The URL can be used to link to this page

Home My WebLink About100 Willner Cir (lift station) (2)C I T Y O F S A N F 0 R D 4/x.7/94 BUILDING DING PERMITS 1 .500 N. PARK. AVENUE INSPECTIONS SANFOR.D, FL 32771 ------------------------- 24 SOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE ( 407) 330--5659 APP TYPE: ELECTRIC PERMIT APPLICATION PARCEL 26.19.30.300-0020--0000 LOCAT I OST : 1.00 WI LINER CR OWNER: LK MONROE ASSOC LIMITED PART ADDRESS: 2211 AZALEA: PL WINTER PARK FL 32789 PHONE: 407 644-1516 CONTRACTOR: TRI --CITY ELECTRIC CO _. ADDRESS: P. 0. BOX 160849 ALTAMONTE SPRINGS FL 327161 PHONE: CERTIFICATION #: FEE: CHARGED DATE FEES PAID PERMIT # : 94--00001380 000 0100 Ncom- TYPE: ELECTRICAL PERMIT ISSUED DATE: 4/27/94 VOID DATE: 10/24/94 ELECTRICAL PERMIT PMT FEE' 25.00 4/27/94 25-00 APP FEES; 01-A.PPLCT14 VEE --ELECTRIC 1.0.00 4/27/94 10-00 TOTAL FEES: ------------- 35.00 $35.001' RECEIPT APPROVED BY: - - FAILURE TO COMPLY WITH MECHANIC"S LIEN LAW .TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PA P TOR TO C.O. SIGNATURE: -- - - - CAN RESULT IN THE PROPERTY OWNER PAYING BEING ISSUED. i POWER DISCONNECT T GALVANIZED z i GALVANIZED J - a METER BASE GENERATOR RECEPTACLE (TYP.) WITH BY-PASS -- O O X RG.F.I. I-112' MIN. MOUNTING BRACKET r_ ECBMERGENCY q PANEL :n ENCASED IN FUSE FL CONCRETE R �.i 2 SEAL OFF Q H A MOTOR CONDUCTOR HOSE BIB RD -FN -SILENCE W T H CQNDU[7 2' SCH. 80 T'utL.!�3f_AH - POCKET oll PVC (SEE NOTE 2) - - 1 CONTROL CONDUIT V - _ y N NEUTRAL - 1 1a V S v POWER DISCONNECT T GALVANIZED o o GALVANIZED PIPE (SCK 80) MB PIPE CAP METER BASE GENERATOR RECEPTACLE (TYP.) WITH BY-PASS -- O O X RG.F.I. I-112' MIN. MOUNTING BRACKET CONTROL ECBMERGENCY IRCUIT BREAKER PANEL A M ENCASED IN FUSE FL CONCRETE R BORN ROUND SEAL OFF T T H A MOTOR CONDUCTOR HOSE BIB RD -FN -SILENCE W T H CQNDU[7 2' SCH. 80 T'utL.!�3f_AH - POCKET oll PVC (SEE NOTE 2) — MAIN CIRrUll ARFAKFA CONTROL CONDUIT MAN M MT MS 2' SCH. B0 PVC N NEUTRAL OL 2 1a POWER AVelt EQUIRE I ACH PHASE) S v PUMP Ali AT ALTERNAT R PL Y Z N D OBRACKET PHAS M T R N f LOCK ED C RL _ INCOMING DOOR DOOR STOP INTERLOCK 3 PHASE 3,, � UL rUMr 1 4 W �yf-•, FCB MB 2 MS 2 r o r`v ld 22 PUMP 2 N GR N- F1 , F3� p� MCT 1 --- - ---- -- ----- DPM I-----�� a 480V 120V L - - - - -- -- rcJ--- �0vA-- 5 - , PM CCB I URB RE n iAL _ POWER i R5 2 SWEEP ELBOWS PAA ' 25 OHM MAX. GROUND RODS 6 f1 I2 EACH) tad' APART) 120 V NOTES:7� VAiCT I. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF OL 1 OL 2 METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FM 480 F7 � � � VOLT SUPPLY. -- ---- �, Z4 V 2. WHEN TWO (2)SEPARATE CONOUCTOR-TYPE MOTORS ARE USED.CONOUI3 — 1" 4 SHALL BE INCREASED TO 3'. 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT SIATION SITE RTS AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. G TTS G RTS FR 4 RTS R4 7 8 R3 . PL -3 2 7 RTS RTS 1 R3 FR s PUMP STATION CONTROL PANEL 5 - - - ��o- - - - 2 7---� INSULATION DETAIL NOTES -.R1 1. MAIN CIRCUIT TRANSFORMER rREGUIrREO FOR 480 VOLT IFIG ) SUPPLY ONLY. 4 1 R2 PL2 3 i RTS FR 2 RTS RI R2 I o----- 0 o u 0 --i 3---- 0 4 1 3 PLI 2 7 - DUPLEX ° CONTROL PANEL ENCLOSURE -- R' ' SUUPANEL LAYOUT RTS RTS 6 8 RI ��„ -- --0 FR 1 o---- -0— 1 0� 2 2 7 NOTES: L MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY, DUPLEX CONTROL SCHEMATIC ff 1G. 3Q51 MOUNTING BRACKET - GENERAL ELECTRICAL NOTES ,�-------- ALARM LIGHT ABBREV. o o AH A ALARM t1 RN . ARM LGHT MB ®o O O O O CC GENERATOR RECEPTACLE CCT CONTROL CIRCUIT TRANSFORMER O O X RG.F.I. ORB DUPLEX RECEPTACLE BREAKER ECBMERGENCY IRCUIT BREAKER p O A M ALARM FUSE FL F ASH R R BORN ROUND R T T H A HAN - - L HS RD -FN -SILENCE W T H T'utL.!�3f_AH - POCKET MOTOR BREAKER — MAIN CIRrUll ARFAKFA M MAN M MT MS W� N NEUTRAL OL ATER 1a POWER AVelt EQUIRE I ACH PHASE) PAD PUMP Ali AT ALTERNAT R PL P` H D OBRACKET PHAS M T R R LOCK RL RUN INDICATOR RT5 TS DOOR DOOR STOP THER A T RM;NAL STRIP LATCH FDTH LOCK R DEAD o FRONT. MOUNTING BRACKETS NOTES: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 244W X 36'H X IIT OR AS APPROVED BY THE CITY. 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE SHALL BE 30'W X 42'H X 10'0 AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. ABBREV. ITEM DESCRIPTION AH A ALARM t1 RN . ARM LGHT MB ALTERNATOR TEST SWITCH CC N RCL RCCUIT SER CCT CONTROL CIRCUIT TRANSFORMER X RG.F.I. ORB DUPLEX RECEPTACLE BREAKER ECBMERGENCY IRCUIT BREAKER M A M F FUSE FL F ASH R R FLOAT REQULATOR ROUND R T T H A HAN - - L HS RD -FN -SILENCE W T H T'utL.!�3f_AH - MB MOTOR BREAKER MCO MAIN CIRrUll ARFAKFA M MAN M MT MS MOISTURE AND TEMPERATURFHT MOTOR N NEUTRAL OL ATER PA POWER AVelt EQUIRE I ACH PHASE) PAA PUMP Ali AT ALTERNAT R PL P` H PM PHAS M T R R RELAY RL RUN INDICATOR RT5 TS RECULAlaTERMIROM TERM STRIP TT THER A T RM;NAL STRIP (.PRIOR TO PREPARING TECHNICAL SUBMITTAL. REQUEST USE OF PREFERRED 480 VOLT 3 PHASE SERVICE FROM LOCAL UTILITY. IF NOT AVAILABLE. DEVELOP TECHNICAL SUBMITTAL ACCORDING TO AVAILABLE SERVICE VOLTAGE FOR THE PROJECT LOCATIONS. FOR; CONTROLS. STARTERS AND MOTORS. 2.SUBMIT UTILITY APPROVED SITE PLAN D-ELINEATING THREE PHASE SERVICE SELECTED AND APPROVED ay UTILITY. SPECIFY SIZE AND UNDERGROUND ROUTING OF COPPER SERVICE ENTRY CABLES AND SCHEDULE 40 PVC CONDUIT PER NEC. 3 -PANEL SUPPLIER 70 PROVIDE MOTOR STARTERS ACCORDING TO PUMP HORSEPOWER REQUIREMENTS LISTED IN LIFT STATION PUMP PLAN. 4.FULL. VOLTAGE NON REVERSING STARTERS ACCORDING TO HORSE– POWER RATINGS LISTED. OR HIGHER. WILL BE FERMITED. SUBJECT TO WRITTEN UTILITY AUTHORIZATION FOR PROJECT LOCATION. S.CONNECT AND OPERA I C LAiRGCIR PUMPS WI Tl{ TWO WINDINGS PLR PHASE. USING REDUCED VOLTAGE. PART WINDING STARTERS. ACCORDING TO STARTER AND PUMP MANUFACTuRER'S INSTRUCTIONS. USE OF REDUCED VOLTAGE STARTERS WITH AUTOTRANSEORMER OR MOTORS WITH ONLY A SINGLE WINDING PER PHASE. SUBJECT TO OWNER/ ENGINEER REVIEW AND APPROVAL. UPON RECEIPT OF DOCUMENTATION VERIFYING EQUAL PERFORMANCE AND MAINTENANCE COST DATA LAIN. 18 L.F. D. I, ' MIN. 8 • 8 VALVE VAULT CAPPED NIPPLE AND VALVE I FOR PRESSURE GAUGE. ( TYP. ) t GENERAL NOTES _ - - _ - _ I . ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR r - - - -- - -- ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE _ AND OUT. (TWO COATS. 9 MILS EACH.) ----------- - ---*-' - -- - - -- - --- - ---- — - — - — - - — - — - — - — - — - — - ---------------------- 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. — 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE CD SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE -----------------,-i-----1----,-r---- -- - -- FLOOR -- -------------------------------------- - AND SMALLER, CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER v=. DRAIN o PIPE SIZES. O -5.VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. `'' ------------ -- - J_ - }' -- - -- -- - 11 ------- --- ----- ---- -- --- ------ - - 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE u VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. 7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN CO I WET WELL. 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 3 1 6 S.S. OUTLINE OF ACCESS OPENING ° [ FLEXIBLE PLUG VALVE HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANliFAC1 URER ' COUPLINGS AND APPROVED BY THE COUNTY. CABLE HOLDER SHALL BE POSITIONED [ (TYP,} EMERGENCY PUMP * VALVE. BOX SHALL BE ENLARGED 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. OPPOSITE THE INFLUENT LINE IN 0 CONNECTION IF FLOW k--ILR REOUIRED OR 10. PUMPS SHALL BE: THE WET WELL. PER NOTE •4 F ® MANUFACTURER: FLYGT: MODEL: CP -3085: IMP: 434; D;A: 3": PLAN VIEW MM. SPEED: '1750 RPM: DISCHARGE SIZE : 4 IN.: VOLTAGE: 230: N.T.S. HZ. • 60: PHASE 3: H.P.: 3.0; MIN. SOLID SIZE: 3 IN.: CURVE: -----------• OPERATING CONDITIONS SHALL BE 125 GPM AT 31.5 FEET TDH. 4" D.I. VENT WITH VENT CAP MANUFACTURER: KSB: MODEL: KRTU-E 80-200/14.2: IMP: 170: DIA: 3": B ---ALUMINIUM ACCLS' fIAICli W/ LUC><SL 1 MM. SPEED: 1 750 RPM: DISCHARGE SIZE : 3 IN.; VOL TACE : 230: AND RECESSED HANDLE (SEE NOTE 8) HZ.: 60: PHASE: 3; H.P.: 2.4: AL�MI NUM ACCESS hATCH W/ LOCKSET MIN. SOLID SIZE: 3 I N.: CURVE -------------• AND RECESSED HANDLE. ' FLANGED RISER W/ `BLINa FLANGE OPERATING CONDITIONS -SHALL BE 140 GPM AT 35.3 FEET TDH. � 414" STANDARD FLANGED TEE IMP: CB 1 I : DIA: 3 ": 2, 3'-� MANUFACTURER: ABS: MODEL: AF 15; III ELEV. Y MM. SPEED: 1750 RPM: DISCHARGE SIZE: 3 IN.: VOLTAGE: 23G EXIST. GRADE HZ.: 60: PHASE: 3: H.P.: 2.0. '11 MIN . SOLID SIZE : 3 I N.: CURVE: ------------ 2• - - 4" PLUG VALVE WrLEVER OPERATOR _ OPERATING CONDITIONS SHALL BE 120 GPM AT 29.7 FEET TDH. • PUMPING STAT I ONS DIMENSIONS ELEV. AT CONST. DIM A 8" MIN. DIM 13 G' -0" MIN. D,M C DIM D DIM E • DIV F DIM G DIM t1 6 0" V N. DIM J 3'-2" DLM K 4'-8" MIN. EL il V T -2.0 0.00 EI = W LI 0.0 V V 2. 0 F ._ V `N 2.5 [_I -.;V X 3.0 EL. V -Y I I 7 _•4 6' 12' MIN. STAINLESS STEEL PRESSURE GAUGE «� PER PUMP MANUFACTURERS REQUIREMENT POWER CABLE i 1 �, c 1 • ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. . 1 O.C.E.W. ' PET COCK VALVE 2" DIA. SCH. 40 11 11 - I e -- STAINi_ESS STEEL r - PIPE _El E -'� L I 13•TH E IFT STATION IS TO BE A PRIVATE LIF STATION. T MIN. 3/8" HEAVY DUTY A 4 z STAINLESS STEEL I I I I ~ y DUCTILE IRON PIPE LIFTING CHAIN. (RESTRAINED JOINT) 1 :1 I I i I �� \ a, •• I7' I - - 4 1 2 - 4 BARS ! 4" PVC FORCE MA IN 0 SHOWN ROTATED 90 DEG, 4" CHECK VALVE ,\D FOR CLARITY. Do GALVANIZED IRON 3" FLOOR DRAIN ,` 4< - I [ I o W/"P" TRAP. SLOPE OUTLET PIPE i 4>d 1 r2" PER FOOT. SEE NOTE 12. (� N =o HIGH LEVEL ALARA P EV. X �ItN. )8 L.F, p. t. Y� _-_— � _ 10.45 - _ ELEV. Z� LAG PUMP ON ELEV. W 09 GALV. CLIPS" — i 24 VOLT FLOAT L 10U I D ' SPACING 10'-0' TO CENTER (MAX) , ' ' EVEL CONTROLS - — _. E LEAD PUMP ON E EV. V —� TOP RAIL j POST CAP - 4N WHITE- J r,l POST T^ STRETCHER C��4' O.C. � G f { X1_6, BOTH PUMPS OFF ELEV. U CORNER — BARS •9 TIE WIRES _/' ` • FABRIC 3/B' ROUND 12 D.C. 8~ /0.,92 S10 — --- -- 60 TRUSS BARS LINE POST GROUT C� � SEE NOTE 1) V�' S''�V• • i SAN. DROP- UH. ELEV. T 2. TURNBUCKLE TENSION WIRE ; TOP 10.93 • ` ' d GRACE '' 1 NV. 3.08 d LD 2500 PSI CONCRETE *00 GRAVEL --� 3' --iI2•---�1z' 6" EXTRUDED CURB •6 -12 O.C. E.W. MIN: FENCE DETAIL 1113 MIN. 3/4 DiA. x 1 1 " STAINLESS - ` = p p- - 20-8" DIP @ 0.40`/. STEEL ANCHOR BOLTS TO EXTEND ------ ---------- L}- - - - -�---------- ------------ . to 7" INTO BASE. 3/8' ADJ. Ga1E POST � GATE CORNER TRUSS RODS GATE FRAME GATE POST SECTION VIEW N. T. S. ABRIc MAIN i VALVE WET -� 4" PVC FORCE , VAULT WELL I - y PUMP STATION DETAILS I 5' _ �.5' CONTROL _ PLANS. SECTION. AND NOTES PME� - 25ee P.S.I. CENTER STOP #_ 92LF-6' HIGH CHAIN LINK FENCE ° ° -"' IFIG. 301) 1r x 12' x 1r ° � - l0' WIDE ASPHALT DRIVE 12,E&, cONcRETE W/2 6' WIDE SWING GATES - - -o ° ° �° i DOUBLE SWING GATE DETAIL ° -BACKFLOW - NOTES: PR�1/ENTOR VYEi ' WELL - 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE - n FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. I0-'- HOSE BIBB - T- CHAIN LINK FENCE DETAIL 4" OF BEDDING ROCK WITH N 20' [ � (FIG. 387) POLYETHYLENE FILA LINER SITE PLAN UNDER ROCK SCALE: r-/0' ,1 v FIELD. BSA CITY OF SANFORD FLORIDA y 07-28-93 CLC ADOED I� t�oT ��, NO� CAQD aY. KJK e -s eton assates 07-20-93 CLC REVISE PUMP MOD CHECKED BYm RM INCORPORATED LIFT STATION 04-22-93 DO REVISIONS PER CITY OF SANFORD I DESIGNED BY: CC CONSULTING ENGINEERING s PLANNING s LAND SURVEYING SANFORD LAKES APARTMENTS tt - DATE BY DESCRIPTION 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 �'E;i 29 (i�� - _. - - - (4843-5120 -- Te O 71 , ,DATE � JAN. 1993 J08 NO. SANT SHEET T OF 12