HomeMy WebLinkAbout12/17/2013AP PROCLAMATION
s HONORING ROGER LIGHTLE ON HIS RETIREMENT FROM
INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS
DEPARTMENT OF EMERGENCY SER VICESIFIRE RESCUE
WHEREAS, Roger Lightle is retiring from Indian River County Fire Rescue effective
December 31, 2013, and
WHEREAS, Roger Lightle began his career with Indian River County on February 9,
1981 as a Firefighter with South Indian River County Fire District He became an
EMT in 1982 and he was promoted to Engineer-EMT on July 7, 1984. On September
28, 1990, Roger became a Fire Lieutenant with Indian River County Fire Rescue,
which is the position he will hold until his retirement, and
WHEREAS, Roger Lightle served this County and the Public with distinction and j
selflessness. During his thirty-two years of service, he was dedicated and his work was
greatly appreciated by his employer, citizens, and co-workers alike; and
NOW THEREFORE BE IT PROCLAIMED BY THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board j
applauds Roger Lightle's efforts on behalf of the County, and the Board wishes to
express their appreciation for the dedicated service he has given to Indian River
County for the last thirty-two years; and
BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff
extend heartfelt wishes for success in his future endeavors.
r
Adopted this 17th day of December 2013.
BOARD OF COUNTY COMMISSIONERS i
INDIAN RIVER COUNTY, FLORIDA j
O
! �C' Peter D. O'Bryan, Chairman
I�RIU�
r , 4
0
ghis is to cert that
ager G. Lightfe
is here 6y presented this
ftirement Award
for outstanding performance and
faithfulservice to
Indian Wiver County
Boardof County Commissioners
For thirty-two years of service
On this 31st day of Decem6er 2013
,john YA9 OteriD. O'Bryan
Director of Emeyyeniy Services (Board of County Commissioner, Chairman
o` a
2
DECEMBER 17, 2013
INFORMATION ITEMS
-7A"
INDIAN RIVER COUNTY, FLORIDA
,,. AGENDA ITEM
Assistant County Administrator/
Department of General Services
To: The Honorable Board of County Commissioners
Thru: Joseph A. Baird, County Administrator
From: Michael C. Zito, Assistant County Administrator
Date: December 9, 2013
Subject: Holiday Hours of Operation during December, 2013 and January 1, 2014
The attached list reveals the county's public facilities and their dates and times for closure during
the holidays.
No Board action is required
Attachment: 2013/2014 Winter Holidays Hours of Operation
FAAssistant County Administrator�AGENDA ITEMS\2013\BCC 12 DEC 2013\13CC Memo Holiday Hours.doc
3
2013/2014 WINTER HOLIDAYS - HOURS OF OPERATION
IN OBSERVANCE OF THE CHRISTMAS AND NEW YEAR'S HOLIDAYS
_y„x.:,, xk.-i .,,... .,.. „�. � _ :,.... _:y`r-;x.3. "•' �'sd'e,,^,�. � ,: ,� - s .rr r, "+>x"'$ R_`.."�'j�.
MONDAY, DECEMBER 23, 2013
Main&North Libraries-closes @ 5:00 p.m.
Veteran Service Office-Vero&Sebastian locations-Closed
TUESDAY, DECEMBER 24, 2013 - Christmas Eve
COUNTY ADMINISTRATION COMPLEX-Closed
All libraries-Closed
Gifford Aquatic Center-Closed due to Seasonal Operation
North County Aquatic Center-Closed
County Beaches and Parks-All locations will be Open- Lifeguards-on duty 9:00 a:rn.5-.00-p.rn.
Sandridge Golf Course-last 18 hole tee time will be 10:44.
Sandridge Golf Pro Shop-Closes at 2:00 p.m.
Shooting Range-Closed(normally Closed on Tuesday)
Veteran Service-Offices-Closed
WEDNESDAY, DECEMBER 25, 2013 - Christmas Day
COUNTY ADMINISTRATION COMPLEX-Closed-
All libraries-Closed
Gifford Aquatic Center-Closed due to Seasonal Operation
Indian River County landfill-Closed
Five Customer Convenience Centers will be Closed
No residential or commercial solid waste pick-up,no recycling pick-up and no yard
North County Aquatic Center-Closed
Sandridge Golf Course&Shop-Closed
County Beaches and Parks-All locations will be Open-Lifeguards on duty 9:00 a.m.-5:00 p.m.
Human Services-Closed
Shooting Range-Closed(normally Closed on Wednesday)
Veteran Service Sebastian Office-Closed
Veteran Service Vero Office-Closed-December 23 to 27,2013
1 APF
7UEiSDAY. F ECC- MER 31, 2013 - Kew Ycar`s Eve
All libraries closing at 5:00 p.m.
Gifford Aquatic Center-Closed due to Seasonal Operation
North County Aquatic Center-Open 9:00 a.m.to 6:00 p.m.
County Beaches and Parks-All locations will be Open- Lifeguards on duty 9:00 a.m.-5:00 p.m.
Sandridge Golf Course-Normal Hours of operation. Open-6:45 am to 5:30 pm
Shooting Range-Closed(normally Closed on Tuesday)
Veteran Service Sebastian Office-Closed
Veteran Service Vero Office-Closed-December 23 to 27, 2013
tRt�E E ES"E E: 1` Jl_,JvUAF,°' 1, Zoii4, )'ear's, Dti�
COUNTY ADMINISTRATION COMPLEX-Closed
All libraries-Closed
Gifford Aquatic Center-Closed due to Seasonal Operation
Indian River County landfill-Closed
Five Customer Convenience Centers will be Closed
No residential or commercial solid waste pick-up,no recycling pick-up and no yard
North County Aquatic Center-Open 10:00 a.m.to 3:00 p.m.
Human Services-Closed
County Beaches and Parks-All locations will be Open- Lifeguards on duty 9:00 a.m.-5:00 p.m.
Sandridge Golf Course-Normal Hours of operation-Open-6:45 am to 5:30 pm
Shooting Range-Closed(normally Closed on Wednesday)
Veteran Service Office-Closed
There will be a "Recycling Make-Up Day"on Saturday,January 41"
4
bN
PROCLAMATION ,
HONORING GARY BAGGALEY ON HIS RETIREMENT FROM j
INDIAN RIVER COUNTYBOARD OF COUNTY COMMISSIONERS
DEPARTMENT OF EMERGENCY SERVICESIFIRE RESCUE
WHEREAS, Gary Baggaley is retiring from Indian River County Fire Rescue effective
January 4, 2014; and
WHEREAS, Gary Baggaley began his career with Indian River County on October 4,
1981 as a Firefighter with South Indian River County Fire District He became an
EMT in 1982, and he was promoted to Engineer-EMT on July 7, 1984. On July 30,
2004, Gary became a Fire Lieutenant with Indian River County Fire Rescue, which is
the position he will hold until his retirement; and
WHEREAS, Gary Baggaley served this County and the Public with distinction and
se 7essness. During his thirty-two years of service, he was dedicated and his work was
greatly appreciated by his employer, citizens, and co-workers alike; and
NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board
applauds Gary Baggaley's efforts on behalf of the County, and the Board wishes to
express their appreciation for the dedicated service he has given to Indian River
Countyfor the last thirty-two years; and
BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff
extend heartfelt wishes for success in his future endeavors!
do i
Adopted this 1 7th day of December 2013.
� 1
4 BOARD OF COUNTY COMMISSIONERS
V INDIAN RIVER COUNTY, FLORIDA
* Peter D. O'Bryan, Chairman j
a
, i
5
0
q its is to cert that
Gary W Baggaley
is hereby presented this
Wstirement Award
for outstanding per•formance and
jaithfulservice to
Indian q4ver County
Ooard of County Commissioners
Tor thirty-two years of service
On this 4th day of January 2014
,john K*9 oter(D. O'Bryan
Director of Emeigemy Services Board of County Commissioner, Chairman
QT Q
6—
7C
PROCLAMATION
HONORING LENNIE ROGERS ON HIS RETIREMENT FROM
INDIAN RIVER COUNTYBOARD OF COUNTY COMMISSIONERS
DEPARTMENT OF EMERGENCY SERVICES/FIRE RESCUE
WHEREAS, Lennie Rogers is retiring from Indian River County Fire Rescue effective
j January 5, 2014; and
WHEREAS, Lennie Rogers was employed with the South County Fire District on November
11, 1989 as a Firefighter, and on July 20, 1990 he became certified as a Firefighter-EMT. On
4
March 8, 1996, he was promoted to Engineer-EMT. Lennie received a promotion to
Lieutenant on May 12, 2000, which is the position he will hold until his retirement on January
5, 2014;and
WHEREAS, Lennie Rogers served this County and the Public with distinction and
selflessness. During his twenty-four years of service, he was dedicated and his work was
greatly appreciated by his employer and co-workers alike; and
NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board applauds
Lennie Rogers' efforts on behalf of the County, and the Board wishes to express their
appreciation for the dedicated service he gave to Indian River County for twenty-four years;
and
BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff extend
heartfelt wishes for success in his future endeavors!
Adopted this 17`h day of December.
g1VFR BOARD OF COUNTY COMMISSIONERS
' INDIAN RIVER COUNTY, FLORIDA
� 4 �
i
Peter D. O'Bryan, Chairman 1
— ;-- — 1 �-
This is to cert that
Lennie R. Rogers
is here6y presented this
&tirementAward
for outstanding performance and
jaithfuf service to
Indian Wiver County
Board of County Commissioners
For twenty four years of service
On this 5th day of January 2014
,john Kpig Beter(D. O'Bryan
Director of Emergency Services Board of County Commissioner, Charman
8
c
JEFFREY R. SMITH
Clerk of Circuit Court and Comptroller
1801 2 7T" Street
pRIpA
Vero Beach, Florida 32961 -1028 Telephone (772) 226-1945
TO: HONORABLE BOARD OF COUNTY COMMISSIONERS
DATE: November 29, 2013
SUBJECT: APPROVAL OF WARRANTS
November 22, 2013 to November 29, 2013
FROM: DIANE BERNARDO - FINANCE DIRECTOR
In compliance with Chapter 136.06, Florida Statutes, all warrants (checks and electronic
payments) issued by the Board of County Commissioners are to be recorded in the Board
minutes.
Approval is requested for the attached list of warrants, issued by the Comptroller's office, for the
time period of November 22, 2013 to November 29, 2013.
Attachment:
DB: MS
9
CHECKS WRITTEN
CHECK NBR CK DATE VENDOR AMOUNT
305826 11/22/201: BLUE CROSS&BLUE SHIELD of FLORIDA 1,600.12
.� 305827 11/22/201: BLUE CROSS BLUE SHIELD 339.54
305828 11/27/201: PORT CONSOLIDATED INC 76,364.77
305829 11/27/201: STURGIS LUMBER& PLYWOOD CO 34.30
305830 11/27/201: JORDAN MOWER INC 71.15
305831 11/27/201: RANGER CONSTRUCTION IND INC 241.40
305832 11/27/201: VERO CHEMICAL DISTRIBUTORS INC 359.05
305833 11/27/201: RICOH USA INC 150.40
305834 11/27/201: RICOH USA INC 109.38
305835 11/27/201: CHISHOLM CORP OF VERO 150.50
305836 11/27/201: STEWART MINING INDUSTRIES INC 254.92
305837 11/27/201: DATA FLOW SYSTEMS INC 85.70
305838 11/27/201: COLD AIR DISTRIBUTORS WAREHOUSE 349.45
305839 11/27/201:- E-Z BREW COFFEE&BOTTLE WATER SVC 17.97
305840 11/27/201: KELLY TRACTOR CO 1,104.09
305841 11/27/201: TEMPLE INC 2,145.00
305842 11/27/201: MY RECEPTIONIST INC 266.74
305843 11/27/201: AMERIGAS EAGLE PROPANE LP 435.70
305844 11/27/201: GAYLORD BROTHERS INC 512.48
305845 11/27/201: HACH CO 135.07
305846 11/27/201: HICKMANS BRAKE&ALIGNMENT 87.50
305847 11/27/201: RELIABLE SEPTIC AND SERVICE 45.00
305848 11/27/201: HD SUPPLY WATERWORKS, LTD 7,372.48
305849 11/27/201: PETES CONCRETE 975.00
305850 11/27/201: ECOTECH CONSULTANTS INC 9,450.00
305851 11/27/201: EGP INC 225.00
305852 11/27/201: TIRESOLES OF BROWARD INC 2,683.14
305853 11/27/201: OXFORD UNIVERSITY PRESS 337.00
305854 11/27/201' FIRESTONE COMPLETE AUTO CARE 2,106.68
305855 11/27/201: ECOLOGICAL ASSOCIATES INC 16,690.50
305856 11/27/201: BARTH CONSTRUCTION INC 46,346.50
305857 11/27/201: CARTER ASSOCIATES INC 603.45
305858 11/27/201: CHILDCARE RESOURCES OF IRC INC 19,968.88
305859 11/27/201: DELL MARKETING LP 6,977.92
305860 11/27/201: GENERAL PART INC 943.87
305861 11/27/201: GOODYEAR AUTO SERVICE CENTER 659.67
305862 11/27/201: BAKER&TAYLOR INC 2,146.27
305863 11/27/201: MIDWEST TAPE LLC 1,699.35
305864 11/27/201: K &M ELECTRIC SUPPLY 136.64
305865 11/27/201: FIRST HOSPITAL LABORATORIES INC 99.00
305866 11/27/201: PALM TRUCK CENTERS INC 495.00
305867 11/27/201: PENWORTHY COMPANY 827.57
305868 11/27/201: SOFTWARE HARDWARE INTEGRATION 25.00
305869 11/27/201: PAUL CARONE 4,010.00
305870 11/27/201: LINDSEY GARDENS APARTMENTS 744.00
305871 11/27/201: CREATIVE CHOICE HOMES XVI LTD 286.00
305872 11/27/201: TINDALE-OLIVER&ASSOCIATES INC 12,469.30
305873 11/27/201: CLERK OF CIRCUIT COURT 5,045.55
305874 11/27/201: CLERK OF CIRCUIT COURT 600.00
305875 11/27/201: INDIAN RIVER COUNTY HEALTH DEPT 40.00
305876 11/27/201: INDIAN RIVER COUNTY 6,223.00
305877 11/27/201: ROGER J NICOSIA 120.00
305878 11/27/201 CITY OF VERO BEACH 4,757.34
305879 11/27/201: INDIAN RIVER ALL FAB INC 608.48
305880 11/27/201: INDIAN RIVER COUNTY SHERIFF 55,721.00
305881 11/27/201: JANITORIAL DEPOT OF AMERICA INC 1,763.95
�- 305882 11/27/201: TREASURE COAST HOMELESS SERVICES 6,167.13
305883 11/27/201: PUBLIX SUPERMARKETS 84.37
1
10
CHECK NBR CK DATE VENDOR AMOUNT
305884 11/27/201: PUBLIX SUPERMARKETS 90.00
305885 11/27/201'. AQUAGENIX 653.00
305886 11/27/201: GEOSYNTEC CONSULTANTS INC 7,578.19
305887 11/27/201: IRC CHAMBER OF COMMERCE 27,062.32
"" 305888 11/27/20E PERKINS INDIAN RIVER PHARMACY 22.50
305889 11/27/201_ SPRINT SPECTRUM LP 335.37
305890 11/27/201: TIMOTHY ROSE CONTRACTING INC 229,612.23
305891 11/27/201: FLORIDA POWER AND LIGHT 86,733.09
305892 11/27/201: FLORIDA POWER AND LIGHT 445.36
305893 11/27/201: LEADERSHIP DIRECTORIES INC 566.00
305894 11/27/201: KENNETH CAMPBELL SENIOR 100.00
305895 11/27/201: GOVERNMENT FINANCE OFFICERS ASSOC 550.00
305896 11/27/201: JOSEPH A BAIRD 138.88
305897 11/27/201: JASON E BROWN 231.83
305898 11/27/201: HOMELESS FAMILY CENTER INC 5,838.59
305899 11/27/201' FLORIDA EMERGENCY PREPAREDNESS 400.00
305900 11/27/201: TREASURE COAST SPORTS COMMISSION INC 7,786.38
305901 11/27/201: CENTRAL FLORIDA PRIMA 35.00
305902 11/27/201-' GERALD A YOUNG SR 75.00
305903 11/27/201' ALAN C KAUFFMANN 40.00
305904 11/27/201: CHILDRENS HOME SOCIETY OF FL 1,750.00
305905 11/27/20E' ADVANCED XEROGRAPHICS IMAGING 1,200.85
305906 11/27/201: BRIDGE DESIGN ASSOCIATES INC 704.70
305907 11/27/201: PINNACLE GROVE LTD 1,386.00
305908 11/27/201: VERO CLUB PARTNERS LTD 1,403.00
305909 11/27/201: SOUTHERN PLUMBING INC 444.30
305910 11/27/201: DAVID SPARKS 544.00
305911 11/27/201: INDIAN RIVER INVESTMENT REALTY INC 507.00
305912 11/27/201' ARCADIS U S INC 4,207.43
305913 11/27/201: THE PALMS AT VERO BEACH 639.00
305914 11/27/201: THE PALMS AT VERO BEACH 495.87
305915 11/27/201: PERKINS COMPOUNDING PHARMACY 75.00
305916 11/27/201: POSITIVE PROMOTIONS 928.48
305917 11/27/201: ED SCHLITT LC 493.00
305918 11/27/201: RUSSELL PAYNE INC 312.48
305919 11/27/201: JOHN COLONTRELLE 450.00
305920 11/27/201: CINDY CORRENTE 171.95
305921 11/27/201: ARTHUR PRUETT 410.00
305922 11/27/201 FLORIDA DEPT OF JUVENILE JUSTICE 29,487.59
305923 11/27/201: VAN WAL INC 10.00
305924 11/27/201: DGG TASER INC 269.99
305925 11/27/201: HYDROMENTIA 95,000.00
305926 11/27/201: WESLEY S DAVIS 153.45
305927 11/27/201: JOSEPH LOZADA 1,287.00
305928 11/27/201: DICKERSON FLORIDA INC 964,216.74
305929 11/27/201: PELICAN ISLES LP 270.00
305930 11/27/201: GARY L EMBREY 60.00
305931 11/27/201: EXTREME CONTROL SYSTEMS INC 886.00
305932 11/27/201: JOSE RIVERA 40.00
305933 11/27/201: JOHN F BAER 28,992.00
305934 11/27/201: AMERICAN DRILLING SERVICES INC 2,450.00
305935 11/27/201: HFB OF FLORIDA LLC 644.00
305936 11/27/201: TREASURE COAST CONSTR MGMT LC 4,610.00
305937 11/27/201: SUPREME INTERNATIONAL LLC 1,477.87
305938 11/27/201: CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 68.00
305939 11/27/201: KENNY CAMPBELL JR 80.00
305940 11/27/201: PETER OBRYAN 172.26
305941 11/27/201: JOHNNY B SMITH 60.00
305942 11/27/201: EARRING POINT PROPERTIES 410.00
305943 11/27/201: CHARLES A WALKER 100.00
2
11
CHECK NBR CK DATE VENDOR AMOUNT
305944 11/27/201_ ANDREDORAWA 545.00
305945 11/27/201: FISHER&PHILLIPS LLP 4,524.75
305946 11/27/201: LINZEY RAWLEY 372.83
305947 11/27/201: STEVEN F BERNYK 926.00
`... 305948 11/27/201_ DANIEL IOFFREDO 60.00
305949 11/27/201: MARK KNOWLES 584.00
305950 11/27/201: BENNETT AUTO SUPPLY INC 117.09
305951 11/27/201: VIRGINIA PINES 438.00
305952 11/27/201: TREASURE COAST FOOD BANK INC 277.50
305953 11/27/201: MARINCO BIOASSAY LABORATORY INC 2,950.00
305954 11/27/201; KRISTIN DANIELS 119.00
305955 11/27/201: PAULA WHIDDON 553.00
305956 11/27/201-- EQ THE ENVIRONMENTAL QUALITY COMPANY 6,913.40
305957 11/27/201: TRITEL INC 49.50
305958 11/27/201: GATOR INVESTMENTS 579.00
305959 11/27/201' FOXCROFT EQUIPMENT AND SERVICE COMPANT LLC 452.19
305960 11/27/201: SANDY ARACENA 60.00
305961 11/27/201: NIC MANAGEMENT LLC 70.19
305962 11/27/201: EVERY FLORIDA HOME 68.06
305963 11/27/201: KNAPHEIDE TRUCK EQUIPMENT SOUTHEAST 109.57
305964 11/27/201: VICKY L STANLEY 797.00
305965 11/27/201' BRENNTAG MID-SOUTH INC 3,496.71
305966 11/27/201: DAVID WALSH &ASSOC 558.00
305967 11/27/201: MASTER METER TDS 1,500.00
305968 11/27/201: INDIAN RIVER DOORS INC 5,380.00
305969 11/27/201: JAMES W DAVIS 293.00
305970 11/27/201_ WOERNER DEVELOPMENT INC 1,286.50
305971 11/27/201_ SOUTHEAST JET CONSULTLANTS INC 428.98
305972 11/27/201: NITA EZELL 488.00
305973 11/27/201: BOULEVARD TIRE CENTER 1,188.46
305974 11/27/201: STEVEN A ABBOND 40.00
305975 11/27/201: SAFETY SCHELL CORPORATION 1,334.88
305976 11/27/201: JOSEPH CATALANO 80.00
305977 11/27/201: OVERDRIVE INC 8,902.79
305978 11/27/201: MISS INC OF THE TREASUE COAST 291.00
305979 11/27/201: SOUTHERN ASSOCIATES LLC 642.00
305980 11/27/201: DANIEL CORY MARTIN 1,277.00
305981 11/27/201: BORO BUILDING&PROPERTY MAINT INC 4,720.13
305982 11/27/201: CRAIG LOPES 332.00
305983 11/27/201: INDIAN RUN LIMITED PARTNERSHIP 710.00
305984 11/27/201_ KEITH GROCHOLL 60.00
305985 11/27/201: MADISON VINES APARTMENTS LLC 518.00
305986 11/27/201: PRESSURE WORLD INC 434.00
305987 11/27/201: ALTISOURCE SOLUTIONS 108.61
305988 11/27/201: FREDDALOZADO 582.00
305989 11/27/201: COUNTY MATERIALS CORPORATION 1,824.16
305990 11/27/201: MTD4 PELED LLC 441.00
305991 11/27/201: PAUL JACQUIN & SONS INC 102,376.75
305992 11/27/201' TIM ZORC 165.26
305993 11/27/201; WILLIAM LEE 481.00
305994 11/27/201: ALCURT VERO BEACH LLC 755.94
305995 11/27/201: ALCURT VERO BEACH LLC 400.00
305996 11/27/201.' SHAWN GINN 60.00
305997 11/27/201.' R J SULLIVAN CORP 129,389.59
305998 11/27/201: REPROGRAPHIC SOLUTIONS INC 13.68
305999 11/27/201: LOWES HOME CENTERS INC 2,345.59
306000 11/27/201' COASTAL PLANNING &ENGINEERING 38,631.76
306001 11/27/201: CARDINAL HEALTH 110 INC 588.63
306002 11/27/201: PPG ARCHITECTURAL FINISHES INC 420.00
306003 11/27/201: IMPECCABLE SIGNS INC 203.88
3
12
CHECK NBR CK DATE VENDOR AMOUNT
306004 11/27/201_ E EDWARD VAANDERING 1,021.00
306005 11/27/201_ HARBOUR BREEZES LLC 565.00
306006 11/27/201: WILLIAM SHOAF JR 40.00
306007 11/27/201: COMMERCIAL BUILDING MAINTENANCE 1,643.00
306008 11/27/201: SEAN MAKI COMMUNICATIONS LLC 552.00
306009 11/27/201: BALLARD PARTNERS INC 6,810.99
306010 11/27/201: KRAUS ASSOCIATES INC 9,937.50
306011 11/27/201: DONALD M BURKE 60.00
306012 11/27/201: AFFORDABLE TRAILER SERVICE AND SUPPLY INC 1,299.00
306013 11/27/201: MICHAEL YOUNG 40.00
306014 11/27/201: DOROTHY JONES 500.00
306015 11/27/201: CHAKARA EDWARDS 50.00
306016 11/27/201: INDIAN RIVER COUNTY 4-H ASSOC 200.00
306017 11/27/201: GHO FIELDSTONE RANCH CORP 148.10
306018 11/27/201: CATHY MOFFO 28.28
306019 11/27/201: STEPHEN ROBOTTI 71.86
306020 11/27/201: ROBERT F TWISS 135.32
306021 11/27/201: MELBA CATHERINE DELI 62.15
306022 11/27/20E KELLY ASBURY 28.77
306023 11/27/201: SHANE MULLINS 36.02
306024 11/27/201: HARRY FISCHER 87.20
306025 11/27/201: RICHARD J BOYINGTON 70.29
306026 11/27/201: CHLESSA MC GRIFF 8.37
306027 11/27/201'. CAROLYN MACON 4.03
306028 11/27/201: STEVEN A BAILEY 29.97
306029 11/27/201: RICHARD WODISKE 25.23
306030 11/27/201: DOREEN A LESHE 44.76
306031 11/27/201: STEVEN WILD 40.99
306032 11/27/201: JOYCE K WRIGHT 62.40
306033 11/27/201: BEN GUIMARES 38.35
306034 11/27/201: DEREK TRUONG 31.59
306035 11/27/201: JILL NOVAK 42.36
306036 11/27/201: DAVID FISHMAN 66.01
306037 11/27/201: JIM OSCARSSON 110.13
306038 11/27/201: LEAH BLACK 19.10
306039 11/27/201: HW REAL ESTATE GROUP 69.64
306040 11/27/201: LESLIE LANHAM 23.15
306041 11/27/201: JUDY VALICENTI 28.83
306042 11/27/201: JORDAN NEELY 33.79
306043 11/27/201: GREENE INVESTMENT PARTNERSHIP LTD 3,114.58
306044 11/27/201: INDIAN RIVER COUNTY HEALTH DEPT 44,543.41
306045 11/27/201: MEDICAL EXAMINERS OFFICE 22,974.08
306046 11/27/201: VICTIM ASSISTANCE PROGRAM 4,428.66
306047 11/27/201: ROGER J NICOSIA 1,500.00
306048 11/27/201: CITY OF VERO BEACH 2,011.99
306049 11/27/201: CITY OF VERO BEACH 11,612.50
306050 11/27/201: STANDARD LIFE INSURANCE 7,457.75
306051 11/27/201: STANDARD LIFE INSURANCE OPT 10,010.85
Grand Total: 2,284,465.35
4
13
ELECTRONIC PAYMENT - VISA CARD
TRANS.NBR DATE VENDOR AMOUNT
1002902 11/25/201_ COMMUNICATIONS INTERNATIONAL 155.20
1002903 11/25/201_ HENRY SCHEIN INC 290.28
1002904 11/25/20E NORTH SOUTH SUPPLY INC 47.28
1002905 11/25/201 INDIAN RIVER BATTERY 518.90
1002906 11/25/201: MIKES GARAGE& WRECKER SERVICE INC 584.32
1002907 11/25/201.' GALLS AN ARAMARK CO 25.88
1002908 11/25/201: MEEKS PLUMBING INC 677.33
1002909 11/25/201: ARAMARK UNIFORM &CAREER APPAREL LLC 31.25
1002910 11/25/201: CENGAGE LEARNING CORPORATION 200.92
1002911 11/25/201: SOUTHERN JANITOR SUPPLY INC 120.56
1002912 11/25/20L CAPITAL OFFICE PRODUCTS 498.53
1002913 11/25/201: L&L DISTRIBUTORS 203.40
1002914 11/25/201; EAST COAST ANIMAL MEDICAL CENTER 28.00
1002915 11/26/201: COMMUNICATIONS INTERNATIONAL 272.80
1002916 11/26/201_ NORTH SOUTH SUPPLY INC 36.95
1002917 11/26/201_ MIKES GARAGE& WRECKER SERVICE INC 5,667.09
1002918 11/26/201: ALLIED UNIVERSAL CORP 5,347.89
1002919 11/26/20E RECORDED BOOKS LLC 272.20
1002920 11/26/201: ARAMARK UNIFORM &CAREER APPAREL LLC 1,181.75
1002921 11/26/201: CENGAGE LEARNING CORPORATION 395.45
1002922 11/26/201: SEBASTIAN OFFICE SUPPLY CO 40.49
1002923 11/26/201_ CAPITAL OFFICE PRODUCTS 242.91
1002924 11/26/201: S& S AUTO PARTS 189.66
1002925 11/27/201: PARKS RENTAL& SALES INC 425.95
1002926 11/27/201_ COMMUNICATIONS INTERNATIONAL 21,666.66
1002927 11/27/201 SSES INC DBA 2,233.99
1002928 11/27/201' SAFETY PRODUCTS INC 156.28
1002929 11/27/201' ARAMARK UNIFORM &CAREER APPAREL LLC 333.65
1002930 11/27/201: SOUTHERN COMPUTER WAREHOUSE 63.27
1002931 11/27/201; COMMUNITY ASPHALT CORP 189.04
1002932 11/27/201: FERGUSON ENTERPRISES INC 3,744.68
1002933 11/27/201: RECHTIEN INTERNATIONAL TRUCKS 10.20
1002934 11/27/201: HYDRA SERVICE(S) INC 5,976.00
1002935 11/27/201: REPUBLIC SERVICES OF FLORIDA 33,922.32
1002936 11/27/201: REPUBLIC SERVICES OF FLORIDA 2,306.57
1002937 11/27/201: REPUBLIC SERVICES OF FLORIDA 11,579.06
1002938 11/27/201: REPUBLIC SERVICES OF FLORIDA 29.61
1002939 11/27/201: REPUBLIC SERVICES OF FLORIDA 29.59
1002940 11/27/201: AT&T 13,241.96
1002941 11/27/201: OFFICE DEPOT BSD CUSTOMER SVC 1,960.03
Grand Total: 114,897.90
1
14
ELECTRONIC PAYMENTS - WIRE & ACH
TRANS NBR DATE VENDOR AMOUNT
2713 11/22/201: KIMLEY HORN&ASSOC INC 17,030.00
2714 11/22/201: SENIOR RESOURCE ASSOCIATION 249,084.69
2715 11/22/201: FLORIDA LEAGUE OF CITIES, INC 5,205.60
2716 11/22/201: ICMA RETIREMENT CORPORATION 10,621.29
2717 11/22/201: NACO/SOUTHEAST 18,735.10
2718 11/22/201_ IRC FIRE FIGHTERS ASSOC 6,210.00
2719 11/22/201: NATIONWIDE SOLUTIONS RETIREMENT 312.31
2720 11/22/201: ICMA RET CORP 1,910.00
2721 11/22/201: ATLANTIC COASTAL LAND TITLE CO LLC 575,157.76
2722 11/22/201: FL SDU 8,300.20
2723 11/25/201: IRS-PAYROLL TAXES 365,624.44
2724 11/25/201: ELITE TITLE 3,010.46
2725 11/26/201: INDIAN RIVER COUNTY 215,795.39
2726 11/27/201: INDIAN RIVER COUNTY SHERIFF 3,119,831.73
2727 11/27/201: INDIAN RIVER COUNTY SUPERVISOR OF ELECTIONS 73,604.73
2728 11/27/201: CLERK OF CIRCUIT COURT 75,190.08
2729 11/29/201: CDM SMITH INC 9,202.50
Grand Total: 4,754,826.28
1
15
1
JEFFREY R. SMITH
Clerk of Circuit Court and Comptroller
1801 27TH StreetOR1pA
Vero Beach, Florida 32961 -1028 Telephone (772) 226-1945
TO: HONORABLE BOARD OF COUNTY COMMISSIONERS
DATE: December 5, 2013
SUBJECT: APPROVAL OF WARRANTS
November 31, 2013 to December 5, 2013
FROM: DIANE BERNARDO - FINANCE DIRECTOR
In compliance with Chapter 136.06, Florida Statutes, all warrants (checks and electronic
payments) issued by the Board of County Commissioners are to be recorded in the Board
minutes.
Approval is requested for the attached list of warrants, issued by the Comptroller's office, for the
time period of November 31, 2013 to December 5, 2013.
Attachment:
DB: MS
16
CHECKS WRITTEN
CHECK NBR CK DATE VENDOR AMOUNT
306052 12/2/2013 CHERYL DOYLE 377.00
306053 12/2/2013 GRACES LANDING LTD 1,335.00
306054 12/2/2013 LINDSEY GARDENS APARTMENTS 2,320.00
306055 12/2/2013 RIVER PARK ASSOCIATES 306.00
306056 12/2/2013 CREATIVE CHOICE HOMES XVI LTD 990.00
306057 12/2/2013 TREASURE COAST HOMELESS SERVICES 383.00
306058 12/2/2013 PINNACLE GROVE LTD 630.00
306059 12/2/2013 VERO CLUB PARTNERS LTD 2,926.00
306060 12/2/2013 THE PALMS AT VERO BEACH 1,567.00
306061 12/2/2013 PELICAN ISLES LP 1,264.00
306062 12/2/2013 INDIAN RIVER RDA LP 484.00
306063 12/2/2013 AHS HOLDINGS GROUP LLC 1,339.00
306064 12/2/2013 DANIEL CORY MARTIN 1,127.00
306065 12/2/2013 ALCURT VERO BEACH LLC 2,450.00
306066 12/2/2013 ORANGE COUNTY HOUSING&C D 1,807.28
306067 12/2/2013 ALL FLORIDA REALTY SERVICES INC 4,863.00
306068 12/2/2013 GERALD T CAPAK 260.00
306069 12/2/2013 CHERYL DOYLE 384.00
306070 12/2/2013 VERO BEACH EDGEWOOD PLACE(305-113) 658.00
306071 12/2/2013 GRACES LANDING LTD 8,232.00
306072 12/2/2013 MICHAEL JACKOWSKI 429.00
306073 12/2/2013 TERRY A LAWRENCE 77.00
306074 12/2/2013 LINDSEY GARDENS APARTMENTS 12,236.00
306075 12/2/2013 BRYAN D BLAIS 1,200.00
306076 12/2/2013 RIVER PARK ASSOCIATES 15,473.00
306077 12/2/2013 RICHARD C THERIEN 477.00
306078 12/2/2013 CREATIVE CHOICE HOMES XVI LTD 2,946.00
306079 12/2/2013 DAVID YORK 526.00
306080 12/2/2013 ST FRANCIS MANOR OF VERO BEACH 948.00
306081 12/2/2013 CITY OF VERO BEACH 123.00
306082 12/2/2013 TREASURE COAST HOMELESS SERVICES 2,162.00
306083 12/2/2013 FLORIDA POWER AND LIGHT 48.00
306084 12/2/2013 IRC HOUSING AUTHORITY 525.00
306085 12/2/2013 FULCHINI ENTERPRISES INC 284.00
306086 12/2/2013 VENETIAN APARTMENTS OF VERO BEACH 874.00
306087 12/2/2013 HERMOSA PROPERTIES LLC 301.00
306088 12/2/2013 PINNACLE GROVE LTD 6,603.00
306089 12/2/2013 VERO CLUB PARTNERS LTD 16,266.00
306090 12/2/2013 CRAIG MERRILL 1,369.00
306091 12/2/2013 CHRISTINE SALTER 511.00
306092 12/2/2013 HAGGERTY FAMILY LTD 307.00
306093 12/2/2013 THE PALMS AT VERO BEACH 13,992.00
306094 12/2/2013 THE PALMS AT VERO BEACH 1,003.00
306095 12/2/2013 FELLSMERE COMM ENRICHMENT PROGRAM INC 91.00
306096 12/2/2013 HENRY O SPEIGHT 645.00
306097 12/2/2013 DAVID CONDON 590.00
306098 12/2/2013 HILARY MCIVOR 550.00
306099 12/2/2013 PAULA LANE 409.00
306100 12/2/2013 JOHN A CAPPELLO 418.00
306101 12/2/2013 TCG SONRISE II LLC 571.00
306102 12/2/2013 KARL LACHNITT 718.00
306103 12/2/2013 PELICAN ISLES LP 4,979.00
306104 12/2/2013 JOHN F BAER 1,058.00
306105 12/2/2013 SUNCOAST REALTY&RENTAL MGMT LLC 6,756.00
306106 12/2/2013 OAK RIVER PROPERTIES INC 783.00
306107 12/2/2013 LAKELAND HOUSING AUTHORITY 280.76
306108 12/2/2013 MARILYN LEWIS 416.00
306109 12/2/2013 MICHAEL KANNER 619.00
1
17
CHECK NBR CK DATE VENDOR AMOUNT
306110 12/2/2013 AD&IN SERVICES INC 485.00
306111 12/2/2013 ANDRE DORAWA 315.00
306112 12/2/2013 RICHARD JOHN KELLER 621.00
306113 12/2/2013 ADINA GOLDMAN 464.00
306114 12/2/2013 INDIAN RIVER RDA LP 396.00
306115 12/2/2013 GEORGE THUYNS 607.00
306116 12/2/2013 LAZY J LLC 399.00
306117 12/2/2013 SYLVIA MCNEILL 243.00
306118 12/2/2013 SKOKIE HOLDINGS INC 750.00
306119 12/2/2013 LILIAN N BEUTTELL 441.00
306120 12/2/2013 ROGER WINSLOW 500.00
306121 12/2/2013 TAMMY MEEKS 690.00
306122 12/2/2013 VINCENT PILEGGI 449.00
306123 12/2/2013 OSLO VALLEY PROPERTIES INC 734.00
306124 12/2/2013 VICKY L STANLEY 797.00
306125 12/2/2013 CORY J HOWELL 321.00
306126 12/2/2013 CHOICE RENTALS INC 485.00
306127 12/2/2013 WILLIAM JAMES STANGANELLI 394.00
306128 12/2/2013 THE CHARLES F FOWLER 1996 CHARITABLE UNITRUS 793.00
306129 12/2/2013 OSCEOLA COUNTY SECTION 8 509.76
306130 12/2/2013 WYNN OWLE 572.00
306131 12/2/2013 WILLIAM NEUWIRTH 633.00
306132 12/2/2013 ANTHONY ARROYO 301.00
306133 12/2/2013 BRIGITTE BALL 532.00
306134 12/2/2013 AHS HOLDINGS GROUP LLC 5,491.00
306135 12/2/2013 COUNTY OF VOLUSIA HVC PROGRAM 638.76
306136 12/2/2013 YVONNE KOUTSOFIOS 280.00
306137 12/2/2013 HOUSING AUTHORITY CITY OF ALLENTOWN 657.76
306138 12/2/2013 ALAN R TOKAR 649.00
306139 12/2/2013 VILLAS OF VERO BEACH 486.00
306140 12/2/2013 BRIAN E GALLAGHER 500.00
306141 12/2/2013 MANUEL V CAMACHO SR LLC 728.00
306142 12/2/2013 HOUSING AUTHORITY 657.76
306143 12/2/2013 ALCURT VERO BEACH LLC 4,321.00
306144 12/2/2013 STEPHANIE WATCHEK FOUNTAIN ESTATE 273.00
306145 12/2/2013 FRANKLIN TODD&DEANA MARCHANT 539.00
306146 12/2/2013 MICHAEL STILES 485.00
306147 12/2/2013 BLTREJV3 PALM BEACH LLC 1,175.00
306148 12/2/2013 CARROLL CAUDILL JR 483.00
306149 12/2/2013 LINDA KAY SHORT 442.00
306150 12/2/2013 VIOLET A LINDO 750.00
306151 12/2/2013 JANICE MASI 570.00
306152 12/2/2013 SHERRY MOORE 310.00
306153 12/2/2013 MARGE CHANDLER 285.00
306154 12/2/2013 GLORIA LAMPE 570.00
306155 12/5/2013 PORT CONSOLIDATED INC 82,350.65
306156 12/5/2013 ROBINSON EQUIPMENT COMPANY INC 180.72
306157 12/5/2013 COPYCO INC 131.15
306158 12/5/2013 VELDE FORD INC 1,090.27
306159 12/5/2013 DATA FLOW SYSTEMS INC 725.70
306160 12/5/2013 COLD AIR DISTRIBUTORS WAREHOUSE 809.51
306161 12/5/2013 KELLY TRACTOR CO 135.17
306162 12/5/2013 GRAYBAR ELECTRIC 50.00
306163 12/5/2013 AMERIGAS EAGLE PROPANE LP 2,810.42
306164 12/5/2013 GAYLORD BROTHERS INC 1,131.77
306165 12/5/2013 HACH CO 1,995.54
306166 12/5/2013 MARK W HILL 28.50
306167 12/5/2013 PHYSIO CONTROL INC 1,795.05
306168 12/5/2013 SLP INVESTMENTS INC 1,250.00
306169 12/5/2013 HD SUPPLY WATERWORKS,LTD 9,550.57
2
18
CHECK NBR CK DATE VENDOR AMOUNT
306170 12/5/2013 SCHULKE BITTLE& STODDARD LLC 15,220.27
306171 12/5/2013 VERO INDUSTRIAL SUPPLY INC 36.32
306172 12/5/2013 EXPRESS REEL GRINDING INC 2,500.00
306173 12/5/2013 FIRESTONE COMPLETE AUTO CARE 1,305.64
306174 12/5/2013 ARMFIELD WAGNER APPRAISAL AND RESEARCH INC 4,700.00
306175 12/5/2013 DELL MARKETING LP 519.95
306176 12/5/2013 XEROX CORP SUPPLIES 233.46
306177 12/5/2013 GENERAL PART INC 874.74
306178 12/5/2013 BAKER&TAYLOR INC 2,039.21
306179 12/5/2013 MIDWEST TAPE LLC 587.75
306180 12/5/2013 K&M ELECTRIC SUPPLY 79.76
306181 12/5/2013 GEI GRAPHIC ENTERPRISES INC 1,104.00
306182 12/5/2013 GREENE INVESTMENT PARTNERSHIP LTD 3,114.58
306183 12/5/2013 LINDSEY GARDENS APARTMENTS 400.00
306184 12/5/2013 INDIAN RIVER COUNTY HEALTH DEPT 4,235.00
306185 12/5/2013 CITY OF VERO BEACH 16,072.48
306186 12/5/2013 ILLINOIS STATE DISBURSEMENT UNIT 142.32
306187 12/5/2013 CHAPTER 13 TRUSTEE 478.38
306188 12/5/2013 EBSCO INDUSTRIES INC 4,949.94
306189 12/5/2013 AMERICAN SOCIETY OF CIVIL ENGINEERS 265.00
306190 12/5/2013 FLORIDA EAST COAST RAILWAY LLC 5,103.00
306191 12/5/2013 JANITORIAL DEPOT OF AMERICA INC 611.31
306192 12/5/2013 HENRY FISCHER& SONS INC 1,450.00
306193 12/5/2013 SAN MARCO INT'L INC 239.74
306194 12/5/2013 AAA COOPER TRANSPORTATION INC 289.55
306195 12/5/2013 TOTAL TRUCK PARTS INC 80.48
306196 12/5/2013 MUNICIPAL CODE CORPORATION 784.13
306197 12/5/2013 DUNKELBERGER ENGINEERING& TESTING 3,132.00
306198 12/5/2013 SPRINT SPECTRUM LP 25.01
306199 12/5/2013 FLORIDA POWER AND LIGHT 31,642.07
306200 12/5/2013 FLORIDA POWER AND LIGHT 1,885.64
306201 12/5/2013 ACUSHNET COMPANY 2,482.41
306202 12/5/2013 MIKE CLIFFORD 300.00
306203 12/5/2013 NIKE USA INC 216.95
306204 12/5/2013 BLUE CROSS&BLUE SHIELD of FLORIDA 1,469.40
306205 12/5/2013 BLUE CROSS&BLUE SHIELD of FLORIDA 1,469.40
306206 12/5/2013 CITY OF FELLSMERE 169.97
306207 12/5/2013 KENNETH CAMPBELL SENIOR 60.00
306208 12/5/2013 GLOBAL GOLF SALES INC 286.38
306209 12/5/2013 SUNSHINE STATE ONE CALL OF FL INC 1,108.17
306210 12/5/2013 HOMELESS FAMILY CENTER INC 1,708.34
306211 12/5/2013 COX GIFFORD SEAWINDS 425.00
306212 12/5/2013 GERALD A YOUNG SR 60.00
306213 12/5/2013 MISDU MICHIGAN STATE 445.75
306214 12/5/2013 NAEMT 235.00
306215 12/5/2013 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 17.82
306216 12/5/2013 COMCAST 69.95
306217 12/5/2013 COMCAST 120.88
306218 12/5/2013 BANK OF NEW YORK 1,375.00
306219 12/5/2013 ADVANCED XEROGRAPHICS IMAGING 1,204.38
306220 12/5/2013 HOMETOWN NEWS 199.00
306221 12/5/2013 ECONOLITE CONTROL PRODUCTS INC 524.00
306222 12/5/2013 ARCADIS U S INC 225.00
306223 12/5/2013 MARONDA HOMES 26.84
306224 12/5/2013 RUSSELL PAYNE INC 372.54
306225 12/5/2013 ADAMS HOMES OF NORTHWEST FLA 13.62
306226 12/5/2013 PAK MAIL CENTER 127.93
306227 12/5/2013 TCG SONRISE II LLC 379.00
306228 12/5/2013 CENTRAL PUMP& SUPPLY INC 420.50
306229 12/5/2013 NATIONAL ASSOCIATION OF HOUSING AND 431.25
3
19
CHECK NBR CK DATE VENDOR AMOUNT
306230 12/5/2013 ADMIN FOR CHILD SUPPORT ENFORCEMENT 209.29
306231 12/5/2013 ADMIN FOR CHILD SUPPORT ENFORCEMENT 212.12
306232 12/5/2013 ADMIN FOR CHILD SUPPORT ENFORCEMENT 118.36
306233 12/5/2013 GARY L EMBREY 60.00
'WNW 306234 12/5/2013 JOSE RIVERA 60.00
306235 12/5/2013 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 89.35
306236 12/5/2013 KENNY CAMPBELL JR 60.00
306237 12/5/2013 NORMAN GOODMAN 90.00
306238 12/5/2013 JOHNNY B SMITH 60.00
306239 12/5/2013 MUNICIPAL WATER WORKS INC 13,836.00
306240 12/5/2013 GLOBALSTAR USA 119.08
306241 12/5/2013 CHARLES A WALKER 60.00
306242 12/5/2013 REDLANDS CHRISTIAN MIGRANT ASSOC 1,495.58
306243 12/5/2013 MIKE RIVERON 1,365.66
306244 12/5/2013 KRISTIN JACKSON MEAD 350.00
306245 12/5/2013 BENNETT AUTO SUPPLY INC 510.79
306246 12/5/2013 HLP, INC. 4,080.00
306247 12/5/2013 K'S COMMERCIAL CLEANING 850.00
306248 12/5/2013 TERESA PULIDO 120.00
306249 12/5/2013 SEASIDE LANDSCAPES INC 770.00
306250 12/5/2013 CHRISTINA RIPPLE 69.85
306251 12/5/2013 EVERY FLORIDA HOME 143.80
306252 12/5/2013 INDIAN RIVER SURVEY INC 9,804.90
306253 12/5/2013 BRENNTAG MID-SOUTH INC 3,496.71
306254 12/5/2013 LISA BEZAK 133.85
306255 12/5/2013 ACCUTECH INSTRUMENTATION INC 745.20
306256 12/5/2013 RADWELL INTERNATIONAL INC 153.51
306257 12/5/2013 GUETTLER BROTHERS CONSTRUCTION LLC 220,780.79
306258 12/5/2013 JULIE NORMAN 90.00
306259 12/5/2013 STEVEN AABBOND 60.00
306260 12/5/2013 JANCY PET BURIAL SERVICE 136.00
306261 12/5/2013 DELRAY MOTORS 236.77
306262 12/5/2013 JOSEPH CATALANO 60.00
306263 12/5/2013 SARA L MATHEWS 73.00
306264 12/5/2013 XYLEM WATER SOLUTION USA INC 105.30
306265 12/5/2013 AHEAD LLC 148.59
306266 12/5/2013 YP LLC 167.00
306267 12/5/2013 NEWSOM OIL COMPANY 477.10
306268 12/5/2013 GENERAL CHEMICAL PERFORMANCE LLC 5,097.63
306269 12/5/2013 KEY BUSINESS CONNECTIONS INC 550.00
306270 12/5/2013 IJSS INC 392.00
306271 12/5/2013 JDA SYSTEMS 3,870.00
306272 12/5/2013 CLOSE CONSTRUCTION LLC 481,940.71
306273 12/5/2013 LINDA GRAHAM 60.00
306274 12/5/2013 CENTRAL FLORIDA GOLF CARS INC 13.09
306275 12/5/2013 REHMANN GROUP LLC 36,000.00
306276 12/5/2013 CULINARY CAPERS INC 3,030.00
306277 12/5/2013 R J SULLIVAN CORP 170,584.66
306278 12/5/2013 TAMATHA R TORRES 30.00
306279 12/5/2013 CLEAN SWEEP&VAC LLC 4,373.28
306280 12/5/2013 LOWES HOME CENTERS INC 1,210.10
306281 12/5/2013 PATRICK WHITE 500.00
306282 12/5/2013 LABOR READY SOUTHEAST INC 13,574.16
306283 12/5/2013 AMG SF LLC 49.71
306284 12/5/2013 STEVEN G HANSEN 120.00
306285 12/5/2013 CARMEN LEWIS 120.00
306286 12/5/2013 NICOLE GRAPPO 270.00
306287 12/5/2013 DECKMASTERS LLC 100.00
306288 12/5/2013 ISLAND HOME CARE CONSULTING INC 484.00
306289 12/5/2013 ROBERT DOERR UPHOLSTERY 150.00
4
20
CHECK NBR CK DATE VENDOR AMOUNT
306290 12/5/2013 ARLENE V NEWSON 222.53
306291 12/5/2013 BIRCHWOOD CASEY LLC 4,132.50
306292 12/5/2013 DARRYL J JACOBS 500.00
306293 12/5/2013 OAC ACTION CONSTRUCTION CORP 24,834.42
306294 12/5/2013 EDWARD THORNBURG 64.89
306295 12/5/2013 MIDWAY REAL ESTATE 22.93
306296 12/5/2013 RENEE OWENS 19.61
306297 12/5/2013 WILLIAM MOOLENAAR 41.36
306298 12/5/2013 UT REFUNDS 394.33
306299 12/5/2013 ECOMOE LLC 53.33
306300 12/5/2013 TASHAAUSTIN 28.56
306301 12/5/2013 MARIE NOMBRE 28.48
306302 12/5/2013 RITA ROSKO 27.80
306303 12/5/2013 MIGUEL E RUBIO 12.08
306304 12/5/2013 NANCY A FEDERICO 17.60
306305 12/5/2013 BELTONE HEARING AID CENTERS 51.27
306306 12/5/2013 SANDRA SEELEY 33.59
306307 12/5/2013 MICHAEL LAMOND 71.55
306308 12/5/2013 CASEY MYERS 3.60
306309 12/5/2013 KAY&ROBERT LARSEN 1.73
306310 12/5/2013 BRANDY BRYANT 17.36
306311 12/5/2013 BANK OF AMERICA 120.63
306312 12/5/2013 MARK&EDITH RUST 39.32
306313 12/5/2013 DENNIS D HARMON 47.81
306314 12/5/2013 ROBERT S PARKER 11.42
306315 12/5/2013 KAREN PAISLEY 16.02
306316 12/5/2013 JAMES VINCENT 33.32
306317 12/5/2013 WILLIAM POOLE 27.34
306318 12/5/2013 GINA KONDZIOLA 9.03
306319 12/5/2013 MICHAEL&JAY SCIMEMI 43.21
306320 12/5/2013 DAVID GLASER 66.34
306321 12/5/2013 ROBERT KARABELA 14.92
306322 12/5/2013 MAMERTAS MAKRASAUSKAS 56.02
306323 12/5/2013 VERO BEACH INSURANCE LLC 78.32
306324 12/5/2013 ERIN RECINOS 61.44
306325 12/5/2013 GARY SCHMIDTHORST 32.82
306326 12/5/2013 JOSEPH BOARDMAN 43.28
306327 12/5/2013 MICHAEL ATKINS 27.08
306328 12/5/2013 LESLIE HARTLEY 75.79
306329 12/5/2013 AIRLENE DORSEY 41.52
306330 12/5/2013 TERRIE SEARS 2.74
306331 12/5/2013 VICTORIA JOHNSON 42.86
306332 12/5/2013 ALBU&ASSOCIATES 306.08
306333 12/5/2013 FABLESS PROPERTIES LLC 167.59
Grand Total: 1,403,932.67
5
21
ELECTRONIC PAYMENTS - WIRE & ACH
TRANS NBR DATE VENDOR AMOUNT
2730 12/2/2013 AGENCY FOR HEALTH CARE ADMIN 13,173.89
.,,,,,, 2731 12/3/2013 ELITE TITLE 17,430.00
2732 12/4/2013 FL RETIREMENT SYSTEM 399,255.26
Grand Total: 429,859.15
1
22
ELECTRONIC PAYMENT - VISA CARD
TRANS.NBR DATE VENDOR AMOUNT
1002942 12/4/2013 EVERGLADES FARM EQUIPMENT CO INC 153.97
1002943 12/4/2013 PRAXAIR DISTRIBUTION SOUTHEAST LLC 1,476.15
1002944 12/4/2013 SAFETY PRODUCTS INC 1,211.68
1002945 12/4/2013 LIGHTSOURCE IMAGING SOLUTIONS LLC 793.25
1002946 12/4/2013 INDIAN RIVER BATTERY 328.50
1002947 12/4/2013 INDIAN RIVER OXYGEN INC 85.00
1002948 12/4/2013 MIKES GARAGE& WRECKER SERVICE INC 50.00
1002949 12/4/2013 HOMELAND IRRIGATION 431.79
1002950 12/4/2013 HILL MANUFACTURING CO INC 912.52
1002951 12/4/2013 WORLD INDUSTRIAL EQUIPMENT INC 2,708.97
1002952 12/4/2013 ARAMARK UNIFORM&CAREER APPAREL LLC 91.58
1002953 12/4/2013 METTLER TOLEDO INC 2,790.00
1002954 12/4/2013 JOHNSON CONTROLS INC 797.50
1002955 12/4/2013 SOUTHERN COMPUTER WAREHOUSE 1,093.00
1002956 12/4/2013 COMO OIL COMPANY OF FLORIDA 532.84
1002957 12/4/2013 SHRIEVE CHEMICAL CO 3,132.32
1002958 12/4/2013 FLAGLER CONSTRUCTION EQUIPMENT LLC 894.37
1002959 12/4/2013 SOUTHERN JANITOR SUPPLY INC 816.87
1002960 12/4/2013 WINGFOOT PLASTIC PRINTING SVS INC 1,521.48
1002961 12/4/2013 SPINNAKER VERO INC 786.30
1002962 12/4/2013 AUTO PARTNERS LLC 6.70
1002963 12/4/2013 L&L DISTRIBUTORS 154.43
1002964 12/4/2013 S& S AUTO PARTS 350.01
1002965 12/5/2013 OFFICE DEPOT BSD CUSTOMER SVC 2,160.28
1002966 12/5/2013 WASTE MANAGEMENT INC 1,800.03
Grand Total: 25,079.54
1
23
CONSENT AGENDA
December 17, 2013
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMISSIONERS
INTER-OFFICE MEMORANDUM
TO: Members of the Board of County Commissioners
FROM: Commission Chairman Peter D. O'Bryan, District 4
DATE: December 9, 2013
SUBJECT: 2014 COMMITTEE ASSIGNMENTS
Attached is the 2014 Committee Assignments for each Commissioner.
Attachment
24
LpRI'D
2014 COMMITTEE ASSIGNMENTS FOR EACH COMMISSIONER
WESLEY S. DAVIS — District 1
1. Agriculture Advisory Committee (Quarterly 4th Thursday @ 2:00 pm)
2. Metropolitan Planning Organization (2nd Wednesday of the month @ 10:00 am)
3. Value Adjustment Board (2x a year)
4. School Planning Elected Officials Oversight Committee (BCC Chairman serves) (Annually)
5. Community Development Block Grant Advisory Committee (Meetings are held as needed)
JOSEPH E. FLESCHER — District 2
1. Metropolitan Planning Organization (2nd Wednesday of the month @ 10:00 am )
2. Treasure Coast Regional Planning Council (Alternate for O'Bryan) (Held on the 3`d Friday of
the Monday, Bi-Monthly)
3. Treasure Coast Sports Commission
4. Juvenile Justice Council (Vice Chair) (2nd Wednesday of the month)
5. Tourist Development Council (Quarterly 3`d Wednesday @ 2:00 pm)
6. Audit Selection Committee (Every 4 years)
7. County Public Safety Coordinating Board (BCC Chairman or designee) (Meetings are
held as needed)
F:\BCC\Commissioner Assignments\2014 COMMITTEE ASSIGNMENTS FOR COMMISSION ERS.doc
(COUNTY COMMITTEE ASSIGNMENTS ARE IN BOLD)
25
TIM ZORC — District 3
1. Metropolitan Planning Organization (MPO) (2nd Wednesday of the month @ 10:00 am)
2. Treasure Coast Regional Planning Council (Alternate for Commissioner Solari) (Held on the 3ra
Friday of the Monday, Bi-Monthly)
3. Beach & Shore Preservation Advisory Committee (3rd Monday of the month @ 3:00 pm)
4. State Housing Initiatives Partnership (SHIP) Loan Review Committee (Meetings are held
as needed)
5. St. Johns River Alliance (Meetings are held as needed)
6. Value Adjustment Board (2x a Year)
PETER D. O'BRYAN — District 4
1. Children's Services Advisory Committee (As scheduled 2nd Monday @ 5:30 pm)
2. Metropolitan Planning Organization (2nd Wednesday of the month @ 10:00 am)
3. Treasure Coast Regional Planning Council (Held on the 3rd Friday of the Monday, Bi-Monthly)
4. Treasure Coast Council of Local Governments (Monthly 1St Wednesday @ 10:00 am)
5. Workforce Development Consortium of the Treasure Coast (BCC Chairman serves)
6. Economic Development Council (3rd Tuesday of the month @ 3:30 pm)
BOB SOLARI — District 5
1. Board of Trustees of Law Library (Meetings are held as needed)
2. Metropolitan Planning Organization (MPO) (2nd Wednesday of the month @ 10:00 am)
3. Transportation Disadvantaged Local Coord. Board (BCC member serves as Chair)
(Quarterly 4th Thursday @ 10:00 am)
4. Treasure Coast Regional Planning Council (Held on the 3rd Friday of the Monday, Bi-Monthly)
5. Affordable Housing Advisory Committee (Meetings are held as needed)
6. Indian River Lagoon Advisory Board
7. Enterprise Zone Development Agency (2nd Thursday of the month @ 8:30 am)
F:\BCC\Commissioner Assign ments\2014 COMMITTEE ASSIGNMENTS FOR COMMISSIONERS.doc
(COUNTY COMMITTEE ASSIGNMENTS ARE IN BOLD)
26
CONSENT: 12/17/2013
V
O ice Of
INDIAN RIVER COUNTY
ATTORNEY
Dylan Reingold,County Attorney
William K.DeBraal,Deputy County Attorney
Kate Pingolt Cotner,Assistant County Attorney
MEMORANDUM
TO: Board of County Commissioners
FROM: William K. DeBraal - Deputy County Attorney(, P-
DATE: December 10, 2013 �"�
RE: Permission to Advertise for Public Hearing for Amendment to
Section 100.03(4) of the Indian River County Code, Codifying
and Publishing the Ordinances to Readopt the Code as
Published by the Municipal Code Corporation
Section 125.68, Florida Statutes requires that each county maintain a
current codification of all ordinances, which must be published annually by
the Board of County Commissioners. Once codified, the Code is the best
evidence of the current law of the County. The Code is codified through
adoption of an ordinance; adoption of the ordinance must be preceded by
public hearing.
REQUESTED ACTION:
Authorize staff to advertise for a public hearing on January 14, 2014 to
amend Section 100.03(4) of the Indian River County Code.
nhm
t&
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IN �6,(VZA
NO
27
CONSENT
INDIAN RIVER COUNTY, FLORIDA AGENDA
MEMORANDUM
TO: Joseph A Baird; County Administrator
THROUGH: Stan Boling, AICP; Community Development Director
�v�me
FROM: John W. McCoy, AICP; Chief, Current Deve pnt
DATE: December 9, 2013
SUBJECT: GHO Fieldstone Ranch Corp's Request for Final Plat Approval for a Subdivision
to be Known as Fieldstone Ranch Phase 3 [2004050472-70902 / SD-04-11-52]
It is requested that the data herein presented be given formal consideration by the Board of
County Commissioners at its regular meeting of December 17, 2013.
DESCRIPTION & CONDITIONS:
The Fieldstone Ranch Phase 3 subdivision represents the third and final phase of the Fieldstone
Ranch Subdivision located on the south side of 77th Street, west of 581h Avenue. Phase 3 consists
of 39 lots on 15.84 acres resulting in a density of 2.46 units/acre for Phase 3. The overall
Fieldstone Ranch Subdivision consists of three phases containing 129 lots on 60 acres, with an
overall project density of 2.15 units/acre. The subdivision site is zoned RS-3 (Residential
Single-Family — up to 3 units per acre), and has an L-1 (Low Density 1 up to 3 units per acre)
land use designation.
On November 18, 2004, the Planning & Zoning Commission granted preliminary plat approval
for the Fieldstone Ranch Subdivision. Initially, the project was proposed for development in a
single phase but has since been approved for development in three phases. The applicant has
constructed Phase 1 (68 lots) and Phase 2 (22 lots), and has platted both phases. With respect to
Phase 3, the developer obtained a land development permit, constructed the required subdivision
improvements, and recently obtained a certificate of completion. The applicant has submitted a
Phase 3 final plat in conformance with the approved preliminary plat, and now requests that the
Board of County Commissioners grant final plat approval for Fieldstone Ranch Phase 3.
ANALYSIS:
The final plat will establish individual single family lots, a conservation tract, a recreation and
landscaping tract, internal road right-of-way, and various easements. All of the required
improvements for Fieldstone Ranch Phase 3 have been completed and inspected, and a certificate
of completion for subdivision improvements was issued on December 11, 2013. As part of the
certificate of completion process, the developer posted a maintenance bond to guarantee required
road and drainage improvements. In this case, all subdivision improvements (stormwater
management facilities, landscape buffers, roadways) will be private, with the exception of certain
F:\Community Development\CurDev\Final Plats\BCC staff reports\FieldstoneRanchPhase3finalplat.doc a
28
utility facilities, which have been dedicated and guaranteed to Indian River County as required
by Utility Services. All requirements of final plat approval for Fieldstone Ranch Phase 3 have
�-- been satisfied.
RECOMMENDATION:
Based on the above analysis, staff recommends that the Board of County Commissioners grant
final plat approval for Fieldstone Ranch Phase 3.
ATTACHMENTS:
1. Application
2. Location Map
3. Final Plat Layout
APPROVED AGENDA ITEM: Indian River County Approved Date
Administrator 1a. ,L,V�
FOR: December 17, 2013 -,
kW ti. o-�-1-3BY: Legal Budget i2 io t3
Risk Management
Department /, l z/i�1►3
ETommunity Development\CurDevAFinal Plats\BCC staff reports\FieldstoneRanchPhase3finalplat.doc 2
29
;w 2013 1)
FINAL PLAT (PLTF) APPLICATION
PROTECT NAME PRINT): Fieldstone Ranch Phase III
NOTE. THIS IS THE NAME THAT WILL BE USED FOR ALL REFERENCE TO THIM'O�''hc
(SUCH AS "WOODY BIG TREE SUBDIVISION").
CORRESPONDING PRELI INARY PLAT PROTECT NAME AND PLAN NUMBER:
Fieldstone Ranch
W041052�?,-- 70002, SD- 04 - 11 -52
PROPERTY OWNER:(PLEASE PRINT) AGENT(PLEASE PRINT)
GHO Fieldstone Ranch Corp Schulke, Bittle, & Stoddard, LLC
NAME NAME
1775 SW Gatlin Boulevard, Ste. 206 1717 Indian River Blvd. , Suite 201
ADDRESS ADDRESS
Port St Lucie, FL 34953 Vero Beach, FL. 32960
CITY,STATE,ZIP CITY, STATE,ZIP
(561) 688-2020 ext . 117 (772) 770-9622
PHONE NUMBER PHONE NUMBER
billh@ghohomes . com jschulke@sbsengineers .com
EMAIL ADDRESS E L ADDRESS
Bill Handler ose h W. Schulke P.E.
CONTACT PERSON A 'T PERSON
SIG ATU F OWNER OR AGENT
PROJECT ENGINEER: (PLEASE PRINT) PROJECT SURVEYOR: (PLEASE PRINT)
same as agent Surveyors
NAME NAME
1717 Indian River Blvd. , Suite 201
ADDRESS ADDRESS
Vero Beach, FL. 32960
CITY,STATE,ZIP CITY, STATE,ZIP
(772) 794-1213
PHONE NUMBER(s) PHONE NUMBER(s)
rls5755@bellsouth.net
EMAIL ADDRESS EMAIL ADDRESS
Charles H. Blanchard
CONTACT PERSON CONTACT PERSON
1801 27`I'Street, Vero Beach FL 32960
F;\Community Development\Users\CutDuv\Applications\FinalPlatApplication.doc Revised January 2011 1 of•3
ATTACHMENT
30
SITE PARCEL TAX ID#'S: 32-39-05-00001-0010-00001 . 0
COUNTY LAND DEVELOPMENT PERMIT(LDP)#: SD-05-02-08
DATE LDP ISSUED: 1-25-12
ZONING: RS-3 FLUE: L-1
TOTAL(GROSS)ACRES: 15 . 84 TOTAL NUMBER OF LOTS: 3 9
AREA OF DEVELOPMENT(NET)ACREAGE: 15 .84
DENSITY (UNITS PER ACRE): 2 .46
**PLEASE COMPLETE SUBMISSION CHECKLIST**
NOTE."N/A"should be marked in the"YES"column if"Not Applicable"
MATERIAL YES NO
1. Fee - $1400.00(checks payable to Indian River County) x
2. Completed Final Plat Application Form x
3. Ten(10) Copies of the Final Plat(Must be signed and sealed by surveyor) x
4. Letter of Authorization (if applicant is not owner) x
5. Letter from developer providing timeline for achieving the
75% completion threshold for the overall subdivision improvement x
Note: improvements will be completed prior to BCC hearing
6. ONE OF THE FOLLOWING SETS OF REQUIRED IMPROVEMENT DOCUMENTS:
CONSTRUCTION COMPLETE-BUILD OUT:
(a) Certificate of Completion from Public Works or copy of letter to
Public Works and Utilities requiring inspection of improvements. x
Note: improvements will be completed prior to BCC hearing
IF IMPROVEMENTS ARE DEDICATED TO THE PUBLIC:
(b) Original Engineer's Certified Cost for Improvements(signed and sealed) x- N A
Failure to provide information on which option is being selected may result in a delay in
processing the application.
====OR—
1801 27'h Street,Vero Beach FL 32960
F:1Community Development\Users\CurDcv\Applications\FinalPlatApplication.doe Revised January 2011 2 of 3
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THE PLAT OF INDIAN RIVER FARMS COMPANY SUBDIVISION AS FILED IN PLAT BOOK 2, PAGE 25 PUBLIC RECORDS OF ST. PAGE
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A REPLAT OF A PORTION OF TRACTS 1 &2,SECTION 5,TOWNSHIP 32 SOUTH,RANGE 39 EAST ACCORDING TO PLAT BOOK
THE PLAT OF INDIAN RIVER FARMS COMPANY SUBDIVISION AS FILED IN PLAT BOOK 2, PAGE 25 PUBLIC RECORDS OF ST. PAGE
LUCIE(NOW INDIAN RIVER)COUNTY,FLORIDA
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CONSENT AGENDA
Indian River County
Inter-Office Memorandum
Office of Management and Budget U
INS-
TO: Members of the Board
of County Commissioners
FROM: Jason E. Brown
Director, Office of Mange, ent Budget
DATE: December 9, 2013
SUBJECT: Interest Rate Change on All County Financing
(Petition Paving, Utility Assessment Projects,
Utility Impact Fees, etc.)
DESCRIPTIONS AND CONDITIONS
In January of each year the Board of Commissioners adjusts the fixed interest rates charged by
the County for financing utility assessments, utility impact fees, petition paving assessments and
any other financing. County policy has been to set this rate equivalent to the prime interest rate
as published in the Wall Street Journal and other financial news outlets, with the exception that
the rate will not be set lower than 5.75% (5 %%) for County financing. The Board of
Commissioners approved this minimum rate on February 5, 2002, and it is equivalent to the
interest rate on County utility revenue bonds. This minimum rate was established to prevent the
-- County from lending at lower rates than our own borrowing costs.
The prime interest rate listed on Bloomberg on Monday, December 9, 2013, was 3.25%. Staff
recommends setting the interest rate charged by the County at 5.75%, the minimum rate set in
2002. The only exception to this interest rate would be for projects directly affiliated with a bond
issue for which the bond covenants dictate a different interest rate.
RECOMMENDATION
Staff recommends that the Board of County Commissioners approve the fixed interest rate of
5.75%. Staff further recommends that this rate remain in effect for calendar year 2014 for all
County financing with the exception of projects directly affiliated with a bond issue for which the
bond covenants dictate a different interest rate.
ATTACHMENT
County Financing Interest Rate History
APPROVED AGENDA ITEM: Indian River Count Approved Date
BY , - & , Administrator /3
Jo ph A. Baird County Attorney
County Administrator Budget
....
Department
FOR: December 17, 2013 Risk Management
37
COUNTY FINANCING INTEREST RATES
Ten Year Historical Amounts Compared to Interest Rate Benchmarks
Calendar Year County Rate Historical Interest Rates
2014 (Recommended) 5.75%
2013 5.75% 9.00%
2012 5.75% —
°
2011 5.75% 8.00/°
2010 5.75% 7.00%
2009 5.75%
2008 (3) 5.75% 6.00%
2007 8.25% 5.00%
2006 7.00% N
2005 5.75% 4.00%
2004 5.75% _
2003 5.75% 3.00%
2002 - Feb. 5 through Dec. 31 5.75% 2.00%
2002 - Jan. 1 through Feb. 5 4.75%
2001 - Jul. through Dec. (2) 6.75% 1.00%
..; _LI 'Lt t Ll
2001 - Jan. through Jun. 8.50% I I �_ L L L'
0.00%
2000 8.50% 2000 2001 2002 2004 2006 2008 2010 2012 2014
Calendar Year
(1) On February 5, 2002, the Board of Commissioners adopted a minimum interest rate of 5.75%. This rate is equivalent to the interest rate on County
utility revenue bonds. This prevents the County from lending at lower rates than our own borrowing costs.
(2) Due to highly fluctuating interest rates, the County adjusted interest rates every six months, rather than every twelve months for calendar year 2001.
(3) On December 18, 2007, the BCC approved setting this at the minimum rate of 5.75% as opposed to the prime rate of 7.25% in light of current
economic conditions.
Note: The County sets a standard interest rate on all financing at the beginning of each calendar year. This rate is equivalent to the prime rate as
published on Bloomberg, with a minimum rate of 5.75% adopted on February 5, 2002.
W
00 fAbudget\jason\misc\interest rate history.As 12/5/2013
CONSENT AGENDA
INDIAN RIVER COUNTY,FLORIDA
DEPARTMENT OF UTILITY SERVICES
CONSENT AGENDA ITEM
DATE: DECEMBER 9, 2013
TO: JOSEPH A. BAIRD, COUNTY ADMINISTRATOR
FROM: VINCENT BURKE, P.E., DIRECTOR OF UTILITY SERVICES
PREPARED ARJUNA WERAGODA, P.E., CAPITAL PROJECTS MANAGER (w?
& STAFFED BY: GORDON E. SPARKS, P.E., ENVIRONMENTAL ENGINEER
SUBJECT: FINAL PAY REQUEST NO. 2 TO MELVIN BUSH CONSTRUCTION
COMPANY FOR WATER MAIN LOOPS ON 9TH MANOR SW AND
13TH STREET SW, UCP 4101, WIP NO. 471-169000-13525 AND
471-206-13525
DESCRIPTION AND CONDITIONS
On July 2, 2013 the Board of County Commissioners (BCC) approved Work Authorization No.
2012-003 to Melvin Bush Construction Company for construction of water main loops on 91h
Manor SW and 13th Street SW for a total amount of $37,000.00 for labor. The improvements are
now complete and Melvin Bush Construction Company submitted Pay Request No. 2 Final for
$15,060.61 (See Attachment 1). Pay Request No. 1 Partial for $16,945.06 was paid a total amount
of$15,250.55 leaving an additional amount of$1,694.51 being held as retainage. The total cost of
the project was $30,311.16 which was $6,688.84 less than budgeted. The payment of$15,060.61 to
the Melvin Bush Construction Company will release retainage and the County's obligation to the
Contractor.
FUNDING
Funding for final payment to Melvin Bush Construction Company will be derived from the R&R
budget in the operating fund. The operating fund budget is derived from water and sewer revenues.
ACCOUNT NUMBER ACCOUNT NAME AMOUNT
471-169000-13525 91h Manor SW and 13th Street $13,366.10
471-206000-13525 (retainage) SW Water Main Loops $1,694.51
�..
39
RECOMMENDATION
The staff of the Utilities Department recommends that the Board of County Commissioners
approve the total amount for labor of$30,311.16 for 9th Manor SW and 13th Street SW Water Main
Loops project and approve Pay Request No. 2 Final for$15,060.61, as presented.
ATTACHMENTS
1. Pay Request No. 2 Final for 9th Manor SW and l3th Street SW Loop
APPROVED FOR AGENDA:
By?Josepht.
Indian River Co. A roved Date
Baird, County Administrator Administration
Utilities 14 13
FOR:; C �'� X70/3 Legal
Date Budget
r..
F:\Utilities\UTILITY - ENGINEERING\Projects - Utility Construction Permits\IRC - WM Loops so. of
Oslo Rd. and w of 93rd Ave UCP 9101\OA - AGENDA Memo to Baird Final Pay to Bush Dec. 3, 2013.doc
40
SECTION 00622 -Contractor's Application for Final Payment
Application for Payment No. 2 FINAL
For Work Accomplished through the period of 10/28/2013 through 11/28/2013
To: INDIAN RIVER COUNTY UTILITIES (OWNER)
From: MELVIN BUSH CONSTRUCTION INC. (CONTRACTOR)
Contract: WATER, SEWER, AND RECLAIM WATERLINE REPLACEMENT/EXTENSIONS AND
MISCELLANEOUS LABOR CONTRACT BID NO. 2010052 AWARDED
Project: CONSTRUCT TWO WM LOOPS ONE AT 9 MANOR SW & ONE ON 13th ST SW.
OWNER's Contract No. ENGINEER's Contract No.
ENGINEER INDIAN RIVER COUNTY UTILITIES.
(1) Attach detailed schedule and copies of all paid invoices.
1. Original Contract Price: $37000.00
2. Net change by Change Orders and Written Amendments (+ or-): $
3. Current Contract Price (1 plus 2): $37000.00
4. Total completed and stored to date: $30,311.16
5. Retainage (per Agreement):
% of completed Work: $
% of retainage: $
Total Retainage: $
6. Total completed and stored to date less retainage (4 minus 5): $30,311.16
7. Less previous Application for Payments: $15,250.55
8. DUE THIS APPLICATION (6 MINUS 7): $15,060.61
CONTRACTOR'S CERTIFICATION: � 7 f.-2-0(P �3�Z�j — I(d��l s►)
I hereby certify that the labor and materials listed on this request for payment have been used in the
construction of this work and payment received from the last request for payment has been used to
make payments to all subcontractors, laborers, material men and suppliers, except as noted below.
The acceptance of final payment shall be and shall operate as a release of the OWNER from all
claims and all liability to the CONTRACTOR other than claims in stated amounts as may be
specifically excepted by the CONTRACTOR for all things done or furnished in connection with this
Work and for every act and neglect of the OWNER and others relating to or arising out of this Work.
Any payment, however, final or otherwise, shall not release the CONTRACTOR or his sureties from
any obligations under the Contract Documents or the Payment and Performance Bonds.
Dated 12/03/2013 MELVIN BUSH CONSTRUCTION, INC
(C�Rc.eA
By:
State of FLORIDABAR±3RRp1��
County of SAINT LUCIE r'•: �, PAWc C
E1SSIPV a Fr 42.''1914 � �` i .,z HOa to PKV,E-EC
Subscribed and sworn to before me this 0 `y ,� r XP)RES:it ne is2Q ,; AYCO'-'e MMS510N r FF 027974 of Deceroger . .
EXPIRES:June 16,2017
Bonded Thor ko PACUM
Notary Public BARBARA PAWELEC
My Commi�si n expires:
00622-Contractor's Application for Final Payment
00622-1
FAusersVnary=TIVE PROJECTS and CONTRACTS 2012-201311RC 201005202011 ANNUAL REQUIREMENTS LABOR CONTRACTl00622-Conlrector's Application for Final
Payment.doc Rev.05101
41
CERTIFICATION OF ENGINEER (WHERE APPLICABLE):
I certify that I have checked and verify the above and foregoing Periodic Estimate for Partial
Payment; that to the best of my knowledge and belief it is a true and correct statement of the work
performed and/or material supplied by the Contractor.
Dated 12- — /0 —/3-
_44ReHtT-C-eT 1 ENGINEER IGNATURE
CERTIFICATION OF ENGINEER/ INSPECTOR:
I have checked the estimate against the Contractor's Schedule of Amounts for Contract
Payments and the notes and reports of my inspections of the project. It is my opinion that this
statement of work performed and/or materials supplied is accurate, that the Contractor is observing
the requirements of the Contract, and that the Contractor should be paid the amount requested
above.
Dated / /o /
CHITECT/ ENGINEER) SIGNATURE
Accompanying Documentation:
* END OF SECTION
00622-Contractor's Application for Final Payment
00622-2
FAusers\mary\ACTIVE PROJECTS and CONTRACTS 2012-2013\IRC 201005202011 ANNUAL REQUIREMENTS LABOR CONTRACT\00622-Contractors Application for Final
Payment.doc Rev.05101
42
MELVIN BUSH CONSTRUCTION INC.
2748 SW CASELLA STREET
PORT ST. LUCIE, FL 34953 Date
Phone# 772-336-0623
Fax# 772-336-0488 10/29/2013
Bill To
INDIAN RIVER COUNTY
1801 27th STREET
UTILITY DEPT.,BLDG A
VERO BEACH,FL 32960
P.O.No. Ternis Due Date Project
2010052 Net 30 11/28/2013 WM 9TH MANOR& I...
Item Description Qty Unit Rate Amount
WM LOOPS C 9TH MANOR SW& 13TH ST SW
MOBiLIZ... MOBILIZATION 1.00 LS 1,540.46 1,540.46
8"DIREC... 8"DIRECTIONAL BORE 300.00 LF 28.00 8,400.00
6"PVC M... 6"PVC WM 40.00 LF 6.00 240.00
6"TAPPI... 6"TAPPING SLEEVE&VALVE 2.00 EA 900.00 1,800.00
DIP FITTI... DIP FITTINGS 0.21 TN 3,500.00 735.00
w.. 6"BELL R... 6"BELL RESTRAINTS 1.00 EA 50.00 50.00
TESTING TEST HOLES 10.00 EA 200.00 2,000.00
LAWN RE... LAWN RESTORATION 2,799.00 LF 0.40 1,119.60
FLUSH&... FLUSH&PRESSURE TEST 340.00 LF 1.00 340.00
SAMPLE... SAMPLE POINTS 2.00 EA 250.00 500.00
BACTI TF..... BACTI TEST 2.00 EA 110.00 220.00
PVC 8"PVC PIPE WM 682.00 LF 7.00 4,774.00
TESTING TEST HOLES 10.00 EA 200.00 2,000.00
MECH.JO... MECH.JOINT FITTINGS 0.05 3,500.00 175.00
RESTORA... RESTORATION 7,000.00 SF 0.40 2,800.00
PRESSUR... PRESSURE TEST,PIGGING, FLASH �� 682.00 LF 1.00 682.00
SAMPLE... SAMPLE POINTS b` 2.00 EA 250.00 500.00
BACTI TE... BACTI TEST ( 2.00 EA 110.00 220.00
SURVEY ... SURVEY WORK&AS-BUILTS / 1.00 LS 1,000.00 1,000.00
MOBILIZ... MOBILIZATION �/ + 1.00 LS 1,215.10 1,215.10
'l/ � 11
Total $30.311.16
E-mail Payments/Credits S-15,250.55
melvinbushconsti-oibellsouth.net Balance Due $15,060.61
43
AgendaConsent Item
r� INDIAN RIVER COUNTY, FLORIDA
DEPARTMENT OF UTILITY SERVICES
7 o$ty1`
Date: December 4, 2013
To: Joseph A. Baird, County Administrator
From: Vincent Burke, P.E., Director of Utility Servicest*.(,�..0(7
Prepared By: Cindy Corrente, Utilities Finance Manager'` ,
Subject: Amendment to Elevated Water Tank Space L"i_cense�Agreement with T-
Mobile
DESCRIPTIONS AND CONDITIONS:
In March 2004, The Board of County Commissioners entered into a lease agreement with
Omnipoint Holdings now known as T- Mobile South LLC. The agreement allowed the Licensee
to install and operate a communications facility at the Utility Department's elevated tank
located at 4690 28th Court (Gifford Tank). The license fee was $20,000 per year and included a
clause that required a four percent increase per year. Presently, the annual lease fee is
$28,466.28.
,N..
ANALYSIS:
Recently, representatives for T-Mobile South LLC. contacted staff to request an upgrade to
their equipment located on the Gifford Tank. In the past, staff has experienced various issues
with the providers and their use of the tank. One of the issues is that the manner in which
equipment is attached to the tower resulted in increased costs for the utility to have the tanks
properly painted and maintained. In order to offset these costs, we have proposed an increase
in lease fees of $350.00 per month which equates to $4,200.00 per year for a total yearly
license fee of $32,666.28. The four percent increase per year will remain in effect if this
amendment is approved.
FUNDING:
There is no cost to the department as a result of this lease. However, the department will
receive revenues as a result of this lease agreement. The revenues will be recorded in the
operating fund under the Radio Tower Rents account. The operating fund is used to cover
daily expenses encountered to provide services to existing customers.
ACCOUNT NO.:
Description Account Number Amount
Radio Tower Rents 471038-362011 $32,666.28
Page 1 of 2
44
RECOMMENDATION:
Staff recommends the approval of the attached First Amendment to the Elevated Water Tank
Space Agreement with T- Mobile South LLC. and requests that the Board authorize the
Chairman to execute the attached lease on their behalf.
ATTACHMENT(s):
First Amendment Elevated Water Tank Space License Agreement
APPROVED FOR AGENDA:
By: r
Indian River Co. App&t"d r d Date
Josep , A. Baird, County Administrator Administration
�J Legal
For: "X14-11 J 1/ O 1 Budget
Date Utilities C 11�i-L3
Utilities-Finance Z_�u—J3
wr
F:\Utilities\UTILITY-Engineering\Cellular Antennas and Wireless UCP#993\Gifford Tank\T Mobile\Agenda-T Mobile Lease Amendment
Gifford Tank Dec 2013.doc
45
iviarKer. imami
First Amendment Elevated Water Tank Space License Agreement
This First AMENDMENT TO Elevated Water Tank Space License Agreement
("Amendment") is made and entered into by and between Indian River County, a Political subdivision of
the State of Florida ("Licensor"), and T-Mobile South LLC, a Delaware limited liability company, as
successor in interest to Omnipoint Holdings, Inc. ("Licensee").
Recitals
The parties hereto recite, declare and agree as follows:
A. Licensor and Licensee (or as applicable, their respective predecessors in interest) entered into
a Elevated Water Tank Space License Agreement dated March 23, 2004 (including any prior
amendments,the "Agreement"), with respect to Premises located at 4690 28th Court (north of 49th Street)
in Indian River County.
B. Licensor and Licensee desire to enter into this Amendment in order to modify and amend
certain provisions of the Agreement.
NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained
and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
Licensor and Licensee covenant and agree as follows:
1. Thirty (30) days after the date this Amendment is fully executed by the parties (a) Licensee
will have the right to modify the Licensee Facilities as described and depicted on Exhibit A, which is
attached hereto and by this reference incorporated herein, and Licensor hereby consents to and approves
of the modifications described and depicted on Exhibit A in all respects, and (b) the license fee that
Licensee pays Licensor will be increased by Three hundred fifty Dollars ($350.00) per month.
2. The parties' notice addresses in the Agreement are deleted in their entirety and replaced with
the following:
If to Licensee:
T-Mobile South LLC
Attn: Lease Compliance/A2P0003A
12920 SE 38th Street
Bellevue, WA 98006
If to Licensor:
Indian River County Board of County Commissioners
180127 TH St, Vero Beach, FL 32960
Attention: Terry Southard, Operations Manager
Department of Utility Services
Phone: (772) 226-3404
3. The terms and conditions of the Agreement are incorporated herein by this reference, and
capitalized terms used in this Amendment shall have the same meanings such terms are given in the
Agreement. Except as specifically set forth herein, this Amendment shall in no way modify, alter or
amend the remaining terms of the Agreement, all of which are ratified by the parties and shall remain in
1
46
Jlie If ALYUUUJA
Market: Miami
full force and effect. To the extent there is any conflict between the terms and conditions of the
Agreement and this Amendment, the terms and conditions of this Amendment will govern and control.
11VW 4. Licensor represents and warrants to Licensee that the consent or approval of no third party,
including, without limitation, a lender, is required with respect to the execution of this Amendment, or if
any such third party consent or approval is required,Licensor has obtained any and all such consents or
approvals.
IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the date of
execution by the last party to sign.
Witnesses: T-Mob' S nth L
By:
Print name:Harlan Kickhoe e
By: Its:Director,Engineering and Operations
Print Name: n— . Date: 1��71 t�
By:
Print Name:
2
47
MW x aLrVUUj v
Market:Miami
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Exhibit A
4
49
iffy DATE DESCRIPTION
A 11 111 12 pRET11IRYRY
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G I F FO R D WATER TOWER 1 9/4/12 REV6m
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RE14MUCfION OR USE OF THIS DRAWS
AND/OA 711E MI RMATXIN CONMNED N
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LOCAL MAP SCOPE OF WORK DESIGN CRITERIA INDEX OF DRAWINGS Telecom
\`�I ♦ ( INSTALLATION OF NEW UNMANNED T-MOBILE TELECOMMUNICATIONS DESIGN WIND SPEED: 180 MPH(ULTIMATE,3-SECOND GUST) SHr• ON REV. >�IA-vwE oAUE
EOUPMENF WRHN EXISTING FENCED COMPOUND AND NEW 124 MPH(NOMMIAL .3-SECOND D GUST) NO- 14 N0. um wErt
ANTENNAS ON EXISTING TOWER.CONNECTIONS TO EXISTING EXPOSURE: C
POWER SUPPLY. RISK CATEGORY: 0 TI 7111E SHEET 4 Exnx a a Nmnx¢n nu vi,.
_ OPEN STRUCTURET2 NOTES
C1 COMPOUND PIAN 2
CZ EQUIPMENT PIANS 4
PROPERTY SUMMARY CONTACTS CJ ELLbTINO ANTENNA LAYOUT PLANS 3
a d 11 l- I rtE EOrATKN�� } PPS" \\\ C3.1 PROPOSED ANTENNA LAYOUT PLANS 3 1� ' -Mobile
1 yy FOLIO/: 32392300000500000009.1 APPLICANT C3.2 TONER ELEVATION /44 STICK}opthef'
LATITUDE 27 40'41.90 N
LONGITUDE 80'24'45.22'W C4 DETAILS
- 1 t1 \tt Vat T-MOBILE USA 4
20NINC JURISDICPON: INDIAN RIVER COUNTY 1300 CONCORD TERRACE CS DETAILS 4 z+W�sE ti uw
ZONING CIASSIFICATIN: RM-10 E1 ELECTRICAL AND GROUNDING NOTES 0
-' SURE 200
_!.-- A I L 1 � �• r- SUNRISE.FL 33727 4
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LEGAL DESCRIPTION E3 ELEcrRIO'L°Fun
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I-� PROPERTY OWNER CONTACT: l
V E4 ELECTRICAL AND GROUNDING DETAILS J 44 A P ♦i
COM AT NW CDR OF SWI/4 OF SWI/4,RUN E ALONG N LINE LANDLORD: INDIAN RIVER COUNTY C.
E N ♦�A
OF SW1/4 OF SWI/4 181.95 FTTO POB;RUN S 237 FT;RUN �, •, ♦�
VICINITY MAP E 309.58 Fr;RUN NWLY 245.85 FT TO PT ON N LIVE OF sw V'
1/4 OF SWI/4 428.90 FT E OF NW COR;RUN W 24455 FT ADDRESS: 1801 27th STREET No. •.-e
TO POB AS OR BK 535 PP 322 fp
CRY,STATE ZIP: VERO BEACH,FL 32887
ur t`7�d ' 1L APPLICABLE CODES ,�• TAT of ;2t
\\s+iR�h•.� f THE CONTRACTOR WORK SWLLL COMPLY WITH ALL APPLICABLE NATIONAL,STATE AD
AND LOCAL CODES AS OPTED BY THE LOCAL �i�tS1 o R 1 P•(9��,
T \ "� ;, AUTHORITY EFFECT ON THENDATE OFCONTRACT AWARD SILAl1 GOVERN THE DESIGN
mN OVER THE LOCATION. THE MOF THE AHJ ADOPTED CODES AND STANDARDS M ♦�♦♦♦♦�ANAL•� �,,
L rr
BUILDING CODE FLORIDA BUILDING CODE(FBC)2010,WITH 2012 SUPPLEMENT, DATE Ov srowTvlff: f f/z7/I l
RELOCATION
ELECTRICAL CODE NATIONAL FIRE PROTECTION ASSOCIATION(NEPA)70,NATIONAL ELECTRICAL CODE,2008 EDITION. GIFFORD
Ulf t MECHANICAL CODE FBC MECHANICAL CODE 2010. RF DESIGN VERIFICATION WATER TOWER
FIRE CODE:2010 FLORIDA FIRE PREVENTION CODE,LIGHTNING PROTECTION CODE NFPA 780 EDITION 2004.
THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE
A2P0003A
-- - ---a, .__— u___^b✓ INSTITUTE(ACI)318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,AMERICAN INSTITUTE OF STEEL CONSTRUCTION � 400 2110,count
MAN
MSC), UAL OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (7N) 222-G, vOro BD1c14 N Jzo97
RAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:TIA 807, COMMERCUL BUnDING
GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUMCATIONS. DESIGN BASED ON RFDS DATED SHEET NAME
DRIVING DIRECTIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESSRVITY, GROUND 8/22/12• CONTRACTOR SHALL
FROM T-MOBILES OFFICE HEAD EAST ON 1-95 TO FLORIDA'S. TURNPIKE,HEAD NORM ON IMPEDANCE AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE
FOR REQUEST CURRENT RFDS TITLE SHEET
TURNPIKE FOR 97.4 ARLES TO EXIT 182(SR70/VERD BEACH),HEAD EAST ON SR-70 POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. _
PRIOR TO CONSTRUCTION
147(SR-00
RD)FOR H).MILESHED A H93,HEAD NORM ON I-95 FOR 18 AVE, 70 EXIT IEEE C82.41. H SYSTEM
PRACTICE ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
147 HEAD /VETtO BEACH).MILES
EAST th SR-BO FOR 4.4 AND
TO Nth AVE TURN LEFT 'CJ'AND'HUN SYSTEM D(POSURE).
AND HEAD NORTH FDR 2.5 MIIFS TO 45th ST,TURN RIGHT MOD NEAR FAST FOR 1.9 MILES
TO 28th LT,TURN LEFT AND HEAD NORTH FOR 0.3 MILE TO 47th ST,TURN RIGHT AND TELCORDIA GR-1275, GENERAL INSTALLATION REOUIREMENB,IELCORDIA OR-1503, COAXIAL CABLE CONNECTIONS,ANSI
T1.311, T
HEAD FAST FOR 200 YARDS TO SITE AT THE END OF THE ROAD. R M- SYSTEMS-TELECOM,ENL4 0 M
JT)
I. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE STMT OF CONSTRUCTION N ORDER TO VERIFY THE EXACT LOCATION OF ALL m PTE OESCM;;N
1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SCULL APPLY: EXISTING UNDERGROUND UTILITIES.
A 6/18/12 PREIIMNARY
2. THE INSUCCATION OF NEW UTILITIES SMALL BE COORDINATED WITH LOCAL AUTHORITIES.
0 8 20 12 FOR PERMS
OWNER - T-MOBILE USA 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
ENGINEER - CALTROP CORPORATION REWIRED FOR THE PROPER EXECUTION OF THE WORK,SUCH UTILITIES SHALL BE RELOCATED AS IN
BY THE CONSTRUCTION MANAGER EXTREME CAU71ON
CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) SWILL BE USED WHEN EXCAVATING OR DRILLING PIERS MOUND OR NEAR UTILITIES.
4. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. PRIOR TO SUBMITTING HIS BID,THE CONTRACTOR SHALL VISIT THE JOB$RE IN ORDER TO (1)VERIFY ALL B. ALL EXISTING INACTIVE SEWER WATER GAS. ELECIRIC AND OTHER UTILITIES THAT
INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR
EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ME AS SHOWN ON THE PIANS AND (3) CAPPED,PLUGGED
O��OTHERWISE AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE
CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN.ANY DISCREPANCIES SIWl BE BROUGHT
TO THE ATTENTION OF THE CONSTRUCTION MANAGER. S. DISTURBANCE TO THE EXISTING SITE WRING CONSTRUCTION SHALL BE MINIMIZED. PROM NO.:
120-6Q.02
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. DPATN ThiCfECXEO BY:
7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A L NEW" M.ABET
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING MEA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM
ANY EQUIPMENT SHELTER AND TOWER MEAS AND THE SOIL SHALL BE
IN ADVANCE OF THE CONSTRUCTION START DATE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SMALL BE IN CONFORMANCE WITH THE LOCAL
GUIDELINES TMs OPAMING Is COPYRIGH1ID AND Is
FOR EROSION AND SEDIMENT CONTROL THE SIZE PRGPOWY eF THE OWNM R
5. LABOR, MATERIAL.TOOLS, EQUIPMENT,TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR IS PRODUCED S Y FOR USE W THE
AND INCIDENTAL TO COMPLETION OF ALL WORK SMALL BE PROVIDED AS INDICATED ON THE DRAWINGS B. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TD A UNIFORM GRACE PRIOR TO FINISHED SURFACE
APPUCATOK OWNER AND RS AITI141E.
RFPROD=ION OR USE OF THIS DPAWMC
AND/OR AS SPECIFIED HERON. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE ANG OR THE OkDRMMDN CONTAINED N
SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, B. BACKFILL
Shall CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER.NO UNAPPROVED MATERIAL WILL BE AUDM.CLEAN SAND FILL SHALL BE 9 FOALEN 11tYM T THE ANRTDI
WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FREE OF ALL ROOTS,BOULDERS,OR OTHER DELETERIOUS MATERIAL PERMISSION DF RUE ONNTR.
8, FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION
THAN ORIGINAL
DOCUMENTS,THE CONTRACTOR SHAH NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTENAUTHTHORIZATITI ON FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHALL BE
PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS.
7. THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT •
UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS.EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 12
ASREQUIRED BY ACTUAL FIELD CONDITIONS.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE Telecom
ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMSC'STEEL CONSTRUCTION MANUAL'. T'0°uNayc wAE
S. THE CONTRACTOR SHWl OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF 2 MATERIAL'
]Lon
INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING A ALL STRUCTURAL STEEL WF BEAMS SHALL.BE ASTM A992 AND'HOT DIPPED'GALVANIZED N ACCORDANCE
WITH ASTM AI23 AND ASTM A153 STANDARDS. _Trar wmonDAnw a2V♦
JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TOFINAL ACCEPTANCE OF THE B. ALL STRUCTURAL FATES,ANGLES.AND CHANNELS SHALL BE ASTM A30 AND'HOT DIPPED'GALVANIZED
IN ACCORDANCE WITH ASTM A123 AND ASTM A153
WORK. STANDARDS UNLESS NOTED OTHERWISE
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. SC. ALL TS TANDARDS MEMBERS SHALL BE ASTM A50G GRAPE B(FY-46k.1).AND'HOT DIPPED'GALVANIZED
IN ACCORDANCE WITH ASTM A123 AND ASTM A153
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING. PAYING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B(FY-42ke1),AND'HOT
DIPPED'GALVANIZED IN ACCORDANCE WTM ASTM AI23 AND ASTM �l
CURBS, GALVANIZED SURFACES, ETC,AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS,UNIL SS NOTED OTHERWISE T • •Mobile•
SAME RESULTING FROM THE CONSTRUCTION WORK, ALL DISTURBED AND DAMAGED MEAS SKILL BE E ALL NON-STRUCTURAL PIPE MEMBERS SMALL BE ASTM A53 GRADE S.AND'HOT DIPPED'GALVANIZED IN
ACCORDANCE WITH ASTM A123 AND ASTM Al_M
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS.
sticktogether'
OF THE CONSTRUCTION MANAGER, 2, DESIGN.FABRICATION,AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO NSC STEEL CONSTRUCTION MANUAL
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE wirE Roo"""""
GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING: suN•Sc M 2]723
DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLFAN A ALL WELDS,WELDERS,AND WELD INSPECTIONS SMALL CONFORM TO THE REQUIREMENTS OF AWS D
I.I.LATEST REVISION.
CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. B. ALL WELDS SMALL E MADE WITH GALVANIZED
LOW HYDROGEN ELECTRODES,
C. ALL STEEL Sall BE SPRAY GALVANIZED AFTER HYDROGEN
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4 ALL BOLTS SMALL BE GALVANIZED ' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED
TO A'SNUG TIGHT'CONDITION AS DEFINED BY NSC.
MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE R IS SPECIFICALLY INDICATED OTHERWISE IN THE ECSECURE NUT WITH LOCKING WASHER.
A' pII*
CONTRACT DOCUMENTS OR WHERE LOCAL.CODES OR REOUTATIONS TAKE PRECEDENCE ♦♦♦�,(G�. AA�,
13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 3. ANCHOR BOLTS SHALL CONFORM TO ASTM F7554 GRADE J8,UNLESS NOTED OTHERWISE
♦♦♦♦�v�C e N 8•'•�,��i
CODES. REGULATIONS AND ORDINANCES,THE CONTRACTOR Sall GIVE ALL NOTICES AND COMPLY WITH ALL V,' A
LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING 6. THE CONRUCIYM/STFF1 FABRICATOR SMALL LOCATE MY REINFORCEMENT N THE STRUCTURAL MEMBERS
IN SUCH A MANNER SO THAT THERE WILL NOT BE NG•B
JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS.THE ANCHORS SHALL BE INSTALLED
PER THE MANUFACTURER'S INSTRUCTION.
INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL
AS LOCAL AND STATE CODES,ORDINANCES AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR/STEEL. FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REOUIREMENTS IN ACCORDANCE WITH
THE AISC MANUAL OF STEEL ,
TATE OF .:Au
kI
14. THE CONTRACTOR Sall SUPERVISE AND DIRECT THE WORK AT ALL TAPES, USING THE BEST 57(X.15 AND CONSTRUCTION. ;
ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR AL OF THE CONSTRUCTION MEANS, METHODS, 8. ALL STRUCTURAL STEEL SHALT.BE FABRICATED TO FR AT BOLTED CONNECTIONS WITHIN 1/16 INCH
TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUT
TECHNIQUES, SEWFNCES AND PROCEDURES AND FOR COORDINATING L PORTIONS OF THE WORK, UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. �i <0 Rio
INCLUDING CONTACT AND CAUDWRIZED REPRESENTATIVE WRDNATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S 9. THE CONRMCTDR/STEEL FABRICATOR SHAM CP OR SEAL ALL PIPES AS REOUIRED
TO PREVENT WATER INTRUSION, ,,,SIAL SNA L••� G♦♦
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO
ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD PTE OF SIGNATURE-. 11/27/15
COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TESTS, LIEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCES ME USED,THE SHOP DRAWINGS
SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
CLOSEOUT DOCUMENTATION AS REWIRED BY THE OWNER ALL SYSTEMS SHALT.BE COMPLETELY ASSEMBLED, SPLICES.
TESTED,ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 11 AT THE CONTRACTORS OPTION,SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GIFFORD
WATER TOWER
12 SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS
OF CUTS,CONNECTIONS,CAMBER, HOLE,AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A21 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2P0003A
AND TYPE OF WELD.PROVIDE SETTING DRAWINGS,TEMPLATES,AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED
AS WORK OF OTHERS'SECTIONS.
48.0 2BIh COURT
VERO BF/.CII,R 32097
SFEEf 11AME
NOTES
SHEET"am
GENERAL NOTES 1 STRUCTURAL STEEL NOTES 13 T2
C1�
L�
REV DATE DESCR=
A 6/18/12 PRELNINV1r
0 6/20/12 FORSED
1 4/11/1 REVSED
E 0/20/13 REVISED
EXISTING UTILITY POLE WOODED
AREA
PROJECT NO.: 120-147.02
DRAWN BIS 1 2?L:D BM
x e rE1WMFN u.ABBEr
XTMS OX PROPERTY
RO B TX1PO50ME0 AND n
EXISTING TELCO PEDESTAL COSTING B'NIGH THE RODE ED SOEL OF TIE OWNE1U B
CHAIN-UNK FENCE B PRODUCED
USE BY THE
% ORNER AND ITS
AFFIW7ES
REPRODUCTION OR USE OF THIS ONBNO
EXISTING METROPCS EQUIPMENT 1 \
AND/OR THE EN WITHOUT
CTHEONTNRm N
CABINET ON CONCRETE PAD I GRASSED RIs SRBu55ION OF
THE�0.WRITTEN
MP.OF 2) AREA X
x EXISTNG VERIZON WIRELESS
EXISTING NDI EL 30'R 30' LP GENERATOR
COMPOUND AREA
BOUNDARY OF \ , •
D(ISTNG 20'WIDE I EXISTING PROPERTY ~ • Telecom
LATE � t
% Jbo�W IR9�ORM
NIPNI.W.R J]OS)
/ EXISTING T-MOBILE CSM cERRrNArz o.A911p9RAld 2221.
\ EQUIPMENT CABINET
\ EUIPME L
T-MOBILE FCOA
EQUIPMENT CABINET
T • -Mobiles
x t 1 stkk together'
EXISTING T-MOBILE 1J0°CONWRO'p1""�
1 DIESEL GENERATOR ti ina
x
EXISTING T-MOBILE
COAX BRIDGE
x
EXISTING
WATER TANK* 1 EXISTING V�ER�IZON WIRELESS ♦♦♦�,p,Qi�'.A••••py�����
X LP TANK(TYP.OF 2) �♦♦`C;•VLG E N slc C
. V: iA
EXISTING VERIZON WIRELESS No.68 fn
EQUIPMENT CABINET ON
CONCRETE PAD Q.
O1:•• 9 AT
x 1
GR I C U,14%
GRASSED
AREA
% DATE of swNATvrE: 11/27/13
x 1
I GIFFORD
I W
`` WATER TOWER
I
I x \1 x A2P0003A
1 400 25RA COOff
4410 RF.WOL FL 32957
x
K sNm NWE
COMPOUND
PLAN
S EET NUMBER
C1
COMPOUND PLAN ®
N
REV DATE DESCRIPTION
A e/1e/Ix PRFIIMERW
o IIR IN:RMR e/zD tz E
I 9/4/12 REVISED
2 1/12/13 REVISED
3 9/20/13 REVISED
s 11/25/1 MMSED
EXISTING T-MOBILE ATS
EXISTING T-MOBILE ATS
EXISTING T-MOBILE
EXISTING T-MOBtIE PPC PROJECT NO.: izo-esT.m
PPC
EXISTING T-MOBILE DRAm IM CHECKED Sr:
EXISTING T-MOBILE DISCONNECT E NEwNAN M.ASSET
DISCONNECT EXISTING T-MOBILE UTILITY
EXISTING T-MOBILE UTILITY H-FRAME THS DRAWING IS COPfRI17I11®AM IS
H-FRAME EXISTING T-MOBILE TIE STILE PROPERn a THE DWNE1L IF
EXISTING T-MOBILE METER
R PROOUCm SOLELY NR USE BY WE
OWNER AND 115 MR USE METER EXISTING T-MOBILE FIBER BS G T-MOBILE FIBER µp DROV TREK No ND
NS)IN
CABINET
INET R fs FOReODEN WITHOUT THE WRITTEN
• "v_. -—- ` - • • ___ \ PERMISSION Of THE OWNER.
EXISTING T-MOBILE GSM EQUIPMENT •I ~EO PMENT CABINET GSM
\ CABINET
\ EXISTING T-MOBILE PLINTH \\
\ EQUIPMENT
MG T-MOBILE FCOA
EXISTING T-MOBILE \ _ EOUPMENf CABIN •
EXISTING T-MOBILE \\ EXISTING T-MOBILE FCOA CONCRETE PAD \ \ Telecom
CONCRETE PAD \ EQUIPMENT CABINET \\ r nl \
\ EXISTING T-MOBILE EQUIPMENT �• EXISTING T-MOBILE CONCRETE PM 3K0 RAREwE pwrc
1 wnE1.
L
CONCRETE PAD �O._ uRAIMR,E =27
\ aaRErAIE OF WRNORRATON 29214
PROPOSED T-MOBR.E —
���____SBE SUPPORT
� +� T • •Mobile
stick tagethw'
_— - G SMItBE,R]3323
PROPOSED T-MO"LLE
r t o e i-BOX W/o P
JO,F� A.
0.6 N
EXISTING T-MOBILE *' ;*-
PUNTH — V ;(r
ATE
P.•\rte
0 R I
EXISTING T-MOBILE ����A�ONAI.•�a��A.
EXISTING T-MOBILE COAX BRIDGE �� � 11 17
COAX BRIDGE 11/27/13
GIFFORD
WATER TOWER
EXISTING T-MOBILE A21`0003A
GENERATOR AM—co R
am, T00 BECK FL 3"IT7
EXISTING T-MOBILE SN NrA2
GENERATOR THIS DRAWING IS INTENDED TO DEPICT THE GENERAL
LOCATION OF THE EXISTING AND PROPOSED EQUIPMENT
ON THE EX1911NO PLATFORM. CONSTRUCTION SHALL EQUIPMENT
NOT PROCEED U14TL A STRUCTURAL ANALYSIS REPORT
HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER PLANS
REGISTERED IN THIS STATE, CONCLUDING THAT THE
EXISTING PLATFORM IS STRUCTURALLY ADEQUATE TO SHEET NUMBER
RESIST THE EXISTING AND PROPOSED LOADS.
EXISTING EQUIPMENT PLAN �•* r,i� 1 PROPOSED EQUIPMENT PLAN ® 2 C2
Un
W
J` J` REV 611E V2�5.47.0.2
IION
Atft,
I---�E7GST1NO T-MOBILE ANTENNA 0
TO BE RECONFIGURED(M.OF 2) 1 t
2
J
OUTLINE OF EXISTING
WATER TANK ABOVE
_4' y f/
1
PROJ .02EXISTING RAILING ABOVE St.EXISTING TOWER e NEWIMNY
LEG
TNS,MAMNG IS COPYRMKM ANO a
/ 1KE SOLE PROPERTY OF THE OMM R
B
V` ES� s TE
RPRg.,,E OaAFR"
0 �
a TNS oMWM
C
ANO4M T E WFORN�TION AINEO N
vEOR�NSSS—OF,T1t OTMMEar
rt a
-- —11 OUTLINE OF EXISTING '"' L�
., CATWALK ABOVE
EXISTING ANTENNA LAYOUT (SECTOR A) 2
OUTLINE OF FAGOTING Telecom
WATER TANK ABOVE
awo wclioc oBrc
NUDE SNN
MPau•0.R.1]07)
OUTLINE OF EXISTING
EXISTING TOWER Ea^^rwrz as umc�,mox ssz+•
rj LEG CATWALK ABOVE
0
r ---}— EXISTING RAILING ABOVE
i I - T • •Mobile,
EL _ _ .--r _ Stick taQCtne►•
120' EXISTING T—MOBILE ANTETM +wo o,ERweE
TO RE RECONFIGURM surwsa"1EE,ti iuxa
__ m (TTP.OF 2)
N
ry
EXISTING ANTENNA LAYOUT (SECTOR B) ® 3 NO.B 3 :N
:+t=
OUTLINE OF EXISTING
WATER TANK ABOVE OF
171N A RLOP••V,�N
RF SNIN.t1,RE: „/22/iJ
EXISTING RAILING ABOVE — _ GIFFO RD
WATER TOWER
OUTLINE OF EXISTING
CATWALK ABOVE — A2P0003A
- - ----- - EXISTING TOWER
OUTLINE OF EXISTING LEG ♦Boo 2M6 OotNtf
WATER TANK ABOVE VERO gACH n=87
-� SHEET MNUE
EXISTING ANTENNA
t v
EXISTING T_MOBLE AMENIA ® LAYOUT PLANS
TO BE RECOWIOURM
(M.OF z)
EXISTING ANTENNA LAYOUT ® 1 EXISTING ANTENNA LAYOUT (SECTOR C) q C3
46
TIEV DATE I IXESMPHON
e e/te+z PREUNINM
L— RECONROURED T-MOBILE LTE o 6/x +2 MR PERHR
\� F—
ANTENNA t 4/12/13 REVISED
L z 0/20/12— REVISED
� 2 7 xs/+ aeTSEn
[�.
_ OUTLINE OF EXISTING
PROPOSED TLMOR __ ____�L _a WILIER TANK ABOVE
� ®
PROP08ED T-MOBILE _ PROPOSED T-MOBILE ej
eJ-Bo%W/CVP UMTS ANTENNA PRoiEar Na:
DRAMN BY: (:NECKED IW,
I— /— EXISTING RAILING ABOVE E NEYMw Y.ADBEY
EXISTING TOWER _ / MsOle1MM Is 00'.ANO Is
LEG ISs n Z sO�%w`UulAEE`9rmTHe
OUTLINE OF EXISTING OWNER AND nS
EXISTING _ CATWALK ABOVE < REpRpMR pN"M CONTAINED pi
T-MOBILE REOONFIOURED T-MOBILE GSM/UMTS rt Es roReend wmta+r THE rmmEx
ANTENNA MOUNT ANTENNA PCRYEANIN CF TIE owm
PROPOSED T-MOBLE
— PROPOSED ANTENNA LAYOUT (SECTOR A) ®_ 2
OUTLINE OF EXISTING Telecom
WATER TANK ABOVE loo—.E eons
1 PROPOSED T-MOBILE 2 iw2>
®3 J-BOX W/CVP C_o'AueonOAnoN na,.
_ EMNG TOWER j- OUTLINE OF EXISTING
LEG CATWALK ABOVE
Mgt
- O 7 PROPOSED T-AIORRUBLE -_ _- UE RRV
®5 UMTS/83M RRII- - EXISTING RAILING ABOVE T - -Mobfle-
- — - -- - stick together'
tem<ePCeee$ E
- - ----—
720'1 - —_--- RECONFIGURED T—MOBILE LTE summa n»av
ANTENNA
_ RECOMMOURED T—MOBILE —— m
OSM/UMT8 ANTENNA e„ ANTENNA MOUNT
ISTING LE ,
SED
-- _ - Ir----- PROPOTANS
DUW SIA ........ ps
.,.
Fes•
'- PROPOSED ANTENNA LAYOUT (SECTOR B) ® 3 �; NO.RECONFIGUut
W
_ ED a e F .W
OUTLINE
K KXIABOVEG mo 1- AMFlBILE RGSSM/ULRS ((S.�' C R I O V.
w N 2
PROPOSED I / _- ,A�� SNA 1.••�a',`
ANTENNA PROPOSED T-MOBLE RRU
UMTS/CSe Mre a 9ICNArURE tt/xT/7UMTS/CSM
EXISTING RAILING ABOVE _-;2 r -- EXISTING T-MOBILE GIFFORD
--_ ANTENNA MOUNT WATER TOWER
OUTICATWALK MABOVE
A2P0003A
EXISTING TOWER
OUTLINE OF EXISTING LEG .eeo Tete COURT
WATER TANK ABOVE VERO RFACK M1 02907
/ SHEET NAA+E
®PROPOSED T-MOBLE PROPOSED T-MOBILE
T LTE TRU J-8ox W/�'e ? ePROPOSED ANTENNA
RECONFlOURED T-MOBILE LIE
S( LAYOUT PLANS
ANTENNA SHEET NUMBER
PROPOSED ANTENNA LAYOUT ® 1 PROPOSED ANTENNA LAYOUT (SECTOR C) ® q C3.1
C11
C!L
REV I ME I OESCFWRON
a a/'./12 PREUMVRT
0 6/20/12 FOR PONT
1 9/4/12 REASED
2 4/12/13 REVEM
0 9/20/13 REVOM
11/25/1 REVISED
PROIC.T NO.: 120-50.02
DRAWN Dr. ONEOXED ft
TOP OF WATER TOWER E.Ne~ M.a99Elf
EL 180'3
TN6 DRAMNO 9 COPrIacN Aro b
THE SOIL PROPEAIT OF THE OWNER,R
6 PR000G1'➢SOLELY FOR USE BY 111E
EXISTING EMPTY PIPE MOUNT(IYP.) REPROWOWHM DµOR UBE OF 749�AWMO
ND OR 11E NFOR/MTION COMAWEU
EXISTING VERRON WIRELESS ANTENNA(TYP.) IN
O FORamEEN W,IIfgR 111E WROIEN
PERMOSM OF T,E—M
EXISTING VERI20N WIRELESS ANTENNAS
EL 130'3
Tw MAv
A FUD OFMER OF F70SRND AND PROPOSED T-MOBLE ANTFIJMA4 }
°-120* S Telecom
EXISTING METROPCS ANTENNAS
EL 110'3 Rww.w,rt]]Px7
rn,nr,crz w wnNununox:ora
EXISTING NEXTEL ANTENNAS
FL 100'3
T • •Mobile:
stidttogethei
,Too�«co.P,D,RKE
suxRa�ri�izna
EXISTING 160'3
WATER TOWER
A p -00,
,
No.6 1 N
'p A OF
P.
R 1
OAIE OF 9CNANRE 1,/27/,]
GaAOE� GIFFORD
ti * ,
WATER TOWER
�'� 0S. :.
A2P0003A
4M 28W COURT
VERO B ".R 320"
WEU N
TOWER
ELEVATION
SNETTT NUNER
TOWER ELEVATION t C3.2
O�
REV OM DFSCFOP W
jY~ A e to Ix PRpMINWY
( O 0/20/Y2 i0R PERMIT
1 -9 4112 RINSED
PROPOSED T-MOBILE PROppgm AN7ElNA 2 4/12/13 REVISED
SITE SUPPORT CABINET
TILT OSED A 9/20/13 REN4D
(*FORM)EDOIPRINT PRONDED W/AMFNNA 4 11/23/13 RenSE'D
. PROPOSED PIMOUNTING BRACKETS
PE
PROPOSED T-MOBILE PROVIDED W/ANTENNA
SITE SUPPORT CABINET
1MEDR1� 61 ➢•_••'••v•_• _"-•••` I RROIFST IID.: 1.0-..2
DRAWN In. OMD*eT:
1'-10' i E NEWIIAN u.AEreFT
OTOED
EXISTING TRIPLE BASE THE RSOLE PROPERTY VPXMW CDPYPoOPORN¢oR,R
PLINTH m T-SLE�� B PRODUCED SOLELY FOR USE 61 LI E
I MR
AND ITS MFR.MIES
RDII
REPRODUCOR USE-MS DRAWRID
AND aR TINE RJFaRIMTION CONfMNFD IN
R�TDNBDDFN WfM011f TINE EIRRiQ!
PFItM5510N Oi T1�ONNFR
I PROPOSED UNiSTRUT 2'-3' 1 EXISTING ANTENNA
� + MV.OFA
MOUNTING PIPE
1 11 I (SEE tNam
EXISTING
1 . y
�25 SMT )
"__�--__.—_—_— '—
TRIPLE BASE �_ IiI cEmRreaunuOLuPsI.HoATA6rt.v5nne1sloPz[RS5I w
Soeomnn/acE
HOLES
1 onnm PLINTH 310
NOTES, PROPOSED .
ANTENNA
1. ATTACH UNISTRUT TO PLINTH W/74'0 A325 BOLTS. i BRA DED
2. ATTACH EOUIPMENI CABINET TO UNISTRUT AND
NA
PUNTH WITH Ya'e A325 BOLTS.PROVIDE SPACERS
AS REOUIRED.
• •Mobiles
^-�I stlde together'
L\ 1]W-0R1E1PI�
3lRIPISE n J.V3J
SSC CONNECTION DETAIL NTS1 1 SSC MOUNTING FOOTPRINT Nrs 2 ANTENNA MOUNTING DETAIL NMI 3
-------------
! 0..•• hi
ENS'• i
C� V
UNISTRUT CHANNEL ���� •/ NO.6 N
NUT(IYP.OF 4)
•• ATE F •=/V
(NOT USED) 16 DATE a SIONATURD 11/21/15
_ PROPOSED UNISTRTT P10o0
PROPOSED JUNCTION !r )(SEE NOTE ��P\� GIFFORD
BOX W/OAP �-•� Q
WATER TOWER
A2P0003A
CDouar
S. VERT)BEACH.H.FI,32ee7
LD
1. UNIT SHALT.BE MOUNTED AS PER SHEET NUIE
MANUFACTURER'S SPECIFICATIONS. Q
2. ATTACH UNISTRUT TO CABINET 1 DETAILS
W/766.0 A325 BOLTS
0 SHEET NUNBER
J—BOX W/ OVP MOUNTING DETAIL Nrs 4 (NOT USED) 5 (NOT USED) C4
v
REV CATE 06CRPI
d14 FOR P
1E/ PRMY
0
Z
PROPOSED UTITSTRUT _1 0/4/12 REVISED
PIPE CLAMP PARTE P1431 z 4/12/13 REV aW
OR APPROVED EOUAL(TVP.) 3 Y13 REVLOED
4
11/23/1 REASED
EXISTING MOUNTING PIPE
PROPOSED POLE
PROPOSED UNISTRUf
MOUNRNO ICT PRQIQ,T NO, 1za-0s7m
P10DO(TYP.) DRAWN tm ellmRm er:
e NEIMAYI N.Aazn
PROPOSED WH MdL
PROPOSED X'/A325 PLNTFI �1s Capm���R
BOLT AND NUT(rnJ a PRooucm so(eT.r FOR USE W THE
OWNER MD OS FFFL .
arNoournw OR USE of THS oNAwrtro
'
AND
wrtHgTT CONTNNED W
/
THEM
PEm.RSSION OF THE OMNER.
EXISTING MOUNRNG
PIPE
PROPOSED LTE RRU
Telecom
atm 1N X DII12
1 PROPOSED T—MOBRE RRU taMw R:swn
.�' ammarz a wnroawty>]Y2t.
NOIE: NII1E::
UNIT SHALL BE MOUNTED AS PER UNC SHALL BE MOUNTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
MANUFACTURER'S SPECIFICATIONS.
T • •Mobile-
LTE RRU MOUNTING DETAIL NTS 1 GSM/UMTS RRU MOUNTING DETAIL NTS 2 stidct
opather'
r tam mumx4�E
t m SUNVN%Fi aqua
PROPOSED UMSTRIIT
PIPE CLAMP PART/P1431 �1 A,
OR APPROVED WJAL
)
E)(ISTING OR
PROPOSED PIPE 7 V NO.6
*: ,*
PROPOSED UNTSIRUf _
PI ODD(TYP.) �•
PROPOS8 ATE OF
BOLT AND NUr
`Q
ED C".)) !_AQ�` ,I�S' 7 R 1 O
Uf
9H;NANRa 11/27/13
GIFFORD
WATER TOWER
A2P0003A
.RaO 20N COUR
VERO EFAOH.rL=67
SNEET ME
PROPOO Box W/OOP N DETAILS
� 2
UNIT SHALL BE MOUNTED AS PER }
MANUFACNRER'S SPECIFICATIONS. 40 6NEEf NUI.IBER
J-80X W OVP MOUNTING DETAIL urs 3 (NOT USED) 14 C5
OC
RN I MTC 1 06a6F1107
A !/18/12 PREDMNMY
0 6/20/1R-FORMW
A-GENERAL BIZ, pPENTRA ION SHALL SEAL AROUND OR VERMIN INFESTA710N.
ALL CONDUITPENERATIONS THROUGH WALLS,FLOORS AND ROOFS TD PREVENTMOISTURE
Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NMTIONA.ELECTRICAL CODE(EDITION ADOPTED BY LOCAL JURISDICNON)AND
APPLICABLE LOCAL CODES. B3. C ON PD CT RS RUNNING ALONG HORIZONTAL SURFACES(ROOF TOP OR SUB)SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON
A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE
84. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET N LENGTH SHAT BE SUPPORTED PER N.E.C.ARTICLE 300 USING KELLEMS
AS ALL ELECTRKUL EQUIPMENT AND ACCESSORIES SMALL BE U.L APPROVED OR LISTED. (RIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM.
A4. AL POWER WIRING SHAT BE STRANDED COPPER.TYPE TIHN/THHN AND 80 DEGREES C RATED. 85. 7WHEREEOP SEPARATE
NUTNG�OTHIIFI�SERVICESDROP IS A D�TWNN ACTOR SOr EACHAL TME EAS��RICH.DISCONNECT OR GROUPING
Al. AL POWER WIRING SHALL BE INSTALLED N GALVANIZED PoOID STEEL COMMIT,PVC,OR FLEXIBLE LIQUDTNW CONDUIT,AS PRGIECI Na: IED-u7.02
INDICATED. 88. WA) CONTRACTOR HERE CAL POWER
HAL PERFORM LOAD TESTING M DETERMINE MAXIMUN FEEDER DEMAND PER NLL C.ARTICLES144
APPLY: DRAWN BY; CHECKED Uri
A8. CONTRACTOR SHAT OBTAIN ALL PERMITS,PAY PERMIT FEB.AND SCHEDULE INSPECTIONS. 220-87.
B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.EC.ARTICLE E NEIYWN M.ABM
220-07.
S.7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS.SERVICE
C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT, 1M UE M 15 COPYWHVED AND I
CONTRACTOR
AND NEMER THTC SOIL PRDPERR OF THE GAINER.R
AS. CONTRACTOR SMALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE D) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE
DEVICE LOCATED IN EILISTINO PANEL. 6 PIOa1T2D SOLELY FOR USE BY WE
ROUTING WITH TELEPHONE COMPANY. E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE.A BRANCH OWNER AND M AFFIRM.
CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USINO AN INSTALLED 2-POLE FUSED DISCONNECT REPROM CIION OR USE Or lxls ORA6'RHO
AB. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING,AND ALL"EMS INCIDENTAL TO COMPLETING AND PRESENTING AND LIFTER BASE PER N.E.C.ARTICLE 240-21 WITH TEN FOOT(10)MAXIMUM
TM CONDUCTORS.FUSED
DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS POSTING SOURCE OF SUPPLY IT pel"AMSIO �WE 1HH x*�
THIS
PROJECT AS FULLY OPERATIONAL - X'ealssox Or THE LMNEL
ATG,WHERE LONG POWER CABLE RUNS PREVA.CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT C-IDENTIFICATION
ACCORDINGLY. Cl. LOCATE NAMEPLATE.MARKING.OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS.
A11.ATTIRE 72 .FA IS REQUIRED FOR ELECTRICAL SERVICE,TRANSFORMER SET`ONDAO SHALL BE GROUNDED PER N.E.C..
ARTICLE 250-2850-20. CZ. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH
AND ALL OTHER ELECTRICAL CABINETS.ETC. • ' R
Al2.ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REWIRE WATER TIGNT C3. DURING TRENCH BACK-FILLNG FOR EACH UNDERGROUND ELECTRICAL,TELEPHONE.SIGNAL
AND COMMUNICATIONS UNE.PROVIDE A
CONDUIT HUBS.
CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BMW FINISHED GRADE. Telecom
B-POWER CABLE AND SERVICE
HW LX1t6WE DRF£
81. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BIS AND VERIFY EXACT CONCUR ROUTING.RACEWAY SYSTEM MATERIALS HReurM riP'aon
AND DEVICES FURNISHED SMALL.BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI,NEMA AND VL RACEWAY SYSTEM a6rrurz NanANATNN HITT•
COMPONENTS SHAT BE INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.E.C.
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Al. INSTALLATION OF GROUNDING EL07TRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH 81, SURFACES: ALL CONNECTIONS SHALL BE MME TO BARE META.
ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE
ALL BURRING CODES OF AUTHORITIES HAVING JURRDICION. PROPER CONTACT.AL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING.DRILUNO.OR ANY OTHER AMM�,
p` P�
OPERATION SHALL BE RE-GALVANIZED N ACCORDANCE WITH ASTM A780 USING'ZINC RICH'COATING AS MANUFACTURED BY ZRC ��,�Qr�:••G
A2. GROUNDING CONDUCTORS SHALL BE t2 AWO TINED SOLD BARE COPPER BELOW AND ABOVE ERNE•UNLESS OTHERWISE NOTED CHEOCAL PRODUCTS COMPANY(LOCATED N OUNCY,MASSACHUSETTS),OR ACCEPTABLE
EQUAL NO WASHERS ARE ALLOWED 8E1lYEII1 ��AC;•
AND SMALL BE ROUTED N A DOWNWARD PATH TOWARDS GROUND BARS ITEMS BEING GROUNDED.AL CONNECTIONS ARE TO HAVE A NON-OXIORNO AGENT
(•COPi'ER SHIELD")APPLIED PRIOR 7D INSTALLATION.
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A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. B2. GROUND BAR: ALL COPPER GROUND BARS SMALL BE CLEANED,POLISHED AND
A NON-OXIOMNG AGENT CCOPPEJR SHIELD")APPLIED NO.
A4. ALL 8FLOW GRADE CONNECTIONS SHAT BE CADWELD TYPE CONNECTIONS AND AL CONNECTIONS TO EQUIPMENT AND GROUND NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED.
BMS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED.
A5. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS,ANTENNA FRAMES,AND ANY SUPPORT FRAMES OR RACKS C-LAND BUILDS AND CO-LOCATES ;!LF
STA OF kI
USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS. Cl. WAVECUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO
•
DIAODNAJ.Y OPPOSED SUPPORT POSTS.
S.8. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS,STAINLESS STEEL �0• i5� D p`'�=
ARDWARE
LL BE USED THROUGHOUT.
A7. GROUNDINGSCONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SMALL BE ENCASED N PVC CONDUIT.NO C2. QRIX1N0 LIARS SMALL BONDED TO GROUND PoNO WITH SINGLE GROUNDING
CONDUCTOR. AAAAS�ONS.L••�,G,,
METALLIC CONDUIT SHAD.BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED C3• BONGS TO ANTENNA MASTS.FENCE POSTS,WAVEOUDE BRIDGE TOWER STEL(UNLESS
PROHWEQ BY TOWER MANUFACTURER)AND
ON DPAWINGS,CONTRACTOR SHALL SEAL AROUND AL CONDUIT PENETMTIONS TO PREVENT MOISTURE PENETRATION AND VERMIN THOSE BELOW GRACE SHALL BE EXOTHERMIC TYPE(CAFWELD).AL MER BONDS SHALL
BE BRONZE 2-HOLE COMPRESSION FITTINGS M7E�M4Y4ARaD 11/27/13
INFESTATION.
UNLESS OTHERWISE NOTED.
AS. BONDING OF GROUNDED CONDUCTOR(NEUTRAL)AND GROUNDING CONDUCTOR SMALL BE AT SERVICE DISCCNNECTING MEWS GIFFORD
BONDING JUMPER SHALL BE INSTALLED PER N.E.C.ARTICLE 250-20. T-MOBLE GROUNDING REQUIREMENTS WATER TOWER
AM. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE T7. COAT CABLE OUTER CONDUCTORS(SHIELDS)SWM.L DE GROUNDED USING COAX ORMOND KITS
AT A MINIMUM OF lVlO PORNIS,
A1C.DOUBLING OR STACKING OF MY GROUNDING CONNECTIONS IS NOT ACCEPTABLE. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR THE COAXAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN
OROUNOINO KITS. A2P0003A
T2. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO M INSULATED COAX GROUND BAR WHICH HeeO 2eA cam
SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDI BELOW THE CABLE ENDYY PORTS. VFRO BEACH,FL 32007
T3. WHEN COAX CABLES ENTER A BULGING FROM A TOWER,THE COOL GROUND BAR AT THE BUILCNO SHALL BE CONNECTED TO THE
EXTERNAL GROUND RING U51MG/2 AWG BARE TINNED SOLA COPPER ISOLATED IN TAC CONDUIT. SHM NrME
ELECTRICAL AND
GROUNDING
NOTES
SHEET NLAABEN
GROUNDING NOTES2 E1
REV I DIVE DESCRRIpN
10/18 12 PREUMINMY
0 0/20/12 rOR MIAT
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FOR POWER
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EXISTING T-MOBILE
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THB DPAMNO 19 COPTRIGNITO M9 IS
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VO4 OR THE NFDRWTNN COMNNED N
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ALARIA NO(BEE NOTE • ��� (G.�;.A•:
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GIFFORD
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VERU BEAM.R 32987
NOTES. SHEET HAEE
1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR
SHAD.DETERMINE SUITABLE ROUTING IN THE FIELD. CONDUIT
ROUTING
2. PROPOSED CONDUIT SHALL BE GALVANrzED RIGID STEEL OR PVC
MMT FROM PORTION ENTERING EQUIPMENT CABINET.WHICH SWILL PLAN
BE FLE)aBLE IJOUID TIGHT CONDUIT.
SHEET NUNETA
CONDUIT ROUTING PLAN E2
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REV DATE DFSCMMON
A 9 19 12 PREUUN
D 9/20/12 FOR PERMR
1 9 4 12 RENSEO
2 4 7 13 REVISED
3 1 13 REVISED
FROM UTILITY M
PRIMARY&
EXISTING T-MOBILE 200A METER G I SECONDARY MAIN
tBREAKERW/WALKING PROJECT NO.: 120-9N.02
EXISTING T-MOBILE 200A DISCONNECT BEAM RTERLOCK
DMWN W. CIEOXm Bh
G NEWMNI Y.A9BEY
TP-7l1A 2P-30A
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CABINET SUPPRESSOR IS SOLE
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• EXISTING CABINET TO BE REMOVED.CONTRACTOR TO VERIFY
CABINET CORRESPONDING BREWER. BREAKER TO REMAIN AS LOAD CE TER WITH
24 0V 1I <mnOaTE a Wmwmuxm•xx:,.
SPARE. LOAD CENTER WRH 24
BREAKER POSITIONS•+ FCOA CABINET TO BE DISCONNECTED FROM AC PANEL
BREAKER TO REMAIN AS SPARE. POWER
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DESCRIPTION A B POLE WIRE ONO CONT CONT GND WRE POLE A B DESORPTION ` .•
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11 ePACE - ZOQ - '•SPARE t2 i �` P••`_,
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17 SPACE SPACE Ilf SPACE 20
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23 OR - D.18 2011 - SPACE 24 GIFFORD
SLS TOTAL KVACD 0 0 0 0 SUB roTaL KVA O
SES TOTAL KVA NO11,C01,111 208 3.14 B.6 B.8 SUB roTALKVa NDN-C WATER TOWER
TOTALKVA 25.3 105.4 TOTAL MPS
N014-CONT-125%CONT.
(E) EXISTING A2P00EXISTING
EXISTING CABIETTO BE REMOVED.CONTRACTOR TO VERIFY CABINET CORRESPONDING BREAKER.BREAKER TO REMAN AS SPARE.
'• FCOACASINETTOBE DISCONNECTED FROMAC PANEL BREAKERTO REMME0.S SPARE. 1480.eBMAW.O 23U,
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SHEET NAME
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PANEL SCHEDULE 2 E3
FEV I DATE DESgOP11pN
A BHB/12 PRELIINARY
0 6/20/12 FOR PERMrt
!\/
_L 9/4/12 REND
2 2/20/13 REVISED
1 7 11/25/1 RVISED
/\ EXISTING GROUND
BAR SOLID BARED
TINNED COPPER CONDUCTOR
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0 0 B B �E"wYa SS BOLT E NomuJ N.ABBEY
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N
REV LATE DESC111PnON
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J 9/20/13 RENSED
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INSTALLATION OF NEW UNMANNED T-MOBILE TELECOMMUNICATIONS DESIGN WIND SPEED: 180 MPH(ULTIMATE.3-SECOND OUST) T• pESCPopnpN REV. wa wasro[oRnc
EDUIPMFM WITHIN EXISTING FENCED COMPOUND AND NEW 124 MPH(NOMINAL.3-SECOND GUST) N0. 4 NO. uixu xri',•°�x
ANTENNAS ON EXISTING TONER.CONNECTIONS TO FJOSRNG EXPOSURE C
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APPLICABLE CODES , ,
�✓ t-� \< +F1n.b+: THE CONTRACTOR WORK SWW.COMPLY WITH ALL MPUCABLE NATIONAL STATE,AND LOCAL CODES AS ADOPTED BY THE LOCAL O R t C9
'/j° 'T'� •\,—. -_ ./ AUTHORITY HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN
% EFFECT ON THE DATE OF CONTACT AWARD SHALL GOVERN THE DESIGN. �AFA ANAL 41,4
_ wa DF BaunVaE: 11/27/1a
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BUILDING CODE:FLORIDA BUILDING CODE(RBC)2010,WITH 2012 SUPPLEMENT.
,.',;..i ELECTRICAL CODE:NATIONAL FIRE PROTECTION ASSOCATON(NLPA)70.NATIONAL ELECTRICAL CODE,2008 EDITON. GIFFORD
m+ - MECHAr9cAL CODE:FRO MECHANICAL CODE 2010. RF DESIGN VERIFICATION WATER TOWER
I µ FIRE CODE:2010 FLORIDA FIRE PREVENTION CODE,LIGHTNING PROTECTION CODE NFPA 780 EDITION 2004.
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THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE
-___ _ LS-�•�..I INSRRlTE(ACI)318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,AMERICAN INSRRTE OF STEEL CONSTRUCTION 4WD HIS COURT
% /d3C,T MANUAL OF SRU
STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION M9 222 , vmJ2B
O BE4K FL 67
•� RAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRICTURES:TA 607,COMMERCIAL BUILDING
GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS DESIGN BASED ON RFDS DATED MET HUE
DRIVING DIRECTIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTMY• GROUND 8/22/12. CONTRACTOR SHALL
FROM T-MOBILES OFFICE HEAD EASE ON I-5�5 TO FLORIOAS TURNPIKE HEAD NORTH ON IMPEDANCE' AND EARTH SURFACE POTENT" OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR
REQUEST CURRENT RFDS TITLE SHEET
PGWEINc AND GROUNDING of ELECTRONIC EQUIPMENT. PRIOR TO CONSTRUCTION
TURNPIKE FOR 87.4 MILES TO EXIT 162(SR-70/VERO BEM51),NEAR FAST ON SR-70
(OKEECHOBEE RO)FOR 0.7 MISS TO 1-95,HEM NORM ON 1-85 FOR 18 MILES TO EMT TEES COZ41.RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AD POWER CIRCUITS(FOR LOCATION CATEGORY
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147(SR-BO/VEitO BRACH),HE1D E55f ON SR-80 FOR 4.4 MIE4 TD 68th AVE,711RN LEFT 'C3'AND"FILCH SYSTEM EXPOSURE').
AND HEAD NORTH FOR 25 MILES TO 45th ST,TURN RIGHT AND HEAD EAST FOR 1.9 MILES
TO 28th CT.TURN LETT AND HEAD NORM FOR 0.3/.TILES TO 47th ST,TURN RIGHT AND TELCORDA GR-1275,GENERAL INSTALLATION REOUIREMTDtTS,IE XORDA GR-1503• COAXAL CABLE CONNECTIONS.ANSI
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TE UTILITY
1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS,THE FOLLOWNG DEFINITIONS SHALL APPLY: I. EXISTING UNDERGROUND UnUnES. SERVICES SHALL BE CONTACTED PRIOR TO THE START OF
CONSTRUCTION Ml ORDER TO VERIFY THE EXACT LOCATION OF ALL OESCPoPfpN
A 6/18/12 PRwmM
2. THE INSTALLATION OF NEW UTeJTIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
0 0 12 FUR PERNR
OWNER - T-MOBILE USA 3. ALL EXISTING ACME SEWER, WATER, CAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
ENGINEER - CALTROP CORPORATION REWIRED FOR THE PROPER EXECUTION OF THE WORK.SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION
CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
4. RUBBISH,STUMPS,DEBRIS,STM.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. PRIOR TO SUBMITTING HIS BID,THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1)VERIFY ALL 5. ALL EXISTING INACTIVE SEWER,WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT
INTERFERE WITH THE EXECUTION OF THE WORK SHALL E REMOVED AND/OR
EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE
CONFIRM WHETHER THE WORK MAY Be ACCOMPLISHED AS SHOWN.ANY DISCREPANCIES SHALL E BROUGHT LANDLORD AND/OR LOCAL UTIU TES.
TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. PROD=Nva 120-647.02
3. A 20—FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER ONES. 7 I.ADRAWN FA REAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT
COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A E NEWMAN M.AB .
BEY
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SWILL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM
ANY EQUIPMENT SHELTER AND TOWER MEAS AND THE SOIL SHALL BE
IN ADVANCE OF THE CONSTRUCTION START DATE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL E IN CONFORMANCE WITH THE LOCAL
GUIDELINES Tms M WM IS GOPYRIOIRFD AND Is
FOR EROSION AND SEDIMENT CONTROL THE su.E PNOPDIY of THE DAWN D rt
5. LABOR MATERIAL, TOOLS, EQUIPMENT.TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR 7S PRODUCED 6OLD.r FOR USE BY.IT
AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS 8, THE SUB-GRADE SWILL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION, OMER AND OS�ATa•
FRP
OR USE OF IRS ORAING
ANDTEM AS SPECIFIED L ELEMN.ENTS
LABOR AND LYORMATERIALS SHALL E FCIDENT L AS REQUIRED FOR COMPLETE 9, BACKFEL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER.NO UNAPPROVED MATERIAL WILL
BE ALLOWED.CLEAN SAND FILL SHALL BE Art ONFORE6TN OBER RWWAMNT CO NEED I
SYSTEMS, INCLUDING ALL EIEIMEN75 OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, FREE OF ALL ROOTS,BOULDERS,OR OTHER DELETERIOUS MATERIAL., pOMS51ox
or OUr THE*I
WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. INE
6, FOR TASKSREQUIRED TO E TUM
PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EDUAL TO OR BETTER CONDITION THAN ORIGINAL
DOCUMENTS•THE CONTRACTOR SHALL NOT STARE WORN ON SUCH TASKS WITHOUT RAVING RECEIVED WRITTEN
ALITIHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHA.E PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN
THESE DRAWINGS.
7. THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT
UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 12 l Ij
AS REQUIRED BY ACTUAL FIELD CONDITIONS.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE Telecom
ENGINEER AND THE CONSTRUCTION MANAGER, 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC'STEEL CONSTRUCTION MANUAL'. uro uxcsroc 6RM
uR4Uk tiiwa>
S. THE CONTRACTOR SHALL. OBTAIN, PAY FOR AND DELIVER ALL REQUIRED RETINITIS, CERTIFICATES OFA CEATIKATL N AVRgROAno„L2,•
INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC.,OWNER
PRI BY THE ACCEPTA C HAVING A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND'HOT DIPPED'GALVAMZED N ACCORDANCE WITH ASTIR A123 AND ASTM A153 STANDARDS.
JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PPoOR TO FINAL ACCEPTANCE OF THE B. ALL STRUCTURAL PLATES,MCLES,AND CHANNELS SHALL E ASTM N 53 A38 AND'HOT
DIPPED'GALVANIZED ACCORDANCE WITH ASTM A123 AND ASTM A7
WORK.WORK.
STANDARDS UNLESS NOTED OTHERWISE
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO MEAS OF NEW CONSTRUCTION. C. ALL IS MEMBERS SHALL BE ASTM A5DG GRADE B(Fy-Oksi),AND'HOT DIPPED'GALVANIZED IN ACCORDANCE
WITH ASTM A123 AND ASTM A153
STANDARDS
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, D. ALL STRUCTURAL PIPE MEMBERS SIAL BE ASTM A500 GRADE B(FY-42k61),AND'HOT
DIPPED'GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM �l
CURBS, GALVANIZED SURFACES, ETC,AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS.UNLESS NOTED OTHERWISE T ' •Mobile•
SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E ALL RON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B.AND'HOT DIPPED'GALVANIZED IN
ACCORDANCE WITH ASTM A123 AND ASTM A153
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS.
OF THE CONSTRUCTION together'ON MANAGER. 2. DESIGN,FABRICATION.AND CONSTRUCTION OF ALL CONNFZTIONS SHALL CONFORM M NSC STEEL CONSTRUCTION MANUAL
Iwo cow�R6 rzRwwcc
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS. KEEP THE
GENERAL MEA CLEAN AND HAZARD FREE REMOVING ALL WASTE,DEBRIS AND TRASH FROM THE SITE AND 3. WELDING! sM,ro ri�..,2
DISPOSING OF SAME N A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A ALL WELDS,WELDERS,AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1,LATEST
REVISION.
CONDITION AND FREE FROM PLANT SPOTS,DUST,OR SMUDGES OF ANY NATURE. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4, ALL BOLTS SHALL BE GALVANIZED HI' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED
TO A SNUG TIGHT•CONDITION AS DEFINED BY AISC.
MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE SECURE NUT WITH LOCKING WASHER ♦ i
CONTRAL:T DOCUMENTS OR WHERE LOCAL CODES OR RECLAATIONS TAKE PRECEDENCE ♦♦♦♦♦�� A• PN'i�P
13. ALL WORK PERFORMED AND MATERAIS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 5. ICHOR STILTS SHALL CONFORM TD ASTM F1534 GRADE 36,UNLESS NOTED OTHERWISE
� ♦.�C E N 3 •�,��
DOOM REGULATIONS AND ORDINANCES.THE CONTRACTOR SHALL GIVE ALL NOTICES AM COMPLY WITH ALL
V,
LAWS, ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HNVMG g THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY RENFORCE7JENT IN THE STRUCTURAL MEMBERS
IN SUCH A MANNER SO THAT THERE WILL NOE BE 2 No.B •''Q
JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL E CONFLICT WITH THE REINFORCEMENT WHEN NSTALUNG ANCHORS THE ANCHORS SHALL BE INSTALLED
PER THE MANUFACTURER'S INSTRUCTION. �L�•-
INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS AS WELL * =
AS LOCAL AND STATE CODES,ORDINANCES AND APPLICABLE REGULATIONS. 7. CUNTRACTDR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE
AISO MANUAL OF STEEL
14, THE CONTRACTOR SHALL SUPERNSE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND TATE OF W
ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, S. ALL STRUCTURAL.STEEL SHALL E FABRICATED TO Flt AT BOLTED CONNECTIONS WMIIN 1/16 INCH TOLERANCE
STRUCTURAL STEEL SHALL NOT BE FLAME CUT .AN
� p•:���
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS of THE WORK, UNDER ANY CIRCUMSEMCES WITHOUT APPROVAL OF THE ENGINEER. ♦�' [ p
INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNERS �s S'•, O R 1
AUTHORIZED REPRESENTATIVE 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. ,A�I44j TINA t„••F'?♦♦♦
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A 10, THE CONTRACTOR/STEEL. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO
ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION. FIELD DATE of slawTORE- H/27/13
COMPLETE SEE OF AS-BUILT DRAWINGS, SWEEP TEST. CYLINDER TEM. LIEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES IF FIELD SPLICES ME USED.THE SHOP DRAWINGS SHALL
INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, SPUCE'S.
TESTED,ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNERS ACCEPTANCE 11 AT THE CONTRACTOR'S OPTION,SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GIFFORDWATER
TOWER
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FA13MCAMN AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS
OF CUTS,CONNECTIONS,
OTHER RINF D AWS A2�1 AND A2.4 RNAND SHOW EIMO TYOF WELD.PROVIDE SETTING �G.TEMPLATES.AND DIRECTIONS FOINSTALLATIONS BY OANCHO BOLTS MOTHER ANCHORAGES TO BE
INSTALLED A21D0003A
AS WORK OF OTHERS'SECTIONS.
1690 28th CART
v[RO BFACN,FL 32097
SHEET NAME
NOTES
3—N RED
GENERAL NOTES 1 STRUCTURAL STEEL NOTES 3 T2
4
REV DATE UESPiNfION
• e/1e/Is PRl1lIINAFIY
0 8/20/12 FUR PBR1R
1 {/li/IJ REVSED
2 e/20 1J REVISED
EXISTING UTILITY POLE WOODEDAREA
AREA
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—77 PRWEQ No_ 120-047.02
DRAPN BU CHECKOI eY:
�( !MYIAMN N.ABBEY
xTAB ORMHO IS COPYRIGHTED AND 15
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CHAIN-UNK FENCE THE P SOLE PROPERTY NRR USE BYE THE
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CABINET RO CONCRETE PAD GRASSED R S PoBBODFN wiTH011f Tiff WORM.
EN
OF 2) I �� PERRISSKIx or THE aRNER.
IX EXISTING VERIZON WIRELESS
EXISTING NEXTEL 30''30 LP GENERATOR
COMPOUND AREA
% BOUNDARY OF e
EXISTMG 20'WIDE 1 2 1 EXISTING PROPERTY �' '
EaRE r Telecom
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SHALL EQUIPMENT
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! i
UNISTRUT CFWdE3.
NUT(TYP.OF 4) ,- * * tp=
:w-
ATE F w
(NOT USED) 16 �,
PROPOSED UNISTRUT P1000 DAZE of SN1NTlRE, f t/n/12
PROPOSED JUNCTION
(TYP')(SEE NOTE 2) �P\ GIFFORD
Box W/Ow ter' WATER TOWER
A2P0003A
MBD 2 COURT
�P\
;�. VF110 BF.1CN.R]296]� SHEET KWE
1. UNIT SHALL BE MOUNIEO AS PER Q
MANUFACTURER'S SPEOFICATIONS,
DETAILS
2. ATTACH UNISTRUT TO CABINET
W/Y4.6 A325 BOLTS.
/,� SHEET NUMf1ER
J—BOX W/ OVP MOUNTING DETAIL tJTS 4 1 (NOT USED) 151 (NOT USED) 7 C4
v
O
REV DATE MCRPiDN
(` S A 0/18/12 PRt31MWY
0 "/12 FOR MW
(l( 1 0/-/12 13VRE0
PROPOSED UNIS" 2 4/12/13 REV19E0
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] 0/20/13 RFVISFI]
OR APPROVED EDUAL(TIM.) 4 11/25/12 RrA]ED
E%ISTING MOUNTING PIPE
PROPOSED POLE PRptEC!T+o.1 120-a47.02MOUNTING ICT
PROPOSED UNIcwSx�xIRUT duM1N tm CHEMED er.
GO
P1 D .) RUM M.Mau
PROPOSED MOUNTING 0 THE A to�.19oHR0 NID E
PROPOSED 2rO A325 PU TH TRE SOLE PB W2 OF TE1E ORNER.rt
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`1„•) r OMNER 1JD RS MIt*TM.
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TO
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UNIT SHALL BE MOUNTED AS PER UNIT SHAAL BE MOS SPECIFICATIONS.AS PER
MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER' PECIFICATIONS. j
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LTE RRU MOUNTING DETAIL NiS GSM/UMTS RRU MOUNTING DETAIL wS 2 stidctogether'
,s90�au�eow�,xnw.eE
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PROPOSED UNISTRUr A.. p ft,
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OR APPROVED EOUAL J�,�'``••�G E M•S./ ��.
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EXISTING OR
PROPOSED PIPE y
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OATS OF SMK47URB 11/27/13
GIFFORD
WATER TOWER
I _ A2P0003A
4990 291,COURT
VFRO BEACK F.32997
SHEET BINE
OPROPOSED JUNCRON DETAILS
NOTE Box R/(NP
UNIT SHALL BE MOUNTED AS PER —�QT RuuBER
MANUFACTURER'S SPECIFICATIONS.
J—BOX W OVP MOUNTING DETAIL NTs 3 (NOT USED) 4 C5
J
RN DATE DESOUPnDN
A 6/la/12 PR91N1,10,RY
0 8/20/12 FOR PERMIT
92. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS,FLOORS AND ROOFS TO PREVENT MOISTURE
A-GENERAL PENETRATION OR VERMIN INFESTATION.
Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE(EDITION ADOPTED BY LOCAL JURISDICTION)AND g3, CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES(ROOF TOP OR
SLAB)SHALL BE INSTALLED IN TION CONDUIT SUPPORTED ON
APPLICABLE LOGY.0006. SLEEPERS
A2 GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE 04. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C.ARTICLE
300 USING I<aLEMS
A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE UL APPROVED OR LISTED. CHIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM.
A4. ALL POWER WIRING SHALL BE STRANDED COPPER•TYPE THHN/THHW AND 80 DEGREES C RATED. 05. WHERE A SEPARATE aMTRICAL SERVICE DROP IS ADDED,CONTRACTOR WWI INSTALL PERMANENT
SERVICE DISCONNECT OR GROUPING
THEREOF,DENOTING ALL OTHER SERVICE ENTRANCES,LOCATION OF EACH AND THE AREAS SERVED BY EACH.
A5. AL POWER WIRING SHALL BE NSFALLED IN GALVANRm RIGID STEFI.CONDUIT.PVC,OR FLEXIBLE UOUIDTCNT CONDUIT,AS 98. WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION
SYSTEM,THE FOUDWENO SHALL APPLY: PROTECT N0.: 120-D4Y.02
INDICATED. A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C.ARTICLE DRAWN BY. ON On
AD. CONTRACTOR SHALL OBTNN ALL PERMITS.PAY PERMIT FEES,AND SCHEDULE INSPECTIONS 220-87. E NLWMAN M.ABBEY
B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C.ARTICLE
A7. CONTRACTOR SHALL APPLY FOR ELEGTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS,SERVICE 220-57. THIS DRAWING Ts COPttnGNObµo s
ROUTING,AND RASTER SOCKET TYPE WITH LOCAL POWER COMPANY, C) FAUN BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. THE
RODE PROPERTY a THE OWNER,rt
D) PREFERRED MEANS OF SUPPLY SHALL TUE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL s IAHOTXIrED SaW FOR USE BY THE
ALL CONTRACTOR SHALL APPLY FOR Ta.EPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REDUREMOM AND SERVICE E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR
SPACE B NOF AVAI AR&A BRANCH REPRODUCTION R op U5M'E or
oRAwBRG
ROUTING WITH TEEPNONE COMPANY. CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2-POLE FUSED DISCONNECT
A8, PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWINC,AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING AND METER BASE PER NISTE ARTICLE R TETT WITH REN FOOT[f71
WAS EXISTING
TAP CONDUCTORS.FUSED ANO OR RERME wN WITH U THE THIS WRITTEN IN
FTA rt "ID WF WITHOUT THE AMED
DISCONNECT'SHALL 8E US7FD SAME OR BERET INTERRUPTING THIO AS E%ISTNC SOURCE OF SUPPLY PERMIs"N of THE OWNER
THIS PROJECT AS FULLY OPERATIONAL
A70.WHERE LONG POWER CABLE INNS PREVAIL,CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SITE WIRE AND CONDUIT
C-IDENTIFICATION
ACCORDINGLY. - Cl. LOCATE NAMEPLATE,MAHMNC,OR OTHER IDENi1FlCATON MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS.
Al I.WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE.TRANSFORMER SECONDARY SHO.BE GROUNDED PER N.E.C.. C2, PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH
SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS,ETC.
ARTICLE 250-28. '
C3. DURING TRENCH BARK-FIRING FOR ETCH UNDFJDROlINO ELECTPoCAL,TELEPFHONE,SIGNAL AND COMMUMGTIONS UNE,PROVIDE A
A72 ALL ELECTRICAL DEVICES EXPOSED TO WE OF SHALL BE of RAINPROOF CONSTRUCTION AND SHLLL REQUIRE WATFA TIGHT CONTINUOUS UNDERGROUND WARNING TAPE TWMVE INCHES BELDW FINISHED
GRADE.
CONDUIT HUBS. Telecom
e-POWER CABLE AND SERVICEDHm uXmo[DARE
snrE xs
Bi. CONTRACTOR SHALL PROVIDE CONDOR AND WISING TO BFS AND VERIFY EXACT CONDUIT ROLRNNG.RACEWAY SYSTEM MATERIALS -AR.ti�Dn
ANDCOMPONENTS SHALLRIBE IFISTAUEDEININ AGOORCANGE WITH APPLICABLE STANDARDS RDANCE ISATIN APPLICABLE REQUTLEAEHTSEOF THE NE F CARD UL RACEWAY SYSTEM aArFluR OF
AmlDuuimN x+xl.
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8-PREPARATION
A-GENERA MADE
------------
Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHAM.COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH B1• SURFACM ALL CONNECTIONS SHALL BE PROPER
OPERAC NTACT.SHALL BE RE-GALVANIZED SURFACES
M CES ON WHICH
WITGALINANIZINGH ASM A7B0 S OEM"DNCFARRIVED B COKING ASES SHALL BE S DRILLING.
MANUFACTURED BY ZRC ENSURE INSPECTED TO ��� ;�G�N�qA•y� �iA
ALL BUILDING CODES OF AVTNF8TE5 RAVING JURISIXCBON. p
AL2. ({ROUNDING CONDUCTORS SHALL BE/2 AWO TINNED SOLID BARE COPPER BMW AND ABOVE GRADE,UNLESS OTHERWISE NOTED CHEMICAL PRODUCTS COMPANY(LOCATED N QUINCY.MASSACHUSETTS),OR ACCEPTABLE
EQUAL NO wASFIFRS ARE ALLOWED 9ETWEEN ��K;•�y ,t I
AND SHILL BE ROUTED N A DOWNWARD PATH TOWARDS GROUND OARS. ITEMS BUNG GROUNDED.AL.CONNECTIONS ARE TO HAVE A MON
AGENT('COPPER SHIEL07 APPLIED PRIOR TO INSTALLATION. ♦` ':A
AL3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. B2. GROUND BAUD ALL COPPER GROUND BARS SHALL BE CLEANED,POLISHED
AND A NON-OXMMNG AGENT(-COPPER SHIELD-)APPLIED. NO. :fn
NO FINGER PFUNTS OR DISCOLORED COPPER SHALL BE PERMITTED. ;
A4. ALL 8FEDW GRADE CONNECTIONS SHALL BE CADWED TYPE CONNECTIONS AND ALT.COHINECTIDNS TO EQUIPMENT AND GROUND .w
BARS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. C-LAND SULDS AND CO-LOCATES
A5. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS.ANTENNA FRAMES.AND ANY SUPPORT FRAMES OR RACKS STA MOP
USING EXOTHERMIC WELDS OR MEOW41CAL CONNECTIONS. Cl. WAVEGUNE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INFERCONNECTINO CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO ' A
DIAGONALLY OPPOSED SUPPORT POSTS. F .•
A8. HARDWARE SSSHALL.PROVIDE LOOK HALL BE USED THROUGHOUT. C9 FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS,STAINLESS 5161. C2. GROUND BARS SHALL BE BONDED
TO GROUND RING WITH SINGLE GROUNDING CONOUCTOR ,,jAA s'..O R 1� �(�,
�h��h1AL 440
A7. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WADS AND FLOORS SHALL eE ENCASED N PVC CONWIT.NO C3. BONGS TO ANTENNA MASTS,FENCE POSTS.WAVEOUNE BRIDGE,TOKEN
STEEL(UNLESS PROHIBITED BY TOWER MANUFACTURER)MUD
UN GALLIC COON.UIITCO SK41L BE USED
SHALL FOR
LUNO CONDUCTORS
PEN UNLESS NREQUIRED
UIREDEBY LOCAL CODES
OMOISTURE OR OTHERWISE INDICATED
VERMIN THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE(GGVELD).ALL OTHER BONDS SHALL BE BRONZE 2-HOLE COMPRESSION FfITINCS QWE OP 9C1uTupF' 11/RT/1J
UNLESS OTHERWISE NOTED.
INFESTATION.
GIFFORD
A8. BONDING OF GROUNDED CON OR(NEUTRNJ AND GROUNDING CONDUCTOR SNNJ_BE AT SERVICE DISCONNECTING MEANS. O
BONDING JUMPER SMO.BE NST PER N.E.C.ARTICLE 250-28. T-MOBLE GROUNDING REQUIREMENTS WATER TO
Ag. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. T1.ANCOAX ABING E OUTER NA AND CONDUCTORS
(SHIELDS)
GR)SHALL B THE ROUNDED USING COAX CABLE SHALL NOT ENOEXCK"AT A MImwUM OF
100 FELT BETWEEN Two oNPOR GROUNDING KITS. A2P0003A
A10.DOUBUNG OR STACKING OF Y GROUNDING CONNE;TIONS IS NOT ACCEPTABLE
M. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH CON(GROUNDING IGT TO AN INSULATED COAX GROUND BAR WHICH 4WD 28M COURT
SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING.BELOW THE CABLE ENTRY PORTS. VERO MON.FL O2I87
73. WHEN COAX CABLES INTER A BUILDING FROM A TOWER THE COAX GROUND BAR AT THE BUILDING SHALL.BE CONNECTED TO THE SHEET NAME
ETERNAL GROUND RING USING/2 AWG RARE TINNED SOLID COPPER ISOLATED N PVC CONDUIT. ELECTRICAL AND
GROUNDING
NOTES
SHED NUMBER
GROUNDING NOTES 12 E1
J
N
PEV DAIIE Dt5L1iIPIgN
A1B IZ PREUU0VUW
D B /1z FOR MUM
CALL IB HOURS I 9/4/12 REWOED
BEFORE YOU DIG 2 1/12/73 REUSED
ITS THE UW 1 ] Y"/13 REUSED
I-800-132-1770 / 11/23/1 REUSED
a�K.Dae oe au s nnDDr.Pe
PROPOSED 2•F CONDUIT
FOR POWER
PROM NOe 110-247.01
EXISTING T-MOBILE
PPC DRAWN BN ED
tm
E NEW WN N.ABBEY
TNS ORAMw S CO"RIOWED ANDS
THE SOLE PROPER%Or THE ORRIN.I
IS PRODUCED SOULY FCR USE BY THE
OWNER AND RS AFFRRIES.
REPRODUCBON OR USE Or THS DRARIHO
FDR THE INFORMATION CONTAINED N
!� B FORBIDDEN Mlii011f iNE 9IRIIIQI
EXISTING T-MOBILE FIBER CABINET
PERIM NOF'THE DINER.
PROPOSED(2)WO CONDUIT FOR TELCO
9 lid
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\ ImoPosED r—uDIRLE Fcw
\ \\ EQUIPMENT CABINET a,w w19AD D—
\ axn
\ / \ cOamrA,e ar NmNaRRAIDN:oz,.
EXISTING T-MOBILE GSM
EQUIPMENT CABINET
=rT PROPOSED T-MOBILE SITE SUPPORT
CABINET(MEDIUM)
T • -Mobile.-
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EQUIPMENT CABINET
PROPOSED 2Y CONDUIT FOR
DC POWER(SEE NOTE 2) �\
_ a
PROPOSED 2N CONDUIT FOR
AlAAM WIRINO(SEE NOTE 2) � ��% Qin:
PROPOSED 2.O EMPTY ` •V�C SF ��
3n
CNo. 831 N
CONDUIT(SEE NOTE 2) /
E OF
O R%
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DALE OF SpNANiE It/17/1]
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WATER TOWER
A2P0003A
Lew MBIA COURT
VERO BEACH,FL]1987
HOBS, SHM WALE
1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR CONDUIT
SHALL DETERMINE SUITABLE ROUTING IN THE FIELD.
ROUTING
2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC PLAN
APART FROM PORTION ENTERING EQUIPMENT CABINET,WHICH SHALL
EXI
BE FLEXIBLE LIQUID TIGHT CONDUIT. sIIEET NUNBER
CONDUIT ROUTING PLAN ® 1 E2
v
W
MV GOC DESMPDON
A 6/10/12 PREIJI w
0 6/20/12 M PERMM
1 A/4/12 RENSEO
2 4/1Z(13 REMED
S 11/u/1 REN9E0
FROM UTILITY M
"2P-2.0A —
ARY&
EXISTING T-MOBILE 200A METER 0 WALKING
PROJECT NO.: 120-347.01
EXISTING T-MOBLE 200A DISCONNECT LOCK DRAMs� (tECxE➢�
L NEMUN M.ABBEY
2P-,30A
EXISTNG T-MOBILE 3OKW GENERATOR 1 OPAWNG s KXIPYAIONIED AND s
GSM
CARNETR 111E SME FROPOLEL OE RINE E BY R
a PROW aR AND
FOR USE BY TRE
O/MER AND S or THE;
r SPME 1- SPARE AJo 9 REPRODUCTION ON USE �,M N
L—-`•'— RL
_ __ 0 PERMISLON OF ME THE OW�
t L i
2P-20A SPARE I
2P-B4 2P-10W
SPARE 5�9UPPORf
1P-20A 8 • , •
GR Telecom
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NOTES, MEVAVR Ra]]On
• EXISTING CABINET TO BE REMOVED.CONTRACTOR TO VERIFY EXISTING-0& 120/240V 16 cORmeMc a wmonrutmR an,1
CABINET CORRESPONDING BREAKER. BREAKER TO REMAIN AS LOAD CENTER WITH 24
SPARE. BREAKER POSITIONS
•• FCOA CABINET TO BE DISCONNECTED FROM AC PANEL. POWER
BREAKER TO REMAIN AS SPARE.
PROTECTK)N CABINET
T • -Mobile••
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AC ONE—LINE DIAGRAM "°°�` •°""`
6YNR6E R]]]a]
A.
PANEL C
LOCATIMA , TT4 BSE PANIELRA71NG 12024 AWSVOLTPWBiE 1 X weNWN LUG OPLYRATNG 200 AW C•�,, ;' !E. Py,i�,
CKT KVA ANP WEAvP KVA CKT ���" �.� F• i
DESCRIPTION RE GPD COPD COND ONE) DESCRPTION �: •,•A
A B POLE
Ftp, POLE A B N0.
3 OSMCABNET 296 2.98 sw 302 D U SURGE SUPPRESSOR 2 No.68 ,N
;*
6 SPACE• 302 202 SPARE B
7
e :W
9 202 '•SPARE 10 AN S T OF
11 SPACE - 8.6 - 12 %�S. O R W V,
19 SPACE 14
2• a 92 10012 9b SITE SUPPORT CABINET 18 } �i4, ' .• ��,��
15 SPACE
17 SPACE SPACE
19 SPARE 002 SPACE 20 MTE aF SION4TURE: 11/27/13
21 - SPADE 22
23 OR - 0.18 2011 - SPACE 24 GIFFORD
SUB TOTA_KVA O 00 0 0 SUBTOTALKVA CO
TOTAL KANX
o SUS TOTAL HVA NCO T.1+3.1WATER TOWER
'OTA VA 25.3 105.4 TOTAL AMPS
NONcoNr4125%CONT. A2P0003A
(E) EASTENG
E]MMCABPETTO BE REMDVED.CONTRACTOR TO VERFYCABSIET CORRESPONDONG BREAKER.BREAKER TO REMAN AS SPARE
'• 4620231.COVRT
FCOACABIN8ETTOBEDISCONNECTED FROMACPANEL BREAKERTO RE]MWAS SPARE.
VEND BFAQI.R 32907
SHEET NAME
ELECTRICAL
DETAILS
SIM NWBER
E3
PANEL SCHEDULE 2
J
A
REV DATE D6pe19RON
D
"112 FOR FVWrr
1
9/4/12 REVISED
2 2/20/13 REVISED
711/25/1 RI
EwmNc GROUND
BAR SCUD BARED
t
TIN ED COPPER CONDUCTOR
ANTENNA MOUNTING PPE W/Ti=WELD
PROPOSED T-MOBILE LTE IROJEcr W., 120-847.02
RRU(M.) a 36'WASHER DRAWN eT Cx¢KED IIIPROPOSED OR REO*10URED °ooBaa %w, Ss BOLT E NEWNAN u.Aee1v
PANEL ANTENNA ;as°D B o TNfs ORAWRNO 15 00FTfl1DH1m AND B
D°aa 0,ea TIEFROPEM OF THE owNFA.R
Is PRaDUCED SOU1r rat USE N NNE
PROPOSED T—N08RE °Bose°A REIR ON USE THS ER AND OWmo
gf '9 /OR T E NFpRMATION IN
CONFANm
TSM/lMTS RRU(TTP.) O AND
pJ' o0a R 3 FORBIDDEEIRMISSIN OF
OF LITI pTHE�
PROPOSED T-MOBILE
WASHER
/ JUNCTION BOX W/OVP
SS LOCK WASHER
/ 76•SS NUT '
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FUNRE!2 AWG 1—V R —
•�D�a�a amT
COPPER CONDUCTOR ��/ ��/ / eOlIR1GTz w AvmDRwn°•:vz+.
BARE
CONDUCTOR CONDUCTOR
T • •Mobile:
arm BARE TYPICAL GROUND BAR CONNECTION DETAIL Nrs 2 st(cktogether'
CONDUCTOR
+]DD CwDD 2
LID
RARE TINNED
COPPER
CONOUCM
A• py/♦♦moi
,A� •`6 EPROPOSED NS
No. 3
T_M0 F1 ISHED GRADE ;N
EXISTING TOWER
JUNCTIONBOX W/OJP
MOUNTED caoDO PACTED BACKFILL
aNMDAR
/;,
O \/\ \\ TO BBX OF PROCTOR C ATE OFDENSITY
.•�
NPg � `�"'`✓ / WARNING TAPE ,,♦♦♦g,�t1tA L••�?`,,
eSy / \V
'a;i,:`'; DATE OF 510 L. 11/27/13
PROSREE SUPPORT c MN�ET \ 'r.'P��: ;) PJC CONCUR GIFFORD
(MEq� 18'TRENCH OR
\� AS REQUIRED BY WATER TOWER
\ POWER/TELEPHONE
/ A2P0003A
/8 AWT SOLID
COMPANY RARE TINED f / l z
COPPER CONDUCTOR VOID BFCH.M 322
x7
SIW NAME
_ _ ELECTRICAL AND
GROUNDING
EXOTHERMIC CONNECTION(TVP.)
",ISM G BURIED GROUND DETAILS
SN¢f NA NBOI
GROUNDING DIAGRAM TYP. NTS 1 TRENCH DETAIL 13 E4
J
CONSENTITEM
. ,
INDIAN RIVER COUNTY EMERGENCY ADDITION
1"aw MEMORANDUM DECEMBER 17, 2013
AGENDA ITEM: 8I
TO: Joseph A. Baird
County Administrator
DEPARTMENT
�HEAD CONCURRENCE:
ll�
Stan Boling, AICP
Community DevelopnUnt Director
THROUGH: Roland M. DeBlois, AICP�
Chief, Environmental Planning
& Code Enforcement
FROM: Kelly Buck
Code Enforcement Officer
DATE: 12/13/2013
RE: Frank P. Brosens' Request for Release of a Portion of an Easement at 3340 Savannah
Place (Lots 4 and 5, Block 23, Windsor Phase IV PD)
NOW
It is requested that the data herein presented be given formal consideration by the Board of County
Commissioners at the Board's regular meeting on December 17, 2013.
DESCRIPTION AND CONDITIONS
The County has been petitioned by Mr. Frank Brosens, owner of a lot at 3340 Savannah Place in
Windsor Phase IV PD, for release of a portion of a 10-foot utility easement on the lot. The purpose of
the easement release request is to allow for the construction of a single family residence (see attached
maps).
ALTERNATIVES AND ANALYSIS
The request has been reviewed by AT&T; Florida Power & Light Corporation; Comcast Cable Services;
the Indian River County Utilities Department; the County Road & Bridge and Engineering Divisions;
and the County surveyor. None of the utility providers or reviewing agencies expressed an objection to
the requested partial release of easement. Therefore, it is staffs position that the requested easement
release would have no adverse impact to utilities being supplied to the subject property or to other
properties.
RECOMMENDATION
Staff recommends that the Board, through adoption of the attached resolution, approve release of the
portion of the 10-foot utility easement described in the resolution.
T - A- I
FRANK P. BROSENS
Release of Easement
Page 2
ATTACHMENTS
1. Map(s) depicting easement portion proposed for release.
2. Proposed County Resolution Releasing Easement.
APPROVED:
FOR: December 17, 2013
BY: liJ
I.R.Vounty jAppr ed Date
Admin. /A-/ -
Legal13
Budget I 6
Dept. 1 r l 3
Risk Mgr.
ease.beememo
proj./appl.no.2005110092/71536
WNDSOR PHASE TY PDD PLAT ROOK ,
A PD SUBDIVISION OF PORTIONS OF GOVERNMENT LOT 8 PAGE_
SECTION 15,TOWNSHIP 31 SOUTH,RANGE 39 EAST
INDIAN RIVER COUNTY, FLORIDA DOCKET N 0. SIS 0 Ca3
GRAPHIC SCALE
WINDSOR PHASE I P.D.
S 86'45'36"E170 44 PLATBOOK 13
.
746.53 ca PAGE 51
NN L6 CIO EXIST P.R.M.
C� �y •l C11 C1 WALL/FENCF
7V r3Jir -_ `SETBACK
c53 / LIN:
r � _
-Cl
_l7 9 F 112 LOT �/5 /h � --_p��_ 48 cy N 89'44'44"E 173.02 J C3 ry�y BUILDING 3 _C;6_ LB 145.00 P.R.M.
hi SETBACK o (P.O.S.)
LINE(VINDSOR '--_
/ m1=1 1m <t 9
IM0.75E01 S 8'44'39'W' <
mr w
P.R.M. La L5 Q9 LOT #4 �� ---
___143.21
1 c61 'unu?r
o
C14 t \EASEMENT LOT 3
C2
�� # LOT �'2 LOT #1
� . U,l OCK:23
`C1\•�� _15299_-_- - L_ 75992____ __-Tds Oo- - _
UNPLATTED LANG$ �- N 39'44 A4 E 60261 --
��____
PCP SAVANNAH PLACE 602 49 _ _
J EXISTING ROADWAY(SAVANNAH PLACE)
n
N 89'44'44
N
050500 W P.R.M 30'JUNGLE TRAIL BUFFER
___ __ ________ �RE�,-
OFFS,20 OFFSE 20'JUNGLE TR81LB[W
(/ LINE DIRECTION DISTANCE
\JUNGLE TRAIL PER PROPERTY LINE Ll N 90'00'00 E 50.00
I.R.C.MAINTENANCE MAP (APP`OX.PL JUNGLE TRAIL) L2 S 00'00'00"E 25.00
PlATB00K 13,PAGE <. j` (CI"Y LIMITS OF THE TOWN OF ORCHID) L3 S 00'0000 E 25.00
'NOTES \ 4 S 90'00'00 E 2s o0
L5 S 90'00'00"E 25,00
1. PROPOSED STRUCTURES TO BE S'NGLE FAMILY UNITS. L6 S 86'45 36 E 23,91
a THE ENTIRE AREA OF THIS PLAT LIES'WITHIN FLOOD ZONE AE-E'.B L7 5]6'54'49"E _ 30.46
5. NO CONSTRUCPON,'REES,OR SHRUBS W1Li BE PLACED IN BUFFERS WITHOUT UN PIAT.TED LANDS LB N 89'44'44 E __28.02
COUNTY APPROVAL (TOWN OF ORCHID)-- L9 N 2J'1354 E 33.02
6. THERE MAY BE ADDITIONAL.THE
THAT ARE NOT RECORDED ON THIS PLAT
WHICH MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY.
].
THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT C WINDSOR PHASE t PD AS
RECORDED IN P'_AT BOOK 13,PAGE 51,OF THE PUBLIC RECORDS OF INDIAN RIVER
COUNTY,FLORIDA. CURVE RADIUS LENGTH CHORD BEARING DELTA
9. R PRM INDCATES PERMANENT REFERENCE MONUMENT Cl 150.00 157.84 150.66 S 60'0632 E 60'1731
PCP INDICATES PERMANENT CONTROL POINT C2 2C0.00 104.59 103.40 5 14'58'53'E 29'57'46'
INDICATES ANG'_E POINT OR P.C.AT BOUNDARY,PROPERTY,OR R.O.W.LINE. C3 ----v
150.00 60.82 60.40 5 11'3657 W 23'13'54
0. NOTICE-FLO DO HA]ARD WARNING C4 83.00 51.29 50.47 N 699333 W 35'2412
THIS PROPERTY MAY BE SUBJECT TO FLOODING DURING A 100 YEAR BASE FLOOD NO BUILDING PERMIT WILL BE ISSUED BY ANY PROJECT ON A CS 219.50 122.21 120.64 5
60'5746"E 3'_11162
EVENT. YOU SHOULD CONTACT LOCA[ BUILDING AND 20N'�NG OFFICIALS AND OBTAIN LOT WITHIN THIS SUBDIVISION UNLESS AND UNTI',.THE LCT C6 118.50 _ 22.21 27.53 5 83'3502
E 13'2027
THE LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND RSTR'�CTONS ON OWNER,OR THE OWNER'S DESIGNEE,OBTAINS AN INITIAL AND C] 150.00 - 78.44E125.55
S 14'58'53"E 29'57'46
DF VFI.OPM ENT BEFORE MAKING PLANS FOR THE USE OF TH'S PROPERTY. FINAL CONCU RREYCY CERTIFICATE FOR THE PROJECT OR C8 _100.00 105.23 S 60'06'31 E 60'17'30
PORTION OF;HE PROJECT FOR WHICH A BUILDING PERM:?IS C9 150.00 139.26 S 03'21'56 E 53}1'40"
SOUGHT.THE LOT OWNER(S)ACKNOWLEDGES THAT INDIAN C10 219.53 39.28 5 50'08'21 E 1D15'09"
RIVER COUNTY AND LYS ASSIGNS DO NOT GUARANTEE THAT C11 219.50 82.93 5 66'0524 E 213851
THIS INSTRUMENT PREPARED BY. ADEQUATE CAPACITY WILL EXIST AT THE TIME THE LOT OWNER, C12 83.00 9.19 N 48}105"W 0620'44
SCOTT tl.MCGUIRE OR OWNER'S DESIGNEE,CHOOSES TO APPLY FOR AND C13 83.00 60.40 N 65'SJ'11"W 41'4455
KNIGHT,MCGUIRE k ASSOCIATES,INC. OBTAIN SUCH A CONCURRENCY CERTIFICATE. C14 175.00 _91.52_ 5 14.5853_E 29'5746"
f 20 AZALEA LANE,SUITE 204 - C15 125.00 131.56VEROBEACHFL 32963 '�•:' `(407)231-2533C1fi 1123.55 54054 5]5'05'39 E 2]'3354'
V' DATE OF PREPARATION. 6/25/93
SHEET 2 OF 2
• AEYl$lora BY
EMMERBLVD PROJECT LINE t �13N86•E D123.vANCe1- {�
1YLYEoe1Re c1RaE 6.� SITE L: N 9poo•oo•r zs.Qo•
' ' " "°°°°°°' 21 GO IN NDSOR PHASE I PD
L 1 6 WI5'I6-E 25.00'
LEGEND: -}A• iA �• PLAT OOK 13. PAGE 51.
WAY F.C.P.-I muneNr COMM •IRRIGATION VALVE )GOLF COURSE)
A/R-RIWf OF WAY O ELECTRIC METER
C/L•CENTEIIL INE 1'%1'CONC NWFIR IPRW
EIEY-0.EVAT ION. PRY-PERMDEM REF E NDNltpli
E/P-EDGE OF PAVEMENT .8.FIRE HYDRANT a CABLE PEDESTAL •\ r-1n• w
m TELEPHOE PEDESTAL ■CATM BASIN SCALE: I• -20' A-a•IS
o SEVER SERVICE O SERER MANGLE w
urr- •.RATES VALK GO"TER METER
•,� -P-•
.3'E,-LIG1T POLE LAKE
LOCATION MAP: a
)NOT TO SCALE) �'' I '• -WATERS FDTE
F-ID 1'%1 CONCRETE S Be Ib.3J'
CURVE DELTA ANGLE RADIUS MC TANGENT CHIOpD CHORD eEMINO / MONI.AENT fP YI a \ Ir.71' • FOUR S/$-IRO
C I IP IS'09' 210.53
• 89.29• 18.70• 89.2]- N Spot-21-7 \ • \ O FOUO S/I'IRON ROD A 3809 CAP
C 2 11.11'33' SJ.09' 60.13- JI.OS' SD.1!' N 6S SJ'11'R ^ -}f�\ -{A•RDD i]BOB W ET S/$'IRON
C 3 60.17'30- IGD 103.28' 58.07' 109.44' N by 06']1'7 ` "{e
C 1 53.11'10• 130.09• MSB-26' 75.11' 181.81' NOT '36'11 •-}F• \\ ROD a 3008 W
C 3 6p 17'JO' 125.00' 1]1.51' 72.50' •125.5!' N 6p De 'R Pon
T1�O"OF ..•Fr/0 +V.•• �`
C 0 2C
Sr. .
173.00 D1.32' 16.3]• 80.18' N IY 3$•33 O.IIP 4� TO BE
C 7 6.86'31' 1073.3!' 125.0]' 62.18' 131.96' N rl'1!'OD-W RFlEARm-18'• • \ {S'
G$ s•Sz'IT 107S.s3' I10.S0' SS.JD' 110.0' N a5.21'1TR TRACT 'A' ' �S'•F-^ \\ RAlI a FENLE f BACR LINE A SET s/s•IRON }•
C p 6.11.51• 1123.55- 133.31- 66.71' 11015' N 75.43'11'N (FEIR PLA 1 ROD i]BOB
C 10 r00•p 1128.55' 137.12' 68.60' 137.31• N a•0.03•r WINDSOR PLAT 22 PD \ \ {e'' WITHES W
10.°0-NORTN Lu (n
/LATBOOR 16.PAIS 56 \ \ O
INDIAN AIVER.COUNTY.FLORIDA n' F-
' � \ C/0 \\\ •R.•1-a: � L) 9.18
SURVEYOR'S NOTES: .16-CLEAN (n
c \\ O '^ W
1.ALL SIMMO NS SHORN MASON ME IN FEET AND DECIMAL PMTS THERE / N \\\ �•• I�-qR\\\ f o.n nK uLL V o F w
TTEE %¢ J P Ar
OR 544E PLiAT"�ALL O`THEEiEMIMW 2P ARE RM NINE I1EAEµTO,\•AS
\ \
J.A09ITIONf OR CQETIONS TO TRIS YM OR REPORT eT OT{IEII 2�� / \\ BUILDING SETBACK LINE •
SIUIIIa PMTT OR IARTi ES ME PpaNI SITED rI T1UgR TIE rRITTE'N PORTION a EMENENr / LOT 5 \ 1WIND$DA IwOtEDIa
CONSENT dF THE$IDNINo PARTY 011 PARTIES. To Be REIl'A!ED *• \\ 1 O
1.NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE LOCATION IYACANTI \ I
OF TIE UDEAUUNO FOUNDATION OF TIME BUILDING OR AULDINOS SROM
55..BOENCH MARK 13 SANITARY"'MOLE IN FROM OF LOT 1.ELEVATION 1.55 PAM L/�W ryry \A'*`50 �� Q W
NORTN AMER ICM VERTICAL DAIR.a. IDB$ADJUSt1ENT. 5}, 5zlIFc�^2yRL�p,p�Rq� 0.05' • L.�ppaa���[r74 u ��66��A,,���'\ Z Q
3yyY1 �p;Ly'e-��p�g1�I>�®'!/r tl l�-7 a��S• Ate • j ® ¢
-LEGAL DESCRIPTION 6 ®�e B''•• -}AN I I
LOTS 1 AND 5.NAD$23.'WINDSOR PAW IV PD.ACCOADIN$TO • I I I 8e er tmVSo TIu I•T1e
TTSEE EUILTITHE
REfE.OR155AOFR AAIµAMYILA _X"COUNTY.FLORIDA• I.OF � 1I I ,B
FOUR 1•%/' 1,/• o� LOT 4 I I8go is
MCCyppcy MOMENT CONCRETE RNADSE 1 IN MOR • I I ` IVACANTI I I R d�Tlo
THE 0%P YD WE OF THE LAND It RESIDENTIAL.M MINI" (Ppm) SSS
RELATI Ye DISTNMCE AC AN FOR THIS TYPE W$dSDAny SURVEY LJ L: I ° j LOT 3
IS 1 F09I IN 7.500 FEET eNICM WAR MET-IM THE CASE OF THIS
SURVEY. *� hb ICU
mOCnFOIESD))
-DATA$00M • - i I �4� '• I ...G. �IMIM P4o6p
THE DE$G 1PTION WAS PROVIDED BY THE CLIENT.AO SEMCM OF THE II r •SES How �'•:• IL'f j - •w
PUN.Ic RECORDS WAS MADE BY T"1t OFFICE TO LOCATE THE"ISTENCE
0°F11 EAR
REPREDRAT ELRESTR1CT1 o"S MY PROVIDED BY THE CLIE"r • gyp • // ge
-MEASUREMENT METHODS .� 1 1 � �'� / • N 'Wii
NL EWIPMENf Wm IN PEMORYINe THE FIELD WORN ASSOCIATES • 1 • _ted t �9 dlNo Z
WIT)TRIS VIM
URVEY RAt T:fTEU AID CALNMIED.111 WNA.R I
PERFOMINI WI TN M ELECTRONIC TOTAL STATION RFADI NO DI RECRY
TO A MINIMUM OF&A
SECONDS PER
ANGLE 7575 A DNTANCE ACCURACY
OF I PMT IN 50.009.ALL DATA SM RECORDED WINB A FIFLD DATA Av
COLLECTOR AIO COIIYENTIONAL FIELD NOTES.THE
SARDART rAD "� \ od fie'• I I
/ERFORYED RY UF�TI AS A QOfED GEOMETRIC FIGURE AND AHY SIDE
MINES
DDIE W MIO A REgROANCY OF MEASUREMENTS. •
-LIMITATIONS '\
PROPERTY LIES IN FLOOD 2OW,'AE 7".SOMAS-TO WP N•. •\ \ \ I I LA1D$W O
1 20 IMUS H.DATED:DECEDGER 1.2012.COMMUNITY PANEL 120119 '�•
010 S/p'IR0}` 'N'•
.00ADARY INCONSISTENCIEA '� T8 IN i 3909 CAP I w 'ee
MONS \ •'WR Q •'
-APPARENT PHYSICAL WE \N. in o .}FAM
ID I I 0C^N CETE 'p•.�
VACANT LA �I ,\
-EASEMENTS - FOUO PX MAIL2s'BUI LDI N
--------
POINT OF •\ B ssEnACF L1XE�,.� I
AS SHSFM AND MOM HEREUR
ON CURVATURE .\ \ I • oRARM
-CERTIFIES To: ------ }w----_�-_-- �^ ET sre'InoM OW
FRANK P.Sp0lEM i
'\ 10'MIL1TY MOMENT K.,� nDO i 8909 W
'I-TITLE INSURANCE CN'AN,
f MICHAEL J.HANLEY.ESQUIRE • dU
\ SET 5/1' IRON X 09•M'M'E 112.90' DA
/]�• )ROD i]900 W 2-27-IJ
-DATE OF SURYEY: FEMUARV 26.2013 O"SB\-\_\ • aME
THIP 3UAVEY IF HOT YAL ID WITHOUT THE 310NAM E AID ORIOIML \ ENCINMR 11-M•
An SEAL OF THE FLON IDA LI CEMED SURVEYOR AND MAPPER FARO IX"AIL /,3 _
-REL9r. ., y� __ - __0RIS_� T�.LIB�.�4.._ s_N e9_�1_H �E02�Y�_.�Lu.. -_-_�_ PCy 9]_JJ. ND.
11A°YID MLR.1@AND
,.FL0AIDA EICIIP0aE1N`MMBER L33 M9 ,F SAVANNAH•••PILACE 50' RIGHT OF WAY
ER 36 178.Po 23 '
Ii IDrIED AND 3Furn Pa]M:M SG
FS 1rO.M 10 I SHEET!
15-]1-39
SURVEYOR ' S NOTES :
POINT OF
1 . ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND BEG INN I NG
DECIMAL PARTS THEREOF ,
NW CORNER
2 . THE WEST LINE OF LOT 5 BEARS S 23013 ' 54"W , LOT 5 . WINDSOR
ACCORDING TO THE PLAT . AND ALL OTHER BEARINGS PLAT IV . PD
ARE RELATIVE THERETO .
DESCRIPTION
A PORTION OF THE 10 FOOT UTILITY EASEMENT LYING
OVER AND ACROSS . THE WESTERLY AND SOUTHERLY PORTION OF
10 . 00 FEET OF LOT 5 . WINDSOR PHASE IV PD , EASEMENT
ACCORDING TO THE PLAT THEREOF . AS RECORDED IN TO BE
PLAT BOOK 14 , PAGE II , OF THE PUBLIC RECORDS RELEASED
OF INDIAN RIVER COUNTY . FLORIDA . SAID PORTION
LYING ADJACENT TO AND 10 . 00 FEET EAST OF , THE
FOLLOWING DESCRIBED LINE :
BEGIN AT THE NORTHWEST CORNER OF SAID LOT 5 . N
BLOCK 23 : THENCE S 23° 13 ' 54 "W. ALONG THE 1 �1
WEST LINE OF SAID 5 . A DISTANCE OF 122 . 35
FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE TO THE EAST , HAVING A RADIUS OF
150 . 00 FEET . THENCE SOUTH , STILL ALONG SAID
WEST LINE OF LOT 5 AND ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 7033 '45" . �
A DISTANCE OF 19 . 80 FEET TO THE POINT OF
TERMINATION OF THE HEREIN DESCRIBED LINE . 3 I " - 20 '
TRACT - A " V, v
WINDSOR PLAT 22 PD
1*00, PLATT INDIAN RIVER ,OOK 6GE 56
J�
COUNTY . FLORIDA `V o LOT S
c
PORTION OF EASEMENT
TO BE RELEASED
DESCRIBED LINE
WEST LINE OF LOT 5
RADIUS- 150 . 00 '
ARC- 19 . 80 ' SHEET I OF I
DELTA ANGLE-7033 ' 45 "
POINT OF
TERMINATION SKETCH OF DESCRIPTION
EXISTING WATER VALVE NOT A FIELD BOUNDARY SURVEY
-DATE OF SURVEY: DECEMBER 2 . 2013
THIS SURVEY 15 NOT VALID WITHOUT THE SIGNATURE DAV I D M . JONES
`
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED PROFESSIONAL SURVEYOR G MAPPER
VEYOR & MAPPER NAMED BELOW.
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
DAVID M-. .JONES , FL.OR1DA LICENSE NUMBER LS 3909
75 -A-5
(SIGNED AND SEALED) / (772)567-9875 2266 CORTEZ AVENUE
(772)567-9172FAX VERO BEACH. FL 32960
RESOLUTION NO. 2013 -
A RESOLUTION OF INDIAN RIVER COUNTY, FLORIDA, RELEASING
A PORTION OF AN EASEMENT ON LOT 5,BLOCK 23,WINDSOR PHASE IV PD
WHEREAS, Indian River County has an interest in a utility easement on Lot 5, Block 23, of
Windsor Phase IV PD; and
WHEREAS,the retention of a portion of the easement, as described herein, serves no public purpose;
NOW, THEREFORE,BE IT RESOLVED by the Board of County Commissioners of Indian River
County, Florida that:
INDIAN RIVER COUNTY DOES HEREBY RELEASE and abandon all right, title, and interest
that it may have in the following described easement portion:
SEE ATTACHED EXHIBIT A
This partial release of easement is executed by Indian River County, a political subdivision of the
State of Florida,whose mailing address is 1801 27th Street, Vero Beach, Florida 32960.
THIS RESOLUTION was moved for adoption by Commissioner , seconded by
Commissioner , and adopted on the day of
2013,by the following vote:
Chairman Peter D. O'Bryan
Vice-Chairman Wesley S. Davis
Commissioner Joseph E. Flescher
Commissioner Bob Solari
Commissioner Tim Zorc
The Chairman declared the resolution duly passed and adopted this day of
,2013.
BOARD OF COUNTY COMMISSIONERS
OF INDIAN RIVER COUNTY,FLORIDA
By:
Peter D. O'Bryan, Chairman
ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller
By:
Deputy Clerk
ATTACHMENT 2
74'A` 6
RESOLUTION NO. 2013 -
APPROVED AS TO LEGAL FORM:
"e-'-It2tt'
Dylan Reingold
County Attorney
ease.bccdoc
proj/apl.no.2005 110092/71536
Cc: Applicant:
FRANK P. BROSENS
25 SUTTON PL N 10TH FLOOR
NEW YORK,NY 10022
-7y -A-'7
SURVEYOR ' S NOTES : Exhibit A
POINT OF
1 . ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND BEG i NN I NG
DECIMAL PARTS THEREOF . NW CORNER
2 . THE WEST LINE OF LOT 5 BEARS S 23013 ' 54"W . LOT 5 . WINDSOR '
PLAT IV , PD
ACCORDING TO THE PLAT . AND ALL OTHER BEARINGS
ARE RELATIVE THERETO .
DESCRIPTION
A PORTION OF THE 10 FOOT UTILITY EASEMENT LYING
OVER AND ACROSS . THE WESTERLY AND SOUTHERLY / / PORTION OF
10 . 00 FEET OF LOT 5 . WINDSOR PHASE IV PD .
EASEMENT
ACCORDING TO THE PLAT THEREOF . AS RECORDED IN TO BE
PLAT BOOK 14 , PAGE 11 , OF THE PUBLIC RECORDS RELEASED
OF INDIAN RIVER COUNTY . FLORIDA . SAID PORTION
LYING ADJACENT TO AND 10 . 00 FEET EAST OF , THE
FOLLOWING DESCRIBED LINE :
BEGIN AT THE NORTHWEST CORNER OF SAID LOT 5 . I V
BLOCK 23 : THENCE S 23° 13 ' 54 "W, ALONG THE
WEST LINE OF SAID 5 . A DISTANCE OF 122 . 35
FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE TO THE EAST . HAVING A RADIUS OF
150 . 00 FEET . THENCE SOUTH . STILL ALONG SAID Ov
WEST LINE OF LOT 5 AND ALONG THE ARC OF SAID ry
CURVE THROUGH A CENTRAL ANGLE OF 7033 ' 45 " .
A DISTANCE OF 19 . 80 FEET TO THE POINT OF
TERMINATION OF THE HEREIN DESCRIBED LINE . 3 1 " - 20 '
TRACT V,
WINDSOR PLAT 22 PD
PLAT BOOK 16 . PAGE 56 J
INDIAN RIVER , ^D LOT S
COUNTY. FLORIDA `v
c
PORTION OF EASEMENT
TO BE RELEASED
DESCRIBED LINE /
WEST LINE OF LOT 5
RADIUARC- 19 . 80 '0 . 00 ' SHEET I OF I
DELTA ANGLE-7033 ' 45 "
POINT OF
TERMINATION SKETCH OF DESCRIPTION
EXISTING WATER VALVE NOT A FIELD BOUNDARY SURVEY
-DATE OF SURVEY : DECEMBER 2 . 2013
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE DAV I D M . JONES
AND ORIGINAL RAISED SEA!_ OF THE FLORIDA LICENSED PROFESSIONAL SURVEYOR & MAPPER
SURVEYOR & MAPPER NAMED BELOW.
-SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
DAVID-M-.- ..JONES ., FLOR 1 DA LICENSE NUMBER LS 3909 -A `$
( SIGNED AND SEALED) (772)567-9875 2266 CORTEZ AVENUE
(772)567-9172FAX VERO BEACH. FL 32960
ER Sheriff Dervl Loan
�.. 3
• ®—� Indian River County
ORIOP
December 10,2013
The Honorable Peter O'Bryan, Chairman
Indian River County Board of County Commissioners
1801 27th Street
Vero Beach,FL 32960
Dear Chairman O'Bryan:
This letter is my request to be placed on the next Board of County Commissioner's
agenda to request reimbursement for items purchased out of our budget relevant to our
new Crime Scene Building.
Additionally,I have attached a request to purchase additional equipment to completely
equip the new facility.
Thank you in advance for including this item on the next Board of County
Commissioner's agenda.
Sincerely,
V
Deryl Loar, Sheriff
DLJl
Attachments
4055 41"Avenue,Vero Beach, Florida 32960 www.iresheriff.org
00 aq
(772)569-6700
76
CRIME SCENE REIMBURSEMENT REQUEST/PAID BY SHERIFF'S OFFICE
$599.99 Best Buy Monitor,Cinemate GSII
$999.98 Best Buy 2-50"TV's
TV's,Sling Box,Wireless Subwoofer,Earphones,Apple
$1,270.82 Best Buy TV,Power Adapters,WIFI, Power Hub,HDMI Cables
$339.98 Best Buy (2)Compact Refrigerators
$898.20 Lowes Refrigerator/Lounge
$327.75 Home Depot 50'Coil Hose, Ladder, Nozzle,Cube
$182.94 Best Buy HDMI Swivel(5), Memory Card
$297.71 Lowes Casters,Storage Hanger,50'retractable,hinges
$249.54 Lowes Closetmaid shelving tracks,data strips, Lg trash bins
$200.00 Bus Telephone Network Labor
$533.39 Donadio Reim burseables-copies,drawings,calls,postage,etc
$4,807.04 Capital Office Supply Office Wood Furniture
$233.78 Capital Office Supply Trash Cans
$783.41 NBI Wood Conference Table
$526.40 Wayfair 4 Guest Chairs
$226.00 Sirchie _ Hepa Filters
$300.00 Vero Chem Vacuum Cleaner
$3,263.96 SCW Adobe Software
$5,445.00 Projector People V Training Room Projector
$408.11 Capital Office Supply. Dry Erase Boards
$165.89 Capital Office Supply Planner Board
$1,325.00 STAT Medical Disposal Called pickup for purge to move evidence
$274.97 Best Buy Ethernet,Video Cables
$23,659.86
REQUEST TO PURCHASE
$56,040.00 G031),Inc. Laser scanner,31) Multi Sensor w/software training
$2,000.00 ARAS 360 Technologies Upgrade
$2,304.30 Global Pallet Rack Shelving for outdoor compound
$30,608.00 Cathco Asphalt one lane connecting Jail Parking lot to Sunsky
$1,973.85 Complete Electric Mountable UPS for IT equipment
$92,926.15
TOTAL $116,586.01
77
Please remit payment to:
Quote
Valid Till:12/06/2013
GO 3O,Inc. Quote Number:606995000000359249
P.O.Box 522603
Longwood Prepared by:Ed Oliveras
FLORIDA C 321.356.9139
UNPTED STATES 32752 ed.oliveras@go3Dusa.com
SILL TO: SHIP TO:
4055 41st Avenue 4055 41st Avenue
Vero Beach Vero Beach
FL FL
USA USA
32960 32960
Account Name Indian River sheriff
OuoW Stage:.Drak
Contact Name.-SgL Kyle King
Part Number Product Details Qty Unit Price Discount Total
S-6-5420 Focus3D-S 120 1 $45,990.00 $0.00$45,990.00
Laser Scanner Focus 30 Multi Sensor 129. Ships with:
1 Focus 3D-S 120, with compass, altimeter (barometer), dual-axis
compensator and PLAN, 1 PowerBlock battery, 1 power
supply, 1 laser protection goggle, 1 32GS SD card, 1 SD card reader, 1 SO
card cover, 1 rugged transport case. Includes 1
license SCENE software (SOFTS0365), 1 year standard warranty for the
hardware, and 2 seats of general classroom 3-day training at FARO facility
(Orlando, FL) (TR-LS-SCNPOS).
ACCSS6028 Carbon Fibre Tripod Kit,Cmpct,Focus30 1 $1,380.00 $0.00 $1,380.00
High-level carbon fibre tripod including Quick Release with panoramic disc
for Laser Scanner Focus3D
ACCSS6027 Power Block+Dock+ChargerBndl 1 $1,550.00 $0.00 $1,550.00
Power Block, charging cradle and quick charge power supply for Focus3D
WP_ACCSS0285Certifled Sphere Target Kit 1 $2,100.00 $0.00 $2,100.00
Certified Spehere Target Kit for FARO Laser Scanner. Compatible with the
FARO SuperSphere system. Consisting of 5 registration spheres O 148mm
with magnetic mounts, 5 foldable stands, 28 washers. Certified Kit comes
in a rugged transport case.
SOFTS0371 FARO SCENE-Soft Lock-Network 1 $490.00 $0.00 $490.00
ACCSS6013 Optical Cleaning Kit,Focus3D 1 $40.00 $0.00 $40.00
Mirror and lens cleaning set for Laser Scanner Focus3D
SMAS0001 SCENE-Maintenance-1 year 1 $990.00 $0.00 $990.00
Maintenance for SCENE software. Duration: 1 year.
Scope of service according to the conditions of the SCENE maintenance
contract.
G3D-OST G030-Onsite Training 2 $2,500.00 $1,500.00 $3,500.00
UPGRADE TO ONSITE APPLICATION SPECIFIC TRAINING from classroom training-
Daily Rate for ONSITE training for FARO scanner and software. Travel and
living expenses included within continental USA. Course agenda includes
hardware overview, field data collection, registration and FARO software
processing. Must be scheduled within 9e days of purchase. Class size
limited to (8) persons. Scanner will be provided if not yet received,
trainees must bring their own computer that meets FARO Scene minimum
requirements. Includes unlimited phone and personal onsite support limited
to trainees in receipt of certificate of completion,
w.. Sub Total $56,040.00
Tax $0.00
A4u*nenr 60.00
78
Part Number Product Details Qty Unit Price Discount Total
Grand Total $56,040.00
I-aw Payment terms: Prepay requested.
Shipping: 2-4 week delivery upon order. Hand delivery.or local pickup. Nay opt to deliver during onsite training if purchased. If
delivery is required before training is scheduled, the shipping will ba prepaid and added FOB Destination.
NOTE: Taxes have not been added. If tax exempt, payment of any state or federal taxes will be responsibility of the purchaser if
tax resale certificate not Furnished.
Please supply the follmding on your purchase order:
PO Number, Purchaser Name, signed/dated, billing address, shipping address, payment terms.
Please reference last S digits of Quote it supplied.
Thanks for your business!
'Note: GO 3D reserves the right, in lieu of backorder or unavailability of any specific part number listed above, to provide
similar product of equal or better value through another supplier.
PURCHASE AGREEMENT AND CONDITIONS OF SALE Customer will pay any federal,stats and local taxes.All sales are final and refunds and/or exchanges
must be agreed upon in advance of receipt of items,restocking fees may apply.PLEASE REFERENCE GO 3VS QUOTE NUMBER ON ALL DOCUMENTS.BY
REFERENCING GO 317S QUOTE,CUSTOMER AGREES TO SAID TERMS AND CONDITIONS AS LISTED ON SAID QUOTATION.
'^dwr
79
ARAS Order Form
Date: November 7,2013
Sales Rep: Dean Pierson
ARAS 360 Technologies Inc.
1425 B Pearson Place Signature:
Kamloops B.C.VIIS 11.19 Phone: (877)8142360
Fax (250)3748009
Indian River County Sheriffs Office(FL) Email: dean@aras360.com
Product Name Quantity List Price Sales Price Line Description Total Price
ARAS 360 HD 1.00 $4,995.00 $2,000.00 Upgrade from suite $2,000.00
Grand Total $2,000.00
With every software purchase,ARAS 360 also provides FREE Product Updates,FREE 24/7 Support,FREE Weekly 1hr Online Training and
No Annual Maintenance Fees.
Payment Type(Circle One): Visa MIC Amex PO Check Wire Transfer
Credit Card M PO#or Check/M
Expiry Date: / CVV#
I hereby authorize the purchase of the product(s)listed above.
(Print Name)
(Signadue) (Date-eg.June 18,2012)
Billing Information Shipping Information El Same as Billing
Name: Name:
Company: Company:
Address: Address:
City: City:
State: State:
Zip: Zip:
Phone: Notes:
Email:
(Administration Only)
Date Received Date Processed Invoice Number Amount Name and Initials
w.
80
GRAS 360 HD Crash and Crime Page 1 of 2
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See the latest in state of the
l t? O 11��iEf?�:?_• '?tilUCifY @��I[: iv^^ art crash and crime scene
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Apart from the enhanced graphics, these impressive new features include: We provide 21st century
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Improved Total Terrain system that now provides the ability to snap to both polylines and measured accident reconstructionists
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Automated articulation model with simulated off tracking.
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Ability to create custom buildings,signs,and animated traffic lights. ARAS HO
ADVANCED
Leading-edge crush editor with damage automatically synced to impacts. MODULES
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Advanced animation effects including shadows,turning wheels,and spinning tires.
SAMI
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ICATS 2.5D
For details regarding each of the tools and features, please Advanced Human Model
select an item below. If you would like to book an online demo
Advanced Articulation
to see ARAS 360 HD live, please request a demo.
1 aRAs 3fi0 HD is one of the easiest programs for the reconsiructionist to use. SARA' `Esti:URrS
ARAS 360 HD allows the user to complete an investigation In 3D,in one
program from startto finish.The Intuitive Interface speeds up the investigation 3D Animation
ra
and presents a complete picture for later court proceedings.
Easy Diagramming
Sergeant Chris lackr
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May 13,2013
ARAS Total Terrain
http://aras360.com/products/softwarelaras360-hd.hbnl 11/8/2013
81
ARAS36 HD | Crash and Crime Page 2o2
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82
Page 2 of 2
Account#: 1263152 'lQuote#:2481916 ]Quote Issued:11/07/2013
INDIANRIVER COUNTY SHERIFF'S OFFICE Impenninq;
.......... 30 Days from Issue
`Wow MELISSA iPhone: (772) 569-6700
-JI
Kq57��41 ST AVE Fax.
VERO CH,FLORIDA 32960
Part# IDescription I Shipping Quantity Price lExtended
347116 Interlake Mecalux Pallet Rack Tear Drop Upright SOUTHEASTERN 5 $98.95 $494.75
Frame 48"x 120" FRT-TRUCKING
347109 Interlake Mecalux Pallet Rack Tear Drop Beam Pair SOUTHEASTERN 6 $104.95 $629.70
120"L FRT-TRUCKING
6132691 Wire Mesh Decking 58'W X 48"D X 1-1/2"H SOUTHEASTERN 12 $29.84 $358.08
FRT-TRUCKING 1
347106 Interlake Mecalux Pallet Rack Tear Drop Beam Pair SOUTHEASTERN 2 $89.72 $179.44
96"L FRT-TRUCKING
613267 Wire Mesh Decking 46'W X 48"D X 1-1/2"H SOUTHEASTERN 4 $25.75 $103.0
FRT-TRUCKING
Item Total:1$1,764.
Estimated Freight: $539.33
PLEASE BE SURE TO REVIEW OUR TERMS AND CONDITIONS *Total:, $2,304.30
Notes Thank you for the opportunity to help with your needs.
To place your order or for further assistance please
contact me.
Name: BRITTANY GARRETT
Email:boarreft(Wgiobalindustrial.com
Phone: (800)847-4715 x2731
Fax: (678)969-6146
*Applicable taxes and shipping charges vAll be added to Invoice.Globals standard terms and conditions apply.Please see our website
www.olobalind-ust6al.com for details.
DISCLAIMER:This communication(including any attachments)is intended solely for the recipient(s)
named above and may contain information that is confidential,privileged or legally protected. Any
unauthorized use or dissemination of this communication is strictly prohibited. If you have received this
communication in error,please immediately notify the sender by return e-mail message and delete all
copies of the original communication.Thanlc you for your cooperation.
fileWCADocuments and Settings\mpemingTocal Settings\Temp\XPgt-pwise\527BA090IR... 11/7/2013
83
Page 1 of 2
Melissa Pennington-Sales Quotation#2481916
From: "Garrett,Brittany" <BGarrett@globalindustrial.com>
To: "mpenning@,iresheriff org" <mpenning@iresheriff org>
Date: 11/7/2013 2:15 PM
Subject: Sales Quotation#2481916
plenase sr� your CIL'.OLadon be!o--m l'oi the oalle ia-Hnn.r'i-le CIiFcussecl LhL; rn.otilin g (Yvan tihe "0 ar_'- think
r�L i:0��{.i-o" � '� --' 07 SJ^ _, i till
0, )o dlLn J aaCi:Ions OP 10� baarns and o- „"cdreln vjith 8� beams. Ii ducliii
pri-lfli. , you`r`/C:UiC{ [aI( U?1L J" ofSo@f i/i ': t bilis COltiljll(c Ui1.
ij yott have any CILIE?Si(Oia, .please lei:rile kno•vti/i
=;;afCls,
3, "Cant' Garr-at:
,5r;cc'uni Pilanager
Toll Free: 1-000-3-47--,J15 2731
Direct: 373-969-873':
=ar:: 678-96`1-0'1 A61
www.globalindustrial.com
Q- 9LOBA L
t)IOb3lilid usttial.^Oil,
A11't3A-
-(M
-i M email and any files transmitted;lith it are confidential and in 2n,'zd sole Jar the use of the individual Of en tit!,to whom they ore nddre,:ed.If you
have received this email in error please notify the system r aunager.?L-0s:?note that ony views or opinion:presented irr[itis email are sale!y those of the
cursor and do not neces:ariiy represent those of the company.;cilially,the recipientshould check t1lis email and any attacha7ents for the pre--ence o/
virw;es.Tha company accepts no liability for on y domage cuussd by unv virus trop tnitted by thi,ernuil.
From: bgarrett@globalindustrial.com [mailto:bgarrett@globalindustrial.com]
Sent: Thursday, November 07, 2013 1:02 PM
To: Garrett, Brittany
Subject: Sales Quotation # 2481916
X Company Logo 2505 MILL CENTER PARKWAY SUITE 100
BUFORD, GA 30518
file://C:\Documents and Settings\mpenning\Local Settings\Temp\XPgrpwise\527BA090IR... 11/7/2013
84
SITE WORK DIVISION CATO
5550 41"'T STREET* VERO BEACH,FL 32967 * (772)562-8814 *FAX(772)562-0173
cathcoinc*bellsouth.net
Date: November 8.2013
To: Indian River Count•Sheriff
4055 41"Street
Vero Beach,FL 32960
Proposal For: 1000 z 10 FT Path From Crime Scene To Jail
Vero Beach,FL
We hereby propose to furnish labor,equipment and maierials for the following:
02&n#1—Shell Path
1. Shell for Path 4"Thick $ 5.765.00
Qption#2—Asphalt Path
1. Excavate and Grade Site for Drive $ 2.266.00
2. Non DOT Rock 6'Thick $ 9.788.00
3. Asphalt 1.5"Thick $ 18.554.00
Total $30.608.00
NOTES:
1. Price is Valid for Work to be Completed be December 2013.Cathco to be Compensated for Cost Increases
Beyond that Date.
EXCLUSIONS:
Permits:Engineering:Bonds&Fees:Sod=Seed&Mulch,and Landscaping:Irrigation System:Repair/Relocation of
Existing Utilities/Services in Conflict pith this Work,Removal,Disposal and Replacement of Unsuitable Materials:
Demucking: Layout:As-Built Drapings;Testing:Driveuay Sidei%alks;Concrete Flatwork:Erosion Control:Power
Pole Removal/Relocation.
This proposal subject to acceptance within 10 days and is void thereafter at the option of the undersigned.
Approved Signature s .�
Matth w .Eisert
As Ag nt for Cathco.Inc.
85
Page I of 1
Martha Asher-Cart Path
From: "Cathco Inc."<cathcoinc(abellsouth.net>
To: "Martha(Sheriff Office)Asher" <Masher@iresherifforg>
Date: 10/17/2013 12:01 PM
Subject: Cart Path
Martha,
The path is 700 feet long by 7 feet wide by 4"thick, using a shell base material.The cost is$3,200.00.We can do
the work Monday.
I checked the measurement by going straight to the west then south along the fence and the distance is 850 feet,
the cost would be$3,886.00.
If you have any questions or comments please let me know.
Thank you,
Michael Frsert
Cathco Inc.
772-562-8814
772-562-0173 Fax
NOW
file)//CJUsers/masher/AppData/LocahTemp/"grpwisel525FD 19FIRCSOPO 1100 165 65... 11/7/2013
86
Complete Electric, Inc.
Complete Alarm, Inc.
637 Sebastian Blvd.
Sebastian, Fl. 32958
Indian River:(772)388-0533 Brevard:(321)726-0601 St.Lucie:(772)344-3444
Fax:(772)388-2411
vvww.comnieteelectricinc.com
Date: November 7, 2013
Name: I.R.0 Sheriff's Office
Address: 4055 41't AVE Vero Beach, FL 32960
Att: Manace Gonzalez
Email: mgonzale@iresheriff.org
Phone: 772-473-0191
Fax: 772-978-6061
Re: Rack mount UPS for IRC Crime Scene BLDG.
Complete Electric, Inc. Is Pleased To Present You, With Our Proposal Detailed Below:
5col2e of Work:
Supply and install one rack mountable UPS for the IT equipment.
Parts:
1. ED1000RM2 $ 1049.95
2. ED1500RM2 $ 1357.35
3. ED2000RM2 $ 1973.85
This does not include any labor for installation. Please let me know if you need a
Quote for this as well.
TOTAL QUOTE: $
If The AM Requires Additional Devices Or Items Not Indicated On The Plans,Or Not Included In The Specifications
They Will Be Added At Additional Cost.
Quote Based On Working Hours,7:00 AM—3:30 PM.
Damage Resulting From the Installation Of Our Scope Of Work To Underground Items That Have Not Been
Identified By Locates Will Not Be The Sole Responsibility Of The Electrical Contractor.
No Permit fees or FPL fees are included in the above quote.Quote is valid for 30 days.All Work will be performed in
accordance to the National Electric Code standards and local ordinances.Please contact us if we can provide you with any
additional information.
Note:If work does not commence within 30 days of the date of this proposal,or if work is delayed after
the designated start date,Complete Electric,Inc.reserves the right to increase the price to the current
material cost at that time.
Note: Upon acceptance of this proposal Complete Electric,Inc.reserves the right to evaluate material
costs at 30 day increments and submit for circumstance price changes as required.
Estimator: Phillip T. Jones
Page I of 2
87
Payment Schedule: To Be Detezz ned
PAYMM LIABILTY
Customer signature signifies authorization of quoted work and acceptance of payment liability.Payment is due upon
completion of work or satisfactory passing of any required inspection.If the invoice is not paid and the Contractor
engages an attorney to enforce collection the customer agrees to pay all expenses including court costs and reasonable
attorney fees to be fixed by any court in which said attorney is required to appear.The Customer further agrees that he or
she may be sued in an Indian River County,Florida Court
Customer Signature Date
F.CA-QUOTFS-PMLLM 2013-IRCShmiffsOffice.CSLUPS
low
'WOW
Paw of2
88
INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSION ;�
REQUEST TO BE SCHEDULED FOR PUBLIC DISCUSSION
Any organization or individual wishing to address the Board of County Commission shall complete this
form and submit it to the Indian River County Administrator's Office.
PUBLIC DISCUSSION INFORMATION
Indian River County Code Section 102.04(9)(b): as a general rule, public discussion
items should be limited to matters on which the commission may take action
Indian River County Code Section 102.07(2): limit remarks to three minutes unless
additional time is granted by the commission
NAME OF INDIVIDUAL OR ORGANIZATION: Fred Mensing
ADDRESS: 7580 1291h Street,Sebastian,FI PHONE: 772-532-6035
SUBJECT MATTER FOR DISCUSSION: Settlement of Lawsuit and Failure to Give Proper Notice of Lawsuit
to Insurance Carrier
IS A PRESENTATION PLANNED? YES NO
IS BACK-UP BEING PROVIDED YES a NO
IS THIS AN APPEAL OF A DECISION YES NO
WHAT RESOLUTION ARE YOU Settlement of Lawsuit and Notice to Insurance Carrier
REQUESTING OF THE COMMISSION?
ARE PUBLIC FUNDS OR ACTIVITIES REQUIRED? YES NO
WHAT FUNDS OR ACTIVITIES ARE
REQUIRED TO MEET THIS REQUEST?
Transmitted to Administrator Via:
Interactive Web Form COUNTY ADMINISTRATOR:
E-Mail Joseph A.Baird
X Fax
Mail MEETING DATE: December 17,2013
Hand Delivered
Phone
F Tounty Admin\ExecAsstWGENDA\Public Discussion Items Forrn.doc Board Approved 11/7/06
89
T
_...__-AL41 1.L
TO 3�,Yd ONI SASONI P990TLELOL 00:bT cw/o-�/zT 90
COMMUNITY
DEVELOPMENT
INDIAN RIVER COUNTY
BUILDING DIVISION
INTEROFFICE MEMORANDUM
TO: JOSEPH A. BAIRD
COUNTY ADMINISTRATOR
DATE: NOVEMBER 21, 2013
SUBJECT: CONDEMNATION, DEMOLITION AND REMOVAL OF
UNSAFE STRUCTURES LOCATED AT 4470 31 IT AVENUE, 4251
31sT AVENUE, 4301 28TH AVENUE, 4333 31sT AVENUE, 8310 63RD
COURT, AND 8386 63RD COURT
THROUGH: STAN BOLING, DIRECTOR
COMMUNITY DEVELOPMENT DEPARTMENT
FROM: SCOTT P. MCADAM, MCP, CB
BUILDING OFFICIAL
It is requested that the data herein presented be given formal consideration by the Board
of County Commissioners at its regular meeting of December 17, 2013.
DESCRIPTION AND CONDITIONS:
The structures listed in the attached condemnation list have been condemned and ordered
repaired or removed by the Building Official. Said structures have been inspected by staff
and are considered unsafe and detrimental to the health, safety, and welfare of the general
public.
As per county code requirements, the owners of the properties and others with an interest
in the properties were issued notices to repair or remove the structures within 60 days,
and advised of their right to appeal the condemnation order before the Indian River
County Building Code Board of Adjustments and Appeals. In addition, condemnation
cards were posted on the properties. The owners were also notified that the Board would
consider a Resolution to demolish the buildings and impose liens, if they failed to
demolish the structures or obtain permits to repair the structures. None of the owners
have applied for repair permits, demolition permits, or appealed the decision of the
Building Official.
F:ACommunity DevelopmentWILDINGTCC Agendas\I2.17.13.doc
91
ANALYSIS:
The subject structures have been vacant for a considerable time. During that time, the
buildings have continued to deteriorate and have been frequented by vandals and
transients. Not only have the owners failed to maintain the structures in compliance with
the Minimum Standard Codes, they have failed to bring the structures into compliance as
required by posted notice. Since the owners have not filed an appeal to the condemnation
order, the county may now proceed with demolition of the structures and with assessing a
lien against the property for demolition and removal. Recent County demolition
contracts have averaged $4,175 per structure.
The County Attorney's Office has reviewed the title reports on these six parcels and
found no encumbrances (i.e. mortgages, liens) other than code enforcement liens or tax
certificates from unpaid taxes.
FUNDING
Funding in the amount of$25,050 (6 x $4,175) for the demolition and removal of the six
(6) unsafe structures is available in the MSTU Fund/Reserve for Contingency. After
demolition bids are received and a demolition contract is awarded, a budget amendment
will need to be processed to move those funds to the MSTU/Road & Bridge/Other
Contractual Services- Account # 00421441-033490.
w..
RECOMMENDATION
Staff recommends that the Board of County Commissioners declare the referenced
structures unsafe and a nuisance and order the buildings demolished, with related debris
removed from the property by a private vendor approved through standard bid
procedures.
Staff further recommends that the Board adopt the attached resolution authorizing the
Building Official to report the county's demolition and debris removal cost for said
structures to the County Attorney for the preparation and recording of a lien to be placed
on the real property of the owners of the demolished unsafe structures for the purpose of
recovering the County's demolition costs.
APPROVED AGENDA ITEM: Indian River Approved Date
Co.
BY: Admin.
Legal 2' 3
FOR: _December 17, 2013 Budget ( PO 5
Dept. J !^ 9`13
Risk Mgr.
F:\Community Development\BUILDING\BCC Agendas\12.17.13.doc
92
Attachments:
1. Resolution
2. Condemnation List
3. Pictures of Condemned Structures
FXommunity Development\BUILDING\BCC Agendas\12.17.13.doc
93
RESOLUTION NO. 2013-
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY,
FLORIDA, PROVIDING FOR THE DEMOLITION OF
UNSAFE STRUCTURES AND THE RECOVERY OF
COSTS.
WHEREAS, Indian River County has adopted the Property
Maintenance Code at Section 403, Indian River County Code; and
WHEREAS, Section 403.08 of the Property Maintenance Code
provides for the recovery of the costs of repairs to and/or demolitions of unsafe
structures by policies and procedures established by the local governing body;
and
WHEREAS, Section 100.080 of the Indian River County Code
provides that the Board of County Commissioners may cause, by resolution, a
lien to be filed in the Official Record Books of the County against properties on
which the county has incurred demolition costs; and
WHEREAS, pursuant to Chapter 162, F.S., notice of intent to adopt
a lien resolution has been given to the proposed lienee(s),
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF
COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the
unsafe structures on the properties described on the attached Condemnation List
be demolished; and that any costs incurred by County government as a result of
such demolition undertaken at the direction of the Board of County
Commissioners shall be recovered from the property upon which each unsafe
structure is located, as identified in the attached Condemnation List. The costs
of such demolition shall be reported to the Building Director who shall notify the
County Attorney's Office to prepare lien(s) for the recovery of those costs,
FXommunity Development\BUILDING\BCC Agendas\12.17.13.doc
94
RESOLUTION NO. 2013-
to be placed upon the real property of the unsafe structures as listed in the
attached Condemnation List, any such liens bearing interest at the rate
established by the Board of County Commissioners for the calendar year in
which the lien is recorded, such interest to commence accruing from the date the
lien is recorded in the Public Records of Indian River County, Florida, until such
time as the lien, including interest, is paid.
The foregoing resolution was offered by Commissioner
, and seconded by Commissioner and,
upon being put to a vote, the vote was as follows:
Peter D. O'Bryan, Chairman
Wesley S. Davis, Vice-Chairman
Joseph E. Flescher, Commissioner
Bob Solari, Commissioner
Tim Zorc, Commissioner
The Chairman thereupon declared the resolution duly passed and
adopted this 17th day of December, 2013.
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY, FLORIDA
By:
Peter D. O'Bryan, Chairman
ATTEST: Jeffrey R. Smith, Clerk
By
Deputy Clerk
APPROVED AS TO FORM AND
LEG "FICY:
By
William K. DeBraal
Deputy County Attorney
F:\Community Development\BUILDING\BCC Agendas\12.17.13.doc
95
CONDEMNATION LIST:
�..
1 . Owner: Walter C. Hurst
Property: 4470 31 It Avenue
Tax ID#: 32-39-27-00003-0000-00030.0
Legal Desc.: Lots 30 and 31, "Lincoln Park Estates" according to
the Plat thereof as recorded in Plat Book 2, Page 88,
of the Public Records of Indian River County, Florida.
2. Owner: James & Margaret Webb, Sr.
Property: 4251 31 It Avenue
Tax ID#: 32-39-27-00007-0000-00026.0
Legal Desc.: The North 117 feet of Lot 26, Addition to Jackson's
Subdivision, according to the Plat thereof, as
recorded in Plat Book 2, Page 73, of the Public
Records of Indian River County, Florida.
3. Owner: Pamela R. Cummings
Property: 4301 28th Avenue
Tax ID#: 32-39-27-00001-0000-00006.0
Legal Desc.: Lot 6, Cannon Subdivision, according to the Plat
thereof, recorded in Plat Book 2, at Page 77, Public
Records of Indian River County, Florida.
4. Owner: Alfred & Miriam Davis
Property: 4333 31 It Avenue
Tax [D#: 32-39-27-00001-0000-00027.0
Legal Desc.: The North half of Lot 27, according to Plat of Cannon
Subdivision, recorded in Plat Book 2, Page 77, Public
Records of Indian River County, Florida.
F:\Community Development\BUILDING\BCC Agendas\12.17.13.doc
96
5. Owner: Corine Ethridge & Hope N. Campbell
Property: 8310 63rd Court
Tax I D#: 31-39-32-00001-0050-00010.0
Legal Desc.: Lots 10 and 11, Block 5, Douglas Subdivision f/k/a
Colored School Subdivision, according to the Plat
thereof, as recorded in Plat Book 2, at Page 52, of the
Public Records of Indian River County, Florida.
6. Owner: Dorothy Scott, Willie Edwards, Jr., & Waddell Weaver
Property: 8386 63rd Court
Tax I D#: 31-39-32-00001-0050-00017.0
Legal Desc.: Lot 17, Block 5, Douglas Subdivision, f/k/a Colored
School Subdivision, according to the Plat thereof, as
recorded in Plat Book 2, at Page 52, of the Public
Records of Indian River County, Florida.
F:\Community Development\BUILDING\BCC Agendas\12.17.13.doc
97
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INDIAN RIVER COUNTY
DEPARTMENT OF UTILITY SERVICES
AGENDA ITEM
Date: December 3, 2013
To: Joseph A. Baird, County Administrator
From: Vincent Burke, P.E., Director of UtilitY Sees
Prepared By: Terry Southard, Operations Manager `y
Subject: Work Order No. 5–Moja, Bowles, Villamizar&Associates (MBV), South County RO
Facility Storage Tank Modification—Amendment 1 to Work Order No. 5
BACKGROUND:
Indian River County Utilities operates two water production facilities, South County RO located at
15509 th Street SW and North County (Hobart) RO located at 7751 58th Avenue. In August of 2012
the FDEP approved the expansion capacity at North County RO to 11.44 MGD. On January 14,
2013 the FDEP gave Indian River County approval to staff and operate the North County RO plant
(Hobart) 24 hours per day seven days per week. Because of this they granted us approval to
reduce operator staffing at the South County RO facility to 16 hours per day seven days per
week.
On Tuesday, February 19, 2013, the Board of County Commissioners approved Work Order No. 5
to MBV Associates in the amount of$16,800.00 for professional services relating to engineering,
bid review/recommendations, and construction services for the South County RO Storage Tank
Modifications.
On September 18, 2013 the Purchasing Department opened bids for the South County RO
Storage Tank Interconnect Project. The Engineer's cost estimate for this project was
$106,000.00. Two bids were received, and they were substantially over the budgeted project
costs. Both bids were rejected at the November 12, 2013 BCC meeting with recommendation to
modify the specifications for the project to be re-bid.
The modifications to MBV's Scope of Work are:
• Revisions of the Specifications
• Preparation of Engineer's cost estimate
• Attendance at the pre-bid meeting
• Coordination with contractors and purchasing to address any questions
FAUtilities\UTILITY-EMPLOYEE FOLDERS\Te Southard\A endas\A enda- MBV WO 5 Amendment 1 South RO Storage Tank Connection
December 2013 AO Final.doc
123
ANALYSIS:
MBV has proposed to provide these additional services in Amendment No. 1 to re-bid the project
for$1,500.00.
FUNDING:
Funds for this project will be derived from the R & R budget in the Operating fund. The
operating fund budget is derived from water and sewer revenues.
Description Account No. Amount'($]
South RO Piping/Storage
Tank Modification 47123536-044699-13507 $1,500.00
(modifications) WO #5
RECOMMENDATION:
Staff recommends that the Board of County Commissioners approve Amendment No. 1 to Work
Order No. 5 to MBV Associates in the amount of$1,500.00 as presented.This will bring this Work
Order to$18,300.00
ATTACH M ENTS:
Attachment A: Amendment No 1 to Work Order No. 5.
APPROVED FOR AGENDA:
Indian River Co. Approved Date
j Administration 1 MA
By. uid Utilities $
A. Baird, County AdministratorBudget
Legal
For.
YJosepA
02 /
at Risk Manager
F:\Utilities\UTILITY-EMPLOYEE FOLDERS\Te Southard\A endas\A enda- MBV WO 5 Amendment 1 South RO Storage Tank Connection
December 2013 AO Final.doc 124
AMENDMENT NUMBER 1 WORK ORDER NUMBER 5
Ircu South County Ro Water Plant Storage Tank Interconnect Project
This Amendment 1 to Work Order Number 5 is entered into as of this day of
20_ pursuant to that certain Continuing Contract Agreement for
Professional Services entered into as of November 15, 2011 (the "Agreement"), by and
between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and
MBV Engineering, Inc. ("Consultant").
1. The COUNTY has selected the Consultant to perform the professional services set
forth in existing Work Order Number 5, Effective Date February 19, 2013.
2. The COUNTY and the Consultant desire to amend this Work Order as set forth on
Exhibit 1 (Scope of Work) attached to this Amendment and made part hereof by this reference.
The professional services will be performed by the Consultant for the fee schedule set forth in
Exhibit 1 (Fee Schedule), and within the timeframe more particularly set forth in Exhibit 1 (Time
Schedule), all in accordance with the terms and provisions set forth in the Agreement.
3. From and after the Effective Date of this Amendment, the above-referenced Work
Order is amended as set forth in this Amendment. Pursuant to paragraph 1.4 of the Agreement,
nothing contained in any Work Order shall conflict with the terms of the Agreement and the
terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if
fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date
first written above.
CONSULTANT: BOARD OF COUNTY COMMISSIONERS
MBV Engineering, . 2 OF INDIAN RIVER COUNTY
By: By:
J f7 ,Chairman
Title:
BCC Approved Date:
Attest:Jeffrey R. Smith, Clerk of Court and Comptroller
By:
Deputy Clerk
Approved:Q,0 A. r.1 h �-&j
osep . Baird, County Administrator
r
Approved as to form and legal sufficiency: �,_
/Z Ok,
Dylan T. Reingold, County Attorney
125
EXHIBIT 1
I'm
BV
ENGINEERING, INC.
MOIA BOWLES VILLAMIZAR&ASSOCIATES
/WW.mbveng.com CA93728
October 17, 2013
Mr.Vincent Burke,P.E.
c/o Mr. Terry Southard
Indian River County Department of Utility Services
1801 27th Street
Vero Beach,FL 32960-3388
Subject: Proposal/Contract for Professional Engineering Services
Indian River County Utility Services
South RO Water Plant Storage Tank Interconnect Project
Indian River County, Florida
Engineer's Project Number: 12-276 Addendum 1
Dear Mr.Burke:
We are hereby submitting our proposal to provide professional services for the above subject
project. Per your request, we reviewed the bids that were submitted for the above referenced
project. Just two bids were submitted (RJ Sullivan and Close Construction). Furthermore, there
were substantial differences in the line item costs of both bids. For these reasons, we have
recommended that the project be re-bid, and that a mandatory pre-bid meeting be held to ensure
that all contractors have a clear understanding of the specifications. Some additional services will
be required to put the project out to bid a second time.
Based on our understanding, our additional scope of work would include the following services:
1. Revision of the specifications to include all addendurns to the original specifications
2. Attendance at the pre-bid meeting
3. Coordination with contractors and purchasing to address any questions
4. Preparation of engineer's cost estimate
We propose to provide the above described services for a total fee of$1,500.
1835 20th Street 1600 W.Eau Gallie Blvd„Suite 203 806 Delaware Avenue
Vero Beach,FL 32960 Melbourne,FL 32935 Ft.Pierce,FL 34950
772,569.0035 321.253.1510 772,468.9055
Fax.772.778.3617 Fax 321.253,09 11 Fax 772.778.3617
127
Mr.Vincent Burke
c/o Mr.Terry Southard
October 17,2013
Proposal: 12-276 ADD 1
Page 2
Should you require further information or clarification,please do not hesitate to call.
Very truly yours,
MBV E EKING,INC.
Aaron Bowles,P.E.,Vice President
AJB/sng
Accepted this day of 2013.
Signature Print Name and Title
128
BCC AGENDA
December 17, 2013
ITEM 14.D(1)
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMISSIONERS
INTER-OFFICE MEMORANDUM
TO: Members of the Board of County Commissioners
DATE: December 11 , 2013
SUBJECT: Seven/50
FROM: Commissioner Bob Solari
I would like the Board to consider a resolution to ask the Seven/50 group to
change its name to accurately reflect the number of counties that are presently in
the planning process.
Thank you.
129
December 17, 2013
ITEM 14.E.1.
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMISSIONERS
INTER-OFFICE MEMORANDUM
TO: Members of the Board of County Commissioners
DATE: December 9, 2013
SUBJECT: All Aboard Florida and FEC Railroad Crossings
FROM: Tim Zorc
Commissioner, District 3
1 would like to request discussion on All Aboard Florida and FEC Railroad Crossings as
they relate to future roadway plans.
130
'1
�vERo INDIAN RIVER COUNTY
SOLID WASTE DISPOSAL DISTRICT
'Vow. MEMORANDUM
IORI�p' BOARD c
Date: December 9, 2013
To: Joseph A. Baird, County Administrator
From: Vincent Burke, P.E., Director of Utility Services
Prepared By: Himanshu H. Mehta, P.E., Managing Director,Solid Waste Disposal District
Subject: Seventh Amendment to SWDD Feedstock Supply Agreement with INPB
DESCRIPTIONS AND CONDITIONS:
On July 15, 2011, the Solid Waste Disposal District (SWDD) approved the Feedstock Supply
Agreement (FSA) to INEOS New Planet BioEnergy, LLC (INPB), which was subsequently amended
several times with the latest being the Sixth Amendment to the FSA approved by SWDD on August
20, 2013 which provided an extension of the temporary license to occupy and use the SWDD's
Vegetative Waste Management Area for storage of various stages of vegetative materials and
wood chips through December 31, 2013.
On December 2, 2013, INPB requested via email an extension of the temporary license through
March 31, 2014. INPB no longer needs the area for storage; however,they do need additional time to
remove the materials on the site. INPB is an important partner to SWDD and Indian River County as
this is the first commercial-scale production in the world using INEOS Bio's breakthrough gasification
and fermentation technology for conversion of biomass waste into bioethanol and renewable power.
ANALYSIS:
Based on mutual agreement of both parties, staff recommends approval of an extension to INPB
to continue to utilize our facility for storage purposes only. The attached amendment provides an
extension of the license through March 31, 2014.
RECOMMENDATION:
Staff recommends the SWDD Board approve and authorize the Chairman to sign the Seventh
Amendment to the Feedstock Supply Agreement.
ATTACHMENT(s):
1. Seventh Amendment to FSA & email from INPB Indian River Co. Approved Date
Administration va
APPROVED FOR AGENDA:
Legal d 6= ✓
By: l Budget
JolZ O1 hj
seph A. Baird,JCounty Administrator SWDD II (3
FO /�i�r1�k,I/J(��/y �(,/� SWDD-Finance
Date
SWDD Agenda-Seventh Amendment to Feedstock Supply Agreement with INPB Page 1 of 1
131
SEVENTH AMENDMENT TO
FEEDSTOCK SUPPLY AGREEMENT
THIS SEVENTH AMENDMENT TO FEEDSTOCK SUPPLY AGREEMENT
("Seventh Amendment") is entered into as of this _ day of December, 2013, by and between
the Indian River County Solid Waste Disposal District ("District"), a dependant special district
of Indian River County, Florida ("District"), and INEOS New Planet BioEnergy, LLC
("INEOS"), a Delaware limited liability company. (Capitalized terms that are used but not
defined in this Seventh Amendment shall have the meaning set forth in the Parties' Feedstock
Supply Agreement, the First Amendment, Second Amendment, Third Amendment, Fourth
Amendment,Fifth Amendment or the Sixth Amendment, as described below).
WITNESSETH:
WHEREAS, on July 15, 2011, the Parties entered into the Feedstock Supply Agreement
("Feedstock Agreement"), which was subsequently amended by the First Amendment to
Feedstock Supply Agreement, dated March 13, 2012 ("First Amendment"), by the Second
Amendment to Feedstock Supply Agreement Concerning Cash Deposit and Escrow Agreement
of Section 7.4, dated April 25, 2012 ("Second Amendment"), by the Third Amendment to
Feedstock Supply Agreement, dated November 13, 2012 ("Third Amendment"), by the Fourth
Amendment to Feedstock Supply Agreement, dated March 19, 2013 ("Fourth Amendment"), by
the Fifth Amendment to Feedstock Supply Agreement, dated May 21, 2013 ("Fifth
Amendment"); and by the Sixth Amendment to Feedstock Supply Agreement, dated August 20,
2013 ("Sixth Amendment"); and
WHEREAS, in section 2 of the Sixth Amendment, the District granted to INEOS a
temporary license to occupy and use the District's Vegetative Waste Management Area for
storage of various stages of vegetative materials and wood chips for a period of time ending, at
the latest, on December 31, 2013, and which date the Parties desire to extend in this Seventh
Amendment to March 31,2014 for Storage Purposes Only; and
NOW, THEREFORE, in consideration of the mutual terms and promises stated herein,
and other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged,the District and INEOS agree as follows:
1. Recitals. The foregoing recitals are true and correct, and incorporated as if fully
restated herein.
2. Amendment of Section 2 of the Sixth Amendment. The second sentence of
section 2 of the Sixth Amendment is hereby deleted in its entirety and replaced with the
following language: "The term of this license shall terminate on March 31, 2014, unless the
license is terminated sooner as a result of a Party's failure to comply with the requirements
herein or if the parties mutually agree to terminate before the end of the term."
3. Other Provisions. Except as amended herein and in the First Amendment,
_Second Amendment, Third Amendment, Fourth Amendment, Fifth Amendment and Sixth
1
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132
Amendment all remaining provisions of the Feedstock Agreement shall remain in full force and
effect.
IN WITNESS WHEREOF, this Seventh Amendment is executed by the authorized
representatives of the Parties, as of the day and year first above written.
ATTEST: Jeffrey R. Smith, INDIAN RIVER COUNTY SOLID WASTE
Clerk of Court and Comptroller DISPOSAL DISTRICT("District")
By: By:
Deputy Clerk Peter D. O'Bryan, Chairman
Approved by BCC: , 2013.
Approved: Approved as to form and legal sufficiency:
J eph At. f3aird, County Administrator Dylan Reingold, County Attorney
Signed, sealed and delivered in the INEOS NEW PLANET BIOENERGY, LLC
presence of: ("Company")
Print name:
By: ..
Print name: � �-c- �l *-► ;
Print name: Print title:
� I V✓imaadnnVIDD PROJRT.14.G..,& 4urr 7o b e,.V -61-kJhppl,Ig .....ri Imrmbnmr Ab nFred roekag-1-M,Aunnal nrw.d- 2
133
Himanshu Mehta
From: Giner Ministre[giner.ministre@ineos.com]
Sent: Monday,December 02,2013 12:17 PM
To: David King
Cc: Himanshu Mehta;Jason Brown;Nigel Falcon;Vincent Burke;Guy Barnocky;Dan Cummings
Subject: Re:Feedstock Agreement to use SWDD Property for storage is expiring
Attachments;Feedstock Agrmt-6th Amendment.pdf
Hello Himanshu
Per David's request below, INPB would like to continue to use the SWDD property for storage of various stage of vegetative materials until 03/31/14.With your
permission, please you write up addendum 7 and present to the commissioners for approval. Addendum 6 is attached below for your reference.
Let me know if you have any questions
Best regards,
G.Fritz Ministre
Feedstock Manager
Inecis New Planet MEnergy
925 74th Avenue,SW
Vero Beach,FL 32968-9755
Office:(772)794-7983
Cell: (772)224-0354
From: David King/US/BI04NEOS
To: Himanshu Mehta<hmehtar@Ircgov.com>,Giner Ministre/US/INPB/INEOSr@INEOS,
Cc: Jason Brown<jbrown@ircgw,com>,Nigel Falcon/USBIO/INEOS@INEOS,Vincent Burke<vburke(@Ircgov.com>
Date; 12/02/2013 11:19 AM
Subject: Re:Feedstock Agreement to use SWDD Property for storage Is expiring
Himanshu,
I would like to extend the agreement for use of the SWDD property for another 3 months.
I have asked Fritz to develop the request based on the previous extension agreements.
I do not expect that we will need the land beyond this timeframe as we are working with a number of companies to dispose of this material in the best ecological means.
Best regards,
David King
From: Himanshu Mehta<hmehtaQIrcgov.com>
To: David King/US/810/INEOS(@INEOS
Cc: vincent Burke<vburke@Ircgov.00m>,Jason Brown<jbrown(@Ircgov.com>,Nigel Felcon/US/BIO/INEOS@INEOS
Date: 12/022013 11:07 AM
Subject: Feedstock Agreement to use SWDD Property for storage is expiring
David,
The latest extension on the feedstock agreement to utilize SWDD property for storage is expiring on December 31,2013.
We briefly discussed this with Nigel last week and he was going to coordinate with you to setup a meeting for us to discuss.
Please let us know when you have some availability to meet as the last Board meeting is on December 17th and the deadline to submit is fast
approaching.
Thank you,
Himanshu
Himanshu H.Mehta,PE(FL)
Managing Director
12/10/2013
134
INDIAN RIVER COUNTY ,tiivkk�
SOLID WASTE DISPOSAL DISTRICT �
�-OR N� BOARD MEMORANDUM
Date: December 6, 2013
To: Joseph A. Baird, County Administrator
From: Vincent Burke, P.E., Director of Utility Services
Prepared By: Himanshu H. Mehta, P.E., Managing Director, Solid Waste Disposal District -`�
Subject: Final Pay for CDM Smith Work Order No. 5—Wetland Filling
DESCRIPTIONS AND CONDITIONS:
On September 11, 2012, the Solid Waste Disposal District (SWDD) Board approved Work Order No.
5 to CDM Smith. to provide Professional Engineering services in filling of the Wetlands that
straddles the property shared by Indian River County Solid Wase Disposal District and INEOS New
Planet BioEnergy (INPB) Facility.
The authorization was executed with a not to exceed budget of $58,500.00 and the following
scope of work: Subcontract with Earthwork Contractor and Project Management and
Administration.
ANALYSIS:
CDM Smith has satisfactorily completed all the assignments described in the scope of work for a
total invoiced amount, including the final invoice of $54,847.50. After final payment, the total
amount paid to CDM Smith will be at the budget of $58,500.00. Attached is CDM Smith's letter
report describing in more details the services provided under each task.
FUNDING:
Funding for this work is budgeted and available in the SWDD WIP account which is funded from
SWDD assessments and user fees.
ACCOUNT NO.:
Description Account Number Amount
SWDD Wetland Filling 411-169000-13016 $54,847.50
RECOMMENDATION:
SWDD staff recommends that its Board approve CDM Smith's final invoice amount of$54,847.50.
SWDD Agenda-Final Pay CDM Smith WO No 5 Page 1 of 2
135
ATTACHMENT(s):
`"w 1. CDM Smith Project Completion Report & Final Invoice
APPROVED FOR AGENDA:
Indian River Co. A oved Date
By; JN netv Administration
oseph//--. Baird, County Administrator Legal
For: ,t`l/h �� g�Ol Budget
Date SWDD ( q 3
SWDD-Finance �Z qli
`maw
SWDD Agenda-Final Pay CDM Smith WO No 5 Page 2 of 2
136
1
I
CD'Now M
Smith
1701 Highway A-1-A,Suite 301
Vero Beach,Florida 32963
tel: +1 772 231-4301
fax:+1 772 231-4332
cdmsmith.com
November 20,2013
Mr. Himanshu H. Mehta, P.E.
Managing Director
Indian River County
Solid Waste Disposal District
132574 th Avenue SW
Vero Beach, Florida 32968
Subject: Work Order No. 5—Wetland Filling
Final Invoice
Dear Mr. Mehta:
CDM Smith Inc. has completed the filling of the wetland that straddles the property line shared by the
Now Indian River County Solid Waste Disposal District(SWDD) and the neighboring INEOS New Planet
BioEnergy Facility(INP BioEnergy).When initially authorized by the Board of County Commissioners, it
was anticipated that the wetland filling would be completed within 30 days of the Notice to Proceed;
however,that schedule was accompanied by a statement that, "Schedule is highly dependent on
weather conditions and scheduling of associated INP BioEnergy project(as both will be performed by
the same contractor)."The intent was that the INP BioEnergy contract milestones would take precedent
in terms of scheduling the work.
During the course of the past year, both the dry and wet seasons have been exceptionally rainy,which
caused several months delay in being able to demuck the wetland,dry the material,transport the
material, and most importantly, properly fill the resulting hole.To properly fill the wetland,the work
had to be done in lifts(placement of dirt layers a few feet thick followed by compaction prior to placing
the next layer).The continual rains had a significant impact on the contractor's ability to adequately dry
and compact one layer before moving on to the next.This led to the majority of the delays in completing
this work.Additional "delays" in completing the wetland work were attributable to changes in the
project schedule for the INP BioEnergy project,which required the contractor's attention.The intent
was for the contractor to primarily be able to meet those INP BioEnergy contractual requirements,and
complete the SWDD wetland filling portion as efficiently as possible once the INP BioEnergy
requirements were met.
All dried muck removed from the wetland has now been transported to the designated location on the
SWDD property for storage and future use of the material for cover. INP BioEnergy reserved and
61336.d-
WATER+ ENVIRONMENT+TRANSPORTATION+ENERGY+FACILITIES
i
137
I
CDM
Smith
Mr. Himanshu Mehta
November 20, 2013
Page 2
purchased the required wetland credits for the complete wetland (including the SWDD portion),and
documentation has been provided to the County.A memorandum of understanding was also executed
between the County and INP BioEnergy memorializing that all required permits and credits required for
impacting the SWDD wetland were provided by INP BioEnergy.
Please find enclosed the final invoice for the work completed, and feel free to contact our office with
any questions or comments you may have.
Sincerel
Jill T. Grimaldi
Principal Scientist
CDM Smith Inc.
JTG/jj
Enclosure
File: 6706-95059
cc: Vincent Burke, IRC
Eric Grotke, CDM Smith
B1338.docz
1
138
t
CDM
Smith
6365 N.W.6"Way,Suite 200
Fort Lauderdale,Florida 33309
ter.
tel: 954-776-1731
fax: 954-928-1649
Please Remit To:
INDIAN RIVER COUNTY FLORIDA CDM SMITH INC.
MR.HIMANSHU MENTA,P.E. 15050 COLLECTIONS CENTER DRIVE
MANAGING DIRECTOR CHICAGO,ILLINOIS 60692
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960
NOVEMBER 16,2013
INVOICE NUMBER:80475100/3
PROJECT NUMBER:95059
PAY REQUEST t!3
Amount Due $54,847.50
This Invoice:
PLEASE INCLUDE INVOICE NUMBER ON ALL CORRESPONDENCE
In accordance with the Continuing Contract Agreement for Professional Services between Indian River County and CDM Smith Inc.dated
December 06,2011 and Work Order No.5 dated September 11,2012,we are rendering the following invoice for engineering services as
described below:
RE: WORK ORDER NO.5-WETLAND FILLING (FINAL INVOICE)
Unbilled Services from December 23,2012 through November 16,2013
OUTSIDES PROFESSIONALS
Subconsultant Amount
SOUTH BAY BUILDERS,LLC S 55,000.00
TOTAL SUBCONSULTANT COSTS S 55,000.00
OVERAGES(ADJUSTMENT)
Description Amount
Invoice Reduction Less Overage of Upper Limit S -152.50
Amount.
TOTAL SUBCONSULTANT COSTS S -15 .50
$ 54,847.50
Page 1 C,
WATER+ENVIRONMENT+TRANSPORTATION+ENERGY+FACILITIES
139
i
CDM
Smith
Please Remit To:
INDIAN RIVER COUNTY FLORIDA CDM SMITH INC.
MR.HIMANSHU MEHTA,P.E. 15050 COLLECTIONS CENTER DRIVE
MANAGING DIRECTOR CHICAGO,ILLINOIS 60693
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960
NOVEMBER 16.2013
INVOICE NUMBER:80475100/3
PROJECT NUMBER:95059
PAY REQUEST#3
Amount Due $54,847.50
This Invoice:
PLEASE INCLUDE INVOICE NUMBER ON ALL CORRESPONDENCE
Total: S 54,847.50
Phyll M.Thomas,Senior Contract Administator Date
1 certify that everything on this invoice is correct.
Page 2
140
CDM-
Smith
Please Remit To:
CDM SMITH INC.
15050 COLLECTIONS CENTER DRIVE
INDIAN RIVER COUNTY FLORIDA CHICAGO.ILLINOIS 60693
MR.HIMANSHU MEHTA,P.E.
MANAGING DIRECTOR
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960 NOVEMBER 16,2013
INVOICE NUMBER:80475100/3
PROJECT NUMBER:95059
PAY REQUEST#3
Amount Due $54,847.50
This Invoice:
PLEASE INCLUDE INVOICE NUMBER ON ALL CORRESPONDENCE
Invoiced Previously:$ 3,652.50
Invoiced ITD: $ 58,500.00
Total Contract Amount: $ 58,500.00
Balance Remaining: $ 0.00
Percent Complete: 100.00%
Total Due This Invoice: $ 54,847.50
141
SOUTH BAY BUILDERS, LLC Invoice
3850 20th. Street - Suite 500
Vero Beach, FL 32960
Ph: 772.567.5113 Fax: 772.569.6426 Date 11/6/2013
jprieto@southbaybuilderslic.com Invoice# CDMWetland
CBC1253511 CERTIFIED ORIGINAL
P.O. No.
Bill To CDM Smith -Wetlands
1701 Highway Al A, Suite 301
Vero Beach, FL 32963 Project
Description Qty Rate Amount
South Bay Builders will supply all labor, equipmnt and 55,000.00 55,000.00
materials to:
Demuck approximately 1.4 acres of IRC wetland (18" below
grade 3,600 yds est), Supply fill material, spread, roll and
compact in lift to matchg existing grade of INPB side of
wetland. Filled area will be graded to provide positive
drainage.
MATERIALJSERVICES RECD. b5+ 9Z�
CHARGE TO:
Client Project Subtask
6706
WORK GROUP N0. DATE /I-/3i 3
,
APPROVALJA
G.L.ACCT.(For Acctg,Use Only) 6y7-0/1
Total $55,000.00
Please make checks payable to: South Bay Builders, LLC.
OEC 1"fl"��°D���xG�� ,�►
142
o-
INDIAN RIVER COUNTY ;iv��c
SOLID WASTE DISPOSAL DISTRICT ,Z
toR1oA BOARD MEMORANDUM —
Date: December 6, 2013
To: Joseph A. Baird, County Administrator
From: Vincent Burke, P.E., Director of Utility Services
Prepared By: Himanshu H. Mehta, P.E., Managing Director, Solid Waste Disposal Districts`
Subject: Final Pay for CDM Smith Work Order No. 9 — Design, Permitting and
Construction of the New Oslo Customer Convenience Center
DESCRIPTIONS AND CONDITIONS:
On March 18, 2008, the Solid Waste Disposal District (SWDD) Board approved Work Order No. 9 to
CDM Smith. to provide Professional Engineering services in designing, permitting and construction
of the new Oslo Customer Convenience Center.
The total authorization including four approved amendments was executed with a not to exceed
budget of $457,685.00 and the following scope of work: Phase I-Data Collection, Design,
Permitting and Bidding; Phase II-Construction Services.
The following is a breakdown on the project:
WORK, AMENDMENT AMENDMENT AMENDMENT AMENDMENT,
PHASE , _ DESCRIPTION ORDER NO. TOTAL
9 NO.1 , NO.2 NO.3 N0,4 CONTRACT
AMOUNT
Swb
Approved: 3/18/08 2/2/10 5/3/11 7/12/11 9/17/13
Design,
Phase 1 Permitting, $169,840 $75,860 $13,855 $129,435 $0.00 $388,990
Bidding
Services
Phase 2 Construction $40,020 $52,890 $0 ($32,635) $8,420 $68,695
Total= $209,860 1 $128,750 $13,855 1 $96,800 $8,420 $457,685
ANALYSIS:
CDM Smith has satisfactorily completed all the assignments described in the scope of work for a
total invoiced amount, including the final invoice of$552.37. After final payment,the total amount
paid to CDM Smith will be at the budget of $457,679.25. Attached is CDM Smith's letter report
describing in more details the services provided under each task.
SWDD Agenda-Final Pay CDM Smith WO No 9 Page 1 of 2
143
FUNDING:
Funding for this work is budgeted and available in the SWDD WIP account which is funded from
SWDD assessments and user fees.
ACCOUNT NO.:
Description Account Number Amount
Oslo CCC Design, Permitting and Construction 411-169000-08009 $552.37
RECOMMENDATION:
SWDD staff recommends that its Board approve CDM Smith's final invoice amount of$552.37.
ATTACHMENT(s):
1. CDM Smith Project Completion Report & Final Invoice
APPROVED FOR AGENDA:
Indian River Co. A roved Date
1
By; 01( Administration
Josep A. Baird, County Administrator Legal uPla- Ij1)Jh3
Fo : !�i__� cti7d�� Budget i
Date SWDD ( q t-Z,
SWDD-Finance CrV�(_ 1>tell 0
,law
SWDD Agenda-Final Pay CDM Smith WO No 9 Page 2 of 2
144
CD
smal"th
1701 Highway A-1-A,Suite 301
Vero Beach,Floricla 32963
tel: +l 772231-4301
tax:+1 772 231-4332
cdmsmith.com
November 26,2013
ELECTRONIC MAIL
Mr. Himanshu H. Mehta, P.E.
Managing Director
Indian River County
Solid Waste Disposal District
132574 1h Avenue SW
Vero Beach, Florida 32968
Subject: Indian River County Solid Waste Disposal District
Oslo Customer Convenience Center
Final Invoice
Dear Mr. Mehta:
Transmitted herewith is a project completion report for the above reference project.This work is being
completed in accordance with the Continuing Contract Agreement for Professional Services between
Indian River County(IRC)Solid Waste Disposal District(SWDD)and CDM Smith Inc. (formerly Camp
Dresser& McKee Inc.),dated August 10,2004 and amended effective July 24, 2007, under Work
Authorization No.9 dated March 18, 2008 and amended February 2,2010, May 3, 2011,July 12,2011,
and September 17,2013. The final invoice (Invoice No. 80476084/46)was submitted to IRC SWDD on
November 26,2013.This project completion report is to serve as additional information to the final
invoice.
Design of the new Oslo CCC was completed and bids were received on September 18, 2012.The final
design of the new Oslo CCC was based on a "flat"on grade-type facility that utilizes stationary
compactors for Municipal Solid Waste and open top roll-off containers for cardboard, paper, mixed
recyclables,yard waste, recyclable metals,and tires.
On October 23, 2012, IRC executed a contract with Paul Jacquin &Sons, Inc. (Contractor)for
construction of the new Oslo CCC.A Notice to Proceed was issued to the Contractor on December 5,
2012 and on July 26, 2013 the new Oslo CCC was opened for operation to the general public.The final
Certificate of Occupancy was issued on October 18,2013 and an informal ribbon cutting ceremony was
held on November 8,2013.Final payment to the Contractor was approved by IRC on November 19,
2013.
p1344.doc z�
WATER+ENVIRONMENT+TRANSPORTATION+ ENERGY + FACILITIES
145
CDM-
Smith
Mr. Himanshu H. Mehta, P.E.
November 26, 2013
Page 2
CDM Smith has received and reviewed the as-built record information for construction of the new Oslo
Customer Convenience Center facility. Based on the record as-built information supplied by the
Contractor and visual observations performed by CDM Smith during the construction, it is our opinion
that the project has been constructed in substantial conformance with the Contract Documents.Any
significant deviations have been noted on the as-built survey and Record Drawings.
CDM Smith has submitted certifications of construction completion to the following permitting agencies:
• Indian River County(IRC) Department of Utility Services
• IRC Public Works Department, Engineering Division
• IRC Community Development Department
• Florida Department of Environmental Protection (FDEP)- Drinking Water Program
• FDEP—Domestic Wastewater Program
• FDEP—Environmental Resource Permitting Program
• Indian River Farms Water Control District
IRC SWDD has been provided a copy of the above listed certifications,which include copies of the as-
built survey and Record Drawings. IRC SWDD has also been provided with copies of all of the operation
and maintenance manuals,spare parts,and Contractor closeout documents.
CDM Smith appreciates the opportunity to provide these services to IRC SWDD. If you have any
questions or require additional information on the above project, please contact me.
Sincerely,
evin N.Vann, P.E., BCEE
Senior Project Manager
CDM Smith Inc.
KNV/jj
File: PW XM1 6706-64768.02.01
0344.dac
i
146
CDM,
Smith
2180 W.First Street,Suite 400
Fort Myers,Florida 33901
tel: 239 938-9600
fax: 239 3396418
Please Remit To:
INDIAN RIVER COUNTY FLORIDA CDM SMITH INC.
MR.HIMANSHU MEHTA,P.E. 15050 COLLECTIONS CENTER DRIVE
MANAGING DIRECTOR CHICAGO,ILLINOIS 60693
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960
NOVEMBER 26,2013
INVOICE NUMBER:80476084/46
PROJECT NUMBER:64768
PAYMENT REQUEST NO:46
Amount Due $552.37
This Invoice:
PLEASE INCLUDE INVOICE NUMBER ON ALL CORRESPONDENCE
In accordance with the Continuing Contract Agreement for Professional Services between Indian River County and CDM Smith Inc.
(formerly Camp Dresser&McKee Inc.)dated April 6,2004,Work Order No.9 dated March 18,2008,Amendment 1 to Work Order No.9
dated February 2,2010 ,Amendment 2 to Work Order No.9 dated May 3,2011 ,Amendment 3 to Work Order No.9 dated July 12,2011
and Amendment 4 to Work Order No.9 dated September 17,2013 ,we are rendering the following invoice for Professional Engineering
Services as described below:
RE: SOLID WASTE DISPOSAL DISTRICT OSLO CONVENIENCE CENTER
Jnbilled services through November 16,2013
Direct Labor
Description Employees Hours _ Rate Total Cost
SENIOR PROFESSIONAL VANN,K 3.0 145.00 S 435.00
PROJECT ADMINISTRATION JENSEN,J 1.0 75.00 $ 75.00
Total: 4.0 S 510.00
Other Direct Costs
Cost Type Amount
PRINTS $ 42.37
$ 42.37
Total:
Page 1
147
CDM.,
Smith
Please Remit To:
INDIAN RIVER COUNTY FLORIDA CDM SMITH INC.
MR.HIMANSHU MEHTA,P.E. 15050 COLLECTIONS CENTER DRIVE
MANAGING DIRECTOR CHICAGO,ILLINOIS 60693
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960
NOVEMBER 26,2013
INVOICE NUMBER:80476084/46
PROJECT NUMBER:64768
PAYMENT REQUEST NO:46
Amount Due $552.37
This Invoice:
PLEASE INCLUDE INVOICE NUMBER ON ALL CORRESPONDENCE
$ 552.37
Total: $ 552.37
Now 11-26-13
Ashan Nabbie,Senior Contract Administrator Date
I certify that everything on this invoice is correct.
Page 2
148
CDM,
Smith
"low
Please Remit To:
CDM SMITH INC.
15050 COLLECTIONS CENTER DRIVE
INDIAN RIVER COUNTY FLORIDA CHICAGO,ILLINOIS 60693
MR.HIMANSHU MENTA,P.E.
MANAGING DIRECTOR
1325 74TH AVENUE S.W.
VERO BEACH,FLORIDA 32960 NOVEMBER 26,2013
INVOICE NUMBER:80476084/46
PROJECT NUMBER:64768
PAYMENT REQUEST NO:46
Amount Due $552.37
This Invoice:
PLEASE INCL UDE INVOICE NUMBER ON ALL CORRESPONDENCE
Invoiced Previously:$ 457,126.88
Invoiced ITD:$ 457,679.25
Total Contract Amount:$ 457,685.00
Balance Remaining:$ 5.75
Percent Complete: 100.00%
Total Due This Invoice: $ 552.37
149
Other Direct Costs
PRINTS
$2.31
40.06
$42.37
150
N7?STSII)1: ni?,PRorIL4,I)HICS OF Invoice
.._ VERO BEACIt, INC.
1110 Old Dixie Hwy. Ste.A-4 Date Invoice#
Vero Beach,FL 32960 7/2/2013 V47114
Phone. 772-257-0404 40-r. 771-157-0400
E-mail: wsr@wsrvero.com
Bill To Ship To
CDM SMITH INC. CDM SMITH INC.
1701 STATE RT Al 1701 STATE RT AIA
SUITE 301 SUITE 301
VERO BEACH,FL 32963 VERO BEACH,FL 32963
P.O. Number Terms Due Date Rep Via ORDERED BY JOB NAME
64768 Net 30 8/1/2013 26 PICK UP JUDY P+D AS BUILTS
Qty De7 n Price Each Amount
2 24 x 36 BOND COP S 1.08 2.16T
MATERIALISERVICES RE .
CHARGE TO:
C ie S
WORK GROUP ATE. 3� �✓
APPROV L
G.L.ACCT or cdg.U e Only) �yd
Subtotal $2.16
Sales Tax (7.0%) $0.15
Signature: X Total $2.31
1G1
IVESTSIDE REPROGRAPHICS OF Invoice
1'].110 BEACH, INC.
1 l 10 Old Dixie Hwy. Ste. A-4 Date Invoice#
- Vero Beach,FL 32960 11/6/2013 V48957
Phone: 772-257-0404 Far: 772-257-0400
E-mail: ws►@wsrvero.conr
Bill To Ship To
CDM SMITH INC. CDM SMITH INC.
1701 STATE RT A 1 A 1701 STATE RT A I A
SUITE 301 SUITE 301 Nov 14
VERO BEACH,FL 32963 VERO BEACH, FL 32963
P.O. Number Terms Due Dale Rep Via ORDERED BY JOB NAME
6706-64768 Net 30 12/6/2013 26 wsr truck JUDY OSLO 6706-64768
Oty Description Price Each Amount
52 24 x 36 BOND COPIES 0.72 , 37.44T
MATERIALISERVICES RE
CHARGE TO:
�C/l�ie/nt. ��y1 Project� Subtask
WORK GROUP NOJ?
APPROV
G.L.ACCT.( or Acctg.Use Only)JO^y
�t 13
Subtotal $37.44
Sales Tax (7.0%) $2.62
Signature: X
Total $40.06
152