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SITE&UTILITY PLAN 5-16 MBVscan
DELL. SOUTH UNDERGROUND CABLE INDICATOR n � , CRty O MAF - BENCH MARK t GD 39 SE"1 PKJNAiL 13.E 4. DISC #5102 a 12.76 NAVD 88 , N=11613,5i `-671 . E= 722508,383 � i �. l o 5 -0 �1 t a t % 1 t � t 1 m SILT FENCE (TYP.) PORTION OF EXISTING SEAGRAPE TO BE REMOVED a y a j t ii , Ik"DOIN PLAN SCALE: 1" = 10' 72 HOURS BEFORE DIGGING CALL TOLL FREE KNOW WHAT'S BELOW SUNSHINE81 1. COM SEE SHEET C6 FOR EROSION CONTROL DETAILS .:TILT FENCE (TYP.) IV ST. LUCIE COUNTY PROPERTY VACANT (NOT INCLUDED) EXISTING' BUii._DING (UNDER CONSTRUCTION) SEAWARD AT ATLANTIC VIEW CONDOMINIUM (NOS" INCL.U) :D) OWNER/APPLICANT MARK WALPERT�� 4235 N HWY A1A, OCEAN HARBOR VILLAS #11 FT. PIERCE, FL 34949 PHONE (203) 778-9950 SITE ADDRESS 5050 NORTH A-1-A FORT PIERCE, FLORIDA 34949 TAX PARCEL I.D. NUMBER(S) 1414-220-0005-000-5 PERMITS REQUIRED ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT FDOT UTILITY PERMIT FDOT DRIVEWAY PERMIT FDEP WASTEWATER PERMIT (FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONES 'X', AO(DEPTH1'), AO(DEPTH2'), VE(EL14) AND VE(EL15) F.I.R.M. PANEL NO. 121 1 1 CO093J DATED DEC. 15, 2012. SANITARY SEWER SOURCE ST. LUCIE COUNTY UTILITIES POTABLE WATER SOURCE ST. LUCIE COUNTY UTILITIES DECAL DESCRIPTION THE SOUTH 110 FEET OF THE NORTH 660 FEET OF SECTION 14, TOWNSHIP 34 SOUTH, RANGE 40 EAST LYING EAST OF STATE ROAD A1A RIGHT-OF-WAY, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LEGAL DESCRIPTION THE SOUTH 110 FEET OF THE NORTH 660 FEET OF SECTION 14, TOWNSHIP 34 SOUTH, RANGE 40 EAST LYING EAST OF STATE ROAD A'IA RIGHT—CF—WAY, SITUATED IN ST. LUCIE COUNTY, FLORIDA. AREA OF SEAGRAPE REMOVAL s ...._....: _........:......... _.:. EXISTING CONCRETE SIDEWALK �7j� EXISTING ELEVATION OE------ EXISTING OVERHEAD ELECTRIC ----- FM -- EXISTING SANITARY FORCE MAIN -a a PROPOSED SILT FENCE I C,4 1 n l tl un l (Dl l- 0 OptEL N m I _ l.Ll IY 0 (n Q a o w z wN�r.. ® co L- 0) 00 tl) L N 0 N N N W coLo �• () Ix oo � CL N O w J 0 L0 .- Lf) O n00 L0 Co N mot' N M rl- . No �� .t ' LLJ 00 N Q � o �Q U N z 4_ W W LLI Lij >z �W W J O� Qz 00 LLJ :5u 0 LL a 0 0 LO Lli j AF,,NON J:: BOVdj ES " FL. PC#5531 3' D4�rENAV OF 13-340 ik BELL BOUT ...I i i i 1 UNDERGROUND 1i 1 1 ti CABLE INDICATOR t i i § i CROWN OF ROAD BENCH i t i i MARK FOUND PK NAiL DISC i BENCH MARK 3935 / S�_"1' PK/NAIL 1 # i i 13,26 NAVD 88 �. DISC #55102 ' 12.76' NAVD 88 N=11613:0.671 ., E=722508.383 w 4i i i i 1 1i i u ' '' i �p i G i c t t ii i� c:`A i ii C3I l`z `t i �- i tt i �' qz S 1 i - i 1 c I rtt r2 CONTRACTOR TO UTILIZE DETAIL G-5 i `f ON SH ET C4 FOR ANY CONFLICT CROSSINGS. i CONTRACTOR SHALL'INCLUDE`;ALL CONFLI�T 12LF OF 2" PE WSo i CROSSING COSTS IN ASE BID (TYP) M 2 i i 55 F 2" P$ i DIRE TIONAL t BORE i (SEE pETAICTHIS SHEET) CONNECT TO EXISTING 18" WM W 18"x2" TAPPING SLEEVE; / & VALVE 1 i 4 1h t CJ R ,t i IF APPLICABLE, REPAIR EXISTING i SIDEWALK IN THIS AREA PER SLC WZR i REQUIREMENTS, i 2" G.V. 1 EXISTING 18" WATER MAIN CONTRACTOR i TO RESTORE AREA IN KIND 13 LF OF 2" PE FM i i CONNECT TO EXISTING 8" FM I W/8"X2" TAPPING SLEEVE & 2" VALVE C SCALE : 1" = 10' SEAGRAPE 7 PROPOSED MAILBOX <ri PER FDOT INDEX 532 SEE DETAILS ON SHEET C6 Al- ul t4 L �10 i t ti 1 i 1 UTILITY 2 x 5/8" REDUCER -� 28 LF 2' PE WS WAR W.tR/ WTR�i CONTRACTOR TO RESTORE AREA IN KING 55 LF 2" HDPE FM DIRECTIONAL BORE (SEE DETAIL, THIS SHEET) --.---.-CURVE TABLE .�..�.,........._...__ _.�... CHORD �i, .� ,y CURVE L.E,N{'iE° RADIUS __........_C)El.._....._._.... _ 1S„Afi,E ;3 IIOR.. {1 1591 291493 `�01d8'46" N151508 W_ 15�91. CL 2.78 2864.93 00'03'20"- N15,22'51"W __. 2.78 SEAGRAPE S89'19'29' W `` 11 W tR "• 'Jig SAMPLE POINT 2" G.V. Cs` 2" G.V. `PROPERTY LINE R/W LINE STATE ROAD A-1-A (100' R/W) R/W LINE 24'f EXISTING PAVEMENT (46'f) 30'± 13' - ' EXISTING 8" FORCE 3 1 I MAIN, CONTRACTOR e TO FIELD LOCATE PRIOR TO COMMENCING I CONSTRUCTION EXISTING EXISTING GROUND GROUND t: _._.�..__..._..__.....__.._...__.�._._._. _._ �...__.... �Il, ,pit, ....lt.�ib._tiSlfi...iSl{k`Etl.........S.tAlt........ 1kElf..ikl€1......--��.L113.r 1 eklaG _.........1.I1:.........._x ..._.........__...—....�__...._....._..._.�..._.......�....._.... 1.r.%I.(.,......1.Ila......z),Ilztit.!_........akElc....: > z > > 2" �p z G.V. l � OU M C) � I TO LIFT STATION REVERSE TAP 55 LF 2" PE DIRECTIONAL BORE 28 LF 2" PE FM 72 HOURS BEFORE DIGGING CONNECT TO EXISTING 8" FM CALL TOLL FREE W/8"X2" TAPPING SLEEVE ` I DETAILS i 1 & 2" VALVE AA I - HOR. SCALE: 1"=10' VER. SCALE: 1" 5' KNOW WHAT'S BELOW NOTE: SUNSHINE811.COM DIRECTIONAL BORE FOR WATER LINE WILL UTILIZE SAME DETAIL BUT WILL NOT REQUIRE A REVERSE TAP TO CONNECT TO THE EXISTING WATERMAIN. 55 ST. I UCIE COUNTY PROPERTY VACANT (NOT INCLUDED) EXISTING BUILDING (UNDER CONSTRUC-I10N) 31 LF 3/4" WATER SERVICE LIFT STATION ELECTRICAL PANEL TO BE CONNECTED TO HOUSE WALL 2 LF 4" PVC SAN. CANTILEVER LATERAL ® 2.0% (AC PAD) S89'19'29"W 17 LF 4" PVC SAN LATERAL 0 2.0% 4'0 PRIVATE FIBERGLASS LIFT STATION & VALVE VAULT 15 LF 2" PE FM TOP EL.= 12.50 INV. EL.= '10.75 CANTIL(VER (AC PAD) SEAGRAPE `4" SAN CLEANOUT TOP EL.= 12.50 INV. EL.= 11.30 SEAWARD AT ATLANTIC VIEW CONDOMINIUM (NO'f IN Lu FDEP SEPARATION CRITERIA: (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE j FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. � (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PREASSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610,F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. a - N , uo Co � (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND nn M DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2),F.S., AND RULE 64E-6.002, F.A.C. Ln (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, O o AND RECLAIMED WATER PIPELINES. am- d N N _� (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUMS -TYPE SANITARY II SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 I _ r CD m w m 5 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY � C� (n < Q z THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, W WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF W THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE z5 W TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. CROSSINGS DESCRIBED IN PARAGRAPHS AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE 4 ,�, :E < (C) AT THE UTILITY (A) o� CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER © L] U L] PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL THE WATER MAIN JOINTS ARE ATLn LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR ® o PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM 0 (1-)ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED 0) 1 1 WATER NOT REGULATED UNDER PART N OF CHAPTER 62-610, F.A.C. W N Co r- ,' n � LIJ m O N d (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES (o O (v) �N (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. _1 � (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO U) M r- (Q v� CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS WASTEWATER OR STORM WATER FORCE MAINS RECLAIMED �: () ' ' r WATER PIPELINES AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS C) Q N N I SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, _jLi- _j OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C; AT LEAST THREE FEET, AND PREFERABLY TEN h� FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR `' ``' Li L PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED 'ON Lo ® z {� CK m UNDER PART 111 OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED -SITE SEWAGE TREATMENT AND m LL U- DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. m a i LEGEND EXISTING CONCRETE SIDEWALK PROPOSED PAVER BLOCK DRIVEWAY (BY OTHERS) EXISTING ELEVATION - ... ---......... -........ 'OE ................... ---- EXISTING OVERHEAD ELECTRIC -_-- FM ---------- EXISTING SANITARY FORCE MAIN WTR PROPOSED POTABLE WATER SERVICE FM PROPOSED 2" SEWER FM 0 LL n d W Lo 0 U) 5 4 r �f N ON - B_0VILES E. 55„13 r2016 °I r xi�S(EET C2 OF 13-340 i i ' 1 E CELL SOUTH 1 �t UNDERGROUND � Ct.1RVE TABLE CABLE INDICATOR Cf{OR[> CURVE LENGTH RADIUS DELTA BEARING Cf-IORD S1, LUCIE:� COUNTY PROPI".-R I Y l _ ............._.. ___ _. _._...._..__._... __....._. 1 T, Cl 15.91 2914.93 00'18'46" N 15'1.`a'08,, W 15.91 VAC,AN 1' C? 2.78 2864.93 00°03'20" N15'22'51"W 2e78 (NOT INCLUDED) t SEAGRAPE b4" S89'19'29"W -- - -- �--- __ F NORTH PROPERTY LLN�_a. .. s , �, ram.•-.-•-� NOV mm t SEAGRAPE _ _- t m BENCH MARK t.) SET PK/NAIL d DISC #5102 ' 12.76' NAVD 88 N=11613,50.671 k 4 E=722508.383 4. ,cs . •'., G C� SCALE: 1" = 10' LEGEND .............................................. :...................:.. EXISTING CONCRETE SIDEWALK PROPOSED PAVER DRIVEWAY (BY OTHERS) 12.50 PROPOSED ELEVATION 1,�,J� EXISTING ELEVATION ......................---OE'---------'-' EXISTING OVERHEAD ELECTRIC 72 HOURS BEFORE DIGGING CALL TOLL FREE 411- KNOW WHAT'S BELOW SUNSHINE8 11. COM EXISTING BUII.J)ING (UNDER CONSTRUCTION) F.F.E.= 14.84 LIFT STATION AND VALVE VAULT. SEE SHEET C2 FOR DETAILS SEAWARD AT ATLANTIC VIEW CONDOMINIUM (NOT INCLUDED) GRAPHIC SCALE STATE ROAD A-1-A (100' R/W) • ,' • _ _ EXISTING PAVEMENT PROPOSED PAVER DRIVEWAY 13'f 13f PROPOSED 14 MATCH EXISTING PAVERS 12.58f-(BY OTHERS) 12.30 12.00 EXISTING GROUND SECTIOIN' A —A N.T.S. Im TECHNICAL SPECIFICATIONS MATERIALS A.) DRAINAGE PIPING: 1.) MINIMUM SIZED PIPING SHALL BE 15" OR EQUIVALENT ELLIPTICAL SIZE AND 18" MINIMUM ON COLLECTOR ROADS, UNLESS OTHERWISE NOTED. 2.) ALL STORM PIPING SHALL MEET MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH MANUFACTURER TO ENSURE PROPOSED PIPING DOES NOT REQUIRE ADDITIONAL INSTALLATION MATERIALS, INCLUDING BUT NOT LIMITED TO, STRAPPING, ANCHORING, BUOYANCY, ETC. 3.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 4.) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE DETERMINED NECESSARY. 5.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE EROSION CONTROL MEASURES UNLESS OTHERWISE NOTED. B.) DRAINAGE STRUCTURES: 1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 2.) ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST REINFORCED TYPE PURSUANT TO FDOT DESIGN STANDARDS, LATEST EDITION, UNLESS OTHERWISE APPROVED. 3.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH. 4.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY AND IS THE RESPONSIBILITY OF THE CONTRACTOR. C.) OUTFALL SPECIFICATIONS: 1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES, WEEP HOLES AND DRAW DOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY AS REQUIRED. 2.) HARDWARE TO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS STEEL MATERIAL. 3.) CONTRACTOR TO COORDINATE WITH RESPECTIVE JURISDICTIONAL AGENCY FOR OUTFALL PIPE INTO JURISDICTIONAL CANAL, OR ANY OTHER WATER BODY, TO ENSURE PROPER CONSTRUCTION MEANS AND METHODS PROPOSED ARE ACCEPTABLE. IT IS RECOMMENDED THIS COORDINATION IS DONE PRIOR TO CONTRACTOR'S PRICING. D.) MANHOLE COVERS & GRATES: 1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, UNLESS OTHERWISE NOTED, AND BE FREE FROM CRACKS, HOLES OR COLD SHUTS. FRAMES AND COVERS SHALL CONFORM TO A MINIMUM STANDARD OF USF 1260 SERIES OR EQUIVALENT WITH COVERS STATING "STORM SEWER." 3,) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, UNLESS OTHERWISE NOTED, AND BE FREE FROM CRACKS, HOLES AND COLD SHUTS. FRAMES AND GRATES SHALL CONFORM TO A MINIMUM STANDARD OF USF 4160-6210 OR EQUIVALENT. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD DESIGN CRITERIA OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, LATEST ADDITION. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND HE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. GROUNDWATER GROUND WATER MAY BE ENCOUNTERED ON SITE. CONTRACTOR TO PLAN ACCORDINGLY. ECORD DRAWINGS THE CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. 5" UNREINFORCED CONCRETE (f'c=3000 p.s.i.) a d •d ° Q, G d d •O •Q Y 6" STABILIZED SUB -GRADE FBV OF 50 p. s. i. COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD MIX TO HOMOGENOUS MIXTURE. CONCRETE PAVEMENT SECTION NTS (ALTERNATE) SAW -CUT EXISTING ASPHALT EXISTING ASPHALT MATCH EXISTING GRADE AT SAW -CUT PROPOSED CONCRETE PAVEMENT STABILIZED SUBGRADE d Lo O O N O N O ri m > II W O �- (y 0 V) Q z W u Q m c d w ® G1 ® o oL0 CU '2 o LO I\ I I t ® CD N d- o co '� N .1 �LL�OD (o �l Lo I� _ _ 0 N N 1 I NWNN LL_ LL_ WT WT ®>< p- 00 LL Li- cl-- W wLLJ m a- J w z 0 W i CD 0 W Lo U J 3� , DATE: SHEET`' C3 OF 13-340 FINISHED GRADE DUCTILE IRON PRESSURE PIPE TIED DOWN WITH — 2-#6 REBAR & THRUST BLOCK. SEE G-3 FOR CONCRETEAMOUNTS NO JOINTS BETWEEN FITTINGS FITTING TYPE ,.— CONFLICT PIPE JOINTS (TYP.) 22 1/2" (PREFERRED) OR 45" ELBOWS SEE NOTE # 4 FOR ACCEPTABLE DEFLECTION SLOPE UP TO MIN. COVER _ z I BELL CLAMPS {TYP.} 2 JOINTS EACH SIDE D.I.P. D.I.P. OF CONFLICT GENTERA FULL LENGTH OF PIPE AT POINT OF CROSSING 1✓crL.cv a IVIV a � ram. NOTES: 1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS CONFLICT PIPE WITH 6" VERTICAL SEPARATION AND MAINTAIN 30" COVER TO FINISHED GRADE. 2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDSAND THRUST BLOCKS. w 3. THE DEFLECTION TYPE CROSSING IS PREFERRED. 4. DO NOT EXCEED 75°% OF MANUFACTURER'S RECOMMENDED MAXIMUM JOINT DEFLECTION. a �J�,1E COGS ST. LUCIE COUNTY m WATER & WASTEWATER PRESSURE PIPE CONFLICT DETAIL •��OR1Dp " CONSTRUCTION STANDARDS DMWING NUMBER: G-5 i 1 1/2" CURB STOP BOX/NIPPLE (MEULLER H-10302189980 OR APPROVED EQUAL) 2'x 2'x 6" THICK CONCRETE PAD WITH 144 REBAR AT EACH SIDE OF VALVE BOX 24"x24"x6" THICK CONCRETE COLLAR #4 REBAR FINISH GRADE 1 1/2" CURB STOP BOXMIPPLE 118" DEEP LETTERS TO BE CAST 4' `WITH 3" DIA BRONZE DISC SIZE OF VALVE TYPE OF VALVE WATER —"SERVICE WA20 R —DIRECTION & NUMBER OF - TURNS TO OPEN 3" DIA BRONZE DISC ANCH, IN GONG, PAD + 4" 4' CONCRETE VALVE COLLAR "WATER TO BE CAST IN COVER WHEN USED ON WATER MAIN, OR "SEWER" WHEN USED ON FORCE MAIN, OR "REUSE" ON RECLAIMED MAIN AND SHALL HAVE BOLT DOWN COVER IN TRAFFIC AREA. MOUNT BRONZE DISC. WITH VALVE NOMENCLATURE MATCH EXISTING SURFACE ROAD MATERIAL CAST IRON VALVE BOX LOCATOR WIRE GATE VALVE (AS SPECIFIED) P.V.C. OR D.I.P. PER _n F-L _n r-L, APPROVED PLANS —I — ° SQUARE CONCRETE PAD, (8" THICK,1 CU. FT.)TYR NOTES: a 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42%A HIGH STRENGTH STEEL EXTENSION WILL o BE REQUIRED TO BRING OPERATING NUT 12" BELOW FINISHED GRADE, A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. w 2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED MAINS. BOLT DOWN COVER IN TRAFFIC AREA. 3. C900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 4. REFLECTIVE PAVEMENT MARKERS(RPM) SHALL BE 0" FROM THE EDGE OF PAVEMENT AS PER DOT INSTALLATION SPECIFICATIONS. WATER RPM'S "BLUE", SEWER RPM-S "GREEN" AND RECLAIMED WATER RPM'S "PURPLE". GCE CO ST. LUCIE COUNTY VALVE SETTING DETAIL - WATER & WASTEWATER (GATE VALVE) �R`Dp CONSTRUCTION STANDARDS DRAWING NUMBER: G-6 JL�C COG d ,F�OR10P'• TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN BOLT, THEN STRIP 3" MIN., WRAP ONCE AROUND BOLT, 1 TWIST, 2 WRAPS. "DO NOT CUT WIRE" TIGHTEN BOLT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. DETAIL OF THREE (3) WIRE SPLICE CUTAWAY DETAIL OF A TWO (2)_WIRE SPLICE FINISH GRADE PUT WIRE UNDER BOLT (SEE DETAILABOVE) CONTINUOUS #10 THWN MULTI STRAND — TRACE WIRE HALF HITCH HALF HITCH ON y BEHIND EACH EACH SIDE OF BELL ALL VALVES FINISH GRADE F'P \ METER BOX #10 THWN MULTI STRAND - CONDUCTORCOPPER TRACE WIRE BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH ATALL SERVICE TAPS & EACH END OF ALL FITTINGS NOTES: 1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY S.L.C.U.AND THE ENGINEER, AND SHOWN IN STANDARD DETAILS. 2. INCLUDEALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OFALL TRACE WIRE. ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS WIATFRIAI C ITEM ..............-...............................................__ 1 QUANT. 1 DESCRIPTION ........................... ...-............................. ............................... ............. _..... ) 2" BACKFLOW PREVENTER 2 3 2" X 4" NIPPLES 2A 1 2" X NOM. NIPPLE i 3 1 2" COUPLING - COMPRESSION 4 2 2" X 90° ELBOW 5 _ 4 -� 2" X 6" NIPPLES 6 4 2" GATE VALVE (BRONZE) _ 7 PEA GRAVEL FILTER FABRIC _8 9 _ _ _ FINISHED GRADE 10 1 2" WYE STRAINER NOTES: 1. INSTALLATION SHOWN ABOVE IS FOR A2" SERVICE. CHANGE PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE. 2. CUT ENDS OF ITEM 2A IN THE FIELD. 3. TEST COCK ON VALVE FOR DOUBLE CHECK. 4. USE COPPER, BRASS OR STAINLESS STEEL FOR FITTINGS AND PIPE MATERIAL. ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS TRACE WIRE DETAIL DMWIRG NUMBER: DOUBLE CHECK OR REDUCED PRESSURE BACKFLOW PREVENTER SINGLE SERVICE 3/4" TO 2" DRAWING NUMBER: W-9 CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK3/3".T/8" SIZING. UNSUITABLE IWSITU MATERIALS SUCH AS MUCKDEBRIS AND LARGER ROCK SHALL BE REMOVED_ 2 THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. } 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKALL SHALL BE DONE WITH APPROVED MATERIAL,'CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED g BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO f 100% MAXIMUM DENSITYAS DETERMINED BYAASHTO T-99. S. BACKFILLTO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 1009A MAXIMUM I DENSITY AS DETERMINEDBYAASHTO TA9. ° 3 { 6, A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE _ REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS { AND COMPACTED TO 98°% MAXIMUM DENSITYAS DETERMINED BY AASHTO T-180. -- S. WHERE 'NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED W 6 INCH LAYERS TO I A90°% MAXIMUM DENSITYASDETERMINED BYAASHTOT-180. j 7. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY REGULATIONS Ia K COG ST. LUCIE COUNTY ` ��L�E TRENCH DETAIL WATER & WASTEWATER TYPICAL I � I CONSTRUCTION STANDARDS DfiAWM NUMBER F........ G-1 0 . .n ,.., �jl 'Dl 1, In O O O N N v r-) I— (n I m m > F-: m CD V) Q Oz z 0 W Im cf) w a w I a c, ® n III ( In O Lf)w n 00 m C) t" N c� J®C� ^N LL h 6i M I� vJ �ILo 0 �� ^^ C)< N N I I M N N I I LLL_ w w X cLLJ CO w J V) Q � U O e� U Q N_ z �w �w Lu Lu >z cn w w0 0O J m Q O- O O " 0 LL LL. I 9 z LL 5 0 LLI hs zit f F ON" OWL r5 .3 .3IS DATE �X!l i4. GENERAL NOTES i 1. The location and construction of mailboxes shall conform to the rules and 5. Mailboxes shall be located on the right-hand side of the roadway in the 9. Wood and steel support posts for both single and double mailbox regulations of the United States Postal Service as modified by this design direction of the delivery route, except on one-way roads and streets where they mountings shall be embedded no more than 24" Into the ground. standard. may be placed on the left-hand side. 2. Mailboxes will t 1 no be permitted on Interstate highways, freeways, orother Mailboxes on rural highways shall be set with the roadside face of the box Concrete, block, brick, stone or.' other Ngld foundation structure or encasement, either above or below the shoqider groundline, will not be permitted for highways where prohibited by law or regulation. offset from the edge of the traveled way a minimum distance of the greater of mailboxes On rural highways. O,n urban roads and streets where leallbox 3. The contractor shall give the Postmaster of the delivery route(s) written notice the following: support posts are set within rigid pavement back of curb, the support posts of project construction 7 days prior to the beginning of work, with Saturdays, a. Shoulder width plus 8" to 12'• shall be separated from the pavement by a minimum of 1" of expansion material. Sundays and Holidays excluded. b. 10' for ADT over 10,000 vpd. Support posts shall not be fitted nor installed with surface mount base The Contractor shall furnish and instal) one mailbox in accordance with this B' for ADT 100 to 10,000 vpd. plates. design standard at each mail patron delivery location and maintain the box 6' for under 100 vpd 10. At driveway entrances mailboxes shall be placed on the far side of the throughout the contract period. The Contractor shall apply box numbers to 2-6" ,ADTof law speed and ADT under 100 vpd, driveway In the direction of the delivery route. each patron box in accordance with identification specifications of the Domestics Mail Manual of the U. S. Postal Service; where local street names When a mailbox is installed within the limits of guardrail it should be placed At intersecting roads mailboxef shall be located Zoo or more from the and house numbers are authorized by the Postmaster as a postal address, the behind the guardrail whenever practical. centerline of the intersecting 'road on the far side in the direction of the Contractor shall inscribe the house number on the box; if the box is located delivery route, with the distance increased to 200' when the route volume on a different street from the patrons residence, the Contractor shall Inscribe Mailboxes on curbed hlgilways, roads and streets shall be set with the face of exceeds 400 vehicles per day.' - the street name and house number on the box. the box between 6" and 17 back of the face of curb. If the sidewalk abuts the curb or If an unusual condition exists which makes it difficult or Impractical to 11. Wood support posts shall be li) conformance with the material and dimensional The Contractor h in a or shall coordinate removal of the patrons existing mailboxes. install or serve boxes of the curb, the Contractor with concurrence of the local requirements of Section 952 and the treatment requirements of Section 955 of Immediately after installing the new mailboxes the Contractor mast notify each postal authority may be permitted to install all mailboxes at the back edge. of the Standard Specifications, ' "Mall Delivery Patron" by Certified Mall that removal of the existing mailboxes the sidewalk, where they can be served by the carrier from the sidewalk. must be accomplished In 21 days after receipt of notices. Patrons shall have Steel support posts shall have an external finish equal to or better than two the option of removing their existing mailboxes or leaving the mailboxes in 6. Mailboxes shall be set With the bottom of the box between 42" and 46" above the coats of weather resistant, air dried or baked, paint or enamel. Surface(s) place for removal by the Contractor; removal by the Contractor shall be mail stop surface, unless the U.S. Postal Service establishes other height shall be cleaned of all loose s'caie prior to finishing. The Postal Service Included in the contract unit price for Mailbox, Each. The Contractor shall restrictions. prefers that posts be painted white, but other colors may be used when 9 dispose of mailboxes and supports in areas provided by him. approved by the Engineer, Wh n galvanized posts are used painting Is not 7. No more than two mailboxes may be mounted on a support structure unless the required. 1 g Reuse of existing mailboxes by the contractor will not be a requirement under support structure and mailbox arrangements have been shown to be safe by - 9 any construction project;, however where an existing mailbox meets the design ' _ crash testing in accordance with NCHRP Report 350. Mounting brackets, plates, plaforms, shelfs and accessory hardware sisrface requirements t t of hrs standard and )s structural! a functionally and sound, the finishes are to be suited to a.rpport post finish, e Contractor at his option may elect to reuse the existing mailtiox in lieu of mailbox I Neighborhood Delivery and Collection Box Units (NDCBU) are a specialized constructing a new mailbox. Any use of existing mailboxes must be approved by multiple mailbox installation that must be located outside the highway and street 12. Mailboxes shall be paid for under the contract unit price for Mailboxes, Each. the Engineer. clear zones. The location of NDCBUS is the sole responsibility of the Payment shall be full compensation for boxes, posts and accessory items Postmaster for the delivery route under consideration. essential for installation in accordance with this standard; erection; 4. Mailboxes shall be light sheet metal or plastic construction, in traditional style adjustments to suit construction needs; and, for identification letters and only, and only In Size 1 as prescribed by the Domestic Mail Manual of the U. S. B. Lightweight newspaper receptacles may be mounted below the mailbox on the numbers. yPostal Service (DAM). side of the support post in conformance with the USPS Domestic Mail Manual. The mail patron shall be responsible for newspaper receptacle installation and Payment shall be limited to once mailbox per patron address whether the Mailbox production standards, lists of approved manufacturers and suppliers maintenance. mailbox Is new, reused, salvaged, reset or relocated. Payment shall be per of mailboxes, design approval and guidance may be obtained by writing to the mailbox regardless of the number of mailboxes per support or grouping Aural Delivery Division, Delivery Service Department, Operations Group, USPS arrangement. Headquarters, Washington, DC 20260. The above compensation shall!Include any work and cost incurred by the contractor for removal and disposal of existing mailboxes. There shall be no payment pa(ttclpatlon for NDCBU furnishing, assembly, Installation, resetting or refogatlon. LASTo DESCRIPTION: - AEV1510Nv^, FDOT 2014 INDEX SHEET 07/01/07 � bESIGN STANDARDS MAILBOXES I NO. NO. 53 1Of 3 I #8-32 x s/;' Slotted Rd. Hd. Bolt #8-32 x " Slotted Rd. Hd. Bolt (Stave Bolt) 2 Washers, (Stove Bolt) 2 Washers, i Lockwasher, 7 Nut (10 Regd.) I Lockwasher, 1 Nut (10 Regd.) ov Platform v tv u w _ Ground viz - - - - ---- - - - - o c Line Platform - Adapter Plate F Platform Platform did-16 x Ye Hex Bolt, Bracket 2 L6. per foot 1 Washers, !Lockwasher, Bracket m X 8 %s"-]8 x 1)a" Hex Bolt Flanged Channel I Nut (4 Red ;'-18 x 2y" Hex Solt, ry o 3V'-18 x 2y" Hex Bolt, q ) Bracket 2 Washers, I Lockwasher, See General Notes 2 Lb. Per Faot 2 Washers, I Lockwasher, 2 Washers, 1 Lockwasher, 1 Nut (3 Re d 1 Nut, 7 Spacer (72 RegdJ f of Flntsh Aequlrements flan ed 1 Nut (3 Regd.) 9 Channel q •) !, See General Notes ( lh (Mind For Finish Requirements �- r FRONT VIEW SiDE VIEW PRONT VIEW SiDE VIEW ELEVATION SINGLE OR COMBINED WOOD, FLANGED CHANNEL FLANGED CHANNEL FLANGED CHANNEL OR PIPE POST TYPES SHOWN ON THIS INDEX POST SPACING 9" 4tnz" 4w" I Y' Q 1114" N/;' 1 I"x3" Slots (4 Regd.) %"xi-V' Slots (4 Regd.) I II -+ !! ry - c CT- � �-I- -- - -- N ! � I h y"fi' 4" 2%` 2e1„ 4„ •....� q 2W 23 %X IVP END VIEW TOP VIEW END VIEW No(e: See General Notes for finish requirements. BOTTOM ViEW STEEL ADAPTER PLATE -k6' x I%a" Slots 1%" Id4" 1144" (70 RegdJ SIDE VIEW 3k" Diameter 1V For Platforms (3 Holes) For Brackets STEEL PLATFORM FRONT ViEW END VIEW Nominal Sb" Sid. Wt. Pipe i �. STEEL SPACER H TOP ViEW STEEL BRACKET a STEEL FLANGED CHANNEL SUPPORT POSTS S LAST Izi DESCRtPT10 N: REVISION 0 ^y FDOT 2014 INDEX SHEET 07/01/00 DESIGN STANDARDS � MAILBOXES NO. NO.532 2 of 3 #8-32 x W Slotted Rd. Hd. Bolt (Stove Bolt), 2 Washers, #8-32 x 9q' Slotted Rd. lid. Bolt I I Lockwasher, t Nut (6 Regd.) (Stove Bolt), 2 Washers, 1 Lockwasher, 1 Nut (6 Regd.) of v wv� _ Platform I ° I -- Shelf I Platform • ]§"-16 x" Hex Balt, Bracket I I ° Y6"-]6 x 3" Hex Bolt, a u 2 Washers, ,Lockwasher, (Flange To Inside) 2 Washers, 1 Lockwasher, Bracket n I Nut (12 Regd.) I Nut (2 Regd.) I (Flange To Inside) m m Anti -Twist Plate Muffler Clamp (2 Regd.) 4d'-76 x 4S4' Hex Bolt, %16 x 4W Hex Bolt, 8'ih (MInJ 444h (MInJ 2 Washers, 1 Lockwasher, 2 Washers, 1 Lockwasher, -I Nut (2 Reqd.) 1 Nut(2 RegdJ SINGLE OR COMBINED WOOD, FLANGED CHANNEL �•- Nominal 40 r Res star Steel Pepe OR PIPE POST TYPES SHOWN ON THIS INDEX Schedule 4D 0r Resistance Welded, I VIEW ASTM A569 & A669, Mln, 50,000 psi FRONT VIEW SIDEELEVATION Yield Strength. See General Notes 4" X 4" WOOD POST POST SPACING FRONT VIEW SiDE VIEW For Finish Requirements. 2" 0 PIPE POST ]5" 1 7w, I Ike' r/6"x IW Slots (4 Regd.) A'x IV4" Sl Its (4 Regd.) 1"i 4'¢ 4F` I 2i4" 2�;' hd'x1Yz" slats l (4 RegdJ, Vi"RDIa. %a' D)a, (B Regd.) 3" ?%" 1 �" 1 2%;' 3" 2y. 2 Slots (4 Regal.)(4 Regd.) a g TOP VIEW END VIEW BOTTOM VIEW END VIEW SiDE ViEW END VIEW 7 STEEL SHELF STEEL BRACKET 4" 4" 9 3'/z" '/i'x%z" Slats .� - %6" Dia. (4 Regd.) - I-+-� SIDE ViEW ® - I _ „ Nominal 2)e" STEEL PLATFORM t Muffler Clamp Ind' FRONT VIEW END VIEW TOP VIEW STEEL ANTI -TWIST PLATE STEEL CLAMP STEEL PIPE AND WOOD SUPPORT POSTS Note: see Genera] Notes for finish requirements LAST 0 DESCRIPTION: REVISION h FDOT 2014 INDEX SHEET MAILBOXESNO. NO. 07/01/'0 � DESIGN STANDARDS 532 3 Of 3 FIBERMESH CONCRETE SLOPE 1/4" PER FT 4" COMPACT SUBGRADE 6"X6" 10/10 WIRE MESH OR FIBERMESH CONCRETE SCOPE I/4" PER FT.. 4 COMPACT SUBGRADE VVAY SI I t GENERAL CONSTRUCTION NOTESg 1. CONCRETE STRENGTH TO BE 2,500 P"S.I. AT 28 DAYS" 2" TOOLED DUMMY CONTRACTION JOINTS EVERY 5' (TYPE 'B' JOINTS) OR MATCH EXISTING. 3. EXPANSION JOINTS W/PREMOL.DED FILLER AT 100' O/C (TYPE 'C' JOINTS) 4" SUBBASE TO BE 50 F.B.V, 98% DENSITY PER ASTM D-1557" 5" WHERE APPLICABLE, THE LOCAL MUNICIPALITY SIDEWALK DETAIL WILL GOVERN" 1/4" PREMOLDED__�, 1/2" PREMOLDEDD�, EXPANSION JOINT EXPANSION JOINT TYPE B' Tv PF. TYPE 'A' AT P.C. P.T. OF CbRVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS TYPE 'B' 5'-0" CENTER TO CENTER ON NEW SIDEWALKS TYPE 'C' WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAY AND SIMILAR STRUCTURES �JL�E O ST. LUCIE COUNTY SIDEWALK DETAILS e5 WATER & WASTEWATER 0R10P } CONSTRUCTION STANI:)ARDS ORHId f NG NIJIIBER+ 2" .12" DIA. 00 STEEL WIRE ` STAPLE DETAIL EXTRA STRENGTH FILTER STEEL OR FABRIC NEEDED WITHOUT WOOD POST WIRE MESH SUPPORT ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE Fri NOTES: OF POST 1, SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE ,.• PONDING EFFICIENCY. . A. ... :... 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT : ' ;;`,:`;:.':•;, `;'-' ". '"' WHEN NECESSARY. 9" "`'';.:;::::::.:' :.°' :' ' 10' MAX1%..M SPACING WITH MAXIMUM RECOMMENDED WIRE SUPPORT FENCE, 6' STORAGE HEIGHT. MAXIMUM SPACING WITHOUT L WIRE SUPPORT FENCE 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA PONDING HEIGHT THAT WILL NOT CONTRIBUTE Ld SEDIMENT OFF -SITE AND STEEL OR WOOD POST - CAN BE PERMANENTLY 36" HIGH MAX. _ o0 _ STABILIZED. 0' (n PONDING HEIGHT 00 r) FLOW _ MIN. DRAIN ROCK INSTALLATION WITHOUT TRENCHING 4"x6" TRENCH WITH COMPACTED BACKFILL FLOW TRENCH DETAIL TYPE IV SILT FENCE-N.T.S. EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before up -slope land disturbance takes place. P P 2. All sedim ent control n rot measu res are o t be adjusted to meet constructed r' m t field conditions at the time of construction and be prior to any grading or disturbance of existing surface material on balance of site, Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stock piles shall be stabilized, covered or contained with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. P Y 6. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 7.. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary permanent q P Y or channel, flume, slope drain structure or approved control. 8. Sediment will be prevented from entering any storm waters stem, ditch or channel. All storm water Y at r inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The developer, owner and/or contractor shall be continually responsible for all sediment controls. Sediment control measures shall be in working condition at the end of each working day, 11. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed, from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion at all times during construction. 14. Erosion control design and construction shall follow the requirements in index numbers 101, 102 cnd 103 of F.D.O.T. Roadway and Traffic Design Standards and county permits. 15. Contractor is responsible for all surface water discharges, rainfall run off or dewatering activities. 16. Contractor must incorporate all BMP's necessary to meet or exceed state water quality and SWPPP requirements. 17. The Pollution Prevention Plan is a minimum guideline only. Additional BMP's may be necessary at contractor's expense, 18. NOI to be posted on site. 19. Dewatering activities: A - Discharge must not exceed state water quality standards. B - Contractor must have a transferable SJRWMD Consumptive Use Permit known as a "Noticed General Permit For Short Term Construction De -Watering C - No hydraulic pumps may be used for dewatering unless approved by the water management district for that area. D - No turbid discharge. Turbidity ; eadings are required once a week and must be reported to the project engineer. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2% OR GREATER ROADWAY FILTER FABRIC SECTION A -A STRAW BALES, SANDBAGS OR SUPPLY WATER TO SPILLWAY CONTINUOUS BERM OF WASH WHEELS IF ! EQUIVALENT HEIGHT. NECESSARY.-7 1 „r- Ih" _ 1 FLOW / / PLAN FLOW NOTE: USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. QII�INIMI�I�I�I� Lr) 0 o 0 d- N of F__ m vwi Q Z Z 0 W W U J m 0 W[C d W M Q d © U (� 10 1 co O Ln L (� Ln O Wr�� �' ry�y V 4.! T f') Ca {D N Lo N CD<\ V N I I N � 1 NN LLJ w �01XLLJ �� C UJ m �, J W ®LAJ 00 Q� U O B° Q U C)f0 Z N W Ld LU >Z �w Ld J O� J m Q v� 00 U C� CL 0 LL 9_ J 0 0 ggnnxx,, L m W rtd i /t a 1 P'Aar/ T C 6 OF 7 13-340 SPECIFICATIONS FOR 5UBMFR2BLE GRINDER LIFT STATION PART 1 GENERAL 1.01 WORK INCLUDED 1. The work included under this Section consists of furnishing submersible grinder pumps, motors, controls and related equipment for the pump station as shown on the drawings and specified herein. The station shall be fully tested, complete, and in operating condition. 1.02 QUALITY ASSURANCE 1. Unit Integrity: The pumps, motors, control panel, access cover, and guide rail assemblies shall be supplied by the pump supplier to insure unit integrity. 2. Pump Tests: The pump supplier shall perform the following tests on each pump before shipment from the supplier: a. Megger the pump for insulation breaks or moisture. as. Check all 0-ring mating b. Internally pressurize the motor housing to 5 psi with a halogeng g g surfaces for gas leaks with a halogen gas detector. C' PVerify voltage setting matches order requirements. uirements. d.ump shall be run dry to verify rotation, phase balance, and dynamic balance. e. A written certified test report giving the above information shall be supplied with each pump at the time of shipment. f. Each pump cable end shall be fitted with a rubber shrink fit boot to protect cable ends. 3. Guaranteed Parts Stocking Program: The pump supplier shall have a guaranteed parts stocking program in the State of Florida. These parts shall include at least one set of spare parts as listed below for each pump supplied on this contract. If the pump supplier does not meet this requirement for a guaranteed stock program, the contractor shall furnish the following spare parts for each pump. Upper Lip Seal Inspection Plug Washers Lower Mechanical Seal Impeller Bolt Cutters Impeller Key Motor Cable Upper Bearing ladle Entry Washer/Grommet Lower Bearing Complete Set of 0-Rings 4. The pump supplier shall have a factory authorized service facility within a __ mile radius of capable of in shop motor rewinds. No part of a pump being repaired shall leave the state of Florida for repair. 1.03 SUBMITTALS 1. Copies of all materials required to establish compliance with the Specifications set forth here shall be submitted to the Engineer. Submittals shall include at least the following: a. Equipment dimension drawings, anchor bolt layouts, and weights b. Technical data on the pump and motor materials of construction c. Motor electrical data d. Hydraulic performance curves e. Complete bills of materials f. Control panel layout drawings, schematics, and bills of materials 2. Any equipment that does not conform with all of the detailed requirements of the specifications, shall be accompanied by complete descriptions of deviations and all nonconforming aspects. Failure to describe any and all deviations from the specifications will be cause for rejection. 3. Operating and maintenance manuals shall be furnished in quantities as required by the City/County. Manuals shall include all necessry information to instruct operating and maintenance personnel unfamiliar with such equipment. 1.04 WARRANTY Warranty. The pump manufacturer shall warrant the pumps being supplied against defects in workmanship and materials for a period of one (1) year under normal use, operation and service. The manufacturer shall replace any parts, which fail under normal use as a result of factory manufacturing defects for a period of one year. The warranty shall be in published form and apply to all similar units. PART 2. PRODUCTS 2.01 MATERIALS All metal components in the lift station, with the exception of the pumps, motors, guide rail bases, and station piping, shall be type 304 stainless steel. GRINDER PUMP STATION EQUIPMENT 2.02 PUMPS 1. The Contractor shall furnish and install electric motor driven totally submersible grinder pumps as manufactured by ABS PUMPS INC., ORANGE CITY, FLA. or preapproved equal. 2. Pump Design: a. Pumps shall be capable of handling raw, unscreened sewage. The grinder unit shall be capable of shearing and reducing to a fine slurry all material normally found in domestic and commercial sewage such as sanitary napkins, disposable diapers, cloth diapers, wash rags, wood, plastic, etc. The slurry shall be capable of freely passing through a 1 1/4" piping system including check and gate valves. b. The design shall be such that the pumps will be automatically connected to the discharge piping when lowered onto the discharge connection guided by one 2" did. SCH 40 304 stainless steel guide rail. Pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be removed for this purpose and no need for personnel to enter the wet well. Each r+.imp shall be fitted with a 300 stainless steel lifting bail with an opening of at least eight inches in o'ametcr and a series 300 stainless steel lifting cable of adequate strength and length to permit raising the pump for inspection and removal. 3. Grinder Pump Construction: a. The stator casing, oil casing and impeller shall be of grey iron construction, with all parts coming into contact with sewage protected by PVC epoxy primer with a compatible epoxy finish coat. Ali 3xternal bolts and nuts shall be of 300 stainless steel. b. The pump shall be of the centrifugal type with the rotating cutter mounted on the pump shaft directly against the impeller. The stationary cutter shall be mounted in an adjustable bottom plate. Pie bottom plate shall be cast with grooves spiraling outward from the center opening of the plate to the outer diameter. The impeller shall be a multiple vane centrifugal type. The cutter material shall be similar to an AISI 440C stainless steel with the addition of cobalt, vanadium, and molybdenum for superior abrasion resistance and a hardness of 58-62 Rockwell C. c. The common pump and motor shaft shall be 420 stainless steel supported by a heavy duty lower single row ball bearing in 2 and 2.5 horsepower models only while 3 horsepower and above shall have a maxi -duty double row lower ball bearing. The upper bearing shall be a sealed single row ball bearing, all models. The cutting elements and Impeller shall be designed to keep the overhung load distance to a minimum. All fasteners shall be 304 stainless steel. d. Each pump shall be equipped with two seals. The lower seal (pump side) shall be of the mechanical type with silicon carbide faces. The upper seal shall be a lip type seal mounted at a slight angle to the shaft. The seals shall be separated by an oil chamber. e. The pump shall be fitted with an oil chamber in which the shaft mechanical seals operate. The chamber shall be fitted with a drain and inspection plug easily accessible from the outside of the pump. The chamber shall also be fitted with a probe extending from the bottom of the motor housing into the oil chamber. The probe shall detect the presence of water in the oil when connected to a resistive threshold relay installed in the control panel. The relay shall turn on a seal failure warning light on the inner door of the control panel when water is detected in the oil chamber as well as in the motor housing. This system will provide advance warning to an operator of potential seal failure before major damage occurs to the pump motor. f. The pump discharge shall be fitted with a guide bracket that shall be a separate casting fitted with a renewable Buna-N seat and bolted to the pump discharge. Machined guide rail mating faces integral to the pump discharge will not be considered equal to the bolt on bracket with renewable seat specified. Sealing of the guide bracket to the discharge base shall not require movement of the pump, hydraulic pressure, or machined faces. The cast iron discharge connection shall be bolted to the floor of the wet well and designed so as to receive the pump connecting flange without the need of any bolts or fasteners. 4. Pump Motor: a. Pump motors rated for 2 and 2.5 horsepower shall be NEMA design B housed in an oil filled casing. Pump motors 3 horsepower and larger shall be NEMA design B housed in an air filled casing. All motors shall have Class F insulated moisture resistant windings. The temperature at any point in the windings shall not exceed 155 C at any load on the operating curve of the pump. Bimetallic thermal switches shall be imbedded in each phase of the winding to sense high temperature. The rating of the switch shall be 120oC ± 5oC. The control current shall be connected through the bimetallic switches so the motor is shut down should a high temperature condition exist. The switches shall be self -resetting when the motor cools. b. Single phase motors shall be of the external capacitor start capacitor run type for high starting torque. Motors that have integral start capacitors inside the motor housing shall not be acceptable. c. Oil filled motors of 2 & 2.5 horsepower shall be enclosed in a type 316 stainless steel outer housing. Air filled motors 3 horsepower and above shall have cast iron housings equipped with external cooling fins. d. The pump/motor shaft shall be constructed of 420 stainless steel and shall be keyed to accept the impeller. The impeller shall be secured to the shaft by a stainless steel locking bolt or nut. Shafts that have tapered or threaded ends for securing the impeller will not be acceptable. e. Sealing of the power cable entrance into the terminal chamber shall be provided by a buna-n grommet in a compression fitting. Epoxy or other compounds used in the sealing of the power cable entry is unacceptable. The terminal chamber shall be isolated from the motor chamber by a watertight barrier. 5. Cable: Pump motor cable shall be of the SO/SOW type suitable for submersible pump applications with the t shall be sufficient to rea ch the control onel embossed on the cable. Cable length rating permanently emb P r 9 9 P Y without the need for junction boxes or splices. Cable sizing shall conform to NEC requirements for the full load current of the pump motor. The power cable from each pump shall be pulled to the control panel through a minimum of a 2" diameter conduit. All float switches shall be pulled through a separate 2" diameter conduit. 2.03 ACCESSORIES 1. Access Hatches: The wet well and valve vault shall be equipped with access hatches of the single or double leaf construction in the minimum sizes shown on the drawings. The pump manufacturer shall coordinate the wet well hatch size with the pumps being furnished while the valve vault cover shall be single leaf with a minimum of a 36"x 36" clear opening. The hatches shall be fabricated of aluminum diamond plate reinforced for a 300# load rating. The cover(s) shall be equipped with stainless steel hinges, stainless steel automatic hold open arms, and padlock hasps. Hatches shall be las manufactured by Halliday Products or Electric Specialty. 2. Float / Cable Hanger: A 300 series stainless steel cable holder with a minimum of six hooks of sufficient length and strength to provide support for each separate cable shall be furnished. The float/cable hanger shall be easily accessed from the hatch opening. 3. Float Switches: Float switches shall be U.L. listed non floating displacement type with sealed mercury switches In a chemical resistant polypropylene casing. Sufficient cable shall be provided to re* the control panel without the need for splices or junction boxes in addition to providing ample ccjble for height adjustments. Float switches shall be Roto-Floats as manufactured by Anchor S;ientiflc. 4. Fiberglass Basin. 2.04 CONTROL PANEL: A pump station control panel shall be provided for each pumping station. The Control panel shall respond to liquid level float switches to automatically start and stop the pump to compensate for variations in pump station influent flow as well as providing visual and audible alarms at high wetwell levels and visual alarms upon detection of moisture in the pump. Panel shall be' as manufactured by Electric Specialty or Stacon. The pump control panel shall be the standard system of the manufacturer as modified for this appll,.ation. The wetwell levels to be maintain in operation are as shown on the drawings. 1. OPERATION REQUIREMENTS: a. The control panel shall include a main circuit breaker, a motor circuit protector, and magnetic starter, for each pump motor, and 15 ampere, 120 volt circuit breakers as required for control circuits and duplex receptacle. b. All pump control operations shall be accomplished by a float type liquid level control system operating on a 110 volt circuit. All control components shall be mounted in on el common enclosure. c. Control switches of the H-O-A type shall provide means to operate each pump manually or automatically. When operated in the automatic mode, the control logic shall provide means to manually select or automatically alternate the position of the "lead" and "lag" pumps after each pumping cycle. d. Provisions for the connection of each pump's thermal overloads into a seri Is configuration with the holding coil of the appropriate pump starter shall be made. This circuit shall shut the pump down in the event of motor overtemperature. The circuit shall be automatically resetting. Appropriately marked terminals shall be provided for the connection of the pump thermal overload leads. 2. CONSTRUCTION: a. The electrical control equipment shoal be mounted within a NEMA Type 3R cead front enclosure, constructed of not less than 14 gauge Type 304 stainless steel. b. The enclosure shall be equipped with a rain drip shield on top and a dead 'front outer door fitted with a piano type hinge and a locking hasp. c. An aluminum inner door shall have cutouts to expose the operating handless of all breakers and shall incorporate the components necessary for an operator to check the statu,l of a pump. d. Control components shall be mounted on a removable back plate that is secured to the enclosure with collar studs. e. All control components shall be marked with legends for easy identificationJ f. Control wire shall be minimum 18 ga. AWG, U.L. #1015. All control wire shall be routed through plastic wlreways with snap on covers and be neatly bundled and tie wrapped to, form a neat assembly. Each wire shall be numbered both ends with Brady type wire markers. g. Each conduit entering the control panel from the wet well shall be fitted with a seal off connection as shown on the drawings. Each seal off shall be amply filled with 9 reusable and pliable electrical sealing compound to prevent 'me intrusion of sewer gas into the cont�ol panel. Chico or epoxy compounds will not be allowed. h. Laminated weatherproof wiring schematics of the panel circuits along with q component identification legend shall be fixed to the inside of the outer door. 3. COMPONENTS: a. All motor branch circuit breakers and motor starters shall be of highest in ustrial quality, and securely fastened to the removable back. panels with screws and washers. Back panel shall be tapped to accept all mounting screws Self -tapping screws shall not be used to mount any component. b. An open frame, across -the -line, NEMA rated, magnetic motor starter, as manufactured by Square D, shall be furnished for each pump motor. All motor starters shall be equipped to provide overload protection on all phases. Motor starter contacts shall be easily replaceable without removing the motor starter from its mounted position c. A duplex 15 AMP GFI utililty receptacle providing 120 volt 60 hertz, single phase power shall be mounted inside of the enclosure on the inner door. d. A receptacle to match county standards shall be provided for connection of the panel to emergency power. A separate main circuit breaker protecting the emergency power circuit shall be provided and shall be mechanically interlocked to the normal power main breaker to prevent both breakers to be in the "on" position at the some time. e. For alarm indication, A top mounted 'riashing light and horn shall be provided. An NEMA 4 silencing button shall be provided on the outside of the enclosure to silence the alarm horn only. In an alarm condition, the light will continue to flash independent of the horn. The alarm circuit shall automatically reset. f. A secondary lightning arrestor shall be provided. g. A plug-in type 0 - 30 second adjustable timer shall be provided on the I Ig pump to prevent both pumps from coming on simultaneously after a power failure or connection to emergency power. (optional) 4. OPERATING CONTROLS AND INSTRUMENTS a. All operating controls and instruments shall be securely mounted on the inner door. All controls and instruments shall be clearly labeled to indicate function. b. Pump mode selector switches shall be Hand -Off -Auto type to permit override of automatic level control and manual actuation or shutdown of either pump motor. Operation of pumps In manual mode shall not bypass any safety shutdown. Switches shall be manufactured by Square D Company, NEMA 4X, providing three switch positions, each of which shall be clearly labeled according to function. c. Pump run indicator lights shall be provided and equipped to operate at 120 volt input. Bulbs shall be easily replaceable from the front of the inner door without the need to remove lamp socket base from its mounted position. d. A six digit, nonresetable elapsed time meter shall be connected to each motor starter to indicate the total running time of each pump in "hours" and "tenth of hours". e. Control terminal blocks shall be of the screw clamp type, rated 600 volts and shall be clearly marked as to function. f. Phase monitors: 230 volt, 3 phase stations shall be equipped with an eight' pin base combination voltage and phase monitor as manufactured by Diversified Electronics. 480 volt,3 phase stations shall be equipped with a surface mount unit as manufactured by Diversified Electronics. g. One "Seal fail" indicating light per pump of the "Push to test" type, shall be installed on the inner door to provide indication of the presence of water in the pump. A plug;in threshold relay as manufactured by Syrelec model PNR110 shall be provided for each pump to mopitor the seal probe in the pump. PART 3 EXECUTION 3.01 INSTALLATION 1. Installation shall be by others in strict accordance with the CONTRACTOR'S +nstructions and recommendations In the locations shown on the Drawings. Anchor bolts shall be set by others in accordance with the manufacturer's recommendations. I 2. Upon completion of each station, the PUMP MANUFACTURER shall inspect the installation and submit a certificate stating that the installation of the equipment is satisfactory, and that the equipment Is ready for operation. 3.03 TESTING 1. After all pumps have been completely installed, the CONTRACTOR along with) the PUMP SUPPLIER shall conduct in the presence of the OWNER and the ENGINEER such tests as are necessary to indicate that the pump station conforms to the Specifications. Field tests shall include all pumps included under this Section. The CONTRACTOR shall supply all electric power, water or wastewater, labor, equipment and incidentals required to complete the field tests. 2. Prior to the final test, the CONTRACTOR shall flush all influent lines to the', station and then shall remove all debris and sediment that has accumulated in the station bottom. s that all items of these specifications have been met Final Acceptance Test shall demonstrate 3. The F p p by the equipment as installed and shall include, but not be limited to, the following tests: a. That the quick release lift out feature functions properly and allows the purrip to be raised and lowered properly. b. That all units have been properly installed and are in correct alignment. c. That the units operate without overheating or overloading any parts and without objectionable vibration. d. That there are no mechanical defects in any of the parts. e. That the pumps can deliver the specified pressure and quantity of raw, unscreened sewage. f. That the pump sensors and controls perform satisfactorily as to control sequence; fie, correct start and stop elevations, and proper alarm level functions. 4. If the pump performance does not meet the Specifications, corrective measures shall be taken or the purnps shall be removed and replaced with pumps which satisfy the conditipns specified. A 24-hour operating period of the pumps will be required before acceptance. If a pumping station can not be put into regular service because of the lack of wastewater or dischargel force mains, the station shall be "exercised" at a minimum of two times a month by the CONTRACTOR. HOF HORN SILEN( ALARM LIGHT WITH GUARD IR LE CIRCUIT BREAKER INTERLOCK o a o 0 OF 1'r- SEAL LEAK INDICATORS N ETMs las am waM ,cm l� PUMPS RUN LIGHTS E H❑As o�ama GFI RECEPT, NEUTRAL BLOCK GROUND LUG-] II -MI i rums r i ''" Iplpipl o C7 Q w w w > nEinl[]IGJ1�71 i�tP, c Uri � ■ QG■ 1!iJ I 1 eU1111111111/IIUI� �7� t+' �7R�■c�' �wt�nnun�ounrl 1 1 YIII:,Ilullr'ni'+' DEAD FRONT LAYOUT "TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S ENCLOSURE - N.E.M.A. 3R AISI 304SS W/ALUMINUM DEAD FRONT CONSTRUCTION AND LOCKING HASP DUPLEX PUMP PANEL (REFER TO MANUFACTURER'S SPECIFICATIONS FOR WALL MOUNTING) ELECTRICIAN TO FIELD WIRE L1/L2/N/Grnd. V, PH, 60HZ, 44- W TO CONTROL PANEL 1M-` ` 2M-'- -" 1T1 IT2 SR2 2T1 2T2 SR SC TCl� C2 RC� ELECTRICIAN INPUT CONNECTIDN BLOCK PUMP 2 HIGH LEVEL ALARM PUMP DATA CHART PRIMARY PUMP CAPACITY 20 GPM PRIMARY TDH 87.5 FT SECONDARY PUMP CAPACITY 20 GPM a SECONDARY TDH 87.5 FT ® PEAK INFLUENT FLOW RATE 6.0 GPM ® PUMP CYCLE TIME 15 MIN. O PUMP SYSTEM MANUFACTURER ABS ELEVATION CHART ® PUMP MODEL NO. PIRANHA S20/2W R.P.M. 3450 TOP OF WETWELL 12.50 10 HORSE POWER _ 2.0 ® TOP OF VALVE BOX 12.50 11 ELECTRICAL -VOLTS/PHASE 230/1 ® INLET INVERT 10.75 © FULL LOAD F.L.A. PER PUMP AMP. F.L.A. TOTAL 10.8 ® HIGH LEVEL ALARM 9.25 10.8 d O nd 2- PUMP ON 7.75 3 PUMP DISCHARGE SIZE 1 -1 /4 " 1st PUMP ON 6.25 ® MIN. DIA. SOLIDS ® PUMPS OFF 6.00 ® IMPELLER DIA. (MM) 5.63 INC11 ® BOTTOM OF WET WELL 4.50 COMPONENT l__ECEND MCB - MAIN CIRCUIT BREAKER FR - FLOAT REGULATOR ECB - EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER MCP - MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER C/B - CIRCUIT BREAKER AH - ALARM HORN CCB - CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER P1/P2 - PUMP 1/PUMP 2 LA - LIGHTNING ARRESTOR EGR - EMER GENERATOR RECEPTACLE SC - START CAPACITOR (10) MS - MOTOR STARTER RC - RUN CAPACITOR (10) RL - PUMP RUN INDICATORS SR - START RELAY (10) OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP HOA - HAND -OFF -AUTOMATIC SWITCH GIRD - GROUND GFI - DUPLEX GRND. FAULT RECEPT. FS - FUSE ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRIP IPTB - INCOMING POWER TERM. BLOCK N - NEUTRAL NTB - NEUTRAL TERM. BLOCK O/L - OVERLOAD S.S. HINGES VENT 2" SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS EL. 4 " INLET FIELD INSTALLED L 0 FIBERGLASS ACCESS HATCH & COVER (LOCKABLE AND WATER TIGHT) r FIBERGLASS WET WELL 2" PVC DRAIN LINE PVC DISCHARGE LiFT STATION PLAN SCH 80 PVC UNION OR FLANGE FIBERGLASS VALVE BOX (LOCKABLE AND WATER TIGHT)OF 7 2"GATE VALVE PVC DISCHARGE LINE EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. 2" PVC VENT FIBERGLASS VALVE BOX FRP VALVE BOX W/SCREEN 24 " X 30 " X 30 " p 1 -1 /4"x 2" PVCINCREASER EMERGENCY PUMP OUT 2 "SCH 80 PVC-- W/ QUICK CONNECT CPLG. /-FIN GRADE CABLE HOLDING BRACKET FF (S. S. ) %� A /GATE VALVE wrii►i riirwir urriiriiririwiri..i� PLUG / 2" PVC 00 DR CHECK VALVE Opp FILL BOX AS NEEDED WITH CONCRETE• PROVIDE 1PROPER DRAINAGE BALLAST WITH BOTTOM SLAB snr/ii urwwwiwiiiiiiwiwui w wwwiSiww w.�iiwwiwwii.�wrr. ;I ► I I SS LIFTI CABLE SS PUMP LIFTING BAIL CONTRACTOR INSTALL GROUT 1.5 : 1 SLOPE CONCRETE BASE SLAB AS PER " \- BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. LIFT STATION SECTION SWITCH DISCONNECT CONTROL PANEL (HOUSE MOUNTED ELECTRIC METER IF AVAILABLE) (CONTRACTOR LOCATE) GENERATOR RECEPTOR MODEL N0. A3042 (O.A.E.) LIGHTNING ARRESTOR O FIELD MOUNTED BY ELECTRICIAN UNISTRUT (OR EQ.) SEAL OFFS - C2"> C2)- 2" C❑PIDUI INLET 2.0 "PVC Z SCH 80 � DISCHARGE LINE � 2" PVC TOP EL. .� INVERT EL. a H.L.A. EL. 2ND PUMP ON EL. 1ST PUMP ON EL. O PUMPS OFF EL. BOTTOM EL. SEE ELEVATION CHART FOR ""THRU LEVEL CONTROL DIAGRAM CINI T Ln EL M coLC) co LO O O N � N �z w , O � _ U v) Q z z llJ W h- Q � Cam] d ® U 0 I O I 13-340