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HomeMy WebLinkAboutConstruction PlansQ rem I. TILE SHEET 2. OVERALL SITE PLAN 3. UTILITIES &GRADING PLAN 4. RUMP STATION DETAILS 5. CC N5T2UC710N DETAILS 6. UT UiY DETAILS 7. MAINTENANCE OF TRAFFIC DETAILS 51. CElNERATOR SLAB STRUCTURAL. PLANS EI—E4. ELECTRICAL PLANS NOTES 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH Th'E ST. LUCIE COUNTY UTILITY DEPARTMENT. 2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 3. ALL BA KFILL OVER PIPES UNDER EXISTING AND/OR PLANNED PAVEMENT AREAS SHALL, BE COMPACTED PER F.D.O.T. TANDARD SPECIFICATIONS, SECTION 125.8.3., TO 10OX OF THE MAXIMUM DENSITY PER AASHTO T-99. 4. THE CONTRACTOR SHALL FIND AND VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN ON PLANS PRIOR TO EXCAVATION. 5. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT ENGINEER AND/OR UTILITIES DEPARTMENT DIRECTOR. 6. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE UTILITIES DEPARTMENT OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTR4CTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. Z ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 8. CONTRAC OR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD OPENING AND/OR DEWATERI G PERMITS 10. CON7P,4CT9R SHALL COORDINATE CONNECTIONS TO EXISTING WATER AND OR SEWER FACILITIES AND SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS 11. CONTRACT9R IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVER4LL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 13. THE CO TRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND U TIL, ITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTR4C7OR AT HIS OWN EXPENSE. 14. ALL CONSTRUCTION SHALL COMPLY WITH THE ST. LUCIE COUNTY UTILITIES & FDEP REQUIREMENTS AS APPLICABL E. WHERE APPLICABLE, STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION" (LATEST EDITION) SHALL BE UTILIZED. 15. POTABLE WATER AND SANITARY SEWER SOURCE IS ST LUCIE COUNTY UTILITIES DEPARTMENT. 16. ALL AREA NOT COVERED BY BUILDINGS, PAVING, LAKES, SIDEWALKS AND/OR BIKE PATHS SHALL BE SODDED, OR MAY BE hYDROSEEDED IF APPROVED BY ENGINEER. "TITLE TO ALL DOCUMENTS WHICH GEAR THE COPYRIGHT OF MASTELLER & MOLER, INC. IS VESTED SOLELY IN MASTELLER & MOLER, INC. THESE DOCUMENTS ARE PROVIDED TO THE OWNER SOLELY IN CONNECTION WITH THIS PROJECT. ANY OTHER USE OR REUSE OF THESE DOCUMENTS OR ANY REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THESE 6103121 REV. WAT R SERVICE CONNECTION SCG/t=HPi DOCUMENTS DY ANYONE IS EXPRESSLY PROH1131TEP WITHOUT CONSENT OF MASTELLER & MOLER, INC. DATE DESCRIPTION OR/APP PURSUANT TO THE FEDERAL COPYRIGHT LAW." G I'sIONs C@ 202I, NASTELLEQ & NOLER, INC. Cali 46 hours before you diq in Florida It's the Lavl I -- 00--4.32---4770 Sunshine State One Calf of Florida, Inc. DATUM THE DATUM r DESIGN GRADESSHOWN PLANS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 9:: (NAVD .: ISSUED FOR CONSTRUCTION VICINITY MAP (NoT To 5CALE) ST. LUCIE COUNTY UTILITIES DEPARTMENT 2300 VIPCINIA AVENUE FORT PIERCE, FL 134q62 Phone: (772) 462--1150 4 Z I MASTELLER M MOLEP, "' rC) BEACH, RAC 32q6O Phone:I • mostmolr@bellsouth.net. MASTELLEP, MOI-EfZ & TAYLOR, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLOP.IDA 32g60 slr, wm com Phone: (772) 564- 6050 mmmm Fax: (772) 7g4-0647 SLOG; dt5243@bellsouth.net DA EL DATE: PLUM:. DATE: MECH: UTILITIES DATE: LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE: EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE: NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OR PROPERTY. INC. NM MASTELLER & MOLER, 4-ic @Mulvom@ ENGINEERS 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32cI60 • 00 . R CERTIFICATE* I• 1 LUCI s 11 /04/2021 L H..:MA-STEkLL � .h EX. MONITORING WELL (DO NOT DISTURB) �B EL. = 25.2' PROP. TOE OF—SL�PE EL. 1 .4' REMOVE MATERIAL AS NECESSARY 'ROM SOUTHERN BANK OF EX. PE . POND FOR FILL AT REPUMP STATRIO SITE ±17,640 CF (BANK) SEE TYP. CROSS SECTION BELOW PROP TOB--,,,, ..., 25.2....,. 1 L—�" 3 (MAX.) UUMP Z19 L C C DGG°� QoQ� EX. GATE VALVE EX. 12" FM EX. 5' CONC. SIDEWALK _ R/W LINE EX. 12" SANITARY GATE VALVE - �j CONST. 12"X12" WET TAP W/ II TAPPING SLEEVE & VALVE W/ II VALVE BOX & CONC. PAD EX. FENCE W/ GATE 11 I TO REMAIN II PROP. 12" PVC FORCE MAIN LIMITS OF STABILIZED II 84'-0" TURN —AROUND +� Ii. TOP OF BANK CONST. 12"X12"X12" M.J. TEE II CONST. (2) 12" M.J. GATE VALVE W/ VALVE B X & CONC PAD \ II TOE OF SLOPE CRAPHIC SCALE 30 0 Is 30 60 ( IN FEET I inch = 30 ft. DATUM THE DATUM AND DESIGN GRADES SHOWN WITHIN THESE PLANS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) IVOO PROP. SUBMERSIBLE REPUMP i STATION LOCATION ( SEE SHEET 3) I I II L EX. PERCOLATION POND 11 �' f CONST. POTABLE WATER METER EX. PERCOLATION POND I I W/ RPZ & HOSE BIB I I I f � ' II • , PROP. LOCATION OF ELECTRICAL I CONST. 12' WIDE STABILIZED C14I) f ( GENERATOR AND CONC. PAD I ACCESS ROAD (SEE DETAIL B-3, SHT 5) Xl i I CONST. 1.5" WATER SERVICE I w,1 �-.- ! &FITTINGS AS NECESSARY W/ MIN. 36" COVER (TYP.) I' EX. DIRT ACCESS ROAD J F1 EX. SURGE TANK \ ❑ I / I I EX. TOP OF BANK (TOB) EL. = 25.2' (TYP. — VARIES) _ TOE OF SLOPE EX. — . . EL. = 19.4' (TYP. — VARIES) @@ (nn� 11 lYQ9�jM1� nM&@u(r'�U�l9nn //mid� ° W ° v LA�tJ � m u Ire l LuT! I( EX. PERCOLATION POND EX. PERCOLATION POND ( I I i I I I FF1 F11 / NOTES: 1. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO 24' 13't EX. DIRT ACCESS --- --_ -- / -� BEGINNING CONSTRUCTION. EX TO 25 2 — ROAD 2 ALL DIMENSIONS ARE TO THE CENTER OF THE PIP 19.4 E, FITTING, OR VALVE. �� �- 3. ALL NEWLY CONSTRUCTED PRESSURE MAINS SHALL HAVE A MINIMUM OF 36 'r�'r INCHES OF COVER. 4. ALL VALVES AND FITTINGS SHALL BE FLANGED ABOVE GROUND OR RESTRAINED 110111,511�51��6111;CONST. 1.5 WATER SERVICE ( ) ()T % MECHANICAL JOINT (BELOW GROUND). 1 EX. LIFT STATION &FITTINGS AS NECESSARY W/ MIN. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH ST. LUCIE %, �,, TO REMAIN COUNTY, FPL, AT&T, BELLSOUTH, AND ANY OTHER RELEVANT UTILITY PROVIDERS �, / / r r "ZIf /,r„ !/ .' ;, 19.4 EX. POND BOTTOM 36" COVER (TYP.) REGARDING THE LOCATION OF EXISTING AND PROPOSED UNDERGROUND / ..n UTILITIES. -PROP. TOE OF SLOPE EX. TOE OF SLOPE i CONST. 3x1.5 SERVICE Q 6. ALL PAVED OR UNPAVED ROADS, DRIVEWAYS, OR SIDEWALKS THAT ARE SADDLE & CONNECT TO DISTURBED BY CONSTRUCTION SHALL BE RESTORED IN -KIND. EX. WATER SERVICE W/-�' EX. WM 7. ALL GREEN AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED OR TYP. POND CUT RPZ & HOSE BIB EX. 3" WM HYDROSEEDED IF APPROVED BY ENGINEER. CROSS SECTION -4 8. ALL SIGNS, MAILBOXES, AND INSTALLED LANDSCAPING DISTURBED BY CONSTRUCTION SHALL BE RESTORED IN -KIND. HORZ & VERT — 1 "=5' li�iill"IN 4 nfl -4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ISSUED FOR CONSTRUCTION I I� �jr �(g3 j n W n (� title to all documents which bear the DRAWN $CG M MASTELLEOR M MOLER, ' ® 0 V J U 1 � \ �j / \ / [,� c� \ documentfqht a Hosteller & Mt er, Inc, is vested`�i uN L— �✓ L�—� LJ�1 L�I [_�� sole) n Mosteller & Moler, Inc. These DESICNEO EHM documents ore provided to the owner solely n _ connection with this project. Any other use CHECKED EH M oC�� �n or reuse of these documents is any 9 25 20 M �Up �` ���4a�` C'�v ������� W93 n1Dg3 o ® ® J IL��rIJ�LII D A U II-1j�vi reproduction, , display, sale or other disposition oarE / / U U or these documents by anyone is expressly 6/03/21 REV. WATER S RVICE c~crm scG/E 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32g60 FAR prohibited without consent or Mosteller & SCALE AS SHOWN Moler, Inc. pursuant to the Federal Copyrpht } 11 /04/2021 NO. DATE DES T10N DR/APP (772) 567-5300 / FAX (772) 7g4-1106 Low. ' ' Y sHEEr 2 of Q E VI I ONE CERTIFICATE OF AUTHORIZATION NUMBER 4204 ST. LUC IE ® ■ ©2021, MASTELLER & MOLER, INC.c. FLORIDAST. LUCIE COUNTY EARL H H. M A S T E L L E R P.E. F L Z 6 6 5 $ PROJECT NO.: 20020 TURNPIKE FEEDER ROAD — — — — — — — — — — E. P. EX. POTABLE WATER GATE VALVE _ _EX. WM _ _ CONST_12"X12" WET TAP W/ _ T EX. SANITARY SLEEVE & VALVE W/ GATE VALVE VALVE BOX & CONC. PAD _______ __________(TAPPING _______EX. 12" F_M______ EX. 5' CONC. SIDEWALK I�I II t ( R/W LINE EX. SANITARY GATE VALVE EX. FENCE W/ GATE TO REMAIN LIMITS OF STABILIZED TURN —AROUND REMOVE & REPLACE EX. 5' CONC. SIDEWALK IN —KIND (TYP.) (SEE DETAIL B-3, SHEET 5) CONST. 12" PVC FORCE MAIN W/ MINIMUM 36" COVER. SOD ALL DISTURBED AREAS IN —KIND (TYP.) CO'.:TS�IMMON\S-4 DATUM GRADESTHE DATUM AND DESIGN • PLANSWITHIN THESE REFER TO THE NORTH- DATUM OF t R i. rr� I m SYMBOL OR LINE CONST. 12" 12"X12" M.J. TEE 26.1.... "" A - — TOE" OF — CONST. 2 12" M.J. GATE VALVE 26 SLOPE t ( ) — W/ VALVE BOX & CONC. PAD 'CONST. 9'-0" X 13'-6" FIBER —REINFORCED CONCRETE \/AI \/P, PAn KAIKI R" THI(`4C O iM PSI KnInI 1 Existing Spot Elevation Proposed Spot Elevation Existing Contour Proposed Contour Match Existing Elevation M . O EX. PERCOLATION POND NO. I DATE 26.41 2 FILL & REGRADE EX. PERCOLATION POND AS SHOWN. SLOPES SHOWN 6 6 I ( I AT 3:1 MAX. / 36"" COVER (I YI'.) SEE ABO"VE RIGHT M4 MASTELLER e MOLER, A � SON - LILTING ENGINEER 1655 27th STREET,RO BEACH, FLORIDA, 32q6O CERTIFICATE OF AUTHORIZATION R 4204 LIMITS OF STABILIZED TURN —AROUND II II II I1 II 11 EX. SANITARY / --- ----- \ GATE VALVE EX. SURGE TANK � o SEE SHEET 2 NOTES: 1. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO THE CENTER OF THE PIPE, FITTING, OR VALVE, 3. ALL NEWLY CONSTRUCTED PRESSURE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL VALVES AND FITTINGS SHALL BE FI..ANGED (ABOVE GROUND) OR RESTRAINED MECHANICAL JOINT (BELOW GROUND). 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH ST. LUCIE COUNTY, FPL, AT&T, BELLSOUTH, AND ANY OTHER RELEVANT UTILITY PROVIDERS REGARDING THE LOCATION OF EXISTING AND PROPOSED UNDERGROUND UTILITIES. 6. ALL PAVED OR UNPAVED ROADS, DRIVEWAYS, OR SIDEWALKS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED IN -KIND. 7. ALL GREEN AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED OR HYDROSEEDED IF APPROVED BY ENGINEER. 8 ALL SIGNS, MAILBOXES, AND INSTALLED LANDSCAPING DISTURBED BY CONSTRUCTION SHALL BE RESTORED IN -KIND. . —,- .M.E. 26.4 T — CONST. 1.5" WATER SERVICE & FITTINGS AS NECESSARY W/ MIN. 36" COVER (TYP.) 60"X96" HATCH COVER W/ SAFETY GRATING SAFETY RAILING 14' REPUMP STATION TOP = 32.50' " —5.8'± 12' STABILIZED ACCESS ROAD 6.5'± VALVE BOX W/ PERC.POND CONC. PAD 12' PERC.POND EX. TOP OF BANK 26 3 26.5 26.5 PRbP. TOP OF BANK EL. = 26.0 (ME) 26 1 :.7% EL. = 26.0 .—" — 7. U1 L— PERC. POND 12" DI FL 8 PROP. 12"X12"X12" EX. TOP OF BANK ° M.J. hEE EL. = 26.3 ( i PROP. 12" PVC FM EX. 12" PVC--" EL = 22.50'- ` FORCE MAIN M.J. 316 SS STRAP PROP. 12" M GATT VALVE 12" THICK MIN. LEVELING ----- COURSE OF #57 STONE (TYP.) UNDISTURBED SOILS ititl -11 1 61 TH I E MR will T _,,UC,ECOUNTST L U mI E COUNTY UTILITY DEPT. 90 BEND (MAX,) 12" HDPE DROP PIPE 19.50, INSIDE BOTTOM = 17.50' s SECTION A HORZ & VERT — 1 "=5' FIXOT1010 r EX. GRADE OVER 1 L SECTiON LINE J 3 (MAX PERC.POND EX. TOE OF SLOPE EL. = 18.8 (VARIES) Title to all documents which bear the copyright of Mosteller & Noler, Inc. is y4ested solely in Nosteller & Noler, Inc. These documents are provided to the owner solely In connection with this project. Any othef, use or reuse of these documents or any reproduction, display, sale or other dsr•..srtion of these documents by anyone is expi essly prohibited without consent of Mastelld,- & Noler, Inc. pursuant to the Federal Cot,vright Low. cU 2021, NASTELLER & MOLER, INC. 19.0 f EX. POND BOTTOM w� `-PERC.POND PROP. TOE OF SLOPE EL. = 18.8 (ME; VARIES) BLEND PROP. BANK SLOPES TO EX. POND BOTTOM EL. AS NECESSARY (TYP.) REVIEWED R CODE COMPLIANCE T. LUCIE COUNTY BOCC ISSUED FOR CONSTRUCTION I,I 6'x11'-6" CONCRETE ACCESS WALKWAY 1 1/2" 1 DIA. MILL FINISHED ALUMINUM HAND -RAIL (TYP. BOTH SIDES) (2) SCH 80 PVC 90- BENDS - 6" FLGxPE SCH 80 PVC PIPE SS INSECT SCREEN BETWEEN FLANGES 1 1/2" DIA. MILL FINISHED ALUMINUM HAND— P. BOTH SIDES) CONCRE �E PAD (SEE UTILITIES & GRADINGPLAN) ELEV: 27.00 NO. I DATE 12" PVC INFLUENT PIPE 2" PVC BACKWASH DRAIN I -ROM ARV ASSEMBLY W/ 'SUPPORTS AS NEEDED (TYP.) 12" FLANGED COUPLING ADAPTOR (TYP.) —24" MIN. is N PLAN �IEW STAINLESS STEEL CABLE SUPPORT Scale: 1"=2' MOUNTED ON HINGED SIDE OF HATCH, FLOAT SWITCHES (TYP.) 60"X96" HATCH COVER W1 SAFETY GRATING (36"X48" CLEAR FOR EACH PUMP) FLEXIBLE PIPE CONNECTOR WITH NON -SHRINK GROUT (TYP ALL PIPE PENETRATIONS) ELEV: 32.50 12" MIN. 12" MIN. SS LIFTING--,, CABLE 12" DIP _J ELEV: 28.50 L v —1 _71F ELEV: 28.00 EL.EV: 27.50 p.Fir= IGH LEVEL ALARM (D LAG PUMP ON fDn P-P 0 1 � t,: . . , 4. COMPANION FLANGE W/ QUICK CONNECT & DUST CAP FOR EMERGENCY BYPASS 12" RESILIENT WEDGE GATE VALVE W/ VALVE SUPPORT STAND (TYP.) X 9'-0%13'-6" FIBER —REINFORCED CONCRETE VALVE PAD (8" MIN. THICKNESS; 2,500 PSI MIN.) 12"Xl 2"X1 2" DI FL TEE., 2 LF 12" FL DI; SPOOL DIECE & 12" FLOW —METER 0 ,90* BEND 30" MIN. `12" FLANGED COUPLING VADAPTOR (TYP.) 12" RESILIENT WEDGE GATE VALVE W/ VALVE SUPPORT STAND (TYP.) 12" AIR CUSHIONED SWING CHECK VALVE (TYP.) 12" FLANGED COUPLING ADAPTOR (TYP.) 12" AIR CUSHIONED SWING CHECK VALVE (TYP.) 12" RESILIENT WEDGE GATE VALVE W/ VALVE SUPPORT STAND (TYP.:) 12" FLANGED COUPLING ADAPTOR (TYP.) f 12" FLOW -METER] ........ .. 2 LF 12" FL DI I SPOOL PIECE 24" MIN. 36" MAX. \—VALVE SUPPORT STANDS (TYP.) LEAD PUMP ON 4 SEAL CABLES CABLE L-2" PVC BACKWASH DRAIN FROM ARV 4 Lli ASSEMBLY W/ SUPPORTS AS NEEDED (TYP.) •SLOPE TOWARDS PUMP CHAMBER 12" DII FL90* BEND ...... CL 2" (MIN.) SLEEVES FOR CONDUITS GUIDE RAIL & BRACKET ASSY (3 R Q'D.) SEAL WITH NON -SHRINK GROUT :12"z ► WET WELL LINING 12" INFLUENT PIPE I L ELEV. 19.50 SEAL PRIMED SURFACES WITH DOUBLE .p o �COIL OF JOINTSEALANT (TYP.) ALL PUMPS OFF- -19— ELEV: 19.50 4 12"X6" FL CONCENTRIC INCREASER LOW LEVEL ALARM - ELEV: 19.00 Z GROUT FORM SIDES SLCPES- ------ . ........... . .4 AND BOTTOM BErICH 2 PER MFR'S 12" ELEV. 17.50 a SPECS t, pp 4 COMPACTED NO. 57 STO9I7_—__ d 111�1_0001 OMW M %4 �fp & � &�) QEV1310NS PROFILE VIEW Scale: 1 "=2' MASTELLER & MOLEN-O-. 1655 27th 5TREET, 5UITE #2, VERO BEACH, FLORIDA, 32q (772) 567-5300 FAX (772) 794-1106 CERTIFICATE OF AUTHORIZATION NUNBER 4204 12" PVC TO EX. 12" PVC FM (SEE SHT 3) \\_12" M.J. 90* BEND SEE PROFILE VIEW BELOW 4"X2" FL CONCENTRIC REDUCER —12"X4" FL CONCENTRIC REDUCER 12"X12"X12" FL TEE 9'-0%13'-6" FIBER -REINFORCED CONCRETE VALVE PAD (8" MIN. THICKNESS; 2,500 PSI MIN.) ELEV: 27.00 ELEV: 26.50 ,-112" DIP MINIMUM 3/4" STAINLESS STEEL BOLTS w/ NUTS; AND WASHERS, COATED WITH HEAVY BITUMASTIC AFTER R 0 FINAL ASSEMBLY - R F P 10A 7 'Am "1 0 1 fm 1" molm N Ono & i Fm T A I EL St 12" PVC TO EX. 12" PVC FM (SEE SHT 3) ST. LUCIE CONTST. LUCIE COUNTY UTILITY DEPT. 110101 PUMFIING STATION DATA TABLE LIFT STATION NUMBER PUMPING CAPACITY G.P.M. 1600 PRIMARY CONDITION TOTAL HEAD FEET 184 EFFICIENCY % 70% PUMPING CAPACITY G.P.M. 1965 SECONDARY CONDITION TOTAL HEAD FEET 167 EFFICIENCY % 74% MIN. SOLIDS PASS. IMPELLER INCHES 3.1 5X3.94 PUMP MODEL NUMBER XFP1 50J—CH2 PUMP IMPE 7 LLER INCHES 13.98 PUMP SPEED (DESIGN) R.P.M. 1780 MOTOR NAMEPLATE H.P. H. P. 115 F W INITIAL INFI—JENT PEAK RATE P.M. 516 MIN. PUMP CYCLE TIME MIN. 20.40 HIGH ALARM SIGNAL ON EL. 28.50 12 $1 INFLUENT PIPE INV. EL. 22.50 12" INFLUENT DROP PIPE INV. EL. 19.50 LAG PUMP ON ELEV. 28.00 LEAD PUMP ON ELEV. 27.50 ALL PUMPS OFF ELEV. 19.50 LOW ALARM SIGNAL ON ELEV. 19.00 B01-TOM OF. WET WELL 17.50 PUMP MANUFACTURER SULZER 19 IN mm., 1. CONTRACTOR SHALL FURNISH & INSTALL PUMPING STATION PUMPS WITH ACCESSORIES AND ELECTRICAL CONTROL PANEL AND SCADA SYSTEM IN ACCORDANCE WITH ST. LUCIE COUNTY UTILITIES STANDARD SPECIFICATIONS; AND CONSTRUCTION STANDARDS, LATEST EDITIONS. 2. PUMPS SHALL BE SULZER MODEL XFP 150J-CH2 OR APPROVED EQUAL RATED TO OPERATE BETWEEN 1600 GPM @ 184' TDH AND 1,965 GPM @ 167' TDH. 3. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH SOFT START AND APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVER GROUNDS PER N.E.S.C. 4. CONTROL PANEL TO HAVE DURABLE WEATHER RESISTANT SIGN POSTING EMERGENCY CONTACT NUMBER. 5. WET WELL EXTERIOR TO RECEIVE TWO COATS OF COAL TAR EPDXY (BITUMASTIC 50) ON ALL UNDERGROUND SURFACES. ABOVE GROUND WET WELL EXTERIOR SURFACES TO REMAIN UNCOATED. Title to all documents which bear the copyright of Mostaller & Noler, Inc. is vested solely in Mosteller & Noler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse or these documents or any reproduction, display, sale or other doposttion or these documents by anyone is expressly prohibited without consent of Nosteller & Noler, Inc. pursuant to the Federal Copyright Low. @2021, NASTELLE-12 & MOLER, INC. ST LUCIE UY1 BOCC ISSUED FOR CONSTRUCTION F 2 3 4 5 GENERAL NOTES GENERAL NOTES (Cont.): GENERAL NOTES (Cont.) GENERAL NOTES (Coot. 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, NATURE AND CHARACTER OF ALL GENERAL NQIES EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. LOCATIONS AND CHARACTER OF EXISTING UTILITIES SHOWN ON PLANS ARE BASED ON AVAILABLE INFORMATION. UTILITY CONSTRUCTION NOTES PIPING 13. ALL CONNECTIONS TO EXISTING MAINS SHALL BE OBSERVED BY THE DISTRICT, VALVES ON c. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WHERE STRUCTURES SHALL BE IMPACTED BY 27. ANY DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE FILTERED AND CONVEYED TO A THE CONSTRUCTION PRIOR TO SUBMITTALS AND FABRICATION OF COMPONENTS AND MATERIALS. UTILITY CONSTRUCTION NOTES SHALL B--_ PROVIDED IN THE DRAWING SET AS FOLLOWS (NOTE: EXISTING MAINS SHALL BE OPERATED BY DISTRICT PERSONNEL OR UNDER THEIR DIRECT SEDIMENTATION BASIN IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF 3. THE CONTRACTOR SHALL COORDINATE THE WORK TO AVOID THE DISRUPTION OF WATER SHOW ALL NOTES IN THE FOLLOWING ORDER): SUPERVISION. TAPPING SLEEVES AND VALVES SHALL BE PRESSURE TESTED PRIOR TO d. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES SUSPENDED SOLIDS TO OUTFALLS. AND/OR SERVICE TO THE PROJECT TAPPING. IF SERVICE MUST BE CUT OFF TO EXISTING CUSTOMERS, THE DISTRICT SHALL BE AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED. 9ENER NOTIFIED AT LEAST THREE DAYS IN ADVANCE TO MAKE NECESSARY NOTIFICATIONS. IN THIS 21. HORIZONTAL SEPARATION: 28. THE CONTRACTOR SHALL REMOVE THE DEWATERING AND EROSION CONTROL AND SEDIMENT 4. ALL m,k,rERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH 1. ALL CONSTRUCTION MATERIALS AN METHODS FOR POTABLE WATER, WASTEWATER, AND EVENT THE CONTRACTOR SHALL BE READY TO PROCEED WITH AS MUCH MATERIAL CONTROL DEVICES/SYSTEMS AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN THE THE REQUIREMENTS OF THE FDEP STANDARDS AND THESE SPECIFICATIONS. RECLAIMED WATER SYSTEMS SHALL BE IN ACCORDANCE WITH THE DISTRICT DESIGN CRITERIA REASSEMBLED AS POSSIBLE AT THE SITE TO MINIMIZE THE LENGTH OF SERVICE 0. WATER MAINS SKALL BE LAJD WITH A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, AREAS HAVE BEEN STABILIZED. 5. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT, THESE PLANS AND AND SPECIFICATIONS, THE DisTme'r CONSTRUCTIONS STANDARDS. INTERRUPTION. THE DISTRICT WILL POSTPONE A SERVICE CUT-OFF IF THE CONTRACTOR IS EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED SEWERS. SPECIFICATIONS AND ALL REGULATORY REQUIREMENTS FOR CONSTRUCTION OF THE PROPOSED RUMMI1.0 2. THE CONTRACTOR SHALL COMPLY WfTH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS NOT READY TO PROCEED ON SCHEDULE SUCH CONNECTIONS SHALL BE MADE AT NIGHT b. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 3 FEET HORIZONTAL SEPARATIONi 29� ALL PAVING, STABIL12ED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD. IMPROVEMENTS PRIOR TO BEGINNING THE CONSTRUCTION. OBTAINED FOR THE PROJECT. TO MINIMIZE EFFECTS UNLESS OTHERWISE AUTHORIZED BY THE DISTRICT. NO CUSTOMERS EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED STORM SEWERS LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS TO COMPLETE THE CONSTRUCTION OF THIS 1 ALL MATERIALS USED ON THE PROJECT SHALL IN LISTED IN THE DISTRICT APPROVED SHALL BE WITHOUT SERVICE FOR MORE THAN FOUR HOURS. 14. DENSITY TESTS OF TRENCH BACKFILL MATERIAL SHALL BE REQUIRED AT THE TRENCH AND RECLAIMED WATER MAINS. c. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE PROJECT. DISTRICT. 7. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL COND11ION OR BETTER. ALL MATERIAL LIST. BOTTOM AND EACH LIFT OF BACKFILL AT INTERVALS OF NO MORE THAN 500 FEET. AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED. DISTURBED GRASSED AREAS SHALL BE RESTORED WITH BAHIA SOD. 4� THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE ONE CURRENT COPY OF DENSITY TESTS OF PAVEMENT OPEN -CUT AREAS INCLUDING ROADS, TURNLANES, AND d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS 30. ALL DAMAGED CONCRETE AND ASPHALT DRIVE SHALL BE REPLACED FROM RIGHT-OF-WAY 8. PLANS ARE GENERAL IN NATURE AND ARE NOT INTENDED TO SHOW EVERY FITTING, SUPPORT, DISTRICT DESIGN CRITERIA AND SPECIFICATIONS, DISTRICT CONSTRUCTIONS STANDARDS, AND DRIVES SHALL BE REQUIRED AT INTERVALS OF NOT MORE THAN 50 FEET. COMPACTION FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. LINE TO EDGE OF PAVEMENT. ETC. NECESSARY FOR A COMPLETE AND FUNCTIONAL SYSTEM. CONTRACTOR SHALL PROVIDE THE CONTRACT DRAWINGS AT ALL TIMES. SHALL BE IN ACCORDANCE WITH THE "TYPICAL TRENCH DETAIL' AND "FLEXIBLE PAVEMENT FITTINGS, SUPPORTS AND ACCESSORIES AS MAY BE NECESSARY FOR A COMPLETE AND 5. THE CONTRACTOR SHALL OBTAIN E SERVICES OF A PROFESSIONAL LAND SURVEYOR REPLACEMENT DETAIL�. A CERTIFIED COPY OF TESTS SHALL BE PROVIDED TO THE DISTRICT, 22. VERTICAL SEPARATION' FUNCTIONAL SYSTEM. LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. DENSITY TESTING CONDUCTED BY AN INDEPENDENT TESTING LAB APPROVED BY THE o. FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED 9. CONTRACTOR, BY SUBMITTING A BID, ACKNOWLEDGES THAT HE IS THOROUGHLY FAMILIAR NTH 6. ALL MATERIALS, COATINGS, AND CAEMICALS THAT CONTACT DRINKING WATER SHALL BE IN DISTRICT. FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN, AT THE THE SITE, THE PLANS AND SPECIFICATIONS, THE SCOPE OF WORK, AND LOCAL BUILDING CODES CONFORMANCE WITH ANSI/NSF STkNDARD 61. 15. MINIMUM COVER TO FINISHED GRADE OVER MAINS SHALL BE 30" FOR PIPE UP TO 81, CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY AND REGULATORY REQUIREMENTS. DIAMETER, 36" FOR 10" TO 120 PIPE, AND 48" FOR 14' AND LARGER PIPE. THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE, 10. CLEAR )kND GRUB DEVELOPMENT AREA. REMOVE ALL EXISTING GRASS, TREES, STUMPS AND 7. MAILBOXES SHALL BE CAPABLE 01- RECEIVING MAIL AT ALL TIMES, 16. ALL BURIED PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINED JOINT b. FOR WATER MAINS CROSSING STORM SEWERS AND RECLAIMED WATER MAINS, A MINIMUM ORGANICS. SHRUB TREE STUMPS SHALL BE REMOVED TO A MINIMUM DEPTH OF 12 INCHES BELOW REFERENCED DATA SCHEDULE DETAIL. OF 12 INCHES SHALL BE MAINTAINED FROM THE OUTSIDE OF WATER MAIN TO THE EXISTING GRADE. GRASS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW EXISTING 8. ALL ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1988. 17. ALL PRESSURE TESTS SHALL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY UTILITIES OUTSIDE OF SEWER MAIN, AT THE CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY THAT BOTH JOINTS WILL BE AS FAR FROM THE STORM GRADE. A THE HORIZONTAL DATUM IS BASE( ON STATE PLANE EAST, NORTH AMERICAN DATUM (NAD) DISTRICT CONSTRUCTION STANDARDS AND TECHNICAL SPECIFICATIONS AND AWWA STANDARDS SEWER OR RECLAIMED WATER MAIN AS POSSIBLE. 11. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE ENGINEER OR 1983. (LATEST EDITIONS). OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO c. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS, AND LAWS. EXIONra CONDITIQN5 1& THE CONTRACTOR SHALL CLEAN MAINS BY FLUSHING OR USING APPROVED POLYURETHANE MAINS, WHEREVER POSSIBLE. 12. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR & IF ANY 9. LOCATIONS, ELEVATIONS, DIMENSIO S. AND MATERIAL OF EXISTING UTILITIES ARE 13ASED ON PIG(S). TEMPORARY CLEANING STATIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR. d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS THE CONTRACTOR SHALL PROVIDE A CLEANING PLAN SHOWING THE METHOD OF FILLING FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. 13. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO THE START OF BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UTILITIES IN AND CLEANING MAINS PRIOR TO THE START OF CONSTRUCTION. THE CLEANING PLAN SHALL CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT THE PROJECT AREA. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE BE APPROVED BY THE DISTRICT PRIOR TO CONSTRUCTION, ALL COSTS FOR FILLING AND bdAINIEN6NQE OF TRAFFIC AND/OR RELOCATION OF SAME IF REQUIRED. LOCATIONS, ELEVATIONS. DIMENSIONS, AND MATERIAL OF EXISTING UTILITIES (WHETHER OR CLEANING SHALL BE A THE CONTRACTORS EXPENSE. 23, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND 14. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER PRIOR TO NOT SHOWN ON THE DRAWINGS) AFFECTING HIS WORK� 19. WATER SERVICES SHALL BE INSTALLED BY JACK AND BORE, HORIZONTAL DIRECTIONAL VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. FABRICATION. UTILITY COORDINATION DRILL, OR MOILING METHODS. JE77ING OF SERVICE LINES SHALL NOT BE PERMITTED, 24� THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 15. THE C014TRACTOR SHALL NOTIFY THE OWNER, ENGINEER (772-567-5300) AND S.L.C. UTILITIES 10. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 SEPARATIONS 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES DEPARTMENT A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE 20. POTABLE WATER SEPARATION. THROUGHOUT THE PROJECT. 16. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS SHALL BE COMPLETED AT CALL OF FLORIDA" AT LEAST 48 OURS PRIOR TO ANY DIGGING WORK TO HAVE ALL KNOWN *,FOR PARALLEL INSTALLATIONS, WATER MAINS SHALL BE LAID WITH A MINIMUM OF 10 THE CONTRACTOR'S EXPENSE AND COORDINATED NTH THE OWNER, ENGINEER, AND S.L.C. UTILITY EXISTING UTILITIES LOCATED. FEET HORIZONTAL SEPARATION, EDGE -OF -MAIN TO EDGE -OF -MAIN DEWMERING AND ESQ519N CONTEM DEPARTMENT. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 11. THE CONTRACTOR SHALL PRESERVE AND MANTAIN EXISTING UTILITIES, STRUCTURES, AND b.FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED 25, THE CONTRACTOR IS RESPONSIBLE FOR OSTAINING A DIEWATERING PERMIT THROUGH THE 17. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE AS-CONSTRJCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE DISTRJCT� CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY REQUIRED. VALVES, MANHOLES, AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE 12, THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE. SANITARY 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION, INSTALLATION, APPROVED 13Y THE OWNER PRIOR TO SUBMISSION. NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAJNS, MAINTENANCE, AND SATISFACTORY OPERA flON OF THE EROSION AND SEDIMENT CONTROL 18. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND ENGINEER OF FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. WHEREVER POSSIBLE. DEVICES/SYSTEM IN ACCORDANCE WITH SFWMD REQUIREMENTS ANY CHANGIEES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANCE OR DEVIATION. S11, I, I - (A E %VATE It & W CO 1, NT1 iSTEWATER &ENERAL NOTES AND 12) s1r. i.t. ctb cot �Nlry WATE,11 & WASTEWATER OENERAL NOTES AND SPECIFICATIONS 11 (13 - 20) SI'. 1, t � C I E , CO L NIA NVA11,11 & WAS11:1,WAIrEti, OENERAL NOTES AND SP ECIFICATIONS III (aO -26) ST, LLCIECOL,Nri SENERAL NOTES AND 19. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING WATER & WA8,rEA1A1%'I1 SPECIFICATIONS IV (27 - 30) STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS SPECIFICATIONS I (I - coNsirut,crioN CONSTULCTION CONSTHLJ3110N S1111 S' I AN L [A1,111,10N ARDS Wn swam 2016 ;;W�Wsm ',-'3'A N D A I 11) S STAN PA UPS WUMMM DOXWOV14 loaw"MAOM 0-3 STANDARDS EXPENSE. 1 1 1 wt mm­ =w" mmm G-4 20. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUESTED BY THE WEAPFFAM 1WV*WMAWM G-2 OWNER FOR THIS PROJECT. 21. USE POTABLE WATER FOR PRESSURE TESTS. 22. ALL EQUIPMENT INSTALLED SHALL BE COMMERCIAL GRADE. 23. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH ST. LUCIE COUNTY STANDARDS. 24. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND/OR UTILITY DIRECTOR OF ST. LUCIE COUNTY. 25. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A CLEAN AND U ORDERLY MANNER CONSTRUCTION. ALL TRASH AND DEBRIS IS TO BE REMOVED ON A DAILY EDEP SEPARATION NOTES: BASIS, OR IN A REFUSE CONTAINER APPROVED BY THE LOCAL WASTE MANAGEMENT AUTHORITY, 5' 6- 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO AND REGULAR REGULAR REMOVAL IS TO BE SCHEDULED BY THE CONTRACTOR. PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET (UNLESS SPECIFICALLY 26. EXACT LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL F& SEE NOTES 2, 3, & 4 BELOW 1.5% MAX FC7 NOTED AS SEVEN FEET) BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE CONTACT ALL UTILITY COMPANIES AND VERIFY THE EXACT LOCATION OF ALL EXISTING OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE SANITARY 'THE -TYPE UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY OF ANY DAMAGE DURING .4 SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED HIS CONSTRUCTION EFFORTS, AND REPLACE OR REPAIR DAMAGE TO THE SATISFACTION OF WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND THE UTILITY COMPANY, AT NO ADDITIONAL COST TO THE OWNER. t GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE 27. THE ENG3INEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WARNING TAPE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE INSPECTIONS, TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS EXISTING GROUND 6" STEEL BOLLARD 6" OOMPA FOUNDATION - q5% DENSITY CROSSING AN EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE fir (SCH. 40 PIPE) PER AA5HT0 T-1,50 EXTENDIN6 AT LEAST SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT UTILITY' NOTES FINAL 13ACKFILL 6" EEYOND THE 51DENA.LK ON F-ACH 510E. FILLED WITH CONCRETE. LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE QDNaTEDLEON IN SIREET5 AND ROAD RIGHTS -OF -WAY (2) 2- FIBER OPTIC CONDUITS OTHER PIPELINE. 1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE, OR ANY OTHER 0 ROUND TOP. P41TH FLORIDA z 1. CONCRETE 51DERALK SHALL COMPLY ACCESSIBILITY AT THE UTILITY CROSSING DESCRIBED ABOVE, ON FULL LENGTH OF WATER AGENCY WHICH MAY HAVE JURISDICTION. SECOND BACKFILL CODE REGUIREMENT5 FOR CRO55-5LOPE, ETC. ON ACCE5515LE ROUTE REMEDIAL CONSTRUCTION WILL BE REQUIRED SHOULD SIDEWALK/ MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE 2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA IN, GRO515KALK BE OUT OF COMPLIANCE. SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE DEPARTMEN7 OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL INITIAL MCKFILL 3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUC ON SHALL RECEIVE GRASS, TI 2. CONCRETE SHALL HAVE A REaUIRED MINIMUM COMPRESSIVE STRENOTH OF 3,000 P.S.I. IN 25 DAYS. FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWER, OR PIPELINES MULCH OR SOLID SOD. CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING V� WE PAINT OSHA 3. FIBER -REINFORCED CONCRETE MAY 13E USED IN LIEU OFSTEEL MESH. 62-610 F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR JURISDICTION. PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR 111.1 ­_­.- 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY, PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER ff�i BEDDING SAFETY YELLOW 4. 5IDEl^IALK TO 13E 6" MINIMUM THICKNE55 5TANDARID. PART Ill OF CHAPTER 62-610 F.A.C. AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR ... ... . ...... . ..... . ... 7- 7 0 5. PROVIDE JOINTS EVERY 5' AND AT ALL P.G.'s 4 P.T.'s AT CURVED HIGHWAYS. 5EGTION5. 2. WATER MAINS CROSSING ANY UTILITIES WILL BE LAID SO THAT ONE FULL LENGTH OF 6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE 6" M1 q WATER MAIN WILL BE CENTERED AT THE CROSSING. REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE SIDEWALK DETAIL REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. EXISTING UTIL11-Y LOCATION NOTES NQJES: 1 . THE LOCATION AND HORIZONTAL ALIGNMENT OF THE EXISTING SEWER FORCE WATER DIST31BUTION SYSTEM 1. BEDDING MATERIAL SHALL BE HANE PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU (N. T. S. MAIN AND WATER MAIN ALONG TURNPIKE FEEDER ROAD IS SHOWN ON 1. PVC PIPE SHALL MEET THE REQUIREMENTS OF AWWA C900/C905. THE APPROPRIATE CLASS GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU MATERIALS SUCH AS CD THESE PLANS BASED ON FIELD SURVEYS OF VALVES, MARKERS, AND INFORMATION PROVIDED SHALL BE AS FOLLOWS: MUCK, DEBRIS AND ROCK SHALL BE REMOVED. -CEMENTED COMINA ROCK (LBR-100) COMPACTED AT q6% OF AA5[4TO T-I&O (MIN) ON EXISTING AS-BUILTS. CONTRACTOR TO VERIFY AND ENSURE PROPER HORIZONTAL CLASS 100 DR25 - RESIDENTIAL AND ALL NON-COMMERCIAL, NON -INDUSTRIAL AREA ts 00 SEPARATION BETWEEN THE PROPOSED FORCE MAIN AND EXISTING WATER MAN IS ADHERED TO. CLASS 150 DR18 - ALL COMMERCIAL AND INDUSTRIAL AREAS AND UNDER STREET 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE 12' CROSSINGS COMPACTION UNDER THE PIPE HAUNCHES. .4q 6" 2. DUCTILE RON PIPE SHALL BE CEMENT MOTOR LINED, CLASS 51, MECHANICAL OR PUSH -ON CONSTRUCTION STAKEOUT NOTIFICATION 3, THE PIPE SHALL BE PLACED IN A DRY TRENCH, Fa JOINT AND SHALL. MEET ALL THE REQUIREMENTS OF THE FOLLOWING ANSI/AWWA C 104/A.21.4; MATERIAL, CLEAN AND FREE OF ROCKS, MUCK 6" MIN.1 "k Wt! SOME CONSTRUCTION ELEMENTS DEPICTED ON THESE PLANS ARE DRAWN NOT TO SCALE ANSI/AWWA C 111/A.21.11 (FOR RUBBER GASKET JOINTS); ANSI/AWWA C 151/A.21.51 (FOR D.I.P 4. BACKFILL SHALL BE DONE WITH AF DELETERIOUS MATTER PROVED �ND COMPACTED BENEATH THE HAUNCHES OF THE PIPE IN ORDER TO PROVIDE CLARITY AS TO THE SCOPE OF WORK. THESE ELEMENTS INCLUDE MOLDS). AND OTHER DENSITY AS DETERMINED BY AASHTO T-99. 0�5 u- BUT MAY NOT BE LIMITED TO CURBS, MANHOLES, VALVES, METERS & FIRE HYDRANTS, 3. FITTINGS FOR P.V.C. PRESSURE PIPE AND D.I.P. SHALL BE OF DUCTILE IRON, MECHANICAL USING MECHANICAL TAMPERS TO I )OX MAXIMUM Z ETC. THE CONTRACTOR IS ADVISED TO UTILIZE BOTH THE PLAN VIEW AND DETAILS TO JOINT, CEMENT MOTOR LINED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL 5. BACKFILL TO BE COMPACTED ALON' THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ACCURATELY CONSTRUCT ALL PROPOSED IMPROVEMENTS. COMPLY WITH ANSI/AWWA C110/A.21.10 AND C111/A.21.11. ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO \,IN -SITU IL TO BE PROOF -ROLLED FOLLOHINS 4. INSTALLATIONS OF WATER LINES SHALL BE IN ACCORDANCE WITH ANSI/AWWA C 900 (MANUAL CONSTRUCTION MATERIALS AND EQUIPMENT STORAGE T-99� 44 5TRIPPIN6 AND PRIOR TO PLACEMENT OF M23) FOR P.V.C. PRESSURE PIPE, AND C 600 FOR DUCTILE IRON PIPE. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING BACKFILL 4 .< BASE MATERIAL CONSTRUCTION MATERIALS AND EQUIPMENT TO BE STORED ONSITE 5. ALL WATE_R MAINS 10" IN DIAMETER AND BELOW TO HAVE MINIMUM COVER OF 36". ALL WATER SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY MUST MEET ALL MAINTENANCE OFTRAFFIC DETAILS/SPECIFICATIONS MAINS 12" 11114 DIAMETER TO HAVE MINIMUM COVER OF 36" UNLESS OTHERWISE NOTED. AS DETERMINED BY AASHTO T-180 ------ 18"0 (-.'ONC. FOOTER SPECIFIC ATION5- APPLICABLE. SHOULD SUFFICIENT SPACE TOSTORE EQUIPMENT NOT BE 6. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL 1. CONTRACTOR TO STRIP HINIHM 6" HITHIN LIMITS OF ACCESS ROAD / TURN -AROUND AVAILABLE ONSITE, CONTRACTOR SHALL MAKE PROVISIONS TO STORE SEWER WILL BE 20' OF EITHER CAST IRON OR CONCRETE ENCASED MTRIFIED CLAY PIPE, SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95X MAXIMUM DENSITY AS AREA AS 5HOM PL16 MIN. 6' MHEB ALL SIDES. STRIPPIN65 TO BE DISPOSED OF BY MATERIALS AND EQUIPMENT OFFSITEIN A MANNER MEETING PROJECT CENTERED ON THE POINT OF THE CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A DETERMINED BY AASHTO T-180. CONTRACTOR. STRIPPIN66 MAY NOT BE USED AS FILL ON -SITE. 2. ALL MATERIALS AND METHODS OF CONSTRXTION SRALL MEET THE SPECIFICATIONS SPECIFICATIONS. SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS 180$ UNDER T�4E " STANDARD SPECIFICATIONS FOR THE ROAD AND BRI06E CONSITAr-TION" 13Y THEFLORIDA Or-PARTI-ENT OF TRANSPORTATION. 7. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6" 5. TESTINS. AN INDEPENDENT TESTIN6 FIRM %4ALL BE RETAINED BY THE CONTRACTOR TO CONSTRUCTION NOTE VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY 8. MINIMUM COVER: UP TO 8" PIPE I's 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND PERFORM TESTIN6 ON THE 13A-c-E C-01JRSE AS FOLLONS - THE ENGINEE-R. LARGER PIPE IS 48' COVER. 15A�c 5E . DENSITY TEST BASED ON I TEST PER 10,000 SF OF BASE. CONTRACTOR TO BE AWARE AND USE CAUTION WHEN WORKING NEAR 8. WHERE %hATER AND DRAINAGE PIPES CROSS NTH LESS THAN ONE FOOT VERTICAL CLEARANCE, BOLLARD DETA IL OVERHEAD POWER LINES. THE WATER PIPES SHALL BE 20' OF CAST IRON PIPE CENTERED ON THE POINT OF CROSSING. 9. MANUAL. AIR RELEASE VALVES SHALL 13E INSTALLED AT ALL HIGH POINTS ALONG THE WATER �5 jim,� S*t% Lt,cfli %xAl'ER & wAs,rEWATER co(IN1111 TYPICAL TRENCH DETAIL (N. T. S.) TYPICAL STABLIZED ACCESS MAIN WHERE SHOWN. 10. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, DISINFECTED, AND CONSTRIA1111JON ROAD & TURN -AROUND SECTION BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS G-5 STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. ISSUED FLOM CONSTRUCTIO"IN 11. HYDRos,rATIC TESTING (PRESSURE AND LEAKAGE TESTS) SHALL MEET THE REQUIREMENTS OF (N. T. S.) THE ANSI/AWWA C 600. 12. DISINFECTIONS OF WATER MAINS SHALL COMPLY WITH ANSI/AWWA C 601. C 0" NS TRU(C"T ION DETAILS Lm E� & mm" A MONL�R, INC. AMmM --'-M M C f It L K 1M_,111@nVM @@U111TT11V1 93qnWn@9 &ngzR� U Title to oil documents which bear the copyriqht of Nosteller & Noler, Inc. is vested solely in Mosteller & Noler, Inc. These AEVIE�.i_&J" FOR CODE COMPLIANCE 02AWN SCG OC EHM @@ r\n@U[LVar\n/�:� r=3r\n /;Z� 0 r\n R r= M, @ nu Emu n I;RLru n M 19 K [�� P F\11 g3 Efr ET n @ documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition I ST. LUCIE COUNTY BOCC CHE-CKEO EHM PATC- 9/25/20 of these documents by anyone is expressly 165-1--' 27th 5TREET, SUITE #2, VERO BEACH, FLO00A, 32q6O FOR prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyr4ht 11/04/2021 5CALe- AS SHOWN 5 oF 7 NO. DATE vesc�FTTO% ORIAPIP (772) 567-5300 FAX (772) 7q4-1106 CERTIFICATE OF AUTHORIZATION NUMBER 4204 ON's ME M % IL U 11LAF %:PTm LUCIE 0 OU N T Y 0 OT Lm I T DEmp"To Low. @2021, MASTELLER & NOLER, INC. k C- vis IE A R L H "m P.E.__FL#26650 =C-C-r No.: 20020 ST. LUCIE COUNTY FLORICILL —__ - UNION . .. . ... ... .. . ...m .. ,.tt,M, " RPZ MIN. LENGTHOF PIPE (FEET) TO BE RESTRAINED ALL VALVES SHALL HAVE4" 1 2" SS BALD. VALVE —V PIPE NIPPLE Ac FLO PREVENTER O RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, V7.0.1 CONTINUOUS TRACE WIRE 4" / (SOURCES: EB�a IRON R � , INSTALLED UNDER A BOLT FINISH GRADE PRESSURE GUAGE 6 PIPE NIPPLE �. I ? 0-1OJJ .PSI. PIPE SIZE AS FOLLOWS. t=11�5T LOOSEN . , ,.. { .� , } R - , , , � r —1 1 LOCKING VALVE � LOCKING CORP STC}P LO KI , CONCRETE: COLLAR R LINE AT PROPERTY CCI�rIEI� _ , FITTING TYPE �,w 6" 8" 1 C1" 12" 16'" 2D" 24" BOLT, THEN STRIP 3 MIN., a, ° I PUT WIRE UNDER BOLT .t,- .' „�� cv ::.' � t � .. WRAP ONCE AROUND BOLT '� 1 1/2 FIRE H051W 90" MORIZ. BEND 21 28 37 37` 43 55 "66 76 " � SEE DETAIL ABOVE)- __.. � s � I __ ....... " { FENCE THREAD w CAI 45 HORIZ. BEND 9 12 16 16 1 S 23 28 32 1 MST, WRAPS. �, � , . � FOR METER SEE NO E � � l CONTINUOUS 1 O' THWN IZ. EIEN � 6 8 8 9 11 13 � " <. 22,5 HOR DO NOT CU R COLOR —CODED -- CODEt3 SERVICE TUBING rr e`"�.-_ T WI E d TEE W' WITH 1 fj MM/Iw BIB " MULTI STRAND TRACE M L I TRA 1 5 H Z, BEND 2 4 5 g i)UAL CI�IECK ALVE 9.2 ORI TIGHTEN BOLT AFTER ------�_� "� l , • 1 TC} SHALL BE POLYETHYLENE , GUSHING' I2 WRAPPING TRACE WIRE WIRE, ; 19 27 35 35 41 53 � � �.. PIPE SUPPORT WIT I �. E BOLT. , MOUNT BRONZE DISC W AROUNDTHE M � � � 1 1 2 PIPE, '� '� BRASS P, TY SEE DETAIL f FS VALVE NOMENCLATURE 4 ........�i�.�'� .� ,� �' 00 8 10 12 14 1'$ 22 25 � 1' 2 � �'` .. .............w. { �� .f,,,,�COVER ,�; �.. I3E D tt _ - INCULDihIG SERVICE TYPE TRACER WIRE,,----,,t 1 17 1 �' ' Q 2J3 31 36 22. V T. E (WATER, SEWER, REUSE) VALVE OWFSf HALF HITCHU HALF HITCH ON � i R TYPE (CV, GV, BV) AND 3m' fc+�' 3 4. 6 7 :9 1:.1 12 : D C p� _.. DOUBLE STRAP TAP V BEHIND EACH EACH SIDE OF F. DIRECTION AND NUMBER OF SADDLE TAPPED MIN, BELL ........,,,N ALL VALVES . Q�^ 5 7 9 9 ' 11) 1.3 1+~ 18 : ;-I TURNS TO OPEN >....�--� HEAVY ,,��rr DUTY C.I.COVER py MARKED _ � 2. PV PIE SLEEVE 11n/.Ly�' "��+V #1# F. GRADE ri. G:tY #I�V! S 4:'VVV Eft 1�'iARKG� r V r,7E : ,••.• FINISH = A�A TI I Da3 R' 6 POUF CONCRETE TO !HATER , SEWER OR "REUSE" _, I � ' OR BOND BLEAKER 1 2 2 3 3 4 5 � `t GRADE AND SHALL HAVE BOLT DOWN' ► S 1JR ✓. ,.. e ,... DEAD END INLINE ALVI= 4>' 63 83 84 ' 99 122 1 9 � ..... _ ER BO .' FITTING ., , � .a. ,TOP OF PAVEMENTCOVER'.. IN TRAFFIC AREAS4X 0 2T1 6 X 0 1B` 45..11j2,.BALL VALVE wfMETER Bc1x SHALL ,�,BE LOCATED OUTSIDE CONC. AREA X— �--9 38 6 1D rI IWN t uLTi S . , ;: ��CCRP STaP 1i?" m 1 32 s 65 _, CONDUCTOR COPPE,_ METES BCx To BE T(7 ME1ER LOCATED IN GREEN AIL OF__THREE (3 WIRE u 2 PLUG STYLE` CURB STOP BOX12 0 1 25 53 61 79 — �7 . (2) 3 CLOSED TIES Q:G, SUPPLIED BYAREA UrSIDE PENCEf� AREA�g C 16 1 9 42 52 72 107 _ — WIRE SPLICE � �.. � � �n.__.. 2" FROM TOP I ___ CONTRACTOR.SEE RCS II i0- J� 1 1 29 42 64 101 133 — �. � y BRAN SPLICE AT ALL TEES HEAVY DUTY C.I. ADJUSTABLE LIST. APPROVED rcPI�pDUCT r_. PIPS 24 0 1 1 15 32 ' 5595 128 158 ' _ _ m I HYDRANTS & SERVICE VALVE BOX (INSIDE SCREW TYPE) CONTINUOUS 10 GAGE FENCE FIRE 6 X 0 33 — - — _ �. _ _ TAPS SQUARE NUT STRANDED COPPER WIRE' Tom`— STD. STAINLESS STEEL,, --�. TERMINATING' IN CURB STOP BOX I� X f� 60 35— _.._ a VA BOX SHALL ST' ON .,_ VALVE B H R 1. MIN _SEIr�IICE LINES SHALL BE 5 FOLLOWS. MINIMUM F I " _ IN PAD H F LL WS 1 MIN M M FOR SINGLE AND DOtiBI�' F ITCH A ALL SERVICE HALF H T WRAP PIPE fil-I 1 0 - �► 13 61 33 _� r � W 4 1 1 I�, NOT �? V LVE STONE, E N N A2lJ �p 5EiliCES HERE METER SItE IS 5 MINIMUM FOR SINGLE AND DOABLE SERVICES' S.S.S � UNIST T LAI��ER � _ ,�,. �.: _ TAP a 8c EACH ENS OF ALL I p 12 0 101 85 62 29 " FITTINGS COMPACTED 1 DOT NO. 89 WHERE DETER SIDE IS 1 31 S.S. AT U-0LTS RESTUNT 16 0 138 126 109 75 54 - � � i . �' 1 � � 1 I ter x Ek r- , a ,,.._.m ,.... " A AY F A STONE 6 MIN DEPTH)- 0 96 54 A,�Is 2i�' 171 161 i 48 113 , ,, 2': COMPRESSION FITTINGS SHALL F` I N FITT MAL BE SUITABLE OR TUBING USED AND REQUIRE METAL S;S. t { 1 4 CHAMFER n _ ' WIRE 5P . � _ ___ �., ,._. � POST SASE ; ? $� I.I , 24 �s120111941183114611321`98 54 � APPROVED MECHANICAL INSERTS. �" JOINT VALVE (ALL AROUND) NOTE .> 3. DOUBLE SERVICES REQUIRE "U" :BRANCH WITH ANGLE CURB STOPS. ,;;' , ELEVATION x- �,�6" STAINLESS STEEL WEDGE N CONDITIONS: ARE D UPON THE FOLLOWING INSTALLATION TI 1, THE DATA. IN !`FIE ABOVE TABLE BASF._ P _N l £' 4, TUBING SHALL f3E' MARKED WITH SIXI, MANUFACTURERS NAME, VVs+"ORi�iNG PRESSURE, TYPE CONC. ANCHORS NATION SANITATION FOUNDATION APPROVAL, A,S.T M.SPECIFICATIONR 5 P BURY ,� AL P AND PRODUCTION SOIL SP TEST PRE5 LIRE 1. O PSI DEPTH. OF TYPE _ S OPERATING NUT IS DEEPER THAN 42 A STAINLESS STEEL EXTENSION WILL. 1, WHEN TOP OF OPER PIPE SUPPORT" DETAIL. TRENCH TYPE--3 SAFETY FACTOR— 1.5 (4"-8". 2 5 ; 10'" AND LARGER: 3) J BE REQUIRED TO BRING OPERATING NUT 12"' BELOW FINISHED GRADE, A STAINLESS STEEL CODE'. TUBING SHALL HAVE AN OUTSIDE DIAMETER EQUIVALENT TO THE OUTER DIAMETER MINIMUM PIPE LENGTH ALONG TEE RUN-5' VERTICAL OFFSET-3' CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED, OF COPPER TUBING. Q 1. TRACE WIRE IS REQUIRED ONALL PIPE AS NOTED BY DISTRICT AND THE 5: ER" T SERVICE LOCATOR WIRE SHALL BE LAID HE T ER VIC IN T TRENCH WITH ALL. SERVICES, CONNECTED .�. '. SHALL : ANTED FEDERAL SAFETY BLLIE. FOR WATER MAINS GREEN FOR SEW , C PIPE. , COVER SH LL BE PAINTED . TO DUCTILE IRON AND PVC P ' LENGTHS APPLY T T LERDETAILS. 2. H RESTRAINED PIPE _EN YA I�i STANDARD THEENGINEER. AND SNOW_ IN ST t [� [-�'+g � �jr ��+ TO MAIN WIRE AN WRAPPED AROUND . SERVICE -.I. j"a {jJ { �/�' GRADE (] J"� �'+�j� [j�"' *�^ �4 SHALL j� "'�L�^ MAINS AND Pu'RPLE FOR RECLAIMED. MAiNSr HE W D ED C3 D THE ER .ICE P.PING OR TUBINGr. MIRE FO.R ]... ALL ABOVE GRADE .PIPING y71-i%S� [7 �r BRA�e FI �:. iIN4:i� : BE BRONZE. POTABLE WA TER TER :.1�1i4LL B. BLUE IN COLOR. [* PIP 51-1A [y ADDED V .['.XTEND. THE VALVE L?S1X A e. RISER E SHALL BE D E T {.- 3. ALL JOINTS BETWEEN' UPPER D LOWER BENDS SMALL. BE RESTRAINED. 2. 'INCLUDE ALL COST OF MATERIAL & LaeJ�R IN PRICE OF PIPE,. 3 C9t}I} P.V.C..:, OR D.I.P. �. ALL JOINTS SHALL ICE THREADED, REQUIRED. 6 DISTRICT APPROVED METER AND CHECK VALVES SHALL B FURNISHED D E F RN S E=D BY DEVELOPER TTI S. �. p D FIT TINGS. O BOTH SIDES OFVALVES_AN _ _ S'- (� 5 AP Y O I E N _ _TH S D IJ O ALL TRACE WIRE TO TEST I LENGTHS L T_ PIPE FOR CONTINUITY ITY F T 4.RESTRAINEDPPE E TH_3. CONTRACTOR IS RESPONSIBLE N G OF PAVEMENT E N MARKERS RPM SHALL BE 6 FROM THE EDGE PAV M T A PER 4. REFLECTIVE PAVEMENT 3» MIN. 24 CLEARANCE A W LF,A C BETWEEN R� B CKF P R O A REQUIRED. AND DELIVERED TOT 6 DISTRICT'S S E E LO REVI�NTE AND CONTROL PANEL R Q_ M C WAREHOUSE FOR STORAGE AND SU BSEQUENT ENT T PRESENCE OF THE DISTRICT. Q DURING START UP IN THE PRESEN SPECIFICATIONS. "BLUE", SEWER RPM S "GREEN" AND DOT INSTALLATION SPEC;fI"fCATI N WATER RPM S B R INSTALLATION BY THE DISTRICT. C. 4 THREADED OF CORPORATION STOP A T 5. .ALL CONNECTIONS OF MDPE PIPE TO PUSH —ON —JOINT PIPE EG. PVC, DIP, .ET } RECLAIMED WATER RPM S PURPLE.... MR Ai�I=A`s` RATON S C7 AND OTHER FITTINGS SMALL BE SPIRAL WRAPPED SHALL BE RESTRAINED AS DEAD ENT) WITH TWO WRAPS OF TEFLON TAPE. _ ,,. r»�, y •..; ..: S`J'. t,J;JwJE t1�)ii'J„y:> W l.t VALVE SE1 I� WATE R r� rJt�11.1�'� J ..tJ.t.{ Co(Ji 1 I.t II. t � I i t.. (,4)t t 1 , .� �.. 1, t ,1L t \tl- t . is t,. a , t n, . _ . .. ,. ... DETAIL GSA VALVE) .� .. _ � .; A5W[)J� N 19RAhI7` .,, . � iiE L IW V L E . a , . UV W �' ,, .. . y^o SERVICE EC � ., � CtJNN TTt71'�I DETAIL RESTRAINED I TI2rAGf: WIRE C � , , rra)1'� i Ji iJ J Itl i t �� 1 i � `� I �.. � t Ia # i4 .� i L,li c�z 1! �'s WIT, t�,.� J L 1 41 e1 t J�fi �.1 N,11 _t_t I�11 11.. x t4 �l �i l t. t�,A 18_.1 , I t„1i t l,,lt " a DETAIL 51Ji OR 1;,AAE7"ER _ SCHEDULE 57iY l7ri.tl) m,,:. , , t.i7'isittt.f<JJ{7\ t.fE:O+ifttt.ilti mr.i ,w r.,l1i�,IIIL:t>11tJ!, Cili�� 1�t,C�1°il�l`3 , , ., oaaE�+PR�vE�: mecera�a,s o�.,wrm wuw�eER: ", t:iM L"Jwii2US , STANDARDS t_ a ays � �,a awwxwo way: t3_g ,$ —13 w� ems` ox �,3e Sec W-7 crae arrW#M acmMols INVAW MAOft 5-21 REVIEWED FOR CODE COMPLIANCE T, LUCIE COUNTY BOCC 3UED FOR" UTILITY ........... . . . . . .... Title to all documents Which bear the PRAWN SCG INCO �� �j@ @ 1WU n ® solely t of Hosteller & Noleoler, Inc. is vested EHIV) MAST Ez L L ER & MOXER, �`l,'`J,/J j� II�JI IL„J�-.u( ILJ,,:,,�'�j solely m Hosteller & Haler, Inc. These DESIGNED documents are provided to the owner solely ►� connection with this project. Any other use ��rn(���[I �r QM (�� I��II I�+_I�r'r1 ^ d ® p ® n n [n� %� re reuse of these documents is any CHECKED EH� 0 W�:J L� If LtV�°".J I�LI�I�JLllllv\JI ILf®L!1 ® a ® ��J I , _O / \ J j reproduction, display, sale or other disposition PATE I�I/�l IIIJJJ LLrr—�ii �, �/ 9/25/20 of these documents by anyone �s expressly 1655 27th STREET, SMITE #2, VERO BEACH, FLORIDA, 32(160 prohbited without consent or Nosteller &(7-72) 567-5300 / FAX (772) 7q4--1106 To U C I SCALE N.T.S NO. DATE DES TION DR/APP Ploler, Inc. pursuant to the Federal Copyrpht 1 /04/2021 Low. ti_. SHEE7 � OF % 21 VI TUN CERTIFICATE OF AUTHORIZATION NUMBER 4204 ST. LUCK COUNTY FLORIDA °�°�'' MASTELLFP & MOLER, INC. L N .` ` M �4 T' -LLE F L 2 PRoJECT No.: 20020 LAST REVISION 11101117 NO. I PATE SYMBOLS Work Area Lane Identific + Direction of Traffic ME Work Area Offset zone. a. Behind an existing barrier, b. More than Z behind the curb, c. IY or more from the edge of travel way, GENERAL NOTES I. If the work operation texcluding establishing and terminating the work area) requires that two or more work vehicles cross the offset zone in any one hour, traffic control will be In conformance with Index 102-602. 2. No special signing is required. 3. When a side road Intersects the highway within the work area, additional TTC devices shard be placed In accordance with other applicable TCZ Indexes. 4. When construction activities encroach on a sidewalk refer to Index 102--460. 5. For general TCZ requirements and additional information, refer to Index 102-600. FY 2019-20 STANDARD PLANS CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEIR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2' BEHIND THE CURB, OR 15` OR MORE FROM THE EDGE OF TRAVEL WAY. i TWO-WAY, ►r 1 • CC)N LTING ENGINEERS SHEET 1 of 1 4 h �i SYMBOLS Work Area ■ Channelizing Device Work ZoneSign CR Required Locations For Either Temporary N. Or Permanent Curb Ramps. Lane Identification + direction of Traffic Pedestrian Longitudinal Channelizing Device (LCD) with Mounted Work Zone Sinn or separate Work Zone Sign • Pedestrian Longitudinal Channelizing Device (LCD) Temporary Sidewalk 1. When encroaching work requires a sidewalk closure for 60 minutes or greater, provide an alternate pedestrian route. 2. for spacing of vehicular Channelizing Devices, see applicable vehicular temporary traffic control lndexes. 3. Cover or deactivate pedestrian traffic signal display(s) controlling closed crosswalks. 4, for post mounted signs located near or adjacent to a sidewalk. maintain a minimum 7' clearance from the bottom of the sign panel to the surface of the sidewalk. 5. Provide a 5` wide temporary walkway, except where space restrictions warrant a minimum width of W. Provide a Y x Y passing space for temporary walkways fuss than 51 in width at intervals not to exceed 200', 6. Provide a cross -slope with a maximum value of 0.02 for all temporary walkways. 7. Maintain temporary walkway surfaces and ramps that are stable, firm, slip -resistant, and free of any obstructions or hazards such as holes, debris, mud, construction equipment„ and stored material. 8. Remove temporary walkways immediately after reopening of the sidewalk, unless otherwise noted in the plans. 9. Meet the requirements of Index 522-002 for temporary curb ramps, 10. Place pedestrian longitudinal channelizing device(s) across the full width of the closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, place LCds to delineate both sides of the temporary walkway. 11. For sidewalk diversions, ensure that there is sufficient R/W for placement of temporary sidewalk and pedestrian longitudinal channelizing devices. U$E OTHER SIDE J I T CR n n lUF ROAD IVI [EIS OE -_ OR AHEAD CROSSWALK CLOSURE AND SIDEWALK DETOUR' SIDEWALK DIVERSION PEDESTRIAN DETOUR LAST DESCRIPTION. FY 2020-21 INDEX SHEET REVISION PEDESTRIAN CONTROL FOR. CLOSURE OF SIDEWALKS 11101117 _ STANDARD PLANS 102-660 ] of I I- E ST. LUCIE COUNTY ST. LUCIE COUNTY UTILITY DEPT. FIXOTS, Title to all documents which bear the copyright or Mosteller & Moler, Inc. is vested solely in Hosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse or these documents or any reproduction, display, sale or other disposition or these documents by anyone is expressly prohibited without consent or Hosteller & Moler, Inc. pursuant to the Federal Copyright Low. ©2021, HASTELLER & HOLER, INC. ' ' • �' \• p 1. THE CONTRACTOR SHALL NOTIFY THE FDOT A MINIMUM OF 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT MOT PLAN TO FDOT STAFF FOR REVIEW AND APPROVAL MINIMUM ONE (1) WEEK PRIOR TO BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 102-602 FOR ANY WORK LESS THAN 15 FEET FROM THE EDGE OF PAVEMENT. 3. THERE SHALL BE NO EXCAVATIONS LEFT OPEN WHEN WORK IS NOT ACTIVELY BEING PERFORMED. 4. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE THE EDGE: OF PAVEMENT. ONE —LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 102-603. TRAFFIC ENGINEERING SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY LANE CLOSINGS. 5. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II BARRICADES WITH FLASHING LIGHTS 6. CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR DRIVEWAYS. 7. ACCESS TO PROPERTY OWNERS AS WELL AS EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 8. THIS PLAN IS INTENDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE FDOT FOR REVIEW AND ACCEPTANCE PRIOR TO COMMENCEMENT OF CONSTRUCTION. MOT PLAN SHALL COMPLY WITH THE FDOT DESIGN STANDARDS INDEX 102-600 SERIES AND THE MUTCD, LATEST EDITIONS. ISSUED FOR CONSTRUCTION DRAWN SCG DESIGNED EH CHECKED EHM DALE 9/25/20 SCALE N.T.S SHEET 7 air 7 PROJECT NO.: 20020 7nl "I Mel DESIGN CRITERIA V t- FLORIDA BUILDING CODE, -Ith EDITION (2020) BUILDINGS z (D DE516N CRITERIA PER A5GE 1-16 .p ULTIMATE WIND SPEED RE610N, V(ult)......................150 MPH C N 0� N N NOMINAL WIND SPEED REGION, V(asd).................... I16 MPH z w C cv) DESIGN HEIGHT < 15 FT W > a RISK CATEGORY I LJJ -r— Q O 12" THICK GONG. 5LAB EXPOSURE G z "- r\ GUST EFFECT FACTOR W/ #5 @ 12" O.G. E.W. (T4B) Gf = 0.85 ; M N ON COMPACTED SOIL. FORGE GOEFF FACTOR Gf = 1.45 �:J z C))OM N LO a C:) O0 SCOPE OF WORK u J C+- N O N #5 g0GARNER LAP BARS I. 5GOPE OF WORK 15 LIMITED TO A REINFORCED CONCRETE 5LA�B ON GRADE FOR NEW GENERATOR. N W/ 30" LAP (T + B) TYP, > STRUCTURAL NOTES C I I. CONTRACTOR 5HALL VERIFY ALL DIMEN5ION5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY U 015GREPANGIE5 PRIOR TO GONSTRUGTION. a FOUNDATION This drawing and design as shown Is I. FOUNDATION5 ARE DE516NED BA5ED ON PRESUMPTIVE SAFE AJ_LOWABL.E BEARING PRE55URE OF 2,000 P5F. the property of MI- Engineering, Inca 2. 501L5 SHALL BE COMPACTED TO g5% OF IT5 MODIFIED PROCTOR ACCORDANCE WITH A5TM D1551 15 or an ycon ent herrein without express OBTAINED PRIOR TO FOOTING PLACEMENT. consent or permission of this company 3. FOOTINGS SHALL BE PLACED ON COMPACTED 501L FREE OF ORGANIG DEBRI5. is prohibited, may constitute an i acts e- ment, and may be subject to legall action by MIL Engineering, Inc. CONCRETE I. CONCRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I. 301 "5PEGIFIGATION5 FOR STRUGTURAL CONCRETE FOR BUILDIN65" LATEST EDITION AND A.G.I.30 BUILDING GODS REQUIREMENTS FOR 5TRUGTURAL CONCRETE. 2. CONCRETE 5TREN6TH SHALL BE A5 FOLLOW5: 5LA55 4,000 P51 3/4" AG6R. 5LUMP 5" t 1" WC 0.5 3. REINFORGINC75TEEL SHALL BE IN ACCORDANCE WITH A5TM A615 GRADE= 60. --■ 4. THE MINIMUM CONCRETE GOVERA6E5 SHALL BE A5 FOLLOWS: GA5T A6AIN5T EARTH 3 IN5 EXP05ED TO FATHER 1 1/2 IN5 5 REINFORCING SHALL BE LAPPED 5PL I E �I 1­ 1/ AND TIED WITH THE FOLLOWIN(5 MINIMUM: 0 GENERATOR SLAB. PLAN #5 30IN5 LL NOTE5: 5GALE 1/4" = 1'-0" I. REFER TO 51TE PLAN FOR LOCATION: T/ SLAB ELEV. +21.0 NAVD. r, S 2. EQUIPMENT INFO: GENERATOR 4 FUEL WEIGHT = 20,000# 3. EQUIPMENT SHALL BE ANCHORED TO THE FOUNDATION SLAB IN AGGORDANGE W/ THE MANUFAGTURE REGOMMENDATION5. II v PROP05ED 6ENERATOR if ANGHORA6E TO 5LAB BY MANUF. 12" THICK GONG. SLAB A5 PER PLAN T/GRADE i SECTION LX 10 k 1.,Lvi LU LU • • • • • • • • U 5GALE: 3/4"= I'-O" 0 < LLS Cf� LLl oa LU ■ ri cn �z Lia REVISIONS: DATE: ISSUE DATE: 2-10-21 SPECIFICATIONS: Q U TELEPHONE/DATA T SYSTEM IREALARM/DETECTIONSYSTEM I MATERIALS IMATERIALST. I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE 38. ATS SPECIFICATIONS: AUTOMATIC TRANSFER SWITCH SHALL CONFORM WITH THE 2017 EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE, AND NFPA 110 LATEST EDITION of NFPA 110. ATS SHALL PROVIDE A CLOSED TRANSITION FOR 2. ON ALL ELECTRICAL PLAN SHEETS, E.G. "E-1", "E-2.1% ETC., THE TERM "CONTRACTOR" SHALL MEAN "ELECTRICAL CONTRACTOR", SOMETIMES ALSO ABBREVIATED AS "E.C.". MOTOR LOADS FROM GENERATOR POWER BACK TO UTILITY POWER UPON 5 MINUTE VERIFICATION OF UTILITY POWER STABILITY,. TRANSFER FROM UTILITY POWER TO GENERATOR POWER SHALL BE OPEN TRANSITION WITH A 90 SECOND DELAY ON SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE Q MANUAL PULL STATION Sa SINGLE POLE SWITCH j j AUTOMATIC TRANSFER SWITCH 3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS NORMAL SOURCE OUTAGE. ENGINE EXERCISER SETTINGS SHALL BE IN ACCORDANCE HEIGHT UNLESS OTHERWISE NOTED. (SUBSCRIPT INDICATES ITEM CONTROLLED) OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. WITH GENERATOR MANUFACTURER RECOMMENDATIONS. THE UNIT SHALL BE C = ABOVE THE COUNTER OF DATA PORTS, DEFAULT = I CEILING SMOKE DETECTOR, PHOTOELECTRIC S3 THREE-WAY SWITCH ®f NON -FUSED DISCONNECT SWITCH, AMP RATING / # OF POLES NEMA I IF INDOORS 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. EQUIPPED WITH TRANSFER TES1 FEATURES WITH SEPARATE TIME DELAY SETTINGS. UNIT SHALL BE EQUIPPED WITH CONTACTS AND TERMINALS FOR SWITCH M = NUMBER TYPE UNLESS OTHERWISE NOTED S4 FOUR-WAY SWITCH ,AUXILIARY N =NUMBER OF PHONE PORTS, DEFAULT = I E =ELEVATOR WITH RECALL CONTACTS NEMA 3R IF OUTDOORS 5. CONTRACTOR TO PROVIDE AND INSTALL CONCRETE PADS ELECTRICAL CONDUITS POSITION ATS FAILURE AND LOAD TERMINAL VOLTAGE STATUS OUTPUTS TO THE L M DATA OUTLET, 8P8C I = IONIZATION S D DIMMER SWITCH FUSED DISCONNECT CONDUCTORS, CONDUIT SEAL -OFFS AND ASSOCIATED WIREWAYS FOR AND BETWEEN SITE SCADA SYSTEM. ALL WIRING TO BE TINNED, STRANDED COPPER. SEE SHEET > (1500 WATTS UNLESS OTHERWISE INDICATED) �I 30AR AR DENOTES AMP RATING OF SWITCH AN OWNER PROVIDED PUMP CONTROL PANEL AND LIFT STATION PUMPS, AND A E-4 RISER DIAGRAM FOR ADDITIONAL SPECIFICATIONS. w N PHONE OUTLET, RJ II DUCT SMOKE DETECTOR, SIMPLEX 4098-9686 OR EQUAL SF CEILING FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUAL 20AF AF DENOTES AMP FUSE SIZE VENDOR PROVIDED ATS AND GENERATOR AND OTHER DEVICES AND EQUIPMENT IN ACCORDANCE WITH THESE PLANS FROM A NEW FPL PADMOUNTED TRANSFORMER TO SA =SIMPLEX 4098-96$7 OR EQUAL WHITE COLOR MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS THE REPUMP STATION WELL AND TO THE EXISTING WWTP ATS, INCLUDING ALL M N COMBINED DATA/PHONE OUTLET, 8P$C/RJII SK SINGLE POLE KEY SWITCH SIZE # OF POLES OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. ® SUPERVISED CONTROL RELAY S3K THREE-WAY KEY SWITCH 30/3 COMBINATION MAGNETIC MOTOR STARTER, SIZE Ei OF POLES 3R 6. SPECIAL CONDITION I: THERE ARE TWO POINTS OF CONFLICT BETWEEN THE S4K FOUR-WAY KEY SWITCH 0 3 POLE UNLESS OTHERWISE NOTED WASTEWATER FORCE MAIN AND INCOMING ELECTRIC AND TELEPHONE UTILITIES. THE EXACT ELEVATION AND CHARACTER OF THE FORCE MAIN AT THE CONFLICT ® TELEPHONE OUTLET FLO R MOUNTED -(� DUCT DETECTOR REMOTE ALARM INDICATOR AND, S� SINGLE POLE SWITCH WITH SECURITY LOCKING KEY ENCLOSURE NEMA RATING. POINTS ARE NOT KNOWN. CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR TEST STATION, WALL MOUNTED 72 AFF, SLV LOW VOLTAGE SWITCH NEMA STARTER SIZE THESE CONFLICT POINTS WITH THE FORCE MAIN OWNER AND EACH RESPECTIVE TTB TELEPHONE/COMPUTER TERMINAL BOARD SIMPLEX 4098-9835 OR EQUAL nor- BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, UTILITY BEFORE FINAL CONSTRUCTION OF THE UTILITY CONDUITS. DUCT DETECTOR REMOTE A/V CONTROL STATION S M MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V SURFACE MOUNTED 7. SPECIAL CONDITION 2: THE CONTRACTOR IS TO PROCURE AND INSTALL A 112.5 KVA TTCTELEPHONE WITH TEST SWITCH, WALL MOUNTED 72 AFF, LEVITON 1121-2 OR EQUAL BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, 8. 480V:240/120V STEP-DOWN TRANSFORMER. SEE THE CIVIL ENGINEERING PLANS FOR ADDITIONAL SPECIFICATIONS. o TERMINAL C BINET SIMPLEX 4098-9842 OR EQUAL SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND FLUSH MOUNTED 9. NEW EQUIPMENT IS TO BE SUPPLIED BY 3 PHASE, 277/480 VOLT, FOUR -WIRE WYE F COMBINATION AUDIBLE/VISUAL PILOT LIGHT __� BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, SERVICE. SITE CONVENIENCE 120 VOLT POWER IS TO BE DRAWN FROM TWO SINGLE T-\ TELEPHONE SYSTEM RA EWAY NOTIFICATION DEVICE Sp SINGLE POLE SWITCH WITH PILOT LIGHT SURFACE MOUNTED POLE CIRCUIT BREAKERS LOCATED IN THE PUMP CONTROL PANEL WHICH CONTAINS z XXCD CD = CANDELA RATING, MINIMUM 75 CD PER FBC II-4.28.3(4) SR SINGLE POLE SWITCH CONTROLLING SWITCHED RECEPTACLE BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, 10. A 3KVA STEP DOWN CONTROL POWER TRANSFORMER. CONTRACTOR SHALL FURNISH AND INSTALL A PUMP TERMINAL CABINET SYSTEM Fort Pierce TELEVISION RACEWAY T STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS FLUSH MOUNTED THE INSERTION OF SEAL -OFFS IN THE CONDUIT SYSTEM BETWEEN THE PUMP Engineering, Inc. SS FIRE ALARM SPEAKER - CEILING MOUNTED SWp SINGLE POLE SWITCH WITH WEATHERPROOF COVER BRANCH CIRCUIT CONDUIT CONCEALED ABOVE' CEILING OR IN WALL. ------ CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS WELL CIVIL ENGINEERING PLANS FOR SPECIFICATIONS. Dependable Mechanical, Electrical & Phimbing Design ® TELEVISION OUTLET FOR ANTENNA WALL MOUNTED SPEAKER WITH STROBE SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) �,, e AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). II. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL L NON -ELECTRICAL TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, DISCONNECT Reg• No. 28173 TV TELEVISION SIGNAL WALLOUTLET XXCD - CD -CANDELA RATING � DUPLEX RECEPTACLE,5-20R UNLESS OTHERWISE NOTED BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, SWITCHES AND EQUIPMENT GROUNDS. CONTRACTOR TO PULL POWER AND CONTROL SS FIRE ALARM SPEAKER - WALL MOUNTED TO- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LACK UNDERGROUND OR UNDER FLOOR. CIRCUITS FROM THE PUMP WELL INTO THE PUMP CONTROL PANEL AND TERMINATE ALL ALL CIRCUITS THEREIN ACCORDING TO WIRING DIAGRAMS PROVIDED BY THE PUMP TV TV DISTRIBUTION SYSTEMRACEWAY /Jr -~� GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE. ,-'� CIRCUIT CONDUIT EXPOSED CONTROL PANEL MANUFACTURER. EATON # SGFD20 W. MOUNTED AT 48" AFF OR EQUAL 12. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED IN ® MAGNETIC LOCK FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED PROTECTION TYPE (TVSS) �I� - GROUND OR GROUND ROD AS NOTED THE "LIGHTING FIXTURE SCHEDULE" OR PLAN NOTES. CCTV CAMERA W/ CONDUIT TO VIDEO CD = CANDELA RATING SIP SURGE DUPLEX RECEPTACLE EMERGENCY BRANCH CONDUIT 13. PANELBOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER ,/'"EM`'`r BUS. JUNCTION BOX VISUAL SIGNALING UNIT, WALL MOUNTED PEDESTAL MOUNTED RECEPTACLE 14. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED PAN/ TILT) ZOOM CCTV CAMERA W/CONDUIT (NO AUDIO DEVICE) FLOOR FLOOR OUTLET BOX AND DUPLEX RECEPTACLE CONDUIT TURNING UP WITH A PERMANENT ENGRAVED ACRYLIC LABEL, WHITE LETTERS ON BLACK BACKGROUND, UNLESS A RED OR YELLOW BACKGROUND IS APPROPRIATE FOR P•2 TO VIDEO JUNCTION BO -MOUNTED MIN 15' -(� FIRIEMAN'S PHONE JACK WITH APPROPRIATE FLANGE. --sDN CONDUIT TURNING DOWN SAFETY CONSIDERATIONS. IDENTIFICATION ON THE LABEL MUST CONFORM TO AFF OR 9 CEILING MQ FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE THESE ELECTRICAL DRAWINGS. 315 South 7th Street TS SPRINKLER TAMPER SWITCH CONNECTION AND ONE COMBINATION W/ VOICE/DATA OUTLET FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES - ] CONDUIT STUB 15. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN THE PUMP CONTROL PANEL, EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC Fort Pierce, FL. 34950 PFax:772672-46376 SYNCHRONOUS MASTERCLOCK SYSTEM AND ONE COMBINATION W/ VOICE/DATA OUTLET CONDUIT CONTINUED 408.3(F). FS SPRINKLER WATER FLOW SWITCH CONNECTION r © PP POKE THRU POWER POLE �� FLEXIBLE CONDUIT EXISTING TO BE REMOVED 16. 17. ANY DISCONNECTS SHALL HAVE PAD -LOCKING PROVISIONS. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SHOWN AND/OR REQUIRED BY CODE. "GRC" "SCH "LFNC" o {� SYNCHRONOUS SYSTEM CLOCK FP -{� FIRE ALARM SYSTEM PRINTS : SINGLE POLE SWITGH/RECEPTACLE COMBINATION 18. CONDUIT FOR ABOVE GRADE OUTDOORS SHALL BE OR 80 PVC". S EXISTING TO REMAIN OR CORD AS SPECIFIED ON THESE PLANS SHALL BE USED FOR ANY REQUIRED E~- FATC MASTER CLOCK CONTROL PANEL ZONE ADDRESSABLE MODULE DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT FLEXIBLE CONNECTIONS TO MOTORS AND OTHER EQUIPMENT. (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) EXISTING AFFECTED BY THIS PROJECT 19. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE � ELECTROMAGNETIC DOOR HOLD OPEN DEVICE RECEPTACLE MOUNTED ABOVE DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN A-+ CL �� MASTER CLOCK SYSTEM CONDUIT AND WIRING DUPLEX COUNTER - -- - FUTURE APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS N0. I/O ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT �® NEW AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS � N H CONNECTION TO CLOSURE/ HOLDER COVER PLATE WITH SPANNER HEAD `CREWS MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS a LU - DOORBELL SYSTEM ELECTROMAGNETIC DOOR HOLD OPEN DEVICE DUPLEX RECEPTACLE WITH TOP HALL SWITCHED LIGHTING SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. w x H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR � GFCI RECEPTACLE (EWC DENOTES ELECTRIC WATER COOLER. COORDINATE WITH EWC 20. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL CONDUCTORS SHALL BE COPPER. � `� Uj 0 o � o - -�•� DOOR PUSH-BUTTON STATION O CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE EWC INSTALLER FOR MOUNTING HEIGHT) LINEAR OR STRIP FIXTURE 21. COLOR CODE FOR 120V Io 3 WIRE SYSTEM SHALL BE: BLACK, WHITE, a GREEN. z WP = WEATHERPROOF INDICATED. FIXTURE -{-A COLOR CODE FOR 480Y/277V 3o SYSTEM SHALL BE: BROWN, ORANGE, YELLOW, � �! � v w w GFCI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. DESIGNATION LAY -IN TROFFER FIXTURE GRAY R GREEN. a F-- C0 DB DOORBELL CHIME (SELF CONTAINED) � BEAM DETECTOR - TRANSMITTER WP GFCI RECEPTACLE MOUNTED ABOVE COUNTER CIRCUIT----+-2 a- LOWER CASE LETTER INDICATES LIGHTING CONTROL 22. MOUNT SWITCHES A MINIMUM OF 24" ABOVE FINISHED GRADE OR WALKING SURFACE, UNLESS OTHERWISE NOTED ON DRAWING. GANG SWITCHES WHEREVER POSSIBLE. � � w N 0 w LO a rn RM4 BEAM DETECTOR - RECEIVER NUMBER LAY -IN TROFFER FIXTURE 23. OUTDOOR SWITCHES SHALL BE WEATHERPROOF 120 VOLT 20A INDUSTRIAL GRADE: � � � � � v o w To - } "' DB DOORBELL SYSTEM CONDUIT AND WIRING FACP GFCI DEAD-FRONT/BLANK FACE GFCI, EATON SGFD20 OR EQUAL DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. UNLESS OTHERWISE NOTED. FIRE ALARM CONTROL PANEL. 24. RECEPTACLES SHALL BE LOCATED A MINIMUM OF 6" ABOVE FINISHED FLOOR OR FATC FIRE ALARM TERMINAL CABIPJrT TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER WRAP AROUND OR SURFACE MOUNTED FIXTURE. WALL MOUNTED VANITY OR CLOSET FIXTURE 25. WALKING SURFACE TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WEATHERPROOF PVC, UNLESS OTHERWISE NOTED. RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH THAT THE W � DOOR CONTROL SYSTEM - - MOUNTED ABOVE COUNTER GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. RECEPTACLES WITH C)w FAAP FIRIE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED C CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT EXTERIOR WET LOCATION WALL MOUNTED FIXTURE METAL COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS ®� U D OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E). CEILING OR SOFFIT MOUNTED DOWNLIGHT FIXTURE MOUNTED UP UNLESS OTHERWISE NOTED. ELECTRICAL ABBREVIATIONS aI N N MO MOTION DETECTOR 360 F _ FIRE ALARM SYSTEM CONDUIT AND WIRING PENDANT OR BAY FIXTURE 26. 27. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R. COLOR SHALL BE WHITE. ELECTRIC MOTORS SHALL COMPLY WITH THE ENERGY POLICY ACT OF 1992. _ __-__ � Q w o 0 ISOLATED GROUND DUPLEX RECEPTACLE, WHERE APPLICABLE PER FBC TABLE 505.7.5. AFF: ABOVE FINISHED FLOOR MBJ: MAIN BONDING JUMPER W w 0 a - 0 CO 0 CR CARD READER -(� FIREMAN'S ELEVATOR WARNING LIGHT IG (ORANGE DEVICE) WALL WASH FIXTURE 28. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. AEG: ABOVE FINISHED GRADE MH: MOUNTING HEIGHT ,�- LL _j d 0 z ® DIGITAL KEYPAD KB KNOX BOX -LOCATION TO BE COORDINATED WITH THE AHJ DUPLEX RECEPTACLE NOTE: ACCENT FLOOD LIGHTING - AIMING AS INDICATED 29. 30. CONTRACTOR SHALL CONNECT PUMPS AND OTHER EQUIPMENT. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED UPON E.C.: ELECTRICAL CONTRACTOR MTS: MANUAL TRANSFER SWITCH EGC: EQUIPMENT GROUNDING CONDUCTOR N: NEUTRAL �, w Z C0 _ r z to °' z ® BALANCED MAGNETIC DOOR CONTACT - TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE EXIT LIGHT FIXTURE COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE EOR: EDGE OF NEW ROADWAY OE: OVERHEAD ELECTRIC � 0 � F o `� PAGING SYSTEM & BACKIaROUND MUSIC CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND - DIRECTION ARROWS AS SHOWN CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE, FCA: FAULT CURRENT AMPERES R: RECEPTACLE LOAD FM: WASTEWATER FORCE MAIN T: TELEPHONE LINE < z OU Q o "' o LU 0 0 w ± INTERCOM S STEM o SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED (SHADED QUADRANT INDICATES FACES) OF FIXTURE) LOAD BALANCE, GROUNDS, SHORTS AND TO INSURE SATISFACTORY OPERATION AND GC: GROUNDED CONDUCTOR TB: TERMINAL BOARD U � N w L1, WALL MOUNTED EXIT LIGHT FIXTURE CONFORMANCE TO CONTRACT REQUIREMENTS. GEC: GROUNDING ELECTRODE CONDUCTOR UE: UNDERGROUND ELECTRIC w �' w o 0 0 S� LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ ASTRONOMIC TIME SWITCH ABLE TO RETAIN PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER COMBINATION EXIT/EMERGENCY LIGHT FIXTURE W/REMOTES 31. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED GFCI: GROUND FAULT CIRCUIT -INTERRUPTER LION: UNLESS OTHERWISE NOTED IBT: INTERSYSTEM BONDING VAPOR O O z 0 � a- a z SUPPORT TRUSS. (CEILING MOUNTED) BY THE CONTRACTOR(S) AS PART OF THIS CONTRACT. TERMINAL VP: PROOF Cr Iz a_ Q D_ '- < a U) IC � MASTER STATION W =WALL MOUNTED FOR A PERIOD OF AT LEAST 10 HOURS. POLE MOUNTED AREA LIGHT FIXTURE WITH ARMS AS SHOWN 32. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES L: LIGHTING LOAD W: WATER PIPE C = COUNTER ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH ON DRAWINGS OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION M: MOTOR LOAD WP: WEATHER PROOF ENGINEER SEAL D = DESK ® LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ ® GROUND BAR PB ELECTRICAL PULL BOX 33. (AHJ), WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE - _-- ' W = WALL MOUNTED ENCLOSURE FOR EXPOSED CEILING AREAS TRACK WITH TRACK LIGHT FIXTURE (TR'IANGLES CONTRACTOR SHALL Digitally ,,1*or "r''�, fir H = HAND SET TYPE W = WALL MOUNTED PLUG-IN STRIP WITH RECEPTACLES, 18" O.C. UNLESS INDICATE QUANTITY OF LIGHT FIXTURES) PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A SINGLE -LINE DIAGRAM OF THE Signed by ,�� I. ..•••..rq -� 0, -*** E1Vd- •€�Z�+,�� HF = HANDS FREE ED BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) �, . WP = WEATHER PR00 HORN/TRANSFORMER FOR HIGH NOISE AREAS OTHERWISE INDICATED ELECTRICAL DISTRIBUTION SYSTEM AND PLANS INDICATING LOCATION AND AREA This item has been electronically Y� C „�`'•"` No 6158o LINDER GROUND CONCRETE ENCASED DUCTBANK BATTERY PACK WITH TWIN HEADS (WALL MOUNT) SERVED FOR ALL DISTRIBUTION. IF PROVIDED WITH COMPLETE FIELD MARKUPS ON signed and sealed by TimothyC.Timotny Trewyn, PE, using a SHA-I +~#+ *,� •;' IC INTERCOM SYSTEM SPEAKER _ THESE PLAN SHEETS, THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID authentication code. Printed Trewyn .� W = WALL MOUNTED PAEC PAGING SYSTEM EOUIF'MENT CABINET Q JUNCTION BOX LIGHTINGCONTROL j RECORD DRAWINGS AND PROVIDE A COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD MARKUP TO THE CONTRACTOR. copies of this document are not considered signed and sealed Date: �,�:• ;. STATE OF , to ICEC JUNCTION BOX- WALL MOUNTED 34. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ THE ° and the SHA l authentication code must be verified on any 2021.04.11 �'� ,T - P' ,► M. ,• ,�`••,l•© Q.••° N S *,� "` INTERCOM EQUIPMENT CABINET PATC PAGING SYSTEM TERMINAL CABINET -C�}w JUNCTION BOX- FURNITURE SYSTEM FEED CONTRACTOR SHALL PROVIDE AN OPERATING AND MAINTENANCE MANUAL FOR ALL electronic co pies. �► t9 �*` O - LCP LIGHTING CONTROL PANEL ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT 5:26:41 , �,�jlNA;�`aee�' ICTC ■ CONDUIT SEAL -OFF FITTINGS REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: - INTERCOM TERMINAL CABINET ,,,,--DR----� DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING SP SURGE PROTECTIVE DEVICE S A WALL -MOUNTED, MANUAL ON/OFF SWITCH A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT -04.'00' Timothy C. Trewyn, PE P.E. No. 61580 REQUIRING MAINTENANCE. C3 C3 = TYPE I, SO D SDSA4040D AND AUTOMATIC OFF OCCUPANCY SENSOR - IC -� . INTERCOM SYSTEM COND tT AND WIRING VC VOLUME CONTROL B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING S P WALL -MOUNTED, ON PULSE /OFF PULSE BUTTON B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF ELECTRICAL DRAWING INDEX THESE DOCUMEMS, ALONG WITH THE CONCEPTS AND OR DESIGNS FOR 1ER SPECIFIC ARE INTENDED PIERCE PRESENTED D CLIENT PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC, FOR A3 =PANEL BOARD DEVICE, MAX 125KA PER PHASE '� TIME SWITCH CONTROL PER FBC C405.2.2.1. EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE SHEET DESCRIPTION ISSUED WHICH THEY WERE PREPARED, REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION ➢Y FORT PIERCE ENGINEERING, INC. SHALL DE SSEC Mm SOUND SYSTEM EQUIPME T CABINET GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE. ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS IS INDEPENDENT 7-DAY PROGRAMMING ACTIONS SHALL BE CLEARLY IDENTIFIED. -- WITHOUT LIABILITY TO THE SAME, CtpYRIGHT QJ 2➢2b FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED. EATON # SGFD2'.0 W. MOUNTED AT 48" AFF OR EQUAL OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS HOLIDAY SETTING, 10 HOUR PROGRAM BACKUP C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. E-I ELECTRICAL LEGEND, SPECIFICATIONS a ABBREVIATIONS YES --------- SHEET TITLE SSTC SOUND SYSTEM TERMINA CABINET CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT EDLI-X ELECTRIC DUCT HEATER TWO-HOUR MANUAL OVERRIDE MODE. INTERMATIC ET2800 SERIES OR EQUAL..- E-2 ELECTRICAL SITE PLAN YES ELECTRICAL OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E). BOTTOM RECEPTACLE TO BE CONTROLLED MOTOR CONNECTION Q PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR 35. WORKMANSHIP, ELECTRICAL MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL E-3 REPUMP STATION ELECTRICAL POWER PLAN YES SYMBOL LEGEND S /® -_\ SOUND SYSTEM CONDUIT AND WIRING SDM J PASSIVE INFRARED, O--IOV DIMMING VFD VARIABLE FREQUENCY DRIVE C = CEILING MOUNT W = WALL MOUNT 36. ACCEPTANCE BY THE OWNER. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE E-4 RISER, DETAILS AND CALCULATIONS YES ' SPECIFICATIONS & WALL SWITCH/OCCUPANCY SENSOR HD ELECTRIC HAND DRYER V DAYLIGHT SENSOR NOT PERMITTED FOR SINGLE PHASE CIRCUITS. ABBREVIATIONS WATTSTOPPER # PW-311OW SMS 37. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE ISSUE DATE: DIRECT DIGITAL CONTROL PANEL SINGLE POLE SWITCH - PASSIVE INFRARED WITH NEC 110. 4-7-2021 OCCUPANCY SENSOR FTI TRANSFORMER LIGHTING ROOM CONTROLLER/POWER SUPPLY NOTE: DRAWN: TCT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY APPROVED: TCT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. WITH THEFLORIDA BUILDING CODE 7TH EDITION (2020) AND THE FLORIDA FIRE PREVENTION CODE 7TIi EDITION (2020). EDITION DRAWING NUMBER REVIEWED E 1 CODE COMPLIANCE `. LUCIE COUNTY SHEET I OF 4 20769-01 ATS SPECIFICATIONS: GENERATOR NOTES: APPLICABLE STANDARDS: UL 1008, NFPA 70, NFPA 99, AND NFPA 110. ATS SHALL BE SUITABLE AS SERVICE ENTRANCE EQUIPMENT. VOLTAGE: THREE PHASE, 277/480 VOLT, FOUR WIRE WYE. AMPERE RATING: 400A ALL EQUIPMENT SHALL HAVE MINIMUM SHORT-CIRCUIT AND 0.5 SECOND SHORT -TIME RATINGS OF 25,000 AMPS SYMMETRICAL. ATS CONTACTS SHALL BE ELECTRICALLY SWITCHED AND MECHANICALLY HELD. ATS SWITCHING MODE AT UTILITY OUTAGE SHALL BE DELAYED TRANSITION. CONTROL SHALL MONITOR UTILITY RECLOSING OPERATIONS FOR 90 SECONDS AND THEN TRANSFER LOAD TO THE EMERGENCY CONTACTS IF NORMAL POWER IS NOT RESTORED IN 90 SECONDS. CONTROL SHALL COMMENCE ENGINE START IMMEDIATELY AFTER THE FIRST RECLOSING OPERATION FAILS TO RESTORE UTILITY POWER. ATS SWITCHING MODE AT UTILITY STABLE RESTORATION SHALL BE CLOSED TRANSITION. ATS SHALL BE EQUIPPED WITH 250KA RATED SURGE PROTECTION ON THE LINE SIDE OF THE NORMAL AND EMERGENCY TERMINALS PER NEC 700.8. ATS EQUIPMENT SHALL BE THREE POLE. ATS ENCLOSURE TYPE SHALL BE NEMA 3R. ATS CONTROLLER SPACE SHALL HAVE ADEQUATE ROOM FOR THE ADDITION OF ANY INTERFACE ELECTRONICS AND PROTOCOLS REQUIRED TO COMMUNICATE TROUBLE AND ALARM SIGNALS BETWEEN THE GENERATOR, THE ATS, AND THE LIFT STATION SCADA SYSTEM. I. GENERATOR STANDBY POWER RATING 40OKW, 3 PHASE 277/480V FOUR WIRE WYE. UL 2200 LISTED. EPA CERTIFIED. LEVEL I. CLASS 48. TYPE 60. 2. BASE TANK SHALL BE UL 142 LISTED, DOUBLE WALL, STAINLESS HARDWARE, FUEL LEVEL SENDER, EMERGENCY VENT. PROVIDE A MINIMUM OF 1000 GALLONS OF USABLE FUEL CAPACITY. 3. INSTALLATION SHALL CONFORM TO 2017 NEC AND NFPA 37 8 110. 4. BOND GENERATOR EQUIPMENT TO ANY METAL CONDUIT AND TO THE SITE GROUNDING ELECTRODE SYSTEM. 5. OWNER SHALL PROVIDE ANY INTERFACE ELECTRONICS REQUIRED TO TRANSMIT TROUBLE/ALARM SIGNALS TO THE LIFT STATION SCADA COMMUNICATIONS SYSTEM. 6. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO OWNER DESIGNATED REPRESENTATIVE PRIOR TO DISCONNECTING NORMAL POWER FOR TESTING. AN ESTIMATE OF THE DURATION OF ANY OUTAGE SHALL ALSO BE PROVIDED TO THE OWNER REPRESENTATIVE. 7. ALL CONDUCTORS CONNECTING THE GENERATOR TO THE ATS SHALL BE TYPE LETTER "MTW", MOISTURE, HEAT AND OIL RESISTANT THERMOPLASTIC. 8. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THESE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 10. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEER, ALL OTHER DISCIPLINES AND THE OWNER. 11. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO INSTALLATION. 12. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, INCLUDING THE POWER COMPANY AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. 13. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC, ARTICLE 250. THE GROUNDING SYSTEM SHALL NOT EXCEED A 48HOUR DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 14. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 15. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, UNUSED AND U.L. LISTED, UNLESS OTHERWISE NOTED.. 16, THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS, INCLUDING FUEL TANK TESTING PER FDEP, AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 17. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 18. LARGEST MOTOR HP = 115HP LIFT STATION PUMP SERVICE FACTOR FOR LARGEST MOTOR = 1.15 ACCEPTABLE VOLTAGE DROP FOR LARGEST MOTOR = 20% AHCA COMPLIANCE NOT REQUIRED. 19. CONTRACTOR SHALL PROVIDE REMOTE EMERGENCY ENGINE STOP SWITCH AND LAMINATED ACRYLIC SIGNAGE STATING "STANDBY GENERATOR ENGINE STOP" IN 1 1/2" TALL WHITE LETTERS ON A MINIMUM 1/16" THICK BLACK BACKGROUND USING STAINLESS STEEL FASTENERS SUITABLE FOR THE UNDERLYING MATERIAL. 20. ENCLOSURE SHALL BE ALUMINUM. ENCLOSURE WIND RATING SHALL BE 150 MPH OR GREATER. GENERATOR SHALL BE MECHANICALLY FASTENED TO THE BELLY FUEL TANK FRAME AND THE FUEL TANK FRAME SHALL BE MECHANICALLY FASTENED TO THE SYSTEM CONCRETE PAD. TURNPIKE FEEDER ROAD EX. W.M. NC EX. SIDEWALK 0 EX. FPL WOOD POLE 0— NEW T EX. FPL WOOD POLE n — EX. OE - EX. OE EX. OE 0 ® NEW UE II 0 w I I EX. FPL WOOD POLE WITH ANCHOR AND DOWN GUY EX. FPL OH LINE (2) PRI. 81 (1) N. EX. FPL WOOD POLE WITH ANCHOR AND DOWN GUY L \ POND EX. FPL 3o 120/240V 4W DELTA SERVICE EX. 4OOA WWTP MD EX. WWTP ATS C �g NEW STEP DOWN TRANSFORMER WIT PRIMARY DISCON CT a FEEDERS TO ATS'S ❑5 CAPPED4" CONDUITS FOR UTURE PRIMARY LOOP I ME I � Uj w II �0 ,Q J POND WASTEWATER PLANT / / LIFT STATION PUMPS (2) 115HP AUXILIARY ELECTRICAL EQUIPMENT REPUMP STATION CONTROL PANEL NEW WATER METER ® NEW FPL 3o 277/480V 4W WYE SERVICE (EST. 30OKVA) ELECTRIC METER ® NEW PAD FOR SERVICE ENTRANCE, AUXILIARY CONNECTION, AND ATS 7M NEW PAD FOR GENERATOR NEW I" a 2" PVC NEW 4" PVC — NEW FPL PRIMARY PULL BOX /1", ____1 ELECT RICaL SITE. M ELECTRICAL KEY NOTES: QI PROPOSED NEW FPL DOUBLE DEAD END POLE WITH 3 PHASE GANG -OPERATED OVERHEAD SWITCH. ❑2 PROPOSED NEW FPL 3 PHASE RISER POLE. []3 PROVIDE AND INSTALL CONCRETE TRANSFORMER PAD AND METER ENCLOSURE ON METER PEDESTAL IN ACCORDANCE WITH FPL SPECIFICATIONS. ® PROPOSED NEW CONCRETE PRIMARY ELECTRICAL PULL BOX BY FPL. ❑2 TO ® FPL TO PROVIDE AND INSTALL 3 PHASE PRIMARY UNDERGROUND ELECTRIC LINE TO NEW FPL TRANSFORMER WITH 4-POSITION SECTIONALIZING T-BLADE PRIMARY SOURCE SWITCH FOR FUTURE PRIMARY LOOP OPERATIONS. MOV UNDER -OIL SURGE ARRESTERS REQUESTED. 03 TO ® TO [ PROPOSE FPL PROVIDE AND INSTALL (2) 4" SCH 40 PVC CONDUITS FOR FUTURE PRIMARY POWER LOOP FOR WASTEWATER PLANT AND NEW REPUMP STATION. MAINTAIN MINIMUM 12 INCH SEPARATION FROM NEW 1.5" WATER LINE 81 480V FEEDER TO TRANSFORMER PER NESC IN ANY JOINT TRENCH. CAP CONDUITS AT 5 AND PROVIDE AND INSTALL MAGNETIC MARKER AT 5 07 TO ® TO ® PROVIDE AND INSTALL (I) 2" SCH 40 PVC CONDUIT AND 200A FEEDER CONDUCTORS FROM GENERATOR 200A OUTPUT BREAKER TO MIN. 1811 X 18" PULL BOX TO TRANSFORMER FUSED DISCONNECT TO NEW STEP DOWN TRANSFORMER. ® TO 10 PROVIDE AND INSTALL (I) 3 1/2" SCH 80 PVC CONDUIT AND 400A FEEDER CONDUCTORS FROM TRANSFORMER SECONDARY TERMINALS TO EXISTING ATS EMERGENCY SOURCE TERMINALS. II REMOVE AND DISPOSE OF EXISTING GENERATOR AND 200A DISCONNECT SWITCH AND ASSOCIATED CONDUCTORS TO ATS. CONDUIT LOCATIONS SHOWN ARE GENERAL AND DIAGRAMMATIC. E.C. MAY ADJUST LOCATIONS TO SHORTEN FEEDERS AND WORK WITH FIELD CONDITIONS. SEE RISER DIAGRAM FOR ADDITIONAL CONDUIT AND CONDUCTOR INSTALLATIONS. FL/4N SCALE I" = 20'-0" This item has been electronically signed and sealed by Timothy C. Trewyn, PE, using a SHA-I authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by Timothy C Trewyn Date: 2021.04.14 1203:27-04'00' w z 0 N W LU a 0 I Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O N �W U) 0 W w Wo a _a V� cn cT� w =a I w N O IC w O7j Ln U c0 > CJ� a_ U z rn � N Cr w N Q woo o � o o ILLL < O Z H O 7) z < o o U O LW 0E-w 1— i-�- w µ-1 Y � J L1E'� LLLJ a O O QD 0 0 z a- 0 Q Q ENGINEER SEAL ,e`,�witrr�>?rt,��� oo� NY C' No 61580 STATE OF .f�rS,QN AL S�`�oo Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC, FOR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENGINEERING, INC, SHALL BE WITHOUT LIABILITY TO THE SAME COPYRIGHT (0 2021, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED, SHEET TITLE ELECTRICAL SITE PLAN ISSUE DATE: 4-7-2021 DRAWN: TEC APPROVED: TCT 115 PUMP HARGER 2009 CATALOG HARGER 3848CUATT 48' TIN PLATED 3/811 COPPER AIR TERMINAL HARGER 157 3/8" BRASS Alfi TERMINAL VERTICAL BASE HARGER 24-250 CLASS I COPPER CONDUCTOR (DOWN POLE) HARGER CCC4 250MCM PRE ORMED CABLE CLIPS (EVERY 3 FEET) HARGER 305 UNIVERSAL GROUND ROD CLAMPS (5 PER BOX) HARGER 5810UPC 5/8" X 10 FT GROUND ROD (5 PER BUNDLE) #3 BARE CU STRANDED GROUNDING ELECTRODE CONDUCTOR FOR TO FPL AND TELEPHONE RISER POLE SEE SHEET E-2 FOR IFS 115 PUMP SUBMERSIBLE REPUMP STATION SEE SHEET E-4 FOR ALL WIRING METHODS FLOAT SWITCH SYSTEM "MINI POWER ZONE" STEP DOWN TRANSFORMER, LOAD CENTER, ASTRONOMIC TIME SWITCH, & UTILITY SCADA ALARM DIALER. STAIRWAY (2)#12 & (1)#12G. IN 1" PVC. REA I "L CREE RULHT5M C4OK-12UF ES CORD WITH CREE RUL-ARM24 MOUNT. IOkA SPD, PRE -INSTALLED 7' CORD MH = 23 FT AFG r—I 35 FT CLASS 4 SOUTHERN PINE WOOD POLE WITH GROUND ROD, AREA LIGHT AND LIGHTNING AIR TERMINAL 5.5 FT BURIAL DEPTH 12' FM AUXILIARY ELECTRICAL EQUIPMENT CONDUIT JUNCTION CABINETS "J-BOX 1" & "J-BOX 2" SEE SHEET E-4. ---� O#A40ArNk: ELECTRIC,4L POWER PL/4N REPUMP STATION CONTROL PANEL CONVENIENCE RECEPTACLE - 5-20R INDUSTRIAL GFCI WP WPWIUC (2) 2" SCH 40 PVC FOR SCADA TELEPHONE SERVICE #3 CU G.E.C. BARE #1/0 CU G.E.C. BARE 12" FM CONFLICT POINT BETWEEN TELEPHONE AND FORCE MAIN. COORDINATE WITH OWNER AND TELEPHONE UTILITY. WATER METER f= 3 12" FM W SEE SHEET E-4 FOR ALL WIRING METHODS ALL GROUND RODS 5/8' X 8' CU CLAD STEEL. ALL GROUNDING ELECTRODE CONDUCTORS #1/0 CU UNLESS NOTED OTHERWISE FPL PADMOUNTED TRANSFORMER FOR CONDUITS FOR FUTURE FPL UG PRIMARY TO EXISTING WWTP. SEE SHEET E-2. CAP AT BOTH ENDS AND MARK FAR END WITH MAGNETIC LOCATOR. CONFLICT POINT BETWEEN FPL AND FORCE MAIN. COORDINATE WITH OWNER AND FPL. FOR SCADA SIGNAL WIRES IN 1" PVC. SERVICE ENTRANCE ATS QUICK CONNECT REPUMP STATION ATS CONTROL CIRCUITRY GENERATOR — GROUND RING GROUND RING GROUND ROD GROUND ROD 0 WWTP ATS CONTROL CIRCUITRY FEEDER TO WWTP STEP-DOWN TRANSFORMER This item has been electronically signed and sealed by Timothy C. Trewyn, PE, using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by Timothy C`Trewyn Date: 2021.04.11 15:27:38-04'00' N Z 0 W o' Lu Q 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 CV W :DQ Cn o Wo U_ v w ra O w T_rn v >�'t U In z In � N CV Q w Co O Q LL LL a O z W z v)rnz O LAN ZC < 0 L L Tr-1 0 U LIJ O U_ O I[ W_ LU f N O W J L`� i a O O z T C© � a- a �<CIL a_ daENGINEER SEAL oliIIIIIu1,11.f �� Y C• T <r .: No 6158d 9�rr r 1:10. /STATE OF :�urti Ca �• OR is Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND CR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC, FOR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE IN THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENGINEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SANE. COPYRIGHT®2021, FORT PIERCE ENGINEERING, INC, ALL RIGHTS RESERVED, SHEET TITLE I ISSUE DATE: 4.7-2021 DRAWN: TCT APPROVED: TCT SCALE 1/2" EM SHEET 3 OF 4 20769-01 I. E.C. SHALL PROVIDE ARC (LASH HAZARD WARNING SIGNS PER NEC 110.16. 2. E.C. SHALL LEGIBLY FIELD MARK PANELBOARDS WITH THE DATE OF MARKING AND FAULT CURRENT AMPS (FC ) NOTED ON THE RISER DIAGRAM. 3. THE CONDUCTOR LENGTHS SHOWN ARE APPROXIMATE AND CONSERVATIVELY SHORT TO PROVIDE A MARGIN OF SAFETY IN THE CALCULATION OF FAULT CURRENTS. THE E.C. SHALL MAKE HIS OWN MEASUREMENTS AND ESTIMATE OF THE CONDUCTOR LENGTH REQUIRED. UNISTRUT SUPPORT - STRUCTURE FOR J-BOXES AND OTHER AUXILIARY SYSTEM COMPONENTS. NFPA 820 NOTE DUE TO THE PRESENCE OF METHANE GAS, THE ATMOSPHERE INSIDE THE WET WELL, THAT IS, BENEATH ITS COVER, IS A CLASS I, DIVISION I, GROUP D ENVIRONMENT FOR WHICH THE FLOAT SWITCHES AND ALL ELECTRICAL CABLES SHALL BE RATED. THE TWO AND ONE-HALF INCH SLIP CONDUIT FLANGES PROVIDE SEALING OF THE 5' MIN. ELECTRICAL CONDUITS INTO THE WET WELL. THE SEAL -OFFS PROVIDE VAPOR SEALING OF THE CONDUIT INTERIOR BETWEEN THE J-BOXES AND THE WET WELL. THE WET WELL COVER SIGNIFICANTLY LIMITS THE QUANTITY OF COMBUSTIBLE VAPOR RELEASED TO THE AREA ABOVE GRADE. THE OUTDOOR, ABOVE GRADE NATURE OF THE CONTROL PANEL AND SERVICE EQUIPMENT PROVIDE NATURAL VENTILATION OF THE ELECTRICAL EQUIPMENT AREA. THE ELECTRICAL EQUIPMENT IS RATED NEMA 4, WHICH PROVIDES A HIGH DEGREE OF 18" MIN, ISOLATION OF INTERNAL ARCING FROM COMBUSTIBLE VAPORS. 7' MIN, / 10' MAX NEMA 4 ELECTRICAL JUNCTION BOX. SEE CONTROL PANEL AND AUXILIARY EQUIPMENT DETAILS. (2)2 1/2" RIGID CONDUIT. CONDUIT SEAL OFFS 90 DEGREE RIGID 2 1/2" SWEEP 12"MIN. RADIUS. 6„ THE DENSITY OF METHANE, 0.6556 g/L, IS SIGNIFICANTLY LESS THAN THE DENSITY OF (5) 2 1/2" PVC ELECTRICAL AIR, 1.2041 g/L AT 20 DEG C. METHANE PASSING THROUGH THE WET WELL COVER THUS CONDUITS. RISES ABOVE THE ELECTRICAL EQUIPMENT, EITHER QUICKLY IN A NARROW PLUME IN STILL (5) 2 1/2" SLIP CONDUIT FLANGES AIR OR QUICKLY DISPERSED BY WIND THAT EASILY MATCHES THE VENTILATION RATES (FIELD INSTALLED) REQUIRED IN BUILDINGS BY NFPA 820. THE HORIZONTAL CLEARANCE BETWEEN THE WET WELL AND THE ELECTRICAL EQUIPMENT SERVES TO SUFFICIENTLY LIMIT METHANE PLUME "C" HIGH WATER "ALARM" LEVEL. - CONCENTRATION IN THE ELECTRICAL EQUIPMENT AREA. THIS AND THE MEASURES TAKEN ABOVE RENDER THE ELECTRICAL EQUIPMENT AREA ADEQUATELY VENTILATED. "D" LAG PUMP "ON" LEVEL. "E" LEAD PUMP "ON" LEVEL. E.C. TO INSTALL 60OV, 400A ATS AND PORTABLE GENERATOR QUICK CONNECT ENCLOSURE PROVIDED BY OTHERS. NON -SEPARATELY DERIVED SYSTEM. MIN. 18KAIC. NEMA 3R. SHALL BE N.R.T.L. LISTED. SERVICE PORTABLE GENERATOR CONDUCTOR TRANSFER SWITCH SECTION SECTION U 400A U L 9831 FCA - z E I I I I ON ON OFF GROUND BUS FPL PAD MOUNTED (ES . 300KVA, 3.5%IZ) TRANSFORMER-480 277V 3PH 4W N M.B.J. PROVIDE TRANSFORMER PAD PER FPL REQUIREMENTS GRADE STUB OUT TO EAST TO RISER POLE PROVIDE AND INSTALL- (2) 4" PVC CONDUITS FOR UTILITY PRIMARY CONDUCTORS PER FPL REQUIREMENTS. O ABC CAM LOK RECEPTACLES ABC N / 1 PROVIDE AND INSTALL (4) 500MCM U IN 3 1/2" C. N I EGG HUAILIHrSI G.R. TERMINALS CONCRETE GENERATOR ENCASED CONNECTION COMPARTMENT #3 CU G.E.C. #3 CU GROUND RING "G.R." METAL PIPE METAL STRUCTURAL MEMBER LIGHTNING PROTECTION SYSTEM #1/0 CU 5/8'x8' CU CLAD-"�1 STEEL GROUND ROD THREE PHASE SHORT-CIRCUIT CURRENT CALCULATION 300KVA=TRANSFORMER SIZE TRAM WORMER TO GENERATOR QUICK CONNECT (1 SET 500MCM, 35 FEET, PVC) 100 .... c 15C 1.73 3X 00011A480V ' � 3 S%IZ 10310AMPS _ 1.73 35' 10310A = 0.049 1 26,706 480V 1 M = - 0.954 1 + 0.049 10310 MPS X 0.954 9831 AMPS USE MINIMUM 18KAIC RATED EQUIPMENT IN GENERATOR QUICK CONNECT ATS SECTION U L EGC I ABC E SWP E-STOP --• STANDBY GENERATOR 3PH 40OKW 480V >_ 40 ® ) 350A ®� 200A T" PUMPS "OFF" LEVEL. #3 CU G.E.C. #1/0 CU G.E.C. 5/8"x8' CU 1 GROUND RING CLAD STEEL GROUND ROD 5/8"x8' CU - (3) 250MCM AL CLAD STEEL & (94 CU E.G.C. GROUND ROD IN 2 I/2" PVC. (3) 500MCM CU - & (0#3 CU E.G.C. IN 3 1/2" PVC. (03 CU G.E.C. - (03 CU G.E.C. EXISTING 400A ATS U EXISTING WWTP L SERVICE E 40 (4) #500MCM CU, (1) #3 CU E.G.C. IN 3" G.R.C. N NEW TRANSFORMER 'TI" 150 KVA =ENDARY EGC F5200AR 3R NF 350A( KA34U DUCT SEAL. PUMP CONDUITS WITH SEAL OFFS TO WELL AND -L- CONDUITS FROM J-BOX TO CONTROL PANEL CONTAINING PUMP POWER CABLES CONDUITS WITH SEAL OFFS TO WELL AND - CONDUITS FROM J-BOX TO CONTROL PANEL CONTAINING PUMP CONTROL AND FLOAT SWITCH SYSTEM CABLES PUMP CONTROL PANEL (SEE ECS SHOP DRAWINGS FOR DETAILS) PDB 200A1 200A C3 I R.V.S.S I I R.V.S.S CONCRETE ENCASED #3 CU GROUND RING KA29U KA29U �GC EGC 15A PANEL CONTROL 15A 2P POWER 3 KVA 30A CONTROL SYSTEM TB'S PK9GTA IN I" PVC CONDUITS PROVIDED AND INSTALLED BY E.C. (3) #2/0 CU & J (1) #6 E.G.C. IN 2 1/2" PVC CONDUIT PROVIDED AND INSTALLED BY E.C. PANEL: AUXILIARY POWER VOLTAGE: 1201240V 1PH 3W BUSLBREAKER AIC RATING: 10KA/10KA RATING: 30A LOCATION: W/O CONTROL PANEL MOUNTING: SURFACE ON UNISTRUT MAIN CONNECTION: 30A M.C.B. FED FROM: MINI POWER ZONE TRANSFORMER DEVICE FAMILY: SQUARE D MINI POWER ZONE DESCRIPTION m p CONNECTED vo. N�, CONNECTED P DESCRIPTION ®A �A L-SITE LIGHT THRU TIME SWITCH 12 20 1 0.05 1 2 0.18 1 20 12 R-ELEC SVC CONVENIENCE SPARE 20 1 ..:: '. 0.00 3 4 :. ,,.. ,.... 0.24 1 20 12 UTILITY SCADA ALARM DIALER SPACE 0,00 5 6 0.00 SPACE SPACE 0 00 7 8 0.00 SPACE SPACE 0.00 9 1 10 0.00 SPACE SPACE i 0.00 11 1 12 '. 0.00 SPACE OA5 1 0.00 TOTAL j 0.18 0:24 0.47 'TOTAL KVA SERVES CONNECTED LOAD - KVA DF CALCULATED DEMAND - KVA LIGHTING 0.05 1.25 0.06 RECEPTACLES (FIRST 10 KVA) 0.18 1.00 0.18 RECEPTACLES (OVER 10 KVA) 0.00 0.50 0:00 LARGEST MOTOR 0.00 1.25 0.00 OTHER MOTORS 0.00 1.w 0.00 EQUIPMENT/HEAT 0.24 1.25 0:30 TOTAL DEMAND KVA: 0.54 TOTAL AMPERAGE: 2.26 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE TYPE WRITTEN DIRECTORY ON INSIDE PANEL COVER 120V ASTRONOMIC TIME SWITCH FOR AREA LIGHT. SQUARE "D" 5KVA MINI POWER ZONE TRANSFORMER AND LOAD CENTER 120V 2A UTILITY SCADA ALARM DIALER CONCRETE FOUNDATION FOR UNISTRUT POSTS u u uuu uuu TELEPHONE SERVICE TO ALARM DIALER INCOMING 480V Io POWER FROM PUMP CONTROL PANEL TO MINI POWER ZONE STEP Z__�/ v DOWN TRANSFORMER. GROUNDING ELECTRODE CONDUCTOR & CONDUIT. TO AREA LIGHT ON POLE. AUXILIARY ELECTRICAL EQUIPMENT DETAIL. AUXILIARY POWER 5KVA SQUARE D MINI POWER ZONE MPZ5S40F OR EQUAL --rf.A � INTERSYSTEM BONDING BAR PER NEC 250.94. 5/8"x8' CU CLAD STEELGROUND ROD UTILITY SCADA WP ALARM III DIALER 1p r IS TO SITE LIGHT - G.R. CONCRETE ENCASED #3 CU GROUND RING AUXILIARY SYSTEMS SEE CONTROL PANEL SHOP DRAWINGS FOR TERMINAL BOARD (TB) WIRING DIAGRAMS. (3) 1 1/2" PVC CONDUITS. J-BOX I NEMA 4 TB 175A 600VAC T13 15A 250VAC CONDUIT SEAL OFFS PROVIDE AND INSTALL (2) 2" PVC CONDUITS FOR UTILITY TELEPHONE CONDUCTORS PER SLC & TELEPHONE SERVICE PROVIDER REQUIREMENTS. 50 FOOT FACTORY SUPPLIED CABLES TO BE INSTALLED BY E.C. IN 2 1/2" GRC CONDUIT PROVIDED AND INSTALLED BY E.C. I DETERMINATION OF EXISTING LOAD PER NEC 220.87(1) REPUMP STATION SERVICE LOAD CALCULATION: TRANSCRIBED FROM FPL BILLING STATEMENTS ASSUME 0.85 POWER FACTOR FOR AMPERE CALCULATION (2) 115HP PUMPS 143A (INTERPOLATED DATE DEMAND READ AMPERES VALUES IN TABLE 430.250.) 10/23/2018 51.2 145 11/23/2018 52 147 LARGEST MOTOR 1.25 X 143A = 179A 12/23/2018 so 142 OTHER MOTOR I X 143A = 143A 1/23/2019 43.6 124 CONTROL POWER - 4A 2/23/2019 3/23/2019 48 49.6 136 141 AUXILIARY POWER 2A 4/23/2019 48 136 5/23/2019 52 147 TOTAL LOAD = 328A < 350A 6/23/2019 55.2 156 7/23/2019 56 159 EXISTING WWTP SERVICE LOAD 8/23/2019 55.6 158 9/23/2019 55.2 156 10/23/2019 51.6 146 164A X SORT(3) X 0.24KV = 68.17KVA 11/23/2019 58 164 MAX 68.17KVA/SORT(3)/0.48KV = 82A 12/23/2019 48.8 138 1/23/2020 49.6 141 GENERATOR LOAD CALCULATION 2/23/2020 52 147 3/23/2020 49.6 141 4/23/2020 52.8 150 328A + 82A = 410A 410A X SORT(3) X .48KV = 340KW 5/23/2020 52.8 150 40OKW GENERATOR RECOMMENDED TO ENSURE 115HP MOT 6/23/2020 54 153 STARTS WHEN FULL LOAD APPLIED TO GENERATOR 7/23/2020 59.6 169 8/23/2020 55.2 156 D ELECTRICAL RISER DIAGRAM SCALE =(N.T.S.) w Q J 0 > Cr a N 0 0 z Ln 0 > U w Li Li w N 0 N w o 0 z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 SUbMthbIbLt REPUMP 315 South 7th Street STATION Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O v�1 N W� U) 0 w w w0 M � W L V CONTROL C% x a � w CABLE IN 2" w N co CONDUIT (TY'P.) w Q C) > ro �3: �To U z0 U Cc N CC N Q W 0 0 w o o co �-+ 0 LL a 0 z E--+ W >- z co �' z Q � o 6 o L~ ro z O < w U � IUj ��W 115 115 W W J 0 0 0 F-I w a- D z Ir Cr� z PUMP PUMP FLOAT O � � a- Q a SWITCH SYSTEM ENGINEER SEAL C. ~ « No 61580' :� 1 STATE OF .- �` O �! n n +,�4 e4/S/� i Y A' t% Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC. FOR WHICH THEY WERE PREPARED, REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENGINEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SAME. COPYRIGHT ®2021, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED. SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 4-7-2021 DRAWN: TCT APPROVED: TCT OR DRAWING NUMBER E-4 SHEET 4 OF 4 20769-01