Loading...
HomeMy WebLinkAbout1997 - (#58) Martin Ave Sewer Main ExtensionUS 97 Ot cs g IVE.? o -7 S ✓>: - �v' 0J1��tiy�1,�P� \.0OQos9�`� P��\p 2 _ 25 C) 133 T 9INDIAN RIVER 1� 1C ST is 3Is Z ' COUNTY ORION R1.4 '�& 10 N!" A'l 00 \110, 129 'A :> S\1111> 1p, 31 V. O 1100. E ASTIAN 'o 'COMMUNITY .. �� / d- Lu ENIER ROSELcc. cncn T 3QS- INDEX 0 F SHEETS o Qa 10 --\ll�-------- T 31-Sl5cat \V 0!, SEB STLAN DEPT MU ICIPAL C OF C AIRl'ORl r MAIN I N ST" I . BOAT RAMP --1 // / > 0. COVER SHEET MEAVE ���L�����,���oN A\\ \. oj- �Wk T V 0 1 00 6 E. 1. PLAN & PROFILE _FOSTER RD w "I \"' j yy U., L C L qUS Sl < *SOCIAL CENTER ROY AVE i vl< r- VALENCIA BOATRAMP �IA 505 �AVOC 01 z PINE�k?TLF 2. DETAILS 'j? Q 15 N N KJA E 0 z E I ANON AVE CA AM 1 P Pei AL AV SEA02'RAPE 10 DR z W1 CZO C T TY MAP '� H 1 35 181scu 1501, I CINI s Z IL (A 4c "" aAVE LOCATION MAP LA K E 4 Fv=tjizr%sj, lnRPXARDv- SECT11IN 6 TOWNSHIP 31 IT RANGE 39 Y I C- HA 395714- z F- O= F_ 0 z z� O li► U m Cj�, W O Ld L._ V) Cleveland AVE (80 R/W) Replot of Edgewater Park U.S. , Platbook 2 Page 40 I I CONST. 85 L.F 3" H.D.P.E F.M 11 I I AS SHOWN I,s i w/ MIN. 36" COVER a -- -- i & RESTORE IN KIND. INSTALL 2 POLY -SERVICE I SEE DETAILS ON SHEET 2 (2) ,',INSTALL 2" POLY -SERVICE STA.3+44 421 10 i I SEE DETAILS ON SHEET 2 STA.3+54 42'L W.A. Martin Subdivision Platbook 3 Page 12 Block E CONST. 605 L.F 3" H.D.P-E F.M `` LIFT STATION CONST. 50 L.F 3" H.D.P.E F.M AS SHOWN 11STA.2+66 35'L I lop elev =1 2 1 w MIN. 36" COVER I_ ___ __ I bottom =-2.18 WS SHOWN ,� & RESTORE IN KIND. I I / MIN. 36 COVER I / & RESTORE IN KIND. EXISTING 1 "0 WATER SERVICE, 4 o `� STA. 1+os 24' LT. §1 I L -6' UTILITY / O 12' UTILITY EASEMENT wI w z LIFT EASEMENT DEDICATED TO INDIAN _ 10.27 STATIOx I nr inv =5 38 w ` Inc �� �° RIVER Co. UTILITIES rim=9.86 CONTROL---�----- _ go-- - - O.R.B. 1209 S. inv.=5.26 PGS. 2822 & 2823 m'i via I --_ SS 20• o F---------- -----wet mUT -- e. inv.=5.16 - - - - I I ® elev. 7.0 I 6"� PVC W.M EXISTING UNDER STORM �yl j 1,4• hd'?0" ! Is ,2 a' IRC L- - _ PIRKING 1 "0 WATER S RVICE ` I DRAIN FIELD 3435 \ L- -- - __ - - - _ - - 6+00 Aso °° -- ? - I - 2+00 00 3+00 1 4+00 - - 5+0 I --coNCRETE - - PARKING zo ki - ?o• 11 +00 ,4, q?o _ ,� r , a�-F 2 17 3q 19"E _ yo r- 1 4.*2s. - - 6 , - - , _,r -. w I IV 4� n, I I r2 Qb(T t -8 10El 4' a - TREE /UNE INSTALL 2" POLY -SERVICE SEE DETAILS ON SHEET 2 (2) STA.8+45 6'L STA.8+56 61 DiR PARKING 7+00 / \� _ 8+60 - - _.1__777 r-�_7 I I N gra e- . --x - Z I + I II U.G. ELECT. °� w. inv. =5.1 1 ofRT w ! 6" G.V. SVC. CBE. o I � e. inv.=4.97 / CAUTION ! N m ? ' 7 APPRoximATE II CONCRETE I DECORATIW Q II PARKING SHRUBS ail PIPE CROSSING PIPE CROSSING-,"---' SEE PROFILE BELOW I I River Oaks Town Homes GENERAL NOTES - EXIST. 6" 0 PVC WATER MAIN W/ 3' MIN. COVER (TYP.) 5' MIN. CLEARANCE (TYP.)� / 1 "S WATER SERVICE EXISTING INSTALL 2" POLY -SERVICE SEE DETAILS ON SHEET 2 STA.6+75 71 INSTALL 2" POLY -SERVICE STA.7+15 13'R SEE DETAILS ON SHEET 2 (2) STA.7+50 6'R STA.7+61 6'R SHORE FOUNDATION OF BUILDING AS REQUIRED TO PREVENT SETTLEMENT OF STRUCTURE 1 > THIS PERMIT SUPERCEDES F.D.E.P. PERMIT FILE NO. 0135537. NOTICE OF INTENT TO USE GENERAL. 2> ALL LIFT STATIONS SHAI_.L BE PRIVATELY OWNED AND MAINTAINED. CONSTRUCTION AND OPERATION PERMITS SHALL BE ISSUSED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. ALL PUMPS SHALL BE ABS-PIRANHA GRINDER PUMPS OR APPROVED EQUAL. A MAINTENANCE CONTRACT MUST BE OBTAINED AT TIME OF PUMP INSTALLATION. SEE DETAILS ON SHEET 2 OF 3 FACT RECOMMENDATION INSTALL TEE 3> ALL H.D.P.E JOINTS SHAL BE FUSE WELDED IN STRICT COMPLIANCE WITH MANU URERS _ X � - yE CONST. 232 L.F. - - - EV.T'°h 3" H.D.P.E. F.M. EXISTING M.H. #1 - RIM EL. 6.95 STA. 2+90 17 LEF-T INSTALL FIBERGLASS LINER e 9+79.76 1 +00 CORE -BORE- - --10" F.M. ---- W. I.E. 1.60-- -- - -- 2+00 3+ 1 8.79 N. I.E. -2.25 _ 10.0 1° PP - { e•'� BASEtJF1� E�ATLN- - -- ---- - '` -- ----- -- ----- - -C NST-- A 7.0 CONST. 50 L.F. .E F.M. 0+00 1 +00 2+00 3+00 VERTICAL SCALE: 1 " = 4' HORIZONTAL SCALE: 1 " = 40' INJ grate=10.27 rim=9.86 9� 1_J_ grate=8.10 w. inv.=5.11 - --+ - 24' RCP n inv =5.�8 -- ------ --4.9 e. inv - \� 18" M,47� 4+00 5+00 6+00 7+00 U. S. Martin AVE 5' MIN. CLEARANCE (TYP.) 9+00 -©- fHOUSE gib12' (50 R/W) 1 " = 40' DRILL & BORE UNDER ASPHALT RD. & RESTORE IN KIND. BASELINE INTERSECTION MARTIN AVENUE 0+55.51 ALLEY 9+79.76 BASELINE -MARTIN AVENUE 0+00 EXISTING 1 "0 WATER SERVICE ��,ti6"o s � EXISTING S7A.0+50 40'L e,G.V. �INSTALL 2" POLY -SERVICE ' 1. 10 se o I T TEE & 6" G.V. ' I SEE DETAILS ON SHEET 2 INSTALL 3 ofx 3 TEE STA.0+58 221 - P-V & CAP. i CONST. 150 L.F 2" H.D.P.E F.M AS SHOWN EXISTING F W/ MIN. 36" COVER 1 o WATER SERVICE INSTALL 2 - T"S x ��� �' a `tit° & RESTORE IN KIND. 5' MIN. & 3 BRASS NIL. �I - \ CLEARANCE (TYP. T - VALVES _ o ®� I \REMOVE F.H.A PIPE CROSSING a o I\& RESTORE IN KIND. ,2• �; OPEN CUT GRAVEL DR. I EXI&INRESTORE IN KIND. ST- q < t``� 12 1 "0 WATER SERVICE I d ���EXISTING 6-0 PVC WATER MAIN 24 o+I 5' MIN. �I z ^p10°- �0. " 3 � CLEARANCE (TYP.) „ CONST. 232 L.F 3 H.D.P.E F.M -. p ?0 N t EXISTING M.H. #1 STA.2+90 17'L AS SHOWN RIM EL. 6.95 W W/ MIN. 36 COVER z°- I N. I.E. -2.25 I ° i i98cfJ �611 24' $° CORE -BORE M.H. °� o Bp,SELINEATION 4INSTALL FIBERGLASS LINER - TLx aLN( _a ' �N _� T _ r �e R q 638+00 RNER R DR. --- ;,� - INDIAN - 6 7+08.24 1636+00 + s -- --�+ REE p DI__P_ 6"0 PVC WATER MAIN R W UNDER FORCE MAIN 13.06 ,INSTALL TEE 10.0 Cn O 477 CONST. 605 L.F. 3 H.D.P.E F".M. 8+00 9+00 -- - - --- __ ___ --- -- 7.0 ----- ----- CONST. 150 L.F. �' o 2 H.D.P.E F.M. t).0_ O z CONST. 3 H.D P.E F.M. UNDER_ EXISTING4.0< z WATER MAIN & MAINTAIN 18" C LEAR EN C E. 3 , Q C - -- - --_- _ ___- --- - ---------------- _----- 2' �- D _--_ --- ------ --------___ __---------- -- - -- z 9+79.76 REVIEWED AND APPROVED BY: MICHAEL C. HOTCHKISS, P.E. 39514 �0, Revision Date By No, Revision Date B 340-R� DEPARTMENT OF TECHNICAL: BLANKEN I DATE: JULY 97 SHEET y INDIAN RIVER COUNTY ; :_ MARTIN AVE 1840 25th STREET - -- _-.--..__.--------__---.__________-_--_--_,�_.___.________-----___.____-_I SCALE: 1 = 40DESIGNED BY: VERO BEACH, FLORIDA 32980 MICHAEL C. HOTCHKISS, P.E I---- -----------_- -----------__ (407) 567-8000 UTILITY SERVICES [APPROVED BY: COUNTY PROJECT NO. US 97 01 CS -{{ SEW EXTENSION , OF 3 I 20 13 B BREAKER ALL MTG PLATE I® nTH B CB T © I CEN ®® PDB W m Pt m m O u S V M'�'� 25.23 D TAR n y � 24 Dl1Qt Ica BACK - PLAT R M NQ 1 2 1 T y� CTD ®1t~i' I 0 AUDIBLE ALARM FRONT VIEW SIDE VIEW CONTROL BACKPLATE NOTES I -ENCLOSURE, NAM 3R STAINLESS STEEL 2-MATERIAL 14 GAUGE OW4 STN STL 3-CONSTRUCTIO06 FORMED AND VEL.DED LA 4-FINISH, ND 29 BRUSH" 5-HINGE- STAINLESS STEEL 2 VM T 6-LATCHES STAINLESS STEEL LOCKABLE NCB *_ AVG PDB CBI •__AVG L� �T T 230V Lz_ IPH __ 3V NEU N CBE GEN. RECP �C _A 1� GRD ECB •14AWG CB3 ---120V CONTROL CKT - UNDER EMERGENCY GENERATOR CONDITIONS ONLY OPERATE ONE PUMP. (RED WITH WHITE LETTERS' CBE 15A CBS 15A /^~ 1A 1 RC --dM2 LTml 2 n TB RC Sc S 61 1 5 g SR1 SRI (.4 2 63 62 S R IC �J �b PUMP NO. 2 PUMP NO 1 DUPLEX PUMP CONTROL PANEL _-_HP-230V-1PH-3W-6OHz DER 20 19 RED W2 T VM 3 f ET 17 RED MTR THERMAL I OFF LEVEL 2 3 MTP ALARM RED R PUMP 1 4 BLU /V 1 H M7 B 9 PUMP 1 7 6 D D O SV1 BLU OL V 4T RUN 1ST O1 LEVEL 4 3 RED1 ALT 3 B I ALT ALTERNATOR 3 VHT 2 RED I r1 1 ET 19 ben MTR THERMAL -� RED RED SW2 `R� MTP ALARM 2ND ON LEVEL 6 it 3 PUMP 2 _ . BLU 12 /V 13 R4ED H M2 10 PUMP 2 1 00 SW2 12 U DL VHT RUN _ 14 I IRED 7 WHGm+ LEVEL a SAL ALARM LIGHT •�0 Otc , 13 RI 111 4 AUDIBLE SILENCE 1�G AH ]ill ALA R3 ALARM I ' SW3 15 R1 1pi SILENCE 1 3 1 7 RED 71- 11 2 rT \ i PL4 SEAL FAILURE ! 3 A \ PUMP I PUMP I y� SFI 20L 5 6 (OPTION) 1 7 RED WHIT 1 12 2 -� 2 \ PL5 SEAL FAILURE PROBE PUMP YEL 3 B SF2 EE 23L A / PUMP 2 22 3 6 16 I 1wj - (� ZHT DUPLEX PUMP CONTROL PANEL ___HP-230V-1PH-3W-6OHz DER 120V CONTROL S.S. HINGES TB 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 0 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 ?0 1 I II l l l r THERMAL CO 1 INTP� l�rl ALARM HIGH I II I IMOTS LEVEL MTP2 CUTOUTS OV2ND ON ly 1ST ON LEVEL I _ OFF LEVEL P1 P2 GRD LEVEL SEAL FAILURE VENT O CIRCUIT M1 M2 Tl T2 T3 T, T2 3 TB I 1 1 2 3 TB 1 1 2 1 3 MTR. 1 MTR. 2 12 8 8 -_ 4 TBi OFF TB2 1 FSI � � H 7 SR ® T83 ❑N TB4 5 00 SW1 ® 0-- FS2 El M1 CB1-3 SWI® 1525 j PL1 14 M1 M5S I 1 Z 7 C-TB NOTES: 1-ENCLOSURENEMA 4X FIBERGL ASS TB11 20 2 Z 3 2-MATERIAL GLASS F1_-ED RESIN & GELCOAT PROBE a 0 / 0 3-CONSTRUCTION MOLLED PUMP 1 5 SF1 6 4-FINISH] GELCCAT TB12 AUDIBLE 5-HINGE! C❑NTINUGUS STAINLESS STEEL ALARM 6-GASKET: C�CSED CELL NEOPRENE GRD FRONT VIEW SIDE VIEW 7-LATCHES STAINLESS STEEL DRAW DOWN TYPE i I 1 PUMP DATA CHART PRIMARY PUMP CAPACITY Z O GPM o PRIMARY TDH 48 FT © SECONDARY PUMP CAPACITY 3 O GPM ® SECONDARY TDH 4-6 FT PEAK INFLUENT FLOW RATE 6.68 GPM ® PUMP CYCLE TIME 15 MIN. 7� PUMP SYSTEM MANUFACTURER A E3 ® PUMP MODEL NO. PIRANHA, E ® R.P.M. 3 4 O 1p ---HORSE POWER L 0 ELECTRICAL-VOLTS/PHASE 230/1 © FULL LOAD F.L.A. PER PUMP AMP. F.L.A. TOTAL I L . ✓ A 12. © PUMP DISCHARGE SIZE i f 411 ® MIN, DIA. SOLIDS 15 IMPELLER DIA. No, V Revision Date By No, 2W CB1 #12AWG �0-- 2 jL3 Mi 2 T3 PUMP NO. 1 SIMPLEX PUMP CONTROL PANEL 21HIP -230 V-1PH-31R1-60�' ABS PUMPS DUPLEX PUMP CONTROL PANEL ___HP-230V-1PH-3W-6OHz DER 2 rB1D MTR THERMAL SWI ` R / MTPl ALARM / \ 8 PUMP 1 - Ml TB9 PUMP 1 OL 9 RUN 2 21 A PL1 SEAL FAILURE PUMP 1 -- ALARM CIRCUIT 1A TB7 HIGH ALM, TB8 15 ,i AL FS3 1R54 188 ALARM SILENCE T�(R�EMOTE) 1 R5 3 SIMPLEX PUMP CONTROL PANEL 2HP-23OV-1PH-3W-60Hz ABS PUMPS 2 ALARM LIGHT AUDIBLF ALARM J ALARM SILENCE C ACCESS COVER SHALL BE LOCKED BY CONTRACTOR. FIBERGLASS ACCESS HATCH & COVER (LOCKABLE) & WATER TIGHT FIBERGLASS WET WELL r- 2' PVC. BALL VALVE SCH 80 BRASS, BRONZE, DIP., UNION OR FLANGE EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. FIBERGLASS VALVE BOX 2'0 BRASS T-VALVE (LOCKABLE) P.E. DISCHARGE LINE 11 i/ BRASS, BRONZE, DIP.,DISCHARGE 3 0 CK _JMP❑NETS UPSTREAM OF PLUG VALVE SHALL BE INSTALLED BY CUSTOMER, LIFT STATION PLAN - DUPLEX STATION (DOUBLE PUMP) FIBERGLASS ACCESS HATCH ACCESS COVER SHALL BE & COVER (LOCKABLE) LOCKED BY CONTRACTOR. & WATER TIGHT S.S, HINGES FTRFRf-,I ASS WFT WFLI VENT SCH 80 BRASS, BRONZE, DIP,, UNI❑N OR FLANGE EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. 2' PVC, BALL VALVE BRASS, BRONZE, DIP.,DISCHARGE FIBERGLASS VALVE BOX 2'0 BRASS T-VALVE (LOCKABLE) P.E. DISCHARGE I � LINE COMPONETS UPSTREAM OF PLUG VALVE SHALL BE INSTALLED BY CUSTOMER. LIFT STATION PLAN - SIMPLEX STATION (SINGLE PUMP) OSEE DRAWING NO. S - 1A ON SHEET 3 FOR DETAILS CONCERNING CHECK VALVE. RETE ELEVATION CHART (ABOVE BOTTOM OF WETWELL NUMBER OF ERU'S 1 2 3 4 5 6 7 8 9 10 11 LIFT STATION TYPE SIMPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX DUPLEX SF HOME ELEVATION TYPE OF ESTABLISHMENT RESIDENTIAUC COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL LETTER OMMERCIAL DIAMETER OF VVETVVELL (FT) 3 3 3 3 4 4 4 4 4 4 6 a TOP OF WETVVELL 5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 8 8 7 5 a TOP OF VALVE BOX 5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 8 8 75 b INLET INVERT 2.1 3.1 3.5 4.3 3.9 3.9 3.9 4.3 4.7 4.7 31 C HIGH LEVEL ALARM 1.9 2.7 3 3.6 3.3 33 3.3 3.6 3.9 3.9 2.7 d 2ND PUMP ON - 2.3 2.5 2.9 2.7 2.7 2.7 2.9 31 3.1 23 e 1 ST PUMP ON 1.7 19 2 2.2 2.1 2.1 2.1 2.2 2.3 2.3 19 t PUMPS OFF 1.5 t5 1.5 1.5 1.5 1.5 15 1.5 1.5 1.5 1.5 9 BOTTOM OF WETWELL 0 0 0 0 0 0 0 0 0 0 0 PLUG 1 09 1 63 1 63 1 63 2 90 290 2 90 290 3 10 3 10 6 53 Z CON( ` OTL1 ALL ELEVATIONS ARE REFERENCE ONLY - NOT RELATED WITH N,G.V,D, Revision Date 1 By! ��ERc� INDIAN RIVER COUNTY j� 1840 25th STREET VERO BEACH, FLDRIDA 32960 �4LORI(407) 567-8000 304 S.S. THROW SWITCH DISCONNEC CONTROL PANEL ELECTRIC METER,( IF NOT OFF BLDG) 304 SS,3R OR FIBERGLASS (CONTRACTOR LOCATE) GENERATOR RECEPTOR H,P, LIGHTNING ARRESTOR MODEL NO. A3042 (O,A,E,) FIELD MOUNTED BY 0 ELECTRICIAN ALUMINUM UNISTRU SEAL OFFS-(2") (2>- 2" CONDUITS REQ'D FOR 2 HP PUMPS <3>- 2" CONDUITS REQ'D FOR 3 HP AND LARGER PUMPS 3/4 " HOSE BIBBInd -- WATER LEVEL CONTROL 3/4" GALV RI TO PUMP NO. 1 m -- TO PUMP NO, 2 ( IF REQUIRED ) SLEEVE REQUIR 4' ALUMINUM PIPE GRADE .• •• '• --------_. ru • ••• CONC. SLAB 48" Lx12" WX10" D TO WATER SUPPL OR CONC. AROUND POSTS GROUND ROD 12" 0 x 24" DEEP NOTE: REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) LIFT STATION. 'FEBC❑ MODEL #825Y OAE' THROW SWITCHED DISC❑NNECT & METER MAY BE MOUNTED BACK TO BACK W/ CONTROL PANEL, ELECTRICAL RISER ACCESS COVER FOR LIFT STATION SHALL BE LOCKED BY CONTRACTOR. WATER TIGH 2-SIZFIELD INSTALLED [211 PVC VENT ACCESS COVER W/ STAINLESS STEEL KNOCKOUTS FOR INSECT SCREEN ELECTRICAL CONDUITS j (� 2 'SCH 80 BRASS, BRONZE, DIP. EL,QDI-L--- 3.0' (MIN.) SEE ELEVATI❑N CHART EL.S,22 4 " INLETI FIELD INSTALLED 8' MAX. DEPTH 1 1 iii r04 am TOP EL.y INVERT EL,.. INE ^_ H.L.A. EL. _ 2ND PUMP ON EL. d0 1ST PUMP ON EL. PUMPS OFF EI. BOTTOM EL. - SEE ELEVATION CHART F❑I(J THRU 9U LEVEL CONTROL DIAGRAM FIBERGLASS VALVE BOX 30 ( 8' x 12 # x 12 "D) FRP VALVE BOX IN GRADE 2 a 0 MIN z PR #200 f 90' BENI; u 4 4 GASKETED PIPE o (o B ASS, BRONZE, DIP. 4 A ♦ .A A 4 • PLUG VALVE ALL COMPONETS UPSTREAM L❑F PLUG VALVE SHALL_ 'T' ; BRASS, BRONZE, DIP 'T' BRASS, BRONZE, DIP. BE INSTALLED BY CUSTOMER, 2' PVC. BALL VALV EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. /2' P,E. I FILL BOX AS NEEDED WITH METER 2' MIN. CONCRETE TO PR❑VIDE PROPER DRAINAGE & BALLAST 2 " SCH 80 PVC SLIDE RAILS (3/4 ' SCH 40 AISI 316SS PIPE) ( NOT REQUIRED ON SIMPLEX STATIONS ) PUMP DISCHARGE WITH SEALING FLANGE CONCRETE GROUT AS REQ'D BL❑TATIONER EOE ELEVATION CHART FOR AMOUNT. COMPONENT L E G E N D MAKE MONOLITHIC POUR v WITH BOTTOM SLAB, MCB MAIN CIRCUIT BREAKER FIR _. FLOAT REGULATOR ° a ° ECB EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER REFERENCE EL ' •' MCP MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER o 0 0 o v C/B CIRCUIT BREAKER AH - ALARM HORN (1jr) CCB CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER P1/P2 PUMP 1/PUMP 2 LA - LIGHTNING ARRESTOR THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. CABLE H❑LDING BRACKET r (S.S.) SS LIFT1 CABLE C.O SS PUMP LIFTING BAIL CONTRACTOR INSTALL GROUT 1.5 1 SLOPE -, 4MIN. UNI-❑N EGR CMER GENERATOR RECEPTACLE SC - START CAPACIT❑R (10) MS 40TOR STARTER RC - RUN CAPACITOR (10) RL PUMP RUN INDICATORS SR - START RELAY ❑L ❑VERL❑AD HEATERS PTS - PUMP TERMINAL STRIP CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE HOA HAND-❑FF-AUTOMATIC SWITCH GRD - GROUND SPECIFICATIONS W/ # 4 REBAR 18' O.C. GFI DUPLEX GRND, FAULT RECEPT. FS - FUSE ALT PUMP AUTOMATIC ALTERNATOR R - RELAYS VM/PM VOLTAGE/PHASE MONITOR RTS- REGULATOR TERMINAL STRIP L I FT STATION SECTION IPTB INCOMING POWER TERM, BLOCK N - NEUTRAL NTB NEUTRAL TERM, BLOCK ❑/L OVERLOAD REVIEWED AND APPROVED BY! TECHNICAL] $IANKEN j DATE: JULY 97 DEPARTMENT OF DESIGNED BY1 SCALE] UTILITY SERVICES APPR❑VED BY, MICHAEL C. H❑TCHKISS ; COUNTY PROJECT NO. UW-97-01-CS i I MICHAEL_ C. HOTCHKISS, FLA, P:E, No 4 SHEET MARTIN AVE SEWER EXTENSION of