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Home My WebLink AboutBid #06-12-01 Town Center Park, Restrooms, & Lightingt] aAff• D.WN CENTER PAR 15LE5 BEACH_ FLORIC JF SUNNY OMS AND LIGHTI.N UI MPR❑ J V EMBER_ 200b DCATION MAP N ;TION 11, TWP. 52 S, RNG. 42 E N.T.S. n MUM • 0 NOT X, PA YEMEN T TO BE REMO, VED x IFm& ONE NOT 10 EXCEED 4-1 SLOPE 6.20 34 NOTE: CONTRACTOR SHALL CONTACT JASON FITTIPALDI AT RCP SHELTER TO OBTAIN THE PRICE, SPECIFICATIONS, AND DETAILS FOR THE BUILDING. THE REFERENCE NUMBER IS 685.11.1.LW-G2820-03-ENC-2F10 AND HIS PHONE NUMBER IS 772-288-3600. CONTRACTOR SHALL PURCHASE THE PREFABRICATED BUILDING FROM RCP SHELTER WHICH WAS APPROVED BY THE CITY OF SUNNY ISLES BEACH. ------------- - - - - - - - - - - - - - - - - - - - ---------- CONNECT PROP, 6 CONC' �x, sw TO EXISTING SWK. PROPOSED in P.V.C. SOME r-SEE PLANS PgP +i POW 7 BUILDING i77 SF PKW BUILDING PROP. r:.M INC, FOR BUI I fqFF PLANS pWMED OY:RPP FOR UkmjjwV1%11Vm OVER REMOVE AND REPLACE SWK BETWEEN cmsmxim JON(m, 46 DETAILS AND SPEC '40\-D.C.O. Fi, 6.30, ROOF DRO LE, 4.13' 40 X DED By TIT—_ PLANS RCP WELTERS, INC. FOR DETAILS AND II SPECIFICATIONS,) tI � r III �� ti. Y` =MODIFY EXISM EXISTEXISTING SWLK�/ AND INSTALL GATE, V- . CON14ECT P P CONC . T 0 mws EX r T 2% TO io N (EIXEEDNO PER SAW CUT C�w AND REPLACE F NEC EIr PROPOSED 53 LF in P.V.C- WATER SERVICE C.O. 'LE. 3.15' ti N PROPOSED 05 LF WATER SCE vv ---- -------- /< REMOVE AND REPLACE _ExWW 6' SW A- SWK BETWEEN 5 ,x coNsmxnON Jam r 10h 4_ \_N\ X X N L x1 0 SAW CUT PAVEMENT / ir PAVEMENT Q6Wj6i DETAIL (C101)) SAW CUT CURB AND 2) REPLACE, X, EXISTIING TELEPHONE C.O. MW AND CAP 2 --------- REMOVE CAP AND ti LINE INSTALL 4 RMX LE. 1 .88' IXF69E w LINES. pRMSED 67 LF in P-V,C- WATER SEE' NG I PLUG AND CAP 2" GAS LINE 0 0 EXISTING DOMESTIC WATER METER & RPZ 0 3-1 w BEND X 7 WATION METERAOX Tm 1 EXISTING in SERIAC. 3-10 99 BEND CONNECTION -in WZ li uj -Lai F.X 12" 5A1`l. SAtl 24" A r T_ __ __ --- __ - __ - __ ___ ---. __ __ ___ - .- - 1� 7 b-T-MlEb 1 1 EX69NG, f7A. N,E. 172nd -7. Qb OPROWD: JOHN MESSERIAN. P.E. SCALE SHEET DESIGNED K.A.S. C"o QW&W IL A _wl F i P%�www* FLORIDA REGISTRATION No. 47810 DATE OCT. 2006 TOWN CENTER PARK 10, DRAWN K.A.S. Wrwym Pbmm PROJECT No I 1w CITY OF SUNNY ISLES BEACH ENGINEERING PLANS 06-5723 C100 -------------- DATE OCT. 2006 laO0 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 CAD FILE - ----- - -- ----- CHECKED J.M. Phone: 954.921.7781 Fax 954,921.8807 FLORIDA - - ------- 005723-000-06 REVISION [DATE DATE: kin nATF REARSION -By— NO OCT. 2006 Certificate of Authorization 514 OF TACKCOAT SURF AND EDGES. PAVEWNT REPAIR DETAIL ASPHALTIC CONCRETE THICKNESS TO BE SAME AS ADJACENT ROADWAY, BUT NOT GREATER THAN 3 INCHES NOR LESS THAN 1V2" INCHES. EXISTING PAVEMENT SHALL BE SAW CUT ALONG A NEAT STRNGHT LINE TO THE FARTHEST POINT! OF BROKEN OR DISTURBED ASPHALT. COMPACTED LIME ROCK BASE COURSE TO MATCH THICKNESS OF ADJOINING BASE OR 12" MIN. WATER MAIN STREET PAVEMENT 0 0 U z WATER METER BOX SINGLE OR DUAL 5'X5' CONC. SLAB OR SIDEWALK 3/4" WATER SERVICE HIGH DENSITY \-ON LONG SERVICES A 11/2" BLACK STEEL POLYETHYLENE CASING PIPE MAY BE DRIVEN UNDER EXISTING TUBING PAVEMENT IN LIEU OF CUTTING AND PATCHING THE PAVEMENT. CASING PIPE NOT REQUIRED OTHERWISE. CORPORATION STOP (MALE THREADED x FEMALE COMPRESSION) SERVICE CONNECTION DETAIL UTILITY ASEMENTI_ VARIES II WYE WITH N 6" BRANCH w I 1 6" 45 (A o BEND — z LOT LIN CLEAN -OUT L REMOVABLE SEE NOTE 1 PLUG CLEAN -OUT z (TYP.) SEE 1 31 NOTE 1 t 6" CLEAN -OUT TO FINAL GRADE I „ /—WYE ZZ TERMINAL DEPTH AS REQUIRED FOR "HOUSE" SERVICE 3' MIN. — 4' MAX.) �TYP.) ROTATE 30 ° (TYP.) (SEE NOTE 3, SINGLE LATERAL UTILITY VARIES a EASEMEI Z W SEWER MAIN J SIZE VARIES I x — WYE WITH 1 6" BRANCH 6" 45 BEND I 6 "x4' DOUBLE ) WYE PLAN SLOPE TO TERMINAL 3I DEPTH AT 1.0% MIN. 1 (TYP.) -1 __,-eA FINISHED GRADE SPRING LINE (SEE NOTE 3) SEWER MAIN DOUBLE LATERAL PROFILE NOTES: 1. CLEAN -OUT SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 4. SERVICE LATERALS SHALL HAVE A MINIMUM 18" OF COVER BETWEEN R/W TIE -IN AND BUILDING. 5. ROTATE BENDS AS REQUIRED TO ALLIGN SERVICE BRANCH WITH THE SERVICE PIPE. SANITARY SERVICE DETAIL GATE VALVE BADE ' DIA. MIN. TYPE "K" COPPER PIPE !APPROVED EQUAL )RPORATION STOP )UBLE STRAP BRONZE SERVICE DDLE W /STAINLESS STEEL, BRASS BRONZE STRAPS ..,.TER MAIN CHLORINATION POINT DETAIL CONDITION "A" WATER MAIN PARALLEL TO SEWER MAIN CONDITION "B" WATER MAIN CROSSING OVER SEWER MAIN OR WHEN SEWER LATERALS CROSS OVER OR UNDER A WATER MAIN SEE CONDITION "A" OR "B" NOTES: CONDITION "A" 1. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED WITH MINIMUM 18 INCHES VERTICAL SEPARATION. CONDITION "B" 2. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18 INCH VERTICAL CLEARANCE BETWEEN WATERMAINS AND /OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP OR WATER PIPE QUALITY AND HAS NO JOINTS WITHIN 10 FEET OF INTERSECTION (i.e., ONE 20 FT. SECTION CENTERED ON INTERSECTION). STORM DRAINAGE LINES SHOULD HAVE SAME SEPARATION AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 3. FORCE MAIN MUST HAVE 18 INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. WATER AND SEWER CROSSING NOTES DATE DESIGNED OCT. G.H. R Csw . to &w sm a ck t o * le e. TOWN CENTER PARK E N G I N E E I FLORIDA REGISTRATION No. 47 SCALE 11 SHEET R NG s10 N.T.S. _. _.. -- �_ .._.._ ... _....__.. - _._. _ .. _ ....... ........ _ L.. _. -.... .�� DRA K.A.S. (� ® 180 rive Suite 800 DATE OCT. CITY OF SUNNY ISLES BEACH DETAILS '' i'P�osNo __ _ _ _._ -� Fort Lauderdale, Florida 93918 7 2 3 <..._ ._ _..... -_.__ ___... _ - __._ __ _.... - - - -- -E _- -- _ r - -- C101 CHECKED J.M. I _ Phone: 954.921.7781 Fax 954.921 x807 FLORIDA AND GENERAL NOTES FILE NO DATE REVISION BY NO DATE REVISKNd 1 DATE OCT. 2006 + Certificate of Authorization 514 - DATE: - li owns -ctoo- ors -un i; OF GENERAL NOTES Jill 1. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. -4—CLEAN-OUT ALL APPLICABLE FEES AND CHARGES MUST BE PAID PRIOR TO COMENCEMENT OF CONSTRUCTION. (TYP,) 3. 1 ALL MATERIALS AND CONSTRUCTION UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH SEE NOTE 1 THE REQUIREMENTS OF THE PUBLIC WORKS DEPARTMENT, THE CITY OF SUNNY ISLES BEACH. 4. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE PROGRAM MANAGER OF ANY DISCREPANCY OR VARIATION FROM THE DRAWINGS. LOT _ LINE 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGE, 1 DISRUPTION OF SERVICE, OR DESTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL UTILITIES, AND NOTIFICATION OF SUNSHINE STATE ONE CALL, CITY OF SUNNY ISLES BEACH PUBLIC WORKS, 48 HOURS PRIOR TO 6" CLEAN -OUT CONSTRUCTION. TO FINAL GRADE 7, PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT, A PRECONSTRUCTION MEETING WILL BE HELD 1 WITH THE PUBLIC WORKS DEPT. OF THE CITY A/E CONSULTANT AND THE PROGRAM MANAGER THE CONTRACTOR AND OTHER INTERESTED PARTIES SHALL ATTEND THE MEETING. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING OF THE TESTS AS MAY BE DEEMED REQUIRED BY THE CONTRACT DOCUMENTS. THE CITY SHALL PAY FOR ALL PASSING TESTS, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR ALL FAILURES. 9. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE, THE PLANS ARE TO BE MADE AVAILABLE TO THE ENGINEERING INSPECTOR OF THE CITY OF SUNNY ISLES BEACH, PROGRAM MANAGER AND THE A/E CONSULTANT UPON REQUEST. 10, WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR WHERE THE SANITARY SEWER CROSSES ABOVE A WATER MAIN, THE SANITARY SEWER SHALL BE OF CLASS 52 DUCTILE IRON PIPE PROTECTO 401 LINING OR AWWA C -900 PVC (SDR 14) PRESSURE PIPE FOR A CONTINUOUS LENGHT OF 20 FEET CENTERED AT THE WATER MAIN. 11. THE CONTRACTOR SHALL PROVIDE ACCESS AND ASSISTANCE TO THE PROGRAM MANAGER OR A/E CONSULTANT TO MAKE INSPECTIONS, AS NECCESSARY, DURING CONSTRUCTION. 12. NO DEVIATION FROM APPROVED PLANS SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE PROGRAM MANAGER OR A/E CONSULTANT. 13. ALL WATER MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO.3 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES. 14. TRENCH EXCAVATIONS IN EXCESS OF 5 FEET DEEP SHALL COMPLY WITH THE TRENCH SAFETY ACT AS PER O.S.H.A. STANDARD 29 CFR S.926.650 SUBPART P IN STATUTES. THE TRENCHES AND DITCHES SHALL BE PROTECTED IN ACCORDANCE WITH RULE 38c 43.02 FAC AND 6A- 1,095(2). 15. ERECTION OR INSTALLATION OF APPROPRIATE SAFETY AND WARNING DEVICES WILL BE REQUIRED DURING THE COURSE OF CONSTRUCTION. SAID DEVICES WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF TRANSPORTATION'S "MANUAL ON TRAFFIC CONTROL AND SAFETY PRACTICES" AND THE DADE COUNTY PUBLIC WORKS MANUAL. 16. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONGSIDE OF AND OVER ALL UTILITIES. THE CITY ENGINEER REQUIRES THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CITY. THE RETESTING COST, DUE TO FAILURE OF THE COMPACTION TEST, WILL BE PAID BY THE CONTRACTOR. 17. ALL ELEVATIONS REFER TO U.S.C.E. M.L.W. BAY DATUM 18. PROVIDE RESTRAINING BY THE USE OF FIELD LOX GASKET ON TYTON JOINT PIPE AND AS MANUFACTURED BY U.S. PIPE OR EQUAL. CONDITION "A" WATER MAIN PARALLEL TO SEWER MAIN CONDITION "B" WATER MAIN CROSSING OVER SEWER MAIN OR WHEN SEWER LATERALS CROSS OVER OR UNDER A WATER MAIN SEE CONDITION "A" OR "B" NOTES: CONDITION "A" 1. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED WITH MINIMUM 18 INCHES VERTICAL SEPARATION. CONDITION "B" 2. SEWER LINES, INCLUDING LATERALS, MUST HAVE 18 INCH VERTICAL CLEARANCE BETWEEN WATERMAINS AND /OR 6 INCHES MINIMUM CLEARANCE IF SEWER LINE IS DIP OR WATER PIPE QUALITY AND HAS NO JOINTS WITHIN 10 FEET OF INTERSECTION (i.e., ONE 20 FT. SECTION CENTERED ON INTERSECTION). STORM DRAINAGE LINES SHOULD HAVE SAME SEPARATION AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 3. FORCE MAIN MUST HAVE 18 INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. WATER AND SEWER CROSSING NOTES DATE DESIGNED OCT. G.H. R Csw . to &w sm a ck t o * le e. TOWN CENTER PARK E N G I N E E I FLORIDA REGISTRATION No. 47 SCALE 11 SHEET R NG s10 N.T.S. _. _.. -- �_ .._.._ ... _....__.. - _._. _ .. _ ....... ........ _ L.. _. -.... .�� DRA K.A.S. (� ® 180 rive Suite 800 DATE OCT. CITY OF SUNNY ISLES BEACH DETAILS '' i'P�osNo __ _ _ _._ -� Fort Lauderdale, Florida 93918 7 2 3 <..._ ._ _..... -_.__ ___... _ - __._ __ _.... - - - -- -E _- -- _ r - -- C101 CHECKED J.M. 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'a0 `4A , + + M as Q7 1.1 '14 '2A • s-0 oA a4 -1-- - _ `� 2e it a 14 'oA +0.7 + i ..:.... ; .. ... • . : a 'a aa + � + 04 04 ae 04 '0.7 '1.1 1 '-0 RESTROOM BUILDIN *1.0 *IA 1-0 ` - f aA a 24 '2A '1.7 +ia '1.a +O-0 `a7 `oA OA • . OC t A 2a sa +M `2s `1A "1.7 + :. - -._i + ' + 1.1 as 'a7 `04 `1.1 +1.6 `1.7 x`• ' aM :-0 IS 'tA +1A `1A 'aa '1.1 '20 +47 / as t1 14 2 . Z . M + . . +67 ' - - - - -- - -- - \ -�-- - - -� VI - -I( rte± _"� ;f v ♦.,�`yr- ._.... 1if \ \ \�, %. -• lei\ �\ \\ � ,\ 1 .`� \1�\ ii � 4 \�I O �.. MM 1.9 a14 +1A + \ LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp rile Lumens LLF Watts a d A 51 OLOPE PWNNAA3 39113LCIP BOLLARD CLEAR 100MH 51145JES 9000 0.72 100 OOVOOO 8 e B 6 GARDCO GULWING G13- 2XL -175MH CLEAR FLAT GLASS CLEAR 175MH G32X17M.ies 14400 0.72 186 GARDCO GULWING CLEAR FLAT GLASS CLEAR 175MH 0 C 19 G13- 2XL -175MH EXISTING LIGHT FIXTURE cAdV , Ciaomw 6 eta, Mc. St��ywoV PIMM 1800 Eller Drive, Suite 600 [Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954:921.8807 TOWN CENTER PARK CITY OF SUNNY ISLES BEACH FLORIDA PHOTOMETRIC PLAN a c FLORIDA LICENSE NO. 20975 SCALE 11 SHEET 1 20' PROJECT No E100 D FILE 5723 _. o a72S- Ef00- PM4-PW H nr I ELECTRICAL NOTES 'I 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE, N.F.P.A., LOCAL CODES, ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST -CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE 12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN /THHN INSULATION. CONDUCTORS 10 AWG AND SMALLER MAY BE SOLID; ALL THOSE 8 AWG AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4% GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 12. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 13. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. 14. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 15. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET.. BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 16. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 17, CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD. DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 18. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D "; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 19. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE, WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST - RESISTANT. BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 20. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHED. , w wA • 21. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NMI, ELECTRICAL NON- METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). "MC" TYPE CABLE SHALL NOT BE USED AS HOME RUNS. THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 22. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: NEUTRAL -WHITE PANEL SCHEDULE A PAM VoIM9a: 240 mov 1PH,SW RmMd AMW (00 b" 260A(FEED THRU) SPACER: Minin: 200A NEUTRAL - WHITE NEUTRAL - WHITE /STRIPE PHASE A - BLACK PHASE A - BLACK PHASE A - BROWN PHASE B - RED PHASE 8 - ORANGE PHASE 8 - PURPLE PHASE C - BLUE PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN GRD.CON. - GREEN 23. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 24. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 25. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PRIOR APPROVAL FROM • THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED. DIAGRAM LEGEND LAO~VC19tGRJ - VV PANELBOARD - NOOD 277/4801 PANELBOARD - NF (PNLS SHALL BE MTD 0 +60" A.F.F, U.N.O METER MLO W -0" TO 6' -0" A.F.G. FEED THRU BUS FUSED DISCONNECT 5' -0" TO 6' -0" A.F.G. MAIN CIRCUIT R DISCONN O 6ECT 0 BREAKER G TRANSFER SWITCH 5' -0" TO 6' -0" A.F.G. -III, GROUND SYSTEM TRANSIENT VOLTAGE SURRGE SUPPRESSOR' _ 7v5s INTE$MATIC SEE PNL SCtHEDULE FOR MDL.11 �- CIRCUIT BREAKER 0 LIGHTING CONTACTOR (MIECHANICAL LATCH) _ O TIME SWITCH (INTERMATICC MLD EH10 ) WITH BATTERY BACK URI EXISTING TO REMAIN BOLD LINES DENOTE NEW IWORK OR EQUIPMENT .rmlca a X00 /2n v To TYPICAL AL TYPICAL ZOeY /120 V RIGID TIAL 20106-40DO KVA 15-160 KVA ORY _TRAM. UTRM TRANSF. U1nUTY MANSF. UTILITY TRANSR EMEROMCY GENERATOR PANEL SCHEDULE A PAM VoIM9a: 240 mov 1PH,SW RmMd AMW (00 b" 260A(FEED THRU) SPACER: Minin: 200A 30 KVA EXISTING Manrraotwe.. s1EMENS Loadon: PARK( NORTH SIDE) Projed No. ismoo KVA Mo oew Type: A.I.C. Surkm NEMA41t; 22 KMC OBICWT DENMTKIN O.C.P. AWOTwa RCPT LONG LOAD MGTCR PH RCPT 00NT. LOAD MOTOR ArIRi m oAp. CIIOC:IAT DENW ATION SPACER: 1 uwff O 2012 1011Y ats aTS 4.00 A 0.57 071333.E 10U2" 2IN2 LIGHTNO 2 3 0613 0.78 4.00 a 0.57 4 5 LIDHTM 2012 10112" COW LOAD 0663 PH A 1.50 1.30 Ar1e1N ma 12.112" 20/1 RECEPTACLE LOAD a 7 311 0603 0.18 B 1.50 A B 12.112" 2WI RECEPTACLE LOAD 8 9 Loam 2012 10112" 20M as$ 0610 A 1.50 1.30 12 IW 2011 RECEPTACLE LOAD 10 11 SPARE 0.63 STORAGE ROOM RBCETAC:LE B 1.80 0610 B 10.112" 2012 RECEPTACLE LOAD 1 13 LIOHIM 2012 lain 6 0615 SPARE A 1.00 1.30 114d 151 NEW BOLLARD LNIiIM 0615 15 B 201 SPARE i 9 SPARE SPACE 16 17 UGHTNO 20/1 10112" SPARE 0.20 A 311 SPARE 0.00 12.1h" 20/1 TIMER 1 1S 19 SPACE 106 19 SPACE B 311 SPA= 0.80 12.11r 2W1 TIMER 20 21 WAM POLWAN A OAO A as 14 $40 2012 SPARE 1 22 23 BLUS'I6t PUMP 2012 10112" 1.44 B LAO 1S 24 24 206 1.44 A A A 0640 1 SPRINKLER CONTROL PANEL 26 271 SPARE 27 SPACE 0.0 1.20 0.0 B I B 0.0 0,040 CONNECTED SPACE 26 29 SPACE 0.5 CONTINUOUE & LARMST MOTOR M 25%: 0.1 A A CONNECTED LOAD PHASE B: 03 SPACE SPACE 30 31 CONNECTED LOAD: LIT Ls 0.0 I 060 0636 730 0.00 SB1: RISER MIA NEW PANIL B (PESO 7115114 32 33 RECEPTACLE OOMPUIED 0,18 TAB 0.00 1341 vm* max O.C.P.D, wkh ouwpku eke& bv(w a000a Ieot load QF.C.L type ckvA braWlmr photo ad caoNdbd time mboh co@WW held CO MIAM SUBTOTAL CONNECTEID LOAD. 0.0 LS 3.6 060 It$ 1.2 : SUBTOTAL CONNECTED LOAD OONNECM LOAD PHASE A: CONNECTED LOAD PHASE B: TOTAL CONNECTED LOAD: RECEPT. CONNECTED LOAD: 10 4 17.1 27.5 060 late R dw ewkh coakabd CONIINUOU41 S LAROEST MOTOR a Zell: CONNECT M07OR LOADS @ 100113: CONNECTED CONTINUOUS LOAD 0100%: RECEPTACLE COMPUTED LOAD: TOTAL COMPUTED LOAD: 5.4 4.7 21.7 8.8 40 160 KVA AMPS nae 1 note 2 note 3 nob 4 note 5 ndoe nde 7 Va* nwx O.C.P.D. wkh >mmtephRe look" drouk breaker nm4an n," load Q F.C.L type dmuk broakw pbm ad ca0trcbd time awkhooatrded hold Wft camme ar DIAGRAM LEGEND LAO~VC19tGRJ - VV PANELBOARD - NOOD 277/4801 PANELBOARD - NF (PNLS SHALL BE MTD 0 +60" A.F.F, U.N.O METER MLO W -0" TO 6' -0" A.F.G. FEED THRU BUS FUSED DISCONNECT 5' -0" TO 6' -0" A.F.G. MAIN CIRCUIT R DISCONN O 6ECT 0 BREAKER G TRANSFER SWITCH 5' -0" TO 6' -0" A.F.G. -III, GROUND SYSTEM TRANSIENT VOLTAGE SURRGE SUPPRESSOR' _ 7v5s INTE$MATIC SEE PNL SCtHEDULE FOR MDL.11 �- CIRCUIT BREAKER 0 LIGHTING CONTACTOR (MIECHANICAL LATCH) _ O TIME SWITCH (INTERMATICC MLD EH10 ) WITH BATTERY BACK URI EXISTING TO REMAIN BOLD LINES DENOTE NEW IWORK OR EQUIPMENT .rmlca a X00 /2n v To TYPICAL AL TYPICAL ZOeY /120 V RIGID TIAL 20106-40DO KVA 15-160 KVA ORY _TRAM. UTRM TRANSF. U1nUTY MANSF. UTILITY TRANSR EMEROMCY GENERATOR ELECTRICAL RISER SCALE: NTS DESIGNED T.W. G,h,in, C�iordaMlo 6 at Inc. �f TOWN CENTER PARK ELECTRICAL RISER 1 _ 20' , SHEET GATE OCT, 2006 LICENSE E N0. 20975 DRAWN T.W. r • 1800. Eller Drive, Suite 600 i(PROJECT No j DATE OCT. 2006 CITY OF SUNNY ISLES BEACH AND os 5723 E102 - - �-- -Y-- ; - � Fort iauderdale. Florida 33316 �I �:�- �_. -_ i I � CAD FILE -- -- -- - - - i CHECKED R.W.R Phone: 954.921.7781 Fax 954.921.8807 FLORIDA PANEL SCHEDULES un I nerc I aFVISTeW �eir No DATE REVISION 8Y DATE OCT, 2006 Grtiitoate_o_t Auttwrisation 614 II DATE: ij oe0723- E101- f1o2- Pw-PLN i OF PALL SCHEDULE B Reled VoMp: 240YA2W Rabd Arnpa: (Cu 111104 100A Main: MLO 1PN,3W SPACER: NEW ManaOtdwe: SEMENS4a1A30111L100CTS 30 London: PARK(NORTH SWE) "(A No. 07524.00 KVA KVA Mowrsrrp: Type: A.LC. Swfine NEMA4X 22 KMC CIRC=T D®NONATiON aC.P. Avxvma RCPT t:oMr. LOAD MGrm PH RCPT comr LORD MOT= AMWXM QaP. CIRCLET OaIONATiON SPACER: 1 NEW 11ERTROOM BUILDING 2= 104/3" ats 0.10 4.00 A 1.30 071333.E M" lOiit NEW SOLLMD LICN(TS 2 3 0613 0.10 4.00 B 1.30 4 6 OAF. AIIIII =M R3rr COW LOAD Nowalt PH A CORr. Lam 1.30 Ar1e1N ma M' 301= NB111 BOLLARD u0m 6 7 311 1241!" 0.18 A B 0610 1.30 134ir 311 9 SPARE 2011 SM R IMTACLE WOW P= 4 20M 13413" 0610 A 1.30 M" 201= NBW BOLLARD LNW= 10 11 SPARE 20M STORAGE ROOM RBCETAC:LE 311 124ir 0610 B 1.36 12 13 SPARE 21M SPARE 6 7 SPARE A 1.30 M" 301= NEW BOLLARD LNIiIM 14 15 SPARE 201 SPARE i 9 SPARE B 1.30 16 17 SPARE 211 311 SPARE A 11 1.30 26M i4" 101= Nd11 BOLLAW LIOHTS 106 19 SPACE 311 SPA= a 13 1.30 20 21 SPACE A A as 14 $40 301t Nmll PARK LNW= 22 23 SPACE B B LAO 1S 24 26 SPACE A A 0640 1 84" m MEIN PARK LI9m 26 27 SPACE 0.0 0.0 0.0 I B 0.0 0,040 CONNECTED 26 29 SPACE CONNECTED LOAD PHASE A: 0.5 CONTINUOUE & LARMST MOTOR M 25%: 0.1 A verb mmc O.C.P.D. wilh mwtephle CONNECTED LOAD PHASE B: 03 SPACE 30 nob 2 SUBTOTAL CONNECTED LOAD: LIT Ls 0.0 I 060 14.0 060 : SUBTOTAL OOI SOM LOAD TOTAL CONNECTED LOAD: CONNECTED LOAD PKABE A: CONNECTED LOAD PHASE B: TOTAL CONNECTED LOAD: RECEPT. CONNECTED LOAD. 71 7A 15.3 065 RECEPTACLE OOMPUIED CONTINUOUS L LARMT MOTOR 0 26%: CONNECT MOTOR LOADS 61 IOWA: CONNECTED CONIING)OUS LOAD 0100%: RECEPTACLE COMPUTED LOAD: TOTAL COMPUTED LOAD: 3.7 0.0 14.5 0.8 19 79 KVA AMPS fww 1 nob 2 nob 3 nob 4 nds 5 nob a nde 7 vm* max O.C.P.D, wkh ouwpku eke& bv(w a000a Ieot load QF.C.L type ckvA braWlmr photo ad caoNdbd time mboh co@WW held CO MIAM ELECTRICAL RISER SCALE: NTS DESIGNED T.W. G,h,in, C�iordaMlo 6 at Inc. �f TOWN CENTER PARK ELECTRICAL RISER 1 _ 20' , SHEET GATE OCT, 2006 LICENSE E N0. 20975 DRAWN T.W. r • 1800. Eller Drive, Suite 600 i(PROJECT No j DATE OCT. 2006 CITY OF SUNNY ISLES BEACH AND os 5723 E102 - - �-- -Y-- ; - � Fort iauderdale. Florida 33316 �I �:�- �_. -_ i I � CAD FILE -- -- -- - - - i CHECKED R.W.R Phone: 954.921.7781 Fax 954.921.8807 FLORIDA PANEL SCHEDULES un I nerc I aFVISTeW �eir No DATE REVISION 8Y DATE OCT, 2006 Grtiitoate_o_t Auttwrisation 614 II DATE: ij oe0723- E101- f1o2- Pw-PLN i OF PANEL SCHEDULE R NEW Rabd VoNa9e: 2Y112/ 1PHAV Marokid e: Morrnena: Sttrha Rabd Arnpar (Cu bu* 125A SPACER: 1s Locauore RESTROOM BULDWO Type: NIMA1 Main. SO NCR Pr*d Na 071333.E A.I.C. 22 KMC KVA KVA CNKRIIT DSIONATION OAF. AIIIII =M R3rr COW LOAD Nowalt PH RCPT CORr. Lam M. Gip! Ar1e1N ma OAP t:BICINT DBilONA710N 1 SM FACEVTACLE MW'R (NOTE 4) 311 1241!" 0.18 A 0610 134ir 311 MB1i1!S Rw7100M LHIIHT 2 3 SM R IMTACLE WOW P= 4 20M 13413" 0610 B LIS 1341=" 2011 WOMBIIr R ®TROOM LIOBT 4 5 STORAGE ROOM RBCETAC:LE 311 124ir 0610 A 311 SPARE 6 7 SPARE =CFI. 0 SOH SPARE i 9 SPARE 3011 A 311 SPARE 10 11 SPARE 26M B 311 SPA= 12 13 SPAW A SPA= 14 1s SPACE B SPA= 1S 17 SPACE A MAW 106 SUBTOTAL CONNEC7ED LOAD: 0.0 0.0 0.0 0.0 $1 0.0 : SUUBWTAL CONNECTED LOAD CONNECTED LOAD PHASE A: 0.5 CONTINUOUE & LARMST MOTOR M 25%: 0.1 note 1 verb mmc O.C.P.D. wilh mwtephle CONNECTED LOAD PHASE B: 03 CONNECT MOTOR LOADS O 100%: 0.0 nob 2 bdWA aka* kWw CONNECTED CONIOSJOUB LOAD OIW%: 0.2 mate 3 non caocumeat load TOTAL CONNECTED LOAD: 03 RECEPTACLE OOMPUIED LOAD: 0.5 nab 4 QF.C.L Vpa abook kubr RECEPT. CONNECTED LOAD: 0.5 nob 5 phab oe6 eadrobd TOTAL COMPUTED LOAD: 1 KVA late R dw ewkh coakabd 3 AMPS nob 7 Mid oarMoW ELECTRICAL RISER SCALE: NTS DESIGNED T.W. G,h,in, C�iordaMlo 6 at Inc. �f TOWN CENTER PARK ELECTRICAL RISER 1 _ 20' , SHEET GATE OCT, 2006 LICENSE E N0. 20975 DRAWN T.W. r • 1800. Eller Drive, Suite 600 i(PROJECT No j DATE OCT. 2006 CITY OF SUNNY ISLES BEACH AND os 5723 E102 - - �-- -Y-- ; - � Fort iauderdale. Florida 33316 �I �:�- �_. -_ i I � CAD FILE -- -- -- - - - i CHECKED R.W.R Phone: 954.921.7781 Fax 954.921.8807 FLORIDA PANEL SCHEDULES un I nerc I aFVISTeW �eir No DATE REVISION 8Y DATE OCT, 2006 Grtiitoate_o_t Auttwrisation 614 II DATE: ij oe0723- E101- f1o2- Pw-PLN i OF