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HomeMy Public PortalAboutB Phase - Driftwood Area Renee Basel From:John Zoerhof <jzoerhof@HYPOWERINC.COM> Sent:Tuesday, August 19, 2014 5:32 PM To:Danny Brannon (DBrannon@BnGEngineers.com) Cc:Cliff Spitzer Subject:B Phase - Driftwood Area Attachments:TX 4, 5 & Riser Phase B Pull Boxes.pdf Danny, The B phase pulls between T-4 and the pole on George Bush as well as the pull between T-4 and T-5 are proving to have too many bends and overall length. T-4 to George Bush has 6 bends (counting the riser bends) T-4 to T-5 has 5 (counting riser bends) The supplemental plans show no Primary boxes in this area. We would like to propose setting two primary splice boxes in the locations shown on F-14 & F-15 drawings attached in the ballooned areas. (The FPL Set showed a box at the F-15 location) , Regards John Zoerhof Division Manager – Power Services Direct 954.917.1439 Cell 954.448.0369 954.978.9300 – Main 954.978.8666. - Fax Please consider the environment before printing this e-mail  NOTICE: This email is intended solely for the use of the individual to whom it is addressed and may contain information that is privileged, confidential or otherwise exempt from disclosure. If the reader of this email is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us by telephone and return the original message to us at the listed email address. Thank You. 1 F L PL PL PL STA: 491+86.57 GATE w �W OFFSET: 0.02 R 6' C.B.S. WALL W R W R W R W R W w R w R/ R/W R/W R/W R/W R/W R/W R/W R/W R/W LR ----__- Y� R W— ASPHALT PAT 4,3 6"ACPw aW ow \ ?�PN3C — RI RI - 192, 'BL 3 BL 1 BL BL —==---BL BL IBL BL 131,5-�ASPHALT GRAVEL DRIVE 10,0' / X n. 0 x � CL a 10,0'CD ASPHALT UNIVL CONI. 5.6' r CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND 41 4PN4C z R/W R/W R/W /Wla M L Bir ASPHALT c' DRIVE 3vi w w II I ASPHALT', 3 DRIVE 38.0/ r� / I 0-)R/ R w iI 3.0 qo 1 1 I 3 IW ip) I Z w CONVERT EXIST. 2.01 I J OVERHEAD SERVICE i > 3 998 PELICAN LANE TO UNDERGROUND ! 6 N 6' I CONVERT EXIST. J OOD cu i OVERHEAD SERVICE N W _L) TO UNDERGROUND A 996 PELICAN LANE 7►� I W z D n w P.V.B. - 0 i > L PL PL PL PL PL PL Pt- � < -4/OTPX GM MATCH LINE - CONTINUED ON THIS SHEET TO THE RIGHT B B 3 N� 3 M/a M/a I a W z W n � I a W z W 0 I 3 a W I -o z W n a I I 3 3PN3C � * w I� �I m PL PL z PL--�-- EXISTING C6 m l N I N Ivi�l 0 -- -- -- -- -- -- -- w W I N N FD. 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WALL W R W R W R W R W w R w R/ R/W R/W R/W R/W R/W R/W R/W R/W R/W LR ----__- Y� R W— ASPHALT PAT 4,3 6"ACPw aW ow \ ?�PN3C — RI RI - 192, 'BL 3 BL 1 BL BL —==---BL BL IBL BL 131,5-�ASPHALT GRAVEL DRIVE 10,0' / X n. 0 x � CL a 10,0'CD ASPHALT UNIVL CONI. 5.6' r CONVERT EXIST. OVERHEAD SERVICE TO UNDERGROUND 41 4PN4C z R/W R/W R/W /Wla M L Bir ASPHALT c' DRIVE 3vi w w II I ASPHALT', 3 DRIVE 38.0/ r� / I 0-)R/ R w iI 3.0 qo 1 1 I 3 IW ip) I Z w CONVERT EXIST. 2.01 I J OVERHEAD SERVICE i > 3 998 PELICAN LANE TO UNDERGROUND ! 6 N 6' I CONVERT EXIST. 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WALK 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 W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ 0�0F3 F--� ,?PN.3.0 _---7--- 3PN3C -7--_3PN3C ?pgPNgr w 3PN3C HWGAIL 3PN3C 3PN3C 3PN3C 3PN3C 3PN3C 20' ROAD (P.B. 8/40, P.B.C.R.) �­rC'ACP w w w w w w W W W PELICAN LANE _ ASPHALT PATCH RUBBER SPEED 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 (P.B. 23/185, P.B.C.R.) W CONC. CONC. WALK W R/W R/W R/W �! R ' 5' WOOD FENCE I i 2' CURB &GUTTER PAVER i PAVER ® PAVER PAVER ® PAVER PAVER DRIVE 1LDRIVE DRIVE ® DRIVE DRIVE ® DRIVE I � I FD. �" I.R. i IN BOX -CUT (NO ID.) N 779706.39 16 F 9F4157 44 i m m I� �' Of �i cS BY I� �I m N N C6 m l N I N Ivi�l 0 w W I N I J J I 00 I : I i I i I m I U U I v I J I r r r rE r Z H ~ W wj I m m m w z Z} Z m 0, W Z tl o_ I z w I0'0I w L` L` I Q I � � I Iw wIEJ w I�;�� Q I Cn U) z Iw w o' I � r r r r r I � OT 8 ' OT 7 I I I I r r r r r 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.) I— — — — — — — -------------------- ___ _ __ _ __ _ _____ ________________....... _____________ --------------------------------------------------- I � � I PL PL PL PL PL I r-----------------------------T--------------------------F -- - - - - - - -- - - - -n - - _ _._ - ---------- i I 5' EASEMENT FOR PUBLIC UTILITIES (P.B. 23/185, I I I i i I I i i i ' I C'onst. I I a LOT 5 LOT 4 LOT 2 I � I I I � 0' 10' 20' 40' 60' 80' I � I � I I � LOT 7 -- -- - - -- --- I A LOT 6 I I Forth Scale: 1" =20' HEFT TO THE LEFT REVISIONS BY Z H ~ W wj w z Z} Z m 0, W Z =��a a5=w1-1a.0c2 ~�oow�N¢aW 0 0 DQ Q¢L�Owm�(n~w�0 O I— a' W a X~ W- Z O zocna>_ w01F ¢ z¢�w o�o O 2 J O H w ¢- a UWH J J(n ~ = Z U> 0 Z W Z, 0� 0= g wIL='im 000 a~ W �w}W� 0 a 0CD(n0l-3mF-0¢wm?U a N 0 06 4� 'r U 'V co CO �i� O CO c Gz. 00 � 0 Lo 4� all biD O 0c) U C O _J Z LL O V � ^% Q > W z ~ o � U Li J Z � O 0O C� "fo 1 C Z p Z � Q o' O 0 Q OW Elf > O a0 J 11� LL Q W O r r1 O O Z C -D N z w O ao � F- z�F-_� �zzLo c/1 w LL U Z w Q�p�m Irl Z � p/ zpzozz U U O¢ w J N r>2 Q U ON¢G�G�}N}N LL, 0 0 0 W z i-Qdm�U ° Baa W h .� N ° a ° ° cu (3) is p ° y L N 'V N ° N (, °c•��c �-cm cu N � .� IS I- O N co"O pOj 0- �ON,'1Q4 m Qa° C) :3a-t� �-C3 N i •� i Imo- ° o o A m co 0 ° co Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F14 Of 24 Sheets I I I I I I I I I ld ld ld Id ld Id ld Id I I 1 I II 555 PELICAN LANE PAVERS ld 1 STORY RESIDENCE MATCH LINE - CONTINUED ON SHEET S 17 FD. N/D_/ 1 (ILLEG BLE) N 7798-8.89 CONIC. a� E 9634 7.16 COLUMN 3 n d 3 J PAVERS 3 3 A/C PAD W L \IJI IIY 2-4/OTPX 2-4/OTPX �R(Zr ROAD PSR P.B. 8840, P.B.C.R.) 2PN2C 2PN2C 2PN2C N2C 2 �,F� p R ld CD W CD ASPHALT x -PATCH o� WOOD GATE 10 f PROPANE o CONNECTION STONE W A RIVE Z H ~ W wwwQ'HHOa'W:2 a � 0 x ~ao=w�OowLdNaaW A PAVERS ASPHALT o, PAVERS 2 DRIFTWOOD LANDING CONIC. I ING PAVERS 2"GP W w w 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 10711' 4 z —4U EASLIMEN ` — — (LJ SD SD SD SD SD SD GRAVEL n GRAVEL GRAVEL o 6"PVC a 3 DRIVE DRIVE DRIVE J 4' WIRE FENCE --- a I 'I -------------------------- p Za 3 1 a PROPANE a I CU j CONNECTION I I I I d I I I J I Cd i 11 DRIFTWOOD LANDING z N I d 6 DRIFTWOOD LANDING I I J I > �- I I a o I I I Cd I I j N � I I 31 I I � I I c5 M - - I I � N I as 3 I a (U I 29614' 1 o 3 j m 01 - EXISTING b Z I a cu I N FD.gN ED U II , "OSO N0. L31 NO. 1601" as Ij I ip/�- N 779713.75 FU J I! 12' U.E. (O.R.B. 10782/960, P.B.C.R.) ;�g� I /Xd E 963824.90 I a_ 0i, J i Y/� STA: 490+88.87 PAVER GATE C)_ Xd�p/�' EXISTINGOFFSET: 0.04 R Iu.......1 5>' C. L. iJL LJL LJL LJL3 --� ------ --xJ ��_xex_xs-----��x=,���.��---------x---- —max = x- __ DRIVE I j 6" C P w w w w w w EX INTI ' "WIRE-FEfSCE w x x x w w w R.. . NN -{/ W R/Vt-- R%W R/W R/W R/W R/W R/W R/W—�/W R--{ R/W R/W R/W R/W R/W R/W R/W R W R/W- r __ ! 2-g�OTpX 16 0' I - 2PfV2C fgW R/ 2-4/OTPX 2-4/OTPX �R(Zr ROAD PSR P.B. 8840, P.B.C.R.) 2PN2C 2PN2C 2PN2C N2C 2 �,F� p R 1) TRANSFORMER INtSy J I t L— STONE M PAVERS 1O O' AVER WOOD GATE 2 S' DRIVE PROPANE o CONNECTION STONE W RIVE Z H ~ W wwwQ'HHOa'W:2 a F.P.L. ANCHOR EASEMENT WALK ~ao=w�OowLdNaaW PAVERS (P.B. 30/231-232, P.B. C.R.) PAVERS � a r 3,0 EXISTING W F J (n it aa0V)M0 c < =w�aaw�z000=HZ ~1 UO W 2U(n F-wrl...I OERa ZOd a=3 (1) TRANSFORMER U N 00 EXI TING 10,0/ •r EXISTING 'a,� W CZ - �-- % �V v o CO tj °' 00 109,0/ E O 00 N E ISTING U) v C) O J z LL_ O Q 2002 PELICAN LANE W m Z � o C/O U ' w C) v� �- J LANE � O 0O 0 r 1302 PELICAN � LLJ I I Z Q � I N 2525 PELICAN LANE Q OLd F id ld ld ld ld d I � r e I PL PL PL - Pl PL GULF STREAM TOWN LIMITS — — — — — — — — — — — — — — — — — — — — — — — — FPL Supplemental 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. Const. Plan Ph. I North 0' 10' 20' 40' 60' 80' Scale: 1" =20' REVISIONS BY Z H ~ W wwwQ'HHOa'W:2 a (wn LLI zmwo�waz I-- Awa �'a62c� ~ao=w�OowLdNaaW O0((Fn W H0('11 W Ld Z Z I=- w W a o F H �<< oar w,_X_ w3o oa woaxow=zo zozar woz- owz a zaF_w o� o O a2NJOF-W Q- W F J (n it aa0V)M0 c < =w�aaw�z000=HZ L w L.J a 2— U F- — W F- W 2U(n F-wrl...I OERa ZOd a=3 li xx o or o OO W OI-�MI-OQIi M zU U N 00 •r r.r co co W CZ �V v o CO °' 00 O 00 U U) v C) O J z LL_ O Q Ld W > Z � o C/O U ' w C) v� �- J Z � O 0O 0 �CD (n CD LLJ Z Z Q � 0 0 Q OLd LTJ O Q 0 J LL_ Q W O r r1 O O c� C/i z W H �zzN� —j U hoz`-'-' =::) 0 O � Q C/D � W Z W ~J F - �i ZOZ D U O Q r l > W o 0 0 F, Z �Q�mF-U .� 1.�0_ 12) _�B OZ) 511 .QC, i i i ° aoo a� Z � .� �P� o c� ai a s Q) `� o l; M Q+n z N O N Q� am °'2a�"" �,� cca)MZ3 co Date: 5/25/13 Scale: AS NOTED Drawn: DPB Checked: DPB Job # 2009 -GS Sheet F 45 Of 24 Sheets