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HomeMy WebLinkAbout3701 Country Club Rd #24474 (a) New Building�P _ • 1• 7 1l � T F,µ ? f1 ,. � yF v Y, AW,50 ., r r. �. .. :. .. �.. c„,.. �.;..:: �... .:,,. i,. ,.. -.� ,.R ..:-. (,r ...E .. ,.,..,. I ,(' ._ !s_ e... ....z_._�__t__ ...�1 re..� _._ ;..,_. __..:, ;,._. :..,, ,... __... _t. c... �.__.� _. _, ,_.,. .�_.__�_._... ..._, .`.. _, _ - _ I xA� 1• 7 1l � T F,µ ? f1 ,. � yF v Y, AW,50 ., r r. �. .. :. .. �.. c„,.. �.;..:: �... .:,,. i,. ,.. -.� ,.R ..:-. (,r ...E .. ,.,..,. I ,(' ._ !s_ e... ....z_._�__t__ ...�1 re..� _._ ;..,_. __..:, ;,._. :..,, ,... __... _t. c... �.__.� _. _, ,_.,. .�_.__�_._... ..._, .`.. _, _ - _ I xA� 13� IVtA�N LA i' AND ILEA fir, Wo"'INIT” MAO"" ELECTRICAL PLAN _. ACTIVITY NAME DATE SCALE: NONE SHEET N0. Conklin-, Porter and, Holmes DESIGNED BY: LWH & DAG ENGINEERS INC. DRAWN BY: HEIDI LILES DATE: AUG. 1988 , 0 POST OFFICE BOX 1976 CHECKED BY: DAG 1 OF 500 W. FULTON STREET JOB N0. S0606.01 SANFORD, FLORIDA 32771 DATE TO FOR �� �= APPROVED BY: P. E. PORTERq.. I.. %� OVERv WE` TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL l�� REGISTRATION N0. 14556 N0. DATE REVISION APPROVED FILE:` LAKE MONROE u s r7 �2 MEL,LONVILLE.AVE. s ELEVATED TANK R. 4Lo BLVD. �w a OREGON •AVE. .WELL FIELD S.R. 15 Q o FRENCH AVE,.PLANT n J uj J a I I TWIN LAKES WELL FIELD • 4 a z UL a N PAOL.A ROAD ra• R. 4&A a MAIN PLANT fn 7j a w V Q S.R.427A MAYFAIR GOLF COURSE I r WELL FIELD z 0 U mRPURT PLVD. 3.R. 477A _ vi u 1p AUXI.4IARY Lu PLANT, Op fn' .I LAKE MAGzY BLVD. HIDDEN LAKES WELL FIELD a�^ SANFORD, FLORIDA 13� IVtA�N LA i' AND ILEA fir, Wo"'INIT” MAO"" ELECTRICAL PLAN _. ACTIVITY NAME DATE SCALE: NONE SHEET N0. Conklin-, Porter and, Holmes DESIGNED BY: LWH & DAG ENGINEERS INC. DRAWN BY: HEIDI LILES DATE: AUG. 1988 , 0 POST OFFICE BOX 1976 CHECKED BY: DAG 1 OF 500 W. FULTON STREET JOB N0. S0606.01 SANFORD, FLORIDA 32771 DATE TO FOR �� �= APPROVED BY: P. E. PORTERq.. I.. %� OVERv WE` TEL 407 322-6841 TEL 407 831-5717 PROJECT CONTROL l�� REGISTRATION N0. 14556 N0. DATE REVISION APPROVED FILE:` STANDARD I ABBREVIATIONS AL. or ALUM. Aluminum 'ASPH. Asphalt B.V. Butterfly Valve Ba.V. Ball Valve BLDG. Building BM. Benchmark BT. Buried Telephone C.I.P. or C.I. Cast Iron Pipe C.V. Check Valve CMU Concrete Masonry Unit CONC. Concrete CONST. Construction; CONT. Continued D.I.P. or D.I. Ductile Iron Pipe D.O.T. Dept. of Transpertation DIA. Diameter '' J DR. or D.W. Drive.or Driveway E.F. Each FF c.6 E.W. Each Way ED Equipment Drain EFF. Effluent ELEC. Electrical` ELEV. Elevation EQUIP. Equipment ESCP Extra Strength Clay Pipe ESM'T Easement EXIST. Existing EXP Expansion EXT. Extended F.M. Force Main FD Floor Drain FLEX. Flexible FLG. Flanged G.P:M. Gallons per Minute G.M. Gas Main, G.S. Galvanized Steel G.S.P. Galvanized Steel Pipe G.V. Gate Valve GALV. Galvanized H.B. Hose Bibb H.P. High Pressure H.W.L. High Water Level HORZ. Horizontal HPAC High Pressure Tir Copper HPAG High Pressure GalvE-sized I.D. Identification I.P. Iron Pipe INF. Influent INV. Invert MAX. Maximum MANF. Manufacturer MAT. Material N.T.S. Not to Scale NPW Non Potable Water N.G. Natural Grade N.W.L. Normal Water Level O.C. On Center OH.E., Overhead Electric P.W. Potable Water P.S. Pump Station PVMT. Pavement PROP. Proposed PL. Plate P.R. Power Pole P.V.C. Polyvinyl Chloride P.T. Pressure Tested P.V. Plug Valve PAV. Paving P.E. Plain End RCP Reinforced Concrete Pipe RT. Right REQ'D Required RED, Reducer R. Radius R.W. Reuse Water R/W Right -of -Way REINF. Reinforced Concrete. STA. Station S.W,(S/W)' Sidewalk S.S Stainless Steel SQ, Sauare SPEC. Specification SAN. Sanitary S.W.D. Side Water Depth STN.STL. Stainless Steel T.B.M. Temporary Benchmark T.O.F. Top of Footer T. Telephone Cable TyP_ Typical TRANS. Transformer UG Underground UT Underground Telephone UE Underground Electric V.C.P. Vitrified Clay Pipe VERT Vertical W.L. Water Line W.M. Water Main GENERAL NOTES 1. THE LOCATIONS OF EXISTING YARD PIPING AND UTILITIES, SUCH AS GAS, WATER LINES, DRAIN LINES, TELEPHONE, CABLE TV, UNDERGROUND ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM PLANS FOR THE EXIgTING FACILITIES AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO CONSTRUCTION AND THE ORDERING OF NT111TERIALS, THE CONTRACTOR SHALL ADDITIONALLY REVIEW EXISTING "AS -BUILT" DRAWINGS AND SHALL FIELD VERIFY Ok DETERMINE THE LOCATIONS OF ALL EXIL"TING UTILITIES. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE, ALL EXISTING PROCESS PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE ENGINEER AND OWNER SHALL BE CONTACTED. 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE ENGINEER AND OWNER. 5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED, THE ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND ?RESERVED UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE 'CONTRACTOR'S EXPENSE. 6. FOR EACH RESPECTIVE PIPE LINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC., TO BE CROSSED OR CONNECTED TO. PRIOR TO PROJECT CONSTRUCTION, THE CONTRIC'_'OR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER AND OWNER DETAILING LINE DEPTH AT VARIOUS POINTS, CLEARANCES OB':►NINED AT THE VARIOUS CROSSINGS, LOCATIONS OF AIR RELEASES,AND OTHER DETAILS AS REQUIRED. IF THE CONTRACTOR DEEMS NECESSARY, A PIPE ALIGNMENT, DEPTH, OR ADDITIONAL FITTINGS, BENDS OR COUPLINGS WHICH REQUIRE A DEPARTURE FROM THE CONTRACT DRAWINGS OR A RELOCATION OF EXISTING UTILITIES, DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFOR SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. APPROVED DEPARTURES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 'I. ALL BURIED C.I. AND D.S. PIPING SHALL HAVE MECHANICAL OR PUSH -ON JOINTS UNLESS OTHERWISE INDICATED. ALL BURIED D.I.P. AND C.I.P. UNDER SLABS SHALL HAVE M.J. FITTINGS. 8. ALL ABOVE -GROUND C.I. AND D.I. PIPING SHALL HAVE FLANGED JOINTS UNLESS OTHERWISE INDICATED. .9. ALL BURIED PIPING LARGER THAN 4" DIAMETER SHALL HAVE CONCRETE THRUST BLOCKING AT ALL BENDS OF 22-1/2 DEGREES -OR MORE. THRUST BLOCKING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND APPROVED BY THE ENGINEER. IN LIEU OF THRUST BLOCKING JOINT RESTRAINT AS APPROVED BY THE ENGINEER WILL BE PERMITTED. 10. MINNIMUM PIPING COVER FOR PLANT SITE PIPING SHALL BE 24" FOR LINE SIZES GREATER THAN 4" AND 12" FOR LINES LESS THAN 4", UNLESS OTHERWISE INDICATED. 11. WHERE TWO PIPES CROSS WITH A VERTICAL CLEARANCE OF LESS THAN 6", A CONCRETE ENCASEMENT SHALL BE PROVIDED FOR THE LOWER PIPELINE AND A CONCRETE CRADLE FOR THE UPPER PIPELINE. 12. D.I.P. SHALL BE MINIMUM THICKNESS CLASS 51 UNLESS OTHERWISE INDICATED. 13. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE ;NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR ALTERNATE METHOD TO ENGIiNEER FOR APPROVAL AND USES MATERIALS AS DESISNATED IN THE SPECIFICATIONS. 14. THE CONTRACTOR SHALL PAINT ALL NEW EXPOSED MASONRY, CONCRETE, WOOD AND METAL SURFACES, EXCEPT FOR NON-FERROUS METALS, INC ACCORDANCE WITH THE SPECIFICATIONS AND AS APPROVED BY THE ENGINEER. 15. ALL TREES, SHRUBS, ETC., ALONG THE LINES OF CONSTRUCTION SHALL BE PROTECTED. NO TREES LARGER THAN 3 INCHES IN DIAMETER SHALL BE DESTROYED WI'T'HOUT PRIOR APPROVAL OF THE ENGINEER AND OWNER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL UNSUITABLE EXCAVATED MATERIAL. ALL EXCESS CLEAN FILL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER. 17. CHAPTER 553-851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. 18, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. 19. THE CONTRACTOR SHALL MAINTAIN THE PLANT IN SERVICE AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE OWNER. CONCRETE NOTES FOUNDATION: 1. SOILS AND FOUNDATION MATERIALS UNDER FOOTINGS SHALL BE PREPARED TO BE CAPABLE OF SUPPORTING A SOIL PRESSURE OF 2500 PSF MINIMUM. CONCRETE: 1. UNLESS SHOWN OTHERWISE, PROVIDE CLASS A (4000 PSI) CONCRETE WITH TYPE II PORTLAND CEMENT FOR ALL CAST -IN-PLACE CONCRETE CONSTRUCTION. 2. UNLESS SHOWN OTHERWISE, USE ASTM A615, GRADE 60 DEFORMED BAR REINFURCEMENT, SEE SPECIFICATIONS. 3. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH THE ACI 315 DETAILING MANUAL. EXTEND ALL SLAB AND BEAM REINFORCEMENT INTO THE SUPPORT IN ACCORDANCE WITH ACI CODE. IF SUCH EXTENSIONS ARE NOT OBTAINABLE, THE BAR SHALL TERMINATE WITH A STANDARD HOOK. 4. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, THE'COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: SLABS ON GRADE & FOOTINGS 3" BOTTOM, 2" TOP WALLS 2" SLABS ABOVE GROUND I" INTERIOR, 1-1/2" EXTERIOR BEAMS (INTERIOR) 1-1/2" (EXTERIOR) 2" COLUMNS 2" 5. UNLESS SHOWN OTHERWISE, CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4 INCH. DO NOT CHAMFER EDGES SUPPORTING GRATING OR EDGES WHERE WALLS OR OTHER STRUCTURE FRAME IS FLUSH WITH CONCRETE EDGE. 6. CONCRETE BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY AND CONTINUOUS BETWEEN CONSTRUCTION JOINTS: 7. SEE MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS AND EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF SLEEVES, HOLES, OPENINGS, RECESSES IN SLABS AND WALLS, ANCHOR BOLTS, ETC.; COORDINATE LOCATIONS AS REQUIRED. 8. THE FOLLOWING MINIMUM LAP AND EMBEDMENT LENGTHS FOR 4000 PSI CONCRETE FOR ALL BASIC REINFORCING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. BAR LAP LENGTH EMBEDMENT LENGTH (INCHES) (INCHES) #3 15 12 #4 20 12 #5 26 15 #6 31 18 #7 39 23 #8 51 30 #9 65 38. #10 82 48 9. LAP LENGTH AND EMBEDMENT LENGTH FOR TOP REINFORCING BARS SHALL BE IN ACCORDANCE WITH ACI CODE REQUIREMENTS. 10. BAR LAP SPLICES ARE TO BE STAGGERED IN LOCATION PER ACI CODE AND SUBJECT TO APPROVAL OF THE ENGINEER. ALL BARS IN ANY ONE SECTYON SEALL NOT BE SPLICED IN THE SAME LOCATIONS. 11. SLOPE ALL BUILDING SLABS, PUMP SLABS AND DECKS TO DRAIN. I onkUln Porter an®� a ACTIVITY �.-- DESIGNED BY: ENGINEERS, INC. `DRAWN BY: POST OFFICE BOX 1976 y� CHECKED BY: 500 W. FULTON STREET DAT E TO FOR r;-- APPROVED BY: SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL: REGISTRATION NO: DETAIL NUMBER DRAWING NUMBER ON WHICH THE' DETAIL IS DRAWN DRAWING NUMBER ON WHICH DETAIL IS TAKEN, DASH ,(-) HERE INDICATES DETAIL IS STANDARD FOR PROJECT SECTION LETTER DRAWING NUMBER ON WHICH THE SECTION IS DRAWN DRAWING NUMBER ON WHICH SECTION IS TAKEN zzz-A-eIO WATER SURFACE ELEVATION VALVE I.D. LEGEND CHECK VALVE -� GATE VALVE I r NOTE: VALVES IN LEGEND ARE DRAWN AS FLANGED, SIMILAR SYMBOLS SHALL BE USED FOR MECHANICAL JOINTS.' PIPING LEGEND NOTE: 1. NOT ALL PIPING SYMBOLS IN LEGEND ARE USED ON THE PLANS. 2. SOME SYMBOLS SHOWN AS FLANGED FITTINGS ARE SIMILAR FOR MECHANICAL DOUBLE SINGLE LINE LINE DESCRIPTION EXISTING PIPE - - - NEW PIPE WELDED JOINT MECHANICAL JOINT FLANGED JOINT - BELL & SPIGOT JOINT - --�- FLEXIBLE COUPLING WITH THRUST TIES - - - ---�---- FLANGED COUPLING ADAPTER FLEXIBLE COUPLING * - T-- ELBOW UP (FLANGED) + - C I ELBOW DOWN (FLANGED) - CONCENTRIC REDUCER (FLANGED) - ECCENTRIC REDUCER (SLANGED) TEE DOWN (FLANGED) -i TEE UP (FLANGED) - -SII-- UNION - BLIND FLANGE -� CAP OR PLUG (MECHANICAL) PRESSURE GAUGE LOCATIONS GENERAL NOTES, LEGEND i & ABBREVIATIONS NAME DATE SCALE! AS NOTED DRAWING NO. LWH & DAG 8/88 CITY OF SANFORD HEIDI LILES 8/88 ADDITIONS TO DATE: AUG., 1988 8/88 2 of 13 THE MAIN WATER TREATMENT PLANT & P. E. PORTER 8/88 JOB No. S0606.01 THE AUXILIARY WATER TREATMENT PLANT 14556 N 0. DATE REVISION APPROVED 0 CT 2 4 1989 1 700,000 GAL. 1 $, EXIST. '00,00 GAL 1 I ROUND STORAGE TANK« EX T. /,4,i G OUND ST 1AGE TANK K G//V ! BEIVG'R MARK �p�TA/G 3 3 �� ; 400 ' TO �s PA /?D• E -X /5T. METER ✓A[/G T EX/5T. 4 D. /. P. EX/ST//VG /30' TO CD RY W /VE�t/ ' /METER PIT 1 CLUB .PD. SE S.�/T- ¢ METER €' TR M5,,V1nL=R . \ EX/ST. YARD HYDRANT 1 i ��.�4G Y. 5'Gr . 4 /V /G /n/ FGt4 A'/GS OF _ . _ _ l � •`•` /E"ECORDER. e6C1,grE0 /A/ •loor TO REM.4//V �TYP.> � �1/ 1"q s/DE A? RiA/�'. MDD/F/ T/ONS 70 ro- BU/GO//UG ` , , EX/ST• G'TU�PE 001Vn/ECT TO ALTERNATE I D EX /ST • S/OE�tl•4G.I( �PEMOVE .9PPRD X . -- � 77 5Z t 16x/sr. TREE 7O w P G . 48 L F of EX/ST. /Pin/ E REMOVED ° Q CGia.RO//VATE' K/ .900/T/GW - , m. o e .CROP GG�AT/O ° v /NST.gGG.QT/DA/ OF POPOP. P'Ri Pp F X/5 / ALTERNATE BID e N e e ° . GATE �/�7GliE �'GRAVEG ,QELG�."ATE EX/57 I��ILVE Z4 ,K 1 �-•. -� r • • EX/ST. /Go O/G � : • D/SCN:4R L/ h 6ENERg7bR °� REMOVE A.pPROX ° /5T/NG EX � ALTERNATE BID � °' XT G � N � � � '101 460 SF nF EX/ST. ° MAIN WATER TREATMENT PLANT A /�" o. /.P .oROPos�0 z N • I WATER TREAT ET PLAIT ADDITION e A.SPHgLT .Q/7SE O/SC.�1.9�P6E _ 52 $EE DETi4/L 4 ?' p GLZ E E'42.00 i FOR //VSTAGG•�•'T/a/1 °$� F F E L E V. 52.00 G //VE OF DO ,OR/VE EX/ST. 2 lu.4TERG/NE REMOVE AOPROX. 9,8 L F. OF EX/ST. o ,D e .. � 53.0 i 3 '� ..�.._........y...,..��.................._..,.........,,,....,....�,...-.,,.. ' • ° S/OE6l/.UC K .PEMOVE .9PR.40X. 30 LF o ° ,QE/rlOVE EX/ST � � 0 0 ., ALT - +� OF EXIST. oEh/!�G/( Z K/ATERG//VE 3 FX�S7: FL.I4GPOGE N ERNATE BID ALTERNATE BID GRAVEL ALTERNATE 1/711t/G� "L7rR.4/n/ G/NE � REM.4//V � - � •,-... s3,o / � ° EX/5 G TREES --E-X-/S-T. TREE .6R4vEtL S <• 51 g .o so 5 I i OlGRQGfG? SP�ETE•4 /OE/?,ww.9- /2'O"rVi-hVA/EC.T,..T NszNOTEREMOVE Aww-/A_� 59 EXiBr/NG w ...... TO B /NE RETU�P/ TO OR/6/NqG O? uE EX/ ST. Al CDitrC' Ol/E�PFLOK/ �� •-� TD BE REMOVED B'PCON.D/T/ONALTERNATE B1D -'°•°"""``si.o � CDNC' FL UME�"'ti ' q 3 3 . SEE OET•�7/G ,8EL06t/ ALTERNATE BI�-- w -- _A - k^:...w:., .,- ..xHv � � ,:- ..• MMI ORW ._.- °.; , -..... . • •em �,/ • �X �S ritiG SEPrrc -4A le e � Z2,e4ri�/iiEGO h ID R. so io ;R .� PROP, 4'%ORg/ GINE 7 s nhSlu.4LE'' T1_ - W ^m � G'fONNECr TO --X157: TYP/c'qG •,-__..-P...----- SEEPAGE -'P/7 ------- "" P�Ot�/OE OA/E 2 H CONDU�l i•P0�1 O�PD�G=.PTY L/rvE fD.P TELE�yOrt/E $E.P!/%G'E . CAo _ G'ONOtJir� BrA�t'E L oCA TioN A r P-Po��,Pr L /it/E . A atll,, l/GL /Y/SPE h, /1%OTE: .�7LG RETA5A071D/V 510E SLOPES SN�4GG BE 5: / M,4X. I ALTERNATE SITE, GRADING, & PIPING PLAN THOSE PORTIONS OF THE PROJECT IDENTIFIED AS "ALTERNATE BID" " SHALL BE BID SEPARATELY AND SHALL INCLUDE: SCALE: 1 -20 BASE BID AREAS TO BE REMOVED SCALE: 1 ";20' ALTERNATE BID PROPOSED PAVEMENT 1. DEMOLITION IDENTIFIED BY "ALTERNATE BID" I ® ALTERNATE BID AREAS TO BE REMOVED 2. TREE REMOVAL NOTE: THE EXISTING GENERATOR AT THIS SITE IS TO BE REPLACED 3. ASPHALT DRIVEWAY AND PARKING AREA WITH NEW GENERATOR EQUIPMENT. THE EXISTING GENERATOR 4. HOIST RAIL EXTENSION AND SUPPORT COLUMN IS TO BE RELOCATED BY THE CONTRACTOR TO THE AUXILIARY 5. CONCRETE RETAINING WALL ___-- W.T.P. SITE AND INSTALLED PER PLANS. THE EXISTING 6. NEW DOORWAY FOR CHLORINE HANDLING �(- - -- -- GENERATOR AT THE AUXILIARY W.T.P. IS TO BE RELOCATED BY 7• FULL SODDING IN LIEU OF SEEDING FOR DAMAGED GRASS AREAS. I 8i_O„ I THE CONTRACTOR TO ANOTHER SITE WITHIN THE CITY LIMITS PRDP. 2q" AS DIRECTED .BY THE OWNER. ATTHIS LOCATION THE FLOW I /r' GENERATOR IS TO BE PLACED ON A CONCRETE SLAB PROVIDED I ( / "=n!:R W/ /25 /=1_6 S. BY THE OWNER. ITO OTHER INSTALLATION SERVICES ARE o- mIIIIII (I°}Ii ( I REQUIRED, FOR RELOCATION OF THE EXISTING GENERATOR FROM THE AUXILIARY WATER PLANT.A- TI57/A16 11 11 41-- �., : , o• .BeR,,! EL. 5/.0 I I --I►q",,/ /uEi�P EG •5040 24 . It LLJ° I j. �.._ . -, J ,FST TOF' ELE1�,4T/Di✓ 1�.4.P/E5 . SEE 1 _j (SGDPE f'E�P S/TE PG.gi1/j EL . 54.4 G,Q,40/NG PLAN F�'J4..p EI�EI!.4T/Oi1/S. - �.. 9/B" S/GN.4G G3gSGE5 NEIll fGgN6ED COvPG/rIN6 ADAOT6e S Z A: _ ASOyAGTBERM 6Z . 64 O 12I ------- ---J I NOTE: GRgOE4rimGt�ivT./2..OG, ° Iii= ��- ui_ i�`Ili I AL U/�J//VUNJ --- - - - -- - - EXP.4/VS/o/✓ e INSTALLATION OF THE NEW METER /N - LU.4GL • r SHALL BE INSTALLED AFTER HOURS ✓D//1/T ° F'pGE„' DURING LOW FLOW DEMAND. IT IS IV /'V ¢ - 3 40&1615 T eLw. Of THE CONTRACTOR'S RESPONSIBILITY /2 4-0 G -4L. STEEL /�r2 " TYPE SIB' ASP/��7GT i0 E OTG' T P/o F/GG O k/ �P o - E TO PERFORM THE NEW WORK IN A. �A/N CONC. OVERFLOW DETAIL SEX/ 5T METER SP DE> MANNER THAT WILL LIMIT %A/N ♦ / CD/✓C.2E+TE ° r 8 " L/MERaC'k ,g.q.SE C'DeiRSE U x/ T <i y1 rV ti! til E' S 1/E/VTUR/ ME'TE�Q INTERRUPTION OF SERVICE. THE YE0006t/ CON�.2-372Q 8E ETE AO 5T,�7 / G /PEO. SUa - ByoSE NT P4/LL SUBMIT A 75 O S. /. yGE PROPOSED SCHEDULE OF THE TIME -av ¢ /Z D.G.E/t! .QS SoEC/F/EO THE PLANT IS TO BE OUT OF ALTERNATE BID ALTERNATE BID ALTERNATE BID MAIN WATER TREATMENT PLANT SERVICE FOR APPROVAL BY THE METER DETAIL /� ENGINEER AND OWNER. RETAINING WALL DETAIL /9 DEMOLITION, SITE, GRADING 8 BOLLARD DETAIL TYPICAL PAVEMENT SECTION SCALE: 3/8"=1' -On 3 3 SCALE: 1/2' 1'=0° 3 3 SCALE: 1/2°=1'-0° ,3 3 PIPING PLAN DETAILS, & SECTIONS Conklin Pbrter and MolmesACTIVITY NAME DATE SCALE. AS NOTED DRAWING NO. CITY OF A " � . , , DESIGNED eY: LWH &DAG 8/88 S NFORD ADDITIONS TO - �,� � ` ' DRAWN BY: " HEIDI LILES 8/88 • , . `° {ENGINEERS INC. _ POST OFFICE BOX 1976 CHECKED BY: D.A. GIERACH 8/88 DATEI AUG., 1988 WW T EA'TMENT PLANT & 500 W. FULTON STREET 3 Of 13 THE MAIN A R T R z SANFORD, FLORIDA 32771 DATE TO FOR y: APPROVED BY: P. E. PORTER 8/88 0 -889 cAwA166 OleD.=A o.,q:G HE AUXILIARY WATER TREATMENT ERCT PLANT m TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL is 5� � REGISTRATION N0 14`56 N0. DATE REVISION APPROVED JOB NO. S0606.01 'i O CT 2 4 1989 4._ I /►/orf : COAT er;Q97/NG Co/vC.PfrC /�V TACr tyiry NES l-Y/Ty .BONO�i✓G Ola 417: ,0 _-5; cW /Z" .141B 7.- .�---- fX/9r�iuG .�C�ILB' ,PBLocA rf0 1Ce:ea ✓Neer fX/,g 7'/N6 C•yLDW/Ne 1 -/NES 1`0,e AleW 1-,0047'/O/1 4, Ci�L/�t/Of.P9 9A`Y ea7" ANO "PEiY10l/E fX/,STING /� X 7 "!v "" GOr✓C/QErD �GDo"P �N OAsHEO G/r✓E�3 I I EX�BT/A/ra Coit/c"PErE SL�IB � � DSP/LL E'' �f'O.Yy ,(�f6A�P /NTD EX/s r��✓G SLAB 7Y"° 3 -6110e.9 ° • • . OfTA/1-5' J'/LDIYi✓ fz�P ry�,9 �q�L A"f'E rYf' O� Ts//PEE ,5/OSS t_� 4�,w z �,r � ` EX/ST, !' MONOR.Q/G 4 4 �X157-. CG Z SC'•QGE' REMOVE .1x/sr CDN'• FLLX�iP !IE'cESSED PIT IcV"4 TON CHLORINE EXISTING vp ��-=-,r/,5 7.* C11L0R1n/E C Y L I 1.1 N DER p,Q0o D/?Ain/ CHLORINE ScgGE TDN G'XL//VOEiQ 92fe Oer-414 R O O M SECTION ,qf F TON 'C ORINE 2� CYLINDER 7 I 4 4 �. SCALE: 1/2"= 1'-O" g _ /yC PROP __.-- - ..... . (TYP FOR 7IUo% /NSrAGG ,°ROP. FG aDR Ti4oUGN EX/,9T/NG 5N __ EX/.gT/NG Ai✓6GE .BE.9M CD/YT/A/UDUS 23 I STRUC'7"UQ.4G TUQE' � Z�j Z4"C. f=/PE CONNECT/O SEE OE'T�/G FO"P G'yG0.4//1/E ,o/P//✓G O,eA//V L/it/E Ol/T5'i/JE QL06. REMD[/E �X/ST. : ¢ SGOPE rlow",�D C'YG//V,DERS l!/EGD EXISTin/G SEE 9HEFT CENTER CGLUM/V ' G"40f' /O'Lui.DE GATE 5EE OET,9/L f /NST,4GG TK/D ZO ,STBfL r!/BE I EL . Cm/. 7 ,ANGLE FLOOR D R A I N .DETAIL 2/ °ROP• CGICUMNS 8 • yf Dy/E,/T CON�t/fC T/O1t/ - eel_ TD BEq y /N9�,Pr /V. r5. 4 b' .95 5/�al u/V DR.Q/N G//UE 8•'x-. TUBE � ¢ 4 • COG!/.tlN NOTE: m $�� OE"7A/G$ • I I ANC/XO.Q POL TS i /O "x X The existing chlorine scale shall be rever�.ed so CDNNEC'T/ON ; �A�E .°LATE !p� EC.S/.8 _ N �� the scale reading device is located adjacent to , �R0.4 P.4vEo ,DR/i/E LO TD i /Z'`X /Zu ,D/f.P x .�J" x 3�B the south wall of the existing building as ZZE13 5EE S/TE PL.4/V FO.Q GDL!/.t-!N III "9�✓6GE CD�I/T. shown. The ton cylinders shall be centered under • the existing hoist. A pit shall be built to ¢ O�'Q/GS 8"CeWC' RE7.0/N/NG A401 -G 0 I I cj s�/DLo 7O �rEEL • , 3 - 3 7/E COA/T' lower the scale and cylinders by 15". All chlorine • ••••••••••••••••••••••••••••••• ••••••••••••••••••••••••• ••••••••••••••••••SEE S/TF OG.4/V FD.P DET/7/GS TliBE ryf? `OU"Q lines shall be relocated and reconnected. Chlorine ZZ' -D" /3 =0'' service shall not be interrupted unless approved i ¢ 6�1PS by the Onwer. The Contractor shall submit a o ' o o. C. G'Drvr. /yfGp proposed method for maintaining temporary ° ° •. : \ chlorine supply for the Engineer's and Owner's_ approval. •°• � •v. ° • • ., .. N FC17TE/Q FtJ"Q , '3/B CONT. I�YEGO •: RE-7,Q�/V/NG 4 I '�—'/'RD/? C'Di1�f: C'OGUM/1/ • rae� I I sem' oFr"�/G('24 ; ev,4 /C .rA/L r0 �.9ros� fX/9rft/G l� �J ALTERNATE BID................................................................................. 4 4 ...................... 4' COLUMN FOOTING rgb� ALTERNATE BID ALTERNATE BID SCALE: 1/2" 1'-0"; `f ¢ SECTION SCALE: 3" = 1'-0" ¢ ¢ Ex/,9T/w� PLAN VIEW - SOUTH SIDE OF BUILDING CONCPErE "POOH ODC/f� EX/,$T/NG "x 3 x /�,a ; • AN6G� o CONC.PfTf /PDDi pDC"� SCALE: 1/4"=V-0" / T/r✓ " ' bo AN6� f : • 7/B ., 41e4e7fO /ivro ,Q : 9 ; X 5' G 8 x 4 8 q . BNO O� TUB�Nh TUBE 8./ X 4 " x 3�8 9T,PUCTU/P9L>�BL T//6iNl> �I 4„X4a X 3/8 .. G EX/$ r/.✓G 7�8 �LArB G'ON7 GU�GD , a 3/8 PLATE //O ST II �Z REQ.Q O. <iur- 87ifi�n/f / R,QiC po o • • ” II Lc \ NEl�Y 7 B .°LATE EE � N ST G G W 729 UM ................................... ................ \ I cb C E W D / T D E L O \ O N / N II tilov X T ri X/ � E 5 i \ i 5 G 8 U,Q N �— / T G o r r / .G r E NG xs s v e / D /L r✓ OL U I � A E I 6 C /1-1 T N \ LA \ N \ I W X 3 \ 5 x d I , X X Z 3 4 G \ J 9 ANG N . Gf lT/ I I o EGo / 3 / „ 8 o L N — F 2 G A 9 O -P f \ A I r \ L \ T B - /E l� L ESP D X- 2 /JLL B D 5 I i 1 v \ o DU 7Y �' .P E \ 9 8 .9R B S p AS 13 \ \ J o o/v v� \ D o \ f o l L /E T 5 / 2 3 4 . C � O @ ff . I \ L f \ \ \ J \ \ �Xi.9r. yDi,Sr I \ / 21A'15'r/r✓6 G"Pf1NE/L I �1 DX/✓�- TNc� I DX /ST/NG ✓��8 " I I i i C.PANB ,PA/L CONT IuE�D ,pgiG EL. Oe .4 re I I I I (8� B.QRS BDGTS 3 r�� @ To �Z /✓E/1/ 8" x ¢ ". x 3�8 " /✓C!t/ GlPsING` rP9/L TO fXTfi✓O CDNr• 4 �X TvBB CO�I/r. /y�1-o 1W,4 reW fX�v' r/Nb BBT��O^/ NB"' ` 5 B�'RS GR 2D '' ©/,Q 4 FOS/NG ALTERNATE B I D EXiSy-�rl/6 8"x ¢" X 3/8" TUBE' 141-1- 4S1OEs „ COGdr11N$ • G!//' /2"o.C. E W � =p", SQU.Q.QE /veh" B x X �/8 >UBE f ri8riruG TUBir✓� ALTERNATE BID �X/sri.✓G G.PANf .PA/1- Cover• y1fLO ALL �9/ODS QAC•r 9U"leei✓T SECTION PLAN VIEW .�a,e /iV9rALLslr/Di✓ DEMOLITION OF EXISTING ALTERNATE BID D� Al~ �Bqr�. /t/�`Y ALTERNATE BID exrf,Pra,P ��A� ro COLUMN DETAIL 24 COLUMN AT CENTER CONNECTION 22 CENTER CONNECTION DETAIL 23 •BUS APIA/NOT SCALE: 3/4"-V-0"4 ¢ CHLORINE HANDLING DETAILS ,BBgz1 9h'D/YN "_ " SCALE: 3"= 1'-0" ¢ ¢ SCALE: 3 1 -0 ¢ � Conklin Porter and 11oIes ACTIVITY NAME DATE SCALE1 AS NOTED DRAWING NO. DESIGNED BY: LWH & DAG 8/88 CITY OF SANFORD ENGINEERS, INC. �' DRAWN BY: HEIDI LILES 8/88 ADDITIONS TO POST OFFICE BOX 1976 CHECKED BY / DATE : AUG., 1988 O D.A. GIERACH 8,88 4. of 13 THE MAIN WATER TREATMENT PLAINT & 500 W. FULTON STREET DATE TO FOR a., ,ph •jam. APPROVED BY: P. E. PORTER g/gg ' SANFORD, FLORIDA 32771 JOB N0. S0606.01 THE AUXILIARY WATER TREATMENT PLANT •`' TEL 305 322-6841 TEL 305 831-5717 1 PROJECT CONTROL REGISTRATION NO: 14556 N0. DATE REVISION APPROVED n r,'r o A 3QQQ F/�E-PGLASS G/Pf1 re 5/a�X%�POLYrUBE �7YP.) ZD ,EXP,4N5/ON M4T�R/.4G T/rt/h Git/e.P.4T0"Q "QErYIDd� E,1�/9Tj,1/6 G�iUfQA TO P a' 6 X 9 (o" AND /A1974L4 A/EDu 48 EXISTING Q•. PROPOSED CHEMICAL T- ° DIESEL STORAGE D,P y'LAB As I've PICZ-- C.457- POLYESr&R GENERATOR I ROOM 7/2�: /N9T4LL ,4 Ort/ O� ORA/N CrYP> c • a a Ofr�r/GS D� y10vi1/Tir✓G DETAIL 'EXISTING I BUILDING iX"x 3/8 A17-5 7,,.7(PDer,-q/G TUBEH EXISTING S� TES N HALL OF FLGi"R 7R0C/6/y FO"? 01-160R/iVE ,0/10/1/6 . A EX/ST, !' MONOR.Q/G 4 4 �X157-. CG Z SC'•QGE' REMOVE .1x/sr CDN'• FLLX�iP !IE'cESSED PIT IcV"4 TON CHLORINE EXISTING vp ��-=-,r/,5 7.* C11L0R1n/E C Y L I 1.1 N DER p,Q0o D/?Ain/ CHLORINE ScgGE TDN G'XL//VOEiQ 92fe Oer-414 R O O M SECTION ,qf F TON 'C ORINE 2� CYLINDER 7 I 4 4 �. SCALE: 1/2"= 1'-O" g _ /yC PROP __.-- - ..... . (TYP FOR 7IUo% /NSrAGG ,°ROP. FG aDR Ti4oUGN EX/,9T/NG 5N __ EX/.gT/NG Ai✓6GE .BE.9M CD/YT/A/UDUS 23 I STRUC'7"UQ.4G TUQE' � Z�j Z4"C. f=/PE CONNECT/O SEE OE'T�/G FO"P G'yG0.4//1/E ,o/P//✓G O,eA//V L/it/E Ol/T5'i/JE QL06. REMD[/E �X/ST. : ¢ SGOPE rlow",�D C'YG//V,DERS l!/EGD EXISTin/G SEE 9HEFT CENTER CGLUM/V ' G"40f' /O'Lui.DE GATE 5EE OET,9/L f /NST,4GG TK/D ZO ,STBfL r!/BE I EL . Cm/. 7 ,ANGLE FLOOR D R A I N .DETAIL 2/ °ROP• CGICUMNS 8 • yf Dy/E,/T CON�t/fC T/O1t/ - eel_ TD BEq y /N9�,Pr /V. r5. 4 b' .95 5/�al u/V DR.Q/N G//UE 8•'x-. TUBE � ¢ 4 • COG!/.tlN NOTE: m $�� OE"7A/G$ • I I ANC/XO.Q POL TS i /O "x X The existing chlorine scale shall be rever�.ed so CDNNEC'T/ON ; �A�E .°LATE !p� EC.S/.8 _ N �� the scale reading device is located adjacent to , �R0.4 P.4vEo ,DR/i/E LO TD i /Z'`X /Zu ,D/f.P x .�J" x 3�B the south wall of the existing building as ZZE13 5EE S/TE PL.4/V FO.Q GDL!/.t-!N III "9�✓6GE CD�I/T. shown. The ton cylinders shall be centered under • the existing hoist. A pit shall be built to ¢ O�'Q/GS 8"CeWC' RE7.0/N/NG A401 -G 0 I I cj s�/DLo 7O �rEEL • , 3 - 3 7/E COA/T' lower the scale and cylinders by 15". All chlorine • ••••••••••••••••••••••••••••••• ••••••••••••••••••••••••• ••••••••••••••••••SEE S/TF OG.4/V FD.P DET/7/GS TliBE ryf? `OU"Q lines shall be relocated and reconnected. Chlorine ZZ' -D" /3 =0'' service shall not be interrupted unless approved i ¢ 6�1PS by the Onwer. The Contractor shall submit a o ' o o. C. G'Drvr. /yfGp proposed method for maintaining temporary ° ° •. : \ chlorine supply for the Engineer's and Owner's_ approval. •°• � •v. ° • • ., .. N FC17TE/Q FtJ"Q , '3/B CONT. I�YEGO •: RE-7,Q�/V/NG 4 I '�—'/'RD/? C'Di1�f: C'OGUM/1/ • rae� I I sem' oFr"�/G('24 ; ev,4 /C .rA/L r0 �.9ros� fX/9rft/G l� �J ALTERNATE BID................................................................................. 4 4 ...................... 4' COLUMN FOOTING rgb� ALTERNATE BID ALTERNATE BID SCALE: 1/2" 1'-0"; `f ¢ SECTION SCALE: 3" = 1'-0" ¢ ¢ Ex/,9T/w� PLAN VIEW - SOUTH SIDE OF BUILDING CONCPErE "POOH ODC/f� EX/,$T/NG "x 3 x /�,a ; • AN6G� o CONC.PfTf /PDDi pDC"� SCALE: 1/4"=V-0" / T/r✓ " ' bo AN6� f : • 7/B ., 41e4e7fO /ivro ,Q : 9 ; X 5' G 8 x 4 8 q . BNO O� TUB�Nh TUBE 8./ X 4 " x 3�8 9T,PUCTU/P9L>�BL T//6iNl> �I 4„X4a X 3/8 .. G EX/$ r/.✓G 7�8 �LArB G'ON7 GU�GD , a 3/8 PLATE //O ST II �Z REQ.Q O. <iur- 87ifi�n/f / R,QiC po o • • ” II Lc \ NEl�Y 7 B .°LATE EE � N ST G G W 729 UM ................................... ................ \ I cb C E W D / T D E L O \ O N / N II tilov X T ri X/ � E 5 i \ i 5 G 8 U,Q N �— / T G o r r / .G r E NG xs s v e / D /L r✓ OL U I � A E I 6 C /1-1 T N \ LA \ N \ I W X 3 \ 5 x d I , X X Z 3 4 G \ J 9 ANG N . Gf lT/ I I o EGo / 3 / „ 8 o L N — F 2 G A 9 O -P f \ A I r \ L \ T B - /E l� L ESP D X- 2 /JLL B D 5 I i 1 v \ o DU 7Y �' .P E \ 9 8 .9R B S p AS 13 \ \ J o o/v v� \ D o \ f o l L /E T 5 / 2 3 4 . C � O @ ff . I \ L f \ \ \ J \ \ �Xi.9r. yDi,Sr I \ / 21A'15'r/r✓6 G"Pf1NE/L I �1 DX/✓�- TNc� I DX /ST/NG ✓��8 " I I i i C.PANB ,PA/L CONT IuE�D ,pgiG EL. Oe .4 re I I I I (8� B.QRS BDGTS 3 r�� @ To �Z /✓E/1/ 8" x ¢ ". x 3�8 " /✓C!t/ GlPsING` rP9/L TO fXTfi✓O CDNr• 4 �X TvBB CO�I/r. /y�1-o 1W,4 reW fX�v' r/Nb BBT��O^/ NB"' ` 5 B�'RS GR 2D '' ©/,Q 4 FOS/NG ALTERNATE B I D EXiSy-�rl/6 8"x ¢" X 3/8" TUBE' 141-1- 4S1OEs „ COGdr11N$ • G!//' /2"o.C. E W � =p", SQU.Q.QE /veh" B x X �/8 >UBE f ri8riruG TUBir✓� ALTERNATE BID �X/sri.✓G G.PANf .PA/1- Cover• y1fLO ALL �9/ODS QAC•r 9U"leei✓T SECTION PLAN VIEW .�a,e /iV9rALLslr/Di✓ DEMOLITION OF EXISTING ALTERNATE BID D� Al~ �Bqr�. /t/�`Y ALTERNATE BID exrf,Pra,P ��A� ro COLUMN DETAIL 24 COLUMN AT CENTER CONNECTION 22 CENTER CONNECTION DETAIL 23 •BUS APIA/NOT SCALE: 3/4"-V-0"4 ¢ CHLORINE HANDLING DETAILS ,BBgz1 9h'D/YN "_ " SCALE: 3"= 1'-0" ¢ ¢ SCALE: 3 1 -0 ¢ � Conklin Porter and 11oIes ACTIVITY NAME DATE SCALE1 AS NOTED DRAWING NO. DESIGNED BY: LWH & DAG 8/88 CITY OF SANFORD ENGINEERS, INC. �' DRAWN BY: HEIDI LILES 8/88 ADDITIONS TO POST OFFICE BOX 1976 CHECKED BY / DATE : AUG., 1988 O D.A. GIERACH 8,88 4. of 13 THE MAIN WATER TREATMENT PLAINT & 500 W. FULTON STREET DATE TO FOR a., ,ph •jam. APPROVED BY: P. E. PORTER g/gg ' SANFORD, FLORIDA 32771 JOB N0. S0606.01 THE AUXILIARY WATER TREATMENT PLANT •`' TEL 305 322-6841 TEL 305 831-5717 1 PROJECT CONTROL REGISTRATION NO: 14556 N0. DATE REVISION APPROVED n r,'r o A 3QQQ ��! ?Ch/ f/OLE,9 //V lyyGG r0 /N9TC/5' �X/,gr/Vl� yIATE.Pi,9G 9 eX/$ T/A/h BU/G D/N6 C.OAleZ, yOI�SE.�'EE�it/G .oAO GYALL tiIDU/vrEo A/,P - .•R,.� `EXISTING 4" SUCTION LINE FROM TANKS .__.--,---..... _.... A • NEW 1414LL r- - �� 5'EE NOTA O/ S fX/,y'r/NG p00/P �"""� •�� �'�""�- EXIST. PIPING Exisr. I — oU.yv I Roe / I I o I _J F / 7_1A,166CN6 �! r0e I E1V/S7-IAI& WOO ««- - ger ro 6 / elflOt/E•O ( TD �C .PEiL�OIiFO L. q/✓o oeL/!/E.PEo ro •I L _ J NZ=/y 3 o „� B „ ,/v,SUeArf.D —I ••X l,;V .✓OTZ a !-tom/NODS . WALL INSTALLATION PLAN AT AUXILIARY PLANT SCALE: 1/4"= 1'-0" NOTE: lO New wall shall be constructed with 3-1/2" x 4-3/4" 20 gauge galvanized metal studs 16" on center. Finish shall be stucco applied to galvanized metal lath. Color to be selected by Owner. Fill cavity with fiberglass insulation R-11 minimum. Wall height shall be approximately 8'4"+, 2�. New ceiling shall be a suspended ceiling with galvanized metal runners 16" on center. Finish shall be stucco applied to galvanized metal lath. Color to be selected by Owner. Fill cavity with fiberglass insulation R-11 minimum. Ceiling height shall be approximately 8'0". 3�. Submit details of construction for all work to the Engineer for approval. - 'z ' sUPPoR7 ROOF rNIMBLE GALVAN/ZFD 4/,e DUCT FLEXIBLE COUPLING FOA £L£CTI,'ICAL CONDO/r FLEX/ISLE 6ELi/NG iRtl�iE? T//ICK X Z. 4.4 L. 4.S/DES FL EX COUPL ING DF RAD/4 TO.R Co. \ A9/4 TDR U SE=CURITY 7YOE ALUMINUM LDUVER9 rrrt�.ra. W/,6/40 .SrQW e N /497r= 0ZWTRAC7D.? -WALL-RVV/Prr OR4WIN669 OWA/AC 0IVC7_ANO CONNEC7_/0491 SEE Ii1A(ICAc_Tt$1RER5 \ AND MFir7- MANUFACTURERS R6()U1,7E•MENT5 TRU TION BATTERY FOC AIR DUCT/ LOUVERS ANDOPE/V/Nl,. FOR VIf5RATION BATTERY _ .' ISOLATOR• ANCHORING DETAILS �. �.•� (P /7//IL A*Al. tiara rca .1muNr,:ve / ct 5'LA�jT � LOC.47/0NS, ANCAIOR P T ANO EXACT (•6E.PQLL /A>iFN 4/O•VS / SF. E Jf,Fe, R ,Q INNS 17 (jyQ> E'XI-•TING ,4,qOBiY1/T 9//OP p,QA/yi^/GS 9f701Y 6,CNCRATO,Q AND BASE MOUNT DETq/L Z9 '4' LOCA rip/✓S Of G�/vE-PAro.P •VOT TO 6edLr- 5 EISTI G MCC —SELF CL OS/NC R4/N CAP %4 /X 2 I/ A/OL D DOWN S7,eg, TURN BUCKL E W/ I/2' BOL T RESIDENTIAL SlL ENCER RAIN CAP � _.ROOF TL//M BL E 1 I. �- I 900,9 MOUNTE-D GEN. MUFFLER /V •r 5 SU.oGO ' 4� PIPE 0" D 4�I - ° NOTE = COMM,0A1 D/MSN$/ONS P RT '� 8° UNLESS OTHERWISE �Lt!'rpNIA'rIG PQE'RgdRIC�►`rEt� SEE ,DETq/G /Q O./.P, SPECIFIED ARE SH,0WA1 C AI - • • 78" TR,4C'TOR TO C'ON- r BACKDQArj Dy4mrm IZooP C�iQ.., rte- 5 w o. FAG'TU.PER$ REOU/.4'E ' CONC. ENCASE o . 10�� PIPE 8� LARGER / •• 1/4" NEOPRENE PAD - � /Z � MENT FOR OUMO 30 'S/4" o. ; 30° oL/MP BASE ClSE'O, �UM� PROP ,d/P//VG e' O/ME/VS/O/Y BASE �• o' , 2-# 4 N l Sl E F D MEN Z� R> o 0 ?Y�/ L �X�/.4U✓T F�1N �A�L ,orPE . , . - • ' .. ' ' • • •• •. ' . . # 4 VER O T T . N TO S C„4L � TE': NO • - 5 ✓ i4 "G1�rE 1%Q�vE LU A!O✓U57' ,-//Y/,O E3ASE EGEV. E3�SE0 # 3, 12" O.C. Q 4N PUMF� M.4/VG/F.QC'rURE.PS P/PE SU.oiR��QT z; 1. The new 16" header piping including tees and valves shall be / .PEQU/REM�'/VTS . Sel&AV1T' S.SIOP DJ416. SEE o�rniG � 5 12 /2 EXP. _/0/A/ completely assembled prior to removing the existing piping. /rf/ PROP. �iM/NS/ONS FOR OD (7Yp� The new header should then be installed after hours during �:s� °� °' PUMP SLAB ° a' '` °' low flow demand. Pipe supports shall be poured for the new o //CZ, / / piping. The building and pump pit shall be built around the SECTION 12 3 CLEAR¢�(v �C. ,3//CL�A�P # ,d new piping. NOTE: EXTEND PIPE SUPPORT BASE �I •r� Lib O.C. O (e7yf/e_-AZ A*5or[,/ p/Ays 2. Suction piping shall be constructed the same as described in SCALE 3/8°=1'-0" .REINFORCING STEEL 1 2' MIN. INTO PUMP PIT SLAB i7i0/CLJL) BOTI,�{�VQY$ item 1 above up to the new valves. PIPE SUPPORT DETAIL 25 3. Items' 1 and. 2 are provided as an alternative for construction to limit the MAIN AND AUXILIARY PUMP SUPPORT DETAIL 2& interruption of service to the existing plant. It is the Contractor's 5 5responsibility to perform the new work in a manner that will limit WATER TREATMENT PLANT .vor To SCALE �J 5 interruption of service. Work shall be performed during a single late night low flow period 1:00 AM - 5:00 AM. The Contractor shall submit the PIPING AND MISCELLANEOUS proposed method of construction and the date that the plant is to be out of DETAILS service for approval.by•the Engineer and Owner. ACTIVITY NAME DATE � ®nklin ��er and Holmes DESIGNED BY: LWH &DAG 8/88 SCALE! AS NOTED DRAWING NO. CITY OF SANFORD 8/88 ADDITIONS TO . DRAWN BY. H. M. LILES ENGINEERS, INC. ., ;. _ POST OFFICE BOX 1976. CHECKED BY: DAG 8/88 DATE, AUG., 1988 5 of 13 THE MAIN WATER TREATMENT PLANT & 500 W. FULTON STREET I SANFORD, FLORIDA 32771 DATE TO FOR ( = APPROVED BY: P. E. PORTER 8/88 THE AUXILIARY WATER TREATMENT PLANT TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL �'a `: °e` 9 REGISTRATION N0: 14556 NO. DATE REVISION APPROVED JOB N0. S0606.01 OCT 2 Ii Wgg E X/ST//1/j ,��RT/AL �-�r 30 0 /i i �s�o 0 ovi �-�c. ✓ _ 6 7 boy 7 O b 6 Pr< QST coMc. P L, . D o 0 0 7 d i � / � i/ L sj �7 d i Tel /8 2 0 /8 /8 5 e /g z-oTe /8 n /off o// - - - - — — II A PROP. PIPE PIT GALLERY EXIST. LIME I ` I g ' I I EXPANSION - EXIST. F/�/ FL 00/,!? E"X/Sr/ivy �iP� T �ALI�RY �LOti/ I I ���L, ,� �'- o'/'` �i -L xed STi4Z/GT s/¢ 5a. .Tue�Ny S G�r/Y FEED ROOM /rE/-10VA E FL OR I I N ¢ o.�. �TYP) r��r/\c� o EXIST. OFFICE I � /�c� a/� Ts . I , I _ %4,a A�� rrN� II �/ /r &LAB AREA I ► I fin// rs •�7-LAR s� L 0/.4�oN�L 0 3 x I ^ \ map Z X z //X /4 / L. �/\/7r e�GC AZ_ L//� D00A TRAN50/ /.LEDC�F� o / II /� EXIST CORR. I I 6 8 �� I ' _I ATE E X /ST, ;8L_ RF_GOG�E cX/577A/ / /Z AL., Sc�2 .� I I ;/E/vD I cy C_�. 0 / / AACV ' , ��. P �� S /A/ z � z%z 11 Buf//� i sTi��Eiv�R I I / R�r�o�Eex/sr. /�rl I I �, 77�E/R �/�!T/�ETy To �•�l/�l�L L//�l/75 . 5fz Rrc �I/E /Z 1:2cI F,q,A/�E ,p/VL.I I RF�?L//RE,r Li_F//1/ FLCX� /107Z-: : I'A'INT_ A4-L- /0/4z ALL/o/4z F�v/oE Pf�P. 350 111111H1 111111 1 1 ��lSER/ S c�LR ALL/M. n III PPo�nS C o 14,77_ nr,a /I /\/&72F C7A77• To .8E CLEAR A L 41H.. u % 5T� 5TH . Roo Gcf-x/My �Gh:WY (,CN -_7M6 AS PSR ALTERNATE BID z SECURITY GATE DETAIL - 7 6 SCALE 1/2"=T-0" B A 30111� ,f-X /S 7 7-°xG�. lLO I I ^Z-/- 041n150 H'� B ST ¢B 7.5 LA' ALTERNATE BID BEAM DETAIL VIEW B—B SECT A—A DETAIL A 6 6 5'x3�'� /¢L 7 6 � 11 g•5 � � \ � I I TL/B�' I 50g/ 3//G AS EGTA•-fL� I 8 X ¢ X3/Ce,IQ — — — — — 71/� RIDGE FRAME CONNECTION BUILDING . & STRUCTURAL PLANS DETAILS SCALE ' 3"=1'-0" m Conklin Porter and Holmes LOr LO M ENGINEERS, INC. POST OFFICE BOX 1976 Z 500 W. FULTON STREET DAT E TO FOR Z SANFORD, FLORIDA 32771 m TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL FLOOR / DIMENSION PLAN 6 SCALE 1/4"=1'--0" ' L � FOUNDATION /FRAMING PLAN SCALE 1/4"=T-0" ACTIVITY NAME DESIGNED BY: 11 DRAWN BY: DRH CHECKED BY: SWH APPROVED BY: HPO o REGISTRATION N0 684S F.L. �X/ST. �''/x 8 /' S7� . Tz/�• F oP -.71'/x8 // 57 /� . FaS,! �oNG . /'iER S oN 3'0x 3 Lr-T,4/L_ A/p rt l0 8 I OAI WOOO OERRYBERRY PAVELCHAI{ FLOOR/DIMENSIDN SLA ARCHITECTS, 4970 SOUTH HWY. '_17--92 FOUNDATION/FRAMIN CASSELBERRY FLORIDA 32707 407-834-2110 LAN &, MISCd DETAILS 88-184 SHEET: 1 OF 3 DAT E SCAL&AS NOTED DRAWING N0. CITY OF SANFORD hlss8 ADDITIONS TO , x24-88 DATE AUG. 1988 6 of 13 THE AGAIN WATER TREATMENT PLANT F-29-88 THE AUXILIARY WATER TREATMENT PLANT N 0. DATE REVISION 1APPROVED JOB N0. 50606.01 I I � II � - II /-.IALL. ANo ?tS RF�t[-1iR� �oNG . /'iER S oN 3'0x 3 Lr-T,4/L_ A/p rt l0 8 I OAI WOOO OERRYBERRY PAVELCHAI{ FLOOR/DIMENSIDN SLA ARCHITECTS, 4970 SOUTH HWY. '_17--92 FOUNDATION/FRAMIN CASSELBERRY FLORIDA 32707 407-834-2110 LAN &, MISCd DETAILS 88-184 SHEET: 1 OF 3 DAT E SCAL&AS NOTED DRAWING N0. CITY OF SANFORD hlss8 ADDITIONS TO , x24-88 DATE AUG. 1988 6 of 13 THE AGAIN WATER TREATMENT PLANT F-29-88 THE AUXILIARY WATER TREATMENT PLANT N 0. DATE REVISION 1APPROVED JOB N0. 50606.01 A U -1H, I.IALL L-OZAIEI� c�,�TG FSR /!D FRA/ I/�/lj �o GHI.OIZ//✓C- T.AA\11< /-5. T2' PRoR SFS- F-1-5v..D1-Z- . 2 ALTERNATE BID 7 EAST ELEVATION ( WEST ELEVATION SIM. HAND W/ NO ALUM. GA1 GENERATOR/C ,1 NE STORAGE A SECTION /2 \,,t7 _ 7 �Z.//LTLiP �;*'AVEL /1-,eoF Z-¢ GI GI AL. V. DEG, . CP,A/NT) EXOO. E XPOl D STEEL GOL• 8E/VT (PAI/V�) — PER//`iE7�I� r-OA4G. AIALr-, AAI/ GIRAVEL- �ED-5EE s/rE PL 40<�-A770r\/5 M Conklin M � O z Z m e 6 7 Pc /2 7, and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 Inv sEE ALF V. op- T�Z- 7-6, ALTERNATE BID SOUTH ELEVATION CORRIDOR �ROPO•SE.D 5 TL- . PGF' I,EC�K �X/5T' A/G I�lAKE A Govt (3E YD/\/O - � PROP. P7P SECTION DATE TO rm- I I , SEE ,D 7� . +- - ---r AIEST EGEVAT/oA/5 I I j t EX/5r PiPG P/T SIAL LEVY 5EEYoA/,7>. P� a ���� P/ T pRoPo�O o!-/Lo,W�E �K -PRdPoSEo Z p�/, p/A. RE/n/F. GONG • c�� �!/`��/ 6.// rt CjG/� E'�.�'� LS -5EE f'LAA/ AIT 7- ¢ •P//VAL AAVZ�4. /sem. -p �'_e a c� O ° � O Ro 0 0 `•d � T_E-"- s o .G tl 1`90P. 3 .BETA /A///4 I,,i LI- SEG FL -.AIV 3 (P41Avr -I - - �- - I-+�i I /AL1 �n/iTs I- - - - - +- t- - -+ 6�:/V7-/R7-y AS \�. OFF CEILAB AREA' OR 7 O M 7� 8 5 8 9 B /0 PR000se0 STZ.BE.�MCP,din/7) 9 8 e_oZ-. 6EiV7 PR01? STL. /-/o/s7- 5H, (RA It -,I -SSE .DTA. 7 7 8 ToP OF Ra�F ���K /" /A 7z /,//T// E X/Is7w,� 1.///✓po k/ L -//V/ TS A n/D SGREE I✓/n�G . I � /� P,���sT � Pl;EG.�ST � PREc-.�.ST'.. �� • . Pmt /VEc 6-01vngn FixEo LAS,' /D 7, , '' 6 - , ', ���! � �> �.-. � , C�. � /"700/� Gxl�GLF�.R' P,4oP. GL�.�.R AGL_/I'� 3 Z ; � /5 —•-•i A U -1H, I.IALL L-OZAIEI� c�,�TG FSR /!D FRA/ I/�/lj �o GHI.OIZ//✓C- T.AA\11< /-5. T2' PRoR SFS- F-1-5v..D1-Z- . 2 ALTERNATE BID 7 EAST ELEVATION ( WEST ELEVATION SIM. HAND W/ NO ALUM. GA1 GENERATOR/C ,1 NE STORAGE A SECTION /2 \,,t7 _ 7 �Z.//LTLiP �;*'AVEL /1-,eoF Z-¢ GI GI AL. V. DEG, . CP,A/NT) EXOO. E XPOl D STEEL GOL• 8E/VT (PAI/V�) — PER//`iE7�I� r-OA4G. AIALr-, AAI/ GIRAVEL- �ED-5EE s/rE PL 40<�-A770r\/5 M Conklin M � O z Z m e 6 7 Pc /2 7, and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 Inv sEE ALF V. op- T�Z- 7-6, ALTERNATE BID SOUTH ELEVATION CORRIDOR �ROPO•SE.D 5 TL- . PGF' I,EC�K �X/5T' A/G I�lAKE A Govt (3E YD/\/O - � PROP. P7P SECTION DATE TO rm- I I , SEE ,D 7� . +- - ---r AIEST EGEVAT/oA/5 I I j t EX/5r PiPG P/T SIAL LEVY 5EEYoA/,7>. P� a ���� P/ T pRoPo�O o!-/Lo,W�E �K -PRdPoSEo Z p�/, p/A. RE/n/F. GONG • c�� �!/`��/ 6.// rt CjG/� E'�.�'� LS -5EE f'LAA/ AIT 7- ¢ •P//VAL AAVZ�4. /sem. -p �'_e a c� O ° � O Ro 0 0 `•d � T_E-"- s o .G tl 1`90P. 3 .BETA /A///4 I,,i LI- SEG FL -.AIV 3 (P41Avr -I - - �- - I-+�i I /AL1 �n/iTs I- - - - - +- t- - -+ 6�:/V7-/R7-y AS \�. OFF CEILAB AREA' OR N.mu ■IIT Ioil FOR PROJECT CONTROL J EXIST. PUMP ROOM i ,lz�Y EX/STi/�/� SKIMP PL//`aP P/ T ToPGF�F -LEAVE �,c�F QIP Soi-\GE cP�N SER/ES 3Ec'�)) I..!/T// /�IN15Z4- gyLASS -46414,! SE7 - //V of r 7/ . 4Z Util. Z- 4.Ef:ZL-7ER � o� • o s eEc�sSEo L_Iyf/T1/Vc� .-.� ELECT. oti/��. /`SIE TAL Z/� •SSE S��T/ON /� Go VT G,�i\TER�i�a?Fi�/C/ 7 8 X77 nl,' � %//TI -//A/ /Z SOF FLS SLAB EL. 5z oi/ AT ALL. VERT /RFAr-CS , A7 RIP, 0 % ALL�RY s ACTIVITY NAME DESIGNED BY: DRAWN BY.- ORH CHECKED BY: SWH p APPROVED BY: HPO REGISTRATION NO: 6845 F.L. I I NQRTH ELEVATION i ` i \ \ i N A(-/W/VG 1-//A/,rOl ` 5a �// Gj ToP/,Bd7T owl, PROPOS PU P ROOM EXP• NS1 ALIi 71 "� A� o VO �rJ� REC�i�. '•P.—oc7�e$�P�� -- PRoPOSE� P/7�5 P/TG ,4LLEl-, )' Tv /`�7TG/-7 E: 5</57--) �0 KEYl,/AY, GoAlr TyP - i3 �. 7 CcA/T. G./ATER Prz/-�-F/A1 a ,4Ei" /PVF- EX157- I--�EIAI coNC • ALL z�o�/ A/W:) PoL/R LEVEL AICD SeOO777/ ,rT AEY� IAY6 A5 REf,D. (1pAI1VT,� , DAIMWDO® ®EIRIRYSERRY PAVELCHAK ARCHITECTS, P.A. 4970 SOUTH HWY.-17-92 CASSELBERRY FLORIDA 32707 88-184--1 407-834-2110 SHEET: 2 OF 3: DATE SCALEt 1/4"=1-0" DRAWING N0. 3-15-88 • DATE t AUG. 198$ 7 0f 13 �-24-88 288 JOB N0. S0606.01 N 0. DATE REVISION APPROVED 7 O M 7� 8 N.mu ■IIT Ioil FOR PROJECT CONTROL J EXIST. PUMP ROOM i ,lz�Y EX/STi/�/� SKIMP PL//`aP P/ T ToPGF�F -LEAVE �,c�F QIP Soi-\GE cP�N SER/ES 3Ec'�)) I..!/T// /�IN15Z4- gyLASS -46414,! SE7 - //V of r 7/ . 4Z Util. Z- 4.Ef:ZL-7ER � o� • o s eEc�sSEo L_Iyf/T1/Vc� .-.� ELECT. oti/��. /`SIE TAL Z/� •SSE S��T/ON /� Go VT G,�i\TER�i�a?Fi�/C/ 7 8 X77 nl,' � %//TI -//A/ /Z SOF FLS SLAB EL. 5z oi/ AT ALL. VERT /RFAr-CS , A7 RIP, 0 % ALL�RY s ACTIVITY NAME DESIGNED BY: DRAWN BY.- ORH CHECKED BY: SWH p APPROVED BY: HPO REGISTRATION NO: 6845 F.L. I I NQRTH ELEVATION i ` i \ \ i N A(-/W/VG 1-//A/,rOl ` 5a �// Gj ToP/,Bd7T owl, PROPOS PU P ROOM EXP• NS1 ALIi 71 "� A� o VO �rJ� REC�i�. '•P.—oc7�e$�P�� -- PRoPOSE� P/7�5 P/TG ,4LLEl-, )' Tv /`�7TG/-7 E: 5</57--) �0 KEYl,/AY, GoAlr TyP - i3 �. 7 CcA/T. G./ATER Prz/-�-F/A1 a ,4Ei" /PVF- EX157- I--�EIAI coNC • ALL z�o�/ A/W:) PoL/R LEVEL AICD SeOO777/ ,rT AEY� IAY6 A5 REf,D. (1pAI1VT,� , DAIMWDO® ®EIRIRYSERRY PAVELCHAK ARCHITECTS, P.A. 4970 SOUTH HWY.-17-92 CASSELBERRY FLORIDA 32707 88-184--1 407-834-2110 SHEET: 2 OF 3: DATE SCALEt 1/4"=1-0" DRAWING N0. 3-15-88 • DATE t AUG. 198$ 7 0f 13 �-24-88 288 JOB N0. S0606.01 N 0. DATE REVISION APPROVED GENERAL NOTES CONTRACTOR 1'O VERIFY AL.L EXISTING CONDITIONS PRJOR TO CONSTRUCTION. 2. CONTRACTOR TO MATCH ALL EXISTING CONSTRUCTION. MATLRIALS AND ' N1S}iES AS CLOSE AS POSSIBLE. 3. REMOVE EXISTING GRAVEL BED AT PROPOSED BUILDING SLAB AItP.A AND PROVIDE NEW COMPACTED TRL•'ATED SOIL. AS, REQU I RL;D . BUILDING ELE.=vAnoimS AND SECTI PSSCITY OF SANFORD ADDITIONS TO THE MAIN WATER TREATMENT PLANT A THE AUXILIARY WATER TREATMENT .PLAIT I f GENERAL NOTES CONTRACTOR 1'O VERIFY AL.L EXISTING CONDITIONS PRJOR TO CONSTRUCTION. 2. CONTRACTOR TO MATCH ALL EXISTING CONSTRUCTION. MATLRIALS AND ' N1S}iES AS CLOSE AS POSSIBLE. 3. REMOVE EXISTING GRAVEL BED AT PROPOSED BUILDING SLAB AItP.A AND PROVIDE NEW COMPACTED TRL•'ATED SOIL. AS, REQU I RL;D . BUILDING ELE.=vAnoimS AND SECTI PSSCITY OF SANFORD ADDITIONS TO THE MAIN WATER TREATMENT PLANT A THE AUXILIARY WATER TREATMENT .PLAIT I 5110r lleFl-O C'DFA.4' To R/Gio FRAME PRE -CAST 4 "x B " 57RLIGT BEAM @ 4 � D " t G'O/VC. RANEG �, TUBE B� Yallo /✓�A qq • F/N Z �/ COFAR - S ~ SLAB 24 GA . a,01-O.4A/, r 8" 3 i/8 AL Uil�1. G.PAT/NG : •• o� �yN F�•c�R Ems , 57 0/1 ,, b �' •o .' .:.'• ..• CORNER C�7G. C— —_=•�. �• ' 5�� � ° BASE � �5 BAR /N !f/.4LG EXTRUoE'O AGUM/NUNi 5. p . /l/�,4Th�ER PROOF LDUi/E.Q / ��� NDTCf/- G'ROt/T .9T 5A-5rW. 4GGS BETWEIT EN C'LOSU.PES E�P 8" lL LDUI/�L,QCEO ' II FACE DF RG+JF � @ /Z"D.C. .0. 4NGGE S'T.PUC'Tc/R.4G ' 57,- BENT ��8RT- 7-7- 3'/8 " G •rXG'/ x G/G LJ• 4t/. F NT/NUOUS 1Rc7�.QoO�/NG AG//V0 P/SR /2 "E/'7BED ° GorVT. 7YP. ' o : � I . /2"° . ° � BARS � /2 "D.C. �. • .• I� b CONT/NC/DUS �O. I _ • • = II.I III-III-III-III=III-III=III=III-111 3-'`5 l3,q.QS =IIIcIII=ul=1u_It _ 1 _II ^III= I COMPACTED 5AND. �2 SECTION 13 SECTION 7_ S SCALE: 1-112"-1'-0° 78 SCALE: -1-1 /2"=1'-0° .f�,AL,A/V7 i ExrRL/DED A/1•/M, RAVEL. 5Too 3'X5'X %¢�L -r ..HEAD DETAIL 7 8 3"=f -0" mid` llll� AL�1/7. FRA/"IE _ � KA�INE'ER 5 �E,Q./ES 350 Z- sc-'wE•s / 90 .ZboR. TRANSOM DETAIL 7 8 3"_ f-0"' M Conklin r O z M z-- 0 "x !14 'G l,41 -VW) CONT/NOUS s n N AL //y/. 6.0V7/NG PIPE PIT PRECAST CL'3 Ir F'.4NEL Z"x2"X %4"G CDM'/NOUS /Z"�•MBE'O /Z "EM6E0 I I • • 0 L11d ° t' 111 III. -1 I I III . > —�. ,III -III =I11_III=III=ill -111 I =I11—III =111=11 =III Con/T/NUOUS MATCf/ EX/5T1NG G•On?PAG7•E t7 �Al�/1? lt/.QTE.PG•4GDF/NG 14 SECTIOIM 1 /0^ C o G• 3 1<5 x /0"X/40 %2" I -1_ PLY E aIZ- 7- L/F �F An/C,�1D.4 •�-d'�. IlJELO TO COLUMN NO 7-E. • TOPP/n/C/ II p • I SGR�/IEJ.� To FfKAl`/E (per/,A/7-) TA - DESK ANSI A58.1,.1982 for Wind Design. of : '• A LG//y. (VEL 5714.4 EL . y-8 � BARS r �\ ' • � i '�': ' ,,4E .SYSi E'/7'/ P/�(i�.•ST �'/NF GONG . �,5�•°�L.��I�IT. G/�cG•�ST GONG . f��7 • � i . ;rr I 311(,X / .572.. STRAP STEEL: 3X5 X% 577..E 5 %EEL �C/�/ T5 Pipe Steel: ASTM A53, Type E or .... I ......... 35,000 PSI • • • I'I ' • I' �Al1�EL �.l�L-.% •ti/T. GG��VG. z-- 0 "x !14 'G l,41 -VW) CONT/NOUS s n N AL //y/. 6.0V7/NG PIPE PIT PRECAST CL'3 Ir F'.4NEL Z"x2"X %4"G CDM'/NOUS /Z"�•MBE'O /Z "EM6E0 I I • • 0 L11d ° t' 111 III. -1 I I III . > —�. ,III -III =I11_III=III=ill -111 I =I11—III =111=11 =III Con/T/NUOUS MATCf/ EX/5T1NG G•On?PAG7•E t7 �Al�/1? lt/.QTE.PG•4GDF/NG 14 SECTIOIM i ®rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 7118/ SCALE: 1-1/2'=1'-0" ST.PL/G?' TU6E BeY0/1/O A- A { ` 5 ,BARS �i�VC. 6(/ATERSTDP CONT. �TrPJ �' • �`5 BARS A? •' D.C. Nor,5: G/PE f'/T CD.?/VE.P 7*YP/C.4L r5 DETAIL 6 8 SCALE: 3/4"=1'=02 1 /0^ C o G• N /0"X/40 %2" I -1_ PLY E aIZ- 7- L/F �F An/C,�1D.4 •�-d'�. IlJELO TO COLUMN NO 7-E. • TOPP/n/C/ II p • I SGR�/IEJ.� To FfKAl`/E O/V /`7 TA - DESK ANSI A58.1,.1982 for Wind Design. of : '• A LG//y. (VEL 5714.4 EL . y-8 � BARS GOAWEG%/OA/ ,47- Cop 9 xz "oc, • tl .. P/�(i�.•ST �'/NF GONG . /{�C/ . G/�cG•�ST GONG . f��7 • � i ' • .. ., All structural and miscellaneous steel A36..'..36 000 PSI STEEL: 3X5 X% 577..E 5 %EEL �C/�/ T5 Pipe Steel: ASTM A53, Type E or .... I ......... 35,000 PSI • • • I'I ' • I' �Al1�EL �.l�L-.% •ti/T. GG��VG. Shop and Field welds: E70XX Electrodes ................... Structural Bolts: A325"F" ............................... I Cold Rolled Memljers: ASTM A607, Grade 50...... ......... TR/ -/GT. STEEL ,LFJ�lT • i a . FILL 1 SEE G 7;VZ- 8 HEAD DETAIL 9 HEAD DETAIL 7 8 /n/T�/OR STIFFEN�i� 3"=f -0" AT' 1\/o17,7-1-/ F -No MgLl-. A✓i/VDo6✓ UN/T 3/8 - ��, 9 � moi/ To SSE/-SLA/R// s� r� Go/vGRE7"�' KA/✓NEER ... :. 3/5L�/❑ STL.6AAZ /,�EAR/NG-7 GpNT. F1A1.. FLo0,1:� S LAS S,•ALA1V T M 5c�4EE/�/ �L A6 sY6TEr1// .• n SILL DETAIL 3 SILL DETAIL 7 g 3^= f-0^ 7 8 3"=f -0" i ®rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 7118/ SCALE: 1-1/2'=1'-0" ST.PL/G?' TU6E BeY0/1/O A- A { ` 5 ,BARS �i�VC. 6(/ATERSTDP CONT. �TrPJ �' • �`5 BARS A? •' D.C. Nor,5: G/PE f'/T CD.?/VE.P 7*YP/C.4L r5 DETAIL 6 8 SCALE: 3/4"=1'=02 �o JAMB DETAIL �� DETAIL 7 8 „3"=f -0" 8 1 1/2"= f-0"' • PREc�STGQnrG . Ay�7 • �G7-ron! .� �T7"//✓ ,8/-cCX P/1l�Lr p�D No 27-Z5/ 07-35/ a.:; ; :: E XPA /VS/CSN A /��d�5 L✓� CT//F�/i•/y . . � �'ALANT CjfISKET � Z7 -Z 30 \� S//•� GoN•D. r4T • AL -L//'9. FRAIV/E-KA/./iUF�R //v`i Eo /%/ALL. aLyH L_ 5TcoP 4 JAMB DETAIL ACTIVITY NAME I - DESIGNED BY: DRAWN BY: ORH CHECKED BY: SWH DATE TO FOR 1 I (0 89 ` APPROVED BY HPO PROJECT CONTROL REGISTRATION NO: 6845 F.L. DAT E 4 "A g "x 3/8 " TUBE 1 COLUMN CPA /Nx�) Standard liuldimf Code. 1985 Edi t?an with 1986 Revisions; /0"X/40 %2" I -1_ PLY E aIZ- 7- L/F �F An/C,�1D.4 •�-d'�. IlJELO TO COLUMN OI/ER 5''Go/VG • TOPP/n/C/ Buildings (AC1 301-72); AIS1 Specification for the Design O/V /`7 TA - DESK ANSI A58.1,.1982 for Wind Design. of : '• A LG//y. (VEL 5714.4 EL . y-8 � BARS . Cop 9 xz "oc, 3, o„ 16 COLUMN •' i i • . i . G/�cG•�ST GONG . f��7 • � i ' • .. ., All structural and miscellaneous steel A36..'..36 000 PSI STEEL: 3X5 X% 577..E —.— — — -- -- Pipe Steel: ASTM A53, Type E or .... I ......... 35,000 PSI �� Shop and Field welds: E70XX Electrodes ................... Structural Bolts: A325"F" ............................... All bolts cast in concrete: A36 or A-307 .:.............. Cold Rolled Memljers: ASTM A607, Grade 50...... ......... TR/ -/GT. STEEL ,LFJ�lT VALUE: K .fid l/VEET; /� SEE G 7;VZ- s'�SS�Y`?L� \� /n/T�/OR STIFFEN�i� /,/in/,po%J LOG✓�T/O/�/ AT' 1\/o17,7-1-/ F -No MgLl-. A✓i/VDo6✓ UN/T 3/8 - ��, 9 � moi/ To FLon �o JAMB DETAIL �� DETAIL 7 8 „3"=f -0" 8 1 1/2"= f-0"' • PREc�STGQnrG . Ay�7 • �G7-ron! .� �T7"//✓ ,8/-cCX P/1l�Lr p�D No 27-Z5/ 07-35/ a.:; ; :: E XPA /VS/CSN A /��d�5 L✓� CT//F�/i•/y . . � �'ALANT CjfISKET � Z7 -Z 30 \� S//•� GoN•D. r4T • AL -L//'9. FRAIV/E-KA/./iUF�R //v`i Eo /%/ALL. aLyH L_ 5TcoP 4 JAMB DETAIL ACTIVITY NAME I - DESIGNED BY: DRAWN BY: ORH CHECKED BY: SWH DATE TO FOR 1 I (0 89 ` APPROVED BY HPO PROJECT CONTROL REGISTRATION NO: 6845 F.L. DAT E 4 "A g "x 3/8 " TUBE GENERAL NOTES COLUMN CPA /Nx�) Standard liuldimf Code. 1985 Edi t?an with 1986 Revisions; /0"X/40 %2" I I 2-314 BASE' f w/ %4 " I � An/C,�1D.4 •�-d'�. IlJELO TO COLUMN E L � / ! 8/1 Buildings (AC1 301-72); AIS1 Specification for the Design of Cold Formed Steel Structural Members (Latest Edition) ANSI A58.1,.1982 for Wind Design. A. 11 4- i9' 4 EL . y-8 � BARS 1 Cop 9 xz "oc, 3, o„ 16 COLUMN FOOTING SCALE: 1/2"=V-0" PRoPo5E0 G,L-��R AL!-// / G�A—/,� /%Z / sQ. lgi/� 3�¢'sQ TUBI�t/C/ �Rc NEW GGA. ,BEn/T5. 716 LoL1 VER 5 5 DETAIL s JAMB DETAIL 6 g 11/2"=f-0" ALTERNATE BID OAIMW000 DEIRRYSERRY PAV'ELCHAK U ATI SECTIONS ARCHITECTS,. PwAm 4970 SOUTH HWY. _ 17-92 - 'CASSELBERRY FLORIDA 32707 r TYICAL OETA�LS 88-'184 407-834-2110 SHEET: 3 OF 3 - SCALEAS NOTED DRAWING NO. CITY OR SANFORD ADDITIONS TO DATE AUG..'1988 8 of 13 THE MAIN WATER TREATMENT PLANT & JOB No. S01130113.01THE AUXILIARY WATER TREATMENT .PLANT NO. DATE REVISION APPROVED GENERAL NOTES i,01)I:S: Standard liuldimf Code. 1985 Edi t?an with 1986 Revisions; Esus idirw i-,ona- iv�Qu.irements for Reinforced Concrete (ACI 3J8-83); AISC manual of. Steel Construction (Eighth Edition); Specifications for Structural Concrete for Buildings (AC1 301-72); AIS1 Specification for the Design of Cold Formed Steel Structural Members (Latest Edition) ANSI A58.1,.1982 for Wind Design. CONCRETE: All Concrete (28 day `strength) .............. ....4000 PSI REINFORCING: Welded wire fabric: ASTM A185 ............................. All reinforcing bars: ASTM 615-60 ..............60,000 PSI All stirrups and ties: ASTM 615-40 .............40,000 PSI STRUCTURAL All structural and miscellaneous steel A36..'..36 000 PSI STEEL: Tube Steel: ASTM A500, Grade H :................46,000 PSI Pipe Steel: ASTM A53, Type E or .... I ......... 35,000 PSI RodBracing: A36 ......................................... Shop and Field welds: E70XX Electrodes ................... Structural Bolts: A325"F" ............................... All bolts cast in concrete: A36 or A-307 .:.............. Cold Rolled Memljers: ASTM A607, Grade 50...... ......... SOIL BEARING VALUE: Allowable soil bearing pressure after compaction 2500 PSF PRoPo5E0 G,L-��R AL!-// / G�A—/,� /%Z / sQ. lgi/� 3�¢'sQ TUBI�t/C/ �Rc NEW GGA. ,BEn/T5. 716 LoL1 VER 5 5 DETAIL s JAMB DETAIL 6 g 11/2"=f-0" ALTERNATE BID OAIMW000 DEIRRYSERRY PAV'ELCHAK U ATI SECTIONS ARCHITECTS,. PwAm 4970 SOUTH HWY. _ 17-92 - 'CASSELBERRY FLORIDA 32707 r TYICAL OETA�LS 88-'184 407-834-2110 SHEET: 3 OF 3 - SCALEAS NOTED DRAWING NO. CITY OR SANFORD ADDITIONS TO DATE AUG..'1988 8 of 13 THE MAIN WATER TREATMENT PLANT & JOB No. S01130113.01THE AUXILIARY WATER TREATMENT .PLANT NO. DATE REVISION APPROVED , SYMBOLS ELECTRIC A.C.MOTOR N0. INDIC,,TESHORSEPOWERR RUN INDICATING LIGHT -e.�-}�}--- HOME RUN TO PANELBOARD. N0. OF ARROWS INDICATE O5 NO. OF,CIRCUITS,'HASH MARKS INDICATE NO. OF # 12 LIMIT SWITCH AWG. 'CONDUCTOR8. NO HASH MARKS, INDICATE 2 # 12 I ELECTRIC D.C. MOTOR,: NO. INDICATES, HORSEPOWER O CONDUCTORS OT THERMOSTAT O TORQUE SWITCH CONDUIT CONCEALED IN WALL: OR ABOVE CEILING PS PRESSURE SWITCH _ ® FLUSH OUTLET BOX AND TELEPHONE COVER PLATE O -CONDUIT CONCEALED. IN OR' BELOW FLOOR OR UNDERGROUND I$" ABOVE FINISHED 'FLOOR. SV SOLON01 D VALVE 0 CONDUIT . RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR FLUSH MOUNTED OUTLET BOX AND TELEPHONE TO STRUCTURE OR WALL. ® COVER . S FLOOR UNU PLATE. LS LIQUID LEVEL SW. ' O FLEXIBLE CONDUIT WITH EQUIPMENT CONNECTION FIT FLOW INDICATING TRANSMITTER CONCRETE ENCASED DUCTBANK - FLUSH OUTLET BOX AND COVER PLATE SUITABLE FOR LIT LEVEL INDICATING TRANSMITTER COMPUTER DEVICE CONNECTION SERVICE OR EQUIPMENT GROUND NORMALLY OPEN CONTACT �-- FLUSH MOUNTED BACKBOX FOR INTERCOM STATION -- NORMALLY CLOSED CONTACT ® FLUSH, FLOOR MOUNTED OUTLET BOX FOR REMOTE OA CEILING MOUNTED LIGHTING FIXTURE LETTER INDICATES INTERCOM UNIT. T.C. INDICATES TIME -TO -CLOSE CONTACT TYPE .(TYPICAL). _ a FLUSH OUTLET BOX AND COVER PLATE FOR T.O. INDICATES TIME -TO OPEN CONTACT MICROPHONE CONNECTION WALL MOUNTED LIGHTING FIXTURE B `-' �-�• RESET BUTTON, MOMENTARY BREAK WALL MOUNTED .OUTLET BOX FOR: INTERCOM HANDSET C FLUORESCENT K LIGHTING FIXTURE, CEILING MOUNTED .) AND HOOKSWITCH --��-- KEYED SWITCH �-->{ FLUORESCENT, FIXTURE FLUSH CEILING MOUNTED PAGING SYSTEM SPEAKER E Q : T. START/STOP (S/S) CONTROL SWITCH, MAINTAINED CONTACT F0 -U _EXTERIOR LUMIN'ARE AND MOUNTING 'STANDARD ' n WALL MOUNTED PAGING SYSTEM SPEAKER TYPICAL SELECTOR SWITCH CONTROL. SEE ELEMENTARY 'ZJ Q p DIAGRAMS FOR EXACT TYPE. C� G EMERGENCY BATTERY PACK LIGHTING FIXTURE V VOLUME CONTROL SWITCH IN FLUSH OUTLET BOX „ VS VIBRATION SWITCH M 60 ABOVE FINISHED FLOOR. EMERGENCY EGRESS?LIGHTING FIXTURE WITH BATTERY PACK (MASTER) °�°FLOW SWITCH (N.C.) S ,.- ®, . EMERGENCY EGRESS LIGHTING FIXTURE WITHOUT BATTERY PACK (SLAVE) , SD CEILING MOUNTED SMOKE DETECTOR °-t:° FLOW SWITCH (N.O.) is . � t�-► CEILING OR WALL MOUNTED EXIT LIGHT- FIXTURE WITH S�L' — DUCT IM 'PUNTED SMOKE DETECTOR PRESSURE SWITCH BATTERY PACK. PROVIDE ARROWS WHERE SHOWN. El FIRE ALARM MANUAL PULL STATION IN FLUSH OUTLET. 09TEMPERATURE SWITCH BOX, 48 EXIT LIGHT FIXTURES WITHOUT BATTERY. PACK ABOVE FINISHED FLOOR MOTORIZED VALVE FLUORESCENT LIGHTING FIXTURE, WALL MOUNTED FIRE ALARM CHIME IN FLUSH OUTLET BOX, 12�� - BELOW CEILING � JUNCTION' BOX PER N.E.C., FLUSH MOUNTED UNLESS O � FIRE ALARM HORN IN FLUSH OUTLET BOX, 12 INDICATED • OTHERWISE: BELOW CEILING LIGHTING PANELBOARDFLUSH AND SURFACE MOUNTED F FLOW SWITCH RESPECTIVELY ' TAMPER SWITCH POWER PANELBOARD, FLUSH AND SURFACE MOUNTED RESPECTIVELY ® RATING DRY TYPE TRANSFORMER.. NO. INDICATES E KVA. A MAGNETIC MOTOR STARTER i C � 25 A,. 208 V, 30 SINGLE RECEPTACLE C FLUSH MOUNTED CLOCK OUTLET, 12 BELOW CEILING � 20 A 125 V 3W DUPLEX RECEPTACLE IN F - , , LUSH OUTLET. BOX, ff] _ VARIABLE AIR VOLUME BOX (VAV ) 18ABOVE' FINISHED FLOOR. R ELECTRIC CORD REEL 20 A, 125V) 3W DUPLEXRECEPTACLE IN FLUSH OUTLET BOX, O 48" ABOVE FINISHED FLOOR„ OR 2" ABOVE COUNTER AS ❑ DOOR SWITCH REQUIRED BY CONDITION. SEE • SPECS. FOR ADDITIONAL SYMBOLS. 20 A 125 V 3W HOSPITAL GRADE �� DUPLEX RECEPTACLE B ALARM BELL & ABBREVIATIONS. WITH ISOLATED GROUND CONNECTION.VO VOLT METER WIREMOLD SURFACE 'METAL RACEWAY SYSTEM WITH 20A, q AMP -METER 125 V, 3W RECEPTACLES. 0 THREE PHASE VOLT SWITCH O 20 A, 125 V, 3W DUPLEX RECEPTACLE IN FLUSH, FLOOR MOUNTED OUTLET BOX, S THREE PHASE AMP SWITCH 50 A, 250 V I0, 3W SINGLE RECEPTACLE IN FLUSH G GROUND FAULT RELAY OUTLET BOX, 18ABOVE FINISHED FLOOR. W WATT • HOUR METER "20 A 125 V 3W DUPLEX RECEPTACLE, SURFACE MOUNTED "20 A 250.V 10 3W SINGLE RECEPTACLE IN FLUSH OUTLET VFC VARIABLE FREQUENCY CONTROLLER BOX, 18, ABOVE FINISHED FLOOR. _ VSC VARIABLE SPEED CONTROLLER -30A 250V 1O 3W SINGLE RECEPTACLE IN FLUSH OUTLET ' ,, VSD .VARIABLE SPEED DRIVE BOX, 18 ABOVE FINISHED FLOOR. � 48 FUSE ��. ABOVE ' S SINGLE POL'E� SWITCH''IN` FLUSH OUTLET BOX, A FINISHED FLOOR, UNLESS OTHERWISE NOTED (TYPICAL). -�F CAPACITOR NOTES g SINGLE POLE SWITCH, SURFACE MOUNTED. ❑ _ AIR CIRCUIT BREAKER I. REMOVE ALL ABANDONED RACEWAYS STHREE.= . WAYSWITCH, IN; FLUSH OUTLET BOX. AND CONDUCTORS ASA RESULT OF 3 MOLDED `CASE` CIRCUIT BREAKER -- THE MODIFICATIONS UNDER THIS _ BOX , S FOUR- WAY SWI:TCH IN FLUSH OUTLET 4 CONTRACT. R ALARM RELAY D "2000 W. INCANDESCENT DIMMING .SWITCH IN FLUSH 48" ABOVE FINISHED' FLOOR A ALARM' TIMER 2. DO NOT SCALE THE ELECTRICAL DRAWINGS. OUTLET BOX AND STRUCTURAL REFER TO THE MECHANICAL� CR CONTROL RELAY DRAWINGS, AND APPROVED MANUFACTURERS' SHOP GS FOR THE EXACT LOCATION H P D RAW iN M MOTOR STARTER -®- NON FUSIBLE DISCONNECT SWITCH, 30 A, 3P, UNLESS.Q OF ALL EQUIPMENT. SE INDICATED � OTHERWISE , T TIMING RELAY . _ 3. ALL WORK SHALL COMPLY WITH N.E.C. T CH 30A 3P UNLESS NON FUSIBLE DISCONNECT SWT , AND LOCAL CODES. WP A ALARM INDICATING LIGHT OTHERWISE INDICATED. WEATHER PROOF DENOTED BY WP L NOT BE SPLICED . .• 4. CONDUCTORS SHALL N ESPECIFICATIONS. EXCEPT AS NOT DIN (d M (�� er", JDATE ACTIVITY NAME , r� SCAT MDESIGNED BY: WCH Coh'ftlin�G-®rtev and Holm' es DRAWN BY: <. D P C 1 ENGINEERS INC. Ln - DAT CHECKED BY C E B 1 POST OFFICE BOX 1976 50 W , FULT N STREET O 0 . O APPROVED BY: B SANFORD, FLORIDA 32771 FOR PP CE JO Z DAT E T PROJECT CONTROL REGISTRATION NO: 6985 N0. DATE REVISION APPROVED TEL 305 322-6841 TEL 305 831-5717 A AMPERES AHU AIR HANDLING UNIT ACCU AIR CONDITIONING CONDENSING UNIT BKR BREAKER BLDG BUILDING CAB. CABINET CIR CIRCUIT CONT CONTROL CU COPPER ;.. CWP COLD WATER PIPE CP CONTROL PANEL DCU DISTRIBUTED CONTROL UNIT DIA DIAMETER DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW ELEC ELECTRICAL ELR ELECTRIC LOCKOUT RELAY EM EMERGENCY ENCL ENCLOSURE E P EXPLOSION PROOF ESB ENERGY SAVING BALLAST EUH ELECTRIC UNIT HEATER . EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXH EXHAUST EXIST EXISTING ,. FA AP FIRE, ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL GEN GENERATOR GND GROUND HOA HAND -OFF- AUTOMATIC HOR HAND -OFF -REMOTE HORC HAND-OFF - REMOTE -COMPUTER HP HORSEPOWER I' HPS HIGH PRESSURE SODIUM INSTR INSTRUMENTATION u' ISO ISOLATION c KVA KILOVOLT- AMPERES LDR LOAD DUMP RELAY LTG LIGHTING MAX.. MAXIMUM MCC MOTOR CONTROL CENTER MFR MANUFACTURER MH METAL HALIDE MIN. MINIMUM MTD MOUNTED MV MERCURY VAPOR r NEC NATIONAL ELECTRIC CODE NEUT NEUTRAL', OC ON CENTER OH OVERHEAD P POLE PC PHOTOELECTRIC CONTROL PNL PANEL P/I PAGING/INTERCOM RECEPT RECEPTACLE RS RAPID START STIR STARTER SW SWITCH SWGR SWITCHGEAR TC TIMECLOCK TR TRANSFORMER TYP TYPICAL A UG UNDERGROUND UPS UNINTERRUPTIBLE POWER SUPPLY V VOL i W WATT W P WEATHER PROOF MTS MANUAL TRANSFER SWITCH .�.------`- "- • a VSC VARIABLE SPEED CONTROLLER •y VSC VARIABLE SPEED DRIVE' i OCT 2 6 1989' VFD VARIABLE FREQUENY DRIVE pry ATS AUTOMATIC TRANSFER ` ,SW. c•E, BAILEY & assaC. NTS NOT ' TO SCALE ENGINEERS r C.E. BAILEY � ASSOCIATES, , INC. �Y�B®L A�Ds �� E ' ATS CONSULTING ENGINEERS ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA _Et NONE DRAWING NO. 1, CITY OF SANFORD ADDITIONS TO AUG. 1988"; 9,6f 13 THE MAIN WATER TREATMENT EATMEPIT PLANT'.,A THE AUXILIARY WATER TREATMENT PLANT LNO.O606.01 , y 1200A, 480 V, 30 3- 31/2 W/ 3- 500 MCM & I if 3/0 GND - EA AUTOMATIC TRANSFER SWITCH 400A, 3P V VS V VS A AS 1200A, 3P MB iLI ' GFR I J 300A GN I/2"W / -2- M 500 CM & 1 # 3/0 GND EA 3 3 TO NEW FPL # 3/0 GND 600 KW STANDBY GENERATOR LI 48OV, 30,4W Ya. CB IN LI MC'C N F3 GROUND STORAGE TANK VF33I H/L LEVEL SEL. SW, F4 LLR I . r F4 TO H.S. PUMP TO CTU I TYPICAL GROUND STORAGE TANK H/L LEVEL ELEMENTARY DIAGRAM 77, (TYPICAL OF 2 PLACES), M Conklin Porter and ®Imes ENGINEERS, INC. 0 POST OFFICE BOX 1976 .500 W. FULTON STREET Z SANFORD, FLORIDA 32771 DAT E TEL 305 322-6841 TEL 305 831-5717 PAD MTD COPPERWEI SECTION GI TR. 3/4"CW P 3- 500 MCM, 2 # 12 & I # 1/0 GND - 3#4/0, 2#12 & 1#2 GND -21/211 400A, 3P 1200A. 48OV, 3 0 BUS 400A, 3P I 225A, 3P )200A, 3P 20A, 3P. ) 30A, 3P MFR'S STANDARD RVNR STARTING CIRCUIT PUMPS N° I, 2 & 3 ONLY 480 V I TR2 HOR IN MCC — IN CTU OL2S VR � 7 TO CT U TO CTU TO CTU HIGH SERVICE PUMPS ELEMENTARY DIAGRAM TO PROJECT CONTROL FOR ACTIVITY NAME � Y WCH ) 30A, 3P MFR'S STANDARD RVNR STARTING CIRCUIT PUMPS N° I, 2 & 3 ONLY 480 V I TR2 HOR IN MCC — IN CTU OL2S VR � 7 TO CT U TO CTU TO CTU HIGH SERVICE PUMPS ELEMENTARY DIAGRAM TO PROJECT CONTROL FOR ACTIVITY NAME DESIGNED BY: WCH DRAWN BY: DPC CHECKED BY: CE B APPROVED BY: C E B REGISTRATION N0: 1 6985 DATE NO. I DATE a REVISION PUMP N° 4 ATS TO EXIST EXHAUST WELLS FAN 3#10-3/4" �O 4WTR-1 PNL LI 225A, 120/208V, 30 4W PN L W/ 60A7 3P MB, 60 CIR. PROVIDE : (4) 20A7 2P(WTR HTR, RANGE, EDH & A/C) (42) 20A, I P (LTG, RECEP, EQUIP, CONTROLS & SPARES) (1) 3OA, 3P (CL2 HOIST) O3P, SIZE 5 3P, SIZE5 3P, SIZE 3P, SIZE 5 30A, 20A, RVNR RVNR RVN R PUMP N24 3P, 3P VS PUMP N° I PUMP N22 PUMP N° 3 TR- I SPARE 1200A, 3P 200A, 3P. MB WELLS 3P. SIZE I EXHAUST FAN SPACE MAIN PLANT MCC FRONT VIEW H/L LEVEL RELAYS i iS OCT 2 6 1989 C. E. BAILEY & .ASSOCIATES. INC. MAIN PLANT LINE, DIAGRAMS CONSULTING ENGINEERS ORLANDO, CLEARWATER & 1FS� FORT LAUDERDALE, FLORIDA SCALE! NONE DRAWING N0. CITY OF SANFORD • DATE AUG. 1988 ADDITIONS TO 1 of 13 THE MAIN WATER TREATMENT PLANT & J/' �..NO. S0606.01 THE AUXILIARY WATER TREATMENT PLANT APPROVED / +... S nnT n A 1f1Q[] -. f NEW 60OKW 48OV, 30,4W AIR STANDBY GENERATOR = FLOW L_ _ --_. -----.-J RELOCATE EXISTING 30OKW GEN. SET TO AUX. PLANT (SEE SPECS). PROVIDE TEMPORARY BACK-UP POWER 4#10-3/4 30A7 60OV, 4W ELEC. CORD117nA TO LI REEL FOR O.H. CL2 HOIST WOODHEAD 9300 SERIES , 250V (VERIFY EXACT LOCATION) RECEPTACLE EXISTING'CL2 SCALES NEW 477/48OV, 30,4W SERVICE WITH RISER AND WEATHERHEAD (VERIFY -"- N —l"" " EXACT LOCATION WITH FPL) NEW METER / ,*-PC . LI TO EXIST L SW. CHLORINE ROOM TO 1-2/C# 16SH-3/4"TO RTU -I- EXIST. SW -�- L CHEMICAL 401 -3/4 LI FEED � ROOM 100 IT EXISTING CL2 206 RESIDUAL RECORDER EXISTING FLORIDE FEED EXISTING 0 H. 277/48OV, 30,4W SERVICE WITH WEATHERHEAD CT'S TO BE REMOVED. I C®nftlin Porter and Holmes m ENGINEERS, INC. I POST OFFICE BOX 1976 Z 500 W. FULTON STREET DAT E z SANFORD, FLORIDA 32771 m TEL 305 322-6841 TEL 305 831=5717 LI TO rj REMOVE EXIST. METER AND J -BOX BELOW RELOCATE EXIST. BATT. CHARGER TO AUX. PLANT EXISTING GENERATOR MAIN BREAKER TO BE RELOCATED TO AUXILIARY PLANT. REMOVE 8 MB AND REPLACE WITH 60CIA , P. CHLORINE ROOM AIT EXISTING 108 CL2 RESIDUAL FLURIDE FEED ROOM CORRIDOR OFFICE I -2/C#16 SH -3/4" TO CTU PRINTER REMOVE EXIST LEVEL ALARM PANEL --111/4" EMPTY TO ANTENNA CTU / LI COMPUTER CRT OFFICE AND LAB. AREA J T N . I^ ":rte t Ix 4' FLUORESCENT VAPORTIGHT , W/ 3- 35W RS LAMP IN NON- METALLIC HOUSING, 120V ESB. (TYPICAL OF 8) h a ,4 t _ PIPE GALLERY BELOW GRADE Q W 47'm. .. CONNECT TO---__ ' S S EXIST. PIT LTGFS PIT 4R's 2#143/4" 4#14-3/4' 6#14 \AL1 8#14 LIQ 3/"t - EXISTING LIGHTING PANEL AND PUMP ROOM � 4 TRANSFORMER IN MCC SECTION TO BE REMOVED 200 200 PUMP NO. I MCC -1 PUMP N0.2 MCC -I 100 101 NEW PIT LIGHT TO MCC -I / MATCH EXISTING FY EXH. FANO L I 200 ON ROOF 3 125 # _ O 1 2/C 1 r 3/4 ... TO CTU MCC -I PUMP N0, 3 PUMPN04 102 CC_ MCC-1103 EXISTING INSTRUMENTATION EXISTING MCC AND 36#14 -11/4" -d -- AND TELEMETRY VARIABLE SPEED DRIVE PANEL TO BE REMOVED TO BE REMOVED A NEW MCC -1 �� L -----------I - \ ----j 18}{14-1 24 PT TER 5 TO CTU CABINET MCC -1 (WELLS) EXISTING WELL FIELD CUT FLOOR AND PATCH CONTROL CABLE���'��- TO MATCH EXISTING -NEW PNL LI CEILING MOUNTED J -BOX. BUTT SPLICE EXISTING BRANCH CIRCUITS TO NEW PANEL L I LI U I II�nT II I I I k 2#14-3/ TO MCC -,I T - TO NEW GENERATOR SET PROVIDE PROVIDE II 6 AWG TO PAD MOUNTED TRANSFORMED GROUND WIRE FOR TELEPHONE SERVICE FLUSH FLOOR MOUNTED J -BOX, BUTT SPLICE MAIN PLANT PLAN EXISTING BRANCH CIRCUITS TO NEW EXISTING :. PANEL LNEI AND MCC -1 W ADDITION V41 = I'- 011 TO GENERATOR SET 4" HOUSEKEEPING PAD TO NEW SERVICES �t WALL MOUNTED AIR-CONDITIONING UNIT Ix4 FLUORESCENT VAPORTIGHT 2-35W RS CARRIER "SIERRA' MODEL N° FTE1121 LAMP FIXTURE, NON-METALLIC HOUSING 1 12,000 BTUH COOLING 120V, 12A 120V ESB (TYPICAL OF 9) LB LI A LI M PC TORK #2101 T PHOTO -CONTROL MCC -1 MCC -1 S r- - 150W HIPS FLOOD, NON-METALIC S PUMP ROOM LS I HOUSING 120V AUTO -REG BALLAST (TYPICAL OF 3) LII 1 I - REMOVE EXISTING MAIN AND MCC -I I 1 I LIGHTING PANEL SECTION PUMP NO. I I I I EXISTING CONTROL AND 200 I I 17- TELEMETRY SYSTEM 100 150 1TO BE REMOVED 18# 14 I " MCC-1MCC-I I I TO MCC --1 REMOVE EXISTING CHART RECORDER I I LI I FROM EXISTING CONTROL SECTION EXISTING GENERATOR SET TO L_- J I I i RTU -1 B INSTALL IN NEMAI ENCLOSURE BE REMOVED AND DELIVERED I I AS SHOWN, PROVIDE 120V ES B RUN PUMP N 0.2 TO OWNER. PROVIDE TEMPORARY L IREMOVE 1-2/C#16-3/4" TO RTU -1 201 BACK-UP POWER '" If I EXISTING MCC EXISTING TECO RECONNECT EXISTING WALL MTD SERVICE PEDESTAL RECEPTACLE CIRCUITS ABOVE L' I 9 PC TO PANEL LI (TYPICAL) PANEL LI PROJECT CONTROL FOR ACTIVITY NAME DESIGNED BY: WCH DRAWN BY: DPC CHECKED BY: CE B APPROVED BY: C E B REGISTRATION N0: 1 6985 DAT E NO. I DATE I - REVISION BLDG. SUBMIT ROOF PENETRATION AND ATTACHMENT DETAILS FOR APPROVAL. EXHAUST CAP EXHAUST OUTLINE OF SILENCER ENCLOSURE PER (TYR) GENERATOR MFR, CONDENSATE OR ROOF LINE. DRAIN--. ` TO SUIT MFR. E UIP _ OSHA FAN 11 � GUARD I � RADIATOR LEVEL INDICATOR ENGINE V11LOCATION ANCHOR BOLTS I PER I 6 MINATYP) GENERATOR MFR. -11 =:I�f� FIN. / GRADES 3'MIN. COVER GENERATOR LI 2" y/ rl4z CO�/al/iT gBDdE �LoD,P �D.P rfLE�yDtiE 5'�,Pv�CE . � Eii/6/�/FF.P TO NDTi�y 80UTh'�,P�t/ BE/1 ,�D 04xg GAP/D.Q w P� - TO SUIT MFR. EQUIP. 1/2" CONDENSATE DRAIN, GSP RADIATOR PIPE f 1 PIPE SUPPORT (TYP) FIN. GR. ¢ „ VIA) CONIC. BASE WEIGHT 1.25 TIMES GENERATOR SECTIONAL ELEVATION FRONT VIEW SET WEIGHTASIZE AND REINFORCING TO SUIT I B SUPPLY MFR EQUIPMENT.) AND SFUEY LINES L RETURN SUBMIT FOR APPROVAL. PROVIDE 4 SCH. 40 PVC SLEEVE (NOT SHOWN FOR CLARITY). ATTACH TO EXISTING FUEL LINES. AUXILLARY WATER PLANT GENERATOR DETAIL NTS IT' 2 61989 I: C.E. BAILEY R usgne C. E. BAILEY & ASSOCIATES, INC. MAIN PLANT AND AUXILIARY Vl>�,L CONSULTING ENGINEERS PLANT ELECTRICAL PLAN ORLANDO, CLEARWATER & FORT LAUDERDALE, FLORIDA SCALEt AS SHOWN DRAWING N0. CITY OF SANFORD ADDITIONS TO DATE AUG. 1988 13 of 13' THE MAIN WATER TREATMENT PLAINT ,& THE AUXILIARY WATER TREATMENT PLANT - APPROVED JOB NO. S0606.01 0 CT 2 4 19H I y i ) ad.l.,bU. Cz Yl pre ; a Lee. Go rti l �' � i �� RAN K4 i i - 1 i. i I. I,