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MATCHLINE SEE DWG# A05R175 ❑ INACCESSIBLE ® 13KV FUTURE 23KV 23KV ® SALT SPRAY ❑ NULL
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CONSTRUCTION NOTES - WR# 4442448
ftU'R670
DRAWINGS
NOTES)
A05R161 A05R177
A05R162 A05R178
A05R163 A05R179
A05R164 A05R18O
A05R166 A05R181
A05R167 A05R182
A05R168 A05R183
A05R169 A05R184
A05R170 A05R185
A05R171 A05R186
A05R172 A05R187
A05R173 A05R188
A05R174 A05R189
A05R175 A05R19O
A05BP30 A05CK158
AO5BV2 A05R73
A05BP71 A05R53
A05BP22 A05R149
A05R42 A05BP3
A05CK6 A05P86
A05BR50 A05CK159
A05CK116
A05R115
UTILITY CONTACT LIST
CALL SUNSHINE 1-800-432-4770
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M MATCHLINE SEE DWG# A05R187
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4442448 1 0 109/11/121 PULL FDR & PRI CBL, INSTALL 4-2WAY VISTA SW, 2-POTHEAD SWITCHES & TX'S TO SVC GULFSTREAM
AUTH NO. INC.1 DATE I REVISION
16 HIDDEN HARBOUR DR
PPID#405961
(1601) #4/OA TPX
HIDDEN HARBOUR DR
20 HIDDEN HARBOUR DR
PPID#405962
MTR#ACD2059 b I
MTR#ACU2057
T-19
C50KVA
6-8106-4706-0-7
18570-4 (160')
--- 1P01 C �iP/iC---F-iP/iC:;1P/1C --- HI
IP
44 I 18570-5(N.O.)
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24 HIDDEN HARBOUR DR
PPID#687713742
MTR#6EL8796
AQP I
NIaP
(cm7aT)I' 'I
325'
Z" C� T0716 l 1 1 C P TJ5/1 C t— 1 P/1 C P/10 1�71-c I
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+ — 1PN1C— + — 1PN1C— + — 1PNiC— + — iPN1C— + — 1PN1C— + — iPN1C— + — 1PN1C— + — iPNiC— + — iPN1C— + —1001-c-
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R/W AGREEMENT
1. THE UNDERGROUND FACILITIES AND ASSOCIATED EQUIPMENT ARE IN THE RIGHT OF
WAY DUE TO SPECIAL REQUEST BY THE LOCAL GOVERNMENT AGENCY AND ARE COVERED
BY SPECIAL AGREEMENT WITH THE LOCAL GOVERNMENT. SHOULD THE LOCAL
GOVERNMENT OR OTHER RIGHT OF WAY REQUIRE FPL TO RELOCATE, ADJUST OR
REARRANGE ANY OF THESE FACILITIES, AS THEY MAY EXIST INITIALLY OR LATER BE
MODIFIED, UPGRADED, OR OTHERWISE ALTERED, THE LOCAL GOVERNMENT SHALL PROVIDE
FPL WITH A SUBSTITUTE LOCATION, INCLUDING ANY EASEMENTS THAT MAYBE NECESSARY,
AND PAY ANY COSTS FOR THE RELOCATION, ADJUSTMENT, OR REARRANGEMENT. THE
LOCAL GOVERNMENT SHALL ALSO REIMBURSE FPL FOR ANY COSTS TO LOCATE, EXPOSE,
PROTECT OR SUPPORT THE FACILITIES. IN THE EVENT OF FUTURE CONSTRUCTION OR
EXCAVATION IN CLOSE
The location and existence of any facilities
may not be relied upon by the supplier in
responding to a bid or in complying with
any contract. Supplier is responsible for
evaluating site conditions both above and
below ground including underground
facility locations.
ATTENTION
PLEASE PROVIDE STREET ADDRESSES
FOR THIS AREA.
Ground Rod Information
Location Feet ofround Resistance
Rod Installed (Ohms)
ATTENTION
Fr�ROW AGREEMENT
REFERENCE DWG's
A05R182
A05R186
A05R187
A05R175
A05CK158
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MATCHLINE SEE DWG# A05R186
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TWNP:4s RNG-43 SEC:09 QTR:
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AS -BUILT COPY
AS -BUILT CREW PRINT
Easement? YES No [_]
Survey/Stake?
YES QX No ❑ Work with SMO? YES No QX
DESIGNED BY M. BONNORONT
g/A: BR
,imiff—I.F. cart. D�te
—T.T.--GULFSTREAM
KIP I
DRAWN BY B. GREEN
DATE 09/11/12
Tree Work? YES ❑X No E]Designer/Stake? YES E] No ❑X CT/Special Mtr? YES E:] No ❑X
Job CERTIFIED COMPLETED as shown on this AS -BUILT print.
Material changes shown on ROS.
M P tYES ❑X NO r_1Trench Feet Duct Bank Feet
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op as ngUS MA BTWN PELICAN LN & GULFVIEW DR
v - Date Ea CITY X DR. DIST. COUNTY AIR I STATE RD X FAA MAP NO. 0-0391 GULFSTREAM/PALLMBCH CNTY, FL
All required ground rods Have been driven & verified to be ao= WMD RR X COUNTY RD. TRANSM. 40 DWG N0. A05R g 183
within FPL standards. Values are shown at all locations.
Posted by Telephone Request? YES[8] Nab CAN 0 10 20 Request? Yes ❑X Nom ILr�IL`�-'JIII� FEET __AAAiad R, o F)OAd-Ai-da.A