1 19+50 20+00 RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY SANITARY SEWER PLAN AND PROFILE Ww 0..0.. 0..0::: I -,--~ I I I ~~ I i o. 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Patch Resurface full width of street on longitudinal installations . Replace Base . . . . . . . . ",...... . 12" 6"- Undisturbed Trench Side T=Thickness of original Base ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 4' Min. Monolithic Slab If this point is with in 4' of an existing join t, then replace to the joint. 3,000 psi Conc, : Co.mpacted Backfill NOTE 1 W 18" Trench Min, Width Varies Concrete 18" Min, SEE TRENCH DETAILS FOR DUCTILE IRON AND POLYETHYLENE PIPE. T =6" until W exceeds 6', then T=8" CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION NOTE S: 1. 6-INCH LAYERS AT 100% MAX, DENSITY PER AASHTO T99 CITY STREET AND DRIVEWAY REPLACEMENT N.T.S. TYPE A -l ! r 2-1/2" min 0-l "'" ..- I ..- N "'" ..- . I I,{) ~ L I~ 7-3/4" -~ -, NOTE: CONCRETE TO BE 3,000 PSI. CONCRETE WHEEL STOP DETAIL N.T.S. CONCRETE FILL 8" SCH 40 PIPE GRIND SMOOTH ALL ROUGH AREAS AND EDGES PAINT SAFETY YELLOW a , 12 "~ ~ o . 12 "--t ~ 3 0.40 YD. CONC. MIN, (2500 psi) BOLLARD DETAIL N.T.S. ~ ~ .... ~ .... .... N ~ ~ ~ o I q ~ :8 9 ~ ~ w REV.NO. DESCRIPllONS DATE SEAL SEAL . .',~. ... 6' SAWCUT OR SCORE 1/4"x1/2" CONTROL JOINT 1 /2" EXPANSION JOINT (MAX. 30' INTERVALS) 1 1/2" CLR. -6x6, #10/#10 W,W,F. JOINT FILLER . .......6:. , . .'.. ...... ','" :',' i,'.:.. ", :-~.: . . '.. ,-' x ."..' . ..' ... ..': ." .x . ;~. .~: . .' '.!: .x. - ~. 'a ~; .......... " ~. ',' X': '\0,," "._ .' '. ..... X /,'~ , :, ,f..:....,..'...,.'...4" 3000 PSI CONC ..... :..~....:;'- :~...,..' :.,..., .':i..~..:. ' ":<,' .. . .... ,. ~.. . ..: ~.". . . ...,... . . . ....... '. . '. ..... .,.... ....: .... . ..: ',' :. .'" ~., TYPICAL SIDEWALK DETAIL N.T.S. EXIST. CONCRETE TO BE CLEANED IN ACCORDANCE W/ MFR'S. RECOMMENDATIONS BEFORE APPL~NG COLMA BONDING COMPOUND AS MFD, BY SIKA CHEM. CORP. OR APPROVED EQUAL, DOWEL (SEE DETAIl. ms ~HE~T)~~= t> . I> t> .Ii I> 'Ii . Ii' . [=_-=-.:-.::..- - - - - - Ii :T '=":' BON[)ING EXISTING TO CONCRETE N.T.S. Ii. 'I> DEPTH OF HOLE 13"min. FOf~ #4 DOWEL AND SMALLER. INCREASE DEPTH 1" FOR EACH 1/8" ADDITION TO DOWEL DIA. k . HOLE SHALL BE CLEAN, DRY AND FILLED WITH HIL TI "HEA" ADHESIVE CARTRIDGE. DOWEL TO BE TAPPED GEt~TL Y INTO PLACE. t> .\> I> Ii ~.'.I~.I>.. . \> ~ \ \YD-Lt \\"1 L DIAMETER OF HOLE APPROX. EQUAL TO NOMINAL DIAMETER OF DOWEL PLUS DEFORMATIONS, BUT NOT EXCEED 3/8" LARGER THAN NOMINAL BAR DIAMETER . t> I> I" \ \ \ \ Ii \> t;.' l>- t;. i>. t> .\> ' . \> .1> Ii. Ii \>. DOWEL ~)E:T INTO EXISTING CONCRETE N.T.S. 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 CITY OF CLEARWATER www.mckimcreed.com 10' MAX, SPACING (TYP.) / TOP RAIL PIPE ~~ ~ ~ ..1 5/8" O.D, NO. 9 GA. WlRE CLIPS @ 1'-0" END POST 2 7 /8 O.D.~ A BRACE RAIL PIPE 1 5/8" 0,0. 3/16" x 3/4" TENSION BAR w /BANDS 3/8" TRUSS R7 N " 9 GA. 2" MESH W/ ALUM. FINISH CORNER POST 2 7/8" O.D. lD 1'0 /~:..fr ' '~~ LINE POST 2 3/8" 0.0. :.~,:'.~~ '. . /(, ., NO.9 :::.',::. ~~ip~'~ . . 1'-0" .."'~'~~ .. >,,)/> ...', .': /(, NO. 9 GA. HOG RING ..,..' @ 2'-0" (MAX.) WIRE ~ ~t ~I ~12" n TYPICAL CHAIN-LINK FENCE N.T.S. 25' OPENING 2" MESH, 9 GAUGE W/ LUM. FINISH a I lD 4" O.D. HINGE POST (TYP. ) 1 1/4" SQ. BRACE a I 0'> ,// y/y/ , << /('Y<v /. >,,-' ,)..."" & //, <<'< <I";. ~ ,)y., , ~' 1'0 //~.: ::,;(' ,,~::. '..~ ,;<, '.~ ~'; :,:. , " . .'.' TURNBUCKLE PROVISION FOR PADLOCK =r.o-t --l W-2" DOUBLE GATE DETAIL N.T.S. 2" MESH, 9 GAUGE "..:t I "" 1 5/8" O.D. BRACE 2 3/8" O.D. GA TE FRAME 4" 0.0, HINGE POST TYPICAL CHAIN-LINK SINGLE GATE N.T.S. RESERVOIR No. 1 DATE: MARCH, 2002 SCALE M&C FILE NUMBER REVERSE OSMOSIS MCE PROJ. # 00992-0085 DRAWN HORIZONTAL: DRAWING NUMBER WATER TREATMENT FACILITY DESIGNED AS SHOWN CHECKED VERTICAL: C-6 PROJ. MGR. NA CIVIL DETAILS ('T A JUS, REVlSION ) 90% SUBMITTAL ::E Co ~ ~ 0 N ~ c:o ~ cj 3: a ,..,: 0 () <5 3: ~ ill REV.NO. :B 9 ~ ~ en 1<< 3'-4" ~I = (!) ..-- " i.O = 1 to C'J ..-- c.o " ..-- @ 1'0 " @ ..-- (f) ..-- w I () (f) ( ''\ "<t <( (Y Cl. <( (f) OJ 0 0 z z ~ ..-- N <( N N <( OJ OJ TYPE E STRAIGHT BARS 2" X 3/16" RETICULlNE BARS 1-1/4" X 3/16" BANDS 1-1/2" X 1/4" APPROX. WEIGHT 215 LBS. 12" 1 24" 4'-4" ro ALUMINUM SKIMMER (!) 1 ~"<t 2-1/4" 2-1/4" ~o ..-- I i.o 2" R CTANGULAR WEIR 3'-0" 8" CONCRETE PA UNDER SKIMMER "cxJ ALUM. SKIMMER TOP EL.=67.99 BOTT. EL.=66,25 DESIGN HIGH WATER LEVEL EL. 67.99 TOP OF BANK 6" FREEBOARD GRA TE 2" RECTANGULAR WEIR (IE=66.58) PLAN VIEW 5-3/4"~ I- r STEEL GRA TE 2" 2" CL. I ~ .J () N !~ 12" OUTFALL PIPE IE=64,50 6" PERFORATED PVC PIPE IE=64.50 ............ ............ ..... ......... ........... ... ......... ........... '" :-:-:-2::-:':-:: :-:: :-:':-:-:-:':-:-:-:-:':-:-:-:-:-:->:-:':-:-:-":', #4 BARS @ 12" CTRS. INSTALL 6" (MIN.) GRAVEL BEDDING FOOT TYPE E INLET (MODIFIED) CONC. PAD 4" MIN. BOTT. EL. 6,4,25 NOT TO SCALE 12" ALL PAVEMENT DIMENSIONS MIN. AND ELEVA TlONS REFER TO THIS POINT. SAW CUT ," MIN. DEPTH \ EXIST. PAVEMENT _ L _ _\ NEW ASPHALTIC CONC. _ ~URFACE COURSE. 7 EXIST. BASE NEW BASE EXIST. SUBBASE I - - -.J NEW SUBBASE NOTE: PAVEMENT SLOPES ARE EXAGGERATED FOR CLARITY TYPICAL PAVEMENT CONNECTION DETAIL NOT TO SCALE SEAL DAlE ".f 2" TYPE PC-3 ASPHALT SURFACE COURSE MATCH EXISTING PAVEMENT - - = EXIST~G i~)~DV~AY --=:- ~ ---------,_._-- PRIMECOA T 8" L1MEROCK BASE 12" L1MEROCK STABILIZED SUBGRADE PROPOSED WIDENING OF EXISTING DRIVEWAY DETAIL NOT TO SCALE DITCH CURB ~~c;1 & GUTTER-'- CURB & GUTTER PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE, HA YBALE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES DETAIL NOT TO SCALE ~,44~ \ ~4~ ~ 45'\/(" ,. >;:: . ' ~ TYP, ,'.' , '<3 . . 4 <(/ . , : '<3 , .' UNDERDRAIN PIPE SHALL BE 6" MIN. DIAMETER PVC WITH PI::RFORA TIONS DOWN - SEE TECHNICAL SPECIFICATIONS FOR DE.TAILS. TYPICAL PERFORATED PIPE SECTION FOR STORMWATER DETENTION POND DETAIL NOT TO SCALE OVERLAP FILTER GEOTEXTILE 12" ACROSS TOP OF AGGREGATE PERIMETER OF AGGREGATE TO BE FULLY WRAPPED WITH NON DEGRADING FIBEROUS FILTER TYPE GEOTEXTILE AS DIRECTED BY ENGINEER, MIRAFI 140 N OR APPROVED EQUAL AGGREGA TE FILTER * MATCH EXISTING PAVEMENT 2" TYPE PC-3 ASPHALT SURFACE COURSE SLOPE PRIMECOA T 8" L1MEROCK BASE 12" L1MEROCK STABILIZED SUBGRADE NOTE: SEE SPECIFICATIONS FOR MATERIALS AND COMPACTION REQUIREMENTS DRIVEWAY PAVING DETAIL NOT TO SCALE TOP OF BANK=68.50 \7 DHW=67.99 EXISTING GRAO~~____ 10' (SOD) 80' (SOD) 1L 4 BOTTOM=66.00 \7 SHW=65.00 TOP OF BANK=68,50 10' (SOD) EXISTING ____L~RAOE ~1 4 NOT TO SCALE POND CROSS SECTION A-A TOP OF BANK=68.50 BOTTOM=66.00 EYE BOLTS PER FDOT INDEX 201 _ - TOP OF BANK EL. 68. 50 EXISTING GRADE\ --"----- 1 0' (SOD) 43' (SOD) \7 DHW=67.99 \7 SHW=65.00 POND CROSS SECTION 8-8 NOT TO SCALE TOP OF POND - 68.50 SANDY FILL F.D.O. T. SPEC * (MIN. PER RATE 5min./in.) (DES. PERC RATE 10min./in.) POND BOTTOM EL, 66.00 " 3/4"(#57 STONE) AGGREGATE. THE AGGREGATE MAY BE GRANITE Co STONE OR CRUSHED CONCRETE 30mil. IMPERVIOUS :: GEOTEXTILE ~ POND LINER (MOPE) INSTALL ON FIVE SIDES AND ENDS 12" FILTER TYPE GEOTEXTILE MIRAFI 140N, OR EQUAL . 2' min. .I~ UNDERDRAIN SYSTEM TREATMENT OF FIRST 1/2" RUNOFF = 1931 C.F. VOLUME MUST DRAIN IN 24 HOURS OR LESS TOP OF BANK=68.50 10' (SOD) EXISTING jGRADE ____J__ ~1 4 OVERLAP FILTER GEOTEXTILE 12" ACROSS TOP OF AGGREGA TE (TYP,) " \J 6" PERFORATED PVC PIPE W/ FILTER AGGREGATE AND GEOTEXTILE SEE UNDERDRAIN DETAIL THIS SHEET INV. EL. 64,50 AGGREGA TE FILTER PERCOLATION RATE: DESIGN FOR 10 MIN./IN. = 0.1 IN/MIN. UNDERDRAIN SURFACE AREA PROVIDED = 20 S.F. UNDERDRAIN SURFACE DIMENSIONS 20'x1' UNDERDRAIN PIPE SHALL BE 6" MIN. DIAMETER PVC WITH PERFORATIONS DOWN - SEE DETAIL THIS SHEET * FILTER AGGREGATE FOR UNDERDRAINS SHALL CONSIST OF' 3/4" (#57 STONE) AGGREGATE. THE AGGREGATE MAY BE GRANITE STONE, OR CRUSHED CONCRETE TYPICAL UNDERDRAIN SECTION NOT TO SCALE SEAL (727)461-3827 www.mckimcreed.com - * WASHED MATERIAL; SILICA SAND OR QUARTZ GRAVEL; LESS THAN 1 % SILT, CLAY, AND ORGANIC MA TTEIR; UNIFORMITY COEFFICIENT 1.5 OR GREATER; EFFECTIVE SIZE 0,20 TO 0.55 mm, STORMWATER DETENTION POND UNDERDRAIN STRUCTURE DETAIL NOT TO SCALE CITY OF CLEARWATER RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY CIVIL DETAILS MARCH, 2002 M&C FILE NUMBER DATE: SCALE MCE PROJ. # 00992-0085 DRAWN HORIZONTAL: DRAWING NUMBER DESIGNED AS SHOWN CHECKED VERTICAL: C-7 PROJ. MGR. NA CTATVS' REVISION J 100% SUBMITTAL ~ .... .... ~ r'- o ~ .... (;) o ~ Q ~ ~ ~ l'!l ~ al ~ i.; REV.NO. TRENCH WIDTH MIN. = l' + PIPE O.D, MAX. = 2' + PIPE O,D. NATURAL GROUND OR I FINISHED GRADE PER PLANS v /~'/(~K:0<-~~~". <<..~/(V<.<(<~/(<</.~/ , ,"- ",-,: /0'>> >~\.'-': /,,",, ...." . ~ ~y ~<<~ NOTE 1 ~ j ~ ~ y . /( ~ ~ ~~ g ~ ~'( %Z< INITlAL BACKFILL LAYERS ~ '/)::;.. r)>> SHALL NOT EXCEED 6" f ..(,,, ~ OF LOOSE THICKNESS ~\) ^~ BEFORE BEING COM- ~ ~~ PACTED TO A DENSITY ~'< /(:< OF NOT LESS THAN ~, ~ 100% (AASHTO T99) -~ yj! TO A POINT l' ABOVE r/~V/~ ~~~~<<~<<<0<~0" THE PIPE NOTE 2) ,"- , , / r y/>.Y/'>">>'>Y/>.YhY/;/'\ , , . UNDISTURBED SOIL l TRENCH BOTTOM SHALL BE HAND EXCAVATED TO CLEAR PIPE BELL I!NSULA TED (12 GAUGE) TREN,CH WIDTH NATURAL GROUND OR A.W.G. SOLID STRAND MIN. = 1 + PIPE O.D. I [FINISHED GRADE PER COPPER WIRE~ MAX. = 2' + PIPE O.D. _ PLANS /.v/~0 V/(~~ kJ', _;Y;~~)'.y>,'/'>-"'1.' . . v, "- "'"">>$~ ~,//, /1 ~ I %~ 'Y2 NOTE 1 · t ~ ~ INITIAL BACKFILL o \.."/ - - - ------- -- ------------------------------ <,;;:,. (NOTE 2) to ~ //..0 ------_-_-_-_-_-_ -_-_-_-_-_-_-_-_-_-_-_-_-_-_ ,,,' N ~\ _- -_-_-_-_-_-_-_-_-_ -=-------~------------~..0 .- ~ -:::::::::-=:-:::-:::-:::-:::-:::-:::---:::..=...---:::-:::-:::-:::-:::-:::-:::-:::-:::- ~ NOTE: . ~ -:::-_-:::-:::-:::-_-_::: - ~-:::=:::::::::::::::::::::::::::::::::::: ~ BEDDING, HAUNCHING, UNDISTURBEDI ~ :::-:::-:::-:::-:::-:::-::: :::-:::-:::-:::-:::-:::-::: ~ AND INITIAL SOIL .. >~ ~ BACKFILL LAYERS ~, 0- SHALL NOT EXCEED 6" HAUNCHING ~ ~" OF LOOSE THICKNESS (NOTE 3) , y, . ,% BEFORE BEING COM- PACTED TO A DENSITY OF NOT LESS THAN 100% (AASHTO T99) TO A POINT l' ABOVE THE PIPE (OR AS STATED IN THE PROJECT SPECIFICA TIONS) ~J NOTES: 1. 6-INCH LAYERS AT 100% MAX, DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX, 12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND. 2, CLASS I, II OR III SOILS 3, CLASS I OR II SOILS (NOT A COMBINATION) /~,r SEAL '\\.\lI'ln'..IIi,(I"~'" ..'.t: ,~~l\.~p ,..~ I 'l. ,'- "\,V ' '.., :>....~i{ \, ~..;~:..~ ~~,A"~~Z'.~,.;:~1\ Ie.. ,..(. .,,:','~. ,,' !~(.:ll~'f;J.r. h';~".:;"\'i'" tJy:f" ~:~:~; t3~~ ~1~lf ~>;~;~;:~:':~:,.Q~:/~~~i ;;',~.I~(~~ .",. .,'.. ..; \~;, ":,~,,,, "" ,r;/,'t" il'<'~ S /0 1-:\( ~~:{\ ~ 'r,!,11 "'1", t\' \~~l"~itJ " .,6 '~l1J'?' I DUCTILE TRENCH IRON PIPE DETAIL N.T.S. VALVE BOX COVER z ~ . TYP, FINISHED \ ~ GRADE IN .- . PAVED AREAS ~ 1 ~ z ~ N '-... .- / TYP. FINISHED GRADE IN UNPAVED AREAS . i' 2'-0" ~ :. ::<.'.~::.:~:'.:(~..~.:.::t t "I ij.,:iW%:-;;.:)J ,..' ,..'.', "'" " t ,VALVE BOX \ COVER CONCRETE ENCASEMENT @ 3000 PSI. .\,)\\, >L>,,'~.,C':>,.{} . :.... ," ...... '. .,- " . ':'~~,:','::": .:' ;.~.~ :,~ ,:.:..' ':'. ::,'~.> :.;. ..~'~ ':::.:.... ~.;< .::,:" S'.D::'} BASE COURSE VALVE BOX SHALL~ NOT CONTACT PIPE OR VALVE WHEN VALVE OCCURE;~ IN ROADWAY, SET BASE l / TAMPED ON 10-COMMON BRICK /' BACKFILL . . ~ ~ ~ lii\ '[~BLOCKING b I N . ~ ", '.' ,-. ~CONCRETE ENCASEMENT @ 3000 P.S,I. VALVE SECTION VALVE (12" AND PLAN BOX DETAIL SMALLER) N.T.S. " 36" 'I 2" 90' BEND ./ 12" " I' M- " j .. ... 2" BRONZE 7 BALL VALVE .. N .- 3/4" SILL COCK,\ 12" I 2"x3/4" GALVANIZED ~Ii TEE ~ I ~4' THREADED NIPPLE zX <( ~~ 2" GALVANIZED PIPE (TYP,)_______ EXISTING GRADE (!)~ t0~ ->; - , ' Ct: . 'w (!)~> t0~O () (RESTRAINED I~ THREADED TAP ?111 ~ 2" PLUG ~ NOTE: PIPE TO BE RESTRAINED PER P.C,W,S, SPECS FOR DEAD-END CONDITION ( & .< j .. .. .1 2" 90' BEND I ' 18" MIN. 24" MAX, NOTE: PLUG 2" TAP AFTER REMOVING SAMPLING ASSEMBLY 2" TEMPORARY BLOW-OFF ASSEMBLY N.T.S. If DESCRIPTIONS REVISIONS DATE BEDDING (NOTE 3) PVC OR TRENCH HOPE PIPE DETAIL N.T.S. f'.!.,': .'. - .......:.......: J CONCRETE ENCASEMENT t (TYP,) _ [".!::-. - ,.'...,;.....:d Cfl ,~ o ~ Adjustable ~ Val ve Box ---.. l- e: 0 4- ~ ,.., r- When Valve Occurs in ~ Roadway, set j Base on 10-Common Brick, /~l I I ~'< . I- ~ (!) 0 I () 4- N 0 .r: +J a.. Q) o r- y,'<)jj //11 I \~y> <'0.,~ I I.J^.." \. II 11'>...* ~ . ~~v~ss ~ ___ ~~( L "r-- (IF REQUIRED) I r - %v/~ 1; \:flh ~ 11\ ~~ ~ '-l ~ ;I-J.... JI.l Concrete p ~ ~ Restraining Joint Setting Block ~WA TER MAIN. RECLAIMED WA TER MAIN, OR FORCE MAIN Concrete Setting Block VALVE (1 6" AND BOX DETAIL LARGER) N.T.S. Q) .~ I <~~ E I ~ Back of Curb or Edge of Pavement ~ Min. 4' '\ j ~ '-... I- ..A. . 'I 18" Min, I 24" Max, f I I'll . ~ w I de v>>'/~~ ; i~~" i I I Max. 15' - Distance Varies ! /valve Box ~~ ''ff.''</' ' V0>Y~)'l, n<>,~ v '>>"/~YI I L-J ,~ ~ ~ I N ..~ I I I ! I Mech Joint Valve i III (~!: j, J. =: NOTES: I 1. Steamer Connection to Face Street. 2. All Fire Hydrants to have 5 1/4" Valve Seat. 3. Fire Hydrants Shall be Placed at Street Corners or in the R.O.W, Adjacent to Side Lot Lines Whenever Possible. 4, See Sheet 3 for Typical Connections & Fittings. i~ ~ i "'- Restraining Joint (Typ.) ONLY APPROVED Kennedy Guardian No, K-81 A Muller Centurion No, A-423 U.S, Pipe Metropolitan TYPICAL FIRE HYDRANT SETTING N.T.S, SEAL . ~~l\1CKIM&CREED ........", 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 l. www.mckimcreed.com THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1, BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4, CAPS 5. PLUGS 6. LAST TWO(2) JOINTS ON A DEAD END RUN (min. 36') 7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min. 36') THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2, TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. LAST TWO(2) JOINTS ON A DEAD END RUN (min. 36') 7, LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min. 36') L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) }.. ,- MEGALUG RESTRAINER (TYP.) -, d THRUST RESTRAINT (TYP,) L I- 1 L ~ :\ <~ I ~ RESTRAININ; GASKET (TYP.) ~ ~ :\ <~ ~ }.. NOM, PIPE SIZE 4 6 8 10 12 16 18 20 24 30 36 42 48 ELBOWS (deg,) VALVES. TEES, 90 DEADENDS 14 18 24 29 33 42 47 50 57 68 77 84 92 22,50 45 5 8 6 10 7 13 9 15 10 17 ~ lit '- EBAA 1500 SERIES (TYP,) 11.25 1 2 2 3 3 4 5 5 6 7 8 8 9 22,50 45 3 6 4 7 5 10 6 12 7 14 8 17 9 19 10 21 11 24 14 28 15 32 17 35 18 38 10 13 17 21 24 30 34 36 41 49 55 60 66 L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) ELBOWS (deg.) NOM. PIPE SIZE 4 6 8 10 12 VALVES, TEES, 90 DEAD ENDS 12 9 15 11 20 14 25 18 29 21 NOTE: THRUST RESTRAINT ON PUSH-ON JOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS, AMERICAN FAST-GRIP GASKETS, OR EQUAL. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVlDED BY THE USE OF MEGALUG RETAINERS WITH MECHANICAL JOINT FITTINGS. RESTRAINT LENGTH BASED ON 150 PSI. PRESSURE, PROPOSED BEDDING, SANDY SOILS, AND POLYETHYLENE WRAP, 11,25 3 4 4 5 6 DUCTILE IRON PIPE RESTRAINT NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBAA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT AT PIPE JOINTS SHALL BE EBAA IRON SERIES 1500 RESTRAINERS, N.T.S. PVC PIPE RESTRAINT N.T.S. GRADE~ - - ~ ~~~~~~~~~~~<<t~~~~'fk~~~~~~~~~~ ~ MIN. SPEC. COVER +t D,I,P, OR PVC WATER MAIN ---..... __ -I~ (j) w Ct: <( > . ,- VCP OR PVC ~ SANITARY SEWER GRAVITY MAIN ------- TH READED CORPORA TION STOP MUELLER H15013, OR APPROVED EQUAL. SADDLE ~ 'S~ SADDLE SHALL HAVE DOUBLE ~/ STAINLESS STEEL STRAPS x: WITH EPOXY COATED DUCTILE / , J IRON BODY, CURB STOP MUELLER H15209 WITH ~ COMPRESSION INLET AND OUTLET. ~. ~ OR APPROVED EQUAL. \ 2" WATER SERVICE TUBING L ENDOT, ORANGEBURG, OR EQUAL SDR 9, 3408 POL YTHYLENE, PURPLE COLOR. 10' HORIZONTAL CLEARANCE GRADE~ ~~~~<<<~~~~~<<t<<t~~~~~~~~_%f~~~~ Reclaimed Water Main D,I.P. OR PVC WATER MAIN~ ~ MIN, SPEC. COVER NOTES: 1. ALL RCW LINES SHALL BE FLUSHED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 PSI.) 2. FIVE FT. SEPARATION REQUIRED BETWEEN PARALLEL POTABLE WATER & RCW LINES. 3, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS, 4, MINIMUM DISTANCE BETWEEN RCW SERVICE TAPS TO BE NOT LESS THAN 36". t " 2" RECLAIMED WATER SERVICE CONNECTION DETAIL SANITARY SEWER FORCE MAIN ~ ~ 18" MIN, VERTICAL CLEARANCE N.T.S. GRADE~ ~~~~~~~~~~~~~~~~~%%%~~~~ 10' 10' ~D,I,P, OR PVC ____ WATER MAIN 18" OR LESS VERTICAL CLEARANCE___~ ,,;:;:.:-- (( ~ \\~~ 11 ~~ CURB STOP MUELLER H15209 WITH ~ COMPRESSION INLET AND OUTLET, ~ . ~ OR APPROVED EQUAL. \ 2" WATER SERVICE TUBING L ENDOT, ORANGEBURG, OR EQUAL SDR 9. 3408 POL YTHYLENE, BLUE COLOR. -1 8" MIN. I '... ....it',/.., ... .,.. ",,' .' ~ , : p. :.... ~, .,: :.' .'f1.... : .... : ~. ~ .' . '. -: THREADED CORPORATION STOP MU ELLER H15013, OR APPROVED EQUAL SADDLE ~ I ~ITARY SEWER' GRAVITY MAIN ~ I T ~ , . ~..' ...' :' /'1.' . .'..;..' ,~': t.. . . ',' / ). . ~ I: .: ... , : eo: ~' L CO~~, ENCASEMENT OF VCP OR PVC SAN. SEWER IS REQ'D. WHEN THE VERT. CLEARANCE BETWEEN WATER & SEWER MAINS IS 18" OR LESS .... ,:}, SADDLE SHALL HAVE DOUBLE.~ ,/ STAINLESS STEEL STRAPS /^" WITH EPOXY COATED DUCTILE ., IRON BODY, ~ POTABLE WATER MAIN NOTES: 1, ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR AT 150 PSI,) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, NOTE: CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT REQUIRED WHEN CIP OR DIP IS USED IN PLACE OF VCP OR PVC FOR A MIN, OF 10' EACH WAY FROM 't OF WATER MAIN, VERTICAL CLEARANCE WA TER SEWER 2. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS, MAIN AND SANITARY CLEARANCES DETAIL 2" POTABLE CONNECTION WATER SERVICE DETAIL N.T.S. N.T.S. S~~L OFT/frC ,0 0 <:~ ,,\11 c;;;.; C').l - ~ G- % ~~T1R\\) RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY MARCH, 2002 00992-0085 SCALE M&C FILE NUMBER DATE: MCE PROJ, # DRAWN DESIGNED CHECKED PROJ, MGR. HORIZONTAL: NA VERTICAL: NA DRA'MNG NUMBER CITY OF CLEAAW A TEA C-8 CIVIL DETAILS ('T A TUS: REVISION ) 90% SUBMITTAL '-- - l ~ l8 ~ ~ .... .... ~ as ~ ~ ~ ~ q ~ iO ~ ~ en REV.NO. N! = (0 I Co " ..- ",'" "(0 I i<> : . ~~ ..- I- ",' '0 I N DESCRIPTIONS H't-, VI~llJNS 1'-6" 8" J o ',: /.;"';'." I 1':':>:,";,70\ /'... ".' I' :"~'" ..'.'<.".',.... .>,:..... II f'..":',::, ':'....:..,_ :',c.' f:<':::'.' k r:~;.) . ':."/,1 ;';'> :< :>: :<,?:.:: ;..:., ;,< II I{';..",;. ,;" ;' :', ~ ~:.; :<,;.: l-d CONC, FOOTING T INTERNATIONAL SYMBOL OF ACCESS BLUE BACKGROUND 1. METAL POSTS TO BE GALVANIZED. aLL BOLTS. NUTS. WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE OF PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S,I. 3. SIGNS WILL BE FABRICATED BY USING A REFLECTING COATING IN TI-lE SYMBOL, MESSAGE AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (0.60" IN THICKNESS). 4, MESSAGE LETTERING SHALL BE UPPER CASE (WHITE) (SERIES B) 2" HIGH IN ACCORDANCE WlTI-l MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. TI-lE SYMBOL IS COMPOSED OF TWO ELEMENTS. A I'Il-IITE WHEEL- CHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. S1'O, 5950, COlOR #15180), 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. PARKING SIGN FOR THE PHYSICALLY HANDICAPPED NOT TO SCALE SEAL SEAL D~TE , \\\(',Il".III~/JI," \\\\\ \ J-f{r,". ,..\ I/t) t ',\ "t,,'t. ~ · · v " . '.' ,t,,~ \ ..' "'. ", ...' I~.".. ~.. ~.... 'JJ .. .tf/o1:,.'....c..1\ A · (,'" " "".,. .. <. '...; ~. ~: (:' # ::'~"'~.. ( "-/, ," '1;-:r:' ~ ;/. ~,:.~:'\~ " ,. ;~,~?m, (::;.'....'..;. ,.'~ "'~j<~;\?;..'..,~'~!lo.. ,:'t.., ,. ",,'If ~J"V.([ ,; .', ~b-r': f'" '~"~'.i ""' ._, . ".~'~ . ',.,r-:-.'fVJ ~ '~) '.,';' ,'A-, "('I'" co ,'~ t-:;...'l..!:..~.!~ ",.. j 0. ,~.,,',f,." n ..- ",,:,~,<('S ,......,.. 'IC'1.i!'h"'.' ....~~,'...... i ", II,;~ oj' (j }', ~'tl"11,\\,\' -, "~"':~;'r ~'":~~-;., lo. ~ rEOP _J N 0 N = 90 o I qo o I I 0 WHEEJ WrlEEJ STOP STOP "HANDICAPPED ONL Y" SIGN WITH POST 0, ~ 0 "- 4~ WIDE PAINTED STRIPE (TYP.) I 0 12' 9' ,__ ~ IYf.l.CA1. ~ ~ SPACE SEACE rrV( AI~rD piNG S~JOINI 0' RrC~ , DIIA~ANICA~ SliNG 3~AIN /' Z01'M ~rC oNS r~1 WA frR WI I NfCfl DI CON Vf,. ~ :~ ING vA~eOX ~",""'~"T IA~ vA~v'i ~q\\\\\~ ~ ~VWl '~~p~~ ~ ~ 0,--- Ntw WAll~O" DI M~IN RtClA "\IMtD TAPPING SLEEVE AND VALVE NOT TO SCALE 6" MAX.- FLEXIBLE WATER TIGHT MANHOLE SLEEVE '" LATERAL ~ ~ L SLOPE GROUT S SEWER~ -c;;;:~" PER FT, ~ r~~ PIPE BEDDING ::::-1 , DIA. TO 1'-0" ;:--'x '/ ABOVE TOP OF I /t~ '/ ~ '/ / / /, I ~ LATERAL SEWER' 611 "'-' '...:01 '{ 11 k I ~~~~;~;E~ / ';~:<J";~<::~:"":\/~>;;P' 1SE~' ,El COMPACTED SUBGRADE 6~ COARSE AGGREGATE SECTION D.O.T. No. 56 PARKING SPACE DETAIL NOT TO SCALE FLEXIBLE WATER TIGHT MANHOLE SLEEVE (TYP,) .--~ l 6" MAX, ~ 0:-- 1111" ~" RE5ER\W I~~ Itt.' ~ PH'19CAlLY IWGCAPED : I II I I ..- t ~ 3/B" HOLES LOCATED FOR ALIGNMENT - WITH HOLE DRILLED ON 1" CENTERS IN METAL POST. (MOUNT WITH 5/16"x 2 1/4" BOLTS, TOP AND BOTTOM OF SIGN.) I ~ o ~ ti ~ 5/8" Min. 4 Required Pick H;7le CD "- 1-1/4"11- 7 ~ R W A/~ ~ 0 DOl' './ (\ USANITARY-;u o 0 0 0 0 0 o...S EWE R 0 00000 0;:- L t\o - - - . x LO<( ~::;!; MANHO~E BARREL CENTERED ON SEWER ~ L4 fLAti \ STANDARD C.I, MANHOLE FRAME & COVER SEE DETAIL~ , % I GRADE RING - HALF PLAN N I- 0 36" ':.;r 1~23" ~ , r<) I 21" ..- t I Machined Surface 7 t ~ I I L' = t "" ~~ Q) /~ I- 0 r--. "'''~" ,,,"l t / Required .&-- UNDISTURBED j EARTH (TYP.) 2 TO 4 COURSES OF CLA YBRICK PLASTERED WITH 1/2" PORTLAND CEMENT z o F () ::J g: (f) Z o () HOPE J ~ L1NER- -COAL TAR ~ EPOXY IN ~ AND OUT 8 I- (f) <( () W IX D.. Non Skid Pattern Required I - - - ~ b ~I ~ 1'0 . ::--.. J ~~ W- I ~ 24" SOLID COVER L ':.;r ,= r<)N I I- I~ 22-3/4" ..,..- 0 ~~U~J~ Machined Surface , A , A ~ ~ L RING - SECll0N Minimum Weight 7" 232 Ibs. 9" 278 Ibs. SOLID COVER SECll0N Minimum Weight 128 Ibs. NOTES 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. 2. Manufacturers model of storm ring and cover to be approved by City Engineer. MANHOLE COVER DETAIL NOT TO SCALE /iPRE-FORMED ^ RAM-NEK ~ JOINT SEALING COMPOUND (OR APPROVED S EQUAL) ^ v CONCRETE REQUIREMENTS PRECAST f'c=4000psl CAST-IN-PLACE f'c=3000psl GROUT f'c=2500psl MANHOlE BARREL JOINT DETAIL F!: D.. W FEO D.. . wO 01 .b o~ Iz 0<( "'"j; ~IX D..~ ::J<( W " IX ~(;) <( " (DW (f) '<( ~(D ::;!; . Z 0Cl:i CONSTRUCT BENCH AS REQUIRED 48" DIA. EXISTING --, SEWE7R L S'-. 'N ':07 ~ ?l - ,~~, ~~ C-" . /0 ....:01 ..I~ GROUT ' t SADDLE MANHOLE BASE SECTION PRECAST SANITARY MANHOLE NOT TO SCALE . ,..~l\I1CKIM&CREED --- 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 ",-- St~TltfC ~~ 0 (~ ,\1, ~ "'- C"), _ -<1:: G f2 -~ - ~ 'ifATE'K \~ '-- CIVIL DETAILS CITY OF CLEAAW A TEA RESERVOIR No. 1 REVERSE OSMOSIS WATER TREATMENT FACILITY www.mckimcreed.com DATE: MARCH, 2002 SCALE M&C FILE NUMBER MCE PROJ, # 00992-0085 DRAWN HORIZONTAL: DRAWlNG NUMBER DESIGNED AS SHOWN CHECKED VERTICAL: C-g PROJ. MGR. NA lTATUS' REVlSION ) 90% SUBMITTAL