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Town of Gulf Stream Phase One Undertzroundiniai Proi ect FLORIDA POWER &LIGHT COMPANY PLANS AND SPECIFICATIONS April 15, 2013 Sheet Legend Cover Sheet FPL -0 FPL CONSTRUCTION PLANS FPL Drawing A05 CK 15 8 FPL Drawing A05 CK 15 9 FPL Drawing A05R53 FPL Drawing A05R73 FPL Drawing A05R115 FPL Drawing A05R149 FPL Drawing A05R160 FPL Drawing A05R161 FPL Drawing 05R 62 FPL Drawing A05R163 FPL Drawing A05R164 FPL Drawing A05R167 FPL Drawing A05R167 FPL Drawing A05R168 FPL Drawing A05R169 FPL Drawing A05R170 FPL Drawing A05R171 FPL Drawing A05R172 FPL Drawing A05R173 FPL Drawing A05R174 FPL Drawing A05R175 FPL Drawing A05R176 FPL Drawing A05R177 FPL Drawing A05R178 FPL Drawing A05R179 FPL Drawing A05R180 FPL Drawing A05R181 FPL Drawing A05R182 FPL Drawing A05R183 FPL Drawing A05R184 FPL Drawing A05R185 FPL Drawing A05R186 FPL Drawing A05R187 FPL Drawing A05R188 FPL Drawing A05R189 FPL Drawing A05R190 FPL Drawing A05BV2 NOTES FD -1 DETAILS FD -2 FPL REFERENCE DRAWINGS FPL Drawing FPL Drawing FPL Drawing FPL Drawing FPL Drawing FPL Drawing FPL Drawing A05 CK 116 A05BP3 A05BP6 A05BP22 A05BP30 A05BR50 A05BR71 REVISIONS BY Z Q W =d' UWH �Ww���O���Qw Ld U) Z� W a 0} WOO W W zrzm a- 0 aw O Ld?—zL,�Wo O -W �QQ¢Wow°�an~who O ~ H p W >,W-<)W= U Z p N K} W 0 2'.0.., Q Z Q w Z O w Z 0 (n W a' 2 N J U~ J ¢ H W - J - SZC<) Q- 0Zg W -Z <, ���w�=WN��xw w:D HW} W 03a 3oa.L x CD 3oo� o Op(n0 3MF-OQ W mzU a A 0 •f..j .o •N W M c�ct rn O M OC) o 00 U �3 LQ 0 J Z ILL. O w Q > Eil Z o V) U o�LL- J Z O o 0 z o <z� Q::D C):�o oF- o � a0EiJ w o 0 0 J � Ei Q W O H0 z �N z LJ Qo H �zz_cno L'-J�QZD E— O O O � U Cn o LLJ L� J Qoo�m zOzoz z O CL ¢ �\ J 0:f [� Q = p LJ CnLLJ NQ CDC7N}N LJOOCnWZ �QCLm�� :2 a 10 ao�� Oa � � N � O iB = Z2� zo G cB w V .�'R, N tCi N N N '� mM'a)�Z io -0 �m i ' .� i Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet FPLmO Of 27 Sheets '2614-3(T.O. 30'i50KVAf120 /2081) ❑ INACCESSIBLE ® 13KV ❑ FUNRE 23KV ❑ 23KV SALT SPRAY ❑ NULL 2615-a(T.O. fi-8106-6227-0-5 12616-3((T.O. T-29 18568-12 12614-2 18569-18 12615-2 185]0-18 ]2 87,1 (A&Ctl52') 8568 I (8075') N \ 18569-19 FOR CONTTINUATION SEE DWG# A05CK159 ���-19 (30J e2')----- r \ F\ Be A � A �A TOQ'i �b />� cB '=A = I 18569-17 T-28 122 T-23 No p0 /�_ I'Rrvq -RD= —c — rt�` (tlTsi') BSOKVA(ss) B 50KVA(SS)(LTG) C 50KVA(SS)(PWR) r / O� s-alos-nzo-0-a 8-8108-4fi 13-0-6 ^ / P' (39405') OPEN DELTA / r-----------T-----L_ 18569-,6 KIS 18570-11 18570-10 T-24 Qia T-25 jr I AOSR172 B50KVA(SS' 850KVA(Ss) I T-26 IK ILL 377') r 8-� 6-8106-5 13-03 6-9106-6013-0-2 - �jOyyA($8) _ 0 ^� 18569-15 dl I 18569-8 18569-9 T18569-10 5 PRIVATE RD 6-8106-671J-0-1 I "`���B 18569-7 18569-11 18569-12 18569-131 1 18569-14 18569-6(N.O. J L (-I ESO') I i-39 c—J—c---c—II 17 .44B') ==a e10oK (Ss)(DF) (Ba:cros7') a ---B— —q— e——19---e� ? (80449') (B93]4') (89167')1 I 6-8106-7215-0-2 N HIDDEN NA""` DR 1 g 1 ` �_c (craze]') —c Ias,7D>�— —c (cm4aa')—c ^ N) 1 �'� 1 1 z T-21 18570-8 I i-115 C SOKVA En "� 14 A IOO VA(120/2401) T 1:5,70-] 1 O 1 ¢ 1 6-8106-7210-0-6 5-8106-4812-0-0 101 C }7KVA 18570-6 O (]]') __ _____ AO5R175 6-8108-5612-0-3 I m _ ___1 AOSR173 al A 18116-3 ________________________ ______i__I m L________ L_ _________L______ 4 A� ATTENTION AOSR183 n1 f IF �� AOSR181 1 (77')- --_2__I -19 r° I 1 ml f ROW AGREEMENT C56KVA® N f-_ _ ¢ �I (B&001 q5') 18568-i6 g50KVA(SS) 11n TI NI 6-8106-]106-0-8 \\ A 6-8106-4]06-0-] O O _r T-17 T-18 OI — A — 18565-1] ^ 05/j WE ala I B SOKVA(SS)(LTG) C 50KVA(ES)(PWRji! T-16 (A 1199') I J t(A02] (109') ^� /!2 THE UNDERGROUND FACILI TIO pND A65ROCIATED EQUIPMENT ARE IN I 6-8106-6106-D-3 B SOKVA(SS) 1 '�'� IY A B — —p 111565-15 ^\ TME RIGHT OF WAY OVE uL EOUESi 8Y THE LOCAL 18570-4 ^6570-SO(N.O.) C — (0034]'0 _ _ II OPEN DELTA- 6-8106-6606-0-D 1 —� — _= 18566-11 •QQS �ERryEELOCALERBY AND GOVERNMEME SHOERD TH6E L1T1,1.0VERNEMEM — — — r — - — / LJ - (B0224' L 1 . = 18567-13 R%8p ^ \ ` GIT OF Wn FPL ENT OR HIDDEN HARBOUR OR (80226') (8022,7') T`r —C OTHER RI Y ESE F E FP 0 RELOCATE, ADJUST OR - B — B- -T I —B OR LA NCE ANY OF D, UPFNAAIEL, DR 0 AS THERNBUY ALTEREO TIE LY 5 HIDDEN HARBOUR DR 1 1 -A— —A T-1 aCAL M Ni MHALL PROVIDE FPL TH 6 _ it.;9-5 t9s]o-2 1es6g-� I 11 C053a' (f o9') 16111-ta 34-300KVA 120 2081) (LOOP) —C — — —C 09556' 2 WA05-6899 0558 Ir___ 16570-3---- % -- 18569_2 T'1� 0T�4 �q' fi ) 18566_0 6-8106-74 6- 4 COSTS FOReiHEEpR �CBON ORAE%OAMATIONN NENT RGIAs PROxMEA� ATION r1 B9a �' b 6ANY ANN— ( ) 16169-a 1� T-13 LOCA GaERNMEn ALSO 1-BUixc FFac FOR ANY TIE RLv TO NT. THE 6-8106 Lac„TE. ExvasE 1 ' THE FFACC FLU REQUEST A COPY OF THE RIGHT OF WAY AGR EMENT OF 6-8105 I 1.) SW#:55073 I / — I FROM Doc FILES/cD FOR FURTHER DErNLs. I p, SW#55074 F F � LOOP LOADING },) A10565-18 F 1 I 450 500 537 and CS 0 ED FUSE 30 899-3E1 1 O�sy at ttfbe eoedbideRips 1 b Of any pli it in BIB566-12 / 018567-I6 The location um 0 i 1 z J a II A05R180 y pon by the supplier in q.) A18568 -I / in complying with ' 1856J-9 CSOKVA(Ss) 550 LOOP �o164 foo STI is fesponslbe for 818569-1 y site Gond ions both above and 0195]0-1 Iuating FUSE 30 0 80 "E" T -1z 16117-11 11 below ground including underground fi-8105-9899-4-0 C IOOKVA(SS) _ I ity locations. 11 6-8105-6898-0-0 I Ro m 1 18567-10 I 1856 7 B7-8 8105-6996-0-1 WRQ 44 CONSTRUCTION NOTES 42448 • ry - ¢ ¢ ® 1 I �TO U m 18565-13 O O 8100 K O -1 I v 1NO 8566-9 AOSR180 ADSESI ¢ a Ia T --_y - -- - 18567-7 6-810515199)-0-] z a 1i (00289') AOSR161 R177 i-4 o AOSR184 I —q — —A — — —A — — —A — 1 A05R163 A05R179 18566-3 M o ��/`7I11y,`)I NO R163 A05R1 J9 B 10olcvq(ss) z 16166-s (N.o.) F______________________________' —a y- —B — — —B — — —e — T-10 6-8105-4498-0-9 T-8 AOSR165 —C — — —C — — —C — 34-300KVA 120 2081 An 166 AOSR18NO R164 1 B 16]KVq(55)(LTG) ( / ) 18566-2 18566-4 I s T-7 —C L — —C — — — C — 6-8105-7295-0-0 An R167 AO5RI82 — L An Fi RR A05R183 p I O CSOKVA(ss)(PWR) B B �A B — —Ae — 3a-300KVA(120/208V)(SS)(DF) AD R169 A05R184 g 6-8105-6094-0-7 PRIVATE LN 18566-12 NO R170 AOSR185 OPEN DELTA - - - - 8 AB R171 A05R186 18566-] T-9 18567-5 %2 �w� AOSR184 1856]-6 A35 172 A05R187 L------ 8566-6 CSOKVA(65) 14 a ____-_------ A05RI85 AD R174 AOSR190 An -- ACIR71 �{ 6-8105-65951856 NO R175 A _ _ r Irl `� 18587-3 (N.0.) 1856]-4 1 1 DRIFTWOOD UROINGO RDBg OSBP30 AOSCK159 �11�1� 1,856]-2 AOSR185 AOSBP71 AC5R53 i -b F__ .�.__ ____- n l l n m A 100OA(55) m AOSR188 I AOSBP22 AO5R149 m IIm 6-8105-5492-0-0 I I m SW#:55072 AO R42 A05BP3 m 8561-8 I 'O 6-8105-6793-0-8 A05CK6 AOSPB6 AOSR187 9119 1 I 1 18565-9(N.O.) ^_ _�{ _ AS BIRSOCK11 A05CK159 _T_ _ _ Ira e—A 1-o—r --A-- aA—�_0"I _I _______________________ A05R1156 — B — — — — AOSR790 PELICAN LN I I I (A037'') 1 —C. — — C — Q CALL EUNSHINET L1 -BOO -432-4770 _ _ _ (3ms]o'j __ —g--— PELICAN LN -- Q 18565-7 (A9664') — g — — _-88 — — — g — �"1 lI A--A—pT��-A--Ljo—�I1 Ira -4� (A0309') 18565-5 (A0194') 18565-3 I T -J 18565-6 16565-4 (B0445') T-1 18565-2 I III < REFERENCE DWG's A10 sA(a),-o-, 4-2 A5OKVA(ES) sm tDDKVA 55 6-8105-5191-0-6 III i O THIS DRAWING SUPERCEDES is-ams-aesl-o-0 j AOSR186 AOSCK159 A05R175 A05R177 R 111 1` mlm DWG # A 0 5 C K 1 16 A05R188 A05R185 A05R174 A05R176 o1rn > ,-I -- A05R189 A05R184 A05R173 On W .�.I I I A18565-1 NI N A05R190 A05R183 A05R172 O O O— 818566-1 11616]-,I a FUSE 39 A05R187 AOSR182 AO5R171 a a 6-B1o`B-8105-5585-0-1585`o8`+-0-10-/ ` }50O CUA _ + J I GEORGE BU5H BLV: ftNG:AL ffG: q4- QTR: AS -BUILT COPY AS -BUILT CREW PRINT Easement, Tis❑NO❑ Survey/stake? res❑NO❑ Work with SMO? ws❑ND® DESIGNED BY M. BONNORONT M/A BR G U LFSTREAM ^Job CERTIFIED COMPLETED as shown on this A8-BVILT print Tree Work? rRs❑ .. L] Designer/stoke? rF50 NO LlCT/Special Mtr? tis(] No L] RABY D. RODBERG Moteri0l thong.. Mown on ROS. Map Posting? TER® NO ❑ TrencM1 Feet Ducl Bank Fe77 et DATE 12%11/12 US BTWN PELICAN & GO( �-o CITY UR. DIST. COUNTY AIR STATE RO FAA MAP N0. 0-0391 GU B GULESTREAM/PALM BCH CRIT PULL FOR &PRI CBL, INSTALL 4-21NAY NSTA SW, 2-POTHEAO SWITCHES TX's TO SVC GVLF8IREAM II q.,r ed ground rotls Hove been driven & verifietl to be Aw,f iw FPL stgntlgrdm. VOl00s are Shawn 01 qll 1Ocml6nx as MD RR XING COUNTY RD. TRANSM. N.T.S. DWG N0, A05CK158 REVISION ...mom.- �r -ted by eiephone Request? t E]No❑ CATV R q t. YFR0 NO C] �g FEET .,4442448,.CD044-4� 0 a GOLFVIEW DR -- 81858 24-1 C18585-8 FUSE 30 ® 80 "K" 8505-1 6-8107- - SW#:55081 A05R160681078505-01 � e" A05R61------== = "II IIIQ) ,1 II +� I 18585-6 I I Q T6-8-8600-0-0 -62 l I I I 8 58107( 8600-0-0 18585-7 (A0227') / A — f --A_ 18583-9 VLT# 2727V O Z^y�) -B 118584-11 N. OCEAN BLV 1 -C- 18585-5 AOSBV2 —O B — —B Q 18583-8 18584-10 18585-4 - - - - - - - -- O---- II 18583-7 8583-6 4 18584-9 18584-8 18585-3 A A 18585-2 B B C C T-61 —C — — —c — 34-225KVAf120/208V) (DF) m _ B — _ — B — 6-8106-86996- 7 -- —A — — —A — — —A A05R161 A05R162 �I----------------- T-60 m / B 100KVA 6-8106-8591-0-5 o (A0649') A05BP3 / B 18584-7 18584-6 (60694') / B B 105 B B 1 / m18584-5 10476-5 (8059') LOOP LOADING in;� l v, 18583-5 co rn o n 10476-4 T-3 T-4 475 350 300 v / I / 18583-4 B 25KVA(PWR) A 50KVA(LTG) A 6-8106-8490-0-2 / ^ B A05R53 OPEN DELTA --A05R162 _- - / 0477-4 Q _�_° _118584-4 T-58 T-59 A05R163 U � a C (A&60197 ) P.M. VISTA DISC. SW. #4r-� 6-8160-8184-5-46 B B 2 WAY A ---10477-3 1.) SW#:55079 18584-3 10476-�j 2-) SW#:55080 18583-3 1848T-3.) A18574-12 B18575-14 T-1 T-2 C18576-12 A 50KVA B25KVA FUSE 30 0 80 "E" 6-8106-8487-0-7 6-8106-8184-3-3 OPEN DELTA 4.) A18583-1 T-56 T-57 618584 - FUSE 830 CD 80 "E" 6-8106-8184-4-1 I�11 I olo -//I / THIS DRAWING 18575-13 Q I Q (60357') �t _ _ —B TB / 18575-12 I / ,� AOSR163 1L I T-55 -1------------------------------ B100KVA(LF) " /r A05R166 6-8106-7679-0-1 B 1 OOKVA(SS)(DF) _54 A 100KVA(SS)(LTG) 18574-11 / 4 �- T-53 B 50KVA(SS)(PWR) 18574-10 I LOOP LOADING 6-8106-7977-0-3 / 475 350 300 OPEN DELTA 18575-11 ! 18575-10 4 111----0 o----1 SEE UPPER MIDDLE 1444244810109/12/12�PULL FOR & PRI CBL INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAMFOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT AUTH NO. N0. DATE REVISION 0 INACCESSIBLE ® 13KV E FUTURE 23KV ❑ 23KV ® SALT SPRAY ❑ NULL T-52 B25(PWR) SEE MIDDLE LEFT SEE LOWER LEFT T-51 T-37 18568-6 _ _ _ T T A 75(LTG) A 50KVA(SS)(PWR) �p_ 7 6-8106-8373-0-6 0 / �/ / OPEN DELTA T-50 18576-11 T-36 C50KVA(4857 G) / I Tom", 18568-7 m (A&60447) — 18575-9 C 8106 7457)6-8106-4857-0-6 I I,_."lel 6-8106-7457-0-3 OPEN DELTA 8570-14 �—BBB —BBB B 18575-8 18576-10 m/ 18570-15 / I AA— — _ AA— _ SBA — 8 e I 18574-9 I 1 N A __-—:1 _� _ B 18574-8 mal �AD51R166 (Aea6a2') ^ A ZA A _J -----bil Il—I ---- (A&B039') U a a D I 111 A05R167 s Ill I L ---. T-49 m o IIII I/l� r SEE UPPER RIGHT CONSTRUCTION NOTES - WR# 4442448 ® 950KVA(SS)(LTG) 111' RE UIRED DRAWINGS CSOKVA(SS) 18575-7(N.O.) v Q 4 Q Q / A05R1610 AOSR577 6-8106-7346-0-4 18575-6 A05R162 A05R178 OPEN DELTA A05R163 AO5R179 18576-9(N.O.) I A0513164 A05R180 A0513166 A05R181 18576-8 / A05R167 A05R182 A05R168 A05R183 'Q I A05R169 A05R184I r A05R167 Qa/ A05R170 A05R185------------m� - - - - - - - - - - - - - - - - - - - IA05R171 A05R186 I I� A05R168 I A05R172 AOSR187 a II Q A05R173 A05R188 T-46 N u IIII A05R174 AO5R189 B 50KVA(SS)(LTG) I 18575-5 A05BP30 A05CK158 T-47 Q 4 , 5BV2 C 50KVA(SS)(PWR) I I m n AA05R6-8106-7245-0-1 a n A05BP71 AO5R53 3 OPEN DELTA 18575-4 A05BP22 AO5R149 I I I v AO5R42 A05BP3 18576-7 IIIa A05CK6 AO5PB6 I I W I A05BR50 A05CK159 18576-6I V v A05CK116 NII I I O I10 A05R115 e u Q 4 UTILITY CONTACT LIST m III I(C01g4,)8576-5 T -1/T-45 I IIII CALL SUNSHINE 1-800-432-4770 U IIII ATTENTION I C 50KVA 6-8106-744744 0-0-6 Cull ROW AGREEMENT IQ 1 18576-4A05R168 ------------ ----------------- I- - IMPORTANT: A05R169 THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN U 18575-3 III THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL I I 60182•) T-44 GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT (B — B 44 SS DF o WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR iiI ( ) ( ) OTHER IIII A05RA79 REARRAN EH ANY WAY OF THESE UIRE FACILITIES, OAS RELOCATE, THEY MAY DJUST OR .4cEXIST INITIALLY N I B 1857521 6-8106-7341-0-8 cQ OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE o _ I I A05R178 MC UDINCAL G ANYMENT SHALL EASEMENTS PROVIDE MAY BE NITH A ECESSARY AITUTE ND PAY ANY C U COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE II n T-35 LOCATE, EXPOSE PROTECT OR SUPPORT THE FACILITIES, IN THE EVENTLOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO r A 50KVA(SS)(DF)(PWR) OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE PROXIMITY TO I a 1 T-34 THE FACILITIES. REQUEST A COPY OF THE RIGHT OF WAY AGREEMENT Qa I FROM DOC FILES/GO FOR FURTHER DETAILS. I I u_ I I I C SOKVA(SS)(DF)(LTG) I 19574-7 T-43 68-4 5 OPEN DELTA A- 6-6106-4535-0-8 u ILL A — � A100KVA(SS) 1 85 6-8106-7236-0-2 A05R169 18568- ---- Imr.�— — \ T-33ffo I Q _ 18574-6 T A05R 170 \c \ 18570-13 A 50KVA(SS)(DF)(PWR) I 1 Ind \ 18570-12 T-32 LOOP LOADING �I I " (A0439') 18574-5(N.O.) T-42 C SOKVA(SS)(DF)(LTG) ® a 11 —A — A 100KVA(SS) \ 6-8106-48,33-0-0, I \ \ \ OPEN DELTA 475 350 300 a mc�m — A — q 6-8106-7230-0-9 \ q 0 18568-8 (N.O.) I I a� I (AO177') 18574-4 \ , 18568-9 18570-111WO.) 1b T-41 1 ` ^ / GA140A' 1 (AO87') 18574-3 A 100KVA(LOOP STYLE) \\\q 18570-9 ^ 808006-7023-0-3 A 6-8106-7327-0-9 cgR P�O� T-31 I I I u_ (;(A 7) 1857 A 50KVA(SS)(LS)(PWR) P.M. VISTA DISC. SW. #3 a 0177')T-30 6-8106-7022-5-7 nom ¢_ 18576-3 C 1 OOKVA(SS)(RS)(LTG) 2 WAY v I I I m C 1< T-40 m ® e ?• / \ 6-8106-5528-0-8 ILS\ LL \J/ \\q \ 18568-10 OPEN DELTA 1-) SW#:55077 I a I O C 8106-722 /� \ C\\� C 18568-11 2.) SW#:55078 .l -m -i 18575-z s-slos-7zzs-o-s A05R170 -------------- / 16570-16 3.) A18568-16 M A05R171 G# A® 1 1 1 / ry \\\ 618569-20 "� rn 18570-17 ^^ / C18570-21 s // L'9T�•,P \ O \\q\9\C 4D� /rte^� FUSE 8106- 022-3E F 1 m 4.)A18574-1 818575-1 / C18576-1 1;-.2 '3 �4 FUSE 30 6-8106-7022-4-9 REFERENCE DWG's \,'��\\ The location and existence of an facilities \\\ g`SAj. LOOP LOADING 18570-20 mI4 T-39 y / \ q 9 p J I C 50KVA(SS)(LTG) A05R160 A05CK158 A05R161 A05R162 may not be relied upon by the supplier in // \\\ 450 1 500 1537 18570-19 T-38 A05R163 A05R164 A05R166 A05R167 responding to a bid or in complying with / \ ` 18568-15 A 50KVA(SS)(PWR) any contract. Supplier is responsible for / - 1_ `----------------- u 6-8106ELTA 0-3 A05R168 A05R169 A05R170 evaluating site conditions both above and 1 1 k OPEN DELTA A05R171 A05R176 A05R177 below ground including underground 185ss=14_ ---------------- A05R178 A05R179 A05BV2 facility locations. FOR CONTINUATION SEE DWG# A05CK158 TWNP: 46 RING: 4. SEC: 0_ QTR: AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES Ll No ❑ Survey/Stake? YES L] No ❑ Work with SMO? YES NO QX DESIGNED BY M. BONNORONT IITITZ.F. cert a GULFSTREAM Tree Work? YES E] No ElDesigner/Stake? YES E] No � CT/Special Mtr? YES E] N0 � DRAWN BY D. RODBERG Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. Map Posting? YES EE No E] Trench Feet Duct Bank Feet DATE 12/11/12 US AIA BTWN PELICAN LN & GOLFVIEW DR uper I.— igna ureDate �a CITY 1DR. DIST. I COUNTY AIR ISTATE RD FAA MAP NO. 0-0391 GULFSTREAM/PALM BCH CNTY, FL All required ground rods Have been driven & verified to be am WMD RR XING COUNTY RD. TRANSM. 0 N.T.S. A05CK159 within FPL standards. Values are shown at all locations. DWG N0. ... ..ro —� Posted by Telephone Request? YES E] Nb CATV Request? YEs❑ No FEET 1A1a.dd1d2AAR,A.n0AA—A9 —AAR ADDITIONAL NOTES) ' TRENCH NOTES ' MAINTAIN A MINIMUM OF 12" SEPARATION FROM ALL OTHER UTILITIES " INSTALL #12C WIRE ALONGSIDE EMPTY CONDUIT RUNS CABLE " FNC IS 3CC-1000KCMIL—A-25KV—XPLE IN 1-6" RIGID PVC OR 1-8" HDME—SR9 FLEX PVC WITH 36" MINIMUM COVER XPNYC IS X—#1/OA 25KV—XPLE IN Y-2" CIC WITH 36" MINIMUM COVER SECONDARY IS #4/OA TPX IN 2" CIC OR 2—#4/OA TPX IN. 2-2" CIC OR #4/0 QPX IN 1-5" CIC WITH 24" MINIMUM COVER ALL SERVICES TO BE INSTALLED , OWNED AND MAINTAINED BY THE CUSTOMER ADDITIONAL NOTES (TYPICAL UNLESS NOTED): ALL BORE AND TRENCH PATHS ARE LOCATED 3' INSIDE OF ROAD R/W ALL TRANSFORMERS, SWITCH CABINETS AND CAPACITOR BANKS ARE STAINLESS STEEL DUE TO SALT SPRAY AREA " ALL INDIVIDUAL SINGLE PHASE TRANSFORMERS ARE LOW STYLE ALL OPEN DELTA TRANSFORMERS INCLUDE 1 REGULAR STYLE (LIGHTING) AND 1 LOW STYLE (POWER) 11 ALL 30" HANDHOLES FED FROM 1 PHASE TRANSFORMERS WITH 2-4/OA TPX IN 2-2" PVC WITH 6 PORT MULTITAPS " ALL 30" HANDHOLES FED FROM 3 PHASE TRANSFORMERS WITH 1-4/OA QPX IN 1-5" PVC WITH 6 PORT MULTITAPS INSTALL PRIMARY & FEEDER CONDUIT 3' INSIDE R/W (TRENCH OR BORE) MOT INDEX 603 FOR ALL LOCATION ALONG ROAD WITH FLAGMAN INSTALL TLM TAGS AS INDICATED ON DRAWING CHECK VOLTAGE ROTATION & CONTINUITY AT EACH TRANSFORMER AND RISER LOCATION MINIMUM DEPTH OF 36" TO TOP OF CONDUIT FOR ALL LOCATIONS EXCEPT UNDER AIA R/W AGREEMENT " THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE 9N.Ap ba —A-_—___—_—_— GOLFVIEW DR TCHANGE FRAIMING TO X—ARM Lj A18583-10 818584-12 45'/3 C18585-8 INSTALL 1-5" U—GUARD ON W. QUAD FUSE 30 ® 80 "KS" 6-8107-8505-1-9 FRAME SIM TO ci DCS UH -15.2.0 55'/3H M 3-900AMP 6-8107-8505-0-1 v I 1 I 1 I I I I I� Io I I I 8' COBRA HEAD 1 —45' 4/OA TPX I I Il ATT STUB POLE I 24"HH SW#55081 it,� LOOP LOADING INSTALL 1-5" rt A B C U—GUARD ON ell 287 287 187 E. QUAD IzI I FRAME SIM TO DCS UH -15.0.0 IM.F FIG 2 It Irk t � I " I�11 4 a TYPICAL TRENCH z INSIDE R/W I o I�� Z U ZI V UII 8 o IFI I M MI � F 0 a o ABBREVIATIONS: SS — STAINLESS STEEL LTG — LIGHT POT PWR — POWER POT R/W — RIGHT OF WAY P/L — PROPERTY LINE TPX — TRIPLEX CABLE QPX — QUADRIPLEX CABLE QUAD — QUADRANT DF — DEAD FRONT TRANSFORM LF — LIVE FRONT TRANSFORME A — ALUMINUM CABLE C — COPPER CABLE " FNC — FEEDER IN CONDUIT XPNYC — X PRIMARY CABLES IN Y CONDUITS -----------------� I I 10 I I 5' I I { I I o_ � I I ❑ I I I I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I I L J ----------------- 6EL8662 i 20, B' I I I I I I I o II I I I I I VISTA SWITCH CABINET I DETAILS N.T.S I I L ----------------J INACCESSIBLE ® 13KV [:] FUTURE 23KV [:] 23KV ® SALT SPRAY E] NULL CONSTRUCTION NOTES — WR# 4442448 REQUIRED DRAWINGS AO5R180 A05R176 A05R175 A05R190 A05R161 A05R177 A05BP30 A05CK158 A05R162 A05R178 A058V2 A05R73 A05R163 A05R179 A05BP71 A05R53 A05R164 A05R180 A05BP22 A05R149 A05R166 A05R181 A05R42 A05BP3 A05R167 A05R182 A05CK6 A05PB6 A05R168 A05R183 A05BR50 A05CK159 A05RI69 A05R184 A05CK116 A05R170 A05R185A05R115 A05R171 A05R186 A05R 172 A05R187 A05R173 A05R188 A05R174 A05R189 STAND RD NOTES ALL CABLE AND OR CONDUIT ENDS ARE TO BE MARKED WITH AN ELECTRONIC MARKER (XXX') DENOTES CABLE PULL DISTANCE UNDERGROUND OBSTRUCTIONS ARE TO BE LOCATED PRIOR TO DIGGING INSTALL NEUTRAL BOND FOR COMMUNICATION COMPANIES AT ALL SINGLE PHASE TRANSFORMERS PER D.C.S., G-11.0.0 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 PROXIMITY TO THE FACILITIES. REQUEST A COPY OF THE RIGHT OF WAY AGREEMENT FROM DOC FILES/GO FOR FURTHER DETAILS. IIIIIIIINMEW A •.u4 11111rill •" GOLFVIEW DR LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) FATTENTION ROW AGREEMENT REFERENCE DWG's A05R161 A05CK159 ---------------------------------------------------------------------------------------------------------------------------- MATCHLINE SEE DWG# A05R161 M AJ—HUILI UUHT AJ—IJUILI UKLW F'KINI Easement? YES FX] NO L] Survey/Stake? YESQNO[_] I Work with SMO? YES Na ❑X DESIGNED BY I M. BONNORONT o inT areZ tr Tial eta Tree Work? YES NO ❑ Designer/Stake? YES E] NO ❑X CT/Special Mtr? YES E] NO QX DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material Map Posting? YES No changes shown on ROS. Trench Feet Duct Bank Feet DATE 09/11/12 Fu -5 perv� o s S,gnat— nate CITY X DR. DIST. COUNTY AIR STATE RD X FAA MAP NO. 0-0391 0 4442448 0 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven &verified to be aa' WMD RR RING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. p ASBUILT AU TH N0. N0. DATE REVISION Posted by Telephone Request? Y S❑X NO CATV Request? Yes ❑X No �❑. a Foreman s Signature Dote TWNP:46 RNG: 43 SEC: 04 QTR: MIA: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL CONSTRUCTION NOTES — WR# 4442448 RE UIRED DRAWINGS A05R160(NOTES R1 76 A05R161 A05R177 A05R162 AO5R178 A05R163 A05R179 A05R164 A05R180 A05RI66 A05R181 A05R167 A05R182 A05R168 AC5R183 A05R169 A05R184 A05R170 A05R1B5 A05RI71 A05R186 A05RI72 A05R187 AO5R173 AO5R188 A05Ri74 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05SP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 ------------ _7 ------- 016Pry8 85-6 i M I- 2� -I II I I'' REMOVE RISER 2-48" 1 M2 I & REROUTE SVC SPL BOXES CBL TO HH R/W AGREEMENT ��((4 Nf 2727 N I BLVD IMZ � ACCESS PIT Ifo I 185133-9 99 MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE I I (COOS]) 18584 1 2727 N I BLVD LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, VAULT8585-5 I I I � ilz lal ELECTRICAL ROOM # 8 51_91306 �N D 2 P-1 IT i I ACCESS PIT IM+ m 405785 2727 N IIS 2 BLVD # Al2 5LO6258 405784 I r I MI O ,2 l PROPOSED 10'X10' FPL BLVD III / EASEMENT INST I 1 f� BLVD # 9 T-62 too I 2727 N OCEAN C50KVA(S ACCESS PIT 121 5LO4345 101 6 8107— to I _ D 18585-7 PN2C� 0-0 MI II4 6PN 77' O"HFI 4/OA 1Yn rt � REMOVE RISER — / If+ 016Pry8 85-6 01. & PULL OUT CBL M I- 2� -I FOR THIS AREA SEE 111 REMOVE RISER 2-48" �0 9aj M2 I & REROUTE SVC SPL BOXES CBL TO HH R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF 2727 N WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BLVD BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL 5LO3736 ACCESS PIT Ifo 2727 N 185133-9 99 MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE I I (COOS]) 18584 1 2727 N I BLVD LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, VAULT8585-5 I I I EXCAVATION IN CLOSE ELECTRICAL ROOM # 8 51_91306 � A058V2 2 P-1 IT i I ACCESS PIT -----" 18583—$ 18584-8 6-8106-8898-0-2 3-37KVA(120/208V) 405785 2727 N 18585-4 BLVD I�1 I�! M= REMOVE RISER Ia & PULL OUT "At CABLE 96.5 I(I+ �•II= ACCESS PIT 96 'MI I2 ,M II 1 fi 1 I IM4 I I 2 T I F4 I I ! , I II I / I 4 I 1 I I I I -P- I 1 I ABANDON CABLE 18583-7 / 18584-9 60• t r / � G ¢ I2 XS a II+ I 2 Q � f4 IZ 1 � a n FOR 6i SPL BOX d 95.8 I I r I I 12 ' , FM 00 — — — — — — — — — — — — I — — — — — — — — — — — a M s n 0 4442448 � ASBUILT AUTH N0. 5E99243 MATCHLINE SEE DWG# A05R160 ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV METER ROOM #2801 N OCEAN BLVD PPID: 16967504 #2727 N OCEAN BLVD WESMINSTER Feet of Ground Resistance Rod Installed (Ohms) "CO—OPS" PPID 2727 N ATTENTION FOR THIS AREA SEE W AGREEMENT Eo DWG# A05BP30 & 405778 A05BV2 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF 2727 N WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BLVD BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL 5LO3736 GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR 2727 N REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE BLVD MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE 5LB3339 FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, 2727 N AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE BLVD LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, 5LO3583 PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR 2727 N EXCAVATION IN CLOSE I THIS DRAWING SHRRRCBDBS T-61 DWG# A05BP30 30-225KVA(120/208V) 6-8106-8696-0-7 18585-3 97 — + — 6PN6C— V 50' 18583-6 18584-8 / 18585-2 3-500MCM CU N-350MCM CU I t0 I I I I o N ❑ I #2665 N OCEAN BLVD I PMTX & CAP BANK DETAIL 23KV ® SALT SPRAY NULL GOLFVIEW DR I /ll N LOCATION SKETCH N.T.S. ADDRESS ADDRESS Feet of Ground Resistance Rod Installed (Ohms) MTR PPID 2727 N OCEAN BLVD # 1 5LB3340 405778 2727 N OCEAN BLVD 5LO3736 405794 2727 N OCEAN BLVD APT 15 5LB3339 405786 2727 N OCEAN BLVD 4 5LO3583 405787 2727 N OCEAN BLVD # 8 51_91306 405782 2727 N OCEAN BLVD # 14 5LO4357 405785 2727 N OCEAN BLVD # Al2 5LO6258 405784 2727 N OCEAN BLVD # 2 51_83421 405779 2727 N OCEAN BLVD # 9 51_97999 405783 2727 N OCEAN BLVD 11 5LO4345 405791 2727 N OCEAN BLVD # 10 5LO4319 405790 2727 N OCEAN BLVD # 3 5LO4355 405780 2727 N OCEAN BLVD16 5L04377 40579—Y-- 05 9 ADDRESS MTR PPID 2bbb IN OCEAN BLV bLU49UZ 40t)/b9 2665 N OCEAN BLVD # 2 5LO2497 405770 2665 N OCEAN BLVD # 8 5L02852 405771 2665 N OCEAN BLVD # 4 5L07287 405772 2665 N OCEAN BLVD # 6 6L85749 405773 2665 N OCEAN BLVD # S14 5LO2710 405774 2665 N OCEAN BLVD # MGR 51_20956 405775 2665 N OCEAN BLVD # 1 51_77654 405776 2665 N OCEAN BLVD # C 51_26595 405759 2665 N OCEAN BLVD # D 51_79140 405760 2665 N OCEAN BLVD # HSE 51_20986 405764 2665 N OCEAN BLVD # B 51_33732 405762 2665 N OCEAN BLVD # A 5L04442 405763 2665 N OCEAN BLVD # HSE 5L89067 405761 2665 N OCEAN BLVD # 3 5LO2402 405765 2665 N OCEAN BLVD # 5 5L46765 405766 2665 N OCEAN BLVD # 7 51_52474 405767 2665 N OCEAN BLVD # 12 5LO3579 405768 ------------ 1 ------------ L--------------------------------------------------------------- 1-------------- MATCHLINE SEE DWG# A05R162 AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES No ❑ Survey/Stake? YES[X] No ❑ Work with SMO? YES❑ NO ❑X "'liar Ger♦:- o(�te Tree Work? YES FX] NO ❑ Designer/Stake? YES E] NO Q CT/Special Mtr? YES E] NO Q Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. Trench Feet Duct Bank Feet 9 Map Posting? YES No E] vPerwsars Sign.tur. Dote 1 L CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA wLy a 09/11/121 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Hove been driven & verified to be ao' WMD RR RING COUNTY RD. TRANSM. ^r7 within FPL standards. Values are shown at all locations. DATE REVISION gici ole Posted by Telephone Request? YES[Z]E]�121 OIL No CATV Request? YEs ❑X No ❑ � DESIGNED BY M. BONNORONT DRAWN BY D. RODBERG DATE 12/11/12 MAP NO. 0-0391 0 10 20 40 FEET The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) REFERENCE DWG's A05R162 A05R160 A05CK159 A05BV2 A05BP30 TWNP:46 RNG: 43 SEC: 09 QTR: N/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R161 #2613 N OCEAN BLVD DWG# A05BP3 U MATCHLINE SEE DWG# A05R161 ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV 0 23KV ® SALT SPRAY ❑ NULL - ---------------------------------------- ---------------- 1 I I 1 I I 0 1 5' I + I I I I o> " ❑ I I I I � I 1 I I PMTX & CAP BANK DETAIL I N.T.S -----------------I CONSTRUCTION NOTES — WR# 4442448 RE UI ED DRAWINGS A05R 160 NOTES AOSR176 A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 AO5R164 A05RISO A05R166 A05R181 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05BV2 A05R73 A05R170 A05R185 A05BP71 A05R53 AO5R171 A05R186 A05BP22 A05R149 A05R172 A05R187 A05R42 A05BP3 A05R173 A05R188 A05CK6 A05PB6 A0513174 A05R189 A05BR50 A05CK159 A05R175 A05R190 A05CK116 A05BP30 A05CK158 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE I ADDRESS I MTR I PPID I 1 2613 N OCEAN BLVD # W2 I ACD35231405734 1 1 2613 N OCEAN BLVD # W3 I ACD35201405740 1 REMOVE RISER a'I I T-60 II & PULL OUT /ro+ / 81 ODKVA(DF)(HSi(SS) ALL SVC CUSTMOER CABLE 95. 11 / 6-8106-8591— —5 OWNED 4 X11 I 1 / GV ACCESS PIT / % i Y (80694') 18584_7 3_500MCM 95 + 2P 1PNIC (A0649') 93 (805' 18584-6 q5 45; O / I 55' 1PN1 PN2C— 1PN1-2PN2 94 of — 2PN2C— — 2PN2C— o: 10476-5 - - 10477-5 11 RETAG T-3 T-4 18583-5 18584-5 A50KVA (LTG) B25KVA (PWR) a jy� Y RE Ac1047s-4 18583-4 10477-4 RETAG 6-8106-8490-0-2 2 / RETAG 18584-4 OPEN DELTA jl� I l N T-58 T-59 m / d$ f yIIN FOR THIS AREA SEE DWG# A05R53 j I —1 — — l --------I ---- #2601—N OCEAN BLVD w 4 L C -------"1--- — ------------------------------------------- ---------------------------------------- —1 ----- MATCHLINE SEE DWG# A05R163 THIS DWG WILL SUPERCEDE A05R53 AS—BUILT COPY AS—BUILT CREW PRINT Easement? Yes X No y/ ❑ ❑ ❑ ❑x ❑ ❑ Survey/Stake? Stake. YEs X NO Work with SMO. YES No DESIGNED BY M. BONNORONT O Initiar� �Ee ZZ Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Tree Work? YES FX] No E]Designer/Stake? YES E] No ❑X CT/Special Mtr? YES E] No ❑X DRAWN BY D. RODBERG Material changes shown on ROS. Trench Feet Duct Bank Feet DATE 12/11/12 9 Map Posting? YEsO NO ❑ Li inure Date ° CITY X DR. DIST. COUNTY AIR STATE RD X FAA MAP NO. 0-0391 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be aiv WMD RR XING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. ASBUILT AUTH N0. N0. DATE REVISION �� Posted by Telephone Request? vEs ❑X No E] CATV Request? vEs ❑X No T]FEET GOLFVIEW DR N IT Q mQ QQ V O� PELICAN LN LOCATION SKETCH N.T,S. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) —�FATTENTION ROW AGREEMENT REFERENCE DWG's A05R161 A05R163 A05CK159 A05R53 TWNP:46 RNG: 43 SEC: 09 QTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R162 4� 0 --------------- 7T -- ------ --- ------- LOOP LOADING �f A 1 B 287 287 GO z 20' 1 s p4 U / Z I o z l I ��• N� k\ � N I �� VISTA SWITCH CABINET ! �c/ DETAILS N.T.S ; / J INACCESSIBLE ® 13KV FUTURE 23KV [j 23KV ® SALT SPRAY ❑ NULL GOLFVIEW DR I MATCHLINE SEE DWG# A05R162 ------------------------------------------------------------------------------- `-----------------I ��� _ FOR THIS AREA SEE \ 2 � A100 (LTG) 625KVA (PWR) k DWG # A05R53 6-8106-8487-0-7 J OPEN DELTA Z 10477-3 ACCESS PIT' 65. T-56 T-57 _ 18584-3 RETAG P.M. VISTA DISC. SW#4 / 4 2Ptj2C� {,! (85Pd197) RETAG 18583-3 10477-2 2 WAY h �2 �a o^ /—2P�12C -I- — 2PN2C— -t- — 2PN2C : A V 18582 RETAG a N h 91.5 10476-2 92 / REMOVE RISER 18583-2 PROP 20'X20' I 1 213 4 / & PULL OUT RETAG ESMT 190 CABLE IAC4763 2 / / AC34763 4 hN EDGE OF EASEMENTS l,l I AT STATION POINT /'„'I' I LOOP LOADING I AB C /4 I 475 350 300 I I of /al #2525 N OCEAN BLVD #1 Ln I 2 PPID: 405728 Q !�� / MTR: ACD1914 lIL I 0I ° II"" Q v LJ / w L�fti N I F I �i 4�0 111 IF I l I , I fz I I 4p pN2O 'i 1 I � ACCESS PIT REMOVE RISER / /1 / ICPULL OUT r� I (CABLE r z U l/lf �m o l� Ix --------11/L-----L------`--- ------ ------------------------------------------- MATCHLINE SEE DWG# A05R166 MDP: 800A I CUST WIRE SIZE: 2 SETS OF 3-500 MCM CT: 300/5 (INTERMEDIAT METER: 2Q3 I 5 N OCE, HSE 405729 AC34763 6Q55868 0 0 EACH IN 3” PVC 0 BLVD I O D P.M. VISTA DISC. SW#4 GRID 6-8106-8184-5-0 COMPARTMENT 4 COMPARTMENT 3 1 COMPARTMENT 2 COMPARTMENT 1 A18583-1 A18574-12 SW:#55080 SW.#55079 818584-1 818575-14 6-6106-8164-2-5 6-8106-8184-1-7 C16585-1 C18576-12 A05R163 A05R179 FUSE 30 0 80 "E" FUSE 30 ® 80 "E" A05R164 A05R180 6-8106-8184-4-1 6-8106-8184-3-3 SOUTH TO SW.#55078 NORTH TO SW.#550 #2423 N OCEAN BLVD PPID: 52097422 #2411 N OCEAN BLVD CONSTRUCTION NOTES — WR# 4442448 RE UIRED DRAWING OCEAN BLVD AOSR160 NOTES A05R176 2880505 2601 N A05R161 A05R177 APT F 6,111394 A05R162 A05R178 OCEAN BLVD A05R163 A05R179 2873143 2601 N A05R164 A05R180 AC5R175 A05R190 A05R166 A05R181 A05BP30 A05CK158 A05R167 A05R182 A05BV2 A05R73 A05RJ 68 A05R183 A05BP71 A05R53 A05R169 A05R184 A05BP22 A05R149 A05R170 A05R185 A05R42 A05BP3 A05R171 A05R186 A05CK6 A05PBS A05R172 A05R187 A05BR50 A05CK159 A05R173 A05R188 A05CK116 A05R174 A05R189 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 RTW AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INMALLY OR LATER BE MODIFIED. UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE. EXPOSE. PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE ----------------- to' — — — — — — — — — — — — — — — —I I I I 10 I I y� I I I I I I I I I I I El I I PMTX & CAP BANK DETAIL I N.T.S I I LOCATION SKETCH N.T.S. ADDRESS METER PPID 2601 N OCEAN BLVD #HSE -S AC34761 2880505 2601 N OCEAN BLVD APT F 6,111394 2860503 2601 N OCEAN BLVD APT B ACD9508 2873143 2601 N OCEAN BLVD APT D 5J88172 2875575 2601 N OCEAN BLVD APT C 5,181768 2846569 2601 N OCEAN BLVD .HSC -N AC34764 2880504 2601 N OCEAN BLVD APT E 8,108856 2856122 2601 N OCEAN BLVD APT G 5JO8862 2856123 2601 N OCEAN BLVD APT A ACD9511 2839285 THIS DRAWING SUPERCEDES B,DWG 'S A05R53 & A03DP6 ---- ------------- --------------------------1------------ n 91 w AZ -bUILI GUF'T Gfior ZerT.—aFs AJ-bUILI UNLW I'NIN I SRT �oEa Easement? YES[j NO [_] Survey/Stake? YES NO ❑ Work with SMO? YES L] NO I] ^ Irk p DESIGNED BY M. BONNORONT Tree Work? YES E] NO ❑ Designer/Stake? YES❑ NO ❑ CT/Special Mtr? YES E] NO ❑ DRAWN BY D. RODBERG Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. 9 pervieareSig—reoat. Map Posting? YES ❑X No❑ Trench Feet Duct Bank Feet �o CITY DR. DIST. 11COUNTY AIR ISTATE RD FAA aa' WMD RR XING COUNTY RD. TRANSM. DATE 12/11/12 MAP NO. 0-0391 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. Foreman s Signature Date 0 10 20 40 ASBUILT AUTH NO. a 140. DATE I REVISION Posted by Telephone Request? YES E] NO CAN Request? YES(] No FEET The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. [ ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance. Rod Installed (Ohms) FATTENTION ROW AGREEMENT REFERENCE DWG's A05R162 A05R164 A05R166 A05CK159 A05R53 TWNP:46 RNG: 43 SEC: 09 QTR: MIA: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R163 ATTENTION ROW AGREEMENT R/W AGREEMENT - THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE M s n 0 4442448 ASBUILT AUTH N0. I I I I � a --5, I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I FOR THIS AREA SEE nlur_u An�DDCZ 09/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM DATE I REVISION I ABANDON EXISTING CBL ' W X I INACCESSIBLE ® 13KV FUTURE 23KV 23KV ® SALT SPRAY ❑ NULL GOGFV/EW DR I CONSTRUCTION NOTES — WR# 4442448 RE UIRED DRAWINGS AO5R160(NOTES A05R176 A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A05R180 A05R166 A05RI81 A05R167 A05R82 A05RI68 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R772 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 AO5R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 TRIS ®PAWING SUPEPCE®ES DWG# A05BP6 AS—BUILT COPY iitiar AS—BUILT CREW PRINT t Easement? YES [K NO ❑ Survey/Stake? YES [X] NO ❑ IWork with SMO? YES E] NO ❑X Tree Work? YES FX] NO ❑ Designer/Stake? YES E] NO ❑X CT/Special Mtr? YES E] NO ❑X Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. 9 vPerwsars Sign.tur. Dora Map Posting? YES ❑X No ❑ Trench Feet Duct Bank Feet �� CITY X DR. DIST. COUNTY AIR STATE RD X �a a� WMD RR XING COUNTY RD. TRANSM. FAA All required ground rods Hove been driven & verified to be within FPL standards. Values are shown at all locations. Posted by Telephone Request? YES[K NO ❑ CATV Request? YEs ❑X No ❑ DESIGNED BY I M. BONNORONT RODBER DRAWN BY D. G DATE 12/10/12/10/12 MAP NO. 0-0391 (��l j'I D ,Q 20 40 ILLIT IL`L�—'1h1� FEET LOCATION SKETCH N.T.S. AT The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) REFERENCE DWG's A05R163 A05CK159 TWNP:46 RNG: 43 SEC: 09 QTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R164 / P R O P O S E D } Z A Z - b U I L I G U H T G T a r e _ , . T ) a F . r u m o r . 1 0 ' X 2 0 ' F P L E A S E M E N T ' U U 1 8 5 7 5 - 1 1 / j - ��. �� x r ~ n E a s e m e n t ? T - 5 3 T - 5 4 z i r - / S u r v e y / S t a k e ? Y E S X Q' N O Q' W o r k w i t h S M O ? A 1 0 0 K V A ( S S ) ( L T G ) B 5 0 K V A ( S S ) ( P W R ) y a m s } o ( t p 6 - 8 1 0 6 - 7 9 7 7 - 0 - 3 1 8 5 7 5 - 1 0 / / f . I h O P E N D E L T A 1 8 5 7 4 - 1 1 / 2 6 5 ' Q / ��{ i 4 - ���� L I 8 6 . 5 2 _ ��0 T 4 X 1 8 5 7 4 - 1 0 I c i / P 3 0 " H H ' 2 v i l , t I I I M F 0 - a M T R # 5 5 2 4 2 4 4 2 4 0 1 N O C E A N B L V D N P U M P I N T U N N E L ) / + P P I D : 2 9 3 3 4 4 6 0 5 8 5 ��c R E M O V E R I S E R h i A Z - b U I L I G U H T G T a r e _ , . T ) a F . r u m o r . A J - t i U I L I U N L W I ' N I N I S l g n a l u r a ��E a E a s e m e n t ? R E M O V E R I S E R / & P U L L O U T S u r v e y / S t a k e ? Y E S X Q' N O Q' W o r k w i t h S M O ? N p C A B L E / ( t p D E S I G N E D B Y f . I h T r e e W o r k ? Y E S X Q' N O Q' D e s i g n e r / S t a k e ? Y E S Q' N O X Q' C T / S p e c i a l M t r ? Y E S Q' N O Q'X D R A W N B Y + J o b C E R T I F I E D C O M P L E T E D a s s h o w n o n t h i s A S - B U I L T p r i n t . M a t e r i a l c h a n g e s s h o w n o n R O S . 9 F a t e M a p P o s t i n g ? Y E S X Q' N O Q' T r e n c h F e e t D u c t B a n k F e e t 2 o C I T Y X D R . D I S T . C O U N T Y A I R S T A T E R D X F A A a a ' W M D R R R I N G C O U N T Y R D . T R A N S M . D A T E 0 / / 1 1 o I l 0 4 4 4 2 4 4 8 0 Q' I N A C C E S S I B L E � 1 3 K V Q' F U T U R E 2 3 K V [ j 2 3 K V � S A L T S P R A Y Q' N U L L M A T C H L I N E S E E D W G # A 0 5 1 R 1 6 3 j G G L F V / E W D R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N - - - - - �� P P D 1 : 1 3 6 6 7 0 8 0 N B L V D - - - - - - - - - - - - - - - - - - - - - - - - - ��- - 2 4 " 4 8 " , W _ _ 1 - 4 / O T P X M A I N H O U S E N H - N f 4 1 1 N O C E A N G U E S T P P I D : 3 6 6 5 6 6 0 - - - - - - - - - M A T C H L I N E S E E D W G # A 0 5 R 1 6 7 A C D 9 5 1 0 2 - 4 / O T P X M A I N H O U S E I I I - - N f - 4 R P N 4 2 P - t 4 P N 4 C - - i - ������ 2 P - - - - - - - - - - - - - - - - - I I 1 0 I 5 I I I L o Q' I I I I I I I I P M T X & C A P B A N K D E T A I L I N . T . S I I L - - - - - - - - - - - - - - - - J 6 Q 3 4 6 5 3 R / W A G R E E M E N T " " T H E U N D E R G R O U N D F A C I L I T I E S A N D A S S O C I A T E D E Q U I P M E N T A R E I N T H E R I G H T O F W A Y D U E T O S P E C I A L R E Q U E S T B Y T H E L O C A L G O V E R N M E N T A G E N C Y A N D A R E C O V E R E D B Y S P E C I A L A G R E E M E N T W I T H T H E L O C A L G O V E R N M E N T . S H O U L D T H E L O C A L G O V E R N M E N T O R O T H E R R I G H T O F W A Y R E Q U I R E F P L T O R E L O C A T E , A D J U S T O R R E A R R A N G E A N Y O F T H E S E F A C I L I T I E S , A S T H E Y M A Y E X I S T I N I T I A L L Y O R L A T E R B E M O D I F I E D , U P G R A D E D , O R O T H E R W I S E A L T E R E D , T H E L O C A L G O V E R N M E N T S H A L L P R O V I D E F P L W I T H A S U B S T I T U T E L O C A T I O N , I N C L U D I N G A N Y E A S E M E N T S T H A T M A Y B E N E C E S S A R Y , A N D P A Y A N Y C O S T S F O R T H E R E L O C A T I O N , . A D J U S T M E N T , O R R E A R R A N G E M E N T . T H E L O C A L G O V E R N M E N T S H A L L A L S O R E I M B U R S E F P L F O R A N Y C O S T S T O L O C A T E , E X P O S E , P R O T E C T O R S U P P O R T T H E F A C I L I T I E S . I N T H E E V E N T O F F U T U R E C O N S T R U C T I O N O R E X C A V A T I O N I N C L O S E B 2 5 ( S S ) ( P W R ) A 7 5 K V A ( S S ) ( L T G ) 6 - 8 1 0 6 - 8 3 7 3 - 0 - 0 O P E N D E L T A C O N S T R U C T I O N N O T E S - W R # 4 4 4 2 4 4 8 A 0 5 R 1 6 O ( N O T E S ) A 0 5 R 1 7 6 A O 5 R 1 6 1 A 0 5 R 1 7 7 A 0 5 R 1 6 2 A O 5 R 1 7 8 A 0 5 R 1 6 3 A O 5 R 1 7 9 A 0 5 R 1 6 4 A 0 5 R 1 8 0 A 0 5 R 1 6 6 A 0 5 R 1 8 1 A 0 5 R 1 6 7 A 0 5 R 1 8 2 A 0 5 R 1 6 8 A 0 5 R 1 8 3 A 0 5 R 1 6 9 A 0 5 R 1 8 4 A O 5 R 1 7 0 A 0 5 R 1 8 5 A 0 5 R 1 7 1 A 0 5 R 1 8 6 A 0 5 R 1 7 2 A 0 5 R 1 8 7 A 0 5 R 1 7 3 A 0 5 R 1 8 8 A 0 5 R 1 7 4 A 0 5 R 1 8 9 A 0 5 R 1 7 5 A O 5 R 1 9 0 A O S B P 3 0 A O S C K 1 5 8 A 0 5 B V 2 A 0 5 R 7 3 A 0 5 B P 7 1 A O 5 R 5 3 A 0 5 B P 2 2 A 0 5 R 1 4 9 A 0 5 R 4 2 A O 5 B P 3 A O 5 C K 6 A O 5 P B 6 A 0 5 B R 5 0 A 0 5 C K 1 5 9 A 0 5 C K 1 1 6 A O 5 R 1 1 5 U T I L I T Y C O N T A C T L I S T C A L L S U N S H I N E 1 - 8 0 0 - 4 3 2 - 4 7 7 0 - - - - - - - - - - - - - - - - - 5 - I I I �� I 5 I Q' I N I Q'I I L _ J I I I I O P E N D E L T A D E T A I L N . T . S I I L J M w a u r a A Z - b U I L I G U H T G T a r e _ , . T ) a F . r u m o r . A J - t i U I L I U N L W I ' N I N I S l g n a l u r a ��E a E a s e m e n t ? Y E S X Q' N O [ ] S u r v e y / S t a k e ? Y E S X Q' N O Q' W o r k w i t h S M O ? Y E S [ j N O I ] ( t p D E S I G N E D B Y M . B O N N O R O N T T r e e W o r k ? Y E S X Q' N O Q' D e s i g n e r / S t a k e ? Y E S Q' N O X Q' C T / S p e c i a l M t r ? Y E S Q' N O Q'X D R A W N B Y B . B R E E N J o b C E R T I F I E D C O M P L E T E D a s s h o w n o n t h i s A S - B U I L T p r i n t . M a t e r i a l c h a n g e s s h o w n o n R O S . 9 F a t e M a p P o s t i n g ? Y E S X Q' N O Q' T r e n c h F e e t D u c t B a n k F e e t 2 o C I T Y X D R . D I S T . C O U N T Y A I R S T A T E R D X F A A a a ' W M D R R R I N G C O U N T Y R D . T R A N S M . D A T E 0 9 / 1 1 / 1 2 M A P N O . 0 - 0 3 9 1 0 4 4 4 2 4 4 8 0 0 9 / 1 1 / 1 2 P U L L F O R & P R I C B L , I N S T A L L 4 - 2 W A Y V I S T A S W , 2 - P O T H E A D S W I T C H E S . & T X ' S T O S V C G U L F S T R E A M A l l r e q u i r e d g r o u n d r o d s H a v e b e e n d r i v e n & v e r i f i e d t o b e w i t h i n F P L s t a n d a r d s . V a l u e s a r e s h o w n a t a l l l o c a t i o n s . F o r e m a n s S i g n a t u r e D a t e 0 1 0 Z O 4 0 A S B U I L T A U T H N O . N 0 . 1 D A T E R E V I S I O N P o s t e d b y T e l e p h o n e R e q u e s t ? Y E S Q'X N O Q' C A T V R e q u e s t ? Y E S Q N o F - 1 F E E T a / I I N L O C A T I O N S K E T C H N . T . S . A r I T h e l o c a t i o n a n d e x i s t e n c e o f a n y f a c i l i t i e s m a y n o t b e r e l i e d u p o n b y t h e s u p p l i e r i n r e s p o n d i n g t o a b i d o r i n c o m p l y i n g w i t h a n y c o n t r a c t . S u p p l i e r i s r e s p o n s i b l e f o r e v a l u a t i n g s i t e c o n d i t i o n s b o t h a b o v e a n d b e l o w g r o u n d i n c l u d i n g u n d e r g r o u n d f a c i l i t y l o c a t i o n s . A T T E N T I O N r P L E A S E P R O V I D E S T R E E T A D D R E S S E S F O R T H I S A R E A . G r o u n d R o d I n f o r m a t i o n L o c a t i o n F e e t o f G r o u n d R e s i s t a n c e R o d I n s t a l l e d ( O h m s ) A T T E N T I O N R O W A G R E E M E N T R E F E R E N C E D W G ' s A 0 5 R 1 6 7 A 0 5 R 1 6 3 A 0 5 C K 1 5 9 T W N P : 4 6 R N G : 4 3 S E C : 0 9 Q T R : M I A : B R G U L F S T R E A M U S A 1 A B T W N P E L I C A N L N & G U L F V I E W D R G U L F S T R E A M / P A L M B C H C N T Y , F L W G N O . A 0 5 R 1 6 6 INACCESSIBLE ® 13KV FUTURE 23KV 23KV ® SALT SPRAY ❑ NULL GOLFVIEW DR I Ed a ` i+STA./ 0 i1 ` I WNC__rt+ ` ' ` ---- --� N SCC moi+ FNC+ sr - 3PIy3C� F y --------------- C+ `I- t + 3pNCFNc+ OCEAN 9E _ (OS—A 1A) � 42p•� -3NFN3C�+FNC _ _ rr3.00 ____`_ _f_ 3PN3A/ (C„4g ) _ C� +FNC+ 8) a CONSTRUCTION NOTES - WR# 4442448 ` 3� 1p3C�+FN - "A rrz}oo DRAWINGS AOSR1i NOTES) AOSR176+,� - A05R161 A05R177 �--�-_N3C� A05R162 A05R 78^•- M a z U a N o 4 o a M o n r 0 4442448 ASBUILT AUTH NO. a A05R163 A05R179 A05R164 A05R180 A05R 66 A05R 81 A05R167 A05R182 A05R 168 A05R183 A0513169 A05R 84 A05R 170 A05R185 A05R171 A05R186 A05R172 A05R 87 A05R173 A05R188 A05R174 A05R189 A05R175 AO5R190 A05BP30 A05CK158 AO5BV2 A05R73 A05BP71 AO5R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 AO5R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 I I I 10 I 5' I I I t ❑ I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I L J +FNC+ viz_ R/W AGREEMENT " THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE _3PN3C FN �'t_ (N.O.) PELICAN LN -----4-11 LOCATION SKETCH N.T.S. I � I � I 0 l0 I m I w Iw 1 N 1 {-EDGE OF EASEMENT INLINE WITH STATION POINT }i I _ I Ab-IJUILI UNIEW YKINI r ----------------- ts' I The location and existence of any facilities 10'X1o' FPL I 10' I may not be relied upon by the supplier in EASEMENT Tree Work? responding to a bid or in complying with 0 I any contract. Supplier is responsible for C50KVA(SS)�DF) O I —_ _ evaluating site conditions both above and 6-8106-74 7-0-3 I Q Material changes shown on ROS. MTR#ACDO898 facility locations. _ � ❑I I I _ �� d L-A o ` l zsa ----__ �- FAA OPEN DELTA DETAIL N.T.S upervisor s All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. waw V) __ TRANSM. L ----------------J DATE REVISION Posted by _-�_ 3PN3C FN �+ QI 3f 3C -I- FNC+ OCE-q� meq— , �__— _—__ _ B ___ 3P + FNC+ C 1/Q 160' __�bC� ` �/ ( S—A 1A) _ may'= N �3�N3C +*'+ 119100 C ` `_ �-- 48" PRIMARY SPLICE BOX �- C=y*'�F,C FyC+"I-+ ` rre+oo _ _�_-� _ pNC 3PN C� �- (CogOj� � � 3PN3CY- XNC+-F 3PpfrNC+ \ rrna N3� ` ' FEEDER 81.7�_N===NCC+ SPLICE BOX I + FN _ 3PN3C-+_;�: FNC+ ' Ed a ` i+STA./ 0 i1 ` I WNC__rt+ ` ' ` ---- --� N SCC moi+ FNC+ sr - 3PIy3C� F y --------------- C+ `I- t + 3pNCFNc+ OCEAN 9E _ (OS—A 1A) � 42p•� -3NFN3C�+FNC _ _ rr3.00 ____`_ _f_ 3PN3A/ (C„4g ) _ C� +FNC+ 8) a CONSTRUCTION NOTES - WR# 4442448 ` 3� 1p3C�+FN - "A rrz}oo DRAWINGS AOSR1i NOTES) AOSR176+,� - A05R161 A05R177 �--�-_N3C� A05R162 A05R 78^•- M a z U a N o 4 o a M o n r 0 4442448 ASBUILT AUTH NO. a A05R163 A05R179 A05R164 A05R180 A05R 66 A05R 81 A05R167 A05R182 A05R 168 A05R183 A0513169 A05R 84 A05R 170 A05R185 A05R171 A05R186 A05R172 A05R 87 A05R173 A05R188 A05R174 A05R189 A05R175 AO5R190 A05BP30 A05CK158 AO5BV2 A05R73 A05BP71 AO5R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 AO5R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 I I I 10 I 5' I I I t ❑ I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I L J +FNC+ viz_ R/W AGREEMENT " THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE _3PN3C FN �'t_ (N.O.) PELICAN LN -----4-11 LOCATION SKETCH N.T.S. I � I � I 0 l0 I m I w Iw 1 N 1 {-EDGE OF EASEMENT INLINE WITH STATION POINT }i I _ I Ab-IJUILI UNIEW YKINI PROPOSED 11, 9 �� ts' I The location and existence of any facilities 10'X1o' FPL '' I may not be relied upon by the supplier in EASEMENT Tree Work? responding to a bid or in complying with T-50 I any contract. Supplier is responsible for C50KVA(SS)�DF) Y576-81 evaluating site conditions both above and 6-8106-74 7-0-3 I below ground including underground Material changes shown on ROS. MTR#ACDO898 facility locations. "SPRINKLER PUMP" #2401 N. OCEAN BLVD.# GLF. CRSE PPID#405946 I I 00 LO I Q I � _ I 0 EDGE OF EASEMENI AT END OF WALL - — w W L0 PROPOSED 10'X20' FPL 1 Z N3 EASEMENT J_ _PN3C► FNC+yJ 8575 7` 4 4J{ ��_ Q O 30"H.H. 83. 60' 18575-6 `L 18576 REROUTE SVC CBL 1 �I 0 18(N 0.) FROM RISER TO HH MTR#5,135922 I #2665 N OCEAN BLVD #B "S PUMP TUNNEL" I PPID#768393140 T-48 T-49 B50KVA(SS)(LTG) C50KVA(SS)(PWR) 6-8106-7346-0-4 OPEN DELTA DESIGNED BY I M.ONT DRAWN BY B.. BREE BREEN DATE 09/11/12 MAP NO. 0-0391 10 20 40 ILL��IL'L�' Jlll� FEET ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location I Feet of Ground I Resistance Rod Installed I (Ohms) ATTENTION ROW AGREEMENT REFERENCE DWG's A05R168 A05R166 A05CK159 TWNP: 46 143 SEC: 09 QTR: MIA: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL AJ-bUILI UUt'T Ab-IJUILI UNIEW YKINI Easement? YES [K NO E] Survey/Stake? YES NO❑ Work with SMO? YES ❑NO[K "il iiols _C.EE_T.F n - Tree Work? YES 0 NO E] Designer/Stake? YES E] NO 0 CT/Special Mtr? YES[] NO Q Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. Map Posting? YES [K NO E] Trench Feet Duct Bank Feet Signature Date �� d CITY X I DR. DIST. I COUNTY AIR I STATE RD X FAA 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM upervisor s All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. waw WMD RR XING COUNTY RD. TRANSM. DATE REVISION Posted by Telephone Request? YES[Z] NO ❑ CATV Request? YESFX] NO ❑ DESIGNED BY I M.ONT DRAWN BY B.. BREE BREEN DATE 09/11/12 MAP NO. 0-0391 10 20 40 ILL��IL'L�' Jlll� FEET ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location I Feet of Ground I Resistance Rod Installed I (Ohms) ATTENTION ROW AGREEMENT REFERENCE DWG's A05R168 A05R166 A05CK159 TWNP: 46 143 SEC: 09 QTR: MIA: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL J I j IZ+ J 1 I REMOVE RISER AND REROUTE SEC CABLE '� O TO TRANSFORMER T-46 I�+ 1 �►� i z II+ 'M Iz C50KVA(SS)(DF)(PWR) G/� ��� 6-8106-7245-0-1^A"IMS OPEN DELTA �'' 1as75-525 Tree Work? TEs �X No � Designer/Stake? YES E] No X❑ CT/Special Mtr? YES E] No QX I� U i 18575-4 I 117.5 I Posted by 18576-6 ;M+ PROPOSED ;nZ FEET ,q q �i �1 q �1 A WR:44424481WR:DO44-42 —448 J1 ' I � Z IMS 1 I I�U I I � J I j IZ+ J 1 I REMOVE RISER AND REROUTE SEC CABLE '� O TO TRANSFORMER T-46 I�+ B50KVA(SS)(DF)(LTG) �►� Survey/Stake? YESQ No ❑ Iz C50KVA(SS)(DF)(PWR) G/� ��� 6-8106-7245-0-1^A"IMS OPEN DELTA �'' 1as75-525 Tree Work? TEs �X No � Designer/Stake? YES E] No X❑ CT/Special Mtr? YES E] No QX 82 1 U i 18575-4 I 117.5 18576-7 ` Posted by 18576-6 ;M+ PROPOSED ;nZ FEET I 1 � I 4" GALV PIPET 2 W � i f 10'X20' FPL EASEMENT ,1 SURVEY MARKER Ifs 1 Ir�t. I it IM+ I'Z I 4 I �+ 2N IA;� IJ'+ FEEDER 81.8 I TZ 1 SPLICE BOX ! 4 UI �a 1-100 AMP Co 8"KS' Ili UH -501 SH -2, D.S. 4 W/1-2" RISER ON NW QUAD OF PL 6-8106-7440-0-6 IZ+ a RM I ACCESS'S (CO86,5. )I Ey ! 65 45'/111 G i= 1 PN2C_1 -4- < a a.. i 'MI /j+ a 6j "4 I F ' o M s ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV [j 23KV MATCHLINE SEE DWG# A05R167 --------------------------------------------------------------------------------------------------------------------- CONSTRUCTION NOTES - WR# 4442448 RE UIRED DRAWINGS AOSR160 NOTES A05R176 A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A05R180 A05R166 A05R181 AO5R167 A05R182 A05R168 A05R183 AO5R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 2-350MCM AL #4/0 AL PL & #4/OAL-N IN TRANSITE PIPE CUST WIRE: 2-50OMCM CU 1-350MCM CU 1-3/OC PL O EXIST. . 2 ADAPTER ADAPTER 32 : HF1 4 TIzMSRE BPTD -4 _ -/A-90. d-90 -R-38 _64'eTRNS RTE 3B6F�N04"TRANSITE 1-4"-GALV 4'. TRANSITE_ PROFILE "A—A" VERTICAL SCALE: 1" - 4' T-45 C50KVA 18576-5 6-8106-7440-0-6 MTR#6038580 ! 80.5 18576-4 2-500 CU N-350 CU 2 jl REMOVE RISER AND PULL OUT CABLE iGARAGE j STAFF II I C MTR#5EK9702 I II I I fU I I + I I I I I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I ----------------- I I I I I � 5' r _1 El N El I L_J I I I OPEN DELTA DETAIL N.T.S I I L ----------------J ® SALT SPRAY ❑ NULL R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, N OR 1777 N OCEAN BLVD PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTIOEXCAVATION IN CLOSE # PPID:3259721 LK�7 AN POOL TWS DRAWONG SUPERCEDES DWG 'S A05BR71, A05BP22 0 & A05BR71 I LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) 7ATTENTION ROW AGREEMENT REFERENCE DWG's A05R169 A05R167 A05CK159 A05BR71 A05BP22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE SEE DWG# A051R169 TWNP:46 RNG:43 SEC09 QTR: 0 4442448 1 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM r ASBUILT I AUTH N0. I N0. 1 DATE REVISION 4S -BUILT COPY AS -BUILT CREW PRINT Easement? YES [X] No ❑ Survey/Stake? YESQ No ❑ Work with SMO? YES E] No 7X G/� ��� DESIGNED BY DRAWN BY DATE MAP N0. M. BONNORONT D. RODBERG 12/11/12 0-0391 M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL Tree Work? TEs �X No � Designer/Stake? YES E] No X❑ CT/Special Mtr? YES E] No QX Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. u�S pery—s ,�gnai-ure Date Map Posting? YES Q NO Trench Feet Duct Bank Feet �a CITY X DR. DIST. COUNTY AIR STATE RD X FAA ao' WMD RR XING COUNTY RD. TRANSM. All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. 0 10 20 40 DWG NO. A05R168 Posted by Telephone Request? YES No ❑ CATV Request? YESQ No FEET ,q q �i �1 q �1 A WR:44424481WR:DO44-42 —448 �� �_� z U ❑ INACCESSIBLE ® 131KV ❑ FUTURE 23KV [j 23KV ® SALT SPRAY ❑ NULL Tt�MATCHLINE SEE DWG# A05R168 (578D �N (80289F-1-1-1-71N I 30 H.H. 65' I i I i 18575-3 PIT 11Z 2P 2C— l21 79 a af. PROPOSED I�U I 18575-2 10'X10' FPL TPX EASEMENT MTR#6EL6242 4 s.5 T-44 fl I B50KVA(SS) �1f 6-8106-7341-0-8 of I ( REMOVE RISER AND REROUTE SVC CBL TO HH au, IMI I I� II,�► GSA j �� i 14 (14 �f+ I I1� r -1 #1755 N OCEAN BLVD PPID#405722 lal i A5' ' ro I Ini I I I I I I PMTX & CAP BANK DETAIL I ' x I N.T.S �fl I Iz I z du I I n� a ON I I I f.as zA' I' I #1709 N OCEAN BLVD inI I PPID#3345164 Iz i I +TI I U IIZI II Ifs �'� I 7.5 MTR#ACD9650 7B 11 i I"i 18574-7 2—#4/0 TPX IN 2-2" (295') 77.8 ACCESS ,iT' '�2YN2C�. I PIT Ino 65' 77 µl___ µl___ µl___ µl___ µl___}{{___{µ___{}}___{µ___{µ___{{I • II —J 2—#4/0 TPX IN 2-2" (200') REMOVE RISER AND O 30"H.H. PROPOSED � MTR#ACD7915 PULL OUT CABLE Ifl ^ I i 18574-6/1F21MENTPL U �Lz Q I / T-43 zl I Ik A100KVA(SS) In+ I 6-8106-7236-0-2 I �z O I Ifl QT I I #1665 N OCEAN BLVD PPID#742666732 Ivl _ Z I /k R/W AGREEMENT iMi o I THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF v_ WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED SII p BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR + I REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE Z o I FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, u- AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, if- I PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR iu i EXCAVATION IN CLOSE �z i ---111--- -�------J---------------------------------------------------------------------------------------------------------- 0 4442448 1 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM r a ASBUILT I AUTH NO. N0. DATE I REVISION MATCHLINE SEE DWG# A05R170 Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown an ROS. Vivra odea All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. Easement? YESX❑ NO [_] Survey/Stake? YESX❑ No L] Work with SMO? YES L] NO ❑X M. BONNORONT Tree Work? YESX❑ NO L] Designer/Stake? YES I] NO X❑ CT/Special Mir? YES ❑ NO E DRAWN BY Map Posting? YESX❑ No E] Trench Feet Duct Bank Feet US AIA BTWN PELICAN LN & GULFVIEW DR CITY X DR. DIST. 11COUNTY AIR I STATE RD X FAA 40 DWG NO. A05R169 FEET ,-�j WMD IRR RING ICOUNTY RD. ITRANSM. Posted by Telephone Request? YES ❑X Na ❑ CAN Request? YES Q NO ❑ REFERENCE DWG's TWNP:46 RNG43 SEC: 09 OTR: DESIGNED BY M. BONNORONT mIA: BR GULFSTREAM DRAWN BY B. BREEN DATE 09/11/12 US AIA BTWN PELICAN LN & GULFVIEW DR MAP NO. 0-0391 GULFSTREAM/PALM BCH CNTY, FL 0 10 20 40 DWG NO. A05R169 FEET WR:44424481WR:D044-42 --448 M F O a MATCHLINE SEE DWG# A05R169 INACCESSIBLE ® 13KV FUTURE 23KV ----------r — T — — II �� I IU Q � li 1 — Iat �I I I lo Q I 10' z +1 m l I 5 I ISI Q I I O ❑ U I= O I I I I I Int � I I PMTX & CAP BANK DETAIL I +z I I. N.T.S 42 IM+ #1601 N OCEAN BLVD PPID: 792907648 Its I U I'z o.l I III 1 RM CABLE & 67.1 14 ABANDON PVC RM RISER I __ L/7-p IM� —�—OX _ I IM4 I 6Q31257 I+ I I Qhs 67.2 11 I ++ I ryh T-42 / AlOOKVA(SS)(DF) # 60 O 6-8106-7230-0-9 ACCESS III i (A043I9') # F--/ 6718574-5 PIT 66 I ,'� 2E'{N2C— a 130"HH (N.O.) It1$574-4 �'I YPROPOSED 10'X10' l20 I I FPL EASEMENT rnl 6439614 I+= I ill I #1555 N OCEAN BLVD i=t PP ID: 19345946 U CONSTRUCTION NOTES — WR# 4442448 I+t aI �' RE UI ED DRA INGS AOSR160 NOTES AOSR176 IIv I A05R161 A05R177 T-41 A05R162 A05R178 IAI 0IA05R164 A05R1ED l 6-8106-7327-0-9 AO5R166 A05R181 A05R167 A05R182 i z �o I,tI 1 i A05R168 A05R183 4 '"� " I 65 A05R170 A05R185 9 A05R 1 84 (AO87') it ACCESSt 1 70. 1 1 18574-3 A05R171 A05R186 PIT 64 i — PN2C + 2PN2Cy - A05R172 A05R187 u I1 AOSR174 1$574-2 AOSR189 A05R175 A05R190 411 i 2-4/OA TPX A05BP30 A05CK158 AC5BV2 A05R73 t I AC5BP71 A05R53 11 6EL3471 A05BP22 A05R149 AO5R42 A058P3 iZ4 #1535 N OCEAN BLVD A05CK6 A05P86 MI PPID: 61858058 A05BR50 A05CK159 A05CK116 A05R115 i �� I UTILITY CONTACT LIST CALL SUNSHINE 1-600-432-4770 I4 I Zl a in4 o I I R/W AGREEMENT ITHE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF l 63.5 WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED +, BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL +I BY RISER GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE li MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, izI �'m T-40 AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE Irot I C100KVA(SS) LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, 18576-3 6-8106-7226-0-6 PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR 1 (Col 7T 1 1 i30"HH EXCAVATION IN CLOSE ACCESS 60' i I � � � i 63 PIT 0 63.2 — — — — — — — — — — — — —I — E] 23KV ® SALT SPRAY ❑ NULL LOCATION SKETCH N.T.S. [AT TENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. 2pN2CJ —❑ — 18576_2 — — — — REROUTE RSVC CBL TO HH II------------------------------------------------------------------------------------------------------------------ PROPOSED MATCHLINE SEE DWG# A05R171 10 X10 FPL EASEMENT M w AS—BUILT COPY GiEar Zerrt, D F AS—BUILT CREW PRINT —T.Fa Easement. YES X❑ No � v Survey/Stake. YES XQ NO � Work with SMO. YES ❑ No OX p DESIGNED BY M. BONNORONT Tree Work? YESX❑ NO ❑ Designer/Stake? YES ❑ NO X❑ CT/Special Mir? YES ❑ NO QX DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. 9 -p—I.—,g"aTara Date Map Posting? YES X❑ NO Trench Feet Duct Bank Feet _o CITY X DR. DIST. COUNTY AIR STATE RD X FAA waw WMD RR RING COUNTY RD. TRANSM. DATE 09/11/12 MAP NO. 0-0391 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. Foreman s Signature Dote 0 10 ZO 40 ASBUILT AUTH NO. No. 1 DATE REVISIONPosted by Telephone Request? YES X❑ NO CATV Request? YES -X] NO F-1 FEETa ATTENTION ROW AGREEMENT REFERENCE DWG's A05R169 A05R171 A05CK159 TWNP:46 RNG: 43 SEC: 09 QTR: M/a: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R170 F I I I LOOP LOADING A B C 475 350 300 I I I rD I n I I L QI I �I o I I WI 1n I WI ZI I xl � I al gl I I I I I I I I I I P.M. VISTA DISC. SW#3 2 WAY VISTA SW INST s1 0 OOK AR 3PN1C1 6-8106A7023-0-3 _ PROPOSED EASEMENTS REMOVE RISER— N 10'X20' FOR TX(OPEN DELTA) I& PULL OUT .20'X20' FOR SWITCH CAB I 1 2 3 4 10'X10' FOR CAP BANK #2 WIRE 60 I ITO PUMP t -I --- .- ACD3838 I+ 1 0 z O I I II i I P.M. VISTA DISC.' SW#3 2 WAY VJSTA SW H 2-65'12-4/0 TPX C50KVA(SS)(DF)(LTG) I (A&C437') 58 D Fjr T-38 18570-14 _x—x—x—x{ Q A50KVA(SS)(DF)(PWR) 6PN2C b OPEN DELTA 123-0 g 18568-15 o I 45' 3PN3 �a+M a m 18568-14 12-48" PRI-/ orivo� SPL BOX NORTH RD I LOOP LOADING M 0 w a oASBUILT I+I + � I w IMI Q U � � I M+ SW.#55077 al I m MV Z 2 IIS I w -------------------------------------- ------------------ # (AO 167') O �z 65' z� —2PN2C— �— The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with #1465 N OCEAN BLVD any contract. Supplier is responsible for PPID: 3501867 evaluating site conditions both above and below ground including underground facility locations. V59 NEW ERVICE ATTENTION 5E99028 F=1P0L_R1R.. E STREET ADDRESSES ACD1918 3-350 &1/0-R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF Ground Rod Information 2531019 WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED Location Feet of Ground Resistance BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL Rod Installed (Ohms) 30 "CT" GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR METERED REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, _ PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE PPID: 405717 ATTENTION #1443 N OCEAN BLVD 7[7R0W AGREEMENT r� 16569-17 GRID 6-8106-7022-5-7 INACCESSIBLE ® 13KV FUTURE 23KV [j 23KV ® SALT SPRAY ❑ NULL MATCHLINE SEE DWG# A05R170 16 PROPOSED 10'X70' SW.#55077 MI -20 II GOLFVIEW DR C18575-1 -------------------- -------------------------- -------------------------------------- ------------------ Iz REMOVE RISER al I Ix dz AS—BUILT CREW PRINT REROLTEHUST SVCH I N NORTH TO SW.#5507 Work with SMO? YES NO ❑X 0 SI Q Tree Work? YES NO E] Designer/Stake? YES E] NO MCT/Special Mtr? Q' DRAWN BY D. RODBERG 6EL3839 T1511-I.F. cert, D111 tura �� = Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown an ROS. 9 es #1511 N OCEAN BLVD DATE 12/10/12 Q Q inure Date CONSTRUCTION NOTES - WR# 4442448 FAA O PPID: 563146322 REQUIRED DRAWINGS A05R160(NOTES) A05R161 A05R177 PELICAN LN A05R16A05R178 AOSR163 AOSR179 LOCATION SKETCH A05R164 A05R180 ACD6891A05R166 A05R181 N.T.S. ----------------- A05R167 A05R182 A05RI68 A05R183 N A05R169 A05R184 10' A05R170 A0513185 A0513171 A05R186 #1511 N OCEAN BLVD 5' A05R172 A05R187 GUEST A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 PPID: 640593322 o ❑ A05BP30 A05CK158 A05BV2 AO5R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 PMTX & CAP BANK DETAIL A05BR50 A05CK159 N.T.S A05CK116 A05R115 ----------------- UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with #1465 N OCEAN BLVD any contract. Supplier is responsible for PPID: 3501867 evaluating site conditions both above and below ground including underground facility locations. V59 NEW ERVICE ATTENTION 5E99028 F=1P0L_R1R.. E STREET ADDRESSES ACD1918 3-350 &1/0-R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF Ground Rod Information 2531019 WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED Location Feet of Ground Resistance BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL Rod Installed (Ohms) 30 "CT" GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR METERED REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, _ PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE PPID: 405717 ATTENTION #1443 N OCEAN BLVD 7[7R0W AGREEMENT r� 16569-17 GRID 6-8106-7022-5-7 30"HH -- I 18569-16 f COMPARTMENT 1 I 16 PROPOSED 10'X70' SW.#55077 MI -20 II FPL EASEMENT C18575-1 56.2 �+ Iz REMOVE RISER al I INST T-28 dz AS—BUILT CREW PRINT REROLTEHUST SVCH I B50KVA(SS) M� GRID 6-8106-7022-5-7 I+$ RTMENT 3 f COMPARTMENT 1 I 16 SW.#55078 SW.#55077 MI -20 6-8106-7022-2-2 Z+ C18575-1 -21 Iz ®80"E"6-8106-7022-4-9 E 6-8106-7320-0-8 MTR# 5E99028 #1421 N OCEAN BLVD PPID: 3501867 P.M. VISTA DISC. SW# 3 GRID 6-8106-7022-5-7 COMPARTMENT 4rFUS1 RTMENT 3 COMPARTMENT 2 COMPARTMENT 1 A18574-1 16 SW.#55078 SW.#55077 818575-1 -20 6-8106-7022-2-2 6-8106-7022-1-4 C18575-1 -21 FUSE 30 ® 80 "E" ®80"E"6-8106-7022-4-9 AS—BUILT COPY AS—BUILT CREW PRINT 6-87 7022-3-1 SOUTH TO SW.#5507E NORTH TO SW.#5507 THIS DWG WILL SUPERCEDE A05R115 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Hove been driven & verified to be o_� WMD RR RING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. AUTH NO.INC. DATE REVISION _ ,e, G. ..,,e Posted by Telephone Request? YESD Na E] CAN Request? YES No E] FEET -----------------I I zo' I I I I I -----I I i I I I I I VISTA SWITCH CABINET DETAILS N.T.S II I --I REFERENCE DWG's A05R170 A05R115 A05R172 A05R176 A05CK159 A05CK158 TWNP:46 RNG43 SEC: 09 QTR: N/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R171 THIS DRAWING SUPERCEDES DWG#A05R 1 15 --------------------------------------------------------------- ------------ ----------------------------j---------- MATCHLINE SEE DWG# A05R172 AS—BUILT COPY AS—BUILT CREW PRINT Easement? YES NO Survey/Stake? YES NO ❑ Work with SMO? YES NO ❑X DESIGNED BY M. BONNORONT Tree Work? YES NO E] Designer/Stake? YES E] NO MCT/Special Mtr? YES E] NO ❑X DRAWN BY D. RODBERG T1511-I.F. cert, D111 tura �� Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown an ROS. 9 es Map Posting? YES ❑X No Trench Feet Duct Bank Feet DATE 12/10/12 MAP NO. 0-0391 inure Date ¢a CITY X DR. DIST. COUNTY AIR STATE RD X FAA 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Hove been driven & verified to be o_� WMD RR RING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. AUTH NO.INC. DATE REVISION _ ,e, G. ..,,e Posted by Telephone Request? YESD Na E] CAN Request? YES No E] FEET -----------------I I zo' I I I I I -----I I i I I I I I VISTA SWITCH CABINET DETAILS N.T.S II I --I REFERENCE DWG's A05R170 A05R115 A05R172 A05R176 A05CK159 A05CK158 TWNP:46 RNG43 SEC: 09 QTR: N/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R171 W (O R rY wLO zo Ja I H� I I Mo I I I I iI I iI i r---------------- 20' I I� I I I II o z l �0 I I VISTA SWITCH CABINET I DETAILS N.T.S I I� L_ J, LOOP LOADING A B C 250 400 337 I 48" PRI SPL BOX I I L 6EL3230 MATCHLINE SEE DWG# A05R171 MATCHLINE SEE DWG# A05R180 ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV 23KV ® SALT SPRAY NULL ___________________T--_ GGLFVIEW OR 1 LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) HF ATTENTION AGREEMENT M AS—BUILT COPY AS—BUILT CREW PRINT Easement? YEs❑x No E]Survey/Stake? YES X❑ NO L] Work with SMO? YES L] No ❑X DESIGNED BY M. BONNORONT Inli,ar _CerE o(�teEu<a �Ee Tree Work? YES❑X NO ❑ Designer/Stake? YES❑ NO ❑X CT/Special Mtr? YES E] NO ❑X DRAWN BY B. BREEN n Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. Trench Feet Duct Bank Feet DATE 09/11/12 N 9 Map Posting? YES X❑ No ❑ uPerwsors Signature Dote as CITY XDR. DIST. I COUNTY AIR I STATE RD X FAA MAP NO, 0-0391 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Hove been driven & verified to be ao' WMD RR RING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. p 0 ASBUILT I AUTH NO. NO. DATE I REVISIONDate Posted by Telephone Request? YEs❑X NO E] CATV Request? YEs ❑X No❑ FEET REFERENCE DWG's A05R171 A05R149 A05R173 A05R180 A05R176 A05CK158 TWNP:46 RNG: 43 SEC: 09 QTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R172 a z U a M 0 w 0 4442448 ASBUILT AUTH NO. MATCHLINE SEE DWG# A051R176 F ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------- ❑ INACCESSIBLE i I I I I I I I #1304 N OCEAN BLVD PPID: 405956 I I I I ACD2056 I I I R I Q I I I I ^ I ------------------ ----- ------------------------------ I PRIVATE RD 18569-12 18 ----------------------------------------------------------------- —2PN2C— -F- -_ 2PN2C— -f-—2PN2C— -i-—2PN2C— -F- 2PN2C— -4--2PN2C— -4-—2PN2C— 0 —2 YES NO ❑ 95 155' FnTfl.-r ate 52 (C0352') 10'OX10 ,It YES NO ❑ FPL 30'HH -T-' I, w T- EASEMENT w I INST T-26 LO p .n I I I B50KVA(SS) a J I 6-8106-6713-0-1 I CITY X DR. DIST. COUNTY AIR I STATE RD X 3 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM I Q a I VA,, DJ II Z I II II J I II U I II II a I II II I I I I � I jl II li II II I I I I I li II II I II II I I I I I � I I II II - I I I I II II I - -� II I I II I I II I I R/W AGREEMENT I THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF I WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED I BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR I I REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE I I LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, I PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR I EXCAVATION IN CLOSE II L----------------L--Li-------------------------------- -F — 2PN2C— -+- — 2PN2C— --F- — 2PN2C— -}.{ 52.1 (B0337') REMOVE RISER AND PULL OUT CBL TO HH I I I I I CO 1a' II /Q I I / I W I PMTX & CAP BANK DETAIL I / (� N.T.S / L - / ? / U / Q J MATCH LINE SEE DWG# A05R181 AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES NO ❑ Survey/Stake? YES El NO ❑ I Work with SMO? YES L] NO ❑X FnTfl.-r ate Tree Work? YES NO ❑ Designer/Stake? YES L] NO X❑ CT/Special Mtr? YES L] NO ❑X Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. 9 Map Posting? YES ❑X No Trench Feet Duct Bank Feet Vivra Data E CITY X DR. DIST. COUNTY AIR I STATE RD X FAA 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. �a waw WMD RR RING COUNTY RD. TRANSM. DATE I REVISION G. � Posted by Telephone Request? YES E Na ❑ CAN Request? YES No ❑ ® 13KV ❑ FUTURE 23KV [j 23KV ® SALT SPRAY ❑ NULL CONSTRUCTION NOTES - WR# 4442448 REQUIRED DRAWINGS AMEO(NOTES) AO5R161 A05R177 A05R162 A05R178 A05R163 A05R179 Ao5R164 A05R180 A05R166 A05R181 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R19D A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 AO5R149 AO5R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 DESIGNED BY I M.ONT DRAWN BY B. . BREE BREEN DATE 09/11/12 MAP NO. 0-0391 FSE] 0 10 20 40 IL�E�-'JIII� FEET �Q ztK Q Q Oj LOCATION SKETCH N.T.S. The location and existenceof any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) 7ATTENTION ROW AGREEMENT REFERENCE DWG's A05R174 A05CK158 A05R181 A05R180 A05R172 A05R176 TWNP:46 RNG43 SEC: 09 QTR: N/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG N0. A05R173 M a z U 7 F 0 a M N 0 0 ASBUILT PRIVATE RD —3PN3C— +—3PN3C— + 3PN3C— --H—3PN3C— + i Ii, N HIDDEN HARBOUP DR I I #23 HIDDEN HARBOUR DR PPID#405958 I I I I I 130' (C0434') T-20 0 C37KVA 6-8106-5612-0-3 18570-7 MTR#ACD2058 #4/OA TP' 2�! 185706', / 2P2C� t o' (COZY) #11 N HIDDEN HARBOR DR # PARK W/LTS. PPID#2772807 I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ i I \ # \ I I / I j I / I / I / I L ----------------------- -L---------- -- MATCHLINE SEE DWG# A05R182 #1310 N OCEAN BLVD PPID#405952 INACCESSIBLE I I I I I �� CITY X DR. DIST. COUNTY AIR STATE RD X FAA uperwsar. s igna ure Date �O 4442448 1 0 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be aa' WMD RR RING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. AUTH NO. INO.1 DATE I REVISION 1.,,e...,.., —1- Posted by Telephone Request? YES[Z] No E] CATV Request? YES[Z] No ❑ ® 13KV [:] FUTURE 23KV 0 23KV ® SALT SPRAY [:] NULL GOLFVIEW DR /11 N LOCATION SKETCH N.T.S. CONSTRUCTION NOTES — WR# 4442448 UIR GS AOSR1SO NOTES) AOSR161 AOSR177 AO5R162 A05R178 N A05R163 A05R179 A05R164 A05R180 A05R166 A05R181 AO5R167 A05R182 A05R168 A05R183 AO5R169 A05R184 A05R170 A05R185 A05R171 A05R186 AO5R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05SP30 A05CK158 AO5BV2 A05R73 A05BP71 AO5R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 r ---------------- I I 1D 5' I I n I 'o❑ I The location and existence of any facilities I may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and PMTx & CAP BANK DETAIL I below ground including underground N.T.S I I facility locations. L -I ATTENTION 'E': LEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION F AGREEMENT REFERENCE DWG's A05R175 A05R172 A05R182 A05CK158 30"HH O_ Ln M.ONT B.. BREE BREEN GULFSTREAM DATE 09/11/12 Q MAP NO. — 2PN2C— + — 2P N2C— — 2PN2 — + —_ N_2C _ — 2PN2C— + — 2P N2C— + — 2PN2C— 0 10 20 40 330' 18569-10 18569-11 110' FEET 1A, AAid9AAR,,,..nnad-A7-AAR ��JIL.L�'Jhl� a z 49.1 49 (BO374') D m l a PROPOSED REMOVE RISER 10'X10' FPL Ld w i a AND PULL OUT EASEMENT N a I CABLE TO HH INST T-25 z B50KVA(SS) _ l 6-8106-6013-0-2 U I � zl II j I I I I I I I 45 I I I I I I I I I INSTALL I I II ZI 48"SPL BOX I I I j I I al II I I I I I I I I I I ul I I zl I - II � �' I I I I I I I I II I R/W AGREEMENT Z THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF M a I WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED rn I I BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR I REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE I I MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE I FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, — — — AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR al ----- I EXCAVATION IN CLOSE I I I I I I II -- I L--------1------L----------------------------------------------------------- I I I I I I AS-BUILT COPY AS -BUILT CREW PRINT Easement? YES NO ❑ Survey/Stake? YES X❑ NO ❑ Work with SMO? YES ❑ NO ❑X nFITEF Ceer%Dote Tree Work? YES FX] NO ❑ Designer/Stake? YES E] NO ❑X CT/Special Mtr? YES E] NO QX Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. 9 Map Posting? YES X❑ NO Trench Feet Duct Bank Feet �� CITY X DR. DIST. COUNTY AIR STATE RD X FAA uperwsar. s igna ure Date �O 4442448 1 0 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be aa' WMD RR RING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. AUTH NO. INO.1 DATE I REVISION 1.,,e...,.., —1- Posted by Telephone Request? YES[Z] No E] CATV Request? YES[Z] No ❑ ® 13KV [:] FUTURE 23KV 0 23KV ® SALT SPRAY [:] NULL GOLFVIEW DR /11 N LOCATION SKETCH N.T.S. CONSTRUCTION NOTES — WR# 4442448 UIR GS AOSR1SO NOTES) AOSR161 AOSR177 AO5R162 A05R178 N A05R163 A05R179 A05R164 A05R180 A05R166 A05R181 AO5R167 A05R182 A05R168 A05R183 AO5R169 A05R184 A05R170 A05R185 A05R171 A05R186 AO5R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05SP30 A05CK158 AO5BV2 A05R73 A05BP71 AO5R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 r ---------------- I I 1D 5' I I n I 'o❑ I The location and existence of any facilities I may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and PMTx & CAP BANK DETAIL I below ground including underground N.T.S I I facility locations. L -I ATTENTION 'E': LEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION F AGREEMENT REFERENCE DWG's A05R175 A05R172 A05R182 A05CK158 TWNP:46 RNG: 43 SEC: 0_ OTR: DESIGNED BY DRAWN BY M.ONT B.. BREE BREEN GULFSTREAM DATE 09/11/12 US A1A BTWN PELICAN LN & GULFVIEW DR MAP NO. 0-0391 GULFSTREAM/PALM BCH CNTY, FL 0 10 20 40 DWG NO. A0 5 R 1 74 FEET 1A, AAid9AAR,,,..nnad-A7-AAR ��JIL.L�'Jhl� -------------- A5' 1 I I I I I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I I L J 3 The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. #1330 N OCEAN BLVD PPID#405955 TIE INTO EXISTING SYSTEM BO IN CONDUIT CO DIRECT BURIED U a I 1 24"HH 3_0 —HH 46 � 2`140' 18561 48"�PRIPL(B&C057')1857( x/1Q I, PULL ICC OA INTO SPAREE CCONDUITUIT( B0) 11 HIDDEN HARBOUR DR PPID#405960 MTR#ACD7454 Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) #1320PPID#405954 IN AN BLVD MTR#5JK7970 PROPOSED 10'X20' FPL EASEMENT INST T-22 T-23 B50KVA(SS)(LTG)C50KVA(SS)(PWR) \ 6-8106-4613-0-6 \ OPEN DELTA ----- 1-------------J ----- \---------- INACCESSIBLE ® 13KV FUTURE 23KV 23KV ® SALT SPRAY NULL 1 I I I CONSTRUCTION NOTES – WR# 4442448 RE UIRED DRAWINGS 10' A05R160 NOTES I A05R161 A05R177 I I I � I n I A05R162 A05R178 w S PRIVATE RD 24"HH H.H. 48 A05R163 AO5R179 < A05R164 A05R180 ATTENTION AO5R166 AOSR181 1 A05R167 A05R182 PLEASE PROVIDE STREET ADDRESSES A05R168 A05R183 FOR THIS AREA. A05R169 A05R184 t--------- A05R17O A05R185 ------ _-------- A05R171 A05R186 A05R183 A05R172 A05R187 — 3PN3C– + 3PN3C– + A05R173 AO5R188ATTENTION A05R174 A05R189 A05R175 AO5R190 ROW A G R E E M E N T A05BP30 A05CK158 A058V2 AO5R73 A05BP71 AO5R53 A05BP22 A0513149 A05R42 A05BP3 �A0 5CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 I I I I I #1314 N OCEAN BLVD PPID#405953 I N j 1 I MTR#6Q35760 I I I z x PROPOSED 1PL EASEMENT 0 c ^ INST T-24 N I B50KVA(SS) 6-8106-5113-0-3 ------------------------------------------------------------ z 10 18588-7 REMOVE RISER AND PULL OUT 18570-11 CABLE TO HH �Ii P/i C ---i-- 1 P/1 C --}- 1 F x a r----------------- � I I I10 1I 5 a I i❑ I I O N ❑ a J � I OPEN DELTA DETAIL I o N.T.S ii I I I------------------ ----------------------------------------------------------- MATCHLINE SEE DWG# A05R183 0 ZZ n Li 0 4442448 1 0 09/13/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2–POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM d � ASBUILT AUTH NO. I N0. I DATE REVISION COLFVIEW DR (CO287') 150' 18570-9 18570-8 #404 T-21 Tek C50KVA 6-8106-4812-0-0 LOCATION SKETCH N.T.S. N HIDDEN HARBOUP DR MTR#ACD7452 19HIDDEN HARBOUR DR PPID#2779579 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE 290' 4J–ti UIL I UUN T AJ–ti•UIL I LKLW NKIIN I Easement? YES [X] NO E]Survey/Stake? YES❑X NO ❑ Work with SMO? YES E] NO ❑X Itiar� ifura �� Tree Work? YESQ NO ❑ Designer/Stake? YES E] NO ❑X CT/Special Mir? YES E] NO ❑X Job CERTIFIED COMPLETED g shown on ROS. Map Posting? YES NO E]shown on this AS–BUILT print. Material changes Trench Feet Duct Bank Feet 9 u� pe��sor dura Date wO CITY X DR. DIST. COUNTY AIR I STATE RD X FAA All requiredground rods Have been driven & verified to be a� WMD RR XING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. �� �� Posted by Telephone Request? YES ❑X E]NO CATV Request? YES[g] E]NO T REMOVE I I I I 10' d M I REMOVE RISER I I I � I n I C ( 0684') 0' � a w S PRIVATE RD 24"HH H.H. 48 N AND PULL OUT CABLE TO HH < 47 N u� 30 (B4449') 1 UjI –315---w-- W, I Z --'"-- --'"-- --w-- 105'-- --'"-- I I � t--------- ----------------------------------- ------------_ ------ _-------- ,-- ----------_------------- – A05R183 — 2P N2C— + — 2PN2C— + — 2P N2C— + — 2P N2C— + — 2P N2C— + — 2PN2C + — 2PN2C— + 2PN2C— + 2PN2C— — 3PN3C– + 3PN3C– + 3PN3C– :W� n \ 47.1 18569-8 1 18569-9 10 18588-7 REMOVE RISER AND PULL OUT 18570-11 CABLE TO HH �Ii P/i C ---i-- 1 P/1 C --}- 1 F x a r----------------- � I I I10 1I 5 a I i❑ I I O N ❑ a J � I OPEN DELTA DETAIL I o N.T.S ii I I I------------------ ----------------------------------------------------------- MATCHLINE SEE DWG# A05R183 0 ZZ n Li 0 4442448 1 0 09/13/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2–POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM d � ASBUILT AUTH NO. I N0. I DATE REVISION COLFVIEW DR (CO287') 150' 18570-9 18570-8 #404 T-21 Tek C50KVA 6-8106-4812-0-0 LOCATION SKETCH N.T.S. N HIDDEN HARBOUP DR MTR#ACD7452 19HIDDEN HARBOUR DR PPID#2779579 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE 290' 4J–ti UIL I UUN T AJ–ti•UIL I LKLW NKIIN I Easement? YES [X] NO E]Survey/Stake? YES❑X NO ❑ Work with SMO? YES E] NO ❑X Itiar� ifura �� Tree Work? YESQ NO ❑ Designer/Stake? YES E] NO ❑X CT/Special Mir? YES E] NO ❑X Job CERTIFIED COMPLETED g shown on ROS. Map Posting? YES NO E]shown on this AS–BUILT print. Material changes Trench Feet Duct Bank Feet 9 u� pe��sor dura Date wO CITY X DR. DIST. COUNTY AIR I STATE RD X FAA All requiredground rods Have been driven & verified to be a� WMD RR XING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. �� �� Posted by Telephone Request? YES ❑X E]NO CATV Request? YES[g] E]NO T REMOVE I I I I iP/1C + 1P/1C � 1P/1 + 1P/1 � 1P/1 --+-4 I T I I I I I I � I n I I � 23 HIDDEN HARBOUR DR N PPID#405958 < I � I � W UjI W, I Z I --I I= I � I Q M I I REFERENCE DWG's I I A05R183 I A05R174 A05CK158 j I I I I I I I TWNP:46 RNG: 43 SEC: 09 QTR: I ------------- DESIGNED BY M. BONNORONT M/A: BR DRAWN BY B. BREEN GULFSTREAM DATE 09/13/12 US AIA BTWN PELICAN LN & GULFVIEW DR MAP NO. 0-0391 GULFSTREAM/PALM BCH CNTY, FL 0 10 20 40DWG NO. A05R175 FEET WR:44424481WR:D044-42-448 M a a U a a s 0 a / / / / / / / The location and existence of any facilities / may not be relied upon by the supplier in responding to a bid or in complying with / any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. \Ap\ \tir C� / / / / / / 69 REMOVE RISER AND PULL OUT CABLE TO HH \g Q�vO'Oo ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION ROW AGREEMENT THIS DRAWING SUPERCEDES DWGA05R1 15 CONSTRUCTION NOTES – WR# 4442448 REQUIRED DRAWINGS AO5R160(NOTES) A05R161 A05R177 A05R162 A05R178 AO5R163 A05R179 A05R164 A05R180 A05R166 A05R181 A05R167 A05R182 A0513168 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 AO5R115 UTILITY CONTACT LPSI T-1 CALL SUNSHINE 1-800-432-4770 30-150KVA(120K208V)(DF) A_nlna_ aOO 1— –1 \ 1 I– 612614-3 \ \ PM 12615-3 12614-2 12616-3 12615-2 \\\\ 4pN4C` (Ag Cm54j)3 RETAG 18568-12 126 261 5 696-2 RETAG \ \ k 0 18569-18 18568-13 \\\\\---_---- \4PlygC` 18570-18 (3027) 118570119 10' QTR#iU5323) �4PN4C– �x -----__6pN2c \ 0-0391 68sP, x\ ---_ I48" H.H. `------- ----- NORTH RD ❑ IF �2 SET OF 600MCM CU 0 INACCESSIBLE EXISTING 2-6"PIPES (1 WITH 20 & 1 WITH 30) ® 13KV E FUTURE 23KV ❑ 23KV ® SALT SPRAY ❑ NULL GOLFVI£W DR I fLPN2C— + — 6PN2C— + — 6PN2C— + f I -------------------- 24' THIS DWG WILL SIPERCEDE A05R115 R/W AGREEMENT – – – – THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL 10 GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE I 5 MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE + I FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE o ❑ LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE I I PMTX & CAP BANK DETAIL N.T.S I I ----------------- ---------------------------------------------------------------------- ----------------------------- MATCHLINE SEE DWG# A05R174 MATCHLINE SEE DWG# A05R173 ro AJ–ti UILI UUf'T AJ–HUILI UKtW YKINI Easement? YES [X] NO E] Survey/Stake? Yes ENO E] I Work with SMO? YES E] NO FX] o N "ii t'°Is cerE�Ee tur— ° Tree Work. YES X NO ❑ ❑ Designer/Stake? YEs No X CT S ecial Mtr. ❑ ❑ / P v YES[] No X ❑ ❑ n Job CERTIFIED COMPLETED as shown on this AS–BUILT print. w NORTH RD N Iw Material charges shown on ROS. 9 Map Posting? YES ❑X NO E Trench Feet Duct Bank Feet I U Signature Date M�d CITY X I DR. DIST. I COUNTY AIR I STATE RD X FAA rupervisor 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2–POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM s All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. A05R172 air WMD RR XING COUNTY RD. TRANSM. w N a ASBUILT a AUTH NO. I NO. I DATE REVISIONPosted 'gnat by Telephone Request? Yes EX NO E CATV Request? YEsO No E U�4k CD PELICAN LN ----4j 1 LOCATION SKETCH N.T.S. DESIGNED BY I M. BNT RODBER DRAWN BY D. /10/126 DATE 12/10/12 MAP NO. 0-0391 10 20 40 ILL��IL'L�' Jlll� FEET TWNP: 46 RING: 43 SEC: 09 QTR: MIA: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL PULLOUT 2-1 OA 15KV. FROM 1-6" EXISTING PVC PULL IN 3-1/OA 25KV. IN 1-6 EXISTING PVC u) — a (3039?')215 :4k PN2C– + —6PN2C– + —6PN2C_ –F- —6PN2C– �I 3 --------------- -----------10 w NORTH RD N Iw i Z J 2 I U la I � REFERENCE DWG's I I I A05R177 A05CK158 A05R174 A05R115 A05R173 A05R171 A05R172 I w N L' I I" N Of w uO :z0 J U�4k CD -------------------------------L DESIGNED BY I M. BNT RODBER DRAWN BY D. /10/126 DATE 12/10/12 MAP NO. 0-0391 10 20 40 ILL��IL'L�' Jlll� FEET TWNP: 46 RING: 43 SEC: 09 QTR: MIA: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL / / / / / M 0 w 0 4442448 0 a ASBUILT AUTH N0. / 4pN tC OST k / y � PROPOSED 10'X20' FPL EASEMENT \ cT-30 REMOVE RISER C100KVA(SS)(LTG)(DF) AND PULL OUT T-31 CABLE TO HH A50KVA(SS)(PWR)(DF) OPEN DELTA 0-8 OPEN DELTA. /\ \ AN18568-10 00\ 18570-16 � '• 18568-11 \ 18570-17 + \\` 24"HHo 30 "HH \\Q + '0 6EL7537 \k \ + \ 1a \ C\ \ #1420 N OCEAN BLVD PP ID: 887068359 CONSTRUCTION NOTES — WR# 4442448 REQUIRED DRAWINGS A05R160 NOTES A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A05R180 A05R166 A05R181 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05Ri85 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 INACCESSIBLE ® 13KV [:] FUTURE 23KV [j 23KV ® SALT SPRAY [:] NULL VAh AC\ AC\ A w \ c\ x \\ \ AN4c\ ` gA \ Ty \ AA \ 4C \ Aq \ 4. A R/W AGREEMENT \\ C\ 11 THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF ` k WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED \\ BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL ` 4A GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE AJ -ti UILI UUt'T AJ—ti UILI UNLW h'NIN I Easement? YES E] NO ❑ Survey/Stake? YES [K NO ❑ Work with SMO? YES❑ NO ❑X rTH.-Or Ze_rF_0_,Ee Tree Work? YES FX] NO ❑ Designer/Stake? YES E] NO X❑ CT/Special Mir? YES E] NO ❑X Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. Trench Feet Duct Bank Feet 9 Map Posting? YES ❑X NO ❑ �� vvra Oats CITY X DR. DIST. COUNTY AIR STATE RD X FAA �o 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be aa, WMD RR XING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. DATE I REVISION _,e < I;—.,,,,e Posted by Telephone Request? YES FX] NO ❑ CATV Request? YE5 ❑X No ❑ LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. / / Ground Rod Information / Location Feet of Ground Resistance Rod Installed (Ohms) / 7ATTENTION ROW AGREEMENT REFERENCE DWG's A05R178 A05R176 A05CK159 TWNP:46 RNG: 43 SEC: 09 QTR: A DESIGNED BY DRAWN BY M.ONT B.. BREEBREEN mIA: BR GULFLFSTREAM !\`C� DATE 09/11/12 US A1A BTWN PELICAN LN & GULFVIEW DR MAP NO. 0-0391 GULFSTREAM/PALL M BCH CNTY, F �ILE�'1111� Q 10 20 4Q DWG NO. A05Rp177 FEET ,e,..AAA2AAA,1n,a.r)0AA—A9—AAA I GJ / 4V #2401 N OCEAN BLVD W/S RAIN SHK / PPID: / 407635 STORM SHELTER ACD6229 T-34 C50KVA(SS)(DF)(LTG) 6-8106-4535-0-8 OPEN DELTA \4A N.T.S. 18568-5 \ Nq PROPOSED 18570-13 \ C� 10'X20' FPL EASEMENT ,A�}}��_ \ \4a 24"HH 1��yyt�-4PN4G`• N4C� \ 73 P 1 \ \ \ \ \ r yT 1V C1 9sT 9r �9 �F 9� 18568-4 18570-12 1 72.1 24"HH 30HH �S• T-32 T-33 C100KVA(SS)(DF)(LTG) A50 VA(SS)(DF)(PWR) 6-8106-4833-0-0 GOLF COURSE OPEN DELTA SPRINKLER PUMP 18568-9 71 18570-9 18568-8 N.O. 20 18570-8 N.Q. INACCESSIBLE ® 13KV FUTURE 23KV QPX SVC MTR:5J93575 gPN4G'� PPID:409649115 `C�A122i ' bPNgC X REMOVE RISER X i APN AND PULL OUT pN�, `SEC CBL i 4 4PNbG X T-35 4PN41' /a, 15 •, U A50KVA(SS)(DF)(PWR) ' 4PN4C� —+— L 1Q}, PRROPOOSE DL X 24"HH(QPX) a,2.. EASEMENT l Cm 9i X '4P N4C� 30"HH 71.2 6ory �p 4PN4C� X REMOVE RISER 4PN4G� AND PULL OUT \ CABLE TO HH 5J99657 The location and existence of any facilities \ may not be relied upon by the supplier in Easement? responding to a bid or in complying with Survey/Stake? YES [K NO ❑ Work with SMO? any contract. Supplier is responsible for p evaluating site conditions both above and I M. BONNORONT below ground including underground DRAWN BY facility locations. Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. g upe—..rsSig-t-eDate Map Posting? YES ❑X NO ❑ Trench Feet Duct Bank Feet �o CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA wa_� WMD RR RING COUNTY RD. TRANSM. CONSTRUCTION NOTES — WR# 4442448 ATTENTION MAP NO. 0-0391 REQUIRED DRAWINGS ASE PROVIDE STREET ADDRESSES AO5R160(NOTES) F1'0'THIS AREA. A05R161 A05R177 AO5R162 A05R178 0 10 A05R163 A05R179 ASBUILT AUTH NO. a A05R164 A05R180 1 DATE A05R166 A05R181 by Telephone Request? YES❑X No ❑ CATV Request? YE5 ❑X No ❑ A05R167 A05R182 X Ground Rod Information A05R168 A05R183 Location Feet of Ground Resistance A05R169 A05R184 m a Rod Installed (Ohs) A05R170 A05R185 A05R171 A05R186 z A05R172 A05R187 o A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 AO5R73 A05BP71 A05R53 a N A05BP22 A05R149 A05R42 A058P3 A05CK6 A05PB6 ATTENTION A05BR50 A05CK159 A05CK116 F ROW AGREEMENT U05N1 CONTACT LIST o CALL SUNSHINE 1-800-432-4770 a M #1430 N OCEAN BLVD PPID: 405951 R/W AGREEMENT 11 THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGEANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE 6ELD839 #1428 N OCEAN BLVD PPID: 685316708 REMOVE RISER \ AND PULL OUT r CABLE TO HH \ 0.5 � 4PN4G^ NORTH RO i 23KV ® SALT SPRAY ❑ NULL x�x \ #1420 N OCEAN BLVD \ DOCK PPID: 415032031 \ 6J3359 1 EMPTY LOT #1424 N OCEAN BLVD \\ I I \ 10' \ J 5' I 1 \\ El 1 I I N I ❑ I \ L—J \ I I \ OPEN DELTA DETAIL \ N.T.S I I \I L ----------------J M w AZ —ti UILI UUF'T IniE ar Ze t0aF AJ—ti UlLl UNLW h'NIN I �oFa Easement? YES [g] NO ❑ Survey/Stake? YES [K NO ❑ Work with SMO? YES E] NO OX p DESIGNED BY I M. BONNORONT Tree Work? YES ❑X NO ❑ Designer/Stake? YES ❑ NO X❑ CT/Special Mtr? YES ❑ NO ❑X DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. g upe—..rsSig-t-eDate Map Posting? YES ❑X NO ❑ Trench Feet Duct Bank Feet �o CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA wa_� WMD RR RING COUNTY RD. TRANSM. DATE 09/11/12 MAP NO. 0-0391 0 4442448 0 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES .& TX'S TO SVC GULFSTREAM All required groundndarrods Have been driven & verified to be within FPL stads. Values are shown at all locations. Foreman s Signature Dote 0 10 20 40 ASBUILT AUTH NO. a N0. 1 DATE REVISIONPosted by Telephone Request? YES❑X No ❑ CATV Request? YE5 ❑X No ❑ FEET REFERENCE DWG's A05R177 A05R179 A05CK159 TWNP:46 RNG: 43 SEC: 09 OTR: MIA: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R178 z a U ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV [j 23KV ® SALT SPRAY ❑ NULL I I I I I BOX PL I U' - I �4PN4C_ Oti- H �----� �4PNC4_-__ -F-_ I 4PN4C- O] _ N4C-Ld _� 71 W V) _ 4P_N_4C_��, ___:7::4PN4C-_-+- __ -� 4PN4C_ go,I --'_�PN4C- rt _ 4PN4C- + — 4PN4C- + — 4PN4C- -F--I FL IN TR'"ASTAL WATERWAY ,9 I I I I CONSTRUCTION NOTES - WR# 4442448 REUIRED DRAWI Gs The location and existence of any facilities I AOSR160 NOTES may not be relied upon by the supplier in AOSR161 A05R178 I F responding to a bid or in complying with A05R163 A05R179 an contract. Supplier is responsible for AOSR163 AOSR179 y PP P I 10' A05R164 A05R180 evaluating site conditions both above and l A05RI66 A05R181 below ground including underground �j A05R167 A05R18 A05R768 A05R183 facility locations. I T-36 T-37 A50KVA(SS)(PWR) C50KVA(SS)(LTG) 6-8106-4857-0-6 OPEN DELTA I I I I N F I I ❑ I I I L J I A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 AO5R188 A05R174 A05R189 ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. LOCATION SKETCH N.T.S. `L _ A05R175 AO5R190 A05BP30 A05CK158 AJ -ti UIL I GKLW I'KIN I Easement? INST. OV* \� MTR#5J34136 OPEN DELTA DETAIL YES E] No 0 Work? YESO NO E]Designer/Stake? YES E] NO ECT/Special Mtr? 30"H.H. NOP' 30 18568-7 A05BP71 A05R53 I N.T.S A05BP22 A05R149 Ground Rod Information YES ❑X No ❑ 18570-15 A05R42 A05BP3 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - AO5CK6 A05PB6 0 Location Feet of Ground Resistance 0 09/11/12 1'F A05BR50 A05CK159 A05CK116 ASBUILT Rod Installed (Ohms) N0. DATE REVISION O'XX20ESMT AOSR115 Telephone Request? YES NC ❑ CATV Request? YES[Z] No E]a 18568-6 UTILITY CONTACT LIST 18570-14 ��4=4C_ CALL SUNSHINE 1-800-432-4770 ==PN4C _ (A&C01154) _�-_=4pN4C REFERENCE DWG's #2401 N. OCEAN BLVD. #S PUMP 580' PPID#407634 rt _ aPN4Q_ �'-�=pN4C� A05R178 --�4P1y4C_ ATTENTION A05CK159 ROW AGREEMENT M 4P __ _4PN4C_ =�PN4C_ gyp- I FL IN TRACOASTAL WATERWAY _ 4PN_- �� 41N4C7. I 4p _ N4C I 1 2o5' -_ 4PN4C- � 4PN4C- -�'- 44C- R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF �„ 4Pry4C- W J WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL W GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE a z:)FPL MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE W LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, l y PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE I I I I n O oTree � w AJ -b UIL I GUt' T 511tiais CerF75. atur- AJ -ti UIL I GKLW I'KIN I Easement? YES [X] No ❑ Survey/Stake? YES ENO ❑ I Work with SMO? YES E] No 0 Work? YESO NO E]Designer/Stake? YES E] NO ECT/Special Mtr? YES E] NO ❑X Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. 9 dura Data Map Posting? YES ❑X No ❑ Trench Feet Duct Bank Feet �� CITY X DR. DIST. COUNTY AIR STATE RD X a waw WMD RR XING COUNTY RD. TRANSM. FAA 0 4442448 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. + e ASBUILT AUTH N0. N0. DATE REVISION Posted by Telephone Request? YES NC ❑ CATV Request? YES[Z] No E]a DESIGNED BY I M.ONT DRAWN BY B.. BREE BREEN DATE 09/11/12 MAP NO. 0-0391 D 10 20 40 ILLf�IL`�-' llll� FEET TWNP:4S RNG: 43 SEC: 09 OTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL DWG NO. A M a 0 U M o n 0 4442448 ASBUILT AUTH NO. a o/ 2 WAY VISTA SW / 40' i I A18568-1 1 PROPOSED FPL 1 2 3 EASEMENT/ 818566-12 / / lZI ACCESS Q 1 w PIT ^ 4 FUSE 30 0 80 "E" / U I Iz I SOUTH TO SW.#55072 a.f --/ o l I � Z / 4 Ift I / PRIVATE RD / P.M. VISTA DISC. SW#1 GRID 6-8106-7005-5-6 2 WAY VISTA SW / 40' i — 2PN2C— A18568-1 1 PROPOSED FPL 1 2 3 EASEMENT/ 818566-12 20'X20' ; FNC C18570-1 1 / FUSE 30 0 80 "E" / I � / I SOUTH TO SW.#55072 NORTH TO SW.#55075 � Z 3 Ift O / / I I M / Z / � l i14 / / / Mt z �AZ / I 4 �I I�1 L +I r- O 2 Dwi24 I 'al I 1 �1� I I r4 1 1 l a.z I 1 I'I I 1 I I Tcl, 1 4 101 I lad 1 I 1 1'I I I(B&C0145') I O SS 1 i Z 55' '1 1 25N2C I� PN6C— PN6� i11 zm I la4a I I I 4 I I ' zz A4 I 1'1 1 rV I I 4 t �ol 1 I I o I I i TD I I, 1 j II I I _________MATCHLINE_SEE_DWG A05R172 ________________________ ---------------- R/W AGREEMENT 11 THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE ------------------------------------- --------------- REMOVE REMOVE RISER I & REROUTE SVC CBL TO HH 128.1 PROPOSED 10'X10' FPL EASEMENT T-14 A50KVA(SS) 6-8106-7106-0-8 (A027') 18565-17 ` �j BpNZC� x/09- 3C—#1/OA 2-48' 92 SPL BOXES ` 6PN?C_ X FOR THIS AREA DWG# A05BR50 6EL2546 5KV—XPE JA IN 1-4" PVC(SPARE) ABANDON / 18568-3 18569— 18570-3 18565-1515 19566-11 T-1 c. 18567-13 30- 300KVA(120/208V)(LOOP STYLE) 29 6%106-7406-0-4 Al T-13 18569-2 ENERGY SMART FLORIDA AMI 185,�7J0--�2� AMI RELAY CALL 18566-10 18567-12 SPARE CONDUIT IS PARTIALLY UNDER PAD. RE—ROUTE CONDUIT UNDER PMTX 0-0391 "EL CONTINO" #1171 N OCEAN BLVD 24 UNITS 8 SETS OF 500AL #1221 N OCEAN BLVD PPID: 3487318 INACCESSIBLE ® 13KV E FUTURE 23KV ----------------------------- I 5' I I I I I� I IPMTX & CAP BANK DETAILI L----N.T-S----J ❑ 23KV ® SALT SPRAY ❑ NULL LOCATION SKETCH N.T.S. CONSTRUCTION NOTES — WR# 4442448 RA N A05R160(NOTES A05R161 A051R177 A05R162 A05R178 A05R163 A051R179 A05R164 A05R180 AO5R166 A1351R181 A05R167 AO5R182 A05R168 A05R183 A05R169 A051R184 A05R17O A051R185 AO5R171 AO5R186 A05R172 A051R187 A05R173 A051R188 A05R174 A0513189 A05R175 A051R190 A05BP30 A05CK158 A05BV2 AO5R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 .UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 P.M. VISTA DISC. SW# 1 GRID 6-8106-7005-5-6 COMPARTMENT 1 COMPARTMENT 3 1 COMPARTMENT 1 COMPARTMENT A18568-1 A18565-18 SW.#55074 SW.#55073 B18569-1 818566-12 6-8106-7005-2-1 6-8106-7005-1-3 C18570-1 018567-14 FUSE 30 ® 80 "E" FUSE 30 0 80 "E" 6-8105-6899-4-0 6-8106-7005-3-0 SOUTH TO SW.#55072 NORTH TO SW.#55075 THIS DRAWING SUPERCEDES DWG# A05BR50 THIS DWG WILL SUPERCEEDE A05R149 & A05BR50 -------- — —----------------- ---- — ---- MATCHLINE SEE DWG# A05R184 AJ—ti UILI UUt'T AJ—HUILI Utt VV YKINI Easement? YES❑X No El Survey/Stake? YES X1 NO❑ Work with SMO? YES ❑NO X❑ DESIGNED BY M. BONNORONT "li t'°Is cerE_T.Ee mature Tree Work? YES ❑X NO ❑ Designer/Stake? YES ❑ NO CT/Special Mtr? YES ❑ No ❑X DRAWN BY D. RODBERG Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material Map Posting? YES ❑X No E]chan es shown on ROS. Trench Feet Duct Bank Feet DATE 12/11/12 9 uper,neors Signature Date Fa CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA MAP NO. 0-0391 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All thin FPL ground rods Have been driven & verified to be a� WMD RR XING COUNTY RD. TRANSM. 0 10 20 40 whin FPL standards. Values are shown at all locations. p DATE REVISION Posted by Telephone Request? YES R] NO ❑ CATV Request? vEs ❑X No ❑ FEET The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION ROW AGREEMENT DWG's A05R184 A05R149 A05R181 A05BR50 A05R173 A05R172 A05CK158 TWNP: 46 RING: 43 SEC: 09 QTR: MIA: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R180 z U M F 0 a M s n 0 4442448 ASBUILT AUTH NO. MATCHLINE SEE DWG# A05R173 -rr II I I II I I II II I I II II o I I � I I d/00 H W I I PROPOSED 10'X10' FPL � I I EASEMENT I I T-16 � I I B50KVA(SS) II II II I I 6-8106-6406— II II I I II I F I I I --1--------------------------, I ----------------------------- I I I (60224') (C0437') 90' r—2PN2C— +—2PN2C— +—2PN2C— HIDDEN HARBOUR DR 18569-3 37 18569-2 io„,.,11 40' I----1 200' —2PN —1"t—2PN2C— +—2PN2C— +—2PN2C— +—2PN2C— + — N I 37.1 d/00 H REMOVE RISER PROPOSED 10'X10' FPL F & REROUTE SVC I EASEMENT L0 CBL TO HH T-16 Q B50KVA(SS) y� I 6-8106-6406— � I 3 I CITY X � I COUNTY AIR I I I I #1140 N OCEAN BLVD I I PPID: 2908023 I I I I I I I I I I I I I I I I I I I I I I I MATCHLINE SEE DWG# A05R185 I AS—RI111 T r.nPY 09/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM DATE I REVISION --------------------- / / (:39) 9 // REMOVE / RISER / +—2PN2C- 00O / O / � Q Off/ 3 / / O / / W j REMOVE Z RISER / OUTSIDE / U LIGHT / / Q / / / / ACD7453 / I I r I 100 10' I 5' ur) I I I a I � � ❑ j I � I I I D I I I I I I w I PMTX & CAP BANK DETAIL I W to I N.T.S I W I J U < I a ----------------------------- --j :2 Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. uperwsor. s Sign.tur. Date All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV 0 23KV ® SALT SPRAY ❑ NULL CONSTRUCTION NOTES — WR# 4442448 RE UIRED DRAWI GS A05R160 NOTES A05R161 AO5R177 A05R162 A05R178 A05R163 A05R179 A05R164 A0513180 A05R166 A05R181 A05R167 AO5R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05RI72 AO5R187 A05RI73 A05R188 A05R174 A05R189 A05R175 A05R19O A05BP30 A05CK158 A05BV2 A051373 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE Easement? YES QX NO ❑ Survey/Stake? YES[X] NO ❑ Work with SMO? YES ❑ NO QX Tree Work? YES E] NO E] Designer/Stake? YES E] NO ❑X CT/Special Mtr? YES E] NO ❑X Map Posting? YESX❑ NO ❑ Trench Feet Duct Bank Feet �a CITY X I DR. DIST. COUNTY AIR I STATE RD X FAA ao' WMD RR XING COUNTY RD. TRANSM. Posted by Telephone Request? YES Q NO ❑ CATV Request? YES ❑X NO E] DESIGNED BY I M.ONT DRAWN BY B.. BREE BREEN DATE 09/11/12 MAP NO. 0-0391 (��T j'I D ,Q 20 40 ILLIT IL`L�—'1h1� FEET LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. FEFOR--ATTETION ASEPROVIDE STTMS AREA. Ground Rod information Location Feet of Ground Resistance Rod Installed (Ohms) �[— ATTENTION ROW AGREEMENT REFERENCE DWG's A05R185 A05CK158 A05R184 A05R173 A05R180 A05R182 TWNP:46 RNG: 43 SEC: 09 QTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL MATCHLINE SEE DWG# A05R174 --0 INACCESSIBLE 13KV � ------------ ----------------------------------------------------- - I I I I I I I I I � I z I ^ z ^I I I z II I I I w I I I o� ZI I I a al I I v � I I a I II 2 I al I I I I II I I I tl I I I a 1 1 I I ^ I I 1 1 I I � 1 I w I 11 1 I �I I I �^ 1 1 15' HIDDEN HARBOUR DR 00 55 1c II 18569-5 18569-4 �P 11 1 i 18570-3 18570-2LO g4, 1P t0 /� r----, 80' Q 1P/1C 1P/1C 1P/1C 1P 1C — 2 N2C— + — 2PN2C— + — 2PN2C— + — 2PN2C— + — 2PN2C— — 2PN2C— + — 2PN2C— O/1R N1C ) 40.1 30"H.H. 40 9 ACCESS 801287 PIT 41 �C0554') REMOVE RISER 10' PROPOSED p % & REROUTE SVC aQ ' 19,410/ a EASEMENT CBL TO HH 10'X20' FPL I —100' X I W —1PNIC— +—1PN1C— +—1PN1C—� ,n N Q ~--x—x--%—X—%—x—x ACCESS M B50KVA(SS)C50KVA(SS) z Lu ztk PIT 6-8106-6106-0-3 I = c9 42 OPEN DELTA I U 3 MTR#6J83520 Q w I Ld N I I WI I zl I � I I CJ I I < I f I I I I I I I I I I I I I I #1200 N OCEAN BLVD I PPID#405963 I I I I I I I F - - I I I I I I I 10' I I CONSTRUCTION NOTES — WR# 4442448 I 5 I RE UIRED DRAWINGS AO5R1 E0 NOTES r I A05R162 A05R178 I ❑ I A05R163 A05R179 N I A05R164 A05R1So ElA05R166 A05R181 R/W AGREEMENT I A05R167 A0513182 THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF A0SR168 A05R183 WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED I I A05R169 AO5R184 BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL I OPEN DELTA DETAIL I A0513170 A05R185 GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR I N.T.S AC5R171 A05R186 REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE I x I I A05R172 A05R187 MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE I L _ J A05R173 A05R188 FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, Cd AO5R174 A05R189 AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE A05R175 A05R190 I z A05BP30 A05CK158 LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, A05BV2 A05R73 PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR A05BP71 A05R53 EXCAVATION IN CLOSE A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 I AO5R115 UTILITY CONTACT LIST I a CALL SUNSHINE 1-500-432-4770 Li I � I I F 0 I I - - - - - - - - - - - - - - - - - - - - - - - - - # ------ ---------------I----------------------------------- MATCHLINE SEE DWG# A05R186 MATCHLINE SEE DWG A05R186 n AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES E] No ❑ Survey/Stake? YES X❑ NO ❑ Work with SMO? YES ❑ No ❑X Ti C.It mate —Tare Eure AA Tree Work? YES ❑X Na ❑ Designer/Stake? YES E] No X❑ CT/Special Mtr? YES E] No X❑ o Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. Trench Feet Duct Bank Feet N 9 Map Posting? YES X❑ NO ❑ �� CITY X w -p—l—, igna ure Date DR. DIST. COUNTY AIR STATE RD X FAA �d 0 4442448 0 09/11/12 PULL FOR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be a� WMD RR XING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. o ASBUILT AUTH NO. N0. DATE REVISION Posted by Telephone Request? YEs❑X No ❑ CATV Request? YEs❑X No ❑ � Foreman s Signature — a� E FUTURE 23KV E] 23KV ® SALT SPRAY E] NULL GOLFVIEW DR I DESIGNED BY M. BONNORONT DRAWN BY B. BREEN DATE 09/11/12 MAP NO. 0-0391 0 10 20 40 FEET N JOB SITE Q mQ QQ V� O� PELICAN LN LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. AENTION FE LEASPROVIDTTE STREET ADDRESSES OR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) FATTENTION ROWLAGREE MENT REFERENCE DWG's A05R181 A05R186 A05R183 A05R174 A05CK158 TWNP: 46 143 SEC: 09 QTR: M/A: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R182 z a U a dd F O a MATCHLINE SEE DWG# A05R175 ❑ INACCESSIBLE ® 13KV FUTURE 23KV 23KV ® SALT SPRAY ❑ NULL ----� -------------------- I I / / I / I / / / / i / I 10 I 5' / I ;a I / I I I / �I PMTX & CAP BANK DETAIL I I N.T.S i CONSTRUCTION NOTES - WR# 4442448 ftU'R670 DRAWINGS NOTES) A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A05R18O A05R166 A05R181 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R19O A05BP30 A05CK158 AO5BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05P86 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 ----------------- -------------------------- ----------------------------------------------------------- I I I I I I ----------------------------------- M MATCHLINE SEE DWG# A05R187 0 w a ASBUILT 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM AUTH NO. INC.1 DATE I REVISION 16 HIDDEN HARBOUR DR PPID#405961 (1601) #4/OA TPX HIDDEN HARBOUR DR 20 HIDDEN HARBOUR DR PPID#405962 MTR#ACD2059 b I MTR#ACU2057 T-19 C50KVA 6-8106-4706-0-7 18570-4 (160') --- 1P01 C �iP/iC---F-iP/iC:;1P/1C --- HI IP 44 I 18570-5(N.O.) i z� N I I I 24 HIDDEN HARBOUR DR PPID#687713742 MTR#6EL8796 AQP I NIaP (cm7aT)I' 'I 325' Z" C� T0716 l 1 1 C P TJ5/1 C t— 1 P/1 C P/10 1�71-c I �i II + — 1PN1C— + — 1PN1C— + — 1PNiC— + — iPN1C— + — 1PN1C— + — iPN1C— + — 1PN1C— + — iPNiC— + — iPN1C— + —1001-c- -------------------------------------- iPN1C— t—x—x—x—x—x—.—x—x--x—x—x—xr--x—z—x—x—x—x--x—z—x—x—.—x—x—. -------------------------------------- - R/W AGREEMENT 1. THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet ofround Resistance Rod Installed (Ohms) ATTENTION Fr�ROW AGREEMENT REFERENCE DWG's A05R182 A05R186 A05R187 A05R175 A05CK158 r- - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I J--------------------r----------------------- ----- MATCHLINE SEE DWG# A05R186 ----------------------------- TWNP:4s RNG-43 SEC:09 QTR: -- -- ---------J--- --- -- -----J AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES No [_] Survey/Stake? YES QX No ❑ Work with SMO? YES No QX DESIGNED BY M. BONNORONT g/A: BR ,imiff—I.F. cart. D�te —T.T.--GULFSTREAM KIP I DRAWN BY B. GREEN DATE 09/11/12 Tree Work? YES ❑X No E]Designer/Stake? YES E] No ❑X CT/Special Mtr? YES E:] No ❑X Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. M P tYES ❑X NO r_1Trench Feet Duct Bank Feet i ? N 00 Ln CD LiO a 0 w 1n Z J 2 U H- a op as ngUS MA BTWN PELICAN LN & GULFVIEW DR v - Date Ea CITY X DR. DIST. COUNTY AIR I STATE RD X FAA MAP NO. 0-0391 GULFSTREAM/PALLMBCH CNTY, FL All required ground rods Have been driven & verified to be ao= WMD RR X COUNTY RD. TRANSM. 40 DWG N0. A05R g 183 within FPL standards. Values are shown at all locations. Posted by Telephone Request? YES[8] Nab CAN 0 10 20 Request? Yes ❑X Nom ILr�IL`�-'JIII� FEET __AAAiad R, o F)OAd-Ai-da.A m a a U M o M 0 INACCESSIBLE ® 13KV E FUTURE 23KV ❑ 23KV ® SALT SPRAY ❑ NULL I I I I I I I I I I I I I I I I I I LOOP LOADING A B C 450 500 537 I I I I PROP. FPL EASEMENTI T-12 10'X10' FOR TX C100KVA(SS) 18567—it — 6-8105-6898-0-0' 18567-101 14 o I r� I 1 IUi MATCHLINE SEE DWG# A05R180 Lv r un - ---r -- ---r - - - - i I j un 0 ORAW AWIR60 TESI a A05R161 A05R177 I = I I Q � 1 I LU 1z I N I Ici+ w M I IM= m I Z I I I U a �fi I = 1 I GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR w wLLJ Q I I I I I I I I I I I I I I I I I I LOOP LOADING A B C 450 500 537 I I I I PROP. FPL EASEMENTI T-12 10'X10' FOR TX C100KVA(SS) 18567—it — 6-8105-6898-0-0' 18567-101 14 o I r� I 1 IUi T� L% #1111 N OCEAN BLVD 2i+ IM ' Q ORAW AWIR60 TESI A05R161 A05R177 I 114 Ift Q � 1 I o� . A05R166 A0513181A05R167 R/W AGREEMENT IMI m I THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED � I BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT, SHOULD THE LOCAL IIt S = 1 I GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR w wLLJ Q REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE Q O I MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE IZ I xIlU1 MV FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, L) A05BV2 A05R73 AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE ACCESS 1 8 + ml PIT I LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, 16 I PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR 6P ' rn 18 METERS EXCAVATION IN CLOSE LOOP LOADING A I B C 550 567 450 T� L% ED NG �5,5 'O I+00 ORAW AWIR60 TESI A05R161 A05R177 I A05R62 A05R1178 �ha= M� I+ I o� . A05R166 A0513181A05R167 A05R182 � U I 114 I � I A05R70 A05R185 A05R171 A05R186 I w wLLJ yI U 4 I Q A05R174 A05R189 z I xIlU1 MV A05BP30 A05CK158 L) A05BV2 A05R73 ACCESS 1 8 + ml PIT (Cm164') A05BP22 A05R149 I 2P 65' I* += 6PN6T2C A05R42 A05BP3 6P T-11 I IZt ^^ a1 o, 1 PROPOSED 10'X10' FPL A05CK1116 I I' 2 s EASEMENT 1 LIL------ -- ----i THIS DWG SUPERCEEDS DWG# A05BR50 LOOP LOADING A I B C 550 567 450 QUI 13.5 18567-8 REMOVE RISE P (C0 & REROUTE SVC 6pN60� 135 9) ABANDON 18566-93 CBL TO HH X p 6U59005 18567-7 L 6Pp6C� I I 6ppN6C� T-10 5' D 30-300KVA(120/208V) RADIAL 6-8105-7295-0-0 1 asss-1z 3m- 300KVA(120/208V)(SS)(DF)LOOP �I ❑ 8566-8 14 11 18567-6 I I I I I I I I PMTX & CAP BANK DETAIL #925 N OCEAN BLVD N.T.S PPID: 3552916 L J I 4 SETS 600 MCM CU L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- -------- — — — — — — — — — — — — — — — — — — — — — — — MATCHLINE SEE DWG# A051R185 0 4442448 1 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT AUTH N0. I N0. I DATE REVISION a 4J—ti UIL I UUt'T AJ -ti UIL I Ul YKIN I Easement? YES [2] No ❑ Survey/Stake? YES ❑X No ❑ Work with SMO? YES E] NO Q DESIGNED BY M. BONNORONT INoIsEe Emmon's SIgnatur— Tree Work? YES ❑X NO ❑ Designer/Stake? YES ❑ No ❑X CT/Special Mtr? YES[] NO ❑X DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material Map Posting? YES [K No E]than es shown on ROS. Trench Feet Duct Bank Feet DATE 09/11/12 9 uper�ieors Signatur. oat. Fa CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA MAP NO. 0-0391 All required ground rods Have been driven & verified to be air WMD RR XING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. Posted by Telephone Request? YES ❑X No ❑ CATV Request? vEs ❑X No FEET LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) FATTENTION ROW AGREEMENT REFERENCE DWG's A05R185 A05R180 A05R181 A05BR50 A05CK158 TWNP: 46 RING: 43 SEC: 09 QTR MIA: BR GULFSTREAM COUNTRY CLUB PRO SHOP US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R184 CONSTRUCTION NOTES — WR# 4442448 ED NG ORAW AWIR60 TESI A05R161 A05R177 A05R62 A05R1178 A05R163 A05R79 A05R164 A05R180 A05R166 A0513181A05R167 A05R182 A05R68 A05R183 A05R169 A05R184 A05R70 A05R185 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 Q A05R174 A05R189 A05R75 A05R190 A05BP30 A05CK158 A05BV2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 T-11 A05BR50 A05CK159 C50KIVA(SS A05CK1116 806-15— 96—-1 A05R15 UTILITY CONTACT LIST —9 CALL SUNSHINE 1-800-432-4770 QUI 13.5 18567-8 REMOVE RISE P (C0 & REROUTE SVC 6pN60� 135 9) ABANDON 18566-93 CBL TO HH X p 6U59005 18567-7 L 6Pp6C� I I 6ppN6C� T-10 5' D 30-300KVA(120/208V) RADIAL 6-8105-7295-0-0 1 asss-1z 3m- 300KVA(120/208V)(SS)(DF)LOOP �I ❑ 8566-8 14 11 18567-6 I I I I I I I I PMTX & CAP BANK DETAIL #925 N OCEAN BLVD N.T.S PPID: 3552916 L J I 4 SETS 600 MCM CU L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- -------- — — — — — — — — — — — — — — — — — — — — — — — MATCHLINE SEE DWG# A051R185 0 4442448 1 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT AUTH N0. I N0. I DATE REVISION a 4J—ti UIL I UUt'T AJ -ti UIL I Ul YKIN I Easement? YES [2] No ❑ Survey/Stake? YES ❑X No ❑ Work with SMO? YES E] NO Q DESIGNED BY M. BONNORONT INoIsEe Emmon's SIgnatur— Tree Work? YES ❑X NO ❑ Designer/Stake? YES ❑ No ❑X CT/Special Mtr? YES[] NO ❑X DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material Map Posting? YES [K No E]than es shown on ROS. Trench Feet Duct Bank Feet DATE 09/11/12 9 uper�ieors Signatur. oat. Fa CITY X DR. DIST. I COUNTY AIR I STATE RD X FAA MAP NO. 0-0391 All required ground rods Have been driven & verified to be air WMD RR XING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. Posted by Telephone Request? YES ❑X No ❑ CATV Request? vEs ❑X No FEET LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) FATTENTION ROW AGREEMENT REFERENCE DWG's A05R185 A05R180 A05R181 A05BR50 A05CK158 TWNP: 46 RING: 43 SEC: 09 QTR MIA: BR GULFSTREAM COUNTRY CLUB PRO SHOP US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R184 (0I 00 Of LO QI #1010 N OCEAN Z*- PPID: 405973 (DI in ACD7450 wl JINI wl ZI UI ~I gl I I J I x � a a I o I a 1n 0 — — — — — — — — — — — — — — — — — — L ------------------- (01 ------------------ of o N � a 30"HH 11 T1— � #4/0 PIT II 50'/3H © II I �a F ---------- I I\ SW#55072 Q ala ACD7401 ACD7403 RSR ON S QUAD � ITN 15.8 II 30"HH 2-4/0A QPX 1-100' PROPOSED FPL 10'x20' EASEMENT PROPOSED CONSTRUCTION NOTES - WR/4442448 ED A" 1I60NOT A05R161 A05R177 A05R162 A05R178 A05R163 A05R79 A05R164 A05R180 A05R166 A05R81 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05R85 A05R171 A05R186 A05R172 A05R187 A05R73 A05R188 A05R174 A05R89 A05R175 A05R190 ASBP30 A059V2 A05R73 A05BP71 A05R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6A05PB6 A058R50 g0 O PPID: 4059 C19 A5K1 OR1 TLTOTCI AL SNHN-0-3-70 om ACD7402 0 CEAN BLVD 66 I L pX, /1120 N B167KVA(SS)(LTG) C50KVA(SS)(PWR) 6-8105-6094-0-7 OPEN DELTA 118566-7 18566-6 18567-2 �aa11T<aa11T�zoII IIIllII III IlIIII�I I I l 5J81437 CJa ( ��� 5' PROP. FPL EASEMENT #1008 N OCEAN BLVD 8 PPID:405974 4M I F I -------- - N4Ja MATCHLINE SEE DWG# A05R189 n0 M 9. 2 ACD7448 #925 N OCEAN BLVD PROSHOP PPID: 405965 MATCHLINE R188 5 ----------------------------- � INACCESSIBLE I I I1. R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE ACCESS `- PIT 1-80' 50'/3H © 4 I��'� ---------- 1 4 - OA TPX --- SW#55072 Q DRAWN BY ACD7401 ACD7403 RSR ON S QUAD � 15.6 15.8 9. 2 ACD7448 #925 N OCEAN BLVD PROSHOP PPID: 405965 MATCHLINE R188 5 ----------------------------- � INACCESSIBLE I I I1. R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE ACCESS `- PIT 1-80' 50'/3H © 4 I��'� ---------- 1 4 - OA TPX --- SW#55072 Q DRAWN BY ACD7401 ACD7403 RSR ON S QUAD � 15.6 15.8 #1040 N OCEAN BLVD #1040 N OVEAN BLVD PPID: 405968 PUMP PPID: 405967 METER: ACD7400 (CANT FIND METER) #1040 N OCEAN BLVD PPID: 405969 I 10 I I 5' I I I "PARKING LOT" I I I 1 I N �❑� I I I I I I L—J I � OPEN DELTA DETAIL � N.T.S I I I - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - r - - - - - - - - - SEE DWG# A05 & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT RUTH NO. N0. DATE REVISION vP—sars .y"aura Dora CITY DR. DIST. COUNTY AIR STATE RD FAA �a All required ground rods Have ACCESS ACCESS ACCESS PIT 2_50' PIT 3-55' PIT 4-55' 2-4/OA TPX 3-4/OA TPX 4-4 OA TPX ACD7426 ACD7424 15.4 15.2 //1080 N OCEAN BLVD #1100 AN BLVD PPID: 405970 ® 13KV [:] FUTURE 23KV 0 23KV ® SALT SPRAY [:] co ACCESS PIT T-9 C50KVA(SS) 6-8105-6893-0-3 CK) 18ss7—s 8 18567-4 1#1,/OA X TP�_ 1-75' ACD7427 PROPOSED 2I #1101 N 10'X10' FPL OCEAN BLV EASEMENT PPID: 405975 ^ IN I� 'M .t I�t N I RSR TO BE INSTALLED I , I AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES L] No ❑ Survey/Stake? YES No ❑ Work with SMO? Yes❑ No ❑X I"'t'°r cert et�te �'9"°� Tree Work? YES E] No ❑ Designer/Stake? YES E] No ❑ CT/Special Mtr? YES E] No ❑ Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes `- ON WR#4442451 — �_ 50'/3H © 4 I��'� 3-900AMP 6-8105-6793-0-8 Q II SW#55072 Q DRAWN BY INSTALL 5" RSR ON S QUAD � 09/11/12 --- DCS UH -18.0.0, FIG 2_ ^ IN I� 'M .t I�t N I RSR TO BE INSTALLED I , I AS -BUILT COPY AS -BUILT CREW PRINT Easement? YES L] No ❑ Survey/Stake? YES No ❑ Work with SMO? Yes❑ No ❑X I"'t'°r cert et�te �'9"°� Tree Work? YES E] No ❑ Designer/Stake? YES E] No ❑ CT/Special Mtr? YES E] No ❑ Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes `- ON WR#4442451 IMZ 50'/3H © 4 I��'� 3-900AMP 6-8105-6793-0-8 Q II SW#55072 Q DRAWN BY INSTALL 5" RSR ON S QUAD � 09/11/12 --- DCS UH -18.0.0, FIG 2_ shown on ROS. Map Posting? YES ❑X No Trench Feet Duct Bank Feet ❑ 0 4442448 0 09/11/12 PULL FOR been driven & verified to be a� WMD RR RING COUNTY RD. TRANSM. within FPL standards. Values are shown at all locations. Posted by Telephone Request? YEs ❑ No ❑ CATV Request? YEs ❑ No ❑ AGREEMENT I I El NULL I I ATTENTION 1 E LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. MATCHLINE SEE DWG# A05R184 ATTENTION ' I ;a I I PLEASE PROVIDE STREET ADDRESSES z .- j FOR THIS AREA. ACCESS I �} PIT zf I i I 4 i Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) �1- I � '_4 PL PELICAN MAP N0. 0-0391 GULFSTREAM/PALM DESIGNED BY M. BONNORONT M/A: BR GULFSTREAM DRAWN BY B. BREEN DATE 09/11/12 I I i I I m I � I I j I I I REFERENCE DWG's A05R186 A05R182 � A05R189 A05CK158 I i A05R188 A05R184 I I A05R181 wl i TWNP: 46 RN G: 43 SEC: 09 QTR: PL PELICAN MAP N0. 0-0391 GULFSTREAM/PALM 0 10 20 40 DWG NO. A0585 FEET ,A,a.aaa9aaRl,�,A.nnaa- AIA BTWN US CAN LN & GULFVIEW DR BCH CNTY, FL R1 DESIGNED BY M. BONNORONT M/A: BR GULFSTREAM DRAWN BY B. BREEN DATE 09/11/12 AIA BTWN US CAN LN & GULFVIEW DR BCH CNTY, FL R1 MATCHLINE SEE DWG# A05R183 I I I I I I I I I I I I I I I #5 DRIFTWOOD LANDING RD PPID: 2996449 I I I I I I #4 DRIFTWOOD LANDING RD PPID: 405984 6EL8022 / I / I � I / 6EL4202 PROPOSED 2-4/a TPX 1O'X1D' FPL / 23,g EASEMENT , 30"HH 2-4/0 TPX 1 p0 T 5 30"HH I o }N I 4.6 I 1 I 1 I � l I I 1 > I lig I � I 1 I 1 I 1 I � I \ I 1 I I � I I I I I I I I I I I I I I I I I ^I �I �I O 40' ESMT QI :4kI UI or- ------------- ------ - wl wl cn I wl zl =1 UI H- I m al #11 DRIFTWOOD LANDING RD PPID: 329547657 Q I o I U a I o ACD7408 I I I � I � o I a I (----------------- M MATCHLINE SEE DWG# A05R190 o 8100KVA(SS) 18566-5 6-8105-5198-0-7 z4 1 (N.O.)_ 20' "-2-#4/0 A TPX 1-130' 18566 _ _' \ z � N I } DRIFTWOOD LANDING 2-#4/0 A TPX 1-80'-'__ IN 2" -+I+ --_1+4--- -----------------------------------------I II+ I I I� IN II I I I I� IN Z IN II I Ill n T�� I ^v IZ F,t6 DRIFTWOOD LANDING RD �N PPID: 405985 --------------------------------------------� — MATCHLINE SEE DWG# A05R189 I AS—BUILT COPY o I 1 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT I AUTH N0. I N0. I DATE REVISION I I I I ❑ I I I I I I MATCHLINE SEE DWG# A05R182 __ _ 0 INACCESSIBLE #9 DRIFTWOOD LANDING RD PPID: 3215415 25. TIE INTO EXISTING SVC / / \ 30" HH // 25 \-2-4/0 TPX IN 2" ACDO878 5.5 #10 DRIFTWOOD LANDING RD PPID: 405991 Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. upervisors Signa ure Date All requiredground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. 2s.1 REMOVE RISER CONSTRUCTION NOTES — WR# 4442448 13KV FUTURE 23KV I I I I I I I I I I I I I I Ll V) an � CD 3 I � W y W I Z I � I = I Q I � RE UIRED DRAWINGS li❑ II A05R160 NOTES 'l I A05R161 A05R177 I Ic A05R162 A05R178 Designer/Stake? YES NO ❑X ------------------- ------------ } DRIFTWOOD LANDING 2-#4/0 A TPX 1-80'-'__ IN 2" -+I+ --_1+4--- -----------------------------------------I II+ I I I� IN II I I I I� IN Z IN II I Ill n T�� I ^v IZ F,t6 DRIFTWOOD LANDING RD �N PPID: 405985 --------------------------------------------� — MATCHLINE SEE DWG# A05R189 I AS—BUILT COPY o I 1 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT I AUTH N0. I N0. I DATE REVISION I I I I ❑ I I I I I I MATCHLINE SEE DWG# A05R182 __ _ 0 INACCESSIBLE #9 DRIFTWOOD LANDING RD PPID: 3215415 25. TIE INTO EXISTING SVC / / \ 30" HH // 25 \-2-4/0 TPX IN 2" ACDO878 5.5 #10 DRIFTWOOD LANDING RD PPID: 405991 Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. upervisors Signa ure Date All requiredground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. 2s.1 REMOVE RISER CONSTRUCTION NOTES — WR# 4442448 13KV FUTURE 23KV I I I I I I I I I I I I I I Ll V) an � CD 3 I � W y W I Z I � I = I Q I � RE UIRED DRAWINGS YES No ❑ A05R160 NOTES Work with SMO? YESQ NO QX A05R161 A05R177 Tree Work? A05R162 A05R178 Designer/Stake? YES NO ❑X A05R163 A05R179 A05R164 A05R180 YES No ❑ A05R166 A05R181 Duct Bank Feet A05R167 A05R182 A05R168 A0513183 r-------------" AO5R169 A05R184 DR. DIST. COUNTY AIR A05R170 A05R185 FAA A05R171 A05R186 10' a- A05R172 A05R187 I ITRANSM. A0513173 A05R188 5 A05R174 A05R189 AO5R175 AO5R19D Telephone Request? YES [X No ❑ CATV Request? vEs ❑X No A05BP30 A05CK158 i o A05BV2 A05R73 ❑ A05BP71 A05R53 A05BP22 A0513149 1 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 PMTX & CAP BANK DETAIL A05CK116 AO5R115 N.T.S UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770L - - - - - - - - - - - - - -- R/W AGREEMENT 1. THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE Easement? YES No ❑ Survey/Stake? YES [K No Work with SMO? YESQ NO QX Tree Work? YES [X] NO ❑ Designer/Stake? YES NO ❑X CT/Special Mtr? YES E] NO ❑X Map Posting? YES No ❑ Trench Feet Duct Bank Feet `\\(� o �Q CITY X DR. DIST. COUNTY AIR STATE RD X FAA a- WMD IRR XING I COUNTY RD. ITRANSM. �p� Posted by Telephone Request? YES [X No ❑ CATV Request? vEs ❑X No II II II II II II I II II ❑ 23KV ® SALT SPRAY ❑ NULL ------------ DESIGNED BY M. BONNORONT DRAWN BY B. BREEN DATE 09/11/12 MAP NO. 0-0391 0 10 20 40 FEET LOCATION SKETCH N.T.S. The location and existence of any facilitie may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. [ -- ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION ROW AGREEMENT REFERENCE DWG's A051R185 A05R189 A051R182 A05CK158 A05R183 A05R187 A05R190 TWNP;46 RNG43 SEC: 09 QTR: MIA: BR GULFSTREAM US Al BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG No. A05R186 M A T C H L I N E S E E D W G # A 0 5 R 1 8 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 1 0 I I I �� �� Q' I I I I I I I I I P M T X & C A P B A N K D E T A I L N . T . S I I L - - I G O L F V / E W D R N O B S I T E Q 0 Q 2 V V l P E L I C A N L N L O C A T I O N S K E T C H N . T . S . T h e l o c a t i o n a n d e x i s t e n c e o f a n y f a c i l i t i e s m a y n o t b e r e l i e d u p o n b y t h e s u p p l i e r i n r e s p o n d i n g t o a b i d o r i n c o m p l y i n g w i t h a n y c o n t r a c t . S u p p l i e r i s r e s p o n s i b l e f o r e v a l u a t i n g s i t e c o n d i t i o n s b o t h a b o v e a n d b e l o w g r o u n d i n c l u d i n g u n d e r g r o u n d f a c i l i t y l o c a t i o n s . A T T E N T I O N P L E A S E P R O V I D E S T R E E T A D D R E S S E S F O R T H I S A R E A . a z G r o u n d R o d I n f o r m a t i o n o L o c a t i o n F e e t o f G r o u n d R e s i s t a n c e 0 R o d I n s t a l l e d ( O h m s ) a n N Y A T T E N T I O N R O W A G R E E M E N T a n 0 4 4 4 2 4 4 8 A S B U I L T A U T H N O . 3 C O N S T R U C T I O N N O T E S W R # 4 4 4 2 4 4 8 R E Q U I R E D D R A W I N G S A 0 5 R 1 6 0 ( N O T E S ) A 0 5 R 1 6 1 A 0 5 R 1 7 7 A 0 5 R 1 5 2 A 0 5 R 1 7 8 A 0 5 R 1 6 3 A 0 5 R 1 7 9 A 0 5 R 1 6 4 A 0 5 R 1 8 0 A 0 5 1 3 1 6 6 A 0 5 R 1 8 1 A 0 5 R 1 6 7 A 0 5 R 1 8 2 A O 5 R 1 6 8 A 0 5 R 1 8 3 A 0 5 R 1 6 9 A 0 5 R 1 8 4 A 0 5 R 1 7 0 A 0 5 R 1 8 5 A 0 5 R 1 7 1 A 0 5 R 1 8 6 A 0 5 R 1 7 2 A 0 5 R 1 8 7 A 0 5 R 1 7 3 A 0 5 R 1 8 8 A 0 5 R 1 7 4 A 0 5 R 1 8 9 A 0 5 R 1 7 5 A 0 5 R 1 9 0 A 0 5 B P 3 0 A 0 5 C K 1 5 8 A 0 5 B V 2 A 0 5 R 7 3 A 0 5 B P 7 1 A 0 5 R 5 3 A 0 5 B P 2 2 A 0 5 R 1 4 9 A 0 5 R 4 2 A 0 5 B P 3 A 0 5 C K 6 A 0 5 P B 5 A 0 5 B R 5 0 A 0 5 C K 1 5 9 A 0 5 C K 1 1 6 A 0 5 R 1 1 5 U T I L I T Y C O N T A C T L I S T C A L L S U N S H I N E 1 - 8 0 0 - 4 3 2 - 4 7 7 0 M A T C H L I N E S E E D W G # A 0 5 R 1 9 0 r 0 9 / 1 1 / 1 2 1 P U L L F D R & P R I C B L , I N S T A L L 4 - 2 W A Y V I S T A S W , 2 P O T H E A D S W I T C H E S & T X ' S T O S V C G U L F S T R E A M D A T E I R E V I S I O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N A C C E S S I B L E � 1 3 K V F U T U R E 2 3 K V I I I N I I I I # 8 D R I F T W O O D L A N D I N G R D I P P I D : 6 7 9 1 2 7 4 0 6 I I I I I I I I I I I I I I I I I I I I I I I E ] 2 3 K V � S A L T S P R A Y 6 E L 3 2 4 3 I N S T 3 0 - H H 3 , 5 2 # 4 / 0 A T P X 1 8 5 6 6 - 3 - - - - - R E M O V E R I S E R " " - - - - - - - - - - - - - - - - - - - - - - - - - - D & S E C C A B L E 1 - 1 6 0 ' I W A Y D U E T O S P E C I A L R E Q U E S T B Y T H E L O C A L G O V E R N M E N T A G E N C Y A N D A R E C O V E R E D 3 . 6 Y E S X Q' N o Q' P R O P O S E D 1 0 ' X 1 0 ' F P L 1 8 5 6 6 - 2 I F B Y S P E C I A L A G R E E M E N T W I T H T H E L O C A L G O V E R N M E N T . S H O U L D T H E L O C A L E A S E M E N T M . B O N N O R O N T , t r i s c e r t : 6 a F . e G O V E R N M E N T O R O T H E R R I G H T O F W A Y R E Q U I R E F P L T O R E L O C A T E , A D J U S T O R I N S T I - - I T A C D 7 4 1 0 T - 4 I N o I �� M O D I F I E D , U P G R A D E D , O R O T H E R W I S E A L T E R E D , T H E L O C A L G O V E R N M E N T S H A L L P R O V I D E B 1 0 0 K V A ( S S ) ��N n I # 3 D R I F T W O O D 6 - 8 1 0 5 - 4 4 9 8 - 0 - 9 A C D 7 4 1 1 L A N D I N G R D P P I D : 4 0 5 9 8 6 I M a t e r i a l c h a n g e s s h o w n o n R O S . 9 M a p P o s t i n g ? Y E S X Q' N o I + I L O C A L G O V E R N M E N T S H A L L A L S O R E I M B U R S E F P L F O R A N Y C O S T S T O L O C A T E , E X P O S E , # 1 D R I F T W O O D L A N D I N G R D D A T E I N P P I D : 4 0 5 9 9 2 N I N E C I T Y X D R . D I S T . I C O U N T Y A I R I S T A T E R D X E X C A V A T I O N I N C L O S E I I l I I I I I M A P N O . 0 - 0 3 9 1 A l l e q u i r e d g r o u n d r o d s H a v e b e e n d r i v e n & v e r i f i e d t o b e I N �� �� w a �� W M D R R X I N G C O U N T Y R D . T R A N S M . z o 0 1 0 2 0 4 0 I N I I I �� P P I D : 4 0 5 9 8 2 I 1 1 I T ( ������F I I �� E A C D 7 3 6 0 / T e l e p h o n e R e q u e s t ? r e s M N o d C A N R e q u e s t ? r e s Q'X N o m I L E ����I L \ I �� A 0 5 R 1 8 3 N / _ j A 0 5 R 1 8 6 T A 0 5 C K 1 5 8 I I / I U z a T W N P : 4 6 L R I N G : 4 L S E C : 0 9 Q T R : I N D R I F T W O O D L A N D I N G C i D 3 5 ' 2 P N 2 C - - - - - - - - - - - - - - - - - - - - - - Q' N U L L I I I I I I I I I I # 4 D R I F T W O O D L A N D I N G R D I P P I D : 4 0 5 9 8 4 I I I I I I I J I �� I I I I I # # = _ 4 / Q T P X R / W A G R E E M E N T - - - - - z ��v 1 . T H E U N D E R G R O U N D F A C I L I T I E S A N D A S S O C I A T E D E Q U I P M E N T A R E I N T H E R I G H T O F E 4 S B U I L T C O P Y W A Y D U E T O S P E C I A L R E Q U E S T B Y T H E L O C A L G O V E R N M E N T A G E N C Y A N D A R E C O V E R E D E a s e m e n t ? Y E S X Q' N o Q' S u r v e y / S t a k e ? Y E S Q N o Q' I F B Y S P E C I A L A G R E E M E N T W I T H T H E L O C A L G O V E R N M E N T . S H O U L D T H E L O C A L D E S I G N E D B Y M . B O N N O R O N T , t r i s c e r t : 6 a F . e G O V E R N M E N T O R O T H E R R I G H T O F W A Y R E Q U I R E F P L T O R E L O C A T E , A D J U S T O R T r e e W o r k ? - - I T R E A R R A N G E A N Y O F T H E S E F A C I L I T I E S , A S T H E Y M A Y E X I S T I N I T I A L L Y O R L A T E R B E Y E S E : ] N o Q X o I �� M O D I F I E D , U P G R A D E D , O R O T H E R W I S E A L T E R E D , T H E L O C A L G O V E R N M E N T S H A L L P R O V I D E J o b C E R T I F I E D C O M P L E T E D a s s h o w n o n t h i s A S B U I L T p r i n t . n I F P L W I T H A S U B S T I T U T E L O C A T I O N , I N C L U D I N G A N Y E A S E M E N T S T H A T M A Y B E N E C E S S A R Y , m A N D P A Y A N Y C O S T S F O R T H E R E L O C A T I O N , A D J U S T M E N T , O R R E A R R A N G E M E N T . T H E M a t e r i a l c h a n g e s s h o w n o n R O S . 9 M a p P o s t i n g ? Y E S X Q' N o a L O C A L G O V E R N M E N T S H A L L A L S O R E I M B U R S E F P L F O R A N Y C O S T S T O L O C A T E , E X P O S E , D A T E I N P R O T E C T O R S U P P O R T T H E F A C I L I T I E S . I N T H E E V E N T O F F U T U R E C O N S T R U C T I O N O R E C I T Y X D R . D I S T . I C O U N T Y A I R I S T A T E R D X E X C A V A T I O N I N C L O S E M A P N O . 0 - 0 3 9 1 A l l e q u i r e d g r o u n d r o d s H a v e b e e n d r i v e n & v e r i f i e d t o b e a �� W M D R R X I N G C O U N T Y R D . T R A N S M . # 2 D R I F T W O O D L A N D I N G R D R E F E R E N C E D W G ' s 0 1 0 2 0 4 0 w i t h i n F P L s t a n d a r d s . V a l u e s a r e s h o w n a t a l l l o c a t i o n s . P P I D : 4 0 5 9 8 2 1 + I ( ������F I E A C D 7 3 6 0 A 0 5 R 1 9 0 T e l e p h o n e R e q u e s t ? r e s M N o d C A N R e q u e s t ? r e s Q'X N o m I L E ����I L \ I �� A 0 5 R 1 8 3 N _ j A 0 5 R 1 8 6 j a A 0 5 C K 1 5 8 I I # 5 5 5 P E L I C A N L N A C D 7 3 6 2 T W N P : 4 6 L R I N G : 4 L S E C : 0 9 Q T R : I - - - - - - - - - - - - - - - - - - P P I D : 4 0 5 9 8 1 - - - - - - - - - E 4 S B U I L T C O P Y A S B U I L T C R E W P R I N T E a s e m e n t ? Y E S X Q' N o Q' S u r v e y / S t a k e ? Y E S Q N o Q' W o r k w i t h S M O ? Y E S Q' N o X D E S I G N E D B Y M . B O N N O R O N T , t r i s c e r t : 6 a F . e T r e e W o r k ? Y E s X Q' N o E ] D e s i g n e r / S t a k e ? Y E S [ : ] N o X Q' C T / S p e c i a l M t r ? Y E S E : ] N o Q X D R A W N B Y B . B R E E N J o b C E R T I F I E D C O M P L E T E D a s s h o w n o n t h i s A S B U I L T p r i n t . M a t e r i a l c h a n g e s s h o w n o n R O S . 9 M a p P o s t i n g ? Y E S X Q' N o T r e n c h F e e t D u c t B a n k F e e t D A T E 0 9 / 1 1 / 1 2 S v r e D a t e E C I T Y X D R . D I S T . I C O U N T Y A I R I S T A T E R D X F A A M A P N O . 0 - 0 3 9 1 A l l e q u i r e d g r o u n d r o d s H a v e b e e n d r i v e n & v e r i f i e d t o b e a �� W M D R R X I N G C O U N T Y R D . T R A N S M . 0 1 0 2 0 4 0 w i t h i n F P L s t a n d a r d s . V a l u e s a r e s h o w n a t a l l l o c a t i o n s . ( ������F I E P o s t e d b y T e l e p h o n e R e q u e s t ? r e s M N o d C A N R e q u e s t ? r e s Q'X N o m I L E ����I L \ I �� F E E T 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - + - - - - - - - - - - - - - + I I 4 0 ' E S M T I I I I ( I I I I I I I I 1 - - - - - - - - - - - - - J N / a : B R G U L F S T R E A M W t o N 0 Q L U U ' 3 L d N L 0 z J 2 U F Q U S A I A B T W N P E L I C A N L N & G U L F V I E W D R G U L F S T R E A M / P A L M B C H C N T Y , F L W G N O . A 0 5 R 1 8 7 MATCHLINE SEE DWG# A05R185 --------- rf----f— --I—r------TT----- ----------I—I— rr----T:1------- ------------ ----------------------_— I I AO5R162 A05R163 A05R178 A05RI79 Ground Rod Information A05R164 a I 5' PROP. FPL a EASEMENT Location Feet of Ground Resistance A05R166 A05RI81 I A05R167 A05Ri82 A05R168 A05R183 _ T. lot 45' I (BCO 497) 370' A05R170 485 H.H. I om_ 5.5 i i z — 3PN3C- -t- — 3P 3 - -t --_—__—_____—_ — 3PN3C- + — 3PN C- -t- — 3PN3C- + — 3PN3C- + —3P -+- — 3PN3C- + — 3PN3C- + — 3PN3C- + — 3PN3C- + — 3PN3C- + — 3PN3C- A05R172 A05R187 STASTA. L - - 496+00 - - - _ 497+00 STA. - - - 498+00 - STA. - _ - 499+00 - - - A05R189 PELICAN LN �l AO5R175 A05R190 n A05CK158 F F O I 0 n 4442448 a I ASBUILT I AUTH NO CONSTRUCTION NOTES - WR# 4442448 RE UIRED DRAWINGS A05R160 NOTES A05R161 A05R177 AO5R162 A05R163 A05R178 A05RI79 Ground Rod Information A05R164 A05R180 Location Feet of Ground Resistance A05R166 A05RI81 Rod Installed (Ohms) A05R167 A05Ri82 A05R168 A05R183 A05R16g A05R184 A05R170 AO5RI85 A05R171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 AO5R175 A05R190 A05BP30 A05CK158 A05BV2 AO5R73 AO5BP71 A05R53ATTENTION A05BP22 A05R149 A05R42 A059P3 71�_Ow A G R E E M E N T A05CK6 AO5P86 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 GEORGE BUSH BLVD The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION PLEASE PROVIDE STREET ADDRESSES FOR THIS AREA. I R/W AGREEMENT 1. THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED i BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE ' FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION fN CLOSE ❑ INACCESSIBLE ® 13KV ❑ FUTURE 23KV 0 23KV ® SALT SPRAY ❑ NULL AJ -b UILI UUF'T AJ -ti UILI LKtW rKIN l Easement? YES [Z] NO ❑ Survey/Stake? YESO NO ❑ I Work with SMO? YES L] NO Q DESIGNED BY M. BONNORONT nn"far C.rf_aFIgn.funa ate Tree Work? YES E] NO ❑ Designer/Stake? YES E] No ❑X CT/Special Mtr? YES E] NO ❑X DRAWN BY B. BREEN Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. Trench Feet Duct Bank Feet DATE 09/11/12 9 Map Posting? YES X❑ NO E] uperwlsars Signature Oote tzo. CITY X DR. DIST. COUNTY AIR STATE RD X FAA MAP NO. 0-0391 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM All required ground rods Have been driven & verified to be aa' WMD RR XING COUNTY RD. TRANSM. 0 10 20 40 within FPL standards. Values are shown at all locations. p DATE REVISION Foreman s Signature — a� Posted by Telephone Request? YES[Z] No ❑ CATV Request? ves ❑X No ❑ FEE. TWNP:46 RNG: 43 SEC: 09 QTR: N/A: BR GULFSTREAM US A1A BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R188 U M s 18565-5 Z I A " 18565-4 1 J J 24"HH _ 30 HH � �Q <i a\° i^ 18 oaf 140' I BOX sPL STA. PELICAN LN s a C– –F" — Rl —4PN4C– +—4PN4C– +—4PN4C– – 494+00– – – – 4.5 495+00 – 180' 18565-3 I 18565-2 (80245') I ! a I 10'X10' FPL– EASEMENT MATCHLINE SEE DWG# A05R186 I INACCESSIBLE 13KV FUTURE 23KV F---- _____ ----------- --------- ZD "a ---------------- – – – ---I------------ --------- REMOVE RISER ------------------------ &REROUTE SVC – – -----------,-------1 OI Os 7�g /O 3' --I #6 DRIFTWOOD LANDING RD #12 DRIFTWOOD LANDING RDF 'O CBL TO HH MATCH LINE SEE #1008 N OCEAN BLVD PROPOSED 10'X10' DWG A05R185 Tpk ,-, 1,AIpTPX PPID: 405985 iv 48"SPL PPID: 405990 HTq� FPL EASEMENT uT 0 I I� A5' Box m4KVA(SS) 0 z T-6 AlA10 �x�- ACD7455 3o"HH - 6-8105-5492-0-0 #2525 PELICAN LANDING ----------------------- -- -------------n.5 x—.—.—.—.—x—= 18565-8 I '7 1 565-9 (N.O.) I ~ -'—o ---------- –-------- ------------ --------------- ---J --------- ----- -- -- -- -- ---- --�- Sra 0P 3C– — – — – — C– 2 — – — – — – N3PN3C + 3PN3C + 3PN3 + 3PN3C + 3PN3C + 3PN3CREMOVE rA037') #998 PELICAN LANDING RISER & REROUTE Sra ACCESS PELICAN LN PPID: 405978 wl 'tia j SVC CBLTO HH – – – as a PIT– 49 a – – – 49� a (30670') 18565-5 Z I A " 18565-4 1 J J 24"HH _ 30 HH � �Q <i a\° i^ 18 oaf 140' I BOX sPL STA. PELICAN LN s a C– –F" — Rl —4PN4C– +—4PN4C– +—4PN4C– – 494+00– – – – 4.5 495+00 – 180' 18565-3 I 18565-2 (80245') I ! a I 10'X10' FPL– EASEMENT 30"HH I T-2 I 450 467 350 A100KVA(SS) PROPOSED I 6-8105-4891-0-0 10'x10' FPL x 1 I C1 EASEMENT a 0 0 N I Z T-1 0 0.X A50KVA(SS) v I^ z 6-8105-5191-0-6 1 ACD7455 ACD7291 #2525 PELICAN LANDING 17.8 3.5 ci #996 PELICAN LANDING ACD7289 PPID: 405980 #998 PELICAN LANDING "R/ n 7� 0 PPID: 405978 PPID: 405976 1-65 REMOVE & CBL R/W AGREEMENT .. THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE CONSTRUCTION NOTES – WR# 4442448 RE UIRED DRAWINGS AOSR160 NOTES A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A05R180 A05R166 A05R181 A05R167 A05R182 A05R168 A05RI83 A05R169 A05R184 A05R170 A0513185 A0513171 A05R186 A05R172 A05R187 A05R173 A05R188 A05R174 A05R189 A05R175 A05R190 A05BP30 A05CK158 A05BV2 A051373 A05BP71 A05R53 A05BP22 A0513149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 r I I 10 I I I I I El I I I I I I I I PMTX & CAP BANK DETAIL I N.T.S I I I L ----------------J REMOVE RISER & REROUTE SVC I A B C CBL TO HH 450 467 350 I POLE TO BE INSTALLED I I m �II ON WR#4442451 I C1 N I Z #998 PELICAN LANDING z PPID: 405977 17 7 ACD 290 xx a II �- ACD7291 818566-1 5" U–GRD ON W QUAD B-100 AMP FS ® 65"K" 3.5 ci INSTALL 1-5" U–GUARD B -RADIAL -1 #998 PELICAN LANDING "R/ n 7� 0 6EL0759 PPID: 405976 1-65 REMOVE & CBL �s. o o 30"HH I 3.1 ' u M RISER REROUTE SVC TO HH I o I 1 4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2–POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM ASBUILT I AUTH N0. I No. I DATE REVISION #824 ANDREWS AVE PPID: 464453222 # I I I LOOP LOADING I A B C 450 467 350 POLE TO BE INSTALLED I AlE WORKED ON WR#4442451 I� M 'z la M ACCESS PITO � L Job CERTIFIED COMPLETED as shown on this AS–BUILT print. Material changes shown on ROS. uperAi . Signa ure Date All requiredground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. I I 1 I I I I I I I I I I I 00 I 0 IL0 0 a I I � 0 I I� I Io I I I Iw I N I I I IZ _-- _-_ J IU H -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ❑ 23KV ® SALT SPRAY ❑ NULL LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION F[F'.-11' LPROVIDE STREET ADDRESSES HIS AREA. I—_ --__ _ __-- ---- I I I 350 Gu 45'/GJ I —3 B-100AMP FS 0 65"K" 40' 2" U–GRD ON WEST QUAD Z 50'/3H J GEORGE BUSH BLVD A18565-1 C1' 3-100 AMP FS ® 80"K" 818566-1 5" U–GRD ON W QUAD B-100 AMP FS ® 65"K" 018567-1 2" U–GRD ON E QUAD INSTALL 1-5" U–GUARD B -RADIAL -1 ON W. QUAD FRAME SIM TO FUSE 30 @ 80 "K" DCS UH -20.0.0 6-8105-5585-0-1 — _ ___—__------ Easement? YES No ❑ Survey/Stake? YES [K No ❑ Work with SMO? YES[j No QX DESIGNED BY M. BONNORONT Tree Work? YES [X] NO ❑ Designer/Stake? YES L] NO ❑X CT/Special Mtr? YES E] NO ❑X DRAWN BY B. BREEN Map Posting? YES ❑X No ❑ Trench Feet Duct Bank Feet DATE 09/11/12 MAP NO. 0-0391 ¢Q CITY X I DR. DIST. COUNTY AIR I STATE RD X FAA o_� WMD IRR XING I COUNTY RD. ITRANSM.0 10 20 40 [X E]Posted by Telephone Request? YES No CATV Request? YES ❑X NO ❑ FEET Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) ATTENTION FRAGREEMENT REFERENCE DWG's A05R188 A05R185 A05R186 A05R190 A05CK158 TWNP;46 RNG43 SEC: 09 QTR: MIA: BR GULFSTREAM US Al BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R189 11 �I r( I MATCHLINE SEE DWG# A05R187 R/W AGREEMENT THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY, AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE, PROTECT ORSUPPORT THE FACILITIES, IN THE EVENT OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE 0 4442448 1 0 09/11/12 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2—POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM d � ASBUILT I AUTH N0. I N0. 1 DATE REVISION r -- I I I D I I I I I I I I I PMTX & CAP BANK DETAIL N.T.S I I L ----------------J Job CERTIFIED COMPLETED as shown on this AS—BUILT print. Material changes shown on ROS. u—S perwsorsi�gn.t— Date All required ground rods Have been driven & verified to be within FPL standards. Values are shown at all locations. INACCESSIBLE ® 13KV FUTURE 23KV 0 23KV ® SALT SPRAY ❑ NULL GOLFVIEW OR I 33~j j MATCHLINE SEE DWG# A05R186 rr—I--------------L----------------- -- I l li,i #111 DRIFTWOOD LANDING RD � I r"CL/LAIV LIV — gg9�00 CONSTRUCTION NOTES — WR# 4442448 "ER" UIRED D NGS AO5R160(NOTES A05R161 A05R177 A05R162 A05R178 A05R163 A05R179 A05R164 A0513180 A05R166 AO5R181 A05R167 A05R182 A05R168 A05R183 A05R169 A05R184 A05R170 A05R185 A05R171 A05R186 A05R172 A051R187 A05R173 A05R188 A05R174 A05R189 A05R175 A0513190 A058P30 ,05-1158 A058V2 A05R73 A05BP71 AO5R53 A05BP22 A05R149 A05R42 A05BP3 A05CK6 A05PB6 A05BR50 A05CK159 A05CK116 A05R115 UTILITY CONTACT LIST CALL SUNSHINE 1-800-432-4770 Easement? YES FX] NO ❑ Survey/Stake? YESX❑ NO ❑ Work with SMO? YES E] NO ❑X Tree Work? YES FX] NO ❑ Designer/Stake? YES E] No ❑X CT/Special Mtr? YES E] NO ❑X Map Posting? YESX❑ NO ❑ Trench Feet Duct Bank Feet -a CITY X DR. DIST. COUNTY AIR I STATE RD X FAA a WMD IRR RING I COUNTY RD. ITRANSM, Posted by Telephone Request? YES ❑X NO ❑ CATV Request? vEs ❑X No ❑ P' 00 I. N OB SIT Q mQ W C.1 J O� PELICAN LN LOCATION SKETCH N.T.S. The location and existence of any facilities may not be relied upon by the supplier in responding to a bid or in complying with any contract. Supplier is responsible for evaluating site conditions both above and below ground including underground facility locations. ATTENTION F[-- EASEPROVIE SOR THIS AREA. DESIGNED BY M. BONNORONT DRAWN BY B. BREEN DATE 09/11/12 MAP NO. 0-0391 0 10 20 40 FEET Ground Rod Information Location Feet of Ground Resistance Rod Installed (Ohms) EROW ATTENTION AGREEMENT REFERENCE DWG's A05R189 A05R186 A05R187 A05CK158 TWNP:46 RNG: 43 SEC: 09 QTR: M/A: BR GULFSTREAM US AIA BTWN PELICAN LN & GULFVIEW DR GULFSTREAM/PALM BCH CNTY, FL WG NO. A05R190 'LU I UA I E: 12/4 D Cl) C r U12 PLOT TIME: 12:b9:12 PM CAU NAME: MCR D 3N 5� �. N ((D ra N 19 00 C o a� a C � a0 o 0- < < co m(D i ADDITIONAL CONSTRUCTION NOTES: 1. FPL PRIMARY LATERAL CABLE IS 1 CC#1 /OA-13KV—XPE IN 2" CONDUIT WITH 36" MINIMUM COVER. THE NUMBER OF PHASES IN EACH RUN VARIES AS SHOWN ON THE DRAWINGS. 2. CONTRACTOR TO INSTALL ALL FPL CONDUIT, CABLE, AND EQUIPMENT FOR COMPLETE UNDERGROUND SYSTEM INSTALLATION. CONTRACTOR TO INSTALL COMCAST AND AT&T CONDUITS WITH END CAPS AND PULL STRINGS. CONTRACTOR TO INSTALL AT&T PULL BOXES. SERVICE CONDUITS TO BE MARKED WITH SERVICE ADDRESS AT PEDESTAL LOCATIONS AND PULL BOXES. 3. CONTRACTOR TO CONVERT OVERHEAD FPL SERVICES TO UNDERGROUND SERVICES INCLUDING PERMITS AND ROOF REPAIR AS NEEDED. WHERE THE EXISTING FPL SERVICE IS OVERHEAD, THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED ELECTRICIAN AND ROOFING REPAIRMAN TO REMOVE THE OLD METER CAN AND WEATHERHEAD, AND REPAIR THE ROOF TO MATCH EXISTING. CONTRACTOR SHALL HAVE A NEW UNDERGROUND METER ENCLOSURE INSTALLED TO ACCOMODATE THE NEW UNDERGROUND SERVICE. SUCH CONVERSIONS WILL INCLUDE REPLACING METER ENCLOSURES, REMOVING WEATHERHEADS, AND REPAIRING ROOFS TO MATCH EXISTING. ALL INDIVIDUAL CONVERSION PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEGINNING WORK OR PURCHASING MATERIALS. 4. UNLESS NOTED OTHERWISE, FPL SECONDARY/SERVICES RUNS ARE #4/OAL—TPX IN 2" CONDUIT WITH 24" MINIMUM COVER. INDIVIDUAL FPL SECONDARY RUNS SHALL BE PROVIDED TO ALL SERVICE HANDHOLES AS NEEDED TO MATCH THE NUMBER OF SERVICES EXTENDING OUT FROM EACH SERVICE HANDHOLE. 5. COMCAST AND AT&T SERVICE CONDUITS ARE SCHEDULE 40 PVC OR HDPE 1" NOMINAL DIAMETER MINIMUM WITH 24" MINIMUM COVER. 6. COMCAST CONDUITS SHALL BE COLORED ORANGE AND AT&T CONDUITS SHALL BE COLORED GRAY TO CLEARLY INDICATE WHICH UTILITY THEY ARE FOR. 7. COMCAST CONDUIT RUNS FROM PEDESTAL LOCATION TO PEDESTAL LOCATION ARE 2-2" SCHEDULE 40 PVC OR HDPE WITH 24" MINIMUM COVER. 8. AT&T CONDUIT RUNS FROM PULL BOX TO PULL BOX ARE 2-4" OR 1-4" SCHEDULE 40 PVC OR HDPE WITH 24" MINIMUM COVER. 9. AT&T PULL BOXES ARE 30"X48"X24"DEEP AND WITH COVERS MARKED AS "TEL". CONDUITS ENTERING FROM THE BOTTOM SHALL HAVE 45 DEGREE BENDS. CONDUITS ENTERING THRU THE SIDE WALLS MAY ENTER WITHOUT BENDS. 10. REQUIREMENTS AS INDICATED IN THE RFP/CONTRACT ARE INCLUDED AS PART OF THESE SPECIFICATIONS. ALL DETAILS NECESSARY TO COMPLETE THIS WORK ARE NOT SHOWN ON THESE DRAWINGS. CONTRACTOR MUST VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING. 11. CONTRACTOR TO INSTALL FACILITIES TO THE SATISFACTION OF THE RESPECTIVE UTILITIES AND THE ENGINEER. FPL FACILITIES SHALL COMPLY WITH FPL DISTRIBUTION CONSTRUCTION STANDARDS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED LANDSCAPING AND/OR HARDSCAPING HE DAMAGES. ADDITIONAL SCREENING LANDSCAPING AND CONCRETE CURBING IS NOT PART OF THIS CONTRACT AND SHALL BE INSTALLED BY OTHERS AS REQUIRED. 13. ALL NEW UNDERGROUND SERVICES TO BE RUN TO THE FPL METER LOCATIONS. AT&T SERVICES ARE TO BE CONTINUOUS RUNS FROM THE METER LOCATION TO THE AT&T SPLICE BOX. COMCAST SERVICES ARE TO BE CONTINUOUS RUNS FROM THE METER LOCATION TO THE PEDESTAL LOCATION. 14. WHERE EXISTING AT&T SERVICES OR COMCAST SERVICES ARE UNDERGROUND AND TERMINATE AT A POINT ALONG THE RESPECTIVE UTILITIE'S UNDERGROUND ROUTE, THE EXISTING COUDUIT AND SERVICE WILL BE RETAINED AND USED WHERE POSSIBLE. OVERHEAD AT&T AND COMCAST SERVICES WILL BE REPLACED WITH A NEW SERVICE FROM THE METER LOCATION TO THE RESPECTIVE UTILITIE'S UNDERGROUND SPLICE BOX/PEDESTAL PER THE PLANS. Specifications and Notes REVISIONS BY Z UW1W- U) zaZQoz} `ooWaz = p J U W m Naa0 w WO "1O W H 0 2 m a W ozp=oma a = �?-z��mWaao��� m � p Z p U l} W U=~ U X p Z~ Q Z Q H W O H W Z 0 O pf J Q F- IT: U1 W W J n = Z U> O x ofL = o z g W Z 0 to W_ W x W WN O_O=I-Z a H p W W U M W} wt-a Zow 3 30a W =2Q=3pp>- O o o m � 3� F O Q u- M a N 0 .pw; •� M N �! o ,pm o w 00 ,*j LO �tiD� o 00 .� o Q o' o J z LL- 0 U5:iaf ,�/ Q L`' w > w zV) o V) U o CA LL- J Z � OLL- 0 C� o' Cn 0 o z o Z � z a � � o o � o Q W 0 o' > o o a 0 J Q w 0 0 0 N z w E-� �zZwo WCDQzo � �L o O o� � o < ID �V) zOzID O % \ LT. J o owCn =� �w �� wQOf� F- V)z 000wz =zOfZD=o Q d m F-- U Q)113 Baa a o Qz a� QS c 4z C) Z a"20, � Q) Q-" Q v .� � 0)Q) i 21 212QQi Q> N S:ocaaia'�zQ) zu �QcozI- -Q Q) a° �m Q) Z3 = � c m m m Q) ° Q is Q m .�3) m o o n m co W o co Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet FDw I Of 27 Sheets FPL PADMOUNT TRANSFORMER LANDSCAPING CLEARANCES INSTALL PULLSTRINGS & SEAL CONDUIT ENDS. GRADE CONDUIT MIN. COVER FPL SECONDARY- 30" TELEPHONE- 24" CABLE TV- 24" COUNTY TRAFFIC- 30" SERVICE SPLICE/PULL BOX INSTALLATION UTILITY POLE CONDUIT INSTALLATION RISER POLE DETAIL SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STYLE TRANSFORMER TRANSFORMER FRONT VIEW FRONT VIEW GRADE [. FPL SECONDARY CONNECTOR _/ PRIMARY Gj OPEN DELTA INSTALLATION TYPE "OD" 80" SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STYLE TRANSFORMER TRANSFORMER 3" MAX LHI LEGPRI PRI SEC TIE 29„ 6" FRONT 10, TOP OF CONDUIT TO BE FLUSH WITH TOP OF PAD. GRADE MUST BE WITHIN 6" OF FINAL GRADE 7 GRADE 26"--� I SERVICE PRIMARY GRADE SINGLE PHASE LOW STYLE TRANSFORMER FRONT VIEW GRADE MUST BE WITHIN 6" OF FINAL GRADE GRADE TOP OF CONDUIT TO BE FLUSH WITH TOP OF PAD. SINGLE PHASE INSTALLATION TYPE "A" 48" —1 SINGLE PHASE LOW STYLE TRANSFORMER ;n 6" MAX 3" KAAV1 LO SEC I # PRI �-- 32" FRONT SINGLE PHASE REGULAR STYLE TRANSFORMER GRADE MUST BE WITHIN 6" OF FINAL GRADE GRADE FRONT VIEW TOP OF CONDUIT TO BE FLUSH WITH TOP OF PAD. PRIMARY CABLE AREA SECONDARY AREA . 48" PRECAST CONCRETE PAD Ln 15" 14" � is 111 0) uu FRONT PLAN VIEW SINGLE PHASE REGULAR STYLE TRANSFORMER PAD GRADE NOTE. CONTRACTOR TO UTILIZE FPL CONDUIT TEMPLATES AS NECESSARY. CONTRACTOR TO VERIFY CONDUIT TERMINATION LOCATIONS WITH FPL INSPECTOR PRIOR TO INSTALLING. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT FPL DISTRIBUTION CONSTRUCTION STANDARDS. CONDUIT MIN. COVER FPL PRIMARY- 36" FPL SECONDARY- 30" TELEPHONE- 24" CABLE TV- 24" COUNTY TRAFFIC- 30" - - c ly INSTALL MARKER IN A - - HORIZONTAL LEVEL POSITION. - - 1 . 24" MAX. COVER OVER ECM - - - MINIMUM CONDUIT COVER PRIMARY- 36" -0 , SECONDARY- 24" 0TELEPHONE- 24" CAP CONDUIT ENDS ELECTRONIC CABLE MARKER INSTALLATION DETAIL INSTALL PULLSTRINGS & SEAL CONDUIT ENDS. GRADE LARGE SPLICE/PULL BOX INSTALLATION ABOVE GRADE S&C VISTA 4 WAY SWITCH ( 2 FDR - 2 FUSED LAT ) DCS 2010 C-46 (MAY 2013) 72" 71 ju o 0 10npa) a 0 0 0 GRADEI'-..'-.,' FUSED FUSED FEEDER FEEDER 68" 79" - TERMINATION SIDE (FRONT VIEW) SEE MANUFACTURER SPECIFICATIONS FOR CONDUIT ENTRY CONFIGURATION ABOVE GRADE S&C VISTA 4 WAY SWITCH ( 2 FDR - 2 FUSED LAT ) DCS 2010 C-46 (MAY 2013) 73" SWITCH HANDLES F,77] 1-23" E 55" 77" SIDE VIEW SEE MANUFACTURER SPECIFICATIONS FOR CONDUIT ENTRY CONFIGURATION THREE PHASE LOOP TRANSFORMER 150KVA THRU 500KVA FRONT VIEW PRIMARY CABLE AREA SECONDARY AREA 80" PRECAST CONCRETE o PAD r GRADE MUST BE WITHIN 6" OF FINAL GRADE GRADE TOP OF CONDUIT TO BE FLUSH WITH TOP OF PAD. 9 C ® 2 9" FRONT PLAN VIEW THREE PHASE LOOP TRANSFORMER PAD 15 KV CAPACITOR BANK DCS 2010 J-4.0.5 0 0 EA 0 L LI 0 0 0 C OU � Z H Z I :3: 0 0 0 0 LJJ 0 v BE WITHIN U) z 0fW a 0} W o O w x w zTzm�waz 6" OF FINAL ABOVE GRADE S&C VISTA 4 WAY SWITCH ( 2 FDR - 2 FUSED LAT ) DCS 2010 C-46 (MAY 2013) 73" SWITCH HANDLES F,77] 1-23" E 55" 77" SIDE VIEW SEE MANUFACTURER SPECIFICATIONS FOR CONDUIT ENTRY CONFIGURATION THREE PHASE LOOP TRANSFORMER 150KVA THRU 500KVA FRONT VIEW PRIMARY CABLE AREA SECONDARY AREA 80" PRECAST CONCRETE o PAD r GRADE MUST BE WITHIN 6" OF FINAL GRADE GRADE TOP OF CONDUIT TO BE FLUSH WITH TOP OF PAD. 9 C ® 2 9" FRONT PLAN VIEW THREE PHASE LOOP TRANSFORMER PAD 15 KV CAPACITOR BANK DCS 2010 J-4.0.5 66" 0 0 0 N GRADE MUST Z Q W =a' UWH � w w� O � BE WITHIN U) z 0fW a 0} W o O w x w zTzm�waz 6" OF FINAL Vl O Z N= U p p~ a= U m GRADE GRADE - GRADE FRONT VIEW TOP OF CONDUIT ¢I- W SZU>0�0=oza W Z(n cnw_x�WWn TO BE FLUSH W OU(W/1afof W 30a W=2¢=300} o WITH TOP OF 0 0 0 0 3 M F O Q W m z U 92" (7'-8") PRECAST 00 CONCRETE ? 00 CAPACITOR BANK •� PAD N rn " co •N W co RIMARY CABLE AREA V ct 48" 22" `n 22" L O CO 00 •� � FRONT PLAN VIEW Equipment Details REVISIONS BY Z Q W =a' UWH � w w� O � U) z 0fW a 0} W o O w x w zTzm�waz ~ate=w�0owL�aa w Vl O Z N= U p p~ a= U m p H a �?—z�mao�� Wm �QQQW-Ow0-oo Z p N K} W 0 2~ O X p Z Q z Q w Z F O F W Z O ¢I- W SZU>0�0=oza W Z(n cnw_x�WWn 00=�Z HULd =W} 0�a W OU(W/1afof W 30a W=2¢=300} o 0 0 0 0 3 M F O Q W m z U Q N C a ? 00 •� " co •N W co V ct L O CO •� � O 00 U (0,3 LQ C\1 v Q 0 o J z ILL. ofO Q w > Lv Z V) o V) U C Q v1 LL_ J Z O o 0 Of Cf) O Z z o < z ::D Q O 0 o Q OLiJ LLJ O Q J Of a_ Li Q W O O 0 z N Z w Qo E- �zz_cnOo W U � O Z w3QzLLJo H �oo�� U C/1 H zo W L� Qaf ooFm �� z Z oz� z O OQ d ft�¢ J ftf E- CnLLJ CnQ=� N ~% 05 C7}� W oOo�iZ II— CL M I= C-) o Baa voimc��aai ° m c c ib _ 2 Lu 2) 0 t 10 .� z� O �y Q G cB w U �0.�� m`�'a�o'�'m�om QO O O h h Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet FDm2 Of 27 Sheets