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Home My Public Portal AboutProgress Reports (2) Renee Basel From:John Zoerhof <jzoerhof@HYPOWERINC.COM> Sent:Wednesday, August 27, 2014 9:38 AM To:Danny Brannon (DBrannon@BnGEngineers.com) Cc:Cliff Spitzer; Wayne Wilson - JHV (wwilson@jordanhighvoltage.com); Mike Lobdell (lobdell@bellsouth.net); Lehr, John Subject:Progress Reports Attachments:Progress FPL 8-27-14.pdf; A05CK158 8-27-14.pdf; A05CK159 8-27-14.pdf Danny, 3 pulls remain on the Primary that are expected to be completed this morning  T-4 to New HH on Pelican  T-5 to T-6  T-1 to Primary HH (Jamaica) 2 High Style Transformers were not included in the delivery and were picked up this morning to be set/terminated on South Road (T-22 & T-25) All remaining transformers are set and terminated with the exception of terminations being required at the following.  T-1  T-5  T-9 Cable is pulled to the 3 phase TX (T-10) That will require an outage to be changed. Primary Riser is up and complete to the bottom of the switch on George Bush. Needs Top Side Jumpers. Plan is to begin heating URD on Thursday 8/28. Switch Orders are in hand for the North and South Portion but not the Middle as of yesterday afternoon. We will begin heating the URD on the south end as the steps allow to heat up more transformers quickly. , 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  1 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 T-1 INACCESSIBLE ® 13KV FUTURE 23KV F-1 23KV ® SALT SPRAY F� NULL 12614-3(T:O.) 30-15OKVA 120 208V) 12615-3((((770.)))) 6-8106-62 1- -5 12616-3 T.O. T-29 18568-12 12614-2 18569-18 12615-2 18570-22 - A&C052') -� - - - - - - - - �3-----I 18569-19 FOR CONTINUATION SEE DWG A05CK159 N 185710 (30392')1-----�--------- eA A A �- --- T-22 T-23 p0��6\j Com- - - ��(l'5ss-179 soKVA(ss) 850WA(SS)(LTG) C 50KVA(SS)(PWR) I" n / 030405' 6-8106-7320-0-8 s-alas-asl3-o-s r-2a �� P ( )OPEN DELTA Q'r•-----------T-----L_589_16 A05R171 18570-1, 18569-11 I A05R172 B 50KVA(SS) u) 1 u'1 I N6-8106-5113-0-3 O p I18570-10 _< I < 18569-1018570-13 I 1t`rB-A -Am18 1859-8 S_PRIVATE RDI rB - Bm 18570-12 i T-28 N 077' 18569-15 ��jj��''''jjj R 5=A(SS�- - 18569-7 )�) j 6-8106-8713-0-1 1�- I �I 8 18569-14 18569-6(N.O. LLL (C01,850' 1 ' f ' - I 18569-12 18569-131 - J 1 I T-27 �(B&COST) C - CB- - - CB- C = B e F- C B - I�SSL C B 1- C - i- C - - B J t 6 8106 7215 0 _ (80449) (80374')7 (BO167')j 6-8106-7215-0-2 N HIDDEN HARBOUR OR 1 T-25 T-6013 I I _ _ _ _ _ _ 8!0EKVA(SSj(LTG) C50KVA(SS)(PWR) 1 O a w ! ^C (CO287' -C C c0434' 68108-8 13-0-2 I Q V '�'� ' 1 m T-1 ) 18570-9 ( ) 1 ( 1 n I �l O o vv I = T-15 T-21 18570-8 �i141 OPEN DELTA C 50KVA T-20 / 18570-7 I 0= ( 0= 1 _ < 6-8106-7210-0-6 ) 6-e106-4e12-0-0 I 0 01 ION C37KVA 18570-8 m p l p O O w 77')--------� A_0_5_R175_ --- 6-8106-5612-0-3 �_-_---------<i- A05R173 al --- 18566-3 1 -------------------- M1 N I lr Nr---- 5Rl81 ` 1:14, 1 •\\ ---A05R183 00l � i I ooi A05R181 I (n,� as6a-2 I �� T-19 001 00 I I I DOI I<•(ehCO3 a�5'q')� 18568-16 ASOKVA( `� :RO��ZEEMENT CSOKVA u)1 � I--- I LO J I V 6-8106-7106-0-8 6-8106-4706-0-7 t pl O T-17 T-18 OI -A - < 1851S5-17 (N.O.) ` J IMPO TAd1 <1 < 1850KVA(SS)(LTG) C 5OKVA(SS)(PWRg� T-16 I (Zt 9Q� �� L(�27 -p - (109 )-p - 18565-15 �� ,2 THE UNDERGROUND FAgIJTIES AND ASSOCIATED EQUIPMENT ARE IN 1 I 06-8106-6106-0-3 B50KVA(SS) _ THE RIGHT OF WAY DUE TO SPECIAL REQUEST BY THE LOCAL U B - -b- -B - 18566-11 A �� GOVERNMENT AGENCY AND ARE COVERED BY SPECIAL AGREEMENT 18570-4 18570-5(N.O.) I (C0-C J I OPEN DELTA_ (!:0234' I 8-810t1-8406-0-0 1 -C - o� -C 18567-13 OSRJBp WITH THE LOCA. GOVERNMENT. SHOULD THE LOCAL GOVERNMENT OR r- -C - - rC - - -C - - LJ � - - J- - OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR HIDDEN HARBOUR DR (BO224') (60227') < m -C - 1 - -B - - -i-B - B- I U -B - ��` REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY W - -L OR LITER BE MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE U• -�' S HIDDEN HARBOUR DR -C - -C - i- -C 1 G -A- o -A - T-1 LOCAL GOVERNMENT SWI. PROVIDE FPL WITH A SUBSTITUTE LOCATION, I 18569-5 18570-2 I f C0534' 109' 18565-14 30-30OKVA 120 208V LOOP Z -C - - -C -C - - -C I 18589-3 m T ), ( ) ( l ) (LOOP) INCLUDING ANY EASEMENTS THAT MAY BE NECESSARY, AND PAY ANY T- - I SA 80889 18566-10 6-8106-7406-0-4 < I V I I < 1 , ) COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE = 1 P.M. VISTA DISC. SW. N 18570-3 18569-2 1 ! 1,Q 18567-12 T-13 Lack GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO (C0554') 18569-4 I ___ m of U 6-8106 l 6-8,05-8699-6-8 _--__-- ---- T LOCATE, REPOSE PROTECT OR SUPPORT THE FACILITIES, S, O THE EVENT l 2 WAY r--- T I v_ OF FUTURE CONSTRUCTION OR EXCAVATION IN CLOSE PROXIMITY TO I 1,) SW#¢:55073 55074 1 % < ' THE FACILITIES. REQUEST A COPY OF THE RIGHT OF WAY AGREEMENT 6-8105 I 2.) 171 1 // F F LOOP LOADING FROM DOC FILES/GO FOR FURTHER DETALS. SW Q -----------------------------) 3.) 818568-12 1 / F II 1 450 500 537 0 818566-12 / um The location and existence of any facilities FUSE 30 O 80 'E' / 1 2 3 4 I I Imay not be relied upon by the supplier in 6-8105-6899-3-1 / A05R180 responding to a bid or in complying with 4.) Al 8568-1 / 1 Bt 8569-1 /------------------------------------------------------- any contract. Supplier Is responsible for 018570-1 < A05R184 evaluating site conditions both above and FUSE 30 0 80 'E' T-12 18567-11 I I LOOLOADING below ground Including underground 6-8105-6899-4-0 CIOOKVA(SS) �` 18567-9 T-11 F.--'00 facility locations. 6-8105-6898-0-0 C50KVA(SS) 550 567 450 00 O 0a ( 18567-10 " I 6-8105-6996-0-1 I I (T 18567_8 CONSTRUCTION NOTES - WR/ 4442448 0= aC •1 I m I v 18565-13 I() N T-5 LO p 1 tJ cel 18566-9 A05R180 NOM < i Q 6 8105 A)(SS) c < 1 r--- -'- -1 " 18567-7 A05R161 A05R 77 6-8105-5198-0-7 a: (00289') T-4 o i I A05R184 I I -A I- -A - - -A - - -A - A05R163 AO5R178 18566-3- -B y- -B - - B - B - T-10 A05Ri64 A05R1180 s-aloe-ease-o-9 � i I T-a A05R185 l—c — — —c — — —c — a I 8167KVA(SS)(LTG) 30-300KVA(120/208V) A05Ri66 A05R781 A05R167 A05R182 18588-2 3 1 18566-4� I 3 1 T-7 -C 1-• - -O - - -Q - 6-8105-7295-0-0 A05R168 AO5R183 $I I m B - - LB - - -B - - -B - 18565-12 A05RI69 A05R185 1 I I o I C50KVA(SS)(PWR) - - -U - - -A - - -p - 30-300KVA(120/208V)(SS)(DF) A05RI70 A05R184 m I I I i 6-81OPEN DELTA-7 _ PRIVATE LN _ _ I 18566-8 A05Ri71 A05R188 18566-7 T-9 16587-S in A05R184 18567-6 A05RI72 A0511187 7 A05R173 A05R88 L 18566-6 CSOKVA(SS) A05R17AOR19 - - - - 8-8105-8595-0-1 A05R185 A05R,75 A0B018567-3 (N.O.) 18567_A058P30 AO5CK15D_IFTWOOD LA_DINGO RD 118567-2 A05R185y R7,3 m A05BP71 A05R53 A 100KVA(SS) A05BP22 A05R149 A5R42 AD Bp I6-810-492-0-SW#:55072 B3 I m 6-8105-6793-0-8 A018565-8 18585-9(N.O.) - - - - - - - - - - - - - - - - i pfUCAN LN I IT'- - - ----� -- w ------ BR50 A15CK159 A05R187A05CK718 ------- BA- - -A A05R115 A05R190 A3�I -a - - aUTILITYCONTACT LIS 0(07(30670') CALL SUNSHINE 1-800-432-477 I d I - - PELICAN LN 18565-7 (A0664') - a - - - a - - ' B - "I I O A A- i -A- - -A-:--A -4 c,� I I -4 J -A - - -A ,�..1� I I (A0309') 18585-5 A0194) 18565-3 A,OOKVA(SS) 18565-6 1 18565-4 180445') A50KVA(SS)18565-2I I I -1 i i REFERENCE DWG's 6-8105-4191-0-1 T-2 6-8105-5191-0-6 m A 100KVA(SS) 6-8105-5191-0-6,mi L---------i 1 Q THIS DRAWING S U P E R C E D E S A05R186 A05CK159 A05R175 A05R177 18 8105-4891-0-0 ° I MNM I I It °') 00 DWG# A05CK 1 16 A05R188 A05R185 A05R174 A05R176 pIa, m� II aDl DO A05R189 A05R184 A05R173 A05CK178 I A18565-1 NI I A05R190 A05R183 A05R172 < O- 818566-1 ' ,, I gym— class?-1 QI a A05R187 A05R182 A05R171 e O 10 FUSE 30 O 80 'K' I a < 6-8105-5585-0-1 I 35o cu___.___ _ + - - - � - I GEORGE BUSH BLVD TWNP:AIL-- RNG: AL SEC: 04- QTR: /F�CER�TIFIED PY AS-BUILT CREW PRINT Easement? YES❑ NO ❑ Survey/Stoke? YES❑ No ❑ Work with SMO? YES C] No ® DESIGNED BY M. BONNORONT M/A; BR + •�°n10°°° °f°�a� Tree Work? TEs❑ NQ ❑ Designer/Stoke? tis❑ No ❑ CT/Special Mtr? Yes❑ NO ❑ DRAWN BY D. RODBERG GULFSTREAM OMPLETED as shown on this AS-BUILT print.aterial changes shown on ROS. Map Posting? YES® NO ❑ Trench Feet Duct Bank Feet DATE 12/11/12 US A1A BTWN PE ICAN LN & GOLFVIEW DR -� CIN OR. 01ST. COUNTY ASTATE RDR FAA MAP N0. 0-0391 GULFSTREAM%PALM 'BCH CNN, FL r All re vi dd round rods Have been driven g verified to be g12 WMD RR XING COUNTY RD. TRANSM. 0 N.T.S. T 4442448 0 09/12/12 PULL FOR do PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM within F�L standards. Yaluss are shown at all locations. DWG N0. A05CnK 158 q 3 ASBUILT AUTH NO. N0. DATE REVISION oremana ° ra -- Posted by Telephone Request? YEs❑ No ❑ CAN Request? YES NO ❑ FEET wR:44424481wRD044-42-448 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 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. 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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. 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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. 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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/*,-! 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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. 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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 . 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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