Loading...
R7H - Sunset Islands 3 and 4 Utility Improvement Distirct Plans and SpecificationsSUNSET ISLANDS 3 &4 FPL UNDERGROUNDING DESIGN PLANS AND SPECIFICATION 1437 0 FUNIDE 4717 2 NI 54-7 SPRAY 0 24. ST 53 ST LOCATION SKETCH %TS. The !coattail and existence of any facilities may not be retied span by 1310 0075119 napondlno to 4 bld or in corriphing with any contract. Supplier la reapansIble or easiduaUng ells conditions bath above and below ground Including taidarground Facility locations OM Lb sea Local., Cram. Rad horormallon Aut of pound Rod Fedi.] iimlocoo• (Ohm) T4WOR CD QD3 EF5501C205J-D-5 2 ATTENTION ROW AGREEMENT CONSOCUCTON >XXII - wet aaaneas 0240 0340 2-014 IP% 12-21 Vkg2k 6624-]-ice 4014-7-t 0024-7-5 6C04-7-4 5024-7-5 0024-7-5 0024-7, 002.1-7-5 L.Trs1= -000-132-47/0 MST 1.10 SVC Emc 6024'7 REFERENCE DWG's 5024-7-2 5024-7-5 8024-5-1(SM) Tow._ mu._ =CIL_ 119 4 1.1. PULS AS-BUILT COPY DESIGNED BY 12.011401;§ Sony/Skim! m®mp I Vitrit •1111 WO? 1.010 0 AS-BUILT CREW PRINT T-005— DRAYO4 BY SOSIAROIS/bi.s. lim1N065 DEDIDNNE] 0125,401 LIXT 12010 0013 Ew3Nr/Ne.:N. 1411=I10 q 114/13/02 Trmeh Fmt DAIS Mgt Bank Fwd. 10:p PosOnoT DX[2311D q GUY X DR. VAX COUNTY AR 9-00, MP. CD 62E-01-1/110 CONVERSION SUNSET ISLAND 3 V/0 SUNSET DR AND 23 ST DIM BEACH, FL 5112 RD FM MAP /40. Job IXEN220 CfliPTEIED v .ham an OIL AS-BULT WFL Untold sato,. shmm an ROS. —Tao lift VC 0,1) 0 10 Zo COUNTY RD. 04/10/12 DWG Na 6024-7-1 CO 70 30 EMERSON INSTAIL VISTA SMUT 3 4 4 AT SONSET I9A112 3 TM•ptioas RopYmbi no Emu CM limmt! 10111 0 00 Ported by AINIAMIT"'iArry= rraVantirgrantr." Tuomi-14oM DA1E 10N.3085435Ny4)030-85 -435 FM! NO. hoOist maw hm Use 1000001 ald azIatORCe of 507 feeNtlay may not be rdad upon by MN aupplier In reap to. a bid or lo 4001311109 with any contruct. SUppikr le plaponiabla To evaluating vita condltIone both cleave and bolos ground Inclucang underground 1041107 10cationeo I irs.-.11e, Cround Rod In.,. i21-11 Croun• 01)141.11Rod PUU. HEN 2-416k 40 12551. 1Ad6145 MENTION ROW AGREEMENT REFERENCE_ DWG's 5024-7-4 6024-7-5 5024-7-2 6024-4-2(5CH) 0111 X STAB 10 FAA MOMS AN OR 0137. AS-BUILT COPY I AS-BUILT CREW PRINT 224enver 001]1210 5222 LRCMS' *ea 1.0105 Job canon/ own.. w!11000 112.1K 40102 pent Robed demos show 01 RCS was.* -cob— swinv mjglls (] Q 14WCESEIBLE 101V Q MIRK WRY 0 2.8XV sALT smut' Q MU LOCATION SKETCH 15.00 isass aum 41441 easr 1.0 EVG 24 ST 301 H~ 2-4/01, (2 2 24 ST QI;C, 2-4/11,15.42-21 • 113255-3 (NM) 10255- CD MATMLNE SEE DbYG 5024-7-5 VA5i3,-11E-0 9 w-, X -F1/08 7P6 0250-2 C, I €3) 1-14101 IPA -X--0)r—X—X--X- MEW UG Svc 41451 Co' UG SC MI- UM -OM in I cotosmatoam gums - 1224 Von+, 11224-7-2 2024-7-3 2024-1-4 0064-7-5 b224-7-0 2024-7-7 6224-7-6 4232,2125-10275) 17202-420-4220 EMT 110 540 VISO 110ao -------- 1350 (LS) 56) C157 1)(53} 5-7656- 165-0-1 OPEN 05271. MSS 1.0 0440 Ana 11001 31108,0 3/8 TRAIT_ 30510,E023._ 10114 It TAM 0.35.1101 BY VA 62E-OH/UG CONVERSION SUNSET ISLAND 3 Ii/W SUNSET' OR AND 23 ST MIAMI BEACH. FL Vert Tale New e0113eo13 CTIV,dd Not 10113100 Bank Ant SurwyjAasT 0.1525/5101) Tend/ Fast DRAM/ BY S. SEOUGAr/ITS. 24/15/12 DAIS MAP NA 3-4.15 OM Na 6024-7-3 VIA6 RB 090 00021111 rA 11222294 lolgeO-VaaNgro tiragrof‘ .4:442W. _ AsAALT 50111 NO. iNM DATE 10 20 40 far BMA's 14/10/12 G. 12 us ca44ErA00 01160010131114 caearxr I 4 AT ANSA' 02J80 5 Pcsbai 87 lelweas. va.uoAtr 05 0013 11•314.11 48118 son wo30854.451.4)030-85-435 0 NIACEEEDIDLE ($1 1500 0 FUTURE 22100 0 TOUT Z] SALT PRAT 0 NULL %Ms. SEE AISPP162. MATCHUNE SEE DWG 6024--7-5 REFERENCE DWG's 15024-7-3 61324-7-5 1,413PP192 2024-8-2(SCR) PI TS Co CORDERSIOR INSTALL USA comilEr 3 It 4 AT SJNSIT ELAND I DAM/12 O AS-EULT CREW PRINT r AS-BU ET COPY Survey/Sktua! ItsW1 up Et Eawn5,L5 160 Igo DeAsvor/SbAsT meIZID213 Tee Deed Leen WEI D4/10/12 111001- area- acne_ Wk CD 82E-OH/UG CONVERSION SUNSET ISLAND 3 V/0 WAN 13 SUNSET OR AND 23 ST EACIJ FL Job 15111552 WOODED OP .Ion an this AS-BUILT pent Mono. d., *am on ROD. 'InVtog-Zdrazr.1.—t galfga..' -TPD— any. • 1.walr• Moe 54.134//2 trarglw Portal by DM Mt 8024-7-4 3085435R.D030-85 -435 DATE Dock Bank Fret Red etie SWOT MONDE] VrAeiricilnet nispeop STATE Flo FAA IRANSL DE:SPIED ST DRAW BY *102 ea. DATE 1.1.hany BWa..tT nnnlfflno O DALY Remote DeLgjeo Tletsh Feet SEEIMINFALE. Y. RUIL 0-023.1 OIL DI.. PR 1210 10QlY x COUNTY Art COWRY RD. 0 IS 20 40 FEET CebSTRUCDOR NODS - 001 00354.3.1 Weia2M43 6D24-7-2 i21124-7-3 .724-7-4 6024-7-6 8024-7-15 602.1-7-7 6074-7-3 ./.54128.14,15-1 (Rams) AMMON ROW AGREEMENT The location and extertance of any Manion% may not be Paled upon by the auppller In respeindIng to a bid or fn CainplyIng with any contncct. Supplier la reaponalhie for evaluating site conditions both clime and blow ground including undeorgrotond friday tocoannor. iiiiMIEVESNII =MIME LOCATION SKETCH 0 N.,CMSSIDLE IX) INCY 0 ROME 23K./ 1:123:v Igj SALT SPRAY 0 NUM lAATCHLINE SEE DWG 6024-7-4 77:;" LOCATION SKETCH NTS coNsmacirfl NODS - SCrti 3055133 B02.6.12M'S 6.24-7-2 6024-7-3 6024-7-4 60.24-7-5 6024-T- 6024-t-71 61121-1-3 1114 and enlatonce of any foollitlen may not no rated upon by Via suppller la reepondIng to a 1,12 or ln complying oitth any COMrOct SOPoller la rasponNble for molgatng Jolts conditlana both above and below ground batman Mattnpronnd inanity locailms. pound R. Inizemakko Lootrilm Foot ol GmLini Rooisioncs liocl (Mtn.) REFERENCE DWG's 6024-7-4 6024-7-5 5024-5-2(2C10 ATTENTION RS-BUILT COPE AS-BUILT CREW ARINT ,,,,,. ,,,-,,w ......... oa -..- Jot =VIM COIIPLETEO . karat aa DA, AS-Bll11-1 pr171. Motocki Man. vb. oo. AM --ea-- wasm a 05l14/10 oN to ca convannOU MULL CSTA. Man' 3 14 AT stalasT ISLAND 3 "largtiotW.v= trno":", at.radOnte. WM NO. NO. DATE REVISOR .l0000-. --Y&T-- ROW AGREEMENT 1.4...- Mai- acCIL.. MY__ r000mmi, leopioDD amoy/Stoo2 mqi320.0 ‘,.. ok* ... ..0.10 . 11/1c CD 1.4M . ZED . BY 5.I. RUM m ,,,,,,,,,,..0., 62E-01-1/1.IG CONVERSION Tr. West •its1:30.11a liniforrfattlne tonna Cl aT/sp•dot ma non to El. SUNSET ISLAND 3 v., ,,,,,, ,03 ],,pu Tomah Feet It/13 SUNSET DR AND 23 ST WAIAI SEAM FL Mot Smic Foot DA. ,. 0. ,,,,,,. . 04/14/12 MAP NO. 11-02.1.3 . <Tr-11_21m Dila. Ar__HI______TATE Ito FM M. am no. 8024-7-5 Po4lnd by SO for Ma =WY M. MAN= _ TANANA* lisomatf YfolEnol:l MY Reau•NY ".1214.1:1 lit:11=t .,..0085485.0030--85-435 Asa.= 24202 ;‘)b 472 • 0000 - -I- ---149130-n. 911150.- La? ---- 40- 949199 SYC LOCATE =ow SERVICE 069111 41 An 59019E 0E9 9e91999000 pen. 1440 la 1-700A-in 1-7504 C942-51 62-95 0- —EY -4/CCU 99424 1 k an. CO> 'VI zi RILL 1103 2-4/91.19% £00.00 .0 REIACE MST. Hi AT trAsE OF POLE CUT DIST Sa. SAM EMT. EMT 1.12 SVC reg 0 INACCESSIBLE 19K9 13 MBE 23119 0 230 DE 02/1 07041 q 10I1L Lt Seel 4/DC VI LOCATION SKETCH N.f.S. MSG Sad 946 MST US SC MATCHIJNE SEE SWO 13024-7-7 m$10 9:99, o2a4,.„, 7 10257-0 5100- -I- ..53P19C- q.- E7-Or 23 ST 2-SETS RIII im ,....,....., V—Wor. HATCHLIPIE SEE DWG 6024-7-3 F 1"x 10257-4 4057 l(SE) B5D 5S). _ /3-78S5 750-0-3 OPEN DELTA • INDO 2300 1119/ 2-4/61174 ICA 1440 1995E Lb 510 The locotben and exIstanca of any foc191149 may not loo rolled upon by tho auppllor In norpondi contro ng to et bld or 10 complying _01th myct. SuploWl9rolpr.s9gsfor 9,91uotin9 olto conditions both chow ond bon., ground InolodIng underground foollay 10900one. cra Nod inforrncSan Loeadon Foot of Crowd ivrtcAed 0..2000.Rod (000.) CONSTRUCl/241 NOTES - %RI 303540 .11E1991302_01911115 oo24-7-i 0024-7-2 6024-7-3 6001-7-4 002,7-6 OM-, 6014-7-T 11024.4-8 LTTOUrT!..4n,p. REFERENCE DWG's 6024-7-0 6024-7-5 6024-7-7 6024-8-2(6CH) 114999- 1111431- 5E979- 0099-- ATIENTION ROW AGREEMENT a, 3095435 9 04/10/12 OS 10 UM 00499119111 METALL NM CABIAET 3 t 4 At SUNSET MOM 3 0 10 20 40 FEET 9E501E0 BY 21213111 BY PATE Ws N9 AS-BUILT OREM PRINT Job CERTIRED 9199191193 L., kook on thls AS-WILT print. Wa Aram. lsrial Ample so NM 11:hrfk rt=rry= r.791`d1=2317." ceoelmto mONam Tr. World. 99M No 1131 Lloo Peelbv 99119 ma0 Pool.] by Sur n9/Stald 1941EN013 1 299 .9ry sucy 1401:100 0 Endoco/Sdval 1.0.0 CT/Speolol 10100 990191:1 Cud Oook Foirt crc „ DR. 0191. COUNTY AIR 00400 99 FM 91.19 IRR MG COUNTY RR 1RANS11. 191939409• 205111931$119 0 CAW 0914.13 'num ua q U. 311.15 62E—OUG CONVERSION 2105- CD SUNSET ISLAND 3 WO SUNSET DR AND 23 Sr 1491.1.11 BEAM. FL 99 6024-7-6 Av.3085435m41030-86-435 AS-BUILT COPY mclu9 Trunch 7491 SEENAR9E/11.11. 04/10/10 V-c2S5 45006.7 LOIN NM NO. DAIE 119.15011 S S DUST 110 9Y0 EMT 00 SRO ATTENTION ROW AGREEMENT 1452 0256 LOCATION SKETCH R.T.S. COLKIRVCDON NOTES - Vai 3000166 002e131MAM 007A-7-2 5024-7-3 0024-7-1 -5024-7-5 5024-7-6 CO24-7-7 0024-7-11 J03/85136-13101E5) REWEIELf500-432-1170 031714001I1 /32057-10 1312055-10 C12050-12 FIST 300 ED 0-7350-0200-4-0 COSERRII/EW 3 311752-6 1111763-10 011754-12 RISE Re • 70'V 0-7050-0210-3-1 CINPARTIONS 2 9.4.141103 11-7551-0250-2-2 SOUTH 10 011110435 1101APANTUND 1 SW441552 5-7006-0260-1-4. KM* 10 1.4.14013) 7.02 WW1. MSG 943 0001 5-7556-8220-0-6 AS-BOLT COPY 10R/W DiE174W AS-BUILT CREW PRINT Job GEMMED 001411.EI70 oo Amor on 100 AN-INALT ADD. Retold due, Amu ea ROS. q ..assme 0.113 WRAY I I .30.. 5771 ' 14ATCHLINE SEE. DWG 6024-7-2 -• 2411/1 \\, NG <5. X-0& K X X X X (T6' an? Oral. 3N93 - aNs o- M-17-jr-LS 4g0 — - --S71130-_ It WW1- -4- —5411134- 311 -gam 5631052. + -3 ? NSW _________ 1-203 5103 3-71,11 C 7 11-.-1-*HU0 me 1111111 12500 103/..-!, 2-1POW/0171..-71K-e ID 14 10 WYS1---14 O EMT 110 550 _S 051 110 SVC KDO 14635 MATCHUNE SEE N IA #1700 EDO, U0 SVC 1-A1/0C 1710 101611.13 520 117▪ 14▪ 0 The loactlon and osietence of ony Tauntes may not be rolled upon by the eupplior to responding too bid or In complyIng van any contract. Supplier la responsible far evaluotIng alto condition both above and Wow ground including underground today location. LocotonP'2?.., 't:rains1 '''" Rol InolrAIDI Roolstr000 (Ohm) W.110 /2377 11.11.14517. PSC. SW13 406 #1730 EMT IV SVC 11710 B a n I • Wommalt 1111[100*1 Tro• Work, mow ® 11.2 110.11 07 111E100 0 rbotod by want Malan IMO AHD TE 1810 NEIL SW. eAS OnthINATE 1010 700 10250-10 10252-11 -F1 10267-9' A26A2.5 ISMS 7 6 (( DELTA \ 07d‘ N 144 SFP —WacT113E 50-24-6-2 REFERENCE DWG's 6024-7-2. MBP1.787 6024-7-6. 6024-8-2(SCH) 6024-7-8 6024-6-2 6024-0-2 107:112 SOW- 02,21L. OMR_ 0104 132 R. BESPARK/An. 04/15/12 RAP WI 010 00. 6024-7-7 Tolopluno ILNA.Not1 11:11$110 0 DAIV Roy*, mixi00 q %VA nta'vrot 'Jr ,..5.e'TatertroloW." 12273 Tn.* Fool Net Bonk Foot Eurny/SWW tss51wp I OT0103n stot YooDWID 0.0wriS1oke0 Dal:Wo q DT/Spookal 11.2 1400000 011 80.002 MINTY AR VMS 110 FAA RR ONG CCLAITT RD. TROIKA. DATE DRAWN 180 0 10 20 40 K TOO V-0256 00:3065435104)030-8 —435 1401 CD &2E—OH/UG CONVERSION SUNSET ISLAND 3 V/0 SUN REICHND 23 ST WW FL 3155435 04/15/12 ql 10 IA CONVEMON MEWL 0018 2.1051E0 3 Y 1 AT SUNSET SUM 3 AWN In 117. DAZE DwG 60 1 7~ 4100 (NSXSS) g-2 35121M0-0-3 OPEN DELTA 1.% C.1111763-111 t- 11000 cast no my ROST CIS sVC Leone.. Ground Ree Worm. Feet of 00.,1 Roelairn MI Red betel. (Clem) 1 RETENTION ROW AGREEMENT I CONSTRUGOON NOTES ../1,,,15 NMem°° 0034-7-2 B024-7-3 0024-7-4 OM-7, 8324-7-6 0024-7-3 0024-7-13 JS3003433-1(NOTES) REFERENCE DWG's 6024-7-1 6024-7-7 6024-8-1(SCH) 079e1- 0R303...SED.21._0000 WC CO 52E- 011.1G CONVERSION SUN ET ISLAND 3 WO SUNSET DR AND 23 ST MIA/A1 BEAM FL 005 00. 8024-7-8 4s308543 6m0030-8 5 -435 6 R INACCESSEILE rla ISKY 0 FUME 2210 0 Mint jg WAY :MAY 0 MI LOCATION SKETCH NJ:& lbe location and eidetence of my fealties may not be roiled upon by the emptier In remanding to a bld or in ouroplyng rill. my contract. Supplier le reeparalble tor evaluating age conditions both above and below pound- inclUdIng Underground frollIty 10000005. IMPORTANT: ROWDIDERGROU HAMM AND ASSOLE ICHAPLODIE ALE 13 TSH OF RAY DUE TO SAUL, =VEST BY THE LEM LODEPH L AD• ADD= MB ADE COVERED BY SASES, AGREEMENT NH 1HE GOVOZNIAELD. MOULD mu toov_ COVEREDIEVE 00 MEN ROW OF MAY AS 1X a1/4.1przywAl POMI,VItlffezE ALTERED, THE LOCAL GOVERNIleff SHALL FRONDS kri_ Wini LOCADOIRDICIIIERAI ANY EASEllertS 11141 MY BE NECESSAFIR AND PRI INC CDMS relfrIHE RELCCATOD. ALLIALSOVEHY. OR REARRAN136.011. THE LoCAL CASERAILIDD SHALL ALSO REIMS. FEL FOR ANY CORR TO LCOATE. SYPOSE WIEMWWORAJIIE,T ,. .MAISOI,ViRDURE . p LCDsERMON. tri`VITLEFAISSEDIOR FROM DOC ilES/C0 PORWIRLAILS. AS-BUILT COPY AS-BUILT CREW PRINT MmmD MEDOW Urny/Stclot 1101311.2 q Sea slot usvIDroCi resctaro ay ROE PPE-W. TP• Wetfcr 1=0 oo Igl 0.40.-A6000e cilsp.ului pap 1002 DRANK BY A. Yam. .bb CEREIFED CCYPLEBEll v .tom ve Wm AS-BUILT DRILL !Medd DID10se .ham co ROAR Ike Peeling? SORIA, El 'avow]. Voirt Duet Bank Feet ItATE 0/19/15 —DEM— Ore X 100 MSS CCORIY AR SEATS RD PM MP NO/ 110255 SIC:5433 Ise/t9/15 ra 00 DONNERWH INSTALL 14574 CAMINESO le 4 AT SUNSET HEARD 3 VOM BS mic COUNTY RO.190050. 0 10 20 ASEHILT ALM NO. HO. DAZE RENSIDN RI' Rill • 3,,,1111.111 FRelse by TRephene Reonet, Yea Re q CADY RecovetY ...MID la Mgt CONsiA11411.1 MINES - 11 IV 40.1158,32 9175-0-1 0024-5-2 11014-S-2 564--3-3 1510556 1024-9-4 5024-5-5 1524-0-5 6300 4330954301 01EREE) .5530--2 ATIEN71011 ROW AGREEMENT 1411± yS ES* OIL VIVA 0115015f3 SIR INS AREA SEE 01,09 0024-6-7 LOC. 14 1./LIKOICTIVAI SPLICE BM 3- 5561 Rod inlormatlan Fr,,!,111Z"1-0 ...a The location and existence of any facilities may not be relied upon by tha supplier In responding to a 6rd or fn complying with ony contract. Supplier is reopennible for evaluating site condfD0o bob, about ond below ground Including underground Malty l000tlane. BLILRMEAD w 343 22 .ru 31▪ ' ASSUMED GRADE Nk1 SEE 5014-5-2 700 049. 071 201 ... !: !! .... t -6 -1 • ..... - .. —10 A '12 1 ... .. ... ... EiB.1135E: . 10 q WACCEDSELE 33 1105 El FUTURE 2307 q =KV 53 SALT SPRAT 0 li ST LT SUNSET 11 D. d ao• ao" w 5 PAVEMENT 444 S9' OG ° S. "MT LT 4001 81W FOR 11113 AREA CO SEE mat 5004-4-2 PAL. VISTA illSt 31#2 LJ 3-1000 RCIAIL AL2.510/XPE,3 03 FLEXIBLE. 00I413.4 2-61 FLEX. COMD. SPARES BIW POLES 6 Eli =. DNA SU =4-7-7 FOR OM .ISSIIMED MOE 114 3141 117:1"1"' 3 +2 ...... . . ! .. . .......... .... ....... . . 44 1. 43 42 -1- ... .. .... . XISTIEIL•t$: . UN:Mgia4i7T7 ! . ... ... . . ... : .. . MR • .602071:91 ... 4 ... 771 ...... 4 ...... ......... -13 2203111.Wid tlMUJOEIi70001L 1416: .......................................... - 4 ....... 75=19469.14,5621307345-1-- 1.106 011 P405j 4 01 0E110/45E10 1605 117b1. 117 1-85 6 RODEO L005912037: 1120011 12053 54 20 U0 56437151014 INSTALL 1655. CARNET 3 114 AT SURSEE ISLAND 3 FUSE FUR. PRIMARY, 1.4.13341 11 #2. ASO 7135. 70 SIM SUNSET ISLAND F.4 5.1156.0, AIM 135 SO= 305135T1S-51 URI A1.13 AS-BUST COPY AS-BUILT CREW PRINT =ME* ccOPLE7r2 de ahem on AL AS-LWILT 656 15554 chnnyei M. on RO6 4-3E5— Walg \tat tf.:^XInt 6060607 16050 160 Pt rid i5010 0 166 '5 140 0 sunyy/0t33t 1,521.0 wax qln Di 6a11..-/Pste. 00.0000 C7/355611402 Tra+d, Font 01611386 Feet CITY 3R 133r. BA 1W0 RR 14/1 CD MtAMI REACH UNDERGROUND SYSTEMS BTVIN W 22 ST et 23 ST ON SUNSET OR MIAMI BEACH-FLORIDA two No_ MEPP787 ....... . ... 11195 3+0 DE511313 HT 1.1:00 DRAWN 131' SEETIARN 0470 =0E02 14AP Na V 5 30534319 .100.11 os/05/5 3085434 3 35/15/09 3055433 2 D5/10/0/ 7222-04-883 0 33/11(80 COUNTY AIR STATE RD MONTY RD. 71314514. 2 8*5132 01.194. NO. 1.10. 0416 - REASON L ithOlOrla Finqueitr 15115 ADD 156005 250110 6.30854391,41030-135--4.39 111 / I SEE DWG 6014-6-6 I 1.0 SEE DWG 6024-4-a 711 111 111 1 1111_ LUCERNE AVE 1 11 II SI ; 1 ;nt MATCHLPIE SEE DWG 6024-9-2 I 1 PLOr DA /WS Pun. nLon 131I130 Pu cS NUM 55 51, 5 S 13 a q I S S S p F q 6 II >11 1 - 11 III i 171. sill ,el g 111 1, 1 1 1/ SEE DWG 6024.--6-1 III SEE DWG 6024-6-2 111.,L II III I II 111 I III I 111 I LUCERNE AVE III 5"g El 111-, a ; a q I q S S S S CD iliq :,; U, ,!. -. mo CD tttrt WV; 5 31731, #14an 075 ,,, 6135 15)(544._ -00 D-5 6.00 2/1:40434 • 8-7050-1045-0-0 Ws Ann, 11251-In 11757-1* INS SEEJIY12.,e211r2 lama N 3 X:kf43- .34,7?), X ". • Lra...k_ 1 .'''4 1.)5Wi:40435 \ ....N ,Om ''' P IL 13,TA V, SIC e •:;... N...r.z., \ , 24534.4,3438 g:I gi 72187 957(551 3-7555-0753-0-3 3.31.117-1 2 13 011759-1 I I i ‘ \ 01175/-1 0 K3012135 31153 33 a 5,1 .5. I TT -. • ...., . 0 11763-1. t13 5-7355-0763-3-5 \X 'N r1 /1 11755-11 4411Vr-0755-4-3 .11 3 N.‘ V/ Il) • 22 ST 1 ---- - ---- - ------ 22 $T -1i71 - — - -14-•,- — - — - , _ _ ____ _ — _ _. _ 7 1 ---= \ -\ _i ... _ _ 4 - 7 - --- -'-' : _- -7 - _."-- -,.:- _ , - _.. _ 4 1 -. - !....----_-;.a.-- -fr ---. _..--- .-: -_- c.--.* -_-_- : -... ,r_... ... 4 r. - ,-e, _- .= : . ± Z _-_-. 3 ---S-- -7--a — ,;.Z,o), s. \ • \---- —a— — , — — —a— . , O1 it 1 1 . \ V 11757-13 ii [ 11 [ • ,,,,,:„ \ A \ • \ 11757-12 A lt i --- 21 ITT 4„, • ..... N., ,‘,. 117,,gin a_7„,„ .21,50_,_, 7 i i A' ,.., , 111 07E14 DELTA W 111 IZ sna ra Qi •iti III \ ' 6 W ri i a I , i'31 -.• ITT 0 \ '4 Ili I II \ \ , 19400 igt lao • 111 1 0 C:6. IIIT 1 FYI 1 .A. Lii -I ▪ l SEE D1VG 6024-5-2 - C k s e 1 . I --- , I I I • 4 • , . ,? ._ . . . ' ei • , l I 1 11 t 11 1f 111° ',N TTT 1 PI ", [ , 35- g, 1 1 1 I 1 °I i 111_, r - ' ——' 111:::::-V1:3:474 -7.!-1-7:15TIL--7.:-'1.:_11 _ ---1--- 21 sr 11, MI 44- N 1g 11.1-9 INI 11731-11 ii 11757-4 01,, 010 51ACC69BLE 131C1, 0 FUNRE SW 0 =1021 SILT WAY q 13I1L A77E111108 . ROW AGREEMENT SEE DWG 6024-5-3 SEE OWE 5024-5-4 60022*0311 30735 - 330 33O5.139 5024-6-2 (Halts) 39]0054]9-z. nonf-a-a gaconon-2 Paws= %T....432-4m lonoWnn nnd 63131,3005 of any 100701e6 low not be rolled upon by 111. 6.17711.!N roonoodIng to bid or In complying 3513 any contract. Suppllar la rasponoNs for avoluatIng It condiUnno bath ohm. and balmy ground IncludIng uniloriCound Maly Mottlana. REFERENCE DWG's 5024-9-1, 6024-6-1(SOH 6024-6-2, 5024-5-2(5072 8024-5-Z 5024-6-4 6024-6-5 0--705E2i115-0-1 1130051._ 13aSt_9azi_. MICA- _ SEE DWG 6024-5-5 7600 50644-0-4 0- 11787-la ILYSTA DSC 53I Fl 5-7335-1141-0-4 1)513P10432 MS-WM-NM 3J1.11755-14 Mir 511750-10 011755-16 011. 33 2 DO 'V' 0-1055-042-3-11 4.) ., "—— , , . ,,,070.cmc._5 \ 111.4-72—_,,-7•-12, > ,, r--1—.— 111E5-13 \N ll i -1',..'.N\ aSSITT 11 \ , 01,1 i ‘N III s _—__________, ill. 1 _. LT..iiii N . 710„ • ,...,•1. _.,.., LVE.-{j-7 \ i ' k DESICNED BY Y. MU 004 SLLOT 1613140 Easvenentt 330 90 13 .m...7.4'St4.0 Yu:gimp AS-BUILT COPY I AS-BUILT CREW PRINT taw own-ww WA CI) 62E-OH/UG CONVERSION SUNSET ISLAND 4 WO SUNSET DR 74 21 ST NIAMI BEACH. Pt 51,1111.111147 1.0w El /343,31 ST 0./3,64./ 0LT mOweE] Job 0531315o COPPLSIED vturwri an Ws AS-BOILT Ont. ladadd rAtogto *ow on ROS. adancrtickat 0t02430 lhact Bank Rea on/O7/12 119E 113nen Rot Ls, Podko, 1.3ffl 311:1 NAP NO. p-cans ono Na 6024-9-2 Orr 917 EXt DISE 114 =UNIT AR 1572m00 COM, PO, 1/23113A. FM 1.9 9.0rM.r.tWATZ brrarIntr12.—"" fEDEL, 713ro1aro. 0.3.8413 33117/3o9 4317 3,1.17 =El colE1 .i.3085439.313030-85-439 3555939 03/C11/12 001 10 95 551413351011 2457/11.1594 CABINETS 2. PULL 11113IA21 79 9114 CM 70 MC sutisa ISLAND 4 750495 72110 KO. NO. 11413 - F a as 5107 MO O (1 R) SS) (SS) 5-7556 452--0-3 OPEN DELTA attx 1/2. NEI WADY DR STASE AR I FAA D Mama.. au 131CY q mint 2000 24. to WET WRAY D MAL <5••••? 2I ST LOCATION SKETCH NA:So The location and existence of any facilities may not be rolled upon by the supplier In responding to is bid or io complying Won any contract Supplier le nava-villa for evaluating site condilans both oboe and below ground Including underground facility loactione. Lowttp77.2orgr' Hod NMI, Rwktmw (Ohm) 1100 1117 vissn-7 ring-0 CONONIM200 NOM - 1011 3061420 0021-0-2 021-6-2 0024-0-4 6021-0-6 6021-0-5 ,Niii.ox-n gyn.) itled2OFF400-132-4770 0000 110 000 1-124. KnERD05 1-i4/go4PX Pal NEVI 1-4/3A-CiPX ROW AGREEMENT EiCeT Lla SVa se maned trims xxsokmaguinen Di IRE "falrAtt FLOE tIOYFREO Mk AOREENNtra W"LECT COVEIMIEW1 MOM, TN LOCAL OWNIMENT 02 ORM WAN Of WAY Y.245 M1/4 20.Tria219n1g7 PE 110EFIEDISOWIFOIr °TANTE& ALTWED. uc.u. goVEXILWIT NIAL. PEEN. FPL MI A &Winn MYSfl"f12=1SOIMPSFLOW Jar& 100 002101111121W NW liCIAMME nit' KW Wit codas %mug, sc.odE owykurgoviornwips, mow. MOW WAY ALWILEWIR DOC FLAW OTH DENIS. tour on 000 141/00-1PX ltDO 2120 REFERENCE DWG's 6024-6-2 6024-6-6 6024-9-1(SCH) i-knin-apx ---- --- MATCHLINE SEE DWG 6024-6-6 G u S 21122111._ %WAIL SERAL_. am v AS-BUILT CREW PRINT Memo& MOWM 01222020 BY Wk Cs 62E—ON CONVERSION SUN ET ISLAND 4 V/0 SUNSET DR & 21 ST MIAMI BEACH. FL Work .IM 9107 mOtoq IL RUIZ AS-BUILT COPY MMIM DRAW BY T WM MO AO M DoPpor/Otoioe IWO WO SEENARNENAR crismdd Ott van can Jab WHIM =FLO. w Wow WW2. Mama dorm on OW AS-BULT Mal ROS. -2133— Tronch Foot DALE OM Ewe sew OC/07/12 Mow P0.0 2251 tIAR 30354.33 1 33/37YL2 CD 10 U0 CrAIVOI5I0N INSTALL VISTA CAME( L t 2. PAL PFWARY E 000 CUL 70 542 SLOW tsvato 11-0222 NNW. 0 00/20/12 PRE-IMINrf 02202 0120 Ina 6024-6-1 NO 22 X120 lDa0MY W. 22ANNE AWN NO. DATE IF 10 20 FEET iPL=AL3 ISEULT Ported by Toloplwoo Romoll NAM 20 OAT2 Itoopwet MOW 0 orown worowne .Raoss43a.poso-85-43g 02 Dist RR )3n0 4052110.' 414 c2 003 133300 STATE RO 1FM MATCHUHE SEE DWG 6024-7-7 El nierrrorgle 0 noon 324 0 =KV 4111 SPRAY 0 HAL AITEMIGX ROW AGREEMENT 013.11111311411117 4 frinursE) -roos-40521-0.-o catavirnoerr 3 1.1)733-1 5112.1-1 rung zs no -E. 9-1050-0755-5-11 C011111111111£11T 2 511440130 0-70.1-026Y2-0 30131{ TO 17/4140432 COMFAR111111T 1 40435 a51-scao-crrea-, 11011311 10 5111.441503 P.N. 115114 OISC. SlI12 00/40 8-76.115-031-13-3 V Rod lo.ono1bo IsnlfOn FM I Ground (R tile r Rod 001)414 ( be ..k, muy not. rolled upon by The xthpller In 10 Iodation End aglotonea of ony facilifflo responding to o bid or In complying with ony coact 81ntract Supplier le 1.0011311e for \‘,.\\,, r.lzystrunLIncludIng underground imatun1e lane both above and k N LOCATION SKETCH N.T.S. t1.415%1T 630 #14.15 Dixo rfirtie aux tlnit 0140 ava •w,v, 'a-4>f , d-3111120.". -mai- -I- flu- A— O - 1 - 122 --.72;11 V&A* 1O29T Alti7 TS) B50 (IA 55) AU14.54e-"IoX 8-78.50 292-0-4 OPEN DELTA,,,,,„00.4 11750-0.0 11755-2 1173O-1 C)rfrr P.N. %Ism rem swig Ensr VG svc UST Ua 544 C> If .roy, mCD 30'0H 3o-HH 22 sr.-"N /04-Ted 1 22 Sr 2-1l00-Tx (2-al ,c• (Eac 7851 21../ _ (11121,31 0)00- —31g130- --f- • • CD 1101611110000 1.101.5 - 01r/ 30530112 anagEria.10-4.12-47d0 iggfaMM&S PIM NM 1 11024-5-2 1-4/01-111 0424-0,1 1 11021-5-4 1021-6-6 11021-6-2 333105511111-1 (1107115) a S S IN S 1- LOOT nose Ann #3141 L— — MD MT go SSC Pou. sea 1/64-1PX 21.110 /MO MAICHIJNE SEE DWG 6024--6-5 An. 1331 1-4/04- 41R10 E1151. 121 SRO Mgr no 5.0 cm 42 21 REFERENCE DWG's 0 5024-6-3 5024-6-4 6024-9-1 6024-9-2 retell. RH P04080SAUCE DOX _J o70+1x..Mesa...sox/a- moo_ 11. RUM 009471100094711000947110111. Oxen., 1=00 RI surelyistese WA®wU Work sin. seer =Ow 0 AS-BUILT COPY AS-BUILT CRAY PRINT Seer 12.43.E12.43.E --1,,e-tsge -- 'eau— 405 CERTFE) CONME112 ohoon the A5-BUILT WFL *barra th DRAW BY Ton lio(41 0)1}0010 Doslo.r/SlciuS 11110 No 0 R. 5501AXNE/Sto. 0/k CD -62E--011UG CONVERSION SON ET ISLAND 4 Y/0 SUNSET Dl? & 2/ ST 141419 BEACH. FL nr/s4neki Met no0 so Dent Bonk Fed .4/20/12 11-0264 thet Peethe, .1E1.0 ihnth.4 1 CM X $11551.71 04/2o/12 OH TO as CII1EI9010 INSTALL 45171 CABINET 1 a F121. POMMY a FOR 1101.10 SVG MALT ISLAND 4 030 05 8024-6-2 Poltod by Tabolsono Rowed? snalso 0010 50)5.01 TESE1 MOD ASERILT Ohl ND. PA1E REVISOR 0 1a 29 FEET _ uryptiwA= tre.rot . ° ¢ ma130815439.43030-85-4.39 11.120655181£ 1240 q FU TARE MY 0 2.601/ J SALT xprur 0 HULL LOCATION SKETCH N.T.S. CONSEILETON HOWE - URI 601101.0 JNEWECLIELININS2 10/21-6-1 6024-6-2 DOLA-11-2 6024-8-0 0024-6-6 6024-6-0 A1005460-1 (=Es) re 1311 E A Zu 4-, 0 The location and existence or ony facilities may not be railed upon by the nuppller In responding to a bld or In complytng with goy coutruct. Supplier fa reaponelble fof In albs condition. both above and below ground Including undorground facility location.. Lasolion Awed Rod InforAnallan Awl of Gra. 11.010nc• 000 N.0110,1 (01.0 ATTENTION ROW AGREEMENT REFERENCE DWG's 6024-6-2 6024.-6-4 6024-9-2 11.116.71_ rdDA& 150a211.- 011601 AS-BOILT COPY AS-BUILT CREW PRINT Fowled? VSEIMO seowylsete, o340..1:1 Work 004 SAO} 000000 q 105112£0 FIT SA. 000 NI. co 52E-OHLUG CONVERSION SUNSET ISLAND 4 0/01.1eIsTal.",2Li ST FANW MOM. Tree 1110667 WAIM. DmAioner/SNA•11 00AIZI W) 1.100 =Mc 13 DRAW BY R. SEENAAPP/111, 30b 010111002 00/11111.CIED m .4000 01-1 NY AS-BUILT prInt Ilaledd dunce. rho. on ROO. —060-- 116/3 110011100 1001211600 Trench F000 Cud B6* FAA DAIE OVOO/12 001.1tOY AIR STATE RO FAA YM wo. V-026.6 ollso/12 ON TO 110 0011VER3EN INSTAL 1GSA CABINET 1 t 2. PALL 01011ARY t FOR OM 10 PIO SUNSET 13.0 4 "LRIblItr'."="4.= Air 'epAe." 0/t 6010 000NIT MO. 0 10 20 OWN NM 8024-6-3 AVIli NO. OBOE =OM P00164 by Mecham Rea.nelT IAA CI 0400 1060.m17 WO. q FEET w40654393,119030-88 -4.39 MATCHUNE SEE DWG 6024-0-2 ANAL? 1031 041471 FEE RR 0210 TEENS. 241.4.004 Penn*, GATT Reque427 walEl ma a CITY DR DISE COUNTY AR WIDE 140 FAA EmarnantY lm(012 00 q INACCOSSOLE 111XV q MIRE ohm q 2.230 3 Ma" SPRAY 0 MU- -WrTCHLINE SEE DWG 6024-6-3 I 4F-4II jr 4. Iing x 1-#4/0C-11.2 C" -27 V-TOUVI cS49- - 5 4' 11701-11 11205-13 X—X---X---X- 4.0 •:> 22 ST 2.1? _ \-114. 2f ST LOCATION SKETCH N.T.S. the location and enletence of any foolltrlen may not he relied upon by the supplier In aeopondlng to a bid or In .0010011019 olth ny contract Supplier 1. reeponelble for uvoluctIng alto condition's both above and below ground Including underground Malty 100at1one. Ground pod Infom 1000021 Had 104104 mibr 2•41 of liovnd eklonce Fe (01104) OCEISTROCOON 14016 - SIR4 300.44.14 .BEDMIHEILIHNONS3 6024-0-1 8024-6-2 SOU-0, 2024-0-4 0224-0-5 6024-6, Ouvaw-c42-1 NOYES> RIRETIffliuKo. 11041212-1014242_KC21_41112.12--- Oa CD 62E- OH/UG CONVERSION SUNSET ISLAND 4 WO SUNSET DR Lc 21 ST LIMN BEAM FL IMO NO 6024-6-4 440854392weD030-85 -439 CH TO UG 2011VMS.1 2132013 VISTA COONEY 1 2. PUtl. MIME 4,201 OBEID SVC 9.01441x0.244 4 REY12104 1-#4/03-1PE actrhornloar 4 Trawl F440 111173.5-14 1311750-12 C11250-1S DOE 31 • 110 2172.40-1042-3-2 s.0.0 TetEirop 2L00 61111 C1E01 2-74116-1642-0-4 COUPPRTMOO Not Bank F.42 000 .4. SUM 16[3100 Cr/Spedd Ntrf tot10 Po 13 211#40432 0-7350-1042-2-1 300111 TO 244 PH FOIE 001ONR111100. 4OUDIETUE1IT 1 DESIGNED BE 11AP WI. UG Da BLOC #2121 1 76' 144/0A-VX 6-28515-1012-4-7 LI. RUM V-0235 Ton *act 1100 HO 14.1 Way Pa.11402 142111 12 Paelad by r" NO. NOE /a1 402 (o-r) ~1AX SD NN E 030 --at WOO PULL 0.4NIDE 1-4 -IPX F22206 SY0 OUST 110 Sea 62001 1-71* 0-64/00-1412 11 HOER ON EASE 144E OF FoLF 2-91:10411P 8-7008-1645-0-5 SW#40434 00 PAL you DSO. 4201 -2EFIT0- S 020 CD7175737- 3 C50 (tts)(qs)_. B-7056-1543-0-1 0-100-1041-12 o5 P.Y. VISTA DSO DY#1 AS-BIALT COPY Ines noroca CO4PLE020 0 .hone oa 1.41.13-013.1" pent 1101433 &aux. 200. Fa 003 ATTENTION ROW AGREEMENT REFERENCE DWG's 6024-6-3 6024-8-5 6024-9-2(SCH) 1E00 11401 MOO #1420 Mt HEX 1-4/00.-11411 2 (, 2f ST (3 cat PIXL 1-4/0C-IPH EMT UO SvO 3051 110 530 0200 #1420 045-,2. 11100 11410 00.640431 0-21216-1042-1-2 HOOT) 20,14.1140426 Of/A101 BY 1201E 0 10 20 .10 FEET -jea• car- AS-BUILT CREW PRINT IALIV.WrArtrAZ '17.1:="tair. FL SIMI...VIER 04/29/12 80/01224111£ X 1204 FUDDLE =KV 0 =KY IN SAM FRO 0 NULL AITDCKIN The locution and addends of any (actable may not be reflect upon by the napplier In responding to o bid or In complying ulna any contract Sup ter 7n reeponelble for evuluating ens Bond ban both above and below ground induritng underground Friday 102=101110 ROW AGREEMENT frond Red 104000011co 1000000 rut at Ground Rod Larkiled Realm. Stool 02/121102011011 10115 - 20111 30051011 REFERENCE DWG', SOPTUBMW 0024-0-2 11021-0-3 6024-6-2 0024-0-4 0024-0-0 6024-6-4 0024-0-0 .123005430-1 owes) 6024-8-8 6024-9-I 6024-9-2 ignkairlIr4..ro 111.02 02144 0100 #1401 Nd11000 SS) N --21100- -I- *DP 0301 0301 6-7658-0144' 0-1 i K1110 #1410 Mu. nor - 1-t/022-7PX EAU VG 9/2 B 20241.10 AC newita_. sedta_ stngs_ onta 61/20/12 2-1,220 CD 62E—OH/U W. G CONVERSION SUNSET ISLAND 4 wommtsE ST laTIMMArvIVVXZW.grw"wwb• 10 20 000 00 6024-5-5 yormom oy.e.01 Dodd by m308543910rc0030--85-439 FELT lihpboa• lisssertr int:gasp CATY ggssatif =2100 0 WAOTnAls 1503? D FUTURE ZAN 0 zenr DP SALT SPRAY 0 sum 11 \\, 22 6T -ks•• ,,,2•>„„ LOCATION SKETCH ATP. 1 ------- _______ ATTENTION ROW AGREEMENT OWl VC WO I LJ Th. location and existence of any facilities may Bob las relied upon by the supplier In responding to a bid or in complying with any contrast. Supplier I. rssponelblo for evaluating alt. conditions both above cad below ground Including underground facility locations. ADO #1010 DAT Da SYS NEM OW-1P% LontITA Enna AA Fan of Dri.n. Annan Rad Inktiod (Ohms) EAST CO OM VAT DO PiD GONSTRUGIAN !VMS - ZOSS4. 6024-111 Z 6024-0-2 0024-0-4 0024-0-0 6021-G-D ASTESATO-1 BATES) REFERENCE DWG's 6024-8-1 8024-8-5 5024-9-1 AS-BUILT CREW PRAT B. FEEL DESIGNED BY An nir =DICE say/S..7 10181.713 Pa* nth ACT man AS-BUILT COPY .nETris Deatinn/StanT ronswE) Tree World ID In Ei CE/specklAta .0100 An CAMPED MOTTEIED so non AS-WAT FrM Intern chnne Pitmen 60 COS DRAW BY DATE Tnrwil Ent 00/50/10 Dun Bank Ent COUNTY AR TAMA_ AAA AAA mxv - Mt CD 625-01-VUG CONVERSION SUNSET ISLAND 4 V/0 SUNSET DR & 21 ST MIAMI BEACH. FL Teellnet .1E1.9 FM NAP 140. 2-0235 STY x I DR DISC van RR AND COUNTY 10. STATE RD 'MANDL 0 10 20^ owq wo 5024-6-6 "LAVREW.1.1.17e'Ar=etr=.2* 0005400 0 W.A. di ID ti0 PAPA000 AAA. ABA C.D. 1 t 2. POLL PROMO. A On GSL 1D svc sanscr 144442 4 Far MIAMI Tinkm. Inquarll 122E13429 cam Rop.ott R®0 0 Post. W DATE NO AUDI NO. ASAALT .030854391.315530-85-439 R. SODLARPAALA 81°05E.12,2E5-._9 10265-2 p 1=9-3 L Y,Y, Pit list., is, so it 1-7058-02050-5 1.)54141582 2.)5744.11363 3.)A11750-s 011705-12 2E1724- 2.11E 30 12 DO At"' et-.0.-tro.5 3-1 4.)012257-1D 11120.-10 2121100-12 01). 30 • 20 5-7655-027-09 3 S 05 gglag_1074, SEE DWG 6024-7-6 k • SEE DWG 6024-7-6 SEE DWG 6024-7-7 0220-0 0167 (Rs)(ss) 0.25 (L.SXSS) 8-7658-15617-0-7 OPEN DELTA AITENDON ROW AGREEMENT REFERENCE DWG's 6024-8-1 (SM) 6024-7-2, 6524.-7-3 6024-7-4, 8524-7-5 6024-7-6, 6024-7-7 1ABPP162, 6024-6-2(SCH) SEE DWG 6024-7-5 The Locution cud exleteno. of any facilities inuy 6s1 be reed un b the supplier In respondlug to bid o or In y oanglAng altb) any contract. 509911e0 Is rosponable for evvluutfog 011. condition. both abovs and 5.150 round lnelvellng Underground fealty locations. SEE DWG 6024-7-5 weartat .1.13Ctotto 71212031.011.2120 minor A. 11 De Mar or WO.. r. maze AT SW 00.110125[AV. MUG"! stseL,Lweacter Lens-pmaga. cpwiLL.M. WM. Ur LOD. MOWS fal mir p.sLt awe ones mans ewe. at Romeo: ewer emu mums ILN3 VW EMI LeniLLY ta Lona Loam ormecaz Cc MOOG /LIMA TM ICILLIAMIMILL 311L1/10=114,11011 IROWLML tow., 1.4210 PiKI.Nr• 9.1613.. ITY coto .1110,Annoto. UAW.; a oo.002.2,21.22LA stop.. wart. m.o. DA Do .4f Com A from cow tTSCILM ORTVE061 1. i X r aIre t. r IE lC LLAULT 141/ .0 o Amon nwDo M. rot O.. .sal.. IL • 19255 19 1.31 , -11 a \ 050 (65)(66) A26 (16)(55) 0-7650-0250-0-5 • OPEN DELTA 1AATCHUNE SEE DWG 6024-9-2 Ott 70 06 D6116616611 INSTALL 415TA 2113O30 a k 4 AT DUNDa ISLAND 3 12214-11 N . 00 5 7. Carlin Art STATE. FM 10 Fsa RR MOM RD. TRANDLL 24 51- 24 ST A - - - - -A ==.A-1.....=.:-.7.AA " =§ = = = t- FE. - • 7"7"1-. - F {2 20) tP DDS) pg.3 MATCHUNE SEE DWO 6024-6-1 .7., ftgsil . --.,_-_,---:-.-=--.7:.= a 00) --1----! - -1. - =,.__..s! -.7... ,._., - -A ..- -- -A - .. .=i = = =I 7_-- = =i, 1-- -- i '----r- -A - -11-- -A - - - - ..... --"/--77-_,....-= --, - - 1' 7 -1 _ -_ -_ - - --- 25 5r ---,A.--- - - -1.i- sr 1 1! !, ,..-e 1021S-7 881-76.510-5286-0-6 A157 (RV%) 1350 (15X063 8-7655-0760-0-3 OPEN DELTA 20252212220 ACITED - 3120433 11.4111£0 WA= 0024-7-) 0024-7-2 6224-3-2 13224-7-3 WW2. W24-7- 5224-7-1.0 0024-7-5 0024-7-7 5024-7-0 .3065435-1010.5) MT= 1-770-132-1207 010.12_ 70 06 uric_ ASS) q INADoo2Ds 1C7,0-1ETV1 31 1L-0-1 1025D-q Pai I.A."-A 11DELTA02 tucsi52-2 a0L+4 -11 IL IX] 1310 0 DAME ZUCY 0 23110 9.LT SPIKY 0 HULL SEE lAEPP162 Ist)34127 10207-4 10251-5 EINIT' l w 1115 t!, (IT 1 t 1 I 7,, .,11 ) 1 /17 icke MI r i .,. 1,/,' / ------V" _E -7 1 - i -r --. --12-- -.. -77. - -- „ - ,, -_-__-Z _P-= - iF_ / / 1 1 1/ f t ii -- I I I F \tE-M r 1 3 .,7LROIBVP-1}-5 8-7656-1563-11-3 :73 13167 Ofttal DELTA \r‘'‘‘ 14001400 104 1.02-8 I102011-7 TILA=, 2,1 10407-3 SEE DWG 60111=M-4 ____ t SEE DWG 6024-7-5 (A 1.5') C912 3231 DWG 4 O .ASEOLT AUDI 14. =SM. 300303 memos 2 53/06/22 «WV. bllAb/DUI OWE vAk. CD OH TO URD CONVERSION SUNSET ISLAND 3 turksarsti°7- LE"CHTS?: FL LAC: tasr PIEW 4 k ReglIggi 0050 117.52. 10707 11734 k AAfel =PO 12007. 12008. 12024 DOE FIDE 11214ART, 91411.213, u100 TIES. TO SVC SUNSET ISLAM 3 PENSION AB-BUILT COPY ts,rovo- Job MEN. COUPLET. sh co ohavo on ea11. AS-521. pd. Usterld ove RDS 4314700 triATAVIIIIIVgr 5227 a Ece20.1 liSEITO 0 ,E421..-E3 Taleottont 0550.05 =MO 0 GEN ReVede I20060 AS-BUILT me. PRINT m0.0 Work AM 5000? 230.0 Tivo War .20.0 0 crts,..br Mr, 000.0 Traub F..t Duet Honk FArt Pooled by DM*. BY LL ROM Mow BY DATE SAP Ns lanuorufait V-0260 0 LLT7 O Er vimSOSS4S 51m:0_030-85 -43t' 805 6024-8.2 0171001E =SA 0 2914 SALT WRAY grAHL .) 5-7 WOIlMn Ti 22 0 ma_ q faccESRDLE Cgl 1.111N — 1 — — — 1 — — — — — ri =i ±-----11-11:=1 17 _ _ 0734-a 11734-0014 11753-701.0) C25 a. Trini 0230 RS ss)IsaLa 05-0-7 peal 1313_70 BLDG 1530 I II glrPrel-o-o - 11754-4 11754-5 5-75nWS-0-0 105111754-7 11754-0 —4=1, ATTENTION o.ko.r/soi, 11s0lo0 etis,37 NOT +6QAs Q hodi Fast Sod Bank F.1 PTY 56 R. ha 1 8141E Pa Int CAUNIS R.0.• 1710101. FAA 41514 05511FED 0011etEl£5 a4 slam as SEA A5-0151.1 akt. Monad dunces ahem 40 SOS. apenree 3 /----, 4/ , ..,\,,. .‘,„ t___-414v1=4,1----------------- ,.\„„ ,.,\,,,, , \‘‘' r ' — DM DELTA fi4V.f\ ‘1. I I 11755 ....__ , ' o . . , - — C r - . — — , C — — — .-. -._ 1 r_ ir: 9, 7 :Ai . -_- : ,—_—_ 2 . -7_ _• ; -_—_ E -_-_•.=-__7f--_ h ._ . ._ .. . 2117) _ IT 1 11702-7 t 11752-5 11753-0 11753-0 - \ 15 I./ Or-71D) 11752-4 03)151RUC110,1 4.175 - wal EASfaBia5-1 5024-7-2 0024-5-2 5524-7-3 1075•7157 0024-7-4 0524-7-5 5524-, 0024-7-51 7 11021-7-3 osznasWs, 8157 66-0-0 MO ins 11753-15 11751-4 _ _ 1 I I LC g4 SEE DWG 0024-7-1 SEE DWG 6024-7-2 Al 121 11044 P.O. 1151A 21S0, SW 14 5-7035-0565-0-5 1.)514:40438 2457/11404.17 34113r7:1 0-73.55-31359-4-a trirual 1712.9-1 FUSE 3A 0 50 'E. 0-7550-9106-3-0 ne. (c v.. art) 7057 • .... ."5, \>„.." aSS) ------ — — A — REFERENCE DWG4 s 0651-3 8024-7-1, 8024-7-2 8024-8-2 (SCH) 8024-7-7. 6024-7-8 ROW AGREEMENT 1,0 h SEE ritill-----------Z \ A : \ `.., 1 ¨\ \ W 1 ts -k 11704,5 '1754-1, /A ma iocotton 774 neketttoos of Men:. Raw not be relied upon by the upper responding to a bict or In 97144741 011h any contract SupplIcr roopon•Mo for evaluntIng alts conditions both abov. and below ground Including underground Nullity location. WRY* 11,103151.10 1.116 1/0, Amman conscorAcal TIC RIAir WW1' DM TO VLOII. MAWR NT MIRA PAINA•311 .3. AD Mt cadda Ardesad.....1171 tai.oes. duke. swami et.de sUr sr Oa MOM 111. TO .1.1.1..tA 1/031*X•RI IS. As MIX Dirt NOW OR MR IM ICOR. MORA Olt Ce0.111f MAMMA WIC /M. R 51.11.4/ 0.0070,10..1.4 AVM. oda AOTA Altc.11, 4414204, liNVAPICAM 1 L Itr !DAL 14A121.0 as. nsa Roman no MS ma. owaro1026, WOW MX= OR WITOST 17.)111.11171C Valf 1111. IN1611441 01.03.1 InoSsif 10 TM .01.1.. 1../eg LW AC 11.11,01•0,1111.1114 11.1 ROC 711.1%, 1,11:11. LRORS. nantAt- not,- oaa3SL-, cSs DATE OS/CO/12 T1., Oda =0.0 1.1r9 Nothgt 7,431,11,0 55105/57 81044 501. MOWRY. PALO.603. AND WS. 70 SIC SUNSET ISIAH, 3 /PA4 14757 PAM k MASER LOOP 11712, 11753 11154 MOM 12.10 12257. 12055. 12008 MAP /AS 7-02.3 0.110 Eanadter Ian 140 SononttataT las75 In 0 Vint nth 9401 non so 0 1P3=, AS--BUILT COPT IMPS norisnr AS-BUILT CREW PRINT OlUtol BY A HirOwcroll DES.. 511 LL RUZ RA CD OH TO URO CONVERSION SUNSET ISLAND 3 SZ1771AILS W. C ttD gr 40,410 BE . Fl- ow go. 6024-8-1 1073085435,141030-85-435 os/c1/1. oRiD7/11 3603435 ON 11:4 U0 CCtiV5350U IKSTALL SISTA CA7,1157 3 k 4 AT SUNSET "7417 3002435 3505453 o Tonotoos Rogusrlf =®,e ID Ws iteenetr =000 Pootn1 NO. AVM NM ASSULT DATE ... ... ... , .. ......... MOONED BY DATE L 0000/10 MANN BY P., saws. W.1. 50. 7-0255 M. RUM NY. 211300 0 emo2221EY 0 2302 Gia see, Seal, SURVEY AS-BUILT. NOTES 3000-4710-01:0 194-28 fa 7035 (1-3-33) 00120-00-0.:0 SIA-M ftt 755 0-20-04 0000-00-003 132210 41173 P9.41-43 (2-3-00} 37 V21.41:50%221 77110 POLE SAA S4r, gtoc • 020512201201 50125 - tm4 ‘0203.5 .83201820_11BINGE 6024-71 332-0-1 0024-7-2 6O24-6-1 0024-7-3 1.007797 6024-7-4 LIBPP103 0.024-7-5. 024-4-7 6007-7 11 6024-7-B 3.430215133-10201.) 323085130-2 CONOVT-1114T cm. suitseurev. 800-432-4770 (13 • 0500131+7100 'llig+1121.11t 174 OF a-rmc W Etfkapktwalm t 12-Eig.444 ay.r y RI 1)5Y0.1 ,,gg -844-A7 0i 4 304:002NT: IINMOR01.130 FACTURES AND ,I E I MAES0T 200 FEO V GR B IE IE tVMAMO r EB E OE I%w pm " e.M E laf. 540+EWEWC.VM 1 M5OX rM T 1LV Tk'easMErViia EleofFID:Wit.11f sE WiroitlicHt Zres aaL11141W4MAo 71:71,4:, costa FOR T. RELOCAMON, 43.511.1.ff. oft RFAMANGUEur. Ile LOCAL 5000113.12tif MALL ALSO NE0.123730 POE MY COS'S 112 LOME etP033 PROVELT eV THE B15111. op mlureE 33:42133,121+ 4 042way9gawevindaummr, ova, 3. !.4 . ATTENTION ROW AGREEMENT ROTE.= I- ELEVATIONS REFCR TO M,El. SAY DATUM 1129 1A52tArA '+00 a10 ' 70.51 0050. 71 0- REPLACED 2 , F E: eL AA..,0 E.I L6 1L7,SO WMY le..5f 034e.3 IO . M 3 RY2,M. - mq 55 IStV01A.0oro-040 _ST +45 7777,r:7Sn, ............. . is .. ....... M-12.6 .... .. R?iVi . ?_4 a3E-ABUI 4p) 0.0 e • • • .. +71-4' ... rr:"1.17:1 ... •• • .. .. : ... • .. ,,r ... ; S 11 2 z 3033433 00/02/12 01.1 715111 604.4220101 INSTALL VISTA 733040/ 3 3.4 AT se7t5EELT-4110 3 5.rvaY/Stakot beagle. n MA CO MIAMI BEACH UND ERGROUND SYSTEM v/c: Y., 2.5 ST de LAKE AVE MIAMI BEACH, FLORIDA owoowismea 1200200 Trench Fad Work 9101 SSAOP 1130100 OfiBr.olal 9313 .0300 IkaS Bank Foot EneeeLeetf 1140310 the liewia 1.40.00 1.14+ 05O9141 V.E1 03120/3. 0E3002750 Mot 33/11/02 M BUILT AS-BUILT CCPY J AS-BUILT CREW PRINT vzs I --Inc- 02 ocanscolOgroomv1=n145-02, Fent. Lieneew• larK.WZZATA rtgrAW.'' 100.0-03-033 0000-00-000 0000-00-000 AS WV 1.12FT NA, 31/03168 AB IOU CVO KA, MBPP162 DWo tuo, my la, 059 OMIT( OR ST= 00 FM 2O1 Pao RiC MAW AD. 177004. TaeeTene Fiegeeetv m®200CAW Reamelt 1210 Peated 110. SATE ASK. . AMR RI .1,305504351,,,D 030-8B -.435 .4 6553.IMED GIEVIDE ... ... ...... .. n ... ... 4 . .. ... .. cc7 ... 8411..KMEAD INACCESSEILE 13KY q RIME 23M/ El 23151 CKI SALT SPRAY El BBLAHEAD 5/w - ST LT SS 0444 tOG,E- SaISET DES. sdfr NV OD' 00° V/ 414°51' 07" AVEMz.NT IS 0 Yl ST LT SeUDE 0644 41 SEE THE Mat AR Ocat-b_1 Fir Ct. P.M. 0055 DISC. SIT/2 111300 ei/W CONSN IRED TRIXTIIN ROBES - SRI 208S1O5 PFO 6024-2-1 5M13-1 5024-7-2 6024-0-1 002 73 WPM 5024-7-4 5024-7-5 5024-7-8 1024-7-7 5024-7-0 .13.103305-1(N OTES) .1S21103(35-2 AWRY FARM, IRIT SUOLCHIRE 1 SOO oi2-070 B 1E0E' swi' 0021-7-7 FOR WO. ARMED 50020 SMOMAND ME UNDERGROUND mom AND ARMOND. EMMERT ARE DIME WONT OF WAY DUE TO SPECIAL PRIR1/61. OR THE LOCAL COVEIRIMENT AGENCY AND ARE COMER. BY OPECUAL AMMO. MN THE LOCAL GOVERNUENT. MMULD uccALGOVEIMAENT OR OTHER RI HT OF WAY WHET VAVROITTIMATIATII BriAr',444friFeSs%5ITAIS695' 5 MERIT. THE LON- COLERNMENT SRA!. PROVIDE FPL MIR A SURSTR1/12 LOCATIONNELING EASEITERIS THAT r Nautsc3Nr. .12 NAY ME DCDONSIMIT ALS:MI.1n, 1171:'00510 TO LOCATE. MORE PROTECT OR SUPPORT yttE FAOATEGIN_HE EVERT Of FUTURE CONSTRU0110. ITERSMATROZT WOM 'FalltWUNTIMITbEr APL FOR RI- BR TT; In SITENTION AGREEMENT 144 1 3- LOGO KCM1L AL 25 KV XPE.1 111 1-74 FLEYLBLE. COND. 4 2.-G° FLEX. COND. SPNB,ES STLN POLES Coma Rod 'donna. Lawalko Mat of Graund Red Inataod The foci:flan and 0210520e0 of any fealties may not be called upon by the, uproffer In responding to a bid or M aciimpIying yin Soy contract. &Jupiter Ts reepcnalblo for evaluating alto condlilone both above and below ground Including underground 54011I5y lotallonn. 141 +5 44 .Y:• ;'4•' ... ...... ... 43 41 ▪ 4:- D -I * -z -4 .:.-.- : .. 7 ... ... :3gL1:1 ,EALA3#P, ..... . . KV • • '.1.i4(:) : .. .... ...... . :- • -IS -11 -s .. . .. . -M -11 -15 • • • .. • - ..... „„. ... ......... .. ...... .. ...MIG:51,4LONIERNEDiiR.Olf-A 11111. 11 i 1!ATO11.TO.A.FANA.PRATAWOJINFay.00,..i, -14 -13 ... ... -44 ... fiRP.RIoo RIRIRRILT RRATKI, El CAN RooposlY wnipoon OH 70 ua comsa055 INSTALL 1tsr4 GANNET J t 4 AT SUNSET ISLAM 01St. MR. ?W WARY. P.1.1.541 9 12. AND mes. TO SVC SCRs. ISLAND 4 DINT. FOR, ARY. P.11.0.543 AND DM. TO SVC SUNSET ISLAM 3 NIS. Wanes. ADDED REAL. m ram OMR& 0 SENN AS-BUILT CORY AS-BUILT CREW ORBIT Job 1,44-54c 42011100 COMPLETED an Mown on thR AS-BUILT VAL MoLeAlri 000100o ahem a1 RO. .0.13 Tr. Work? 040550 Mop Nano? .0. 0 by 5urny/910Mo1 .11610c DosAymiStaluT voCIRo Trancll Fact ad" DR. COUNTY WW RR KING =DM CD MIAM I BEACH UNDERGROUND SYSTEMS 137154 W 22 ST & 23 ST 01,1 SUNSET OR MIAMI REACH FLORIDA MBPP787 30854355,4400-30-35 -435 IN CONDUIT "agegirtatIV.Aa= 'ailragr et Vogul:, 4!'" ... DESIGNED BY U. ADZ ORAW11 BY 2. SEMARINE RUE D8/o9/1 MAP 110. V D255 nW ° NN 1.040M CT/Spoold MITT '4.17.E1 Duct Bonk F.at STATE RD F. AVON 3645435 4 30/03/12 30115430 0e/16/OD 5435 2 00/12/23 Of BM I wastaa 04-485 0 05/15/42 ASMDLT ALITH 140. 56 RATE SPECIFICATIONS FOR UNDERGROUND CONDUIT IO] 1_ Conduit, handhole, and transformer pad placement shall be in the easement provided and in accordance with the design drawings and field staking_ 2. Use only FPL supplied conduit with _HI, supplied bends. (Figure 1) 3. Glue all-joints securely with EFL supplied glue. (Appendix A) 4. ±PL conduit maskers must be placed at all conduit ends_ (Figure 1) 5_ Primary conduit is to have a minimum of 36 inches of cover. Secondary conduit is to have a minimum of 24 inches of cover. - (Figure 1). Secondary conduit maybe placed at 36" depth when in the same trench as primary conduit 6.. All service and street light conduit is to have 24 — 30 inches of cover at property line. All future service stub-outs at transformer locations to be installed with 90's.. Where primary, secondary, or street light conduit runs turn horizontally, 36 inch radius 90 degree bends are to be used. 7. Cap all ends of the conduit with FPL supplied end caps. Denote termination point of each conduit run on the capped end, (Appendix B). All conduit ends are to be terminated 1 2 feet above final grade except at t-ansfoturer locations where conduit ends areto be terminated 3 inches above final grade. (Figure 3) 8_ Install 1 #12 copper locate wire supplied by14PL in each trench per attached specs (Figure 4). All ends of the #12- copper locate wirerauBt be exposed above grade, and secured with a tie wrap to a piece of stubbed up conduit for future locates. (Figure 4) 9_ Conduits terminated at transfoi.wer locations to be installed with templates supplied by If.1-11, per Figure 3A, 3B, or 3C according to _ the type of transformer being installed. (Consult your Service Planner). 10. Concrete transformer slabs provided by FPL are to be installed level on compacted fill at final grade and oriented as shown on the 11-1., design drawing(s) (Figure 3) 11. Conduits terminated at future secondary handhole locations to be installed per Figure 2. If secondary handholes are being installed at the time of conduit installation, install 45 degree bends as shown in Figure 1. - 12. Primary splice handhole to be installed with electronic cable marker. (Figure 2A) 13. Install a continuous length of pull string in all conduit runs. 14. BacISall.operations are to be done carefully with special attention given to utilizing clean fill, thereby assuring the elimination of rock and other scrap material to insure that the conduit will not be damaged or marking devices moved and proper compaction is achieved. TESTING AN]) ACCEPTANCE GUIDELINES Following notification of completed installation of underground conduits by a developer/contractor FPL will: 1. Randomly spot check the installation depth of conduits below grade at a minimum of 2 points between each primary termination point, ( transfof triers, splice boxes & risers) noting the measured depth on the record drawing. 2. After confirming the correct routing and integrity of a conduit run, verify that the cable markers were installed and exposed conduit ends are plugged_ 3. Confirm that a continuous length of grill string has been installed in all conduit runs and verify that all conduits runs terminate in. the correct locations. 4. The final acceptance of the conduit installation will occur when FPL pulls the conductor and occupies the conduit. 24" 10" WHEN INSTALLING 2" CONDUITS UP TO 5 MAY BE PLACED IN A 24" HANDHOLE. Please install all conduits within 10" of one end of the handhole. This allows cables to drape across to the other end of handhole where the terminations will be placed such as sweetheart connectors or gel port connector& When the wires are raised out of the handhole this-will allow approximately 18" of wire above ground level making it easier for employees to work on in future situations. FINISHED PRODUCT 24" handhole PRIMARY CONTINUES PRIMARY/SECONDARY FOREIGN UTILITIES r TRENCH - AND PAD OPENING 1W 3`-0" • _F-13- fi'LIT PRIMARY- "PROFILE VIEVIsg EASEMENT EASEMENT ea PINS Alt, 2" X74r1f." 4141* • '1•11immose 2' Pot z' zvc cu W=r;.,' 5am FOR zr AND 3r NANDHOLEE INSTALL ALL CONDON'S AT CIE END OF 7HE HANDHOLE BOTH THE 24* AND 30" HANDNOLES-COLS ME A STENCIL IC PLACE ALL =DIETS AT THE END OF 7HE ItANDHOLEs". 7Hz COLORS THE CONDUCTOR 70 BE LIMO OUT OF THE HANDHOLE AND EERIE THE WIMP CONNECTORS ABOVE GROUND. SCONCE DUCT NAHDHOLE El EVATION CONCRETE TX. PAD 2" TOPS OF -ALL CONDUITS FRONT ELEVATION OF PAD PAD & CONDUIT DETAILS SINGLE PHASE LOW STYLE PADMOUNT TRANSFORMER SERVICE OR ,--SECONDARY CONDUITS MAX. PRIMARY CONDUITS PAD CONDUIT OPENING FIGURE 1 NH 4 SECONDARY SECONDARY -- ..1-- .--. -I -- i-- FUTURE SERVICE •,,--- C C C• TRANSFORMER __.c...____ ___C — .-- I-- ___c___ 1-7' FUTURE PRIMARY C C 4- FUTURE SERVICE . "PLAN VIEW" 4F P L Note = Transformer location to. be per specific design drawing, and may split tot lines in some cases. FIGURE 2 TYPICAL SERVICE HANOI{PLE INSTALLATION CAPS ECM M & S # SO-61004 'YAK Pep p v ALL CONDUITS INSTALLED ON ONE END OF MI 2" - 90 DEO ( 24" R ITYFE ) BEND M & S # 164-23800-6 FIGURE 2A 48" PRIMARY SPLICE HA NDHOLE MSc S #161-121004 FINAL GRADE FI URE 3 PAD & coNDUrr DETAILS SINGLE PHASE LOW STYLE PADMOUNrrRANSFORMER CONCRETE TRANSFORMER PAD & S # 162-24E00-4 11110.......1Mrif 29 . " 1441411110110.•=1001 3" • MAX S SERVICE OR SECONDARY P = FRIMARY PAD CONDUIT OPENING FINAL GRA= FRONT ELEVATION OF PAD FIGURE 3A ONE LOW STYLE & ONE REGULAR STYLE TRANSFORMER 80" ofri SINGLE PHASE LOW STYLE POWER TX SECONDARY CABLE TO LIGHTING TX SINGLE PHASE REGULAR STYLE LIGHTING TX CUSTOMER CONDUIT AREA bPl 41-- 9'1—* PRIMARY SECONDARY 0 01- • + 1 T• 3" MAX 9" OI 10" SECONDARY 4 W MAX 3 1/2" 18.5" PRIMARY 611 13" 7" 60" 28 1/2" /PI 28 1/2" (FRONT OF PAD) 28 1/2" ' PRIMARY 4 ri r" SECONDARY 4+ M A q n ' 9" cL 00 ± 811.41 3" MAX FIGURE 3B SINGLE PHASE LOW STYLE TRANSFORMER 4 55" SECONDARY PRIMARY CCONIOUITS CONDUITS 29" 0000 6" MAX 0000 91/2" 3" MAX 4-811-+ (FRONT OF PAD) FIGURE 3C TWO LOW STYLE TRANSFORMERS 9" 1r 80" SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER TX LIGHTING TX FPL SECONDARY CABLE TO-LIGHTING TX - SEC/GUST. CONDUITS - 28 1/2" *00888r -+ 9110÷ SECONDARY PRIMARY • 0, 4_81.-0,10 4p.m 7" 6^ CL .9,, (FRONT OF PAD) 60" FUT Hi C FUT SEC (YES) FIGURE 4 1 - #126 lisiSTALLATION ' When installing conduit only (cable tO be pUlled later), a single 2 copper insulated wire is' to be direct buried in every trench at the same depth as the conduits, The ends of the wire are to be terminated above ground athe conduit ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment: This method is not intended for oases where conduit Is installed strictly for road crossings only, In these cases ECM maricers should be used to mark the conduit ends, CAP NYLON TIE GRADE 1 • 0120 INSULATED WIRE 115.003004 PVC CONDUIT WHERE TO INSTALL #1 2C WIRE rur.HH PUT SEC (NO) PUT SVC (YES) ECM / .. TO FUSER c SIT PRI (YES) C ASKr:A ST 4? IrSEC PNC ---•—•-•-PNC.-- TO NW TX 0 -Is PRI 2 PUT SVC (NO) ECM ECM CUSTOMER INSTALLED CAP IIIP 4 r TrA FpL POLE CUSTOMER INSTALLED 2" PVC BEND GO', 36" RADIUS CUSTOMER INSTALLED 2" PVC BEND 45', 36" RADIUS CAP END. TYPICAL PVC CONDUIT BEND AT RISER POLE INSTALLATION FPL INSTALLED FPL INSTALLED 6" CONDUIT TYPICAL CONDUIT ENTRANCES TO PAD MOUNTED SWITCH DRAWING SYMBOLS SYMBOLS CONDUCTORS - PRIMA Y FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL RATED VOLTAGE INSULATION AND NEUTRAL INDICATED, CONDUCTORS - SECONDARY - STREET LIGHT FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL AND INSULATION INDICATED (HM/ND TPX SHOWN), SERVICE LATERALS THREE-WIRE SECONDARY SERVICE, FPL OWNED IN CONDUIT WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET INDICATED, ._E MP Y CONDUIT ,PADMOUNTED,YRAN,$EORMERS PADMOUNTED TRANSFORMER, 10, WITH kVA RATING (FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END Or, SYMBOL.. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS)' - REGULAR SIZE -; 42" + HIGH, (DF) - DEAD FRONT - 32 " + HIGH,-(LS) - LOW STYLE - 24" +-HIGH, STRUCTURES ELECTRONIC CABLE MARKER AND CR SPLICE PIT (BURIED) SERVICE HANDHOLE EXISTINQ PROPOSED -PNC- 1/0A 4/DA Ill 3-2C RN 1/0A TPX III ->-H--- * 0- -c- --c- 15 B 15 • F L 011 & VG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR; CM DRAWN EIY: BQ DATE: G-30-94 APPROVED; R. J. SALESO NO SCALE SUPERVISOR, OftjUG PRODUCT .SUPPORT 5MIOES NO, APPENDIX A UN-27,0.0 RECOMMENDED PRACTICES .FOR FIELD JOINING OF PVC CONDUIT (USING CLEAR SOLVENT CEMENT) AND PVC CONDUIT INSTALLATION FIELD JOINING 1. EXAMINE EACH LENGTH OF CONDUIT AND ENSURE THERE ARE NO INTERIOR OR EXTERIOR IMPERFECTIONS, CRACKS, ETC. REMOVE ALL FOREIGN MATERIAL FROM INSIDE CONDUIT. 2, USING A HACKSAW, FINE TOOTH WOOD SAW, OR NYLON STRING, CUT PIPE SQUARE (IF REQUIRED). REMOVE ANY BURRS AND REVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. 3. APPLY CEMENT (hi & S #522-14100-.7) UNIFORMLY ON INSIDE OF BELL OR FITTING. APPLY UNIFORM COAT OF CEMENT ONTO CONDUIT END. DO NOT POUR, SPLASH, OR GLOB CEMENT ON! 4. IMMEDIATELY INSERT THE CONDUIT INTO THE BELL END or FITTING ALL THE WAY TO THE INSIDE SHOULDER, ENSURE SNUG FIT AND TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY. 5, HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT To BEGIN SETTING. WIPE OFF EXCESS CEMENT. (MOTE: MANUFACTURER RECOMMENDATIONS ARE TO ALLOW FOR A MINA OF 10 MINUTES OF DRYING TIME PRIOR TO ANY HACKFILLING. WEATHER CONDITIONS MAY VARY THIS SETTING TIME.) FIELD INSTAI LATION 1. LAY CONDUIT RUN INTO TRENCH, DO NOT KICK, THROW OR SLAM IT IN! 2. SURROUNDING TRENCH BACKFILL MUST BE FREE OF LARGE OR SHARP ROCKS, CINDERS OR OTHER DEBRIS WHICH WILL DAMAGE CONDUITS DURING BACKFILL OPERATION OR SUBSEQUENT COMPACTION, 3. IN CORAL ROCK AREAS, IT IS RECOMMENDED THAT HAND BAcKFILLING FOR THE FIRST 3 TO 6 INCHES BE PERFORMED. 4. INSTALL PLUGS OR END BELLS ON ALL VACANT DUCTS, AS REQUIRED. 5. THE FINISHED CONDUIT RUN SHALL BE NODDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERIFY CONTINUITY AND CLEANLINESS. (NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) TO HH WEST TEAS O I-1T11 [ 11 MET . E , CAN OR JUNCTION BOX,_ TO HH EAST N WE 3988 10 JUNCTION BOX WEST 3588,. Lommeskkomkommosik.. • TO HM EAST PARALLEL 0 X WEST ARALLE * STREET ADDRESS NUMBER ON EACH SERVICE TO TX WEST TO EAST HH TO 2nd IH EAS tm, HOUSE ADDRESS NUMBER • ON EACH SY INSIDE TX. (STREET AmpEss) ' t• il 3800 APPENDIX B [. . UV-12.0.0 'UV-12 ..0.0 IDENTIFICATION OF IJNDER„dROUND CABLES AND VACANT, CONDUITS '.GENERAL Al.t UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: ---------**---r— FEE DER NUMBER SWITCH NUMBER PHASE CONDUCTOR SIZE, METAL, TYPE INSULATION AND VOLTAGE RATE (IF NOT SAME AS OPERATING VOLTAGE)' SOURCE OR DIRECTION OF FEED OWNERSHIP ADDRESS OF BUILDING SERVED TIM NUMBER DATE OF FAILURE ON SECTION OF CABLE (DIRECT BURIED ONLY) • ANY UNUSUAL CONDITIONS, I.E. CABLE IN CONDUIT, PARTIALLY IN CONDUIT, DIRECT BURIED, ETC. ALL CIRCUITS AND VACANT CONDUITS SHOULD BE APPROPRIATELY IDENTIFIED AT EACH TERMINAL OR SWITCHING POINT AND ALL INTERMEDIATE LOCATIONS SUCH AS VAULTS, MANHOLES, PAD MOUNTED TRANSFORMERS, OR HANDHOLES, WHEN THE CIRCUIT OR VACANT CONDUIT IS OWNED BY OTHER THAN FLORIDA POWER 84 LIGHT COMPANY, SHOW "OUST" ON APPROPRIATE TAG. IF NECESSARY INFORMATION CANNOT BE SHOWN ON ONE TAG, USE ADDITIONAL TAGS. INFORMATION WILL BE PLACED ON APPROVED TAGS SHOWN BELOW IN THE MANNER DESCRIBED FOR THE PARTICULAR CONDITION, 3/16" HOLE te- • 0 ,- 0 -----..0 1/4" HOLES,. IMPORTANT 0 WHITE, ,,,, USE INDELIBLE 2" MARKING PEN 2" PLASTIC TAG (M&S 549— ON t Y 1 (M&S #540-37800-R) 5010 -4) 3" (M&S #549-50100-4) 1-, 2-1 /2'L--•- USE MARKING PEN ADDRESS, 1.---2-1/2" , 1-2-1/2.1 UNDERGROUND DUCT & MANHOLE SYSTEMS USE ALUMINUM TAGS, AFFIXED TO GABLES WITH #120-TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS, MAN- HOLES, RISER POLES, ETC. ROUND ALUMINUM TAGS ARE FOR FEEDER NUMBER AND PHASE IDENTIFICATION. RECTANGULAR ALUMINUM TAGS ARE USED FOR ALL OTHER IDENTIFICATION PURPOSES FOR EXAMPLE, ON ISOLATED NEUTRAL CONDUCTORS OF ,PILC CABLES, ETC. DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS USE ALUMINUM TAGS FOR CUSTOMER 1.0. AS INDICATED ABOVE FOR LOCATIONS THAT WILL BE SUBJECTED TO SUNUGHT. USE PLASTIC TAGS FOR URD GABLE TERMINATION TAGGING AND AT OTHER LOCATIONS SUCH AS PADMOUNTED TRANSFORMERS AND HANDHoLES. ALLOW 10 SECONDS MINIMUM DRYING TIME TO PREVENT SMEARING. FASTEN PLASTIC TAG TO CABLE WITH TY-RAP (M&S #534-25000-1), EXAMPLE OF MARKING SECONDARY CABLES • SV TO 4 3828 FUTURE S Ph • 3500 *' lir A A A A III il MULTITAP CONNECTORS WEST SUPERSEDES UV-12.0.0 LAST REVISED ON 3— S—S 1 FP 1.1 OH & UG DISTRIBUTION SYSTEM STANDARDS' ALUMINUM TAGS (USE STEEL STENCIL) SERVICE OWNERSHIP TAGS PLACE INSIDE METER CAN, USE TIE WRAP TO ATTACH TAG TO CONDUCTORS, PRINT ADDRESS USING MARKING PEN (MS #545-50100-4) 1/4" HOLES ------` CUSTOMER OWNED ROUND M&S #549-34000-1 RECTANGULAR M&S #549-34100-7 0 0 FPI. OWNED ADDRESS PLASTIC TAG (M&S #549-37800-8) 2" ST. 'LT. ST. LT. TO N&W 2 110HTS 11 HOUSE ADDRESS NUMBER Rio Rig AMR ORIGINATOR; RIO DRAWN BY: MUG DATE; 9-30-94 APPROVED: R.J.SALESKY . NO SCALE SUPERVISOR, OH UG PRODUCT SUPPORT SEERRYYIICE9 0 NO. 9-30-94 DAT CHANGED PAGE FORMAT AND REVISED NOTES AND DIMENSIONS REVISION ML0 DRAWN TYPICAL INSTALLATION OF 15 OR 25 KV S & C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCIIGEAR C-32.0.2 C-32.0.2 GROUNDING BAR — FURNISHED IN SWITCHGEAR. w a i /cm imunift7 saww, 6" C°11 \/ V .1!. 22 1/2* Y22 1/2' SWEEP SWEEP INSTALL DUCT SEAL PER UN-29.0.0, 600 AMP FEEDER SIDE SECTION A-A 0 PLUG HOLES WITH CONCRETE e,* MIN. AFTER INSTALLATION, DIMENSIONS (INCHES) WEIGHT IN LBS,* TYPE W D H 15 NV PME-9 76 67 50 2300 PME-11 75 73 60 2380 PME-10 75 73 50 2400 PME-9 84 82 56 2900 25 KV PME-11 84 88 1/2 56 2850 PME-10 84 58 1/2 55 3000 FPL GND ROD ALTERNATE LOCATION SEE NOTE 9 * ADD 150 LBS. FOR STAINLESS STEEL. GROUNDING RINGS — FURNISHED IN SWITCHGEAR. 2" PVC - INSTALL DUCT SEAL ON ALL DUCTS PER UN-29.0:0. FUSE SIDE (PME'-9 SHOWN) ' SECTION .I3—E1 MMM ouEoU g po W.Nig M Ay& .1e111 1 :Lwi l1midiariwo Iii - L11-11 I" - al UPDATE DRAWING ADDED PME-10 2 7/21/0' AND CHANGED SOME TEXT RAP JES JJM ADDED ARROW TO INCLUDE 9/30/94 TOP CHAMBER SECTION g RJO BAO RJS NG. DATE REVISION ORIG. DRAWN APPR. F P OR & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RWS DRAWN OW .J130 DATE:zwgs APPROVED: R,J. SALESNY DiREGTOR, DISTRIDUTION ENGINEERING AND OPERATIONS SERVICES NO SCALE 0 CONCENTRIC NEUTRAL WIRES SIDE VIEW NOTES! SECTION C—C C-32.0.3 TYPICAL INSTALLATION. OF 15 OR 25KV S&C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR C-32.0.3 1. WHEN CHANGING OUT A LIVE FRONT PAD MOUNTED SWITCH To A DEAD FRONT PAD MOUNTED SWITCH, IT IS IMPORTANT TO ENSURE THAT THE REPLACEMENT DEAD FRONT SWITCH HAS THE SIX INCH ADAPTER BASE SPACER, THE NEW SWITCH MUST BE INSTALLED WITH THE SAME ORIENTATION AS THE OLD SWITCH IN ORDER TO ENSURE THAT THE ADAPTER BASE SPACER MATCHES THE NEW SWITCH CORRECTLY TO THE ORDER, SMALLER SIZED PAD, NOTE: IT IS NO LONGER REQUIRED TO CHANGE OUT THE TOP PAD PORTITION OF THE CHAMBER, USE 600 AMP REPLACEMENT ELBOWS (M erc S I 163-50256-7), AS SHOWN IN Dos UH-40.0.0, FOR THE FEEDER CABLES AND 200 AMP REPAIR ELBOWS (VARIOUS M & S NUMBERS), AS SHOWN IN UH-75.0.0 FOR THE LOOP SIDE PRIMARY CABLES, 2, CABLES MUST NOT BE IN CONTACT WITH THE EDGE OF CHAMBER FOOTING, TOP VIEW SHOWS CORRECT ROUTING FOR FEEDER CABLES THAT IS NECESSARY TO PROVIDE FOR CABLE MOVEMENT. 3. PRIMARY CABLES MUST BE ABLE TO REACH PARKING LOCATIONS. 4, ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT FREE MOVEMENT OF ELBOWS, 5, BRASS STUDS FURNISHED WITH THE 600 AMP ELBOW KITS MUST BE INSTALLED AND TIGHTENED SECURELY (55 FT. LBS.) IN THE 600 AMP BUSHINGS, THE SHORT THREADED END OF THE STUD GOES INTO THE BUSHING. SEE UH-41.O.1 AND UH-41.0.2 FOR 600 AMP ELBOW DETAILS, 6, INSTALL 800 AMP 3o FAULT INDICATORS ON EACH SET OF' FEEDER CABLES. SEE UV-14.0.0, UV-14.0.1, UV-14.0.2. 7. LOOP SIDE PRIMARY CABLES (1/0A) MUST GO THRU CABLE GUIDES TO AVOID CONFUCT WITH FUSE DOOR WHEN IT IS ROTATED TO OPEN. 8, CABLE SPOOLS (2 1(2") SHOULD BE USED ON THE FEEDER CABLE TO CORRECTLY POSITION THE CABLES FOR EASIER INSTALLATION OF TH• BOLT—ON ELBOW TERMINATORS ON TO THE 600 AMP BUSHINGS. THE 600 AMP ELBOWS MUST BE BE INSTALLED PERFECTLY STRAIGHT (VERTICALLY AND HORIZONTALLY) ONTO THE 600 AMP BUSHINGS TO PROPERLY ENGAGE THE THREADS. THE SPOOLS ARE To BE BOLTED TO THE BOTTOM FLANGE OF THE SWITCH COMPARTMENT WALL WITH 3/8" X 1 1/2" BOLTS THRU EXISTING HOLES PROVIDED BY THE SWITCH MANUFACTURER. 9. MAKE CERTAIN OF CABLE LOCATIONS BEFORE DRIVING GROUND RODS. WHEN INSTALLING GROUND RODS IN ALTERNATE LOCATION, INSURE THAT BOTH THE TOP OF THE ROD AND THE I4C WIRE ARE AT LEAST 3 BELOW GRADE AND ARE COVERED. EXISTING 3/4" HOLES SHOULD BE USED IF AT LEAST 3" BELOW GRADE. 10. APPLY CAULKING COMPOUND To SEAM BETWEEN PAD MOUNTED SWITCH AND PAD CHAMBER. 11. UNUSED FUSE POSITIONS MUST HAVE BUSHINGS & PROTECTIVE CAPS INSTALLED, UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS (M&S #163-64000-7). 12. AFTER THE PADMOUNTED SWITCH IS INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE CABINET OR TURNED DOWN SO THAT THEY DO NOT PROTRUDE ABOVE THE TOP OF THE GABINET. 13. ENSURE THAT,THE "CAUTION" LABEL (M&S #546-56010-4) IS INSTALLED 014 EACH SIDE OF THE SWITCH HAVING ACCESS TO THE. HIGH VOLTAGE SWITCH AND/OR. THE HIGH VOLTAGE FUSE COMPARTMENTS PER. DOS Z-35.0.0, 14, SEAL DUCTS PER UN-29.0,0, OE & UG DISTRIBUTION SYSTEM STANDARDS 3 8/20/02 UPDATE Dm (NOTE 1) CEA JES JJM ORIGINATOR: PMG DRAWN BY: RAS 2 8/13/01 UPDATE DWG. (NOTES 10, 12, 13, & 14) CEA JES JJM a/o9/98 ADDITION TO NOTE 11 PRO RAS JJM DATE; 9/30/94 APPROVED; J,J, MCEVOY NO SCAIP SUPERVISOR, ON/110 PRODUCT NO. DATE REVISION ORIO, DRAWN APPR, SUPPORT SERVICES SUPERSEDES c-32,0.3 LAST REVISED ON 9-30-94 F P 0-32.0.4 TYPICAL INSTALLATION OF 15 OR 25KV S & C TYPE .P ME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR C-32.0.4 MATERIAL LIST ITEM DESCRIPTION QUANTITY MACS NO, 15KV SWITCHGEAR PME-9 (2-THREE PHASE FEEDER POSITIONS •AND 6 FUSE POSITIONS J STANDARD 270-67400-7 STAN.LESS STEEL 270-67401-5 STANDARD 270-67900-9 STAINLESS STEEL 270-67901-7 PME-11 (3-THREE PHASE FEEDER POSETIONS AND 3 FUSE POSITIONS 1 PUS-10 (4-114RgE PHASE FEED ER POSITIONS AND No FvSE POSITIONS I STANDARD 270-883-000 STAINLESS STEEL 270-'683-050 25KV SWITCHGEAR PME-0 (2-THREE PHASE FEEDER POSITIONS AND 6 FUSE POSITIONS 1 STANDARD 270-67200-4 STAINLESS STEEL 270-87201-2 PME-11 (3-THREE PHASE FEEDER POSETIONS AND 3 FUSE POSITIONS I STANDARD 270-68100-3 STAINLESS STEEL 770-6S101 -1 POSITI ONS pilAsr FEEDER 114E-1° - ANDS NO FUSE POSITIONS , ' STANDARD 270-684-000 STAINLESS STEEL 270-684-050 2 PAD (TOP SECTION ONLY) FOR REPLACING FOR 15KV LE- WI TFI DE FOR 25KV 1 162-12203-6 162-12205-1 3 PAD J4 CABLE CHAMBER (TOP 4 BOTTOM SECT.) FOR 15KV ran 25KV 1 162-12201-9 162-12202-7 • 4 DEAD FRONT TERMINATOR, 1000 KOMIL Al. 16KV 25KV VARIES 163-63900-7 5 LOADMEAK BUSHING, 200 AMP 15KV 25KV VARIES • 163-88100-1 183-66400-1 ELBOW TERMINATOR, 1/0 AL 15KV 25KV VARIES 163-58700-7 163-50200-1 7 PROTECTIVE OAP 200 AMP (15KV SWITCHES ONLY) VARIES 163-02200-0 ELBOW SURGE ARRESTER (25KV SWITCHES ONLY) VARIES 334-01600-5 SME-4Z FUSE HOLDERS 15KV 25KV VARIES 531-58150-1 631-56310-5 9 FUSES, REFILL Was FOR SME-42, Sh1-4Z&SML- Z FUSE HOLDERS 20 AMP 631-06700-5 10 AMP 531-32700-2 30 AMP 631-38800-1 15 AMP 631-32805-9 60 AMP 531-38900-8 20 AMP 531-32900-5 66 AMP 831-9500-8 30 AMP 531-53000-3 15KV 80 AMP 531-39501•-8 40 631.,33100-0 100 AMP 531-39800-4 25KV 50 AMP 531-33200-8 125 AMP 531-59600-7 65 AMP 031-33300-2 150 AMP 531-40200-4 80 AMP 531-33400-9 175 AMP 531-40300-1 100 AMP 531-33600-6 200 AMP 031-39000-6 125 AMP 531-33700-5 180 AMP 541-34800-4 175 AMP 53133900-1 200 Amp 531-34000-9 NOTE: THE FUSE REFILLS ARE THE SAME AS THOSE USED IN LIVEFRONT SWITCHES 10 WIRE #4C BOB 6 112-30900-0 11 CONNECTOR, GROUND ROD, CLAMP TYPE 1 120-03610-6 12 COPPERWELD GROUND RODS AS REQUIRED GROUND ROD COUPLINGS VARIES 130-61400-5 130-40610-4 13 4/0O CAKE, 600V 27 110-10106-1 14 CONNECTOR WO COPPER CABLE TO FLAT 9 120-87100-6 15 CONNECTOR, COPPER TO COPPER, BOLTED rn:71 PME-1D 19 22 25 102-80000-2 16 LOCK STANDARD PADLOCK, SMALL PME-1 PME-4) 1 PME-10 6 5 4 546-,24601-1 17 CABLE SPOOL, 2 1/2" PME PME -9 -11 PME-10 9 6 12 160-30800-7 16 DOLT, 3/5" X 1 1/2" (FOR SPOOLS) SAME AS SPOOLS • 161-4790D-2 19 NUT, 3/8" (FOR SPOOLS) -SAME AS SPOOLS 161-40000-4 20 WASHER FLAT 3/8" (FOR SPOOLS) SAME AS SPOOLS 145-35900-6 21 LOOKWASHER, EA' (FOR SPOOLS) SAME AS SPOOLS 161-82400-6 22 FAULT INDICATOR, 600 -AMP, 3 PHASE ' -gin_ PLI E•-•10 § 4 163-29700-9 ' REP! ACEM 01 600 AMP BUSHINGS 1510/ 2 4-00200-3 25KV 274-00300-0 200 AMP BUSHING WELLS 15KV 274-00220-8 25KV 274-00320-4 SUPERSEDE 0-32,0.4 LAST REVISED oN 9-30-94 eF P L cm & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: pmo DRAWN BY: RAS 2 00/oVoi ADDED PUE-lo SWITCH CEA JES JJLI '9/00/00 ADDITION TO ITEM 12 PMG RASJJM DATE; 9/30/94 APPROVED: J.J, MCEVOY NO SCALE SUPERVISOR. oVuo PRODUCT NO. DATE nEVIEloN ORIG. DRAWN APPR. SUPPORT SERAACES J-4.0,2 J-4.0,2 TYPICAL INSTALLATION OF 25 KV S & C DEAD FRONT .SWITCHGEAR AND THREE PHASE PAD-MOUNTED CAPACITOR BANK SWITCH CABINET CAPACITOR CABINET F P L P 3411/0 AL XPE 25KV CABLES IN 1-4' CONDUIT MAXIMUM OF 100 FEET NUTES1 L INSTALL 98' X 92' PRECAST PAD (M & S 162-85100-5> 2, DRIVE GROUND RODS & ATTACH 412 CU GROUND TO GROUNDING LUGS, 3. INSTALL URD CAPACITOR BANK (M & S 223-30200-1) ON PAD, 4. INSTALL ROTATABLE FEED-THRU BUSHING 25KV & S 163-25000-2) ON EACH BUSHING. S, INSTALL 200 AMP ELBOWS ON ROTATABLE FEED-THRU BUSHINGS, ' 6, INSTALL 18KV ELBOW ARRESTERS (M & S 334-01500-5) ON ROTATABLE FEED-THRU BUSHINGS. OH & UG DISTRIBUTION SYSTEM STANDARDS 'ORIGINATORI LW DRAWN BY: J. SHOUP DATE: 07/26/01 APPROVED: J.J. MCUVOY SUPERVISOR, OH/Up PRODUCT SUPPORT SERVICES NO SO ALE REVISION APPR. DATE N DRAWN ORIG. Tv **** NOTICE***" CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. GRADE 2'-0" MAX. 12" MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDERA FOREIGN UTILITY NOTES: BACK-FILL WITHIN 4" OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN 1" IN DIAMETER, DEBRIS, ETC.) IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING, ETC. BEGIN MACHINE COMPACTION 6" MINIMUM ABOVE CONDUIT. WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE ENCASEMENT AROUND THE CONDUIT, (N.E.S.C, RULE FOR PRIMARY VOLTAGES) . INSTALL A CONTINUOUS LENGTH OF PULL STRING IN ALL CONDUIT RUNS. ELECTRONIC MARKER AS REQUIRED *--END PLUG DUCT END MARKING (IF REQUIRED) INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A,FOREIGN UTILITY. FPL SUPPLIED 5" PVC CONDUIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UN-6, UN-15,CONC. & PAD DETAILS) MATERIAL LIST 5" PVC SCH 40 CONDUIT 20' LENGTH (BELLED END) 164-33800-1 90° BEND 36" RADIUS 164-25250-5 90° BEND 48" RADIUS 164-25200-9 45° BEND 48" RADIUS 164-61400-8 5° BEND SEGMENT 164-56100-1 22.5° SWEEP 12'-6" RADIUS 164-13000.1 STRAIGHT COUPLING 164-44900-7 REPAIR SLEEVE 6' LONG 164-47530-0 END PLUG 164-53500-1 ELECTRONIC MARKER 590-61601.5 • 3" MAX. t_ FPL CONCRETE ----A • VFINAL GRADE , TRANSFORMER PAD ear/ 13 /1/ /07;a0/ AMY / 36" MIN, 90° 36" RADIUS 36" MIN, COVER FROM FINAL GRADE TO TOP FPL 5" PVC OF CONDUIT CONDUIT POLE (CONC. / WOOD) IF REQUIRED: BENDS AT RISER POLE TO BE ENCASED IN CONCRETE WITH 4-80LB. BAGS OF SAKRETE, FORM CONCRETE ADJACENT TO POLE AND AT SURFACE. 12" MIN, SEPARATION FROM FPL CONDUIT TO FOREIGN UTILITY WITH WELL TAMPED EARTH 61711,17A 12" MINIMUM HORIZONTAL SEPARATION OR FOREIGN UTILITY FPL USE 5° BEND SEGMENT TO PASS UNDER OBSTRUCTION IF REQUIRED. FOREIGN UTILITY OR OBSTRUCTION "" NOTICE"" - CALL SUNSHINE 1-800-432-4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. - NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH & PVC INSTALLATION PRIOR TO BACKFILLING TRENCH. 12" MIN. SEPARATION OF WELL TAMPED EARTH FPL CONDUIT CROSSING UNDER A FOREIGN UTILITY ELECTRONIC MAX. MARKER Mk dee2=:. AS REQUIRED e • *--END PLUG DUCT END MARKING (IF REQUIRED) NOTES: * BACK-FILL WITHIN 4" OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM (BOARDS, ROCKS LARGER THAN 1" IN DIAMETER, DEBRIS, ETC,) IF COMPACTION OF TRENCH ROUTE IS REQUIRED FOR PAVING, ETC. BEGIN MACHINE COMPACTION 6" MINIMUM ABOVE CONDUIT. WHERE 36" OF COVER CANNOT BE MAINTAINED, 30" OF COVER WILL BE ALLOWED WITH 3" OF CONCRETE ENCASEMENT AROUND THE CONDUIT. . (N.E,S.C, RULE FOR PRIMARY VOLTAGES) INSTALL A CONTINUOUS LENGTH OF PULL STRING, IN ALL CONDUIT RUNS. INSTALLATION OF FPL CONDUIT PARALLEL WITH - OR - IN A SHARED TRENCH WITH A FOREIGN UTILITY. MATERIAL LIST 2" PVC SCH 20' LENGTH (BELLED END) 90° BEND 24" RADIUS 45° BEND 36" RADIUS 45° BEND 24" RADIUS STRAIGHT COUPLING REPAIR SLEEVE 4" LONG END PLUG ELECTRONIC MARKER 40 CONDUIT 164-33100-6 164-23800-6 164-23945-2 164-23.900-2 164-47000-6 164-47520-2 164-54800-5 590-61601-5 FPL. SUPPLIED 2" PVC CONDUIT TYPICAL CUSTOMER INSTALLATION DETAILS (PORTIONS OF UN-6, UN-16, CONC.& PAD DETAILS) POLE (CONC. WOOD) FPL CONCRETE FINAL GRADE TRANSFORMER PAD .• V /4 12" MIN. SEPARATION FROM FPL CONDUIT TO FOREIGN UTILITY WITH WELL TAMPED EARTH IF REQUIRED: BENDS AT RISER POLE TO BE ENCASED IN CONCRETE WITH 4-801.B. BAGS OF SAKRETE. FORM CONCRETE ADJACENT TO POLE AND AT SURFACE. OR UTILITY FPL CONDUIT 36" MIN. COVER 2-45° BENDS FROM FINAL 36" RADIUS 36" MIN. GRADE TO TOP OF CONDUIT FPL 2" PVC CONDUIT i FLEX PIPE TO PASS UNDER OBSTRUCTION IF REQUIRED, ---------a------ FOREIGN UTILITY OR OBSTRUCTION 12" MINIMUM HORIZONTAL SEPARATION UN-18.0.0 FEEDER SPLICE Bob UN 18..0.0 EYE BOLT FOR LIFTING 1" DIA HOLE FOR ALTERNATE WHEN EYE BOLT IS FOR SPLICING DETAILS GROUND Roo LOC _____ NOT IN USE, PLACE SEE DCS UE-19,0,0 LIDS SEE NOTE 4 THE BRASS PLUG , IN NATURAL GRADE -,04"---- POSITION, 0 O • v 6" ID PVC END BELLS , ir vow --......\x. 6" ID PVC ,4 ALTERNATE METHOD b b END BELLS OF CONSTRUCTION ...-,.-, / c"--,..._. -7'-"- ' ". -''' fe-__, ..,. -.4 _--- __, /f/ - --7 / 3 STEP RACK AND 2-4 INSULATORS 10' —*I WITH 8" STEP TYPICAL. """1---, TYPE --INSTALL SEE WALL __ PU P LL-IN-IRONS 4 E R BOX I GROUNDING COPPERWELD GROUND ROD 0-17,0.0 FOR GROUNDING SPLICES. SECTION i 3' I 1 I I 5' jf. 1 _ I I I I I 0 0 I 41" i io. END VIEW SIDE VIEW F-'4 B' I TOP VIEW TYPICAL FEEDER SPLICE BOX M&S NUMBER DESCRIPTION 162-240-003 CONCRETE FEEDER SPLICE BOX & LIDS. 162-241-000 CONCRETE FEEDER SPLICE BOX & LIDS COMES WITH SPECIAL BRUSHED SIDEWALK FINISH LIDS AND FLUSH INSERTS SUITABLE FOR PEDESTRIAN TRAFFIC. 162-242-203 POLYMER CONCRETE FEEDER SPLICE BOX, TO BE INSTALLED ONLY IN NON ACCESSIBLE AREAS, NOT TO BE SUBJECTED TO ANY VEHICULAR TRAFFIC SUCH AS STREETS, PARKING LOTS OR DRIVEWAYS. NOTESI, • 1. LEAVE 4. EACH 6. WEIGHT 7. WEIGHT 8. URD O. REFER 11. THE 12. AS 13. IN 14. IF 15. REFER 2. GROUND 3. GROUND SUFFICIENT B. DISTRIBUTION 10. CONDUCTORS BETWEEN SUFFICIENT ALL SPLICE OF OF FEEDER MAXIMUM SHOWN AREAS SUBJECT FEEDER THE CABLE AMOUNT TO UE-19,1,1 TO UX-233,0.1 EXPOSED GROUND ROD TO INSTALL B SPLICES PER DISTRIBUTION STANDARD G-17.0.0. RACKS. BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR OF 4/0 TO MAKE CONNECTION TO ALT. SPLICE BOX AND LIDS ARE DESIGNED FOR SPLICE BOX WO LIDS) -6700 LDS. DIMENSIONS EACH LID=1400 -LBS: TWO -LIDS REWIRED,- M CABLE SPLICES MUST DE BONDED TO DRIVEN & UE-10.1.2 FOR SPLICE ASSEMBLY, CONNECT TO SYSTEM NEUTRAL. SEE 0-17.0.0 PERMISSIBLE IMPEDENCE TO SYSTEM NEUTRAL move, THE PVC MAY ENTER UNDERNEATH THE TO WATER INTRUSION, INSTALL A SUFFICIENT SPUCE BOX IS TO BE INSTALLED IN A SIDEWALK. CONCRETE AND THE Ms. EACH H-20 24 S A FOR SPLICE A ALTERNATE GROUND ARE GROUNDS. #410-#2 VEHICLE 10' # FOR WATER A DRIVEN BOX AMOUNT SEPERATION ROD GROUND LOADING. X 5' X LID ONLY MKT SEAL BY USING CONNECTORS LOCATION. GROUND OF PEAROCK1/4P-3/4" WILL M&S #120-116-006.. ROD LOCATION, MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX. RUN RESEAL 1" DIA HOLE WITH ADUASEAL. (FULL TRAFFIC LOADING) 41' DEEP 162-240--011. - MUST BE MADE WHERE INSULATED IS 25 OHMS. A 45 DEGREE SWEEP. SEAL CONDUIT WITH DUCT SEAL, SIZE ROOK TO ALLOW FOR THE PERCOLATION OF THE WATER BE NEEDED OF P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: RAP DRAWN BY; J. SHOUP , 0 'ORIGINAL DRAWING RUC ELS JJM DATE:027AB APPROVED; J. M4EVOY NO SCALE 6/16/05 SUPERVISOR, OH/MG PRODUCT NO. DATE REVISION ORIG, DRAWN APPR, SUPPORT SERVICES 1" SRAMFEN [ //I.V.0.71,08 "A-A" 5" TO 6" #4 RE-BAR(11P.) 1/2'-- io 4 20)9" 84010(0 WEIGHT 3280 LB CU, FT, 26.9 CU, yips. 1.0 MAX LOAD 2000 1.13 NEK.E.D.EEL REI 94074 O. 14 X M T-4" 94055 3X5'--5" $4010 4X1'.-0" IHsrxf PrTAILA UX 108 UX-1.013 CONCRETE_YOUNDATION URD_CAPACITOR_BANK YEAR F F TMURMEUR ACW PF CAFTPOLNi /A & S NO. 102-25100-0 NOTES: 1. TOP SURFACE SHALL BE A SMOOTH PLANE. THE MAX. ALLOWABLE VARIATION IN HEIGHT !BETWEEN ANY TWO POINTS ON THIS SURFACE IS 0,126", 2. 5000 PSI TEST CONCRETE. 3, MANUFACTURERS IDENTIFICATION, YEAR OF MANU- FACTURE it FPL CO, M&S NO. 182-25100-.5 TO BE CAST IN TOP SURFACE OF PAD NEAR CENTER ( RE- QUIRED WHEN PRECAST). 4. SUPERIOR THREADED INSERT, 5/8" WITH PLUG, ELECTRO-OALVANI2ED, 4 REQUIRED. 6.. REINFORCING RODS TO BE WELDED AT ALL INTERSECTIONS P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR:BOB BENN DRAWN EiY:D.OKONEWSKI NO. DATE REVISION ORIG, DRAWN APPR. DATE:12/20/07 APPROVED: 2.2, MCEVOY SUPERVISOR, OH/UG PRODUCT SUPPORT SERVICES NO SCALE CONCRETE FOUNDATION FOR SSIC 30 PADMOUNTED , SWITCH , Niro 14MA fels0 askv. s u s TOP. 54010 .2 EACH CORNER (8') DWI ...l atCT161,1•B Sh.G. Wti:RC 0 I 1...,-.,a, sor 1 / . . 7 ....,-...i j. :, 2. '• G , 2.'.•. 6" •, 1 1 I '6 I LL. 8 0 ' II170M.84072 M / . , . "' el j .... .. ii ......, c3 ... ... ...........7.4 OP ^ 54054 (4) OTICSIA W S446 G (2.) WEAq147 2745 LB, CV, FT. w 18.5 CU. o.aa 1.245 'IM..01;TAts45 514 - 1..1.FeRt. O. 51I1 o, CU. tAtIERS rs ($v 1401-'2) 1/4 11V. h4V51-i I "WARM (6) (rSEE WOTE.5 6 4x 70P'.54072.(4) PLAN VIEW WITO l'rtot.N AtLoW MD* „eemiswiFealu 61.0" 1714 1 1t", DETAIL:"A" et" SECTION "A.A" 1 11 Cyswoxn o 19 ..0( rriC 4011 1TakMaga'OEfl 5 'SECTION "8-13" .. ;op d411dU l0 dl sigiotti ddu 10,011. 'urviat irregitinf Mos an 3193. boaprtabla. 2. 4 A 4 No.4 Welded Wire Rosh fisInforolng to stop 2" from Sldts and apsnrog of Founds t Ion. 3. Supirlor Throddsd Inoorts, I/2" with Plug, Elsotro-SsIv.,4 Riqul rod, (Sas Petal I It) 4. 1/4 Rolufntolng Rod as shown. 6, 4000 Lb. Tost Conarota. 6, For use with S I. 0 swl tohos, 11 i S Nos. 270-003,270,054,270.016 1270.000. 7. knufnotUrers IdontlfloatIon, VIM of Monulooturs, and FPL Co. N N S Humber to be cost IP top turtoos of pad !loaf uontir of pod, Thl rsoul rod whon prsoost,) STANDARDS A I q-0-74 O4od4r4reD A ., mows ,ov REVISION MY .40 wet f0.' ;g4 ar Con on_ DATE I no, 'UNDERGROUND DISTRIBUTION SYSTEM. FLORIDA POWp%. & LIGHT COMPANY PATS 12 HO SCAM rooi.loon4 oar. UN LIIIX 1 _9213-33142-34W SEIVER1 _C20-3048-II3W COMPONENT 1, MATERIAL! ERPC. I. FRP 2. CULDRI CIIRCRETE aRY 3. LUAD RATING CASTE C257) A9 SECT] ON 3I5 -13B REY 1,,, Venr Ihe ti vcffari:44.1 NOTIn ziosi fa- USAktkl Iltfetrie4011 tle 41/1101 fk" soy 4.4-hwErld keg ag CDR Sy.torres. TOLERANCEb DIM, IN , +. - 2 Til 12 1/16 1 I/16 le -Tt 44 0 1 vg DAM -051•000t3 15 —••-c 1-!--• 21 5/16 47 ars- OVER 4 3/4 DIA. iclireKTLITS 44.X) 314 X 1-1t2' L1TTINS .SLOTS RS COVP-R SOLTDOWli MAIM CEEECIMD APPROVED M IICK.LAJS ass.0ii0biTea^ 7.o- icc .a5a wanc zp4.1*Q1Pea ti7 C:',117 11= PA20-3048-3SIV BOX & COVER POR FP&L KRAVIS "laves 3 STACKING DETAIL STAR-1LE5B Situ CAFTTVE BOLT 12 9/16 BOX SELF CENTERING CORRCS1_011 R‘MISTANT NUT 12 9/16 a 5/16 6a 1/5 PLAN' V.t6t1 - BOX, 36 54 1/2 SECTION .11 - 42 5/2 MUTES! 1/3-23 SS HEX 131:LT <Ey,' SKID RESISTANT SURF PPE.- WM ORIGINATOR: A. PANTOURIS DRAWN BY: E. SCHILLING DATE: 5/29 /09 APPROVED: AR I LIMA NO SCALE LEAD SUPERVISOR, UG SERVICES TYPICAL INSTALLATION OF 25KV S&C VISTA THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C-46.0.0 C-46.0.0 TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 422 SHOWN F=FEEDER 1.,=LATERAL TANK BOLT DOWN (4X) 34-1/2" 2-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP PREFERRED LOCATION SEE NOTE 16 23-1/2" -4" -2-3/4" 7 1/2" B 5" 1/2-13 NC INSERT W/ LIFTING EYEBOLT (4X) 34 1/2" PAD/EXTENSION BOLT DOWN INSERT LOCATION (4X) ' SEE NOTE 17 77" 7-1/4" GROUND ROD PREFERRED LOCATION \\_CHAMBER EXTENSION OUTLINE ADJUSTABLE BRACKET FOR RACKING CABLES 62 1 /2" -8-1/4" 79" • TOP VI W OF PAD AND CHAMBER LOOP CABLES PAD BOLT DOWN SEE NOTE 17 PAD BOLT DOWN SEE NOTE 17 SEE NOTE 6 TO NEUTRAL BOND #4/0 CU M&S #112-338-000 ; 2-6" FEEDER CONDUIT 22-1/2 DEGREE SWEEP INSTALL DUCT SEAL PER UN-29.0.0 SEE NOTE 3 GROUND ROD PREFERRED LOCATION 6-2" LOOP CONDUIT 45 DEGREE BEND " 68"' FPLL OH & UG DISTRIBUTION SYSTEM STANDARDS SECTION A-A: FRONT VIEW OF PAD AND CHAMBER. CABLE TERMINATIONS SWITCH SIDE LOOP CABLES 210 FEEDER CABLES FROM Fl FEEDER CABLES FROM F2 1 11/1 4/1 2 LOOP CABLE IDENTIFICATION JGV ELS No. DATE REVISION ORIG. DRAWN APPR. uir J r- u • TOP VIEW TERMINATION SIDE FRONT VIEW TERMINATION SIDE C-46.0.1 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C-46.0.1 TYPICAL VISTA SWITCH MODEL 422 SHOWN TOP VIEW OPERATION SIDE 0 FEATURES IN THIS ASSEMBLY SECTION A-A: FEEDER SWITCH NO. A. OVERCURRENT CONTROL B. GAS FILL PORT C, PRESSURE GAUGE D. WINDOW FOR VIEWING OPEN GAP AND GROUNDED POSITION OF LOAD-INTERRUPTER SWITCH OR FAULT INTERRUPTER E. 200-AMPERE BUSHING-WELLS FOR FAULT-INTERRUPTER F. 600-AMPERE BUSHINGS FOR LOAD-INTERRUPTER SWITCH G. TWO-HOLE GROUND PAD H. 600-AMPERE THREE-POLE LOAD-INTERRUPTER SWITCH WITH GROUND POSITION OPERATING MECHANISM J. MANUAL OPERATING HANDLE K. NAMEPLATE L. SUBMERSIBLE SF6-INSULATED TANK M. 600-AMPERE ALUMINUM BUS N. BASE BRACKET TERMINATION SIDE OPERATION SIDE @SEE NOTE 19 & 20 F P L OH Sc UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A, PANTOURIS DRAWN BY: E. SCHILLING DATE: 7/2 7/09 APPROVED: ARI LIMA NO SCALE LEAD SUPERVISOR, UG SERVICES 11/14 /12 DATE CHANGE 0-46,0,2 TO C-46.0,1 REVISION t/GV ELS ORIG. DRAWN WM APPR. CONNECTION DIAGRAM C-46.0.2 7-1/2" B _-___5. -4" 2-3/4" 1/2-13 NC INSERT W/ LIFTING EYEBOLT (4X) 34 1/2" TANK BOLT DOWN (4X) 3-6" FEEDER CONDOR 22-1/2 DEGREE SWEEP PREFERRED LOCATION SEE NOTE 16 GROUND ROD PREFERRED LOCATION L4 L4 LA F3 F3 F0 \-8-1/4" PAD/EXTENSION BOLT DOWN INSERT LOCATION (4X) SEE NOTE 17 F2 F2 F2 F1 Fl Fl 1/2' A - ADJUSTABLE BRACKET FOR RACKING CABLES 34-1/2" 77" 7--1/4" 23-1/2" 7-1/4" CHAMBER EXTENSION OUTLINE 62 3-2" LOOP CONDUIT ,' 45 DEGREE BEND ' 66" ' TYPICAL INSTALLATION OF 251V S&C VISTA THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C-46.0.2 TYPICAL BUSHING POSITION ON VISTA SWITCH MODEL 431 SHOWN F""FEEDER L.,--LATERAL LOOP CABLES LOP VIEW OF FEEDER CABLES FROM F3 PAD AND CHAMBER FEEDER FEEDER CABLES CABLES FROM F2 FROM Fl 2' PAD BOLT DOWN SEE NOTE 17 PAD BOLT DOWN SEE NOTE 17 SEE NOTE 6 TO NEUTRAL BOND-- #4/0 Cu M&S #112-338-000 SECTION A-A., FRONT VIEW OF Pa AND ghlAMBER CABLE TERMINATIONS SWITCH SIDE GROUND ROD PREFERRED LOCATION F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: J, VALDES DRAWN BY: E. SCHILLING DATE: 3/16/2012 APPROVED; WILLIAM MONZON • NO SCALE LEAD SUPERVISOR, UG SERVICES Joy ORIG. NEW PAGE OF 0-46 REVISION 11/14/12 DATE 1 NO. WM APPR. ELS DRAWN 3-6' FEEDER CONDUIT 22-1/2 DEGREE SWEEP INSTALL DUCT SEAL PER UN-29.0.0 SEE NOTE 3 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE PHASE SWITCH FOR USE IN MKT OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C-46.0.3 C 46.0.3 • - 1/2" DIA, BOLT TO RETAIN LIFT SLING , (4x) SEE NOTE L. 77-1/2 PAD BM. • DOWN ' 4 , '• 55 1/4 SECTION B-B: SIDE VIEW OF PAD AND CHAMBER (4)1 /2" SS BOLT ANCHOR & WASHER BRACKET BY S&C 1.5" MIN. SWITCH ENCLOSURE SIDE VIEW ENCLOSURE GASKET POLYMER-CONCRETE PAD 43 SWITCH ENCLOSUREMEMEtt ENCLOSURE ANCHOR DETAIL FP L P OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTCURIS DRAWN BY; E. SCHILLING 1 11/14/12 CHANGE 0-46.0.1 TO 0-46.0.3 JGV ELS WM DATE' 7/27/09 APPROVED: ARI LIMA NO SCALE NO. DATE REVISION ORIG. DRAWN APPR. LEAD SUPERVISOR, UG SERVICES C 46.0.4 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS C-46.0.4 MATERIAL LIST ITEM DESCRIPTION QUANTITY M&S NUMBER WMS CU VISTA 422 (4 "WAYS', 2-THREE PHASE FEEDER GANG SWITCHES AND TWO-THREE PHASE, INDIVIDUALLY 279-209-050 SW-VISTA-422-PAD PROTECTED LOAD TAPS, WITH A STAINLESS STEEL 1 ENCLOSURE VISTA 431 (4 "WAYS', 3-THREE PHASE FEEDER GANG 1 SWITCHES AND ONE-THREE PHASE, INDIVIDUALLY PROTECTED LOAD TAPS, WITH A STAINLESS STEEL 279-211-050 SW-VISTA-431-PAD ENCLOSURE 2 PAD AND CHAMBER FOR PM DF VISTA SWITCH (77"X 79"X 40" DEEP) 1 162-690-790 PD-SW-W/CC-VISTA 3 600 AMP T-BODY ELBOWS (25KV) VARIES 163-639-007 TM-PDF-600-1K 4 200 AMP BUSHINGS (25KV) VARIES 163-864-001 SW-PD-BSH 5 200 AMP LOADBREAK ELBOWS (25KV) VARIES 163-502-001 TM-PDF-1/0 6 PROTECTIVE CAP (15KV ONLY) VARIES 163-022-000 TM-PDF-GC 7 ELBOW SURGE ARRESTERS (25KV ONLY) VARIES 334-015-005 TM-PDF-LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-106 DG-CLP-5/8 9 GROUND RODS, AS NEEDED VARIES 130-614-005 DG-PKG-5/8 10 GROUND ROD COUPLINGS VARIES 130-405-104 DO-C-5/8 11 14 COPPER WIRE, SDB 6 112-309-000 12 #4/0 CU CABLE, 600V 27 110-101-169 SW-PMD-GC 13 #4/0 CABLE CONNECTORS 6 120-871-005 (Qty - 1) 14 COPPER TO COPPER BOLTED CONNECTORS 22 102-800-002 15 STANDARD LOCKS 2 546-246-011 SW-PMD-LOCK 16 CABLE MOUNTING BRACKET, STAINLESS 160-310-000 17 BOLTS, SS, 1/2"X 1-1/2" FOR CABLE BRACKET 12 140-515-557 SW-VISTA-MT-HOW 18 SPRING, NUTS, SS, FOR 1/2" BOLT FOR CABLE BRACKET 161-463-000 19 LOCK WASHER, 1/2", FOR CABLE BRACKET 145-294-010 20 800 AMP FAULT INDICATOR VARIES 163-297-009 P-CL-FCI-800 21 ROTATABLE FEEDTHRU DEVICE, 200AMP, 25KV 6 163-250-002 SW-VISTA-422-PAD 3 163-250-002 SW-VISTA-431-PAD NOTES: 1. THE INTERRUPTERS MUST BE PRE-SET BY THE ERC PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 863-4900 TO MAKE ARRANGEMENTS. 2.. THE PAD MOUNTED VISTA SWITCH MAY BE INSTALLED IN AREAS SUBJECT TO FLOODING. 3. SEAL THE INCOMING DUCTS PER UN-29.0,0. 4. THE SWITCH AND ITS ENCLOSURE MUST BE BOLTED TO THE PAD. 5. REFER TO DCS UH-41.0.1 FOR PROPER INSTALLATION OF 600 AMP T-BODY ELBOWS. 6, BOTH THE FEEDER CABLES AND LOOP SIDE CABLES ARE TO BE RACKED THROUGH THE CABLE SUPPORT BRACKETS INSTALLED ON THE UNISTRUT IN THE CABLE CHAMBER. 7. CABLES MUST NOT BE IN CONTACT WITH THE CABLE CHAMBER OR PAD TOP. 8. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT THE FREE MOVEMENT OF THE ELBOWS. 9. MAKE CERTAIN OF CABLES LOCATIONS BEFORE DRIVING GROUND RODS. 10. APPLY CAULKING COMPOUND TO THE SEAM BETWEEN THE ENCLOSURE AND THE PAD TOP. 11. DUST CAPS USED FOR COVERING BUSHINGS AND BUSHING WELLS DURING SHIPMENT MUST BE REMOVED PRIOR TO ENERGIZING THE SWITCH. 12. UNUSED LOAD TAPS MUST HAVE BUSHINGS AND PROTECTIVE CAPS INSTALLED. 13. UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS INSTALLED (M&S #163-645-007). 14. AFTER THE SWITCH ENCLOSURE HAS BEEN INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND• STORED INSIDE THE ENCLOSURE FOR FUTURE USE. 15. ENSURE THAT THE WARNING LABEL (M&S #548-560-104) IS INSTALLED ON BOTH THE CABLE COMPARTMENT AND THE OPERATOR SIDES OF THE ENCLOSURE. 16. INSTALL FEEDER CONDUITS AS SHOWN IN C-46.0.0 AND C-46.0,2 ON LEFT AND/OR REAR SIDE OF CABLE CHAMBER TO ALLOW FOR BENDING RADIUS OF CABLE. 17. BOLTS FOR SECURING PAD TO CHAMBER ARE INCLUDED FROM VENDOR, THERE ARE 4 BOLTING LOCATIONS AS SHOWN ON DRAWINGS. 18. INSTALL 800 AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES. SEE UV-14.0.0, UV-14.0.1, & UV-14.0.2. 19. FOR PAD MOUNTED APPLICATIONS, THE BASE BRACKETS ("FEET"). "N" AS SHOWN IN C-46.0,1 ARE REQUIRED, 20. THE BASE BRACKETS ARE NOT REQUIRED FOR BELOW GRADE ("UNDER-COVER") APPLICATIONS, BUT SHOULD BE KEPT WITH THE SWITCH IN THE POSSIBLE EVENT OF FUTURE RE-USE IN A PAD MOUNTED APPLICATION. 21. INSTALL ROTATABLE FEED-THRU DEVICE ON THE LOAD SIDE OF THE VISTA SWITCH (M&S #163-250-002) FPLL OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE NOTES 16 AND 19 ADD ORIGINATOR: A. PANTOURIS DRAWN BY: E, SCHILLING 2 11/1412 NOTE 21 AND ITEM 21 JGV ELS WM 1 9/2/10 UPDATE ITEM 16 GAP ELS BXN DATE 9/1/03 APPROVED: ARI LIMA NO SCALE NO. DATE REVISION ORIG. DRAWN APPR. LEAD SUPERVISOR, UG SERVICES SUNSET ISLANDS 3 &4 ATT UNDERGROUNDING DESIGN PLANS AND SPECIFICATION 1 84' -2-4' CONDUITS 1450 1420 1430 1410 2201 1433 1431 1401 190, -1-2' P 'C CONDUI T -1-2 PVC 32DUI CONI T' 202 I CO 50, -1-2' PVC -7 cONDui T -1 - VC CO NDUI T 0 CON 1 84 DUI TS -4' PVC 1400 POLE TO REMAIN 238' -2-4' PVC CONnUi TS ]AV 3Md]011-1 1541 0 CO iv 'IT -1 -2' DUI T PVC 60' -1 CONDU -2' PV T r\--) 1530 1520 1510 cn N 1535 1525 1515 1501 ,- 90 -1-2'9.' -1-2' PVC GOND I T P C COND r DIU 9 R/W 1531 1515 194' -2-4' PVC CO DUI TS 162' -2-4' PVC CONDUITS 185' -2- • P CONDUITS PB 90' -1-2' rVC CONDUIT R/W PVC CINDUI T CONDUITS`84'-2- PVC 11-1 W 21ST ST 0 r-R/W -1-2'PB HH-1 0 2125 166' -2-4' PVC CONDUITS 204' -2-4' PVC CONDUITS 1400 2111 VAC. LOT 2121 \ 2001 LEAVE CONDUITS CAPPED IN GROUND NEXT TO POLE CON1 32'Dui -2 T -4' PV co70NDU ' -2 I T-4S ' PVC ATTSE TURN UP CONDUITS ON POLE Exchange: Designer: Hernandez,Andres, PB W P PB B L IG -ND I I x 4' x 5' HANDHOLE WITH 111-1-1 TRAFFIC GRADE LID • FPL CONCRETE POLE TO REMAIN • FPL CONCRETE POLE * FPL WOODEN POLE O AT&T POLE —B — EXISTING AT&T BURIED CABLE PB PULL BOX nHH-2 3' x 3' x 3' HANDHOLE WITH TRAFFIC GRADE LID 2-4" PVC CONDUITS BURIED AT MINIMUM 24° VARYING LENGTHS I-2° PVC CONDUIT BURIED AT — MINIMUM 24° VARYING LENGTHS PP, PB C23;45fliT PVC 60' -1-2' PVC CONDUIT f\J JJ m C-) D D T I 1445 1401 \P 2120 H1-1-11/ 22ND ST 1> 2 m 115' -2-4' PVC CONDUITS C\_ CD CC n PB p PB lr 184' PV CONDUITS 1550 1540 1530 MATCH DRAWING 4* )c) PROVIDE OPEN BOTTOM HANDHOLE TO INTERCEPT BURIED AT&T CABLE 0* R/W 184' -2-4' CONDUITS 1520 1500 PVC 1460 PVC 1440 500' -2-4' PVC ,;ONDU1 TS 2135 -2-4' PV UI TS 2131 PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF Miami Beach Sunset Islands 3 &4 1617 1541 1600 -(D 1635 1645 1649 CONDUIT S PV 2142 34' -2-4' PVC NDUI TS 211' -2-4' PVC CONDUITS R/W Bb 238'-2-4' PVC CONDUITS R/W W 22ND ST Pep 77. if 2130 1621 m r I PB 2122 W 21ST ST 8W -1-I2' PVC CONDU R/W 1630 1610 1620 2138 184' 1-2' PVC CONDUI T CON1 20DUTT' -1-2' PVC 1616 1HVY -1-2' PVC i— I I CONDUIT C (S CV CD 17 DZI KL Z m I2C IS 1> ,---, 1=I (cl LIPB O -ED 0 A TTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF Miami Beach Sunset Islands 3 &4 Exchange: Designer: Hernandez,Andres Phone: 305 222-0932 Authorization: IMP06052B Dwg. 2 of 4 4/23/2012 3 57:35 PM 1717 1621 1611 1601 1525 1501 1441 1431 1415 1405 243' - -4' PVC 4' PVC ,-- CONDU TS CONDUITS - 2- u-r2T-s4' PVC r ..P/W 21 5' -2-4' PVC 211' CONDUI TS CON -2-4' DUI TS PVC - 02 C3N D' -w2T-s4 PVC 7 R/W (201N2D' r /I /7 2345 H1-1-2 2335 *C) 1 +-1 1 0' -1 -2' PVC -- CONDUI T W 24TH ST W 24TH ST 120' -1 -2' PVC CONDUI T 1 TI PB B R/W 1434 1410 4b' - 2- 4' PVC CONDUITS G 190' -2-4' PVC CONDUITS co 1441 IN/ YI 1530 1500 1531 1505 P/U PB 100' -1-2' PVC CONDUITS PVC R/W W 23RD ST R/W-y PB —1,---)C8r1Q-UrT2' R/W O R/W 175' -2-4' PVC CONDU= TS 1 87' - 2-4' PVC CQNDUI TS 211' -2-4' PVC 144' -2-4' PVC CONDUITS CONDUITS 1 75' - -4' PVC CONDUITS ATTSE 2227 1510 1400 1440 1500 1420 PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF MlamI Beach Sunset Islands 3 &4 Exchange: PROVIDE OPEN BOTTOM NANDHOLE TO INTERCEPT BURIED AT&T CABLE Designer: Hernandez,Andres Phone: 305 222-0932 MATCH DRAWING "' Authorisation: IMP06052B Dog. 3 of 4 /23/2012 3: 57: 36 PM W 24TH ST R/W 1800 R/W 5W -1 -2' PVC CONDUI T 1 00' -1 -2' PVC CONDUI T 1839 1833 1821 1825 1745 1775 1727 R/W R/W R/W 60' -1 -2' PVC CONDUIT PB b R/W gI9' :, CONDUI TS PV 213' -2-4' PVC CONDUI TS 21 COW 7' -2-L' TS 4' PVC 243' -2-4' PVC COMM TS C'D PB 1745 R/W W 23RD ST 2300 ( ) KE 21 4' -2-4' PVC CONDUITS 1836 1826 1818 1800 1750 1730 1700 ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF Warn! Beach Sunset Islands 3 &4 Exchange: Designer: Hernandez,Andres Phone: 305 222-0932 Authorization: IMP06052B Dog. 4 of 4 4/23/2012 3:57:37 104 HH-2 "Conduit Pl a ns" MATCH DRAWING 4 1 p) PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ....., 1717 1621 1611 1601 1525 1501 1441 1431 1415 1405 243' -2-4' PVC -2-4' PVC CONDUITS 7,,219' R/W 2 - CONDUI r 4 S PVC 212' -2-4' ("CONDUI TS PVC 7..--' CONDUI I'S 215' -2-4' / PVC 211' ( CON -2-4' DUI TS 0/11 PVC /I 22W CONDUI TS 2345 * -X- ' I if 2335 W 24TH ST 1 20' -1 I -2' PVC CONDU T W 24TH ST I-2' PVC CONDUI T 44 R/W CI PB 1530 1500 1531 R/W 1505 PR 1=1 1 WA' CONDUI TS PB f Yor 1434 1410 (s) co 1441 c\I 0 /LI PB 00' -1 -2' PVC CONDUI T CD 1-1 .‹E n- ci] 1 45' -2-4' PVL ONDUI TS 1S -1 -2' PVC I90' -2-4' PVC CONDUI TS R/W W 23RD ST 0 R/W R/W 0 187' -2-4' PVC CONDUI TS 21 1 -2-4' CON UI TS PVC 175' - 1 44' -2-4' PVC CONDU CONDUI Tb 175' -2-4' PVC coNour Ts TS -4' PVC 2227 1510 1500 1440 1420 1400 2305 ATTSE Exchange! Designer: Hernandez,Andres Pnwe: 305 222-0932 Aufhorization: IMP06052A Dwg. I of m m PROVIDE OPEN BOTTOM HANDHOLE TO INTERCEPT BURIED AT&T CABLE 8126121i5 5: 41:38 PM 1839 1821 1833 1745 1775 1727 219' -2-4' PVC CONDUI TS 2 3' -2-4' PVC CONDUI TS 243' -2- 4' PVC CONDUI TS 21 COND I TS PVC R/W If 1 R/W R/W W 24TH ST PVC --it PB‘b R/W 1800 R/W 1700 50' -1 -2' PVC CONDUI T 164' -2-4' PVC CONDUI TS 1831 1 00' -1 -2' PVC CONDUIT R/W ( 2300 1745 R/W PB W 23RD ST 0 R/W 21 4' -2-4 PVC CONDUI TS 21 4' -2-4' PVC CONDUI TS A TTSE 140' -2-4' PVC CONDUI TS 21 4' -2- 4' PVC CONDUI TS PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF 1836 1826 1818 1800 1750 1730 "Conduit, Pions" PED Exchange: Design,: Hernandez,Andres Phone: 305 222-0932 Authorization: IMP06052A Dwg. 2 of 4 8/25/2015 5: 41:39 PM 60' -1-2' CONDUI T 1541 1649 1 41 -2-4' CONDI S PV 100' -1 -2" PVC CO DUI T 120' -1,-2' PVC CONDUI T 50' -I -2' CONDUIT x_. 184' 1-2' CONDUIT 2130 MPB O -ED 1635 1645 CS) (NJ 1616 1621 P8 CONDUIT R/W 2122 W 21ST ST PVC 1630 1620 1610 1617 VC it I 211' -2-4' CONDUI TS (,--- R/W 238' -2-4' PVC CONDUI TS R/W W 22ND ST PBIII 2142 34' -2-4' PVC ONDUI TS 2138 ) r- n m Dz1 m z m 1600 "Conduit Plons" ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF Exchange: Designer: Her nandez,Andres Phone: 305 222-0932 Autnerizetior,. IMP06052A hag. 3 of 4 8/26/2015 5:41: 40 PM 1531 PVC 1541 238' -2-4 CONnUI TS • FPL CONCRETE POLE TO REMAIN © FPL CONCRETE POLE • FPL WOODEN POLE O AT&T POLE —B— EXISTING AT&T BURIED CABLE Opg PULL BOX 50' -1-2' PVC / CDNDUI T PB 0 Cii (-) Fri 0 z rn m CONDUIT S PVC O. 2120 401 2-4' PVC CONDUITS BURIED AT MINIMUM 24" VARYING LENGTHS 1-2° PVC CONDUIT BURIED AT - — MINIMUM 24" VARYING LENGTHS 1 84' -2-4' PVC-' 1 ONDUI 84' -2- TS 4' PVC-) A MATCH DRAWING 3 "Conduit Plans" PROVIDE OPEN BOTTOM HANDHOLE TO INTERCEPT BURIED AT&T CABLE 1515 194' -2-4' PVC CONDUI TS 2201 1433 1431 1401 2135 1B2'-2-4' PVC corcur TS LIE \D CONDUI T-2' PVC 1 85' -2-4' PVC CONDUI TS CONDUI T2` 32' -1-2' PVC 202 -2-4' PV CONDUITS 2131 R/W / CONDUITS PVC RH-1 PB 8EV -1 -2' PVC CONDUI I I PB PB ,z]0 PB W 22ND ST PB 10 CO N Iv r-, -1-2' DUI T 1530 w PVC 1520 60' -1-2' CONDU 1510 PV T IS1 (') F\1 1535 1525 1515 1501 -e- -1- 2' PVC COND IT P C COND ID/ 2125 \P 60'-1-2' PVC CONDU T f,$) DJ IV) f CR is is IT —166' -2-4' PVC CONDUI TS kS) 2121 4' x 4' x 5' HANDHOLE WITH /114-1 TRAFFIC GRADE LID Frl I I X 1445 I> IV 2111 VAC. LOT HH-2 3' x 3' x 3' HANDHOLE WITH TRAFFIC GRADE LID 70' -1-2' lil* PB Er- ( PB 90' -1 -2' C CON UI T R/W PVC CONDUIT L..._‘, ....,,,..F ........_ 'B I lil 1-------PVC CONDUI T PVC lr ----1I,__(,---E8ADUfil. * 11 I C. -III (—I I t) II(I,W 21ST ST 0* R/W * R/W PB 204' -2-4' PVC CONDUI TS 1400 70' -2-4' PVC CONDUI TS 184' -2-4' PV CONDUI TS 2001 LEAVE CONDUITS CAPPED IN GROUND NEXT TO POLE 132' CONDUI -2-4' PV A TTSE 1 84' 2-4' PVC CONDUITS NH-1 PROPOSED TELEPHONE FACILITIES 01,1 RIGHT OF WAY OF CONDUI TS 1550 1530 1420 1540 1520 1500 1460 1450 1440 1430 1400 cp 1410 TURN UP CONDUITS ON POLE PDLE TO REMAIN/ Exchange: Designer: Hernandez,Andres Phone: 305 222-0932 Authorization: IMP06052A or Dwg. 4 of 4 8/26/2015 5:41: 41 PM SUNSET ISLANDS 3 &4 ABB UNDERGROUNDING DESIGN PLANS AND SPECIFICATION coNhvurp ON F'AG12. Cs- ro 0- - 4—) 2 E-- ,$) El rr E E a t) P-5" PVC 1441 1501. 1415 I-7 PVC VV. 24 57-"K 1500 1505 .gAV 187 Pi" PVC 21e 1-2" PVC (-- 0 -.., 1445 1410 1441 MO \._ 9 9 J 1525 1-5.PJC 171' O 1.0 6 1550 1551 0 162 1-9. PVC 1510 /57' MC Ill ICII 106. 1-5" P 182 PVC 187 C 1500 1440 1920 AU PVC 1111-sl OF 24' DEMI s Arld GONOUIF AN Yy PEGATTA AVE. dB ,z9 1...UGIVNIf Ave, N