The URL can be used to link to this page

Home My Public Portal AboutRE_ Weekly Meeting (2) Renee Basel From:John Zoerhof <jzoerhof@HYPOWERINC.COM> Sent:Wednesday, June 11, 2014 10:39 AM To:Danny Brannon Cc:Cliff Spitzer; Wayne Wilson - JHV (wwilson@jordanhighvoltage.com) Subject:RE: Weekly Meeting Attachments:Gulfstream Schedule 6-11-14.pdf; Progress FPL 6-11-14.pdf; A05CK159 6-11-14.pdf; A05CK158 6-11-14.pdf Ok, attached weekly updates Thanks, John Zoerhof Division Manager – Power Services From: Danny Brannon \[mailto:DBrannon@BnGEngineers.com\] Sent: Wednesday, June 11, 2014 10:30 AM To: John Zoerhof Cc: John Lehr Subject: RE: Weekly Meeting Conflict…Let’s cancel for this week. Danny P. Brannon, P.E. Brannon & Gillespie, LLC Consulting Engineers 631 US Highway One, Suite 301 North Palm Beach, Florida 33408 Off: (561) 847-4435 Cell: (561) 307-9454 Website: www.BnGEngineers..com From: John Zoerhof \[mailto:jzoerhof@HYPOWERINC.COM\] Sent: Wednesday, June 11, 2014 8:49 AM To: Danny Brannon Subject: RE: Weekly Meeting Ok, see you then Thanks, John Zoerhof Division Manager – Power Services 1 From: Danny Brannon \[mailto:DBrannon@BnGEngineers.com\] Sent: Wednesday, June 11, 2014 8:46 AM To: John Zoerhof Subject: RE: Weekly Meeting Lets go for 4PM. Danny P. Brannon, P.E. Brannon & Gillespie, LLC Consulting Engineers 631 US Highway One, Suite 301 North Palm Beach, Florida 33408 Off: (561) 847-4435 Cell: (561) 307-9454 Website: www.BnGEngineers...com From: John Zoerhof \[mailto:jzoerhof@HYPOWERINC.COM\] Sent: Wednesday, June 11, 2014 8:19 AM To: Danny Brannon (DBrannon@BnGEngineers.com) Cc: Cliff Spitzer; Lehr, John; Wayne Wilson - JHV (wwilson@jordanhighvoltage.com) Subject: Weekly Meeting Danny, I have a conflict with today’s meeting. Can we reschedule later at 4 PM or possibly tomorrow? , Regards John Zoerhof Division Manager – Power Services Direct 954.917.1439 Cell 954.448.0369 954.978.9300 – Main 954.978.8666. - Fax Please consider the environment before printing this e-mail  NOTICE: This email is intended solely for the use of the individual to whom it is addressed and may contain information that is privileged, confidential or otherwise exempt from disclosure. If the reader of this email is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us by telephone and return the original message to us at the listed email address. Thank You. 2 This email is free from viruses and malware because avast! Antivirus protection is active. To help prot ect your priva cy, This email is free from viruses and malware because avast! Antivirus protection is active. To help prot ect your priva cy, 3 '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 ID Ta s k Mo dTa s k Na m e D u r a t i o n S t a r t F i n i s h 1 Mo b i l i z e , De l i v e r y , St a g e 10 da y s Mo n 1/ 1 3 / 1 4 Fr i 1/ 2 4 / 1 4 2 St a k i n g , Lo c a t e s 10 da y s Mo n 1/ 2 0 / 1 4 Fr i 1/ 3 1 / 1 4 3 FP L Bo r e Al o n g Oc e a n Av e 35 da y s Mo n 2/ 3 / 1 4 Fr i 3/ 2 1 / 1 4 4 Co m m Bo r e Al o n g Oc e a n Av e 36 da y s Mo n 2/ 1 0 / 1 4 Mo n 3/ 3 1 / 1 4 5 FP L Bo r e No r t h Ro a d 10 da y s Mo n 2/ 1 0 / 1 4 Fr i 2/ 2 1 / 1 4 6 Co m m Bo r e No r t h Ro a d 10 da y s We d 2/ 1 2 / 1 4 Tu e 2/ 2 5 / 1 4 7 FP L an d Co m m Ro a d Cr o s s i n g s ‐ Oc e a n Av e 50 da y s Mo n 3/ 3 / 1 4 Fr i 5/ 9 / 1 4 8 Bo r e Ti e In an d Pa d / H H Pl a c e m e n t s ‐ Oc e a n Av e 75 da y s Mo n 3/ 1 7 / 1 4 Fr i 6/ 2 7 / 1 4 9 FP L an d Co m m Bo r e ‐ Hi d d e n Ha r b o u r Ar e a s 20 da y s Mo n 3/ 3 / 1 4 Fr i 3/ 2 8 / 1 4 10 Ti e in An d Pa d Pl a c e m e n t ‐ Hi d d e n Ha r b o u r Ar e a 45 da y s Mo n 3/ 3 1 / 1 4 Fr i 5/ 3 0 / 1 4 11 FP L an d Co m m Bo r e ‐ Pe l k i c a n La n e an d Dr i f t w o o d La n d i n g 65 da y s Mo n 3/ 3 1 / 1 4 Fr i 6/ 2 7 / 1 4 12 Ti e in An d Pa d Pl a c e m e n t ‐ Pe l i c a n an d Dr i f t w o o d 55 da y s Mo n 4/ 2 1 / 1 4 Fr i 7/ 4 / 1 4 13 FP L Ca b l e & Eq u i p m e n t In s t a l ‐ Oc e a n Av e 60 da y s Mo n 4/ 7 / 1 4 Fr i 6/ 2 7 / 1 4 14 FP L Ca b l e An d Eq u i p m e n t In s t a l l ‐ Hi d d e n Ha r b o u r Ar e a 35 da y s Mo n 5/ 2 6 / 1 4 Fr i 7/ 1 1 / 1 4 15 FP L Ca b l e an d Eq u i p m e n t In s t a l l ‐ Pe l i c a n & Dr i f t w o o d 30 da y s Mo n 6/ 2 3 / 1 4 Fr i 8/ 1 / 1 4 16 Se r v i c e Ch a n g e s 20 da y s Mo n 8/ 4 / 1 4 Fr i 8/ 2 9 / 1 4 1/ 5 1/ 1 2 1/ 1 9 1/ 2 6 2/ 2 2/ 9 2/ 1 6 2/23 3/2 3/9 3/16 3/23 3/30 4/6 y Fe b r u a r y March April Ta s k Sp l i t Mi l e s t o n e Su m m a r y Pr o j e c t Su m m a r y Ex t e r n a l Ta s k s Ex t e r n a l Mi l e s t o n e In a c t i v e Ta s k In a c t i v e Mi l e s t o n e In a c t i v e Su m m a r y Ma n u a l Ta s k Du r a t i o n ‐on l y Ma n u a l Summary Rollup Ma n u a l Summary St a r t ‐on l y Fi n i s h ‐on l y Deadline Progress Pa g e 1 Pr o j e c t : Gu l f s t r e a m Sc h e d u l e 6 ‐11 Da t e : We d 6/ 1 1 / 1 4 4/ 1 3 4/ 2 0 4/ 2 7 5/ 4 5/ 1 1 5/ 1 8 5/ 2 5 6/ 1 6/ 8 6/ 1 5 6/ 2 2 6/ 2 9 7/ 6 7/ 1 3 7/20 7/27 8/3 8/10 8/17 8/24 8/31 Ma y Ju n e Ju l y August September Ta s k Sp l i t Mi l e s t o n e Su m m a r y Pr o j e c t Su m m a r y Ex t e r n a l Ta s k s Ex t e r n a l Mi l e s t o n e In a c t i v e Ta s k In a c t i v e Mi l e s t o n e In a c t i v e Su m m a r y Ma n u a l Ta s k Du r a t i o n ‐on l y Ma n u a l Summary Rollup Ma n u a l Summary St a r t ‐on l y Fi n i s h ‐on l y Deadline Progress Pa g e 2 Pr o j e c t : Gu l f s t r e a m Sc h e d u l e 6 ‐11 Da t e : We d 6/ 1 1 / 1 4 Uti I OLFVIEW Town of Gulf Stream Under�roundin Prlc)iect Sheet Legend Sheet Ma � ' � FO Cover Sheet S3 Fl Construction Plan ' F2 Construction Plan / GOLF/ S4 � F3 Construction Plan COURSE F4 Construction Plan IFS Construction Plan / SS ; F6 Construction Plan F7 Construction Plan SS F8 Construction Plan S24 F9 Construction Plan S6 F10 Construction Plan S24 ' F 11 Construction Plan IS24 S7 F12 Construction Plan F13 Construction Plan ISg F14Construction Plan S23 S22 S9 FPL UNDERGROUND FACILITIES Fis Construction Plan IF16 Construction Plan S21 Seo S 1SUPPLEMENTAL PLANS F17 Construction Plan F18 Construction Plan F19 Construction Plan S19 S18f S 1 JUNE 25 2013 F20 Construction Plan IS17 S 1 F21 Construction Plan F22 Construction Plan JLI i' F23 Construction Plan F24 Construction Plan S15 S14 S13 GEORGE BUSH REVISIONS BY z � � w Ld N Z Z r Z m W C L Z ~ate=w�oow�Naaw oNv~ ,�o�o�FinaW N?Zz��W��o�� M �QQawown~who p< W O a X~ W= Z O ~ Q. O w 2 Z ~0 0� J W Q O WF - QUd~CLf Z��C�Q = Z o W O= O Z M W Z (/1 (n Ofif> Ld [rwL c 00=F -z W CL= LL]rLLI ,O� W Z�Mw Uw wwpwZo0r 3g 3: a-= -M:< por O Opvo�3M�0aWm?o a CV O O O CO �r1En 4-j 00 Lo 0 U C Q �0 J z LL- o V L Q > w Z� ~ O V) U Li J Z 0 0co � U z o �� Q� oC) o� LTJ = Of W > o 0 0 J � d. Li Q w O H0 z �N Z W Qo �zZNo V �ozw �J �oo�� V1 W L� U �� z � W QoC � zOzozz O OQ Q �\ r J Cn Q U [� W(n Q = VCD}� W 0 0 � w Z PQ5-mPC) ° Baa Q) Q) Lt co O C•� �-�� ='o m aia m ca o E �+m ro oar �a N m �.�.. x L •�L 2 O O N � Date: 5/25/13 Scale: AS NOTED Drawn. DPB Checked: DPB Job # 2009—GS Sheet FO Of 24 Sheets 2" PVCw CONC DER. LE Q \ (2) TRANSFORMERS -----e-- - E M/6 -M/N M/21 �� R�w S GN I 0 0 � 0 W 6" PVC C-90CD 1� W 10+00 AT IKEA 84 WATER° -m O N Lu IN B T MM O I 'AL/� CD � CH G L L D L� 3 L Z ro o' 3 D. N D L.B. 6599 OX H NDHOLE N 785496.54 zo J w mW STA: STA: 999+64.07 V O TES o T� I ly- LLJ I W\ Qo o m I �3 I _ I 17 co M I -A O Q O ?-So _ I CONC. W/AT&T N �� L 3 HAND HOLE D BST HANDHOLE J7 CONC. WITH _ -i AT&T BOX m �'z 3 LmiLr R 2817 N. OC OU ®PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 PADM❑UNT TX PROPOSED FEEDER SW ®PROPOSED CAPACIT❑R PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX 22-4/OTPX----2-4/OTPX----2-4/OTPX !PN1C- PNIC- PNIC- PN1C- 2PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C 4PN4C PN4C PN4C PN4C 6PN6C6PN6C6PN6C6PN6C NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. I� EXISTING SVC MANHOLE PROPOSED FDR, SPLICEB❑X PROPOSED D PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X R qU� 3 R L- `�' a 2817 N. OC OULEVARD N o 0 0 0 3 3 3 0) N m lzzf- N o 0 V o II 3 2 �\ 3 of J I� U C, q I 3 m n I I CD z 0 U Q I 3 3 C7 I3 0 z z " o m -' 3 3 z q� 3 CY3 c� O O 0' Q 3 o U c z 3 J' I 3 In co D a03 C q Z� G mo of 3 3 CV) �� II N 0 o Jaf U II CO 00 c o LL 3 � � 3 Cv L PL 3 I 11 It o J ctf C_ o m CV) 3 ISI 3 I3 3 ci J o � I 3 m 3 O I I 3 Z Z U ch 3 J o �3 3 m o 0 �I� 3 10.0' 'I` m O 3 � o 3 IP 1C 1P 1C 0 1 N1 C I ' 5 FT EASEMENT 160 o o 3 m 8, ' n' o PL PL PL PL PL PL PL PL PL PL PL PL PL 2 3 (1) TRANSFORMER w \ 3 .0' //- 4,0' E- ------------------ Ow 3 OW-----4-OW ----- PL T r r 3 r 10,0' � � � � 47,0/ FDR SPLICEB X 4' 0' 3 0 ,' 3 +� 0 ) I J 3 m � � 3 ' 3PN T► 3PN C (D ' � c� ° n, °- 3P 3 ' ---- 3PN; N: 3P 3 CIO M 2" 4 7.0' J o 3 m N Of "O c� 3 c� oLLJ \ 3 � 0 O Z '1 3 Lu Q 3, � n �A � J � 3 a F O^ 0 N p ' m I 3 O 2 0) 3 ' 3 W z v -, (::) A 1 [i O m C) 3 a o Q 2 0\\ 00 o CD n o \ LLJ n O I ' 3 � CAI) rR 3 60,0' 3 Q, \ I MJ W 3 U o 2 3 _ ` 3FN�_- 3 G, 6,2' TRANSFORMER PAD 1S � '113C�3P, L _ PL PL PL PI_ -3 CD W1S%i N C «8I 3PN3C_. 3PN3C ' AL da 3PN3C 3PN3-�3PN3C EXISTING b� -3 14 � EXISTING I � PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P - FPL Su emental Const. anP . I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL - PL PL PL PL PL PL PL PL MATCH LINE - CONTINUED ON SHEET S2 PL PL PL F REVISIONS BY -----e-- - E I 2 F- � z �~w w w W o¢ w Lu w Crw¢O� Imp W �w z zrzm �waz_ 'ClIf Of a -q ~ate=w�oow1N¢aw tCn N?Zz�w��o�� QQ¢ Wpwm[Y V1~w�0 0 ~ p W a X~ W= Z 0 zocn�r wpx~oxoz ¢. O W O z 8 w Q 6 m w� 0 J i, -) 0- te a Z,,"O ¢ < �WU��WL, 00:z �= r(r�p z U w w o z o 3 g I 20,01 I 30' a CV WjQ 30' 0 ) t- c6 LO, to 0 M 3 0 I il x p CO J 3 Lo bO n o 3 r— Cq 3 L) 0 N " o (L o LO J Z LL- O L Q I3 LiJ \ N I- O `^ U � 3 R � CD zI C Z p Lo � z 3 Q � (D 0 3 O 0 �t o Q N o O z > II II J a0 LmiLr R 2817 N. OC OU ®PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 PADM❑UNT TX PROPOSED FEEDER SW ®PROPOSED CAPACIT❑R PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX 22-4/OTPX----2-4/OTPX----2-4/OTPX !PN1C- PNIC- PNIC- PN1C- 2PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C 4PN4C PN4C PN4C PN4C 6PN6C6PN6C6PN6C6PN6C NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. I� EXISTING SVC MANHOLE PROPOSED FDR, SPLICEB❑X PROPOSED D PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X R qU� 3 R L- `�' a 2817 N. OC OULEVARD N o 0 0 0 3 3 3 0) N m lzzf- N o 0 V o II 3 2 �\ 3 of J I� U C, q I 3 m n I I CD z 0 U Q I 3 3 C7 I3 0 z z " o m -' 3 3 z q� 3 CY3 c� O O 0' Q 3 o U c z 3 J' I 3 In co D a03 C q Z� G mo of 3 3 CV) �� II N 0 o Jaf U II CO 00 c o LL 3 � � 3 Cv L PL 3 I 11 It o J ctf C_ o m CV) 3 ISI 3 I3 3 ci J o � I 3 m 3 O I I 3 Z Z U ch 3 J o �3 3 m o 0 �I� 3 10.0' 'I` m O 3 � o 3 IP 1C 1P 1C 0 1 N1 C I ' 5 FT EASEMENT 160 o o 3 m 8, ' n' o PL PL PL PL PL PL PL PL PL PL PL PL PL 2 3 (1) TRANSFORMER w \ 3 .0' //- 4,0' E- ------------------ Ow 3 OW-----4-OW ----- PL T r r 3 r 10,0' � � � � 47,0/ FDR SPLICEB X 4' 0' 3 0 ,' 3 +� 0 ) I J 3 m � � 3 ' 3PN T► 3PN C (D ' � c� ° n, °- 3P 3 ' ---- 3PN; N: 3P 3 CIO M 2" 4 7.0' J o 3 m N Of "O c� 3 c� oLLJ \ 3 � 0 O Z '1 3 Lu Q 3, � n �A � J � 3 a F O^ 0 N p ' m I 3 O 2 0) 3 ' 3 W z v -, (::) A 1 [i O m C) 3 a o Q 2 0\\ 00 o CD n o \ LLJ n O I ' 3 � CAI) rR 3 60,0' 3 Q, \ I MJ W 3 U o 2 3 _ ` 3FN�_- 3 G, 6,2' TRANSFORMER PAD 1S � '113C�3P, L _ PL PL PL PI_ -3 CD W1S%i N C «8I 3PN3C_. 3PN3C ' AL da 3PN3C 3PN3-�3PN3C EXISTING b� -3 14 � EXISTING I � PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P - FPL Su emental Const. anP . I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL - PL PL PL PL PL PL PL PL MATCH LINE - CONTINUED ON SHEET S2 PL PL PL F REVISIONS BY z �~w w w W o¢ w Lu w Crw¢O� Imp W �w z zrzm �waz_ 'ClIf Of ~ate=w�oow1N¢aw o n(n W�o�o�Fm< N?Zz�w��o�� QQ¢ Wpwm[Y V1~w�0 0 ~ p W a X~ W= Z 0 zocn�r wpx~oxoz ¢. O W O z 8 w Q 6 w� 0 J i, -) 0- te a Z,,"O ¢ < �WU��WL, 00:z �= r(r�p z U w w o z o 3 g w w 30dL�=x¢=3opr o 00°10H3 mH0¢ W M u a CV WjQ ) t- c6 LO, to M il x p CO co 00 Lo bO n o U ) M Cq 0 O J Z LL- O L Q LiJ \ r z u I- O `^ U LL J Z O 0 � CD C Z p � z Q � O 0 o Q Ow > O a0 J ft� LL. Q W O r rl O o � N z w F- U) C) V JoZ W�Qzo Hof -m rn w tl v �, Z �W aoo�m O -- V) F -- z C6, z p z o z [� pW(nQ=Z < Z LLJ U) CD CD z =z�m=O i— -cc dml—U o Baa cz �`) m1z, O o C)pm O a O O O C, i -O co C•� �w � Co�os.��z�, 10- •� O f; CO ZE 2- U CO Q '� �' .0 m Q a° 0 �+m °� oar �-,a N O 6)� O x O N L L I� ,O O O W co W W �20 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F1 Of 24 Sheets GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. Ia MATCH LINE - CONTINUED ON SHEET PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C IPNIC 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) 1-4/OTPX-4/OTPX-4/OTPX 2-4/OTPX2-4/OTPX2-4/OTPX �PN1C- PNIC- PNIC- PNIC- �PN2C2PN2CPN2C2PN2C 3PN3C 3PN3C 3PN3C 3PN3C 4PN4C----4PN4C4PN4C----4PN4C �PN6CPN6CPN6CPN6C EXISTING SVC MANHOLE 0 PROPOSED FDR, SPLICEB❑X PROPOSED 0 PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X ®PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 PADM❑UNT TX PROPOSED FEEDER SW ®PROPOSED CAPACIT❑R I J ' Q m , 3 0 A 3 3 O o m / U 3 cccGGG ' / a U o � I J^� I 0 O o g o Z A o 4 3 3 w 3 I 3 o cGl 1 � o I � o '3 0 2n� 3 � m ' I 3 o v� co w Q a 0 o � Q 0 GO nn� 3L PL PL S ---5-----S— ' m 5 FT EASEMENT O N n 3 m o / � 3 \ C4) 2 ' -_j 3 ' 3 o o l7 m '77 O A 3 n �' 3 co D ' 3 Z 0 3 30, 3 '3Q ' 0 3 � Ali o A 3 o I3 Q a 30'IC2) a o A \ m 3z w o ,3/z w 3 a °' U I GGG ' 3 m 3 I• o 3 Z m ,K)� , N 1 cell O I J � I 65.1'mz 3 J E ISTING�Jy-� I U W re — 508' N � PN1C- -� 3 o PN1C-�� o z J 3 1PN1C m o PL 0 T - 0 PL « t, VILLA D'ES1 2665 N. O( PL PL PL PL PL PL SOMERSET OF/GULFSTREAM CONDOMIN�JM 2613 . OCEAN BOULEVARD / EXISTI� 1PN1C PL L 40.7' PL I�. PAD ;TING PL PL — PL PL MATCH LINE - CONTINUED ON SHEET S3 PL PL PL PL PL PL PL PL PL PL PL FPL Su lemental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL 0 W 2ll p a�, m PL v� PL LQCD PL PL PL - F I J ' Q m , 3 0 A 3 3 O o m / U 3 cccGGG ' / a U o � I J^� I 0 O o g o Z A o 4 3 3 w 3 I 3 o cGl 1 � o I � o '3 0 2n� 3 � m ' I 3 o v� co w Q a 0 o � Q 0 GO nn� 3L PL PL S ---5-----S— ' m 5 FT EASEMENT O N n 3 m o / � 3 \ C4) 2 ' -_j 3 ' 3 o o l7 m '77 O A 3 n �' 3 co D ' 3 Z 0 3 30, 3 '3Q ' 0 3 � Ali o A 3 o I3 Q a 30'IC2) a o A \ m 3z w o ,3/z w 3 a °' U I GGG ' 3 m 3 I• o 3 Z m ,K)� , N 1 cell O I J � I 65.1'mz 3 J E ISTING�Jy-� I U W re — 508' N � PN1C- -� 3 o PN1C-�� o z J 3 1PN1C m o PL 0 T - 0 PL « t, VILLA D'ES1 2665 N. O( PL PL PL PL PL PL SOMERSET OF/GULFSTREAM CONDOMIN�JM 2613 . OCEAN BOULEVARD / EXISTI� 1PN1C PL L 40.7' PL I�. PAD ;TING PL PL — PL PL MATCH LINE - CONTINUED ON SHEET S3 PL PL PL PL PL PL PL PL PL PL PL FPL Su lemental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL PL PL PL PL PL PL PL PL PL PL - F z �~w Lu REVISIONS BY z �~w Lu W �' w Q 0 L S O W D -' W n z zrzm �wwz = p c� w to H a K 0 ~ate=w�oow�Naaw O Nwi�o�� QQawow°��cn~who ZpVI�} wo=~oxpz Q z Q W z� O W z 0 61 2 a=- J O- J Q W �z< 0- �aZ��C�Q =of: Z O� O= O Z g W Z N �nw_��WL U> c,0 -' 002E Z zLi c=>w�wwpwz3g 3o�w==a=3op-p0 o Op00H3 mHOQ W M—C) a N O • ~ C% :V co W CO �w00 a.., Lo bO O °e U C o __J Z LL_ o O ., ^/ Q Ld > �..G.� w z � ~ o � U li J Z o 0O � CD v Z p C) Z � Q O 0 Q OLd Of Lli Q 0 ao J � d. LL. Q O ,w^ V I o r �N Z W C F-� o �zzwo V JOZ �:D z o ck�W ¢ Lu H V1 �oo�� W L� U W QcO32m O (n F— Z Z O z C Z O ¢r r \ J C) < U Of 0: (} � Z W < W 0 0 m w Z =zQ�==O i— -cc dml—U ° Baa ccuz (0 Cu 0 0 21) l) 127 C) m.1i06 y z oa 2 m A2 Lt co 0 cu N � .� C > C 3 ? z Cu ZE ? 0 QI'mQ� Qa° o ::3a� N N -�Q N L •� i Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F2 Of 24 Sheets It NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) —4/OTPX—4/OTPX—4/OTPX —4/OTPX----2-4/OTPX----2-4/OTPX �PN1C— PNIC— PNIC— PN1C— �PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C ----4PN4C----4PN4C----4PN4CPN4C �PN6CPN6CPN6CPN6C GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD i, 1� ®PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 PADM❑UNT TX PROPOSED FEEDER SW ®PROPOSED CAPACIT❑R EXISTING SVC MANHOLE PROPOSED FDR. SPLICEB❑X PROPOSED PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X W MATCH LINE - CONTINUED ON SHEET g -FIRE CONTROL PANEL ^4" D.I.P. J W QU wz :21w (2) TRANSFOP )ER PAD N a EXISTING EXISTING NA CONDOMINIUM CEAN BOULEVARD 7.011 �o 17.0' J _ � h °tl i'a o m p ci 3 1I 130' �_ 3 O m o 3 O 3 Qm a �0 a o/ � I Lu `I U I / 3 O � 3/ m N 1 i ,T� 3 � 3 U co I O Q 0) U C9 � 3 tj i oO 3 `, 3 O �� ,��o /U �i m / n 59 I / (�` 3 m 3/ w N o " 0 U J 3 m � U 3 / N 1/ g 2A1 3 � 3 I co OE 3 3 \ m 3 3/ b, / 7 � i ' / 3 3 / /m � 4 0 ' / O I m �o 3 3 z n 3 `�y-�h O 3 m W U � � o /f � 3 3 U O PL PL PL PL PL FP Su PL PL PL — — PL PL I ementa Const. anP . I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL PL PL 2411 N. OCEAN BOULEVARD MATCH LINE - CONTINUED ON SHEET S4 PL PL PL PL PL PL PL PL PL PL PL 11 REVISIONS BY z �~w 1—00, w Lu W W¢ p W p w W Z Z r Z m W w Z U W 1.1f~ 0,' C7 _0 ~ Q of= w, o o w N¢ a w ovlv~i"'w�ow�opFmQw �pZ¢�oNQQ¢wm �2= ~Z W X~ oQ~o cn[if wox�~oxwZwaO2- wz0 Z Z mw Z 0 =p> O W O= O nw_�2w�N 0O:zP rp ~O� W zc=>w�wwowzo0� 3g 0 0 0 o H 3 M H 0¢ w M 0 a N 0 • ~ to,to- C% co xo CO 4-1�w 00 Lo U C O J Z LL_ O ., V L Q > LLI Z � ~ O � U Li J O 0O O C z o � Z Q o W = O Of > o O a0 J � d. LL. Q w O r rl O O r Z O N Z W ao D O H c/1 � O w p U �W O (n m Z m ZOZCZZ O O¢ ¢ r J C n Q U [� in W (n Q = Q � Li N z W w000�z =ZQ�==O i- Q d m I- U °ce Baa �.� m°�`°a 0 0 C) . � E z °a m10-3 m c•� �-c cu � N :.� c ? C m Cu :s ? U � L � m 0 .0 0-70 �+m Q) :z oar :N,a LL I_ ,O o o W M W W �2O 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F3 Of 24 Sheets It NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. ® PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 PADM❑UNT TX PROPOSED FEEDER SW ®PROPOSED CAPACIT❑R EXISTING SVC MANHOLE PROPOSED FDR. SPLICEB❑X PROPOSED PRI. SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) -4/OTPX-4/OTPX-4/OTPX 2-4/OTPX2-4/OTPX----2-4/OTPX �PN1C- PNIC- PNIC- PN1C- 2PN2C2PN2C2PN2C-2PN2C 3PN3C-3PN3C-3PN3C-3PN3C- ----4PN4C PN3C 3PN3C 3PN3C 3PN3C4PN4C PN4C4PN4C PN4C 6PN6CPN6C6PN6C6PN6C 12.5' (2) T RANSFCri11/1 16.0' 12.5' 3' U.E. (O.R.B. 21016/496, P.B.C.R.) BRICK RETAINING WALL CONTROL PANEL n Li MATCH LINE - CONTINUED ON SHEET S3 �� F 3 �CD J ° m Q OO 0 o� 3 /3 U II 3 30' �U 30, 0 3 5,0 o J 8,0/ 3 m m d EXISTING 3 � U Xd10/b-r--Xd10/ti- Xd10/b-L Xd10/t,- 5 8 Xd10/b-, M10/b->F----Xd10/b-1 M10/b-1�—Xd10/b-i M10/b-1 M10/b-1�—Xd10/ir-i Xd10/b- PL PL PL PI_ Pi._ PL PL PL PL PI_ PL PL EXISTING C41 TRENCH DRAIN CONC. J I = �--- ---------- -- ---------- -------- — — — _ _ _ _ —x—x—x—x—x—x—x—x — — ---__ --- ------ -- _ 3 r3 4METAL FENCE -1 (TYPICAL) -o z w lO 3 UII 3 f7� V 0 I 2 w U 4 U 0 C s' (o J I m \ / p Q E SET N/D STAMPED "AVIROM & ASSOC. o TRAVERSE PT." 4 N 783766.44 n E 965213.5F6 STA: 122+20.64 / -4 OFFSET: 11.43 2/ ci �I- C / 3 2 2 n n o / 3 ~ N0I1 b0l�1j1 IL/� .9 2 3 3 I f I I oar 00AV z UOQ X TRENCH D 2PN2C 3' U.E. (O.R.B. 21016/496, P.B.C.R.) L:3 TAINING WALL 2PN2C 2PN2C EXISTING 2PN2C 21110101 2PN2C MATCH LINE - CONTINUED ON SHEET S5 2PN2C FPL Su lemental Const. Plan Ph. I North 2PN2C 0' 10' 20' 40' 60' 80' Scale: 1" =20' (2) TRANSFORM GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD 4 F REVISIONS �I I I Z W 0 W W J n to I c \ 0 I� Z H ~ W w w H H 0 0¢ w Lu Li MATCH LINE - CONTINUED ON SHEET S3 �� F 3 �CD J ° m Q OO 0 o� 3 /3 U II 3 30' �U 30, 0 3 5,0 o J 8,0/ 3 m m d EXISTING 3 � U Xd10/b-r--Xd10/ti- Xd10/b-L Xd10/t,- 5 8 Xd10/b-, M10/b->F----Xd10/b-1 M10/b-1�—Xd10/b-i M10/b-1 M10/b-1�—Xd10/ir-i Xd10/b- PL PL PL PI_ Pi._ PL PL PL PL PI_ PL PL EXISTING C41 TRENCH DRAIN CONC. J I = �--- ---------- -- ---------- -------- — — — _ _ _ _ —x—x—x—x—x—x—x—x — — ---__ --- ------ -- _ 3 r3 4METAL FENCE -1 (TYPICAL) -o z w lO 3 UII 3 f7� V 0 I 2 w U 4 U 0 C s' (o J I m \ / p Q E SET N/D STAMPED "AVIROM & ASSOC. o TRAVERSE PT." 4 N 783766.44 n E 965213.5F6 STA: 122+20.64 / -4 OFFSET: 11.43 2/ ci �I- C / 3 2 2 n n o / 3 ~ N0I1 b0l�1j1 IL/� .9 2 3 3 I f I I oar 00AV z UOQ X TRENCH D 2PN2C 3' U.E. (O.R.B. 21016/496, P.B.C.R.) L:3 TAINING WALL 2PN2C 2PN2C EXISTING 2PN2C 21110101 2PN2C MATCH LINE - CONTINUED ON SHEET S5 2PN2C FPL Su lemental Const. Plan Ph. I North 2PN2C 0' 10' 20' 40' 60' 80' Scale: 1" =20' (2) TRANSFORM GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD 4 F REVISIONS BY Z H ~ W w w H H 0 0¢ w Lu O Z Z r Z m W W Z =p�JU W Of or O UI c~l1NWH��O�FmQw o �QQ� 0 p W O a X~ W= Z U Z p (n [if r W O x~ O X 0 Z ¢ N O w m 2 Z ~0 00 J W Z O �F-QUd~Ka Z�¢ x Z O� O x OZ g W Z N U> �2li W d_N OO�F_ W r ~ O Z V W W wpW ZO0' 3 3:0 a- - ¢=3por O Op U10H3 mH0¢ W M u N% to, toC F4P= co �" p� M � W q i�l n ° CO 00 Lo a Lo O 00 U C O J Z LL_ owV / L Q Ld > ��r 1, W Z ~ O U I L. J Z O � CD Ov L1� U) O C Z p � z Q O 0 Q OW Of Lli O a0 � ^J Ll LL Q w O r rl O O r O N Z W C Z �zz_Woo H p p O = �� Z W ¢oo32m O F -- CD Z Z O z p Z O O a-¢ r l J ¢ >-f J � C n Q U O Q: C} Z W< CD W 0 0 m w Z 2 Z Q� = = O i— Qa- ml—U ° Baa CCU-- m°�`°a 0 0 ~ 8 �2 a�� ° zoa a, _m L m Q) iz •� cu .� co w a'mcom �o m �� ;? Q mz Cu Q U 0 CO C__ .0 m Qa° o �a-04� :,-a N M 4000 'Wm o ° 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F4 Of 24 Sheets ru� MATCH LINE - CONTINUED ON BOTTOM RIGHT OF THIS SHEET Z U I D/ 3 U O C7 o / Q / W � I o QD3 3 / U ° W 2�3 U/3 m o �� o I/ o U 42.0' W/� 3 1J \-c1 SNS F w n ca J IRRIGATION PUMP 30' 0 I 3 U ti o 100' W C)" 3 / 0 �" G m \ 3/ GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD i 3 ti / 3 QWco Q o 0 �1 k 3 / m `� �3 3 O Q v�� 3 W Z O t 2 o o O �� ry• W 3 / W ♦ / O U n 3 ;j / z 0 J G7 Q f7/ I- W W3 G U `" Cy U O � I I 2 r) / 3 3 m V o/ I W O ~ J 3 W n/ / m J ° o W / O O / o o I� 3 U o % 3 1 0 / O / � 3 U / O � co I O 3 3 O rn U Qp 3 0) I U a / iv ?W 0 I J Q 3/ J 0 d 3/ o / II II 3 F) 3/ I W / �o I W F 3� MATCH LINE - CONTINUED ON SHEET S6 Z F MATCH LINE - CONTINUED ON SHEET NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD F) I (Z L FDR SPLICEBOX I/ z n �I / 3 W O 3 z� 0 / O 3 � Z � 8- 5 5 FT EASEMENT G 0 A 3 3 O a / // U /tea d 3 W 2 Q � ti I l� 3 \� Q / L FDR SPLICEBOX I/ z n �I / 3 W O 3 z� 0 / O 3 � Z � 8- 5 5 FT EASEMENT G 0 A 3 3 O (7 \ W Z � / 3 � m � o 0 2� 3 � O /3 / o 3 � O / `7 3 ~ --i 3 00 3 a Z O J l-_ _N Z J CO J m I � 3 J m a / // U o o / � � ti I l� 3 / / U 3 o I 0 C7 ~aof=WWoow�NaaW ov0-1: 0`M p Q Q¢ L � O W 7w:) ZWm ItID �~ WX H O 3 /U (Y 0 W O a X W= Z U ~ Z p VI } W 0 O=~ O p Z co -41 3 I a I ov I � � M W U I� /3 I O / / 3 d- UCOD° / U / / U ° J m / U ° � o 0 3 / U Q l 3 cull / (7 \ W Z � / 3 � m � o 0 2� 3 � O /3 / o 3 � O / `7 3 ~ --i 3 00 3 a Z O J l-_ _N Z J CO J m I � 3 J m J CIO J m a / // U o 3 / � 3 / / U / W 6.W¢ z zrzm �Wwz C7 ~aof=WWoow�NaaW ov0-1: p Q Q¢ L � O W 7w:) ZWm ItID �~ WX H O 3 /U (Y 0 W O a X W= Z U ~ Z p VI } W 0 O=~ O p Z ¢ Z¢ H w Z O w Z 0 Kx �J O HJ ¢F- V1� 3 I I ov I � � o /3 O UCOD° / U ° / U 3 J CIO J m North 0 TANK O TAN K 0' 10' 20' 40' 60' 80' FPL Su Scale: 1" =20' emental Const. Plan Ph. I MATCH LINE - CONTINUED ON TOP LEFT OF THIS SHEET Z REVISIONS 3 // U o o 3 / / U / W 6.W¢ z zrzm �Wwz C7 ~aof=WWoow�NaaW ov0-1: p Q Q¢ L � O W 7w:) ZWm ItID �~ WX H O 3 /U (Y 0 W O a X W= Z U ~ Z p VI } W 0 O=~ O p Z ¢ Z¢ H w Z O w Z 0 Kx �J O HJ ¢F- V1� W �F- QUd~Ka Z�m�C�¢ 0 N W U K� W O (x/ l 0 0 x F- Z �2Wwd=LLJ ro-'0UoW 0 � o /3 O UCOD° O / / 3 / U 3 / U v p CO 4-j Ly 00 North 0 TANK O TAN K 0' 10' 20' 40' 60' 80' FPL Su Scale: 1" =20' emental Const. Plan Ph. I MATCH LINE - CONTINUED ON TOP LEFT OF THIS SHEET Z REVISIONS BY Z H ~ W �w W."t cn W 6.W¢ z zrzm �Wwz ~aof=WWoow�NaaW ov0-1: p Q Q¢ L � O W 7w:) ZWm ItID �~ WX H O (Y 0 W O a X W= Z U ~ Z p VI } W 0 O=~ O p Z ¢ Z¢ H w Z O w Z 0 Kx �J O HJ ¢F- V1� W �F- QUd~Ka Z�m�C�¢ 0 N W U K� W O (x/ l 0 0 x F- Z �2Wwd=LLJ ro-'0UoW Z V W W w p W Z 3 O d W= 2¢= 3 p O r O O p U1 O H 3 m H 0¢ w m? U a N 0 co v p CO 4-j Ly 00 Lo bO U CCq M J Z LL- owV) L Q.-,�4 Ld LLJ W / Z ~ O V) U LL. J Z O OO ,� V LL- L1� co Z p Q� O 0 ow Q OLTJ O� J a. LL. Q LLj O (f) O � N Z W C O V �OZw W H V1 IMf O p O = W Li U w Q�pa:m ON�L`ZF- ZpZCS, ZZ O Cn Q U O =� Q � LiN � Z W w o O o z = Z ck� _ = O PQdmI-U ° Baa m O O Lt co O O•� ��w Q ° Q U m °-ate L •- L IE ,O O O W M W W �2O 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet F5 Of 24 Sheets It GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD ® PROPOSED PADM❑UNT PROPOSED 10 TX 20 EXISTING SVC 3 I 1 o MANHOLE PADM❑UNT TX Z �~w I W ~CL'WQO L�O�W[L'W n Z Z} Z m W C L Z =p�JU W M. ME C-7_0 ~ao=ww�Nazw ON(~!1N W ��FmQ W PROPOSED FDR, ® EXISTING 10 SPLICEB❑X PADM❑UNT TX of 2}0 -'mac) W W �c=n000Fz ER zc=,w�wwpwz5Cr 3g 3o�LL==a=3por O EXISTING 30 PROPOSED PADM❑UNT TX PRI, SPLICEB❑X PROPOSED FEEDER SW ® PROPOSED SVC SPLICEB❑X ®PROPOSED CAPACIT❑R ® EXISTING SVC W SPLICEB❑X PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) ——4/OTPX—4/OTPX—4/OTPX —4/OTPX----2-4/OTPX----2-4/OTPX �PN1C— PNIC— PNIC— PN1C— �PN2CPN2CPN2C2PN2C 3PN3C 3PN3C 3PN3C 3PN3C PN4C PN4C PN4C PN4C 6PN6C6PN6C6PN6C6PN6C NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. ri 16.01 3 �I o O 3�f 5 FT EASEMENT I 3 n Q I ' O I 1.5 TT Z 3 W n n 0 � 3 ~ � O CD 10,01 " 3 FDR SPLICEB❑X i 3 5,3 C° m� a � N O ' O T co CLI � I AD/ zl 3 c� ' 0 � I CD 2 a BRICK RETAINING WALL G " j o TRENCH DRAIN 4' METAL FENCE (TYPICAL)—\� 16.0' - h —� ----- --__-_ = - — O CONC• CONTRO ci o LLJ -Lcoz, �� 5 EXISTING 2) TRANSFORM SPr� z CD 3 r— II � c U 3 z 64.5' z� nl 3CD \ o o U o � 3 3 Z I 1 x v c7i 3 X 1 O 3 3) o o v - N J O o 125' 3 Qo�� 3 it W w 0 ♦, _ N I W .,7� o LI3 OCD � Q I� 3 3^ w I t► � � z Z� o = O �3 o Q SCO � II C)o O O o �„ I 3 I3 N� h~ c I O -Dc- CJ J C_ W -D I n \ 3 � I TI � 11 3 1 w I p 3 I # nn� I Q o o 3 o a l P�., w � r— v o p U n�I 3 3 10 II �Q CD 0 1 i I CD 3 �{ qui «111111 3 f- z 0 U EXISTING y� MATCH LINE - CONTINUED ON SHEET S5 TRENCH—DRAIN CON—C. Q J 4 METAL FENCE (TYPICAL) W SICK RETAINING WALL GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD GOVT LOT 3 — SECTION 03-46-43 GOVT LOT 1 —SECTION 10-46-43 FPL Supplemental GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD I- PL BY 3 I 1 o U m Z �~w a BRICK RETAINING WALL G " j o TRENCH DRAIN 4' METAL FENCE (TYPICAL)—\� 16.0' - h —� ----- --__-_ = - — O CONC• CONTRO ci o LLJ -Lcoz, �� 5 EXISTING 2) TRANSFORM SPr� z CD 3 r— II � c U 3 z 64.5' z� nl 3CD \ o o U o � 3 3 Z I 1 x v c7i 3 X 1 O 3 3) o o v - N J O o 125' 3 Qo�� 3 it W w 0 ♦, _ N I W .,7� o LI3 OCD � Q I� 3 3^ w I t► � � z Z� o = O �3 o Q SCO � II C)o O O o �„ I 3 I3 N� h~ c I O -Dc- CJ J C_ W -D I n \ 3 � I TI � 11 3 1 w I p 3 I # nn� I Q o o 3 o a l P�., w � r— v o p U n�I 3 3 10 II �Q CD 0 1 i I CD 3 �{ qui «111111 3 f- z 0 U EXISTING y� MATCH LINE - CONTINUED ON SHEET S5 TRENCH—DRAIN CON—C. Q J 4 METAL FENCE (TYPICAL) W SICK RETAINING WALL GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD GOVT LOT 3 — SECTION 03-46-43 GOVT LOT 1 —SECTION 10-46-43 FPL Supplemental GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD I- PL MATCH LINE - CONTINUED ON SHEET S7 Const. Plan Ph. I 0' 10' 20' 40' 60' 80' North PL PL PL PL Scale: 1" =20' PL PL PL PL PL 11 REVISIONS BY a Z �~w I W ~CL'WQO L�O�W[L'W n Z Z} Z m W C L Z =p�JU W M. ME C-7_0 ~ao=ww�Nazw ON(~!1N W ��FmQ W �QQawowmr�~who p� W O a X~ W= Z U ~ Zpcnrr� wox~oxpz Q N O w� 2 Z ~0 00 J W Q O �I-QUd~rraz�a�c�¢ �w�>0 wpz Q of 2}0 -'mac) W W �c=n000Fz ER zc=,w�wwpwz5Cr 3g 3o�LL==a=3por O Op 0 O P3 MH 0¢L,M 0 a N 0 •~ 5 o a co W v p CO 4-1 00 Lo a O °e U C 0 O J a LL_ O ., o ^/ Q Ld > w z u I- O `^ 0 r-) Lr_ J �z O 0O O co Q , Z � � z Q � 0 0 Q Ow Of > O a0 a J � a. LL. Q W O r rl O O Z ZW o ao Q Z��ID gZZ_WO V JoZ Ems- C/1 of 000 W Li U W Q�p�m NF- a ZpZCZZ O J C n Q U [� O pW(nQ=� z WQ0:� w000�Z 2 Z Cr =) 2 O i - -cc dml-U Q_ ce Baa �.� m°5066 00 F0 27 o�M a, �E zea100� a,0 m 'U s: (U t LC•� 2 CB N :zz .� �o m QT ro ca o E ;? f; M CO's_. ;? U 0 Q0_ Z_ �.0 m 0- a roxma`�� Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet F'6 Of 24 Sheets a a MATCH LINE - CONTINUED ON SHEET S7 Const. Plan Ph. I 0' 10' 20' 40' 60' 80' North PL PL PL PL Scale: 1" =20' PL PL PL PL PL 11 REVISIONS BY Z �~w I W ~CL'WQO L�O�W[L'W n Z Z} Z m W C L Z =p�JU W M. ME C-7_0 ~ao=ww�Nazw ON(~!1N W ��FmQ W �QQawowmr�~who p� W O a X~ W= Z U ~ Zpcnrr� wox~oxpz Q N O w� 2 Z ~0 00 J W Q O �I-QUd~rraz�a�c�¢ �w�>0 wpz of 2}0 -'mac) W W �c=n000Fz ER zc=,w�wwpwz5Cr 3g 3o�LL==a=3por O Op 0 O P3 MH 0¢L,M 0 a N 0 •~ 5 o co W v p CO 4-1 00 Lo O °e U C 0 O J Z LL_ O ., o ^/ Q Ld > w z u I- O `^ 0 r-) Lr_ J �z O 0O O co , Z � � z Q � 0 0 Q Ow Of > O a0 J � a. LL. Q W O r rl O O Z ZW o ao Z��ID gZZ_WO V JoZ Ems- C/1 of 000 W Li U W Q�p�m NF- ZpZCZZ O J C n Q U [� O pW(nQ=� z WQ0:� w000�Z 2 Z Cr =) 2 O i - -cc dml-U ce Baa �.� m°5066 00 F0 27 o�M a, �E zea100� a,0 m 'U s: (U t LC•� 2 CB N :zz .� �o m QT ro ca o E ;? f; M CO's_. ;? U 0 Q0_ Z_ �.0 m 0- a roxma`�� Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet F'6 Of 24 Sheets ri NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. I 3 1 U 5 0 A � -i < PL w g m C7 n l 0 3 o I I I 0 3 3 p Z W� 3 I n 033 3 Q I GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD a a� 3 1 3 0-7 ®PROPOSED 10 z00Q I I I I w PADM❑UNT TXI 3 O m 3 w ® 20 • EXISTING SVC c wiPROPOSED I MANHOLE I 3 � PADM❑UNT TX ❑ 5 FT EASEMENT o 3 3 0 t oo� o 0 PROPOSED FDR, K, w ® EXISTING 10 SPLICEB❑X I PADM❑UNT TX I I ~'LO EXISTING 30 PROPOSED I 3 mN I I W I PADM❑UNT TXDO 00 PRI, SPLICEB❑X 3 C\4 3 UI I z o 3 C) G I °R SD FEEEDEERESSWPR❑P❑SED SVC �� Q J z UI \ I ® SPLICEB❑X \ 3 m 7 93 I ®PROPOSED ow CAPACIT❑R EXISTING SVC N ow ow I I I MATCH LINE - CONTINUED ON SHEET PL PL �L PL PL P'_ \Y i EXISTING SPLICEB❑X Ni \��-_, . EXISTING PL PL PL PL PL I FIN RA JS ORMER PAD PROPOSED CIRCUITS (TYPICAL) n I 3 m o 1-4/OQPX 1-4/OQPX o 3 1-4/OTPX 1-4/OTPX I o EXISTING I I 2-4/OTPX 2-4/OTPX BY 3 � � �„ 3500PX 350QPX 350QPX -r► n Z� i' 1PN1C 1PN1C 1PN1C I o c� , 0 0 3 m 3 o 2PN2C 2PN2C 2PN2C F II , I z �~w w w< o O�� w 3PN3C 3PN3C 3PN3C 1C o ~ate=w�oow�Naa,Z 4PN4C 4PN4C 4PN4C B N?Zz��il�ao�� QQaWowmr�~who 3 I p W O a X~ W= Z U ~ Z p VI } W O=~ 0 X p Z 6PN2C 6PN2C 6PN2C ,3 Z 3 n I I J 6PN6C 6PN6C 6PN6C (1) TRANSFORME - I o I O p U10 H3 m 0<W M 0 EXISTING CIRCUITS (TYPICAL) n I 3 o A m I 3 ro � o � U 0 I I 3Q 1-4/OTPX-4/OTPX-4/OTPX n o o 30 2--4/OTPX----2-4/OTPX----2-4/OTPX TI 3 -iPN1C-- i.PNIC- PNIC- PN1C- m I I En o CO 2PN2C- 22PN2CPN2CPN2C I 3~ 3 3PN3C 3PN3C 3PN3C 3PN3C w z Lo 4PN4C-4PN4C 4PN4C 4PN4C C\ o 0� U C 3 zco o I -10,0 C0 r 'WPN6C-6PN6CPN6CPN6C R=4749.79' 0 I 3 4 0 I o PL PL PL 1919 N. OCEAN BOULEVARD PL e�. PL 1777 N. OCEAN BOULEVARD PI_. PI_ PL PL PL PL. PL PL PL PL PL PL - - PL dl0/b- Xd10/ir- Xd10/fr- 1XdlO/ir-i Xd10/b-I--Xd10/b-1 Xd10/b-• Xd10/b-1---Xd10/1r- EXISTING FPL Supplemental Const. Plan Ph. I North PL PL PL PL PL PL 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL F'' - PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL _ " i''- PL PL PL PL PL PL PL PL 1709 N. OCEAN BOULEVARD MATCH LINE - CONTINUED ON SHEET S8 N ll PL — 11 F REVISIONS BY -i m -r► n o 3 6 .0' 3 0 L_ � I I I o c� , 0 0 U F z �~w w w< o O�� w 1C ~ate=w�oow�Naa,Z OUI v~iNw��O�FmQw B N?Zz��il�ao�� QQaWowmr�~who Xd10/b-1 X&0/t- p W O a X~ W= Z U ~ Z p VI } W O=~ 0 X p Z ,3 oW �F-QUd~Ka Z 0a�C�Q N WUIr0 (1TRANSFORMER ) W L,=z 00=F -Z a'2wwa= }0Li p--0 W (1) TRANSFORME - zc=>w�wwpwZoa 3g 300 -0=x0 -=apo} O o I O p U10 H3 m 0<W M 0 I 16.0' 3 3 v o � 3Q w I I n 30 co M TI 3 r 3 C.0 En o CO ow 00 Lo C\ o 0� U C C0 r A R=4749.79' w �� 3 ~ o L=677.68' I o I Tan =339.42 I o 3 M*10'2 A= 08°10 29 3 'I' L.t_ o n�l �� o Q I 3 (7 3 I � ~ O U � LL_ J z O 0O � CD LL -CD rr^ VN n V^ / C Z_ pC) � z Q O 0 C7 p t� Q OW rY > A 0 0-o 3 � d. CO 3 Q W 30, o r rl O O z� 3 30' 3 � N Z W 0-1 ZE I II o S ci 3 I � Q I ice-of- W�QZD H V1 m O O � W Li U I =) W ¢oom z FD Zpz�ZZ O O ¢ CD ¢ r C n QJU [� pWtnQ== Q � Z W U) CD CD z 2 Z Q� = O i- c d m I- U ° Baa W 0 ~ ,° �216 a�� 0ai C) C,0 . �E z °0- 0 m2 m U O� 1--1 O O C', N. co N G O '01 QQ)) N u E LO O QO O M CO ZE 2 Q U 0 0- Q1)Q� Q0-° �,m ° �a-0 N rn x N -�Q N L •� i Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS I F'7 Of 24 Sheets � SET N/D STAMPED I � PL PL PL PL "AVIROM & ASSOC. w TRAVERSE PT." \ I N 782042.81 n 3 A E 964891.06 z I 3 STA: 104+67.26 �� 3 0 OFFSET: 10.04 L 3 4 Ix FDR SPLICEB❑X 5,0' z o O Q I 0 3 3 v 0.9 o 3 � CO \ 100' 3 �0 3 I Lij > � _ \ o PL PL PL 1919 N. OCEAN BOULEVARD PL e�. PL 1777 N. OCEAN BOULEVARD PI_. PI_ PL PL PL PL. PL PL PL PL PL PL - - PL dl0/b- Xd10/ir- Xd10/fr- 1XdlO/ir-i Xd10/b-I--Xd10/b-1 Xd10/b-• Xd10/b-1---Xd10/1r- EXISTING FPL Supplemental Const. Plan Ph. I North PL PL PL PL PL PL 0' 10' 20' 40' 60' 80' Scale: 1" =20' PL F'' - PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL _ " i''- PL PL PL PL PL PL PL PL 1709 N. OCEAN BOULEVARD MATCH LINE - CONTINUED ON SHEET S8 N ll PL — 11 F REVISIONS BY z �~w w w< o O�� w L O� W a. w Q 0 W W a' W WE n z Z}Zm WZ ~ate=w�oow�Naa,Z OUI v~iNw��O�FmQw N?Zz��il�ao�� QQaWowmr�~who p W O a X~ W= Z U ~ Z p VI } W O=~ 0 X p Z Q N O w� 2 Z 00 0� W W Q O �F-QUd~Ka Z 0a�C�Q N WUIr0 W L,=z 00=F -Z a'2wwa= }0Li p--0 W zc=>w�wwpwZoa 3g 300 -0=x0 -=apo} O O p U10 H3 m 0<W M 0 0 rra N co M En o CO ow 00 Lo C\ o 0� U C O J Z L.t_ o L Q w � W z � ~ O U LL_ J z O 0O � CD LL -CD rr^ VN V^ / Z_ pC) � z Q O 0 t� Q OW rY > o 0 0-o J � d. LL. Q W 0U) r rl O O � N Z W IY Z F- ice-of- W�QZD H V1 m O O � W Li U =) W ¢oom FD Zpz�ZZ O O ¢ ¢ r C n QJU [� pWtnQ== Q � Z W U) CD CD z 2 Z Q� = O i- c d m I- U ° Baa O O ~ ,° �216 a�� 0ai C) C,0 . �E z °0- 0 m2 m U O� 1--1 O O C', N. LB N co 10- N G O '01 QQ)) N u E LO O QO O M CO ZE 2 Q U 0 0- Q1)Q� Q0-° �,m ° �a-0 N rn x N -�Q N L •� i Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F'7 Of 24 Sheets It 1a Q w o I ow 3 I I 3 I� co J Q o n 3 r o 3 IF' CF� I I (U O 3 G.) z z\o f 3 10.01 w c� l O Lu z �- 3 CD CD rr Z� 3 I C 3.0' CD I I 3 o 3 NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. w I A / m, � ow i- ( - -- - i CA) n o I� / � C 6 f 0' 3 I JGM — G.) z 3 I w c� l O Lu 3 i CD CD rr o OU1 (~l1 WWF-- W CD �QQ¢IiOwm�(n~wa p IZ o 3 IG II \ o CD �I� O C�� wzl w A n I�� a N 3 C7 �O I I o CD F- r) .77 O Z o z\CD CZ MWAIJ �y M o W r I Q 3 3 z � 3 3 w r - z 0TII 3 3 z� z I Ocu o Z Q f 3 (n z > O J / z 3 LL- O O Cu O o > w II 3 � ~ 3 I 5 FT EASEMENT N IL J -' '0 n 3 CN N 3 I d z I n o 0w z o i o 3 O 1b Q 3 Q I RL PL Z LLJ W 0 ll Q W I I O F-- in Q Lli 3 W O 3 GULF STREAM GOLF CLUB o J C"o I C.B.S. WALL w 2401 N. OCEAN BOULEVARD ,, I 3 = r- �I W/COLUMN w z n nA N I r rl O O I � N Z W � WO m `Y O C I 3 Z C-0 3 p CALL o I BOX Z ; O a 3 UJI H c/1 O O O W li U oz 3 w C -, zl � N � Z m z w 3 O �m LJ o 3 U I z I ¢ \ C.B.S. WALL r J C n ¢ U a [� W/COLUMN 3 W Cm CD m t� CU � Qdm PC) � Baa z O O ~ 8� �B h o zea a, 0 � m .0 O�� O O O fB W cm a) � .� co C') 10 I i ,- coo QQ)) omaimcaoE 30 C) 4 m Qa° Q, :za -oA� :,-o CD (- L •� L I Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009—GS Sheet F8 Of 24 Sheets 3 N o 3 I 0 0 o �' F CD 3p IU \ o Z U 50, I f- Cu I \ O A/ 16,0/ 0 w �' 0.8' � 3 n\ CC) r C7 I CA) F- F- 0 3 NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. w I A BY Xd10 �- Z z 3 CA) n o I� CD r TI I z\ I O Lu z I I n CD CD rr z� OU1 (~l1 WWF-- W �QQ¢IiOwm�(n~wa p p W O a x~ Ex,Z ox ~ Zocnrrr wox~oxoz �- II \ o CD c� �I� O r wzl w A n I�� a N 3 C7 z I o CD F- r) .77 O I I o~ MWAIJ �y M o W r I Q 3 3 z � 3 3 w r - z 0TII 3 3 z� MATCH LINE - CONTINUED ON SHEET S7 Xaio��,a 10/b-2 Xd 0/b-2 ow ow ow ow ow ow Jv{ d10/�-z Xd10/b-z Xd 110/b -Z Xd10/b-Z Xd10/b-Z Xd10/�-Z PL — PL,L 1�LTRANSFORNFLR PL ,,L 'i_ PL PL PL P �L Xd10/b-2 P Xd10/b-2 PL M10/t-2 Xdl =i -av ow l0, 0/b -Z v� PL PL PL PL PL PL PL FP Su - elemental Const. Plan Ph. I North Scale: 1" =20' N-00 �I �7 N � I I � GM PL PL PL PL P:_ PL PL PL PL PL PL PL PL GM I O II CALL BOX fr �' EXISTING o :0 1665 N. OCEAN BOULEVARD PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL MATCH LINE - CONTINUED ON SHEET S9 1555 N. OCEAN BOULEVARD PL - F REVISIONS BY z �~w 0W w,.jaw Lu W W Q p W p w Z Z r Z m W <L ZW OU1 (~l1 WWF-- W �QQ¢IiOwm�(n~wa p p W O a x~ Ex,Z ox ~ Zocnrrr wox~oxoz ¢NOw LsX Z -j P0WF-QUdKQZ�CL< = Z O O= O Z g W Z N p> W d = W r ~ orm �ZcLLJ W aL:_ 3o 3? 3o=.w�o�w3��oQWOc� OCD v a N • ~ lo- C% � MWAIJ �y M �o CO �w00 Lo bO n U C O J Z LL- O � Q > w w Z � ~ O � V) U IL J O 0co C� (i z o Q� O 0 Q W I O Of Lli O a0 J � d. LL. Q w O r rl O O � N Z W O C �zzcnoo ice- W�QZD H c/1 O O O W li U w C -, � N � Z m z z O z O z O O¢ ¢ r J C n ¢ U [� Q = in W (nOf Lu W Cm CD m CU � Qdm PC) � Baa w �.� m ° c ,C°a O O ~ 8� �B h •� O � � L D i t�B O y i zea a, 0 � m .0 O�� O O O fB N Lt co O O•� cm a) � .� co C') 10 I i ,- coo QQ)) omaimcaoE 02-10 C) 4 m Qa° Q, :za -oA� :,-o N -0Q m L •� L Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009—GS Sheet F8 Of 24 Sheets gF, 110 NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. ® PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX 2-4/OTPX----2-4/OTPX----2-4/OTPX �PN1C- PNIC- PNIC- PN1C- 2PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C ----4PN4C-----4PN4C-----4PN4C-----4PN4C �PN6CPN6CPN6CPN6C GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD MATCH LINE - CONTINUED ON SHEET w -DE- w_DE W- O I I / U W I � O M � Z CD EXISTING 14 3' f �� r �I \ T " �TITRANSFORMER PAD � o � � L� — PL PL PL PL co z �A L CONC. WITH W � 0 4 I CCALL BOX z CD3 'I3 o A a (J) TRANSFORN, W o 3 3 I> Cl -AT T. w D IV_ I� 0 � LO - z Z p 3 m 3 0 0' o" I z EXISTING 0 •- w F w0,-4 C7 Z\ o J o \ z C)� 0 3 m 3 83,1' Z LC)C7 I (l7 C) r -4 0 -I `- C) z Z 0 3 mO 3 I x l Z I\ o CD z X� z TT 3~ V C60.§ 3 O 3 U 3 z 3TNd 16. 0' t OINdi 3 q l PL P_ PL PL PL P'_ °'._ PL PL PL PL PL PL PL PL - PL - PL PL PL PL PL PL PL PL ,V9RMER 30 N ll PI PI PI PI PI PI PI PI PI PI PI PI PI 1 -p 3 3: m//— I Q Z J Iw zl < o UI ! / EXISTIN- I 3 0 EXISTING C.B.S./ WALL o W COO LUMN 0� PROPOSED 10 m PADM❑UNT TX (TYPICAL) W ® EXISTING SVC o PROPOSED 20 Z I MANHOLE ® PADM❑UNT TX ov1�NW��o��maw W2zm=2FwX0a: m �QQaliOwm�(n~who 0 O� J W ZQO aN ZO PROPOSED FDR. ® EXISTING 10 SPLICEB❑X PADM❑UNT TX a N 0 EXISTING 30 PROPOSED PADM❑UNT TX DO PRI. SPLICEB❑X 3 PROPOSED FEEDER SW ® PROPOSED SVC (/X-> I co SPLICEB❑X ®PROPOSED CAPACIT❑R ® EXISTING SVC m CO cam' SPLICEB❑X PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX 2-4/OTPX----2-4/OTPX----2-4/OTPX �PN1C- PNIC- PNIC- PN1C- 2PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C ----4PN4C-----4PN4C-----4PN4C-----4PN4C �PN6CPN6CPN6CPN6C GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD MATCH LINE - CONTINUED ON SHEET w -DE- w_DE W- O I I / U W I � O M � Z CD EXISTING 14 3' f �� r �I \ T " �TITRANSFORMER PAD � o � � L� — PL PL PL PL co z �A L CONC. WITH W � 0 4 I CCALL BOX z CD3 'I3 o A a (J) TRANSFORN, W o 3 3 I> Cl -AT T. w D IV_ I� 0 � LO - z Z p 3 m 3 0 0' o" I z EXISTING 0 •- w F w0,-4 C7 Z\ o J o \ z C)� 0 3 m 3 83,1' Z LC)C7 I (l7 C) r -4 0 -I `- C) z Z 0 3 mO 3 I x l Z I\ o CD z X� z TT 3~ V C60.§ 3 O 3 U 3 z 3TNd 16. 0' t OINdi 3 q l PL P_ PL PL PL P'_ °'._ PL PL PL PL PL PL PL PL - PL - PL PL PL PL PL PL PL PL ,V9RMER 30 N ll PI PI PI PI PI PI PI PI PI PI PI PI PI 1 -p 3 3: m//— I Q Z J Iw zl < o UI ! / EXISTIN- I 3 0 EXISTING C.B.S./ WALL o W COO LUMN 0� BY m °' (TYPICAL) W o U Z I 3 F CC7O0 ~ate=W�oow�NaaW ov1�NW��o��maw W2zm=2FwX0a: m �QQaliOwm�(n~who 0 O� J W ZQO aN ZO ,ay,K2(/7Z~O ��-QUA~�az�rLC/i < W WU�trw (=/1000=F -Z O� W D - z W W WQW Z0(1' 3: 0(L W =2Q=30Or O 0 0 0 O H 3 m H 0¢ W M 0 -n CDN a N 0 0 3 J (/X-> I co W m CO cam' Lo bio 0 ti U C 3/ 0 01 O o 3 Z LL– O ., CD , U o Q > -p, 1 � ~ 00 U ILL. J NN 0 CD O 3 0 Of Z p Z Q� W W° o� o J m Ln C U n \ O a0 J � N LL Q W O r rl O O Z � N z w N N U Q � F -i zCp gZZ(/�O n V �Ozw 0 �:D w ¢ z o I H0ooF--� w O V) Z m O ZOzCZZ O d¢ r J (/) Q U m < 0 Z L, }N W 0 CJ M W I Z =zck�==o > m°(0`°a o0 w d- z oa 5 m� m ,t co C•� �-z Z A �\ QT '001Z o 3 �+m Q) :z oar �a Q I Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F9 Of 24 Sheets J o 0 y i 0 0 1 1 =) J 3 Q m Lr' I I ZI � W N � � I o 3 H Q U W A O C7 wl a m ,--a -a J 5 FT EASEMENT 0 � I �3 m z 0 'I, V I `Do o U I C 6' C. L. F. W c� PL PL PL PL PL PL PL PL PL PL PL PL PL PL - PL PL PL PL - PL PL PL PL PL cn o Z - Q -� w CZ,- 0 > 3 �] p_ I W I �� Q o z I Z 0 0FP SUDDlemental J 1465. OCEAN BOULEVARD z \ 3 0 0 A J z I� o >�Cn WPI 01 m z ZZ �� 3 C) A a o U P I q n Ph i w * J 0 0 I 0 m 2 -q 3r 3 LO I Czx )\ U d IL' -J \ I OI CONTROL PANEL o 3 J o STIP 30,0' W Q Xd10/b m / Z Z �0 N 3 O EXISTING Xd10/ - 10 PL PL PL - — PL PL PI- PL PL PL PL PL o WOOD 4SF-QRM-EIS o z 31STI GATE w � I W _°-°-°-°-°-°-°-° - - - u! -°-°-°-°-°-°-°-°-°-°-°- °-°-°-° -°� ° _° Xd10/b- Xd10/b->FXd10/b->FXd10/b-��`iJ i /7' � 3 3 EXISTING C I 3PN3C 3PN3C 3PN3C 3PN3C 3PN C I 1 CANISTER 3PN3C 3PN3C 3PN3C 3PN3C 3PN C `'' 0 10.0 3 S A: 6+31.57 J METAL PIPE x N S 9°3'51 "W o 24,0' W 3 5.1 3 0 J NORTH ROAD N 7'8 15 0' 3'' m /m W w w w w w w COLUMN 0 C.B.S. WALL I CBS WALL 3 W/COLUMN North A SET N/D STAMPED i z _ I (TYPICAL) 1443. OCEAN BOULEVARD "AVIROM & ASSOC. j� 0 J TRAVERSE PT." i m I N 781198.48 ! A E 964855.13 j z I I F STA: 96+22.87 3 • PL PL Pl 0' 10' 20' 40' 60' f 71m: Scale: 1" =20' MATCH LINE - CONTINUED ON SHEET S 10 PL PL - im REVISIONS BY Z H ~ W N � � � Lu W ~ w¢ O O w x w z zrzm �waz_ =per JU W I�w CC7O0 ~ate=W�oow�NaaW ov1�NW��o��maw W2zm=2FwX0a: m �QQaliOwm�(n~who ~ p W O a X O w= Z Ux. O� J W ZQO aN ZO ,ay,K2(/7Z~O ��-QUA~�az�rLC/i < W WU�trw (=/1000=F -Z O� W D - z W W WQW Z0(1' 3: 0(L W =2Q=30Or O 0 0 0 O H 3 m H 0¢ W M 0 a N 0 co W CO Lo bio 0 ti U C O J Z LL– O ., o L Q > w Z � ~ O U ILL. J NN 0 CD o 0 Of Z p Z Q� o� o a0w > O a0 J � a. LL Q W O r rl O O Z � N z w Q � F -i zCp gZZ(/�O V �Ozw �:D w ¢ z o H0ooF--� w O V) Z m ZOzCZZ O d¢ r J (/) Q U F� pWCnQ=� Q Z L, }N W 0 CJ M W I Z =zck�==o ° Baa crj m°(0`°a 0 0 z oa 5 m� m ,t co C•� �-z CB � N Z3 .� QT '001Z ;? , - (0 ;? U m C) 4 m Qa° �+m Q) :z oar �a � LO 0-0 v°) :C50 0 'i Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F9 Of 24 Sheets MATCH LINE - CONTINUED ON SHEET S9 F OFFSET: 15.25 L ! v I 'I M ("A NOTE: LINEAR 6IMENSIhNS SHOWN ON THIS 3 3 I 10. ' u DRAWING ARE APPROXI.IMATE AND ARE NOT TO f "I I' � PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL T* o PNIC BE RELIED UPON FOR DETERMINING EXACT i 3 PN1C °� _ 7 0/ � II / i — — PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL DISTANCES. DII/IENSIO�JS INDICATING w I EQUIPMENT LOCATIONS ARE WITHIN I I 4,0 +, ACCEPTABLE rtOLLERA CES FOR USE INo m , 3 (1) TRANSFORMER PLACING EQUI MENT. ! � 3 w j �o o 3,0 i I o LL ~ - 1 m o 1 > cv I I cu I co I I I� z N I + �e lz OLX 3 J I EXISTING = � I I 3 Lo t m < 30, I +a I I C-) I 1O 8 i I I \ 6' METAL 3 3 FENCE . \xx� I Z m U +X+ U E .Z7 O'1i U � \ \ I 7 C7 3 m 10.0' I ; � . 3 p I m z -i ASPHALT PATCH--,, o O C° 3,0' Xd10/V-' Xd10/t,-1 Xd10/*,-! Xd10/b-1F Xd10/b- hj 59.8m 3 I 6,01 CALL BOXY P- PL PL PL PL °I_ PL 2L LL PL PL PL 3 ` o —� \+ IO I �3/4" G SVC 10,0/ I , � METAL) 41, 6 0/V FENCE IT I x Xal EXISTING A m v l I Z- / 3 aW 4W 3 ' / 1357 N. OCEAN BOULEVARD m I 1 I 3 DEED LINE T, A PL PL PL PL 1 [ _ �d I Id �d Id 1d Id Pd Id Pd Id1d X W 3 CALL BOX J M COLUMN 3 m 3 T (TYPICAL) o Q w EXISTING wQ I3 j = c� wIm " 1 I A U 1304 N. OCEAN BOULEVARD > I i n 3 0 � N 7 I , � 3 PL PL PL PL PL PL PL PL � .QL PL PL PL PL PL PL PL o / z 3 31: w -0 J o I nZ LO CALL BOX COLUMN o (TYPICAL) CD Ljj Iz'� 3 �o I C�' �z Ln w o C3 �< W 3 3 I� N I ZI I I c �3 <� 3 Z Q J I CONC. COLUMN I I CO 3 3 W 1 --- EXISTING----------------------- 5' WOOD FENCE w ' I Q SET N/D STAMPED PAVER Z o `� 3 "AVIROM & ASSOC. — — — — a o-�_ � W � Q n 0 TRAVERSE PT." DRIVE co o� N 780828.41 IE 964846.88 -CD3 STA: 92+51.61 /67, P.B.C.R.) a� ASPHALT PAVEMENT I -� 3 �, I ' I OFFSET: 14.77 L � 'w0 Q O I PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P.B.C.R.) Ln Z 3 J 3 GAS GAS GAS GAS GAS GAS GAS AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS�GASGAS GAS GAS GASI GAS1111 Co � GAS - - - _ - - _ _ - - - _ - - W W W W W W W W yr � 1� � � � 03 \F p Su PL PL PL PL PL PL PL �P I PL P PL -OHI. PL OW --OW OW-- OW YY P� OWL PL -'-PC` PL PL PL PL PL I -- _ �_ _---_- ow—ow- W OW OW } _________ RS 2PN2C 2PN2C 2PN2C 2 3� 2PN2C 2PN2C 2PN2C 2PN2C 5' WOOD FE CECON 30 — — — — — — — — (1) TRANSFORMER 1 2 N2C K I 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 m -cam-- PL PL PL PL PL PL PL PL PL PL - — PL PL PL ementa 3 O U � ons P nP 146.3' I 3 co 30 A I o~ 0-) 3I I I I I 3 o I 0' 10' 20' 40' 60' 80' I I I �e"1 o J lol f I I I , O � IIS __ __ LLJ 3 I F A i i I LO I � � .7- � I � Li o m31 North Scale. 111 =20' 1 3 U F MATCH LINE - CONTINUED ON SHEET S I I N Il PL — 1 11 REVISIONS BY Z �~w w w o ¢ w WGO �w¢p Lip www Lu Z Z r Z m W W Z JU W~�'- C7 =W�oow�N¢aW ov�N��oo-maw, W �Wj,ZZZ~��Lild�OH�H �QQ¢L�Owm0 p� W p a X~ W= Z U ~ Z p VI } W O=~ O X Z ¢. O w a 2 L Z 00 0, J W Q O F- Q U~Elf a Z 0 ,¢ Wc)fif2w�c0 0O:zP pO W z U ww w o w Z oO� 3 g 30a-L�==¢=3o0r o o c o P 3 m P 0< W M 0 a N O • ~ C% :V �i M x o co �w00 �OLo bio n U C o J Z LL - ow o _ o L Q � W Z � ~ O U r-) li J Z O 0O0 � C� Of z o Z Q O 0 D Q OW > O a0 J � d. LL. Q W O r rl O O C -D N Z W O C C~ -I O gZZW J O Z Imo- W�ck�QZO Lu E� C/1 �O�pO � W w U � Li l C -, � N � Z m z O z O OE-- ¢ ¢ r J C n - Q U 0 p W (n Q = � wQ��c„� w o �o o Z =Zo i-Qdml-U ° Baa m°(0`°'12a 00 I' -2f 8T � •"�, Q � Q L m, N L y L Z t a � 0 0 N .0 a O fB N cu a) a' Q) c o (3) �omaia mcrj ;? m (0 Q Ua Q '� �' C)Q ° 0 m �+m Q) :z oar �a N m a, -z C x N m N �E20ooc'cuco2(0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F10 Of 24 Sheets CF ('A� — PL PL PL PL PL PL PL PL PL PLI PL PL I 30' ROAD AND UTILITY EASEMENT. I PL PL PL PL PL PL PL PL PL PL PL PL I I ® PROPOSED 10 PADM❑UNT TX ® EXISTING SVC I pp I -T -I BY PR❑P❑SED 2WMANH❑LE ® PROPOSED SVC SPLICEB❑X _ PADM❑UNT TX PROPOSED CAPACITOR ® EXISTING SVC SPLICEB❑X B z N � �w'~wwa PROPOSED FDR. w wE z�w 0 p1 wz =�er 3of(.7 ® EXISTING 10 SPLICEB❑X p W O a X~ W= Z U ~ Z p VI �} W O x~ O x 0 Z PADM❑UNT TX �F-QU0- Ka Z(n M0 Cz< x Z O 0 x O Z g W Z N (n U> W -K0 W W0 LL,00:z � W r0-'�UO 3:0- Z V W W wpW ZO0' m O EXISTING 30 PROPOSED �W I� a N 0 PADM❑UNT TX DO PRI. SPLICEB❑X M� BY PROPOSED FEEDER SW ® PROPOSED SVC SPLICEB❑X _ ® PROPOSED CAPACITOR ® EXISTING SVC SPLICEB❑X u NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING i_1L DL -�f. PL PL - EQUIPMENT LOCATIONSJARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) -4/OTPX-4/OTPX-4/OTPX -4/OTPX-----2-4/OTPX----2-4/OTPX �PN1C- PNIC- PNIC- PN1C- 2PN2C2PN2C2PN2C2PN2C 3PN3C 3PN3C 3PN3C 3PN3C PN4C 4PN4CPN4C 4PN4C �PN6CPN6CPN6CPN6C I I I I I II� L PL PL PLS PL II c-0 SII u O I� z Iz O O UIv W I W u� un I I I I I PL PL PL PL PL PL PL PL PLHIDDEN HARBOUR DR PL 23 — 6"ACP 02' 30' OAD EASEMENT (O.R.B. 1094/189-190, P. B. C. R.) _\ 2PN2 2PN2C 2PN2C 2PN2C 2PN2C 2PN2C2PN2C 2PLC - ------------------- ow - 1W (1) T NSFORMER -11,01, I A 5,0/ � I 0 X \ I ��o I 8 % 1c \ I `ro I A 1140 N. OCEAN BOULEVARD F MATCH LINE - CONTINUED ON SHEET I � O n o ZE I I m 3 I I 113� I I o I oI I I I o 0 o I 3 3 U � C0 U I J z I n I I I i �3 �3o I I I no I c� I cel o � PL PL PL PL PL I inI Z-1 o c� �J ►+ 3 3 U ,gam oO I I C7 3 3 N �I I c— I � P,, -N1 1PN1CF`----E-----E --�P iC- ►'fill �a PL PL PL PL T PLI P � 0 0 EXISITING 3 I~ I � 0 m O 3 I I I \ 3 a I I _ U 0 10 1 3 3 0 0 W Ia in I I � ►� I z C, 3 I I Ti 3 I ca 3 \ I o z I I I 0 4„ WATER 0 I U I 0� g � o L I PL PL PL PL PLI Q3 I 3 0 I I (� o mll m C I a I I n t 0 3 �aTE I W I 3 � � �® I � W I I Z co —j �' 3 Qf I I w o I I3 0 3 I 101 LO I I 0 3 3 m� I I I C z I I I 76.8' 3 SET N/D STAIMPs I I Q m I I 6' WOOD 15' PEDESTRIAN TRAFFIC EASEMENT FE�//_ 0 /_5599 927//_ E PL PL PL PL PL PL PL PL PL PL //_ EXISTING I EXISTING 7� INGRESS -EGRESS EASEMENT (O.R.B. 5856/402, P.B.C.R.) �P PL PL PL PL PL — 4 „WA� N ll 1275 N. OCEAN BOULEVARD 4 PL PL PL PL PL PL - PL PL PL PL f AVIROM & ASSOC. TRAVERS P 3 OT 3 1dd 1dd -I _I -1 7804511 E 964199. 5 I -_ T� 3P 3 (1/ ��E 100' STA: 8+6 a a'� 3 o L PL OFFSET: 6.0 3£Nd£ 3 0' PL P L P � �- A: 88+ 84 _31 n I 8 ' 6' 3PN3C 3PN3C 6' WA R o --- -I� 89'13'51 "W ° \3PN\ 3PN3 _ (G � C C � 3 3 3PN3 -- 3pN3C zl m o vi o' Z 3 3 g I ° Qt U N Lu z 2PN2C ew 2Pq9C _- -- ---- —�ow C, A Q CABLE TV 3 CONTROL PANEL n a- 3� U I 0 ch ' C� ��In Q 3 I I O 3 U I 3 � �J U US A ''1 m 3 -wZow o C.B.S. WALL : I C.wo I W/COLUMNS l I (TYPICAL) � o I 00 _ U co a � N � I \ co C) F j 0 U a FLAG POLE I m O II I I Iz W12 8 \ AG I mJ I I a I W U 0 II co 3 C.B.S. WALL col m I I W/COLUMNS 1dd -Idd 1dd SFORMER PAD Ve V, d i0. V, MATCH LINE - CONTINUED ON SHEETS 12 EL CORTIJO CONDOMINIUM 1171 N. OCEAN BOULEVARD FPL Su emental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' REVISIONS BY z N � �w'~wwa Lu w wE z�w 0 p1 wz =�er 3of(.7 ~ate=w�oowWN<0 Wo W H� Q W x<Qawow°�� n~who p W O a X~ W= Z U ~ Z p VI �} W O x~ O x 0 Z QNOw�2 ZJwZQ0 �F-QU0- Ka Z(n M0 Cz< x Z O 0 x O Z g W Z N (n U> W -K0 W W0 LL,00:z � W r0-'�UO 3:0- Z V W W wpW ZO0' m O 00a-w=xa=30Or pv)OH3 POQw m?U a N 0 •N � :V M CO co 4-1w 00 Lo bio O °e U C o J Z W O ., o Q Ld > w W Z � ~ O U li J Z O 0O � CD co O C rY Z Q Z Q O 0 o Q OW Of > O a0 J ft� d. LL. Q W O r rl O O z N z w F- < o F� �zz_woo V JoZ �:D 64 w ¢ z o rn cll,:_�oo�� w L v �w OZm (n ZOzoZz O ¢ r\ r J (n U [� O p W (n Q = Z = Q � Li Z W }N W D CD U, w Z =zQ�==o P cl- cn - U ° Baa O O l) 127 Q L t�B N L y L Z-° � m .0 O N S O O O (B t°� N L(B O O•� ��w (m z s .� O QQ)) N O I` 0- O O (0 ZE ;? U 0 Z3 Qa° C) ° N O O c N co c Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F11 Of 24 Sheets u 1140 N. OCEAN BOULEVARD NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. 5'EASEMENT CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND 1040 N. OCEAN BOULEVARD p- 7 4.2' 74.2' PL PL MATCH LINE - CONTINUED ON SHEET v�O � I Z• � � CD 3 I C� I � - A I ODM I I 1 W I \ z 3 \ � m I I �W� 3 I 00ryry�--�� 3 U � \01 I �/Jy-3 c� ATE ~ W \ U CIO j 3 -8� W I m 3 U I C7 �1 0 A II (7 3 C7 \ I � U IQ] C, o o • ' I I I ~ I � z C3 o "D" CURB �c I F M PL PL PL PL PL PL PL PL PLI PL PL o CO In UI I I 3 �w PL PL CONC. STEPS I A N N o /m 3 I -------------- I � o ~ I I \ ® o CD 6c� gco ti J 3 m Zt I � I Z I m U 01/ 3I I I U) I I �, U5 F- �7 0 I 01 0 = 0 3 UI I I- I I I U o Q p Wlw �w� a3 0 X40 Cn I n O� 3I 3 \ �? co 00 v, E ST 4 SECTION OF I 10,01 54.0 - 56,2 CTION 548 9-46-43'Ia n m Nt W ST4 SECTION OF I ; N SECTION 10-46-43 16.0' 10 ERH L IC U� 3 vo NOT RECOVERED) I wI " '—STEPS 1-4/OTPXR L 1-4/OTPX 1-4/OTPX 1-4/ X 3 m TP,. -- 1-4/OTPX 1-4/OTPX 1-4/OTPX I 3 1-4/OTPX 1-4/OTPX 1-4/dTPX FEN61nG E5 t-4/OTPX Z 3 4 0 3,0' i ) I 3.0' " �3 l� o � CONVERT EXIST. a CONVERT EXIST. IZ I3 Q� C5 OVERHEAD SERVICE OVERHEAD SERVICE TO UNDERGROUND TO UNDERGROUNDLLJ LJ I o cD ��I I _ d of 3 I I I j 3 I of cc 0 3 E I I U 4 1080 N. OCEAN 8,0/ BOULEVARD 1100 N. OCEAN 7--� �3I I 8 8,0 , BOULEVARD I II 0 1� wooD I 3 o GATE I� CD - i� J 4,5' ,- CONC. ° � m 13,0' -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- ��°�� PL �"N3C —� 'CONC STEPS BRICK WALL BRICK WALL° T o °W TRANSFORMER CONC 1-4/OTPX CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND 1060 N. OCEAN BOULEVARD C.B.S. WALL W/METAL FENCE 40' EASEMENT (O.R.B. 3172/182, P.B.C.R.) A PL PL PL PL PL PL PL PL PL PL PL PL PL _ _ � __ I \ CONC.CONC.� I / ____ ____\ --- pCONC. p ____p _____p _____p _____p ___-_p__ -_p ___-_p ----- p 3 _ Q / I ` DRIVE �DRIVE / Imo` a w 4"ACP — _ DRIVE a u— DRIVE °w �31b v m 3 \ 3PN3 3pN3C _ w M w w w w w w w --®— w w g v "D" CURB 3pN3 PL ON ~TA:8+58.87 � 'L PL PL PL PL PL PL PL PL PL ° PL PL PL PL s-- - - � F. / / WOOD I w S89°11'51 "W m ' (ILLEGIBLE) °w POST 779938.57 E 64525.14 / w Ow cn L L�jcn • LLI > 0 > STONE PAVERS °w -°w °W ' ` (1) TRANSFORMER < zo < RETAINING m W I owl ` WALL 15,0/0 3 00 co Z Q - MMINIUM JLEVARD ')ECTION LINE — SECTION 10-46-43 3pN3C 3pN3C 3pN3C N3C \ g EXISTING3pN3C 3pN3C 3pN3C RANFORMER PAD MATCH LINE - CONTINUED ON SHEET S 13 FPL Su, N ll PL Pt emental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' 925 N. OCEAN BOULEVARD m REVISIONS BY z �~w W w w ,-: o¢ w Lu W w Q p W p w w Z z} Z m W W Z =per JU' W K f�-~aC�-DSO O N N w O m Q w �� Q Q¢ w O w m ~ w a p [r x W= Z U ~ W Q O am:z< Ka Zom O< O N W OW U K C r W (_/ l O O= F- Z �' w w C L= } C L' U O W z U w w w o w z o 0 3 g 3 d W= 2 Q= 3< p} O oQ 00P3m PoQWm?0 a 1 a Wj) t to, toM � w i�l x p CO 4-j 00 Lob U C o J Z ILL- ow Q W > LLI Z � ~ o 0 LL. J Z O 0O � 0 z o Z � Q 0 0 o a Ow > 0 o ao J � a. LL. Q w O 0 r C, N Z W F-� �zzwoo V JoZ �:D w ¢ z o Ems— C/1 000 W L� U W O C) Z m z z o z C z O O W¢ r \ r J C ¢ n ¢ U [� pWCnQ=Z z ,y,Q� ,�.,NF-- U) w000� =zQ�==o P Qdm I—U ° Baa ��16 Z �.a�21 p m _ y ' V a O O CB (U 2 � , m rz Cc), 0 p4 m Qa° �+m ro :z-oa4� :,,a N z X N -�Q N .6):s Iz—°o_o'cmv°'i�20(0 Date: 5/25/13 Scale: AS NOTED Drawn. DPB Checked: DPB Job # 2009 -GS Sheet F12 Of 24 Sheets It 0 IN H W W LOT 15A LOT 17A �1 SD SD 16.01 I SD 00 I W U I SD �_ `L - 15.01 6,0 3 �I 77,2' 4 -0 Q) 1-4/OTPX1-4/OTPX Z �� GD 31 3 O I� to 3 o oM �N dI�Z W i l 3 W I c� I I 3 Q z I Cu o o 3 0 (w l4 A Q 0 o G) 3 44T 3 z NC? O 3 � W \ fcu 1z I f—N N 31 00 3 3746' MATCH LINE - CONTINUED ON SHEET "D" CURB (TYPICAL) �"D" CURB e9 Iz 3 AFM =- - GULF STREAM TOWN LIMITS -- n om o 1.4- L PL PL Ptm-- sw of— PL PL — VAULT IN CONC. PAD SIGN W R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 3PN3C 3PIN 3C 3PN3C 3PN3C 3PN3C 3PN3C 3PN3C 3PN3C 3PN3CP�T W W W l W "w CURB- u TFi W ,� ,,, V✓ ►--{ EED BUMP (TYPICAL) RI W W W W ^� w w W W W W VALLEY GUTTER w w W ?' IRR GLITTER W 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 I A I I I I I I I I I I I I I I A -U Co I LL I z ��- 0o I \ CD + l I L� I W I(D r W vFN 00 I I I� F I COI F f co F- WOOD F NCE L Su PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C IPNIC 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX �--4/OTPX 2-4/OTPX----2-4/OTPX !PNIC-- 11PNIC- PNIC- PNIC- 22PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C ----4PN4C----4PN4C----4PN4C----4PN4C �PN6CPN6CPN6CPN6C lemental ast. Plan Ph. I 0' 10' 20' 40' 60' 80' Scale: 1" =20' PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX tEXISTING 30 PADM❑UNT TX ElPROPOSED FEEDER SW ®PROPOSED CAPACIT❑R EXISTING SVC MANHOLE PROPOSED FDR, SPLICEB❑X PROPOSED 0 PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X REVISIONS BY C1 CO C. WALK Z �~w 2H wLWW Hp 0 ww WWx UtL W PAVER L . = wUO ww,Nw O vl"n 0w oW SO m¢w Z Z~ d W H W PAVER [Y O W O a X~ W= Z U ~ Z O VIS } W O Owl 10 ¢ N O w m 2 Z ~0 0� J W Q O T =7;� �F-QUd~OfaZ�Il�O¢ x Zp> O (Y O x O Z W Z N Cr ® DRIVE ZUw wwowZoC> 3 3oa- <2::3o0 O ® oO v)0H3mP0¢W M 0 PAVER ® DRIVE ® PAVER Cb DRIVE DRIVE � I� co co � W I z z xo o r CO r r r I zE n I I O °e U C O J Z LL - 0 O V C.B.S. I I L r ��4 W r � ~ O U li J WALL i� � CD U) O LLJ Z C) Z � Q \ I � t O 0 Q OW I � I O F -r- F- r � a. F- r LL Q W O U \ r rl O O � Cn Z w C~-� I � CN- V JOZ ice- W�QZD H � p O O w W U N \ N � � W C -, � N � Z m Z Z O z Z Z O O¢ ¢ r \ r J Cn Q U of of 0 N Q p }N} W 0 0 w Z I � � °Z) -°a ce 0 0 �� a��•Z, ° ppm °. �S z °a a,� T m 'U s:co 2 ° N Cu (U >, t C •� cu 0L N G N O QQ)) - Q) O E ;? f; mz CO : Q U Qcz Q m Qa° C) � �, m Q,� a � :,� ymcCncaa�� zCn Q) `� x m p io .0) ._ o O c m co c Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F13 Of 24 Sheets a I I � � I J ICn I � r) r3 :) D I I 8' SEWER EASEMENT (P.B. 89/121-122, P.B.C.R.) TRANSFORMER I -------- --------------- ----------- --- ------I A PAD {�-------------- I I � � I � I 185, P.B.C.R.) I I I I I , I � I I I I I � I I I I I � LOT 1 I i I LOT A 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 I I I I I A I I I I I I I I I I I I I I A -U Co I LL I z ��- 0o I \ CD + l I L� I W I(D r W vFN 00 I I I� F I COI F f co F- WOOD F NCE L Su PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX 1PN1C 1PN1C IPNIC 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) i-4/OTPX-4/OTPX-4/OTPX �--4/OTPX 2-4/OTPX----2-4/OTPX !PNIC-- 11PNIC- PNIC- PNIC- 22PN2CPN2CPN2CPN2C 3PN3C 3PN3C 3PN3C 3PN3C ----4PN4C----4PN4C----4PN4C----4PN4C �PN6CPN6CPN6CPN6C lemental ast. Plan Ph. I 0' 10' 20' 40' 60' 80' Scale: 1" =20' PROPOSED 10 PADM❑UNT TX ® PROPOSED 20 PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX tEXISTING 30 PADM❑UNT TX ElPROPOSED FEEDER SW ®PROPOSED CAPACIT❑R EXISTING SVC MANHOLE PROPOSED FDR, SPLICEB❑X PROPOSED 0 PRI, SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X REVISIONS BY Z �~w 2H wLWW Hp 0 ww WWx UtL �[C i~¢ w vOZ�Zw¢Zw w m L . = wUO ww,Nw O vl"n 0w oW SO m¢w Z Z~ d W H N Z W O H O Q Q¢ w O w m p [Y O W O a X~ W= Z U ~ Z O VIS } W O Owl 10 ¢ N O w m 2 Z ~0 0� J W Q O �F-QUd~OfaZ�Il�O¢ x Zp> O (Y O x O Z W Z N Cr N W- K� v) O O x F- Z W w w w w= r LJ LJ~ U ~O . W ZUw wwowZoC> 3 3oa- <2::3o0 O oO v)0H3mP0¢W M 0 a N O Cb co co � W xo CO 00 Lo O °e U C O J Z LL - 0 O V L Q ��4 W Z � ~ O U li J Z O 0O � CD U) O LLJ Z C) Z � Q O 0 Q OW C) O a0 J � a. LL Q W O r rl O O � Cn Z w C~-� gZZWO V JOZ ice- W�QZD H � p O O w W U � W C -, � N � Z m Z Z O z Z Z O O¢ ¢ r \ r J Cn Q U of of 0 N Q p }N} W 0 0 w Z °Z) -°a ce 0 0 �� a��•Z, ° ppm °. �S z °a a,� T m 'U s:co 2 ° N Cu (U >, t C •� cu 0L N G N O QQ)) - Q) O E ;? f; mz CO : Q U Qcz Q m Qa° C) � �, m Q,� a � :,� ymcCncaa�� zCn Q) `� x m p io .0) ._ o O c m co c Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F13 Of 24 Sheets F � � w PL PL PL z PL --�-- - -- N FD. N/D A_ (ILLEGIBLE) -- sn sn 779885.43 963920.69 1= W -------- �� CONC. q COLUMN J AVER Cu z RIVE N CONC. U M COLUMN z > N m Li O d cu n N f N N I � U N < O U N m a m N 00 i Q0 �i I\ PAVER CONC. QQ0 DRIVE COLUMN Cu > Nm M W Q� �� w w u v� cn a w w /O O Cl) TAS O EXISTING FD. N/D STAMPED M� z "OSO NO. 1314 PCP NO. 1601" g-0/. a N 779715.08 'O-I- hy-i -12' U.E. (P.B. 30/231-232, P.B.C.R.) Cu E 963922.59 L PL I I 3I of I I I 0I0 I I 31 of i i O I I I o' I I 3 0 I I I I 3 0 I I PL PL PL 4 STA: 491+86.57 GATE 4_ w �i"CIP w �w w I L OFFSET: 0.02 R o 6' C.B.S. WALL �W— R W R W R W R W R/W - R/ R/W R/W R/W R/W R/W R/W R/W R/W R/W O\N\ �� R W� R/W ASPHALT PAT' H 4,3 6"ACPw —oW ,3PN3C IGN 3PN - FSI L �'B BL BL BL BL BL BL BL 133-,D�ASPHALT GRAVEL DRIVE 10,0' CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND A 996 PELICAN LANE ASPHALT U IV CONC. 5.6' CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND Z 4PN4 R/W R/W R/W4PN - M L B X1 ASPHALT DRIVE 3`i I W 4 W II I - ASPHALT 3 R/ R W DRIVE I M 38,0/ lil 3.0/ F qo \ 0 0-o I 3 Li Cn I w Z � w CONVERT EXIST.2 0 I J I OVERHEAD SERVICE it > 3 :. 998 PELICAN LANE TO UNDERGROUND - ! o N 6 I NOOD I, cu o w Lb z O —01, W z w P.V.6. �'4-�-\ I w > LPL P= --PL PL PL PL Pte, -4/OTPX Gin - MATCH LINE — CONTINUED ON THIS SHEET TO THE RIGHT B B 3 � W z i W n � I � W 0 z W n I 3 � W I 'O z W 0 � I 3PN3C ,_ M18 M18 r DREWS AVENUE III - 3 C > BY > Q¢ Q N n I Z z W / w w~irw¢o W0�w�w z zrzm �Wwz =per JO' W ~ao=w�0-.10,ui EXISTING 0(n 'Co �SaXmaW Of °O p W O a X~ W= Z O ~ W Z p lr } W O= H O X p Z z Q . Ow 2 Z80 JwZQ0 I<- l L� Q-) L K a Z (n �� 'D 5Oa� O x O Z m W Z( N Cn r Z V W W w p W Z 3owW=xa=3por O o p vl 0H3 MHOQ W M C) Z I _U J Q Z W w :V M Z CD 3 3 N N I 0' v o CO 20' +r o w 00 z W Lo S` I � n I FD. $" I.R. IN BOX -CUT \ (NO ID.) N N i Cn W O J Z N 779577.55 O ., o � ^/ Q 3 W E 964074.56 � ~ ® m U m Li J Z O 0O � C� C-) 0 Of �p Z_ Z � WOOD of O I J I — J I I o Q GATE Of U 3 W O a0 CA) W m . I I I Li Q W O c7 =I Z � N z w Jz O ao � m Z Ln r � w = DREWS AVENUE III - 3 C > _ PL 2" METAL PIPE R/W R/W F ,aPN1r -3 W w R/W R/W R/W MATCH LINE — CONTINUED ON THIS !�_ MATCH LINE — CONTINUED ON SHEET S 16 5,51 PI_ PL TI_ - 29,5 / -OW—OW 2-4/0TP*7_- - — �'_ 2-4/UiPX'-- _ 4/OQPX 99.4' 1-4 U z a ow _— -777--F 3 0' 1 '�n' AD CONVERT EXIST. 0 - OVERHEAD SERVICE TO UNDERGROUND U It Z 925 N. OCEAN B ULEVARD I CONVERT EXIST. Z OVERHEAD SERVICE 1 1625' z I TO UNDERGROUND I 1 �08 N. OCEAN BOULEVA D I ZI �I � I I �I � I I I I A GATE 271'9/ CONC. 6' C.B.S. WALL WALKR W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ FF qpm �PO1C� AIL 3PN3C 3PN3C 3PN3C 3PN3C 3PN3C PN3C w 3PN�C a3P �PN�r w 3PN3C 20 ROAD (P.B. 8/40, P.B.C.R.)` 6"ACP w w w w W w w w w ASPHALT PATCH-,,RUPELICAN LANE -- BBER SPEED B L B --B L Bim-- �� ..L �� -----BL B�� — �� F)L'BL N89°13'51 "E 20' PUBLIC R/W i — ww w D4 l>9 w w w w w w w w w w w w w w; w w (P.B. 23/185, P.B.C.R.) W CONC. W R/W R/W R/W R I PAVER CONC. WALK 5' WOOD FENCE I i 2' CURB & GUTTER II PAVER ® PAVER PAVER ® PAVER PAVER DRIVE DRIVE DRIVE ® DRIVE DRIVE ® DRIVE FD. I.R. i IN BOX -CUT (NO ID.) N 779706.39 F 9F4157 44 i m m STA: 494+31.2, OFFSET: 1.86 R BY > Q¢ W N n I Z z W / w w~irw¢o W0�w�w z zrzm �Wwz =per JO' W ~ao=w�0-.10,ui 0(n 'Co �SaXmaW Of °O p W O a X~ W= Z O ~ W Z p lr } W O= H O X p Z z Q . Ow 2 Z80 JwZQ0 I<- l L� Q-) L K a Z (n �� 'D 5Oa� O x O Z m W Z( N (nW-IY2WWm r Z V W W w p W Z 3owW=xa=3por O o p vl 0H3 MHOQ W M C) Z I _U J Z M w :V M CD 3 m N N I 0' v o CO 20' +r o w 00 z W Lo � n I � _ PL 2" METAL PIPE R/W R/W F ,aPN1r -3 W w R/W R/W R/W MATCH LINE — CONTINUED ON THIS !�_ MATCH LINE — CONTINUED ON SHEET S 16 5,51 PI_ PL TI_ - 29,5 / -OW—OW 2-4/0TP*7_- - — �'_ 2-4/UiPX'-- _ 4/OQPX 99.4' 1-4 U z a ow _— -777--F 3 0' 1 '�n' AD CONVERT EXIST. 0 - OVERHEAD SERVICE TO UNDERGROUND U It Z 925 N. OCEAN B ULEVARD I CONVERT EXIST. Z OVERHEAD SERVICE 1 1625' z I TO UNDERGROUND I 1 �08 N. OCEAN BOULEVA D I ZI �I � I I �I � I I I I A GATE 271'9/ CONC. 6' C.B.S. WALL WALKR W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ FF qpm �PO1C� AIL 3PN3C 3PN3C 3PN3C 3PN3C 3PN3C PN3C w 3PN�C a3P �PN�r w 3PN3C 20 ROAD (P.B. 8/40, P.B.C.R.)` 6"ACP w w w w W w w w w ASPHALT PATCH-,,RUPELICAN LANE -- BBER SPEED B L B --B L Bim-- �� ..L �� -----BL B�� — �� F)L'BL N89°13'51 "E 20' PUBLIC R/W i — ww w D4 l>9 w w w w w w w w w w w w w w; w w (P.B. 23/185, P.B.C.R.) W CONC. W R/W R/W R/W R I PAVER CONC. WALK 5' WOOD FENCE I i 2' CURB & GUTTER II PAVER ® PAVER PAVER ® PAVER PAVER DRIVE DRIVE DRIVE ® DRIVE DRIVE ® DRIVE FD. I.R. i IN BOX -CUT (NO ID.) N 779706.39 F 9F4157 44 i m m STA: 494+31.2, OFFSET: 1.86 R I d m l z w I I g ID'of 0 w Q w wi ro w Q I � LiI z �w Li � (If I 0 I I r r r r r I I _ I I I I I I ' I I I I I rD rD rD r I I I i I I I I 5' U.E. (O.R.B. 1060/345 & 1060/-'48, P.B.C.R.) I 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 23/185, P.B.C.R.) r- -r— — — — — — — — — — — — — — I I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- �___ _ __ _ __ _ _____ _____________________ ______________________ _______________________ _____________________---------------- F—PL _________-_ I � — -- -- --�--- - -- -- -- -- -- - — --- ..... - - -- PL --------------------------- — -- —------- UP- — - en _. ..... — --- ------ I -� I I I 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 23/185, I Plan I I I I I I I I � a I Const LOT 5 ' LOT 4 j _! I I I I I- I 0' 10' 20' 40' 60' 80' I I I I I � I I I I ' I I CA a_ I _ I � I I I i I I Forth Scale: 1" =20' REVISIONS BY n I z �~w Lu w~irw¢o W0�w�w z zrzm �Wwz =per JO' W ~ao=w�0-.10,ui 0(n 'Co �SaXmaW Of °O p W O a X~ W= Z O ~ W Z p lr } W O= H O X p Z z Q . Ow 2 Z80 JwZQ0 I<- l L� Q-) L K a Z (n �� 'D 5Oa� O x O Z m W Z( N (nW-IY2WWm O> 0 OOxPz W a- rl)-'LLJ ,OOER W Z V W W w p W Z 3owW=xa=3por O o p vl 0H3 MHOQ W M C) a N 0 :V M m N N I v o CO +r o w 00 Lo b n U C jm m l I ia I N N i Cn W O J Z W O ., o � ^/ Q > W Z � ~ o N U m Li J Z O 0O � C� U) O 0 Of �p Z_ Z � Q O I J I — J I I o Q OW Of > o O a0 J as d. I I I Li Q W O r rl O O Z � N z w O ao � m I u I J u I J I r r =,OZw o r �:D r r � C) w Li U I m m pW � m O (n l .. Z� Z p..i/ Z O Z C Z O I d m l z w I I g ID'of 0 w Q w wi ro w Q I � LiI z �w Li � (If I 0 I I r r r r r I I _ I I I I I I ' I I I I I rD rD rD r I I I i I I I I 5' U.E. (O.R.B. 1060/345 & 1060/-'48, P.B.C.R.) I 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 23/185, P.B.C.R.) r- -r— — — — — — — — — — — — — — I I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- �___ _ __ _ __ _ _____ _____________________ ______________________ _______________________ _____________________---------------- F—PL _________-_ I � — -- -- --�--- - -- -- -- -- -- - — --- ..... - - -- PL --------------------------- — -- —------- UP- — - en _. ..... — --- ------ I -� I I I 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 23/185, I Plan I I I I I I I I � a I Const LOT 5 ' LOT 4 j _! I I I I I- I 0' 10' 20' 40' 60' 80' I I I I I � I I I I ' I I CA a_ I _ I � I I I i I I Forth Scale: 1" =20' REVISIONS BY z �~w Lu w~irw¢o W0�w�w z zrzm �Wwz =per JO' W ~ao=w�0-.10,ui 0(n 'Co �SaXmaW m (n~w Wp o QQ w p W O a X~ W= Z O ~ W Z p lr } W O= H O X p Z z Q . Ow 2 Z80 JwZQ0 I<- l L� Q-) L K a Z (n �� 'D 5Oa� O x O Z m W Z( N (nW-IY2WWm O> 0 OOxPz W a- rl)-'LLJ ,OOER W Z V W W w p W Z 3owW=xa=3por O o p vl 0H3 MHOQ W M C) a N 0 :V M v o CO +r o w 00 Lo b n U C O J Z W O ., o � ^/ Q > W Z � ~ o U m Li J Z O 0O � C� U) O 0 Of �p Z_ Z � Q O 0 o Q OW Of > o O a0 J � d. Li Q W O r rl O O Z � N z w O ao � F- zp�� zzcnoo V =,OZw �:D ck�w ¢ z o H r�1 � C) w Li U pW � m O (n l .. Z� Z p..i/ Z O Z C Z O OQ Q r J C) Q U [_ C) p 0: n Lu N LLJ ¢ U) CD CD z C) <c i- Q d m I- U ° Baa O O Z t a C h.2 N N a O Cu , t co O O •� Co 2- cu O z� a Q--) '6 O ;? O O (0Q U 0 Q'�C)m�.0 Qa° �+m a,�-oa� �a N �.�.. X N -�Q N co c° 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F14 Of 24 Sheets 1 / I I 1 I I I I I I ld I I I I I ld ld Id ld Id ld Id 555 PELICAN LANE MATCH LINE - CONTINUED ON SHEET S 17 FD. N/D_/ 1 (ILLEG BLE) N 7798-8.89 CONC. a� E 9634 7.16 COLUMN 3 n J PAVERS PAVERS 3 ld 1 STORY RESIDENCE 1090' 3 A/C PAD W cn o' L Q c- a. ASPHALT PATCH O� -off cc ASPHALT o, 2 DRIFTWOOD LANDING CONC. I ING PAVERS 2 " G P W W S W W- W W EXISTING R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R W - P.B.C.R. GRAVEL GRAVEL GRAVEL W 3 DRIVE DRIVE DRIVE W -eT — — — — — — — — — — — — — I I I I I I CU 3 PROPANE N j O CONNECTION I I I I I I I J I z i 11 DRIFTWOOD LANDING I a I cU I I I I J I I I I I I Z I I 31 Q' I I v I I m I as 3 I N I I 2964' 1 o a_ 3 m °�,o+ EXISTING N a_ Z w N N I � � I N II ajI 12' U.E. (O.R.B. 10782/960, P.B.C.R.) -Bt- ....... .7. Ia GATE W ,Ft w R W� /�W —R /WC P Ft/,W---R%W R/W W R/W R/W R/W W R/W WR/W--/W RA SD SD SD SD SD SD 6"PVC J � 4' WIRE FENCE d of 1' a d 0- d � O d J d d a b J d )ING b a FD. N 01 ED "OSO NO. L31 -A NO. 1601" N 779713.75 E 963824.90 ° j p/�' EXISTING STA: 490+88.87 PAVER Xdi OFFSET: 0.04 R DRIVE �� ' `WIRE -FENCE �F+ RA ;R/W—R/W R/W R/W x R/W R/W R/W W W.. 16 0' i `2 Nu2�L`� 2PN2C�2PN2C 2PN2C N2C 2�R u1 r<vHu r�rt r-. [D. O/P64ud r.o.0 .r<.� iKHiv�ruKiv�tr E -- fW R W —t3f- �� W 4 �� QW - - - - , ----- - STONE TAVEI S o AVER 10,0' W [ RIVE DRIVE O PROPANE STONE�F.P.L. ANCHOR EASEMENT �2 5 CONNECTION T:rWALK (P.B. 30/231-232, P.B.C.R.) PAVERS3,0' EXISTING RANSFORMER 1 0 - EXISTING 100, NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. CU i �0 i N E ISTING N ry O 2002 PELICAN LANE M o- w N o � i e � i N I N d i i i i ld 1d ld ld ld Id - PL GULF STREAM TOWN LIMITS _ [ -WOOD GATE PAVERS r EXISTING r r FPL Supplemental Const. Plan Ph. I 0' 10' 20' 40' 60' 80' North Scale: 1" =20' REVISIONS BY r J 2525 PELICAN LANE F- z ~w NLdLOF o wwQ F- w ~� W ¢ O L'.O w w z zrzm �waz_ =p�JC7 W 0 0- ff L, o of Ld o 10, ui 0(11,ESa"—yX Z Z Z H d 3 v p w 0 a XW O= 0 w= Z U ~ ~ O X p Z F-QUd~Ka coC Q U) Z O� O= O Z g W Z N r PL PL PL PL O p 0 O H 3 M H O Q w M c.) FPL Supplemental Const. Plan Ph. I 0' 10' 20' 40' 60' 80' North Scale: 1" =20' REVISIONS BY z ~w NLdLOF o wwQ Ld w ~� W ¢ O L'.O w w z zrzm �waz_ =p�JC7 W 0 0- ff L, o of Ld o 10, ui 0(11,ESa"—yX Z Z Z H d w o ff 0 N �QQawow°�0, n~wh p w 0 a XW O= 0 w= Z U ~ ~ O X p Z F-QUd~Ka coC Q U) Z O� O= O Z g W Z N (n U> W-[� W -M 00:z PZ �Dwwd= r0-'�UO�W zQWMWwpwzo0 3g 30ww=xa=300r0 O p 0 O H 3 M H O Q w M c.) a N 0 yWj, � M ct v o CO co 4-j w 00 Lo bO O °e U0', Cq M 5 � O J Z LL- O V) � % Q > �..G� w Z ~ o � U li J Z O 0 � C� o' [i Z p Z � Q o 0 Q OLd > > O Q J � d. LL. Q W O r rl O O Z C -D N z w o ao Z�� ice- O ck�w�QZLLJ H c/1 of O O O w L U w Q�p�m ON�L`ZF- Z Z p Z Z O O¢ d¢ r\ r J C n c Q U E- p W (n Q = Z w o O o Z CU PQdm PC) ° Baa a� m ° G, c° a 0 0 zoacoa,0(,Dm O N fB cut co C•� cu o m a)a m ca o f �+m Q) oar �a y�c a) 2 coa��a� Q) M 6) :S z 16 'M Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F15 Of 24 Sheets M U PL PL PL ROPANE NECTIONo X PL PL L I 3.0' 3 0' No r PL PAVER D IVE I 1� NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. a 1 I A I I- I C A I N I W I - I I 5 5 0' PAVER DRIVE / W M 68, C- 3 CONC I....... , COLUP ............... DRIVE a�Z 3 0\ ay 10, 0'coNc+ . COLU /k -ow owc 0:: - ow - - ow- - - ow - - - 2-4/OTPX / ROAD R/ EASEMENT \ J / (O.R.B. 230 677, P.B.C.R.) MATCH LINE - CONTINUED ON SHEET I � � FPL Supplemental i r) Const. Plan Ph. I F I I � I J I 0' 10' 20' 40' 60' 80' a 1 I 7 J�� PL I J a I ' 11 II North Scale: 1 =20 I J Q- - I I I I I PL PL PL PL PL PL PL =L—PL—PL—PL—PL PL PL PL PL PL I I I I I I I1122 N. OCEAN BOULEVARD I I I I IW q I � f- I � I I CONVERT EXIST. L, OVERHEAD SERVICE CL TO UNDERGROUND z I O N I O I � J m ow�ow —Ow—ow—ow—ow—ow—ow ow (1) TRANSFORMER zLLJ 65,5' - �ow— —ft—C ow- ow— ------- X ---i --- 0 a Q q J CD Ca � c f - I � W w 1010 N. OCEAN BOULEVARD CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND I J a j a: 1120 N. OCEAN BOULEVARD O J �. ER 183.2' PAV R 3 DRI U CU �— 15 8' N 3 U N a- d BY N ^ U 3 > w C)-- N N n �' N 0- a z W N w o w OUlmNw w O�wmQ W Z z~ d a U m a I CD n -t a za�w o� o N- J N W�W F J - I v) F-QUd �az�a�c�¢ CONC. I 3 COLUMN U PAVER z DRIVE N 3 � ■ W w w V � APL PL z PL N FD. N/D (ILLEGIBLE) sn 779885.43 F963920.69 PAVER DRIVE 01 XN. 98,0' 0 of I 0 0 0' I I (1) TRANSFORM I 0 O CONVERT EXIS . OVERHEAD SERV E TO UNDERGROU 0 I I I 0 0 I I o' I --�-- -- -- -- h -- PL PL PL PL 76.1' I II N I N, 0 0 x im ASPHALT 2"GPS 3 RAVE 7.7' DRIVE 5.5' PL PL PL PL PL �P� - �L.L —2-4/ 0TP'X- -2--470TFX 1-4/OQPX 1-4/OQPX MATCH LINE - CONTINUED ON SHEET 1-4/OG S14 _ J d LOT 14A ASPHALT DRIVE LOT 15A C.B.S. WALL Ij C.B.S. WALL w4"ACP w w w W w �w w PL PL PL PL PL '0 1 52.0' ASP LT PA NG L \3, 5' w t 13.0' _J 11 REVISIONS BY z H ~ W LL w tr H H O Q w Z�Z}ZmwO�w�z =wW- �w� ,�a��c� ~ a-= w w 0 www � N Q I w w OUlmNw w O�wmQ W Z z~ d a N z w 0 xQQawow°�Xcn~ow w� woax~w=zo ~ Zw(n tr} WZH~O W Z a za�w o� o N- J W�W F J - I v) F-QUd �az�a�c�¢ ,iK2 W OM 00xF-w w a-= >-H 0 0 Z 0 w W W w W Z w d' 3 3odw=xa=3w0, o O w v) 0 H 3 M� O Q w m? U a N 0 Wj, y t • ~ C% co ct En O M �r1 00 LO 0 V O J Z LL- o o � ^/ Q > W Z � ~ O 0 Lr_ J Z O 0O � 0 07 � C Z p Z Q � 0 0 o Q Ow w O a0 J � d. Li Q W O o 0 Z N z w O a� CS �� N � V �ozw �:D w ¢ z o �oo�� CID w li U �~ Z � w Q p m O(n Cn Z � Z p..i/ Z O Z' Z O O r\ �J Q¢r J C) Q U Of N N <0: CD CD W o 0 0 z =zR==o i—Qdml—U ° "Z) -°a �.� m 00 ~aai�� 6o�� ° p ° v y z oa � .0 N O N -1 fB N O a� c.� �-c N .� � T a' ami c o ami o mQT) N o rz 0 Q'�I'��.0 m Qa° m o "CO), Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F16 Of 24 Sheets MATCH LINE - CONTINUED ON SHEET Lit\hVV11VV hI\L_ hrrl\VnIIVIPII L r%1VV !11\L_ IVV I I V BE RELIED UPON FOR DETERMINING EXACT PL PL PL PL PL PL PL PL PL — PL P DISTANCES. DIMENSIONS INDICATING L PL PL PL I EQUIPMENT LOCATIONS ARE WITHIN I 0' 10' 20' 40' 60' 80' -r -r lemental ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT FP Su Scale: 1" -zo' Nnrth Const. Plan Ph -- -- -- 12' D.E. (P.B. 30/231-232, P.B.C.R.) J I I d I a I Sa d J I I a Iq I n m O_ N Cl I N 4 DRIFTWOOD LANDING I oD C6 LJ I a I 8 DRIFTWOOD LANDING N J —� 6' 6' TONE WALK a �, 2' ROCK ® �& TEPS I am WALL 2' ROCK 3 PAVER ASPHALT DRIVE .PATCH \\ GRAVEL D IVE 40.5 W/STO 1,1BI3011 77.1/ TRENCH 1 J 3 3,0' 4%Tpk 40'9 20011, DRAIN N M 1-4/0TPX Xd10/b- EXISTING 25 9^ , CONNECTION I - - L P PL PL PL PL 87.2 I 2-4/OTPX 2-4/OTPX 2-4/OTPX 2-4/OTPX W /UTP PL2- PLo� 2-4/OTPX 2-4/OTPX PL PL PL PL PL PL PL a PL PL PL PL PL PL PL PL PL PL PL PL 2-4/OIPX s� 1 O O PL PL PL PL PL PL PL (1) TRANSFORMER m ° ow —Ow—ow—ow—ow— ow ow ow ow ow o 2-4/OTPX 2-4/OTPX 2-4/OTPX 2-4/OTPX — 1-4/OTPX 1-4/OTPX 1-4/OTPX I I Q.� I 56,5/ I I I I GRAVEL I DRIVE 1 DRIFTWOOD LANDING I I I 1 I W 2"G P / w W � w W w — I W W IPL PLPL PL PL PL PL PL - iFn,N/� ow ow DRIFTWOOD LANDING ..� ■ ■ ■ ■ ...r .r ... ■—Ar . ■ .... ■ ■ ...w PL PL PL PL PL PL Ani r^(-rA Ar"iT /n ni A -F r-\ n n 7n /n 74 n7n n n 1� n MATCH LINE - CONTINUED ON SHEET S 78,0' ti ow- ow ow—ow 2-4/0TW-7t 7 DRIFTWOOD LANDING 3,0/ 3.0' — WLUMN PAVER L w W W w w Wil V W PL PL o PL PL PL PL PL PL — o' SD SD SD SD SD SD SD 6"PVC 4' WIRE FENCE o� \ ,I REVISIONS BY z � � w �O�w�w N Z Z r Z m W W Z =per JU W C<7MU ~ate=w�oow�Naaw OCn Nw 0O'2-1mQ W xQ0< M� n~who X0 p W O a X~ W= Z U ~ O Z p (/ I} W x~ O X p Z Z ~0 00 1 W Q O Q N O w 2 Ud~tea Z�Il�OQ x Z O (Y O x O Z g W Z N CYC 0> N W-[ Y( r W W N O 0:z F- Z W W CL= rLdLd ~U~OER W Z V W W wpW ZO0' 3 3owW=xa=3p0r o 0 Q 5)0H3�H 0QW M 0 a N 0 •~ 5 co CO co 00 Lo o 0 U C L < O J Z ILL- O_ o cc., G /�% Q Ld > �■.G� w Z ~ O � U ILL. J Z O 0Oco � C� D✓ Z p Z � Q O o Q Ow w O a0 J � d. LL. Q w O r rl O O Z C -D N z w O ao z�� zzcnoo J O Z W � W�Qzo �oo�� WL� z �W Qoom O F— Z Z O z C Z O r \ J Cn Q U [� p of Lu W 0 0 M w Z PQdm Pc-) o Baa cri 0 0 21 p m y z oa � a,� m 'U Z "01 O Cll CB (U cu co Zo Zo c o �o m QT -,Z3 m `� o E Q 0 Q'�0'm�.0 m Qa° �+m Q"oar �a 2 N Imo- ° o o .�5 m (j) c ° 'CIO) Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F17 Of 24 Sheets F A EXISTING , --_,I �� /� I I U I a I a \ PL PL PL - PL , P� I u j a I a I , IU a I �^ � I ry IQ ' "� II O o W I I L,-JCD W /----D-----�] Q � IZ 0 / 1 a. O I N j- U Z PL PL PL PL PL I I u \ I�4 r � z \ \ I w / t.E.P.B.C.R. , 110 P.B. 36 I u I ( / ) I� Q Li o Q \ o z LLJ L)I \ zi z \ Q Z f- \ a � PL PLPL IRRIGATION PL � PL=L � _ PL = PIPE & VALVE EXISTING � w \ 3"TAP ----D 6' C.B.S. WALL _ / dj 3TN- _p_____�: p_ / tN --- ------------------- - - -------------------------------- - - - - - PN1C- PN1C-PN1C-- IPN1C- PN1C-PN1C- PN1C-PN1C-'310 FD. NAIL CONC. RIBBON EXISTING N 780422.56 w E 9640 .4"1 QN1G / w w w ---------- w NiC I 1PN1C �Ali'&CP iP� w 1PN1C PN1C iPNit 1PN1C w 3TNdT X—x—%—X—x—%—x—%—X—x—x—%—%—%—X—%—%—%—%—%—N—X—%—X—%—%—%—%—X—x—%—X—%—%—%—Y—%—%—%—X�%—%—%—% I—%—.—.—.—Y—Y—%—%—%—X—%—%—%—X—%—%—%—x—x—%—%—%—%—%—%—Y—%—%—%—%—%—? I I A PORTION OF SECTION 9-46-43 I I � Ir ADDRESS: _—_—_—_ r I I I I r I I 1 OA r I I 3704' MATCH LINE - CONTINUED ON SHEET ADDRESS: PL PL PL FPL Su PL PL PL LTJ a_ w 1 z 5 0 N u 0 Q z W ED F- PL PL PL—a-PL PL PL PL L� O Q q z El lementalQ w Const. Plan Ph* I North PL PL PL 0' 10' 20' 40' 60' 80' 71m: Scale: 1" =20' ADDRESS: PL PL PL — PL PL PL PL PL PL PL PL PL 14517' ADDRESS: _—_—_ 2PN2C 2PN2C 2PN2C 2PN2C 2PN2C MATCH LINE - CONTINL PL 15313' PL PL J CL J d a a J d J <Z PL a d PL J a I I 30' x 30' G.U.E. 3.3' 3.3' I 30' G.U.E. (P.B. / P. . .R.) 2PN2C 2PN2C 2PN2C 2PN2C 2PN2C 2PN2C ow C.5:S. WALL f w aw ow ow 618' ) TRANSFORMERS DN SHEET S 2PN2C a 2PN2C AD REVISIONS BY z H ~ W ZrZmW°�owaz =o�� w"of st W ¢K= W OW OUI�Nw,--0 W m �QQ¢o�w�D-=�W3o ZonZrawz�~Owz ¢ Z¢ rr w O� o O 0_2 V7JO� W ¢_ � x Z O O x O Z g W Z N U> U)LLI WL�VI 00xF-Z W d= rL~O F- W Z U w W w o W Z o� 3 30o W=x¢=3o0r o O o vI 0 H 3 m P 0¢ w m? U a N 0 M co CO 4-jrrOT co i" W 00 LO 00 U � .n V 0 O J Z ILL - ow O ., o � Q > W z u I— O `^ V) U Li J Z O 0O � C� o D coo C z o � z Q 0 0 Q OW > O Q J � Li Q W 0U) O 0 z C N Z w O Qo F-: oC V JoZ �:D w ¢ 63 Lu o H C.-1 � C) C) w Li U �W Qoo�m O F - Z Z p z C Z O OQ d¢ r J Cn Q U F -I pLu(nQ=Z wo(Z)C z P Q d m I- O ° Baa 0 0 z oa 0 a,� (ID m U Z N O N z, C', N. Lt co O C•� �-�� cu N ZZ3 .� toO cl Z L fiB o) N G N QQ)) N E O f0 co), � • L (0 �.,m o a y�ca�caa�3 Zai Imo— ° o O A cuco° 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F18 Of 24 Sheets F } 0 I I I II I I I n I I I I I I I a I I J d I PL PL PL PL PL PL PL PL PL PL PL PL PL I a_ I I J d I I I / I / J Il I / I / I / J I 0- I / a - I / CL I / J I / J / ADDRESS: I I / / APPARENT PRIVATE ROAD & U.E. I / (P.B. 36/110, P.B.C.R.) U PAVER / C 6' C.L.F. � FENCE FD. N/D (ILLEGIBLE) GATE N 80415.11 E 9 3509.04 I I w w w w n 6' C.L.F. FENCE I I I MATCH LINE - CONTINUED ON SHEET S21 J F d CA J _ f1 ADDRESS: J J d - N d / n_ [l d / J J [l Il PRIVATE CANAL (P.B. 36/110, P.B.C.R.) J J a d PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL L PL PL F r r � r r r \ � v � r W r r � r OUR DRIVE 20 HIDDEN HARBOUR DRIVE EXISTIN 24 HIDDEN HARBOUR DRIVE � r PROPAE EXISTING CONNECTICJ0 , ayo + PROP r TRANSFORIVE C WALK yo1Ai CONNECTION STEPS a EXISTING EXISTING ® + 6' C.B.S. � PAVER CHATT. � � � PA I\ 4 EXISTING DRIVE 4 DRIVE n / IVE \ ____p_ _____p_____p_____p_____p_____D ____p / NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. ADDRESS: GATE FP Supplemental "D r 1200 N. OCEAN BOULEVARD Const., Plan Ph,, I 0' 10' 20' ADDRESS: — — North MATCH LINE - CONTINUED ON SHEET S 17 40' 60' 80' -o r Scale: 1" =20' REVISIONS BY z �~w w w W� o W¢ w Ld W p-.W¢O LSO Wp-'W N Z Z} Z m W (1 Z =per JU W p. H~��0 ~ a te= w� o o w� N¢ a w pQQ¢Wowp�� n~who 0O� W O a X~ W= Z U ~ ¢N O w 2 0 Z 00 0- J W <0 Ll�QOd~fL'a Zln ll0¢ x Z O� O x o Z g W Z N (n U> W—p.Q� W WM 00:z W CL= } U} zUw w=wxpwzo0 3O0- a0 0040¢=p opCno�3M�o¢Wm?c..) a CV Q O co En O CO �OLo bO00 n U C 5 � o J Z LL_ o_ V cc L Q Ld \ w Z ~ O � U Q I L. J Z o 0O � 0 co U LLJ Z Q C) Z � Q O 0 Q Q Ow Of Lli (D Q J � LL. 1<. I OU) o 0 � N Z w F-� �zz_woo V JoZ �:D W�Qzo H rnZ �ooF� w tl v �W aoo�m O F- zOzozz O O¢ ¢ r \ r J Cn Q U [� p Of LLJ OLLJ N-<0: -D N wCMCDM PQ�mP� ° Baa 0 0 p m is y z Z ( Q)m .0 z O Cll CB N i CB Cll •� cuco (c6 o CU : . -IM to O L N G N O Q� Cll M O E CO D ccCncaa�� cap ro`�a� �x(o-0 M ._ �0oo2'cuco�20(0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009—GS Sheet F19 Of 24 Sheets N W W ION NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROX1MATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. d >o, PL PL PL PL >C" MATCH LINE - CONTINUED ON SHEET LOT 1 PL PL PL PL PL PL PL PL PL � PL LOT 3 1310 N. OCEAN BOULEVARD rA� PAVER C.B.S. WALL DRIVE W/COLUMNS PAVER DRIVE 1410 N. OCEAN BOULEVARD FPL Supplemental Const. Plan Ph,, I North 0' 10' 20' 40' 60' 80' PL PL - PL - PL J J d J d J o_ J d Scale: 1" =20' - id ld 1,3041N. OCEAN BOULEVARD id - - - - - - - - - - - - - - - - - - - - ---------� ---- I - - - -i -� - - - - - - - - - - - - - - - - - - - - - - - - - --+� - - - - - - - - - - - - - - �A+ - - - - - - - - - - - - - - - - - - - - - - - - - - +`+ - - -� - - - I - - - - - - - - - - - - - - - - - - T J ------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4' C.L.F. _ __ `- •-z 5' __ 5' C.L.F. •-x__.._„_,_._,_,_._„_._,_._,_,_,_,-,-,-,-,-,_,_,� PAVER F. >d cavil SET N/D STAMPED z zr =o�� ~ate=w�°�ww�v�a�w L DRIVE L30' EASEMENT FOR "SOUTH PRIVATE ROADWAY” (P.B. 25/67, P.B.C.R.) N?Zz�w�WiiaO�� QQaL�OO Wm�(n~w�0 "AVIROM & ASSOC. TRAVERSE PT." 0� 30 EASEMENT FOR SOUTH " PRIVATE ROADWAY (P.B. 25/6; ~ W Q_ a a z a a zW Lj in ��w�(=/10p0= HZ a-= - U H- LL, O J TRANSFORMER U N -�' N 780819.04 a 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 25/67, P.B.C.R.) d E 964352.75 1.5"GAS 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 25/67, P.B.( GAS GAS GAS GAS GAS GAS GAS —O — — — — — — — — — — — — — — — O— GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS O O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GAS GAS GAS — — — — — — — — — GAS GAS GAS GAS — GAS GAS — — — — — — — — — — — — — — — GAS GAS — — — — — — — — — — — — — — — — — — — GAS GAS GAS — — — — — — — — GAS GAS GAS GAS GAS GAS GAS — — — — — — — — — — — — — — — — — — — — — GAS GAS GAS GAS GAS GAS GAS GAS — — — —- GAS GAS GAS GAS GAS GAS - - w w w w w w w w w w w w w w w M w w w w w w w w w w w w w w w - "APC w w oow w (�'r nJ'��JrIYJI.. JPN I'y�L W �C PL dt ow p PL PL PL PL OW—OW m PL PL M PL PL PL ow ow PL PL PL PL PL PL PL PL w PL PL PL o PL PL PL PL PL PL - - PL - - PL ow ow ow - -ow ' Yq P P PL PL PL PL PL ow ow- -�ow - PL PL PL PL PL PL PL -ow ow ow AVERS I 2PN2C 2PNPC PPM 2��'2C PN2C 2PN2C 2PN2C 2PN2C PN2C 2PN2C 2PN2C 2PN2C N 2PN2C 2Fj�FCMIRRORS Jr N_0_GU_Y WIRE J Z 275.4' o ---------------- — — — — —+- CON 2) TRA F �MERS-------------------------------------- -L'2) ar 2.5' -J - - - - - - - - - - - - - - - - �- T4,7' - - - - - - - - - - - - - - - - PNiC - PN1C—�PNiC �`iPN1C-iPN1C--DNX=IPJ�C_-- 4 3, o � 10' EASEMENT FOR PUBLIC UTILITIES 10' S.U.E. - as P7 -AVER \� 176 5' � O 0 161.7' 30' x 30' G.U.E. — 206.0' ri DRIVE \ EXISTING \ I EXISTING TRANSFORMER PAD -\1 EXISTING -4/0TPX 1. C. V. -� W W I q MATCH LINE - CONTINUED ON SHEET S 18 J a_ ADDRESS: F REVISIONS BY z �~w cavil z�w40 L�0 www �waz z zr =o�� ~ate=w�°�ww�v�a�w L O Cn 0- W w H- M- gO -� m¢ W N?Zz�w�WiiaO�� QQaL�OO Wm�(n~w�0 0� Q�za�ww�Wzo ¢_ ~ W Q_ a a z a a zW Lj in ��w�(=/10p0= HZ a-= - U H- LL, w�� n �wrwF- pia 30dL�=xa=3oor o ODU7OI-��F-O QLD G] zU U N a � � 0c) w Cz So o CO a) �!�00 ° o t v Q J Z LL- O ar Q Ld LLJ Z o � U ' w Q v� �- J Z � O 0 0 �CD 1� (n O �1 Ld Z Z Q � O Q W Q LLJ li > Q O Q 0 J LL_ Q w O Cn o 0 CD V7 Z W - H M :z o c) U Z W E-+ O Q000�m F- ID 12) 2 [I-L,j F - w ¢ <„ Q Q � (n e -- Z - W F- w o 0 0 z = z Of = = O FQ0-MF- ° Baa co co Q3 co Q) >,Q) a b L c Q) 2 1 2 a'mc°m �oca�a�Q7�o� Q C n3 Q U p°' °' -0 m 0-a° y .� k N•� (B i .co M(0 c° co Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F'210 Of 24 Sheets LOT 7A NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. 12.5' \ w 7-3 `4j0Tpk T�-4/OTPX�� ' PL PL PL PL PL PL PL PL Pi. f'L PL P'� PI. ,O,i"� Pt d 0 {Q C `+t ----- __. J d J d a J n MATCH LINE - CONTINUED ON SHEET CD - J A to J J d A N � J a A N J d J a a ti LOT 6 J d N J 1320 N. OCEAN BOULEVARD a J 0- a N J d J A � � J 0 � a J A ,ra O JO ti u J 4�b P VC a POST '1 n- PAVER DRIVE \ 4” PVC ' o i POST* -D D___—® PAVER \ PAVER PAVER I- x BR/ ICK DRIVE DRIVE 4” PVC POST- !` 27.0' - - - - - - - - - - - - - - - - - - - - - - 10.0' SET N/D STAMPED "AVIROM & ASSOC. TRAVERSE PT." 16.0' CD a N 780815.55 I 1 TRANSFORMER 3.0' I EL 17, 11 HIDDEN HARBOUR DRIVE PN1C--iPNiC--iPN1C- 3 1d _ _ = 4/OTPX - --4/OTPX- /� So,o' dy �/ / EXISTING EXISTING / ONC. COLUMN / (TYPICAL) / EXISTING .� PAVER DRIVE i ADDRESS: u W --W — W--- w ---W----- W ---- w �w ----w wx , FD. �" I.R. IN 20 PRIVATE ROAD & U.E. EXISTING BOX -CUT (IN ID.) 31714' P.B. 3 6 110, P.B.C.R. N 780782.20 PN1C-- IPN1C—�PNIC-4PN1C--1PN1CPN1C P 1 �PN1C-�PN1C - = 4/OTPX--4-4/OTPX_-4/OTPX----i=4/OTPX_ - - - - - - - - - _ GATE *vTx —�-�-x—x—x—x—x—x— LOT 5A FPL Su lemental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' LOT 5 II Lei 1314 N. OCEAN BOULEVARD AD AREA UNDER CONSTRUCRO --METAL POST*- I- - ------------------------------x-x-x-x-x-x-x-x-x-x-x-x--x-x--x--x- =x= - - - - - - - - - - - - - - - - - - - - - - - - - Lx -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x x 4' C.L.F. a .gyp ASPHALT PAVEMENT (1) TRAN \` iGAS A 'f A � GAS GAS GF a I MM (�E ------------------------- Q-- 4„ACP-- -- 6„ACP w w w w QL1I(. R nW;}36r PL PL III F! FD. III L.B. 3591 \ 0 N 780784.56 PNSC--3PN1C--XPi I1CPN1C- --------------------- PAVERS TRANSFORMER PAD GATE GATE �- CONC. COLUMN a�p- (TYPICAL) r\/IC`TIn I/I ii 19 HIDDEN HARBOUR DRIVE MATCH LINE - CONTINUED ON SHEETS 19 as a as J � EXISTING a d a d J Id sPA-VER — as as P ^, T ERS as M - FOUNTAIN OUR DRIVE A REVISIONS BY LOT 6A ®PROPOSED 10 J Cl - PADM❑UNT TX z H ~ W Lu w �wQO L�0 www z zrzm �waz_ =per JU W p_ H~D_��C7 ~ao=w�oow�Naaw WON(~/JN EXISTING VC W~p�l��=rQW w ��m H PROPOSED PR❑P❑SED 20 ® ❑ MANHOLE PADM❑UNT TX F- Q U~ K a Z 0 0_ C p Q xZ O 0= O Z g W Z N (nw_p, LL (> p.WWN OoxF-z W a- r p-' � c) W z]c=>w0Wwpwzo� 3g 300_L�=xa=3por O PR❑P❑SED fDR, ® EXISTING 10 a N 0 SPLICEB❑X PADM❑UNT TX • ~ EXISTING 30 PROPOSED PADM❑UNT TX DO PRI, SPLICE ❑X co PROPOSED FEEDER SW ® a_ PROPOSED S C rd SPLICEB❑X O CO PROPOSED CAPACITOR® SV SPLICEB❑X a J A to J J d A N � J a A N J d J a a ti LOT 6 J d N J 1320 N. OCEAN BOULEVARD a J 0- a N J d J A � � J 0 � a J A ,ra O JO ti u J 4�b P VC a POST '1 n- PAVER DRIVE \ 4” PVC ' o i POST* -D D___—® PAVER \ PAVER PAVER I- x BR/ ICK DRIVE DRIVE 4” PVC POST- !` 27.0' - - - - - - - - - - - - - - - - - - - - - - 10.0' SET N/D STAMPED "AVIROM & ASSOC. TRAVERSE PT." 16.0' CD a N 780815.55 I 1 TRANSFORMER 3.0' I EL 17, 11 HIDDEN HARBOUR DRIVE PN1C--iPNiC--iPN1C- 3 1d _ _ = 4/OTPX - --4/OTPX- /� So,o' dy �/ / EXISTING EXISTING / ONC. COLUMN / (TYPICAL) / EXISTING .� PAVER DRIVE i ADDRESS: u W --W — W--- w ---W----- W ---- w �w ----w wx , FD. �" I.R. IN 20 PRIVATE ROAD & U.E. EXISTING BOX -CUT (IN ID.) 31714' P.B. 3 6 110, P.B.C.R. N 780782.20 PN1C-- IPN1C—�PNIC-4PN1C--1PN1CPN1C P 1 �PN1C-�PN1C - = 4/OTPX--4-4/OTPX_-4/OTPX----i=4/OTPX_ - - - - - - - - - _ GATE *vTx —�-�-x—x—x—x—x—x— LOT 5A FPL Su lemental Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' LOT 5 II Lei 1314 N. OCEAN BOULEVARD AD AREA UNDER CONSTRUCRO --METAL POST*- I- - ------------------------------x-x-x-x-x-x-x-x-x-x-x-x--x-x--x--x- =x= - - - - - - - - - - - - - - - - - - - - - - - - - Lx -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x x 4' C.L.F. a .gyp ASPHALT PAVEMENT (1) TRAN \` iGAS A 'f A � GAS GAS GF a I MM (�E ------------------------- Q-- 4„ACP-- -- 6„ACP w w w w QL1I(. R nW;}36r PL PL III F! FD. III L.B. 3591 \ 0 N 780784.56 PNSC--3PN1C--XPi I1CPN1C- --------------------- PAVERS TRANSFORMER PAD GATE GATE �- CONC. COLUMN a�p- (TYPICAL) r\/IC`TIn I/I ii 19 HIDDEN HARBOUR DRIVE MATCH LINE - CONTINUED ON SHEETS 19 as a as J � EXISTING a d a d J Id sPA-VER — as as P ^, T ERS as M - FOUNTAIN OUR DRIVE A REVISIONS BY z H ~ W Lu w �wQO L�0 www z zrzm �waz_ =per JU W p_ H~D_��C7 ~ao=w�oow�Naaw WON(~/JN W~p�l��=rQW w ��m H H� xQQa�owm��~who p W O a X~ W= Z U ~ Z p VI r w o x~ o X p z QNOw�2 Z 0 JwZQ0 F- Q U~ K a Z 0 0_ C p Q xZ O 0= O Z g W Z N (nw_p, LL (> p.WWN OoxF-z W a- r p-' � c) W z]c=>w0Wwpwzo� 3g 300_L�=xa=3por O Op U1 o H3 mH 0¢W M C) a N 0 • ~ C% co rd O CO �w00 Lo O Cc) r^ U C Q �NN O J Z LL_ O_ V cc_ L L Q > LI Z ~ O (/') U IL J Z O � 0 0 LLJ Z C) � z Q � O 0 o Q Ow Of > O a0 J � d. LL.Q w O r rl O O r C vi z w O C F -I �zz_woo V JoZ �:D w ¢ z o Hcl— CID m w Li v w C -, � N � Z m z z p z o z O O¢ ¢ r \ r J C n Q U O N Z wQLu w o 0 0 �i Z = Z = Z = O P Q d m P U ° Baa �`) -6 `°a 0 0 ~Qai�a�� p Q) L y ° zoa m0 m .0 z N IS? � o Qz 0 '0--) Q) Z Q) Q) O n3 Q) O ;? z 43 Q U ' Qs Q'10 cz m Qa° 0 .0 �,m Q, -t� 4� �-' Q) M 6):s z x N -00 N O O 'W N W ° 0 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F21 Of 24 Sheets N L� pno .8 \ 8, ,ISA 1�A 1420 N. OCEAN BOULEVARD 1� BRICK WALL W/CONC COLUMN (TYPICAL) 'v sopt � \ \\ GRAVEL DRIVE\\ W/PAVER RIBBON \ Ow METAL POST_• W/CAMERA 0 UTILITY BOX- -\a 2 a/ 0� vo W -\a -�a -�a NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. \ SQyA 0 ,► 1d o \ MATCH LINE - CONTINUED ON SHEET �S \ W q W w z O N Y 0 J Q z W f - ED 0- L, 0 Q q z 0 Q w \ GULF STREAM GOLF UB \ 2401 N. OCEAN BOULEV `\\ FD.-N/,D (ILLEGIBLE) 781235,97 \ \ E 4370.57 ` 4 4PN4C GRAVEL DRIVE' W/PAVER RIBBON F` iTYpe qlcK CURS 1" METAL PIPE TYPICAL) \ C'l1NTRllI -- W L-'. In FPL Su ®PROPOSED BY 10 PADM❑UNT TX ® PROPOSED 20 B PADM❑UNT TX ®EXISTING 10 PADM❑UNT TX EXISTING 30 W F--0 WL d L'. O� W S W Z Z} Z m W W Z =O�JC� W PADM❑UNT TX PROPOSEDE FEEDER SW ®PROPOSED CAPACIT❑R EXISTING SVC MANHOLE PROPOSED FDR. SPLICEB❑X PROPOSED PRI. SPLICEB❑X ® PROPOSED SVC SPLICEB❑X ® EXISTING SVC SPLICEB❑X lemental Const. Plan Ph. I North Scale: 1" =20' PROPOSED CIRCUITS (TYPICAL) 1-4/OQPX 1-4/OQPX 1-4/OTPX 1-4/OTPX 2-4/OTPX 2-4/OTPX 350QPX 350QPX 350QPX IPNIC IPNIC 1PN1C 2PN2C 2PN2C 2PN2C 3PN3C 3PN3C 3PN3C 4PN4C 4PN4C 4PN4C 6PN2C 6PN2C 6PN2C 6PN6C 6PN6C 6PN6C EXISTING CIRCUITS (TYPICAL) 1-4/OTPX-1-4/OTPX-4/OTPX 2-4/OTPX2-4/OTPX2-4/OTPX �PNIC- PNIC- PNIC- PNIC- 2PN2C2PN2C2PN2C2PN2C 3PN3C 3PN3C 3PN3C 3PN3C 4PN4C-----4PN4C,4PN4C---4PN4C 6PN6CPN6CPN6CPN6C SUMP PUMP RIM EL.=1.01' S.E. INV. EL.=0.16' (2" P.V.C.) BOTTOM OF STRUCTURE EL.= -4.46' 331.5' PATH - _ �rry�C FfN3C ` 7.- N3C�3C��Y3C _ 3PN3C 3PN3C---3 3PN3CPN3C3PN3C � , 4 PR�Vq TEEASEMENT - - _ 3PN3C r' 3PN3C \ EA SEMEN T (D. B. 102811 55, P. B. C. R DEED LINE --- W-� 1-10 N. OCEAN BOULEVARD GENERATOR—F�v - W IN, W w IN, A/C w C.B.S. WALL BUILDING BUILDIN( I MATCH LINE - CONTINUED ON SHEET S20 ^W 0 REVISIONS BY z w N��o�WwQ� Lu W F--0 WL d L'. O� W S W Z Z} Z m W W Z =O�JC� W ow, OUI v~iNw�mW W w? Z z~ d m H w O c �QQ¢Wow°��n~W�o 0 W O a X~ W= Z U ~ Z p VI } W O=~ O X Z ¢ N Q O �F-QUd~Ka ¢ =Z O� O= O Z m W Z 0 onw_mEWWN U> 00=F -z �Wg W �_ }0-'�UO� W zc=>w�wwowZo0 3g 3000=x¢=0oor o oo0oP3m Po¢Wm?c..� a N O • ~ C% OC O 4-j 00 Lo bCq n 00 U Cq Q O J Z LL - ow O ., V � % Q > W Z � ~ O U ILL. J Z O 0O � CD U) O Z pC) Z � Q O 0 Q OW > o 0 ao J � d. LL. Q W O O O LiN Z z w O a� CS F- CD P: �zz,ID W U w Q�p�m Z Z O z Z O OQ d¢ r \ r J C n Q U E— p W C/) OU) CD CD wpop�iz P ¢ d m P CSC) ° Baa O O ppm °. ��y� Z a� h.2 N N .0 � O N z, CB N Lt co O C•� ��w to O L (iB N G Q N 0 Q'1�'m�� Qa° ° j�a� N M S -Z Z Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F22 Of 24 Sheets I I I I I I I I I I I I I I \ A� I A< I I I I I I 1 I I I I I I I I I I 1 I I I I MATCH LINE - CONTINUED ON SHEET 1430 N. OCEAN BOULEVA�F 1�4�OQA�. \ A� 1 `4.100P \ A� 5,7 \ �iF T� ti >�� dip °� 96 6>>j� C� ST9 \ \ 6 0T 0 � \ �IL\ off, °i,7 ma FPL Su, lemental Const. Plan Ph. I 0' 10' 20' 40' 60' 80' \\ North Scale: v =20' ok \ \ \\ GULF STREAM GOLF CLUB \ o� 2401 N. OCEAN BOULEVARD \ \ \ \ \ S 0 \ 4017' \ \ 0 \ o \ \ O\ \ \ \ \ ok \ op � 0 � y �0/p A A \ O \+ \ 1-4/pQPx a ra a a ra a NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. 190 1424 N. OCEAN BOULEVARD \ 1-4/pQPx \ \\ � q x 5.3' REVISIONS BY / 3tr z �~w w~�w¢o �Owxw bi z zrzm -wwz =O�JU' W �gtL��(.7 ~ate=w�oow�Naaw �Q xQQawow°��cn~who m W O a X~ W= Z U ~ / Q N O w 2 Z J w ZQ 0 3 V6 R U> ��wQ =D- U) go��z Ld LLJr ~ o� zc=>w�wwowzo0r 3g 3 O d W= 2 Q= 3 p O r O O Q U1 O H 3 H 0¢ W m z U a N 0 3 a i co CO �w00 Lo o 0 U C / / O NOTE: LINEAR DIMENSIONS SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR DETERMINING EXACT DISTANCES. DIMENSIONS INDICATING EQUIPMENT LOCATIONS ARE WITHIN ACCEPTABLE TOLLERANCES FOR USE IN PLACING EQUIPMENT. 190 1424 N. OCEAN BOULEVARD \ 1-4/pQPx \ \\ � q x 5.3' REVISIONS BY z �~w w~�w¢o �Owxw bi z zrzm -wwz =O�JU' W �gtL��(.7 ~ate=w�oow�Naaw xQQawow°��cn~who m W O a X~ W= Z U ~ Q N O w 2 Z J w ZQ 0 ��-QUd~r)fazmrL�c�¢ x Z O CY O x O Z g W Z N U> ��wQ =D- U) go��z Ld LLJr ~ o� zc=>w�wwowzo0r 3g 3 O d W= 2 Q= 3 p O r O O Q U1 O H 3 H 0¢ W m z U a N 0 co CO �w00 Lo o 0 U C O J Z LL- O ., o L Q � W Z � ~ O � V) U Q L.L. J Z 00 � 0 oco D C LLJQ Z Z Q O 0 Q OW > o O a0 J � d. LL. Q LSI O r rl O O z N z W Qo Z�c.�� zzcnoo V O z W 1 ice- W�QZD H c/1 � C) (Z) w U =) W Q�cp32m O F- �y ZOzCZZ O r \ Cn Q U [� in of LLJ ON¢CDC-D} w Cm 0 m w Z � Qdml=-C)U ° Baa 00 ~ �� o�,a'o aai ppm o . �y� Z-oa 'CIO) � `� 'U s: (U cm a) S .� T°'a�icoz oma)) E "a)m 0 C) m Q3" .0 Q) 6)� z x N -0Q N L •� i O O c N Com/) 2 Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB ,lob # 2009 -GS Sheet F23 Of 24 Sheets 1 7' 75'/ 52' MA TCH- CONTINITEDTOT GULF STREAM GOLF CLUB 2401 N. OCEAN BOULEVARD HMATCH -CONTINUED TOP RIGHTUH F NO �gC \ gAti AC N' gA� gc ARD \ \\ MATCH LINE - CONTINUED ON SHEET S23 0 F REVISIONS BY Z � ~ W N ��-�WwaE W ~ w¢ 0 W O w w n z z z}ooWaz U' ~a�=w�oow�Naaw O Ulm W W O m a W a O m (n ~ W w w 3 0 Q Q p W 0 X~ Z,:Z U ~ ~ Z p U l} W O X p Z Q Z Q W Z~ p H W Z U N O a U1W= J H J h a�HUw�Of<z a -a0< �O o ZU U)wu1EXWW=n _00=rz W ULd U)WHWrW~U~O a Z U W W W pL u Z d' 3 o d W=- Q= 3 p o r O O p W 0 3 2 H O Q W M? U U N a o o �co w Cz Cn o CO W 00 a �t� o 00 U � o CA n 0 O J Z LL- O F a� Q L� w > � z ~ O � cl� U J Z � O 0 0 wCDcr) 1� CD M--1 z o � z L Q z Tvr1 O C) 1-- o Q w w o O Q 0 J Li Q w O Cn O O CD N z W O H z�0�0 �zzN� LLJ � w (5 ¢ o Q �z m � (Y -i ZOZOOZ 0 iJ JU [� D Lil (n Q = Z ON¢ of Cf C�}�}N W C O(D CM Z = Z Of = = Q F-- Q d m F-- U ° Baa coca a� O O m N m O S" .� . Q)O i� L .� ZZ, �oo� °-Qm0-a O O h c Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009—GS Sheet F24 Of 24 Sheets