HomeMy WebLinkAbout05-24-2017 CRA Agenda w Councilft 24, 2017 (RA minutes approved at
the July 26, 2017 (RA meeting.
D. Award Seotic to Sewer Grants (Transmittal) I'A !/''
pgs 36-49 !. 948 U.S. Highway #1 —Dr. Jeffrey Slade Chairman Bob Mr-
pgs 50-60 ii. 1753 N. Indian River Drive —Mark Titone
pgs 61-76 iii. 705 Cleveland Street — Thomas Haynes ATIFSP:-
E. Adjourn /���,�� �.
8. Adiourn Communitv Redevelooment Aaencv Meet! an�RW6We nv tbeeciv".Council
9. CONSENT AGENDA
All items on the consent agenda are considered routine and will be enacted by one motion. Ttierea_QUZe ad
separate discussion of consent agenda items unless a member City Council so requests, in which event, the
item will be removed and acted upon separately. If a member of the public wishes to provide input on a consent
agenda Item, helshe should request a Council Member to remove the item for discussion prior to start of the
meeting or by raising hislher hand to be recognized.
pgs 77-84 A. Approval of Minutes — May 10, 2017 Regular Meeting
17.012 B. Approve Annual Fuel Contract with Glover Oil Company Based on Piggyback Pricing
pgs 85-106 of the City of Port St. Lucie Contract for the Period of July 1, 2017 to June 18, 2018
(Transmittal, Letter, Contract, 0-06-01)
17,070 C. Approve Amendment to Disaster Debris Monitoring Agreement with Neel -Schaffer,
pgs 107-121 Inc. and Authorize the City Manager to Execute Appropriate Documents (Transmittal,
Agreement, Amendments)
17.100 D. Approve 2017/2018 Show Dates for Craft Club of Sebastian, Inc, at Riverview Park
pgs 122-131 (Transmittal, Letter, Application, List, Insurance)
17.043 E. Approve 2017/2018 Show Dates for Sebastian River Art Club at Riverview Park
pgs 132-138 (Transmittal, Letter, Application, Insurance)
17.101 F. Approve Alcoholic Beverages for Garcia Event at Community Center on July 1, 2017
pgs 139-141 from 5:00 p.m. to 10:00 p.m. DOB Verified (Transmittal, Application, Receipt)
10. COMMITTEE REPORTS & APPOINTMENTS
City committee reports and Council Member regional committee reports. No public input or action except for City
committee member nominations and appointments under this heading.
17.042 A. Natural Resources Board
pgs 142-147 (Transmittal, Application, Ad, List)
i. Interview, Unless Waived, Submit Nominations for One Regular Member
Position — Term to Expire 7/1/2020
Regular City Council & CRA Meeting
April 26, 2017
Page Two
17.075 C. Presentation - Sebastian Sharks Youth Football & Cheerleadinq Association
Wavne Snow. Vice President
Mr. Snow and members of the football team thanked the City's Parks and Recreation
Department and Council for their assistance with the practice and games held at the
football field. He presented a plaque to Community Development Coordinator
Margarita Hernandez.
Brief Announcements
• 5/6/17- Craft Club Show in Riverview Park - 10 am to 3 pm
Mayor McPartlan announced the Craft Club show set for May 6'". Vice Mayor Coy
reported the Natural Resources Board's Earth Day was phenomenal, thanked the
Board and invited the public to mark their calendar for next year.
Recess City Council Meetinq and Convene as Communitv Redevelopment Aqencv,
A. Chairman McPartlan called the CRA meeting to order at 6:11 p.m. Members present
included Chairman McPartlan, Vice Chairwoman Coy, Mr. Dodd, Mr. Hill and Ms.
Kinchen.
B. ADDroval of Minutes - March 22, 2017 CRA Meeting
MOTION by Ms. Kinchen and Vice Chairwoman Coy to approve the March 22. 2017
CRA minutes.
ROLL CALL: Vice Chairwoman Coy -Aye Mr. Dodd -Aye
Mr. Hill - Aye Ms. Kinchen - Aye
Chairman McPartlan -Aye
Motion carried 5-0.
C. ADprove Revised Facade. Sion. and Landscape Grant Application (Transmittal,
Reoulations. Summary)
The Community Development Manager explained that Waste Management
developed a commercial waste recycling program but CRA businesses were hesitant
to join because of the cost to enclose or enlarge recycling dumpsters as required by
code. She said the City would like to keep the dumpsters enclosed and thought by
offering grants to offset some of the cost the businesses might be more willing to join
the program. She said page two of the application was revised to add a maximum
award of $1,500. to help construct the enclosures.
MOTION by Mr. Hill and SECOND by Mr. Dodd to approve the revised Facade, Sign,
and Landscape Grant Application.
Vice Chairwoman Coy asked if there was a time frame that could be extended for
businesses to join the recycling program. The City Manager reported that Waste
Management does have two businesses interested in joining and would get back to
the board with the program's time frame.
Regular City Council & CRA Meeting
April 26. 2017
Page Three
ROLL CALL: Mr. Dodd —Aye Mr. Hill —Aye
Ms. Kinchen —Aye Chairman McPartlan —Aye
Vice Chairwoman Coy - Aye
Motion carried 5-0.
D. Chairman McPartlan adjourned the CRA meeting at 6:16 p.m.
8. Adiourn Communitv Redevelopment Aqencv Meeting and Reconvene as Citv Council
9. CONSENT AGENDA
All items on the consent agenda are considered routine and will be enacted by one motion. There will be no
separate discussion of consent agenda items unless a member City Council so requests; in which event, the
item will be removed and acted upon separately. if a member of the public wishes to provide input on a consent
agenda item, he/she should request a Council Member to remove the item for discussion prior to start of the
meeting or by raising his/her hand to be recognized.
A. Approval of Minutes — March 22, 2017 Meeting
17.072 B. Approve Lease Agreement Between the Sebastian Municipal Airport and CzechSport
Aircraft, Together with Cruiser Aircraft, Inc. for the Use of Hangar C and Authorize
the City Manager to Execute Appropriate Documents (Transmittal, 3/22/17
Transmittal, Agreement)
17.076 C. Approve Purchase and Implementation of ADP Human Capital
ManagementSoftware in the Amount of $6,100 and Authorize the City Manager to
Execute Appropriate Documents (Transmittal, ADP Summary, Overview, Agreement)
17.077 D. Award Off -Site Mechanical and Electrical Repair Services Agreement to Vinnie's
Family Auto Repair and Authorize the City Manager to Execute Appropriate
Documents (Transmittal, Bid Tab, Page 1 of Services Agreement, Price Bid Sheet,
Certifications & Declarations) (Full Contract Available in City Clerk's Office)
17.078 E. Award Agreement to McDine's Painting, Inc. in the Amount of $36,600 for the
Preparation and Painting of the Historic Sebastian Elementary School and City Hall
Administration Building and Authorize the City Manager to Execute Appropriate
Documents (Transmittal, Bid Invitation, Bid Tab, Page 1 of Agreement, Certifications
& Representations) (Full Contract Available in City Clerk's Office)
17.079 F. Approve Expenditure of Forfeiture Funds to Gang Resistance Education and
Training (GREAT) Program in the Amount of $413.82 (Transmittal, Invoice, Letter,
F.S.932.7055)
17.080 G. Approve Alcoholic Beverages for Salinas Event at Community Center on May 20,
2017, from 3:00 p.m. to 8:00 p.m. DOB Verified (Transmittal, Application, Receipt)
17.081 H. Approve Indian River Drive Closure for HALO Rescue 5K Run on September 16,
2017 from 6:00 a.m. to 11 a.m. (Transmittal, Route, Application, Receipt,
Correspondence)
17.082 I. Approve 5"i Annual Sebastian Charter Junior High 5K Run at Sebastian Municipal
Golf Course on May 13, 2017 from 6:30 a.m. to 11:30 a.m. (Transmittal, Application,
Receipt, Route)
Ma
HOME OF PELICAN ISLAND
COMMUNITY REDEVELOPMENT AGENCY
CRA MEETING DATE:
AGENDA ITEM TITLE:
RECOMMENDATION
AGENDA TRANSMITTAL
24 May 2017
Septic -to -Sewer Program Update
Information and Discussion
BACKGROUND: An `Outreach and Education' component to the Cost -Share
Agreement between the Indian River Lagoon Council and the City is a requirement of that grant
agreement. Toward that end, the City recently mailed a Septic -to -Sewer `Eligibility' letter
describing information on the grant. Along with the letter, an educational insert was included to
144 eligible property owners within the CRA district. In addition, the City staffed a booth at the
Earth Day Celebration educating the public on the grant program and handing out similar
brochures, flyers, and yard signs.
An updated summary of the grant program is attached
indicating funds spent/available.
If Agenda Item Requires Exnenditure of Funds: N/A
/�
Administrative Services Department/CFO Review:"—
U
ATTACHMENTS: 1. Informational letter
2. Educational insert
3. Grant Program Summary
City Manager Authorization:
Date: 16 May 2017
April 26, 2017
MY OF
B
HOME OF PELICAN ISLAND
OFFICE OF THE CITY MANAGER
1225 MAIN STREET - SEBASTIAN, FL 32958
PHONE 772-388-8200 - FAX 772-581-0149
jgriffin@cityofsebastion.org - www.cityofsebastian.org
RE: Sebastian Septic -to -Sewer (SSP) Grant Program
Property Owner:
This letter is to inform you that the City of Sebastian is currently offering financial
assistance to qualified property owners in the Community Redevelopment Agency (CRA)
District for the removal of an existing septic system and connection to the Indian River
County (IRC) wastewater treatment system. If your property is not currently connected
to the IRC wastewater treatment system, you may be eligible to receive an individual
grant, up to $15,000, for costs incurred for the transition from septic to sewer. A public
sewer line must exist in your area for possible hook-up. If your property is already
connected, please disregard this letter.
Eligibility requirements and grant limitations include:
• Must be a property owner within the CRA District and not delinquent on any
property taxes;
• Grants will not be awarded for sanitary sewer improvements made prior to filing a
completed Sebastian CRA Septic -to -Sewer Grant Program Application;
• SSP grant funds may be used to match or supplement other grants seeking
connection to the Indian River County wastewater treatment system, provided that
the SSP grant award does not surpass the total value of the project.
Please note that if you meet the qualifications, and are awarded a grant, funds will be
disbursed as a reimbursement after receipts and documentation are submitted and
inspection of improvements are verified. Grants will be awarded at the sole discretion of
the Sebastian CRA Board.
Please contact the Sebastian Community Development Department at 772-589-5518 for
more information, or to request an application. For hook-up eligibility visit
htto://indianriver.clearvillaeeine.com/citizenoortal/defaultutilities.asox or call the IRC
Utilities office at 772-226-1817. We look forward to assisting you.
Regards,
Joseph Griffin
City Manager
Here's Why Your Septic Tank
May Be A Problem
My septic system is NOT backing up!
This does not mean that your septic system is doing its job. H the
system were installed before 1983, the Viruses, bacteria and nutrients
in the iastewater are likely leaching into the groundwater.
The life expectancy for a septic system is
20.25 years.
Many of the houses within the Cite of Sebastian were constructed in the
1980's Avidt septic systems. These septic systems are at the end of their
useful lives and should be connected to a public sewer system. In the
City of Sebastian main• of the septic systems have less than two feet
separating the drainage fields from groundwater. A Health Department
study shows that 096 Nitrogen is removed from the wastewater where
there is insufficient filtering.
A septic system can remove bacteria and
viruses only where there is appropriate soil
to filter the effluent.
The rapidly percolating, sandy soils of the barrier island are not
effective filters. They allow harmful substances to slowly flow into
the Lagoon.
The Indian River Lagoon suffers from excess
Nitrogen and Phosphorus. These stimulate
algae to grow, killing other life in the Lagoon.
Dolphins, sea turtles, fish and manatees show evidence of disease
and viral tumors. According to Saint Johns River Water Management
District studies, a significant amount of seagrass has died from the
Vero 17th Street Bridge to the Sebastian Inlet. Seagrass beds are the
nursery of a healthy Lagoon.
How do we know that Nitrogen from septic
tanks is getting to the Lagoon?
Harbor Branch scienasis tested groundwater Rowing into the Lagoon.
Their findings of sucralose (artificial sweetener) confirm that Nitrogen
and other contaminates from septic effluent are entering the Lagoon.
It's time to upgrade your septic system.
Connect to the Indian River County's wastewater treatment
system to remove all your system's liquid wastes so Nitrogen,
Phosphorus and toxic chemicals stay out of the Lagoon.
To see Harbor Branch Scientist, Dr. Brian LaPointe discuss
septic systems, visit this website:
h up:/hti%,Nv. pbs.org/n ewshour/bb/septic-tanks-may-imperil-florida-ecosystem/
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17-SSP-1
17-SSP-2
17-SSP-3
17-SSP-4
17-SSP-5
17-SSP-6
17-SSP-7
SEBASTIAN COMMUNITY REDEVELOPMENT AGENCY
Septic -to -Sewer Grant Program
Account Summary To Date
Grants
2016/2017 Budget Addition -
CRA
Indian River Lagoon Council
Contributions
Del's Barber Shop
Ace Hardware
Teddy's Cleaning
Sebastian Center
Sebastian Animal Hospital
Titone Properties, LLC
Thomas Haynes
Total funding in program
Less funds disbursed
Less funds awarded, but not yet disbursed
Available Funds Remaining
1413 N. Central Ave.
712 Cleveland St.
916 U.S. Highway 1
1624 U.S. Highway 1
948 U.S. Highway 1
1753 N. Indian River Dr.
705 Cleveland St.
$330,000
$45,000
$15,000
$270,000
Funding Date Funds Funds Funds to
Awarded Awarded Disbursed be
disbursed
$230,000
$100,000
3/8/2017
3/8/2017
3/8/2017
3/8/2017
Pending
Pending
Pending
$15,000
$15,000
$15,000
$15,000
$15,000
$15,000
$15,000
Pending
$15,000
Inclusive through May 2017
Ma
SEB` %",
HOME OF PELICAN ISLAND
COMMUNITY REDEVELOPMENT AGENCY
AGENDA TRANSMITTAL
CRA MEETING DATE:
AGENDA ITEM TITLE:
RECOMMENDATION:
24 May 2017
Septic -to -Sewer Grant Applications
Approve three (3) applications
BACKGROUND: In accordance with the Septic -to -Sewer (SSP) Grant
Program, three (3) property owners have submitted applications for their parcels located within
the CPA district. All properties will be removing a septic tank along with connecting to the
Indian River County's wastewater sanitary system. Complete grant applications have been
provided, including a copy of the deed, proof of taxes paid, and a wastewater connection design
plan. SSP Grant Applicants are:
• 948 U.S. Highway # 1— Dr. Jeffrey Slade— Sebastian Animal Hospital & Bird Clinic
• 1753 N. Indian River Drive — Mark Titone — Titone Properties, LLC
• 705 Cleveland Street —Thomas Haynes
If approved, an award can be granted up to the maximum
amount of $15,000 for reimbursement of costs incurred with design, removal, and connection.
The first $10,000 of the award will be paid equally from the CRA and Indian River Lagoon
Council grant funds. The remaining $5,000 paid from CRA funds.
If Azenda Item Requires Exaenditure of Funds:
Total Cost: $45,000 Maximum (3 applications)
Amount Available: $270,000
Administrative Services Department/CFO Review:
ATTACHMENTS: For each application: 1. Application
2. Deed
3. Tax receipt
4. Construction plan
City Manager Authorization:
Date: 17 May 2017
i. 948 U.S. Highway # 1— Dr. Jeffrey Slade
SEBASTIAN CRA - SEPTIC -TO -SEWER GRANT PROGRAM
APPLICATION NO.
SEBASTIAN CRA SEPTIC -TO -SEWER GRANT PROGRAM
GRANT APPLICATION
1. APPLICANT INFORMATION
SI,.,aoE
Name of Applicant: NosfITY+C + IILD CLINI.Q
Mailing Address: c1 4,Z V. S .
5ss,es-%r4N. FL 3a958
Phone Number: % - gs( - L S 5 -i
Cell Number: a - 3 Z
E-mail Address: SE 1 ^ c 1, O�A���, I L os_ v_ r , ft) (� Ccwl LctS 7', nQ-7-
2. PROJECT LOCATION
Address of Property: l Li T U
S�e/1,�7-i;onrr f-L 3�9CQ
Parcel Number(s): 3) . *37 - O L- 0cj0r3-00.30 - oa 0oy,0
Property Tax Status:
3. DESCRIPTION OF PROPOSED IMPROVEMENTS
174 a/- /sj? -,t SISFo�,--
C.n fir.. cT. ten/ G f Pit r ✓o4-i f r r� G'{,.i-f. o r„ —ya, r on..o c r
4. ESTIMATED COST
Please provide information on the following items:
A. Cost of Current Septic System Closure $ `_o o a
B. Estimate of Connection to Indian River Utility System $ rT ro oon
C. Permitting $ 150
D. Design and Construction Costs $ 350 0
TOTAL ESTIMATED PROJECT COSTS $ 3e/ 6so
Approved by CRA Board - 2/8/17 Page 2
SEBASTIAN CRA — SEPTIC -TO -SEWER GRANT PROGRAM
Has the applicant applied for other regulatory grant funding to remove the targeted septic
system? (Please check appropriate answer) YES NO
If Yes, please answer the following questions:
Who was the grant award from?
How much was the total award?
Signature(s) All owners must sign.
The information supplied in this application is true and correct.
�Printed Name an Tire g Printed Name and Tttle
ftnature
STATE OF
COUNTYOF_'Tw,otAt.r Rivel<,
The foregoing instrument was acknowledged before me this day of
20!,, bywho Is personally known tom or has/have produced
as
identification. ` — —
•,,�,;,a„q,•- TERRY A. GARDNER
Notary Public - State of Florida •�
`• ' E My Comm. Expires Mar 26. 2018'.
Commission Y FF 106641
(SEAL) ''••P,tt,b•'' Bonded Through National Notary Assn. r•
Notary Public, Commission No.
(Name of Notary, Printed or Typed)
This Section for City Use Only
Date Application Received:
Date Application Reviewed:
Recommendation to CRA:
Action by CRA:
Approved by CRA Board — 218117 Page 3
This instrument -prepared by.-
L. T. Fernanaez, III
TA Y TY OEED-,10 ,,NANClA\DP',T1 -
P. k. fnay 1'3'79291
Jacksonvillee AA Florida 32201
Warranty Deed
THIS INDENTURE, Made this 13th day of April A.D. 1984 BETWEEN
ROBERT EDWARD WHEELER and JUNE E. WHEELER
of the County of Duval , Stale of Florida , part ies of the first part, and
SEBASTIAN ANIMAL HOSPITAL AND BIRD CLINIC, INC.
Post Office Box 552, Sebastian, FL 32958
of the County of Indian River State of Florida , party of the second part,
WITNESSETH: That the said parties of the first part, for and in consideration of the sum of
TWENTY—TWO THOUSAND FIVE HUNDRED & NOZ100------------------- Dollars,
to in hand paid by the said part y of the second part, the receipt whereof is hereby acknow-
ledged, granted, bargained and sold to the said party of the second part,
its heirs and assigns forever, the following described land, situate, lying and being in the
County of Indian River , State of Florida, to wit:
Lot 5, less the Westerly 26.11 feet thereof,
Block 3, W. A. MARTIN'S SUBDIVISION, according
to the Plat thereof recorded in Plat Book 3,
page 12, of the public Records of St. Lucie
County, Florida; said land now lying and being
in Indian River County, Florida..
REDA WRl6i —
lndian River cc ' Clerk Of CIrcult C.art
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And the said part y of the first part do es hereby fully warrant the title to said land, and will defend
the same against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the said part ies of the first part have hereunto set their hand g and
seals the day and year first above written.
SIGNED AND SEALED IN OUR PRESENCE:
---- - v ------------------ -�--- - - - AL)
- - ----- ----
_ OBERT EDWARD HEELER
_ -_--.(SEAL)
1 Q' -
dU'(]NE E. WH ELER
(SEAL)
_- ----------------------------`--------------- — (SEAL)
o. u.c v..v...p v. 111LL 1a1r rc1vCl u.aw m r1UL1ua , p>,.y 1. ure .e<w,u pert,
WITNESSETH: That the said parties of the first part, for and in consideration of the sum of
TWENTY-TWO THOUSAND FIVE HUNDRED & NO/100------------------- Dollars,
to in hand paid by the said part y of the second part, the receipt whereof is hereby acknow-
ledged, granted, bargained and sold to the said party of the second part,
its heirs and assigns forever, the following described land, situate, lying and being in the
County of Indian River , State of Florida, to wit:
Lot 5, less the Westerly 26.11 feet thereof,
Block 3, W. A. MARTIN'S SUBDIVISION, according
to the Plat thereof recorded in Plat Book 3,
page 12, of the public Records of St. Lucie
County, Florida; said land now lying and being
in Indian River County, Florida.
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And the said part y of the first part do es hereby fully warrant the title to said land, and will defend
the same against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the said part ies of the first part have hereunto set their hand S and
seals the day and year first above written.
SIGNED AND SEALED IN OUR PRESENCE:
-- U�
----------- --- - - ---------------------- - - - - AL)
OBERT "* EDWARD HEELER
'-- - � -;NEWHEL
�G11�%P f �tA —(SEAL)
E. EER
STATE OF FLORIDA
COUNTY OF --- Du_v_al-_
Before me personally appeared
JUNE E W
as.
ROBERT EDWARD WHEELER
_________(SEAL)
__-__ (SEAL)
and --------
________ HEELER --.---______- his wife, to me well known
and known to me to be the individual__ described in and who executed the foregoing instrument, and
acknowledged to and before me that _they ----- executed the same for the purposes therein expressed.
- WWTWSS my hand and official seal this _____ 13th________ day of _April_________-
•,..-....'
1p84_ •a4 ,3acksonville -------------- -
__ , County and StAte aforesaid
J , '•.' I
R y ----------------- - �--------------------- ----
Notary Public in and for the County and State Aforesaid.
My commission expires:
Notary Puulic, State of Florida at LaM
thy Com.::is_ion Expires Oct. 13, 19U
Ma d.d Thr. 711, Fn-n IMMsa ld<3
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Carole Jean Jordan,cFc 2016 PAID REAL ESTATE
Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
NUMBER I
A102 232 131-39 06 000 3 0 30 00004/0 I948 US HIGHWAYP1, SEBASTIAN,ADDRESS ITAX RODE I ESCROW
SKIP THE TRIP - Pay online at www,IRCTax.com
If Postmarked By Nov 30, 2016
Please Pav $0.00
Discount
SEBASTIAN ANIMAL HOSPITAL & BIRD CLINIC
948 US HIGHWAY #1
SEBASTIAN, FL 32958
�WAal Descr/'gI M
MARTINS SUB PBS 3-12 LOTS 4 & 5 LESS WILY
26.11 IT OFBLK 3
Paid 11/07/2016 Receipt 083-00001082 006619-000138 $5,959.69
PAY IN U.S. FUNDS TO CAROLE JEAN JORDAN, TAX COLLECTOR - P.O. BOX 1509, VERO BEACH, FL 32961-1509 - Ph: (772) 226-1343
Taxing Authority
Telephone
Millage
Assessed Value
Exemption
Taxable Value
Tax Amount
0.
COUNTY GENERAL FUND
772-226-1214
3.3602
309,210
0
309,210
1,039.01
rnv
EMERGENCY SERV DIST
772-226-1214
2.3010
309,210
0
309,210
711.49
SCHOOL STATE LAW
772-564-3180
4.5620
309,210
0
309,210
1,410.62
0�
SCHOOL LOCAL
772-564-3180
2.8480
309,210
0
309,210
880.63
UJO ,
CITY OF SEBASTIAN
772-388-8205
3.8000
309,210
0
309,210
1,175.00
wo .
STJOHNS RIVER WATER
386-329-4500
0.2885
309,210
0
309,210
89.21
MZ
SEBASTIAN INLET
321-724-5175
0.1007
309,210
0
309,210
31.14
MOSQUITO CONTROL
772-562-2393
0.2515
309,210
0
309,210
77.77
COW.
HOSPITAL DISTRICT
772-770-0935
0.8443
309,210
0
309,210
261.07
w�`
FLORIDA INLAND NAVIG
561-627-3386
0.0320
309,210
0
309,210
9.89
Z J
O
LAND ACQUISITION BND 04
772-226-1214
0.3143
309,210
0
309,210
97.18
a.,
o: ua
aE,
ITotal Millage
18.7025
Total Ad Valorem Taxes
$5,783.01
1
LUL- — -
0
Total NonAd Valorem Assessments $425.00
Fes.
Authority
Telephone
Amount
(Taxes&Assessments
$6.208.01
.Z.Z COUNTY LANDFILL FEE 772-226-1300 231.08
SEBASTIAN STORM WATER SERVICES 772-388-8232 193.92 Tax Questions
YJl
a,
(772) 226-1343
Scan to Pay Online
------------------------- — -------------------------- — ---- --------------------
1 DETACH THIS PORTION AND RETURN WITH YOUR PAYMENT(
Carole Jean Jordan, CFc 2016 PAID REAL ESTATE
Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
f ALT. KEY ACCOUNT NUMBER I PROPERTY ADDRESS TAX CODE I ESCROW)
10,0232 31-39-06-00013-0030-00004/0 948 US HIGHWAY 1, SEBASTIAN, 32958 1 2A
SKIP THE TRIP - Pay online at www.IRCTax.com
If Postmarked By� Nov 30, 2016
Please Pav I $0.00
Discount
SEBASTIAN ANIMAL HOSPITAL & BIRD CLINIC
948 US HIGHWAY #1
SEBASTIAN, FL 32958
al Description:
MARTINS SUB PBS 3-12 LOTS 4 & 5 LESS WILY
j26.11 FT OFBLK 3
1
Paid 11/07/2016 Receipt It 183-00001082 006619-000138 $5,959.69
INDIAN RIVER COUNTY
DEPARTMENT OF UTILITY SERVICES
MAJOR USER WASTEWATER ANDIOR WATER
UTILITIES CONSTRUCTION PERMIT
APPLICATION FORM
A. APPLICANT
NAME
ADDRESS ffi6 i% iv i^( Nz) ' l
CITY P'Tt STATE _ � ZIP CODE
TELEPHONE f 1 i) 2 ��I
B. OWNERIAUT14ORMFM REPRESENTATIVE (IF DIFFERENT FROM APPLICANTI
NAME ) ��7 N Sti. . , r+L�f Inc
ADDRESS "' ALP cD 0"+ % --l-)LA
CITY Yam° e3Cl J STATE CZ ZIP CODE
TELEPHONE i 1 SS 9- 3 C 9 1
C. PROJECT PROJECT NAME irJ5If'5T/AJ0 41V 1 A-yA'L 4w1 mL.
PARCEL ID 1- ��- L%(v -�i �OU �a-- DODO -f• o
LEGAL DESCRIPTION
TYPE OF PROJECT �f fT- aN /)
�11i/J`/f"Gfl
HOURS OF OPERATION 14 .!OD ffl1
ANTICIPATED CONSTRUCTION SCHEDULE START
COMPLETION T t&A-T'I;r1 J
HAS PROJECT HAS BEEN REVIEWED BY PLANNING BOARD, PRE -
APPLICATION AND TECHNICAL REVIEW COMMITTEES YES
NO
M/ PRE-APPLICATIK OR PROJECT No. ASSIGNED BY PLANNING BOARD
No. �v
ALL PROJECTS WILL REQUIRE AN ENGINEERING REPORT SUBMITTED WITH
THE UTILITY APPLICATION PERMIT DEFINING THE PROPOSED PROJECT'S
IMPACT ON THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE
SYSTEM �U�L� (INITIAL)
THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE
COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY
ENGINEERING STANDARDS, GUIDELINES WILL BE MADE AVAILABLE AT THE
INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE
V�� (INITIAL)
D. METHOD (SI OF FLOW DERIVATION (CHECK APPROPRIATE LINE (S)
EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE
( ) SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE
( ) EXISTING FACILITY/PREVIOUS RECORDS
9. ERU DETERMINATION TABLE (COPYATTACHEDI:
TYPE OF ESTABLISHMENT A1v �'14'I/ 1--
SQUARE FEET, Saba
t
APPLICABLE UNITS
WATER:
PROJECTED FLOW 1 �ERUS) x 250 GALLONS 1 DAY = � GPD(ADF)
WASTEWATER:
PROJECTED FLOW I -JERUSI x 250 GALLONS ( DAY = �� GPD (ADF)
2. SPECIFIC INDUSTRIAL USE:
TYPE (S) OF USE N I?-,
WATER:
PROJECT FLOW NIA
WASTEWATER:
PROJECT FLOW N%A-
3. EXISTING FACILITYIPREVIOUS RECORDS:
THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST
RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED
FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT
SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE
ANTICIPATED FLOW. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO,
TWENTY-FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF
THE DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS
OF OPERATION, TYPE OF USES, NUMBER OF EMPLOYEES, ETC.
E. GENERAL:
ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED j
(ESTIMATED)
PAGE 2
ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED
(ESTIMATED) N%
HIGH STRENGTH WASTE - YES' NO
' IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION
8 O D (BIOCHEMICAL OXYGEN DEMAND)
S S (SUSPENDED SOLIDS)
PHOSPHORUS
F. OTHER REQUIREMENTS:
1. WILL THE DEVELOPMENT UTILIZE THE FOLLOWING?
RETROFIT EXISTING PLUMBING FIXTURES WITH
WATER SAVING DEVICES YES NO
IRRIGATION REUSE SYSTEMS YES �� NO
IF YES, PLEASEATTACHA STATEMENT CERTIFIED BYA PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO
INCLUDE SUPPORTING THEDOCUMENTED HISTORICAL DATA.
PLEASE NOTE. MANUFACTURERS LITERATURE IS NOT ADEQUATE.
2. ZONING
EXISTING ZONING ON PROPERTY TO BE DEVELOPED C 2 ! SFk*_jA.,,,1 /
1S E STING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT?
YES NO
3. PLATTING
IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED
DEVELOPMENT? YES NO
IF YES, PLEASE INDICATE THE PLAT BOOK AND PAGE NUMBER
PLAT BOOK 3 PAGE /-)
4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
IS A WATER OR SEWER EXTENSION REQUIRED? YES __v\l_ NO
PAGE
IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE
ISSUANCE OF A COUNTY PERMIT
6. SITE PLAN
YOU ARE REQUIRED TO SUBMITA SITE PLAN INDICATING ANY ON OR OFF -SITE
SANITARY SEWER AND/OR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF
CONNECTION(S) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE
WATER SYSTEM.
S. ITEMS SUBMITTED WITH CHECK LIST
,�( PROPERTY APPRAISERS MAP/EQUIVALENT (FOR LOCATION)
X SITE PLAN (REQUIRED)
o BUILDING PLANS
WIN—,X FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPF�CIFICATIONS
LP/LEu)ouS Ly iSSVEP PS A J`A^STF/�C p�-
7. SEE ATTACHED PROJECT CHECKLIST OF ITEMS REQUIRED FOR FINAL PROJECT
G.O.
SIGNED DATE
TYPE OR PRINT--) E �i � 17 E _�MM
APPLICANT. NAME AND TITL
PAGE
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LOCATION MAP N
SITE INFORMATION
OWNER
sW65MN IMMLL 109PrtP1 s HIM LUNL
9. U.S. IIIDX'MRr NO.1
BONI. FlA9G J]eb
ATIFMIDN: OR, JEFFREY SASE
ZONING
Ln
PERMITS REQUIRED
IND" W+Fn CMMR UIMY PdNT
WATEF3JWASMWATER SOURCE
dIM . NNEN DOMM DOMES WATER I.WN
NEW FUME 1 SFAMN W MAN M'FR COUNTY MU ES SESFD ILVN
MOM ON SITE SPDC r AND UMWREID (TO BE Pfl^RWNED)
TAX PARCEL I.O. NUMBER(S)
JI-]D�8-OCOIJ-OOED-OOODID
SITE ADDRESS
DAB u.s MOESITY IM.1
Sf&.SIWI. FWNG XUUA
LEGAL DESCRIPTION
LOT H. LOSS AND EXODI ME WESTERLY 1&tt FFEE AND
LT S.
1£55 AND IXCER ME WEBTEMY 20.11 FEET M EOF, OLSON J.
WA NAtOH'S WON ON ILCMNND TOME FEAT MEREDP. AS
W MAT IN AT SOON J. POLE IE, OF THE MOM DEMOS
OF ST, WCIE DU MY, NLNDY SUO LWD AMME IN MOM RNFA
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TOP EL. D 12 B �1
304 SS TRITON
SNITCH DISCO NNE LECTRIC POWER FROM MAIN 8
INVERT EL.� NEMA 4X FUERGLAS HOUSE PANEL
CONTROL PANEL r
AL� AL
_H.L.A. EL.
2N0 PUMP ON EL.�F-P J S
(29 SEAL OFFS
—IST PUMP ON EL.� CBi-3 Byry� 15.25
59X _ ATER LEVEL CONTROL PLIu
PUMPS OFF EL ® O PUMP NO. 1 M1 R5 SF
- BOTTOM EL
SEE ELEVATION CHART FORE)THRU® LJ
O1 LEVEL CONTROL DIAGRAM I AALUAORBM /
2 N.LS. NOTE
WATER SERVICE FOR LIFT STATION PROVIDED IS HOSE BIB ON NORTH SIDE T HOUSE.
FEBLO MODEL N825Y ONE' THROW SWITCHED DISCONNECT O TI MOUNTED WITH CONTROL
PANEL TO REAR WALL OF RESIDENCE AT THE WET WELL LOCATION.
ELECTRICAL RISER
ELEVATION CHART WGVID I 2 xss.
NUMBER OF ERO'S I
LIFT STATION TYPE SIMPLEX
LELEVPTItl!
II TYPE OF ESTABLISHMENT SINGLE RE$.
I DIAMETER OF WET WELL CF T> 3.00 I ACCESS COVER SHALL BE
GRADE 12.40 I ALUMINUM ACCESS HATCH LOCKED BY CONTRACTOR.
x TOP OF WETWELL 12.50 N COVER (LOLKAHLE>
6 WATER TIGHT
x TOP OF VALVE VAULT 12.50 FIBERGLASS WET WELL
1 b INLET INVERT 11.00 SCH BO BRASS, BRONZE, DIP., UNION DR FLANGE
c HIGH LEVEL ALARM I0.80 EMERGENCY PUMP OUT
tl HI PUMP ON N0. 1 I/4' PVC. BALL VALVE W/ QUICK CONNECT CPUS
W/ ! 1/4' % 2' E➢UCER FIBERGLASS VALVE BOX
1 e Ist PUMP ON 10.31 (LOCKABLE)c 2' P.E. DISCHARGE
f PUMPS OFF 9.15 `LINE (36' COVER)
I q BOTTOM OF WETWELL 7.50 ` ,EXIST. 3' H.D.P.E. FORCEMAIN
1 36' I
I VE
NOTE,
ELEVATIONS ARE BASED ON SITE BENCH MARK SEE \1C4' SCH HO EXISTING 2' POLY SERVICE AND VALVE
PAGE ONE. \\\LL
2' BALL VALVE 2'0 RE PIPE
ON CAP. 2' PVC. BALL VALVE INSTA TRAFFIC LOADING
OLIFT STATION PLAN - SIMPLEX STATION (SINGLE PUMP) VALVE BOX
2 MTs.
2' PVC VENT W/ ACCESS COVER FOR LIFT STATION 3' EMERGENCY
STAINLESS STEEL SHALL BE LOCKE➢ BY CONTRACTOR. PUMP OUT W/ 3'
PUMP DATA CHART INSECT SCREEN WATER TIGH FIBERGLASS VALVE BOX 2' COMPANION
ACCESS LOVER (20' x 20' x 20' In FLANGE AND 2'
OE)PRIMARY PUMP CAPACITY 28 GPM '{/ ALUM COVER INSTALLED
BALL VALVE
1
I m pRIMHRY TOM 48 FT 2' SIZE (2-3) FIELD I
INSTALLED KNOCKOUTS
I ® SECONDARY PUMP CAPACITY n/x FOR ELECTRICAL
1 (A SECONDARY IBM n/A CONDUITS
I m PEAK INFLUENT FLOW RATE .94 GPM FIN GRADE
L, Ap ® E= 12.50
I ® PUMP CYCLE TIME ID MIN. """' "' LV. 1 I/4' L4' NIH
I(Z) pUMP SYSTEM MANUFACTURER MYERS
III) GMP MODEL N0. MG200-21P ] HI1LITING BLE 1 1/4' SCH HO
Its) R.P.N. I 3450 jj BRACKET 90` REND PVC. DISCHARG'
I ® HORSE POWER 2.0 (S.S.)
I(a) €LELTRICAL-VOLTS/PHASE 230/1 SEE ELEVAT[ 36' MIN.
CHART 1 1/4' PV0. 2' P.E.
U. LOAD AMPS ISA SS LIFT, BALL VI
® LOCKED ROTOR AMPS 53.8 CABLE 6 1 CE; % 2'
1 (CD PUMP DISCHARGE SIZE I-L4' Lys REO
I ® l!IIIN. DIA. SOLIDS I N/AL -1 V4' SCHBO 2' BALL VALVE
I ® IMPELLER TYPE I 4-1/2' ELO PVC
4' INLET L2' 'T' I BRASS, BRONZE, DIP.
FIELD INSTALL 36 2' MIN.
(BLDG. SERVICI
LATERAL) 1 114' SCH 80 PVC
5'
MAX. DEPTH SS PUMP
LIFTING B COMPONENT LEGEND
FR - FLOAT REGULATOR
CIE - CONTROL TRANSFORMER
WSTR `TOR ETM - ELAPSED TI METER
1N p PUMP DISCHARGE WITH SEALING FLANGE AM - ALARM HOR
GROAT 1S AHS - ALARM HORN SILENCER
TO t SLOP 3/4 CY CONCRETE GROUT LA - LIGHTNING ARRESTOR
TO PREVENT FLOTATION SC - START CAPACITOR (10)
RC -_ RUN CAPACI (10)
GR� - START
TTERRMBNAL STRIP
_ ® '- a - GROUND
EL
FS - FUSE
RTS - REGULATOR TERMINAL STRIP
N - NEUTRAL
O/L OVERLOAD
MCB - MAIN CIRCUIT BREAKER
-
THE ENGINEER OF RECORD SHALL NOTIFY THE ECB EMERGENCY CIRCUIT BREAKERqqCppp QTp
COUNTY INSPECTOR OF THE LEFT STATION BASIN ANTI -FLOTATION FLANGE C/B - CIRCUIT �UITR REAMER
COMPLETION AT LEAST FIVE WORKING DAYS CCB _ CONTROL C
PRIOR TO SCHEDULING OF LIFT STATION START-UP P1 _ PUMP I
TO ALLOW FOR A FINAL INSPECTION MS _ NO STARTER
RL - PUMP RUN INDICATORS
OL _ OVLRLO P H TEAS
GFI _ nApDFfRNE IA, SWITCH
OLIFT STATION SECTION
2
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mE®IMS p. ulBE EN
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2O SIMPLE% PUMP CONTROL PANEL WIRING SCHEMATIC
N.M.
FURNISH OE BARNES HEAVY DUTY SUBMERSIBLE
GRINDER PUP. PUMP SHALL BE CENTRIFUGAL TYPE
WITH ROTATING CUTTER MOUNTED ON THE PUMP
SHAFT. THE STATIONARY CUTTER STALL BE MOUNTE
IN THE ADJUSTABLE BOTTOM PLATE. SHREADING
SHALL OCCUR OUTSIDE OF VOLUTE TO AVOID
FACES, THE OIL CHAMBER SMALL BE FITTED WITH A
MOISTURE PROBE EXTENDING FROM THE BMW OF
THE MOTOR HOUSING INTO THE OIL CHAMBER. THE
PUMP MOTOR SHALL BE AIR FILLED AND HAVE CLASS
'F' INSIII.ATED MOISTURE RESISTANT WINDINGS.
BIMETALLIC THERMAL SWITCHES SHALL BE IMBEDDED
INTO EACH PHASE OF THE WINBMG TO SENSE HIGH
TEMPERATURE.
FLOAT HOLDER SHALL BE MADE WITH 304SS ONLY
THE FIBERGLASS BASIN SHALL BE MANUFACTURED
FROM COMMERCIAL GRADE POLYESTER RESIN. THE
COMPLETE WET WELL SHALL HAVE A DYNAMIC
LOADING OF 16,000 FT - LBS AND SHALL NOT
DEFLECT VERTICALLY DOWNWARD MORE THAN A X' AT
THE POINT OF LOAD APPLICATION WHEN LOADED TO
24,000 LBS.
THE FIBERGLASS VALVE VAULT SHALL BE 2'X20'X20'
DEEP ME MEET THE REQUIREMENTS PER INCIDENTAL -
TRAFFIC H-10 LOADING AS ESTABLISHED BY ASSHTG THE
COMPRESSION STRENGTH SHALL BE AT LEAST ILOW PSL
FLOAT SWITCHES SHALL BE L4 LISTED TYPE
'S-RDTOFLOAT' WITH 30 FEET OF PVC CABLE.
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umLTsvMnas (UNPAVED EASEMENTS) M—I
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NOTES
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moon EYN Eov3RY TRENCH DETAIL
OERMTMmXP OR
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OBSIRIICIRi1 RA y�S plq Ta v.,
5L� _ X ; P8S3112 UMW
HR AL��A E AT E S LR RCPOSUF PIPE
EFLECT®1
El EEVATION
1jB.ISV yEy IXt REUBEAM. U WATER MARS U➢APIMI AMr E%ISTWG Vt
pRR191ER INANITY. VMRN T SNOSMY SRVFR, SIIWM SEMEP 6t
RESSWE TYE SA TT SEVFA. WASTEWATER. SMMVAIER FORCE RM,
OR PIFEIME CONVEYER EELARW11 WATER SWV.L E LAIO SO THE OUTSIDE
E THE WATER ARE IS AT EAST SO Rl]G. Mm PEFERAELY 12 INCES.
AMW W M PASS M ELOV RE WR W ,E E1NER PPELIE. IT
IS flRIDAEE 10 LPY 11E VATEIt Wp .NONE TE OTME0. PIPCLE.
a AT OIOOr LPLSSOR QE PLLL THEE I AR VAIER THE PATE MAN EE
,URAT. B WILL
RE OR AR WE RIKR PIE GT S9 THE WATER MAN
JEO1iS VRL E AT AS fOS5P1E FMOI I OIFER UL BE AS
THAT ALL
VAT. Ai IN J LRORIE9 THE APES SHRLL I ROM ALL SO
THAT R1 VAIiA MILE .RATS AE AT LEASL 1113E EEL FROM M1
,IIDXIS E VAOIIM IYFE SRATTMY SEVERS, STORM EVES. STW...
T@CE MARTS OR PRALINES CONVEYING RECLUSES WATER AMR AT LEAST
SIX FEET FROM RA .NHS ON O4VETY OI ME34YEIYE EM'RAVY
SEVES. VASSEVATN FOIE RIDES, W PEEL➢'. .1. AR.
VATE0.
3R(HSIMILT STNOMO WISEIR NOT N EXCTEE lax OF THE
xNA3x'N6RC MCMWp .OEf EnEEr1OL
N'O1MEq MESIRpi R RETIMIXf M4r E USN AS AMMOVEO w OLOJS
EHGINEFAIN4
SSE TMLER VEE RELAY. x-13
SIIRL RE .DATED A MEMNJM
HTAL SPAWTEX EiNL WE DOW OF TOO POPE KOS TE
DRAWER E THE PRE FROM ANY FS RAMENTi RAVE GROUND STRKTMEE
TSF. WALLS, TREES, TRN6FWER PATS. ETCJ AND A FORERUN MALUNTPL
Q GASS NTIM, TEIEPINE LOFySR. UTTl ... ORSIGOM ANYR TION NINS.Ell
woun enmR LYWxTY AS.
DTMmTS�sY UTILITY CROSSING N_q
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SAFE. YM'"'F1pR ELEVATION
NOTES
S.
COLON PIYCR PATINIT NE
ARRAKER _ VALVE AND BOX M-5
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PLAN VIEW
NOTES AEA IZ — RA wnE - Rm[ vAm
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mwwrwvm WTw®�Mtnee. vAna•. uYs.
FREMMUMA —GGq
D®DPI VALVE BOX PAD IM-6
UTILITY NOTES
L
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO
EXCAVATION.
ON a-n
MOTI0 Z96
E.
WSPECTHIM ON FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE COUNTY OR
10. v
OTHERAGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE
PORK IN ACCEPTANCE WITH ALL APPLICABLE PLANS, SPECIFICATIONS, ORDINANCES, REGULATIONS
M 1 w-
AND "OIL
t
3.
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY WE CONTRACTOR AND IF ANY
T
A A A
DISCREPANCIES ARE DISCOVERED, THE ENGINEER SHALL DE NOTIFIED IMMEDIATELY.
A
4.
ALL SANITARY SEWER FORCE MAINS SHALL BE CONSTRIITEB WITH A MIN. OF 36' COVER.
� m."
5.
SHIN DRAWINGS SMALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND INDIAN RIVER
FNCASFME#T DETAILS_
COUNTY UTILITIES PRIOR TO FABRICATIM AND INSTALLATION
MITES
6.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND IRC UTILITY DEPT. A MIN. OF 40 HOURS
PAPER TO THE START OF CONSTRUCTION.
).
ALL PRESSURE TESTS FOR FORCE MAINS SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
aTumi vArzR xwi xm wvw
EXPENSE. CONTRACTOR SHALL COORDINATED THESE TESTS WITH THE ENGINEER W RECORD
AND ITC UTILITY DEPT, PRIOR TO THEIR COMMENCEMENT. CONTRACTOR SMALL PROVIDE
�m w me,i��
ENGINEER WRITTEN RESULTS OF ALL TESTING.
m '
R.
THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -BUILT
CONSTRUCTION PLANS THAT SHOW THE CONSTRUCTED LOCATION OF ALL MAIN, FITTINGS, VALVES,
s wAv a w u munE oenm wo i¢T,m manor
LATERALS, MANHOLES, AND OTHER WATER AND SEVER APPURTENANCES. THE FORMAT FOR SRN➢
PLANS SMALL BE APPROVED BY THE ENGINEER PRIGRE TO SUBMITTAL
UTILITY ENCASEMENT
a.
9.
FORCE MAINS SHALL BE FLUSHED AT A WM VELOCITY W 25 FPS PRIOR TO PRESSURE TESTING.
IR
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD NOTIFY THE DOWNER OF CHANGES OR
DEVIATIONS FROM THE ORIGINAL CONSTRUCTION PLANS PRIOR TO CONSTRUCTION AND SAID
CHANGE M DEVATIOM
IL
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD EXISTING STRUCTURES,
UTILITIES, ROADWAYS AND INFRASTRUCTURE. ANY DAMAGES SHALL BE RETAINED BY THE
CONTRACTOR AT HIS EXPENSE.
12.
TRACE WIRE SHALL BE INSTALLED OVER ALL SEWAGE FORCE MAINS. 814 SINGLE
CONDUCTOR COPPER TRACE WIRE SHALL BE AFFIXED TO THE TW BE THE PIPE
SEE TRACE WIRE DETAIL FOR SPECIFICATIONS.
0.
WE DOWNER WILL PROVIDE THE CONTRACTOR A BASELINE AND BENCHMARK FOR THE
CONTRM:TUR'S USE IN CONSTRUCTION OF UMUES. THE CONTRACTOR SMALL PERFORM, AT HIS
OWN EXPENSE ANY ADDITIONAL SURVEY WORT( SUCH AS GRADE STAKES, OFF -SET STAKES AND
CUT SHEETS.
14.
FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT THE
TEST PRESSURE SHALL BE 100 PSL
O.
FORCE MAIN PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER
OR HIS REPRESENTATIVE FOR TWO GR) HOURS INDURATION OR AS ACCEPTABLE TO INDIAN
RIVER COUNTY UTILITIES AT AN AVERAGE PRESSURE OF UU PSI. ALLOWABLE LEAKAGE WILL BE
CONFUTE➢ BASED ON AWWA C600 FOR DIP AMID AWA C605 FOR TWO.
L = NI 1/2 WHERE L = LEAKAGE ALLOWABLE (GPH)
j 4 N = NUOER OF JOINTS
D - NORMPL DIAMETER @ACRES)
P = AVERAGE PRESSURE PSO
16. THE BACKFRL OVER ALL SANITARY SEVER FORCE MAWS THAT IS TO BE
INSTALLED UNDER PAVING IS TO BE COMPACTED IN 12- LIFTS MAX. TO A MIN. OF 95Z MAXIMUM
DENSITY WITH R MECHANICAL TAMPER M OTHER MEANS ACCEPTABLE TO THE ENGINEER. THE
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COFACTOR TEST RESULTS AT 400' INTERVALS
AT HIS EXPENSE BASED ON AASHTU T-100 SPECMCATMS
V. THE CONTRACTOR SHALL CALL 'SUNSHINE STATE GE CALL W FLORIDA, INC' AT
1-000-432-4170 PRIOR TO ANY EXCAVATION. ITS THE LAW W THE STATE OF FLORIDA
111 2' POLYETHYLENE TUBING SHRILL COMPLY WITH APFLICABM.E REONREM S FOR PE-3408
EXTRUSION COMPOUND POLYETHYLENE PLASTIC MATRIM. AS STATED IN AVVA C-901-88,
OR LATEST REVISION, AND SHALL COMPLY WITH THE FOLLOWONO TUBING SHRLL HAVE A WORKING
PRESSURE OF 200 PSI AT 73.4' F AND SHALL BE GLASS S!I®TH, AND SMALL BE FREE FROM BLNPE
AND IRREGULARITIES. TUBING DIMENSIONS RM TERERANCES SHRLL CORRESPOND WITH THE VALUES
LISTED IN ASTM B-PE39, WITH A STANDARD DIMENSION RATIO (SBR) OF 9. TUBING SHALL BE
FULLY LABELED WITH BRAND NAME AND MANUFACTURER. NSF SEAL, SIZE, TYPE BE PLASTIC
MATERIAL AND ASTM DESIGNATION WITH WHICH THE TUBING COMPLIES. JOINTS FOR POLYETHYLENE
TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND
COWLING MIT. STAINLESS STEEL TUBE STIFFENER INSERT SHALL ALSO BE USED FOR P.E. TUBING
SERVICES.
19. ALL VO SCH 40 PVC SAM SEWER UTILITY CONSTRUCTION FROM THE EX. BUILDING to LIFT STATION
AND 1'0 SON 40 PVC WATER SERVICE LINE FILM THE METER TO THE RESIDENCE SHALL MEET THE
REQUIREMENTS W THE 2010 FLORIDA PLONBDG CODE
a
<_.. ,.wm
11H
SANITARY SEWER
FDEP SEPERATIUN REQUIREMENTS
a
NEW OR RELOCATED UWERGRONND WATER MAWS SHRLL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF
AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN WE OUTSIDE W THE WATER MAIN AND THE
WTSOE W ANY EXISTING OR PROPOSED WAVITT- ON PRESSURE -TYPE SANITARY SEVER, WASTEWATER
WIT REGULATED LINTER PART III OF CHAPTER
Q
FDRCE MEIN, ON PIPELINE CONVEYING RECLAUIED WATER
Z
62-610, F.A.C. THE MINIMUM HORIZONTAL SEPERRTION DISTANCE BETWEEN WATER MAWS AND
GRAVITY -TYPE SANITARY SEVER SHALL BE REDUCED TO THEE FEET WHERE THE SOUTH OF THE WATER
O <
MAIN IS LAID AT LEAST• SIX INCHES ABOVE USE TOP BIT THE SEWER ON NEW RELOCATED, UNDERGROUND
WATER MAINS CROSSING ANY EXISTING OR PRGPGSED EBAVITY- M VACUUM TYPE SANITARY SEVER SHAL
3
MS
BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (NOES, MID PREFERABLY IF INCHES,
(/I U
ABOVE OR AT LEAST 12 INCHES BELOW THE GUTSY W THE OTHER PUTLINE HOWEVER, IT IS
PREFERABLC TB LAY THE WATER MAIN ABOVE THE OTHR PIPELIE
IAI 2
THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE LENGTH MA WATER PIPE SHALL HE
y v
TIE PATEN MAIN MINTS WI BE AS FAR AS
HEUTW PIPELINE THE
CENTERED THE I
CENTERED ABOVE
IS.7PLLL
E THEE E. A L F THE PEES STS I BE
POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, EU SOON THREE FEET FROM .MINTS IN
SO THAT ALL WATER MAIN JOINT ARE AT LEAST
In+i1
VI m w
VACUUM -TYPE SEWERS, OR PIPELINES IN6 ECLAT WATER EG UNDER PART 1[1
ITYULNTEB
L MIMED
-610, FT
OFC CHAPTER ET FRO
W CHAPTER 62-610, F.AE. AND AT LEAST SIX FEET FROM ALL JONTTI W GRAVITY- OR PRESSURE -TYPE AIAUM
URRN yo
SANITARY SEWERS, WASTEWATER FORCE NON PIPELINES CURVETTING RECLHINWATER WATER NGT 1
,T,0,0 0
or62-61
REGULATED UNDER PART III CHAPTER 62-610. FAG
TS1:2
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17749
ii. 1753 N. Indian River Drive — Mark Titone
INDIAN RIVER COUNTY
DEPARTMENT OF UTILITY SERVICES
MAJOR USER WASTEWATER AND/OR WATER
UTILITIES CONSTRUCTION PERMIT
APPLICATION FORM
A. APPLICANT
NAME i e o ra E 1€S LL C
ADDRESS 4c6 17a� ),A L,4w£
CITY Yf&. QEA�-_L STATE fc. ZIP CODE =�LZ%6
TELEPHONE ( )90-
B. OWNER/AUTHORIZED REPRESENTATIVE (IF DIFFERENT FROM APPLICANT? '
NAME
ADDRESS
CITY
TELEPHONE ( )
C. PROJECT
STATE ZIP CODE
PROJECTNAME I'1S3 N. Dr. SG�imSTi s�N
PARCEL ID 30-?cj-21- ppceJ- 0o00•000(m-,C
LEGAL DESCRIPTION Sf t A-A.4tLf.
TYPE OF PROJECT�s
HOURS OF OPERATION ->Y 4ir
Fs-
ANTICIPATED CONSTRUCTION SCHEDULE START
COMPLETION AO)-S7
HAS PROJECT HAS BEEN REVIEWED BY PLANNING BOARD, PRE -
APPLICATION AND TECHNICAL REVIEW COMMITTEES YES
NO
PRE -APPLICATION AND/OR PROJECT No. ASSIGNED BY PLANNING BOARD
No. N )-A
ALL PROJECTS WILL REQUIRE AN ENGINEERING REPORT SUBMITTED WITH
THE UTILITY APPL E ATION PERMIT DEFINING THE PROPOSED PROJECT'S
IMPACT ON THE IAN
RIVER COUNTY DEPARTMENT OF UTILITY SERVICE
SYSTEM (INITIAL)
PAGES
THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE
COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY
ENGINEERING STANDARDS. GUIDELINES WILL BE MADE AVAILABLE AT THE
INDIA IVER COUNTY DEPARTMENT OF UTILITY SERVICE
(INITIAL)
D. METHOD (S) OF FLOW DERIVATION (CHECK APPROPRIATE LINE IS)
( X } EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE
( ) SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE
( ) EXISTING FACILITY/PREVIOUS RECORDS
9. ERU DETERMINATION TABLE ICOPY ATTACHED):
TYPE OF ESTABLISHMENT S d,7!€ 64a J.
l
SQUARE FEET
APPLICABLE UNITS FA'v
WATER:
PROJECTED FLOW 1ERUs) x 250 GALLONS / DAY = c GPD(ADF)
WASTEWATER: 1
PROJECTED FLOW J_(ERUs) x 250 GALLONS / DAY = of S rJ GPD (ADF)
2. SPECIFIC INDUSTRIAL USE:
TYPE (S) OF USF._
WATER:
PROJECT FLOW
WASTEWATER:
PROJECT FLOW
3. EXISTING FACILITY/PREVIOUS RECORDS:
THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST
RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED
FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT
SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE
ANTICIPATED FLOW. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO,
TWENTY-FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF THE
DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS OF
OPERATION, TYPE OF USES, NUMBER OF EMPLOYEES, ETC.
E. GENERAL:
ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED
(ESTIMATED) AVA
PAGE 2
ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED
(ESTIMATED) IVIA
HIGH STRENGTH WASTE - YES' NO
o IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION
B O D (BIOCHEMICAL OXYGEN DEMAND)
S S (SUSPENDED SOLIDS) /L/O
PHOSPHORUS N�
F. OTHER REQUIREMENTS:
9. WILL THE DEVELOPMENT UTILIZE THE FOLLOWING?
RETROFIT EXISTING PLUMBING FIXTURES WITH
WATER SAVING DEVICES YES X NO
IRRIGATION REUSE SYSTEMS YES �< NO
IF YES, PLEASE ATTACH A STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO
INCLUDE SUPPORTING THE DOCUMENTED HISTORICAL DATA.
PLEASE NOTE: MANUFACTURERS LITERATURE IS NOT ADEQUATE.
2. ZONING
EXISTING ZONING ON PROPERTY TO BE DEVELOPED XM-(,
IS EXISTING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT?
YES NO
3. PLATTING
IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED
DEVELOPMENT? _YES NO
IF YES, PLEASE INDICATE THE PLAT BOOK AND PAGE NUMBER
PLAT BOOK I PAGE Imo_
4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
IS A WATER OR SEWER EXTENSION REQUIRED? YES NO
PAGE 3
IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE
ISSUANCE OF A COUNTY PERMIT
5, SITE PLAN
YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF -SITE
SANITARY SEWER AND/OR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF
CONNECTION(S) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE
WATER SYSTEM.
6. ITEMS SUBMITTED WITH CHECK LIST
❑ PROPERTY APPRAISERS MAP/EQUIVALENT (FOR LOCATION)
❑ SITE PLAN (REQUIRED)
❑ BUILDING PLANS
❑ FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPECIFICATIONS
7, SEE ATTACHED PROJECT CHECKLIST OF ITEMS REQUIRED FOR FINAL PROJECT
C.O.
SIGNED
l
TYPE OR PRINT oNE
APPLICANT: NAME AND TITLE
DATE L1 - a 0 • 020 17
PAGE
Carole Jean Jordan,cFc 2016 PAID REAL ESTATE
Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
(ALT. KEY ACCOUNT NUMBER I PROPERTY ADDRESS TAX CODE I ESCROW I
l 1002074 130-39-31-00001-0000-00002/6 11753 INDIAN RIVER DR N, SEBASTIAN, 32958 I 2A
SKIP THE TRIP - Pay online at www.IRCTax.com
If Postmarked By Mar 31, 2017
Pie ase Pav $0.00
Discount
TITONE PROPERTIES LLC
606 DAHLIA LANE
VERO BEACH, FL 32963
Paid 03/28/2017
4 1 ion:
ANUST PAR SUB ESTATE OF PBS 1-19 PART OF
LOT 2; PARCEL 83.58 FT BY 195.4 FT AS
See Additional Legal on Tax Roll
Receipt 400-00010164
$1,378.48
PAY IN U.S. FUNDS TO CAROLE 3EAN JORDAN, TAX COLLECTOR- P.O. BOX 1509, VERO BEACH, FL 32961-1509 - Ph: (772) 226-1343
a
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011
CLL
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as
owa
QW
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to 0
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3
Taxing Authority
Telephone
Millage
Assessed Value
Exemption
Taxable Value
Tax Amount
COUNTY GENERAL FUND
772-226-1214
3.3602
65,010
0
65,010
218.45
EMERGENCY SERV DIST
772-226-1214
2.3010
65,010
0
65,010
149.59
SCHOOL STATE LAW
772-564-3180
4.5620
65,010
0
65,010
296.58
SCHOOL LOCAL
772-564-3180
2.8480
65,010
0
65,010
185.15
CITY OF SEBASTIAN
772-388-8205
3.8000
65,010
0
65,010
247.04
ST JOHNS RIVER WATER
386-329-4500
0.2885
65,010
0
65,010
18.76
SEBASTIAN INLET
321-724-5175
0.1007
65,010
0
65,010
6.55
MOSQUITO CONTROL
772-562-2393
0.2515
65,010
0
65,010
16.35
HOSPITAL DISTRICT
772-770-0935
0.8443
65,010
0
65,010
54.89
FLORIDA INLAND NAVIG
561-627-3386
0.0320
65,010
0
65,010
2.08
LAND ACQUISITION END 04
772-226-1214
0.3143
65,010
0
65,010
20.43
18.7025
Authority Telephone Amours
COUNTY LANDFILL FEE 772-226-1300 102.61
SEBASTIAN STORM WATER SERVICES 772-388-8232 60.00
Scan to Pay Online
(Total Ad Valorem Taxes $1,215.871
Total NnAd Valorem Assessments $162.611
ITaxesBAssessments $1,378.4811
Tax Questions
(772) 226-1343
------------------------------------- - ----------------------- - -------------------------------
j DETACH THIS PORTION AND RETURN wrrm YOUR PAYMENT(
l Carole JeanJordan,cFc 2016 PAID REAL ESTATE
Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
Pk0
ALT. 100 0 4 130- 9-31 00001 0 00 00 02/6 11753INDIAN RIV R DRPN,RSE STIAN, 32958 ITAx2ODE I ESCROW
(
SKIP THE TRIP - Pay online at www.IRCTax.com
If Postmarked Byl Mar 31, 2017
Please Pav $0.00
Discount
TITONE PROPERTIES LLC
606 DAHLIA LANE
VERO BEACH, FL 32963
LanaI Desaiptton:
AUG
UST PARK SUB ESTATE OF PBS 1-19 PART OF
LOT 2; PARCEL 83.58 FT BY 195.4 FT AS
See Additional Legal on Tax Roll
Paid 03/28/2017 Receipt 9 000-00010164 $1,378.48
3120140,0168011 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL
BK: 2735 PG: 1103, 2/5/2014 2:J7 PM D DOCTAX PD 5385.00
Troasure Coast Tfte Agency of Vero, Inc.
n75 2001 Street, Suite 130
Vora Beach, FL 32960
P: 772-299-5022 Fan: 772-299-6026
Courthouse Box 9 60
This Document Prepared By and Return to: 04. d. /y
Christine F. Canady �,% ✓-u
Treasure Coast Tit a Agency of Vero, Inc.
3375 20th Street Ste. 130
Vero Beach, FL 33y960
Rnanrd:S 'M
Ooe stnm:..s: s
Pereel ID ,N.ber•. 30-39-31-00001-0000-00002 / 6
Warranty Deed
This Indenture, Madetnis 29th dayof
Shawn King Barrett a/k/a Shawna D
Individually and as Trustee of The
Trust dated March 22, 1994
of the, County of Bartholomew
Titone Properties, LLC, a Florida
January , 2014 A.D., Between
King, an unmarried adult,
Shawna D. King Revocable Living
Sate of Indiana , grantor, end
Limited Liability Company
whose adds, m 606 Dahlia Lana, Vero Beach, FL 32963
of the Coanty of Indian River I sees of Florida , grantee.
WitnesSeth the,the GRANTOR for and in..idcmtion fau, sum of
------------------------TEN DOLLARS ($10)----------------------- DOUARS.
read other good and valuable consideration an GRAWOR is hand paid by GRANTEE, the rteeil whermf is heart, ae1o,owkd aJ. has
granted, burgeoned and sold to the said DRAWEE and GRAN'ItE'S heirs, successors and assigns Pram e, the following desenhed land eituam,
beingand being in the Cauntyof Indian River Stan, of Florida mast:
Commencing at an iron pipe at the intersection of the North line of
Lot 2r August Park Subdivision in Section 32, Township 30 South,
Range 39 East, and the West Right -of -Way line of US Highway No. 1,
said plat of August Park Subdivision being recorded in Plat Book 1,
Page 19, Public Records of St. Lucie County, Florida; Thence run West
on the North line of said Lot 2 a distance of 145 Peet to the Point
of Beginning; Thence continue West along the North line of said Lot 2
a distance of 195.40 feet; Thence run Southeasterly parallel to the
West Right -of -Way line of US Highway No. 1, a distance of 83.58 feet;
Thence run East parallel to the North line of said Lot 2, a distance
of 179.68 feet; Thence run North perpendicular to the North line of
said Lot 2, a distance of 65.30 feet; Thence run West parallel to the
North line of said Lot 2 a distance of 15.72 feet; Thence run
Northwesterly on a line parallel to the West Right -of -Way line of US
Highway No. 1, a distance of 11.10 feet to the point of beginning.
Said lands now lying and being in Indian River County, Florida.
Together with a perpetual easement for Right -of -Way of 10 feet for
ingress and egress to said above -described property, beginning at an
intersection of the North line of Lot 2, with the West Right -of -Way
line of US Highway No. 1, for a distance of 145 feet West along the
North line of said Lot 2 to the property conveyed above.
The aforesaid reference to US Highway No. 1 is to be construed to be
that certain road Right -of -Way that was in existence in December of
1975.
and the grantor does hereby fully warrant an, tide to said lend. end "I defend the same against lewfbl claims of ell persons whaaau t..
t.n. enema M o ohp•y synme IR, tole curl rs'111 ram ttxv.s
BK: 2735 PG: I It"
Warranty Deed -Page 2
P.rcal lD N.mb.r: 30-39-31-00001-0000 -00002 /6
In Witness Whereof, the panlor has he..nnm an is hand and and and day and year first above wnncn.
Signed, sealed and delivered in our presence: The Shawn. D. King Revocable
Living Revocable Trust dated
\\�ryy , March 2, 1994 n
MIl.C.Al.(j lily/ l/.Cf%3e.0. /�'*�7 '// (Seal,
Priate arms: S awn. King Barrett a/k/a Shawna D.
Witness King, Individually S as Trustee
PO. Addmas: 9035 W. County Road 750N. El"bellnown.IN 47232
Pate ._n,T
Witness
(Corporate Seal)
STATE OF Indiana COUNTY OF aimdr�5j-,r q /7j7 5
The f going imaumem wo inknowledged bclLrc an 0a OlO, -` any of January . 2014 by.
Shawna Ring Barrett a/k/a Shawna D. King, an unmarried adult,
Individually and as Trustee of the Shawna D. King Revocable Living
Trust dated March 22, 1994
who is personally known to an, or who has produced his as identification.
wan ha t
Printe ame: LaqQ
Notary Public
My Commission Espires:
Nati0la��
L.IS
Prn1A.
13-4578 ...n c.�..na.ro o..p.. sr•....:R my nu:.w.nass.—sawas
INSTALL PRIVATE UFT
SATION WET MU -
UTILITY
PER DETAILS STA
CONSTRUCTION BASE
O+OG smTH O/S
UNE IS NORTH
PROPERTY UNE OF
i6.JY; TOP EL=6.1
PARCEL O BEARING
WOYJO'00'W
FNO 15 REBAR STA
CAP PA-S. 52.6 NO /5 REBAR — — — 0+W cT
CA 1 15 5 NO CAP (0.4' NORTH) (5 90'0000" W)(ASSUMED) (195.40') I w
I T r
INSTALL 4'0 SCH 40 PVC SLOPED
AT 1/8' PER FT. THROUGH
y EXISTING SEPTIC TANKTO BEING
WN TO � ABANDONED GONET WELL g
0`.
CONNECT TO D. eO PVC SEINER
- N
LINE FROM RESIDENCE
1AOe
E%ISTING WOOD DECK TO BE
66
REMOVED AS NECESSARY TO
\ J
ABWDON EX. SEPTIC TANK (TOP
U,5,56t AND PLUMB SANITARY r
\
SEVER SERVICE TO PRIVATE LIFT
STATION 117E
mW
EXISPNTWO-STORY SINGLE
�J
FAMILYBE RESIDENCE TO
FAMILY
CONNECTED TO PRIVATE LIFT
STATION FOR SVN. SEWER SERVICE
Yn
GRAPHIC SCALE
IN FBB )
I Imh E0 IL
INSTALL PRIVATE LIFT \ \
SATION VANE VAULT
PER DETAILS STA
0+03 SOUTH O/S
73.64'; TOP EL-6.1 NO /4 REBAR \
CAP OLD IRON PIPE \
INSTALL CONTROL STA 1+88.27
PANEL TO REAR
WAOF RESIDENCE STA a STA STA
LL
1+00 2+ 2+51
(145.00') T _ :2
r� sa S.w s.33 I 4.oz 4o so — — S..
u 1 LZ 10'INGRESs & EGRESS�ASEYENT y
i \
0 INSTALL WB' OF NEW 0:
180 0 2'0 POLYETHYLENE N. Z
d FORCE MAIN (36' MIN. > +\y
0 COVER).
o, }$
EX WELL TO
5 INSTALL 1.0 SCH 40
_ _ __ __ — m PVC WATER LINE
FROM WATER METER
TO IX. RESIDENCE
WELL AS PER PLA�
(N 90'00'00' E) (179.68') T / 245.W SIT jr. kLIAk
I
CAP P.LS. 4859 TYP.]_
u
252.01'
INSTALL 1'0 SCH %0
All-
EXISTING 15' WIDE NON-IXCLUSIOV PVC WATER UNE
PUBLIC UTILITY EASEMENT APPROVED BYPASS AT HELL
BY INDIAN RIVEN COUNTY. PUMP FOR PUBLIC
\
WATER SERVICE TO
\
RESIDENCE.
NOTE: PURSUANT M F.B.C. PLUBING CODE 603.2
(EXCEPTION 2) WATER SERVICE PIPE CAN BE
INSTALLED IN SAME TRENCH AS BUILDING SEWER
PROMDED SEMR IS CONSTRUCTED OF MATERIALS IN
TABLE 702.2. MAINTAIN A MIN, OF 12° VERT.
CLEARANCE BETWEEN WATER AND SEVER PIPE.
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em bNM1M my tln c"Y
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II. Iemm mnw�°6vIPo "1l eN a. i"1nMl wn�°n.
o T' .. w rn• ...• awlwe. a v..w.
ek N� f�°W.W°rmy
m.Nlwebl rM.°:� �Yv°,�..+
1. °a,. ". m m.mme 1° w n.e wvm.
NMt OMy�m (xN' fl°bA9 DiFI AI
Mw�oNb.�.
y � i unm. vA °u� s F ma
�4b Fi xs m"m"mnm mt wwa�u F!m"IM Nm
�p�
D TRAFFIC
MAINTENANCE PLAN
(FOR SANITARY SEVER TAP W WEST SIDE OF N. INDIAN
RIVER OR.)
SCALE: N15
INSTALL 2' REDUCED
PRESSURE BACKFLOW
�EX. SHED —
SWEEP FORCE MAIN ON APP.
45' ANGLE (4 LOCATONS
TYP.) AROUND IX. SHED.
INSTALL 45' 1'0 FITTINGS ON
BUILDING WATER SEIMCE UNE
(TYP.)
GENERAL NOTES
EX. FIRE HYDRANT
I.R.C. BENCHMARK SM003021
EXISTING I'0
WATER SERVICE
M/ METER BOX.
CONTRACT TO
FIELD ADJUST
LOCATION AS PER
PLAN
\STA 2+4SOUTH O/S 70.85'
INSTALL 10" 4' BY TAPPING SLEEVE.
4-0 TAPPING VALVE & 4' % 2'
COMPANION FLANGE. CONNECT PE
FORM MAIN. TAPPING VALVE &VAVALVE
PAD TO MATCH IX. GRADE
OWNER W CONNECT TO EX. RESIDENCE
TO PUBLIC WATER. OWNER SHALL AUIHMUE
AND PAY I.R.C. HOOK-UP FEES FOR I.R.C.
TO PROVIDE WATER SERVICE AVAILABLE
AT MST R.O.W. UNE OF INDIAN RIVER OR.
AS SHOWN PER PLAN.
1. SUBJECT PROPERTY APPEARS TO UE IN FLOW ZONES 'X' & 'AE-G' AS
SHOWN PER PLAN PER FE)MAL EMERGENCY MANAGEMENT AGENCY ROW
INSURANCE RATE MAP NUMBER 12061=103 H. EFTECTVE DEC. 4, 2012
2 SEE SURVEY BY PICKERING & ASSOCIATES, PROFESSIONAL LAND SURVEYORS
JOB NO. 14-018, DAM 1-29-2014. FOR PARCEL LEGAL WSORPRON &ADDITIONAL
BOUNDARY AND TOPOGRAPHIC INFORMATION.
3. BENCHMARK - INDIAN RIVER CO. BENCHMARK BMW W21, X CUT IN NEST FLANGE
BOLT OF FIRE HYDRANT ON EAST SIDE OF INDIAN RIVER DR. 2W NORM OF TIE
CENTER OF THE ADDRESS 17M, EL-7.25 MAW BB
SITE
LOCATION
SCALE: HTS
LEGEND
MAP
CM m CONCRETE MONUMENT
.b. - ORTCIAL RECORDS BOOK
P.O.C. - POINT OF COMMENCEMENT
P.O.B. = POINT CF BEGINNING
EL ELEVATION
(p) = DEED CALL
(0) = OBSERVED DATA
PRM = PERMANENT REFERENCE MONUMENT
€� = WATER METER
® EXISTING MILL
-WOW FENCE
21.3 = EXISTING GROUND ELEVATION
PROPOSED GROUND ELEVATION
}�� = EX. UVE OAK
EX. 12'0 CABBAGE PALMS
(TO BE REMOVED)
L-1: 11.10'
S25°42'42"E
L-2: 15.72'
N90°00'00"E
SITE DATA:
TOTAL FARM 512E - .341 ACRES
I.R.C. TAX PARCEL NO. 30-39-31-00001-0CM-00002.6
MUNICIPAL ADDRESS: 1753 N. INDIAN RIVER DR., SEBASTIAN. FLORIDA, 32958
ZONNING: RM-6
LAND USE M-1
.6 N]� R�MO`bE�uIGPX6
i-8p0P0µ—r432-4770
YR�K�
.x:F ew u. emMNt Jy lm m Sxa, ai x vcnre mnv x <W+ x sem, rt ww Jmmnm vc neJ".e to w Jm' wu�v In c°n.nFn °u dt vohee M °<r ucc v msc vs wxc Jxvnn<c m °m r.vrvm�cwn. eN.°v. aur. x awr' mmt"tn ey "acc Jevscnn ey vmm a ..Pvwy p <ca ewn cwmt JF TJee n i"m. t2 mJ�< w "+ n^w^i ugyrpt u�' q fit, tow " nrn. ve
R
ryryryF.M'�' Ir
F
pp
H. Z
OO
Z
W o
.�17
"' Flllfm aIIM
IC 2ImY
9ffT
C1
OF 3
15619
,2 B
304 SS. THROW
B _I SV FI ➢ISCGNNE LECTRIC PCIVER FROM MAIN
—A4% FIBERGLA
CONTROLjt5l
HOUSE PANEL
AL n AL _ PANEL
n LIGHTNING ARRESTOR
�ELECTRICINN E➢ BY
o�®XI t
1(27 SEAL OFFS
CBI-3 SWIM 15.25 A% LPLI TO PUMP ENU 1CONTROL
RS SFAUDIBLE LoiU L'
ALARM
NOTE-
. WATER SERVICE FOR LIFT STATION PROVIDED BY HOSE BIB ON NORTH SIDE OF HOUSE.
'FEBCD MODEL #BBSY OAE' THROW SWITCHED DISCONNECT TO BE MOUNTED WITH CONTROL
PANEL TO REAR WALL OF RESIDENCE AT THE WET WELL LOCATION.
—TOP EL.
_INVERT M.
INL _ H.L.A. EL.
_ 2N0 PUMP ON EL.D
_IST PUMP ON EL-0
PUMPS OFF 0 m
Y1 BOTTOM EL.0)
SEE ELEVATION CHART FORDTHRUOD
% 11 LEVEL CONTROL DIAGRAM
2
ELEVATION CHART (NGVD)
NUMBER OF ERU'S I
I LIFT STATION TYPE SIMPLEX
IELEVATIOI
I TYPE OF ESTABLISHMENTSINGLE RE$.
I DIAMETER OF WET WD 1 41) 3
I GRADE 5.75
I n TOP OF WETWELL 6.1 I
I n TOP OF VALVE VAULT 6.1 I
1 b INLET INVERT 4.80 1
I c HIGH LEVEL ALARM 4.75 I
1 d. End PUMP ON MIA I
I N Ist PUMP ON 4.25 I
I f PUMPS OFF 3.09 I
D BOTTOM OF WETWELL 1.1 I
I
I 1
NOTE1
ELEVATIONS ARE BASED ON I,R.C. BENCHMARK
BM003021, X CUT IN WEST FLANGE BOLT OF FIRE
HYDRANT ON EAST SIDE OF INDIAN RIVER DR. 200'
NORTH OF THE CENTER OF THE ADDRESS 1733,
EL=7.25 NAVD 88
I PUMP DATA CHART
Lm RIMARY PUMP CAPACITY 30 GPM
1 (2)TtINAR' T➢H 75 FT I
I CD 'ELUNBARY PUMP CAPACITY No
I (D ISECONOARY TDH Na 1
I m FEAK INFLUENT FLOW RATE .94 GPM I
1 ® PUMP CYCLE TIME 1 10 MIN, I
I O WUMP SYSTEM MANUFACTURER MYERS I
I ➢D DUMP MODEL NO. ING200-21P I
1 ® .PM. 1 3450 1
1 MD1HURSE POWER I 2.0 1
[ELECTRICAL--VOLTS/PHASE
1 239/1 1
y'rtT1�1
LOAD AMPS
15.0
rULL
® LOCKED ROTOR AMPS
I 53.8
1CD (PUMP DISCHARGE SIZE
1 1-1/4' 1
10 IMIN. DIA, SOLIDS
I MIA
ICD (IMPELLER TYPE
1 5'
ELECTRICAL RISER
2
TUFT STATION
2
WIS.
ALUMINUM ACCESS HATCH ACCESS COVER SHALL BE
L CCOpVERR (LOCKABLE) LOCKED BY CONTRACTOR.
B VATER TIGHT
,FIBERGLASS WET WELL
2' BALL VALVE
ON CAP. 2' PVi
PLAN - SIMPLEX STATION (SINGLE PUMP)
N.T.S
2' PVC VENT W/ ACCESS COVER FOR LIFT STATION 3' EMERGENCY
STAINLESS STEEL SHALL BE LOCKED BY CONTRACTOR, PUMP OUT W/ 3'
INSECT SCREEN WATER TIGH FIBERGLASS VALVE BUX 2' COMPANION
ACCESS COVER (20' X 20' X 20' ➢) FLANGE AND 2'
/ ALUM. COVER PVC BALL VALVE
2' SIZE (2-3) FIELD
INSTALLED KNOCKOUTS
FOR ELECTRICAL
CONDUITS
FIN GRADE
2' 2' MIN
ABLE
HOLDING 1 1/4' SCI BO
BRACKET 90p BEND PVC. DISCHARG
S.S.)
SEE ELEVATIC 1 1/4' PVC J 2• P E 36' MIN.
CHART SS LE I BALL 4' X
CABLE L 6 1 V, % 2'
REDUCER
L I/4' SCHBO 2• BALL VALVE
ELT® PVC
4' INLE 2' 'T' 1 BRASS, BRONZE, DIP.
FIELD INSTALL D 36'-fir--
(HLDG. SERVILE
LATERAL) 1 1/4' SON 80 PVC
COMPONENT LEGEND
MAX. DEPTH SS PUMP FR - FLOAT REGULATOR
LIFTING B CTR - CONTROLTRANSFORMER
A"ALApEpNppEEMETER
MMOR>
CONTRACTOR LAANTS -_ LIGHTT{NIgNgG ARRESTORR
GROUT15 PUMP DISCHARGE WITH SEALING FLANGE MC - MUNRLAPACITOROR BGO>
TO 1 SLOPE I CY CONCRETE GROUT SR - START RELAY
P S - PUMP TERMINAL STRIP
TO PREVENT FLOTATION FUSE
RGROUND
GULA RE
SD _ TOR TERMINAL STRIP
RTS
EL® N - NEUTRAL
O/L OVERLOAD
MET -MAIN CIRCUIT BREAKER
ECB - pp[[EME[[ppR11>>GENCpRpRYqq�C�C[[uuCIREEMpqIT BREAKE
P�H _ C@ITPRIOL OTEUTOR
BCIRLUITRBREAKER
THE ENGINEER OF RECORD SHALL NOTIFY THE PPPPPIIII 11
COMPLETIONCOUNTY PATTLR OF THE LEAST IVELIFT WOR WORKING DAYS BASIN ANTI-FLOTATIBN FLANGE RL - MPUMP OTOR
RSTARTER TORS
PRIOR TO SCHEDULING OF LIFT STATION START-UP OL - OVERLOAD ppHEATERS
TO ALLOW FOR A FINAL INSPECTION.
GFI _ DUPLE%FGRNP�OFMA�PT RELEP
O4 UFF STATION SECTION
z
miy m eu apuenY sM e,r eti wrMr oy rme x sem. PE n �prye mny x ime w tMn. PL wn evvwnu v. pre�we m nn om• .anr e, •vn•e,dn .xn .W maM Ms pun' pn x .wy pt we, e.
NOTE: MOTOR MUST HAVE INi[i(NALI —
PUMP POWER CIRCUIT OVERLOAD PROTECDON. IIIII
230V - i PH - 60Hz mNX
�D PAGE
PUMP
MOTOR 1
I 1 PUMP RATINGS:
15.0 F.L.A.
GENERATOR RECEPTACLE-
230VAC—,PH-20A
ALARM FLOAT ALARM
LJ �,.Lna LIGHT REO
3 TEST
— SR
� SILENCE L_
AUDIBLE
ALARM
xm
WoT NAR PANEL D5004NEIT MUST BE PROYRXD BY INSINIEB
MSNEO UNES WNNAE ROTS NET CONINIE➢ IN THE PANEL
f.. ... NI PG A YNIIW 6 . IbPPfR 1
OSIMPLEX PUMP CONTROL PANEL WIRING SCHEMATIC
z x.Ts
FURNISH ONE BARNES HEAVY DUTY SUBMERSIBLE MEMBER PUMP. PUMP
SHALL BE CENTRIFUGAL TYPE WITH ROTATING CUTTER MOUNTED ON THE
PUMP SHAFT. THE STATIONARY CUTTER SHALL BE MOUNTED IN THE
ADJUSTABLE BOTTOM PLATE. SHREADING SHALL OCCUR OUTSIDE OF VOLUTE
TO AVOID CLOGGING, THE CUTTER SHALL BE 440C STAINLESS STEEL AND
HARDNESS OF ROCKWELL C-55. PUMP SHALL BE EQUIPPED WITH TWO SEALS,
THE LOWER SHALL BE MECHANICAL TYPE WITH SILICON CARBIDE FACES.
THE OIL CHAMBER SHALL BE PITTED WITH A MOISTURE PROBE EXTENDING
FROM THE BOTTOM OF THE MOTOR HOUSING INTO THE OIL CHAMBER. THE
PUMP MOTOR SMALL BE AIR FILLED AND HAVE CLASS 'F' INSULATED
MOISTURE RESISTANT WINDINGS. BIMETALLIC THERMAL SWITCHES SHALL BE
IMBEDDED INTO EACH PHASE OF THE VENDING TO SENSE HIGH TEMPERATURE.
FLOAT HOLDER SHALL BE MADE WITH 304SS ONLY,
THE FIBERGLASS BASIN SHALL BE MANUFACTURED FROM COMMERCIAL GRADE
POLYESTER RESIN. THE COMPLETE WET WELL SHALL HAVE A DYNAMIC
LOADING OF 16,000 FT - LBS AND SHALL NOT DEFLECT VERTICALLY
DOWNWARD MORE THAN A Y ' AT THE POINT OF LOAD APPLICATDIN WHEN LOADED
24XOO
TO 24A00 CBS,
THE FIBERGLASS VALVE VAULT SHALL BE 20'X20'X20' DEEP AND MEET THE
REQUIREMENTS FOR INCIDENTAL TRAFFIC H-10 LOADING AS ESTABLISHED BY
ASSHTD. THE COMPRESSION STRENGTH SHALL BE AT LEAST 11,000 PSI.
FLOAT SWITCHES SHALL BE UL LISTED TYPE 'S-RUTDFLCAT' WITH 30 FEET OF
PVC CABLE.
NTB - NEUTRZ TERM. BLOCK wNu a Re owPixe
mfu mec
1-80A-Z2-;;
m .m ..seuux eWr, w., m. pm.. mpvpum pr mn. sai„x,u er �s x .m..mr w+'me nc�t usme pr yroe x uru. vi n=�++e m u. r. r.� iwnMa �c..' m zmr. ram x mnt rc
�nnamm
9ffT
C2
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15619
BETMIGGN TPK MONTHS
(SEE Wf£ ID U AS SERSH
SL6E PS ISCR � _�--f�SIE➢ W.
S`P`
i
C ( SI RM LAYERS
RR RrHER PPPIAVEB
M
MAINrPM 1RFIII:H NOO TO PCWEVE
VIBM Y-0' R®VE 9B% COIlPCi1011
t@ @PPE (RACE 110iC 41
j
INXdIN WILIER �l�GGXNAX
PApG ®A19ETl1iP%X3/4' BN BmBTNGMAXR@ltMERECONDITI NS RESUME SR6
ELEVATION
NOTES
U IF1MP 6 GNOTGNOi AS MpiM4➢ M T°m AF2 AYVM MiWv6
NRlID4 V0121BIDSAS ZiE U S.M if816
Mmofl GHASSMAR mMx NOG N w.w1Y
x.9m4a1. mlYlIBl M Ma0.G om mm. u.L on® rM xW vWTPY FORS
A.
>w>vmm v . FRB m w ee.
RTRfGI� vYix xrxa� vm..raA �xaa ma caw I•
®.W MML N c LM mm•. GNG. i°e2
IRAGo'm°YrA:m .• IN ALL AM WAS SITAR. A-M TP.a voR aaLL Almz
P .PAIR. E..mvn.. AI.A.. WAY. WAX REAMED m RM A
®xONG. MY v M
pU vOL�ai..MmITAt�MXNq SIG6PAE0¢. vwp(vw Is v¢ siW01r.
a RiwEm ...r.RL•a AGlm...G AG`X -GA
.GN.,mWW^. TRENCH DETAIL mAr
.ER XXOGRAGE (UNPAVED EASEMENTS) M-I
TMNaG vlvM
ISEpCyN FmyIR#Ly TRMll V01N v'. 4'!OX
PAVE . N SU6A4E I6STu4T 01
IB. 1M
GENECTIM iME \�'' v /
LUGGAGE, AME
VCFE IQIL
IN S LIFTS AT
\
SIX
U, TO B•SMIO -�I f'
(g1 NTNE Al .N
IN%RPJM WA TR LEV6
L
S' -1
LAYERS
�AT
ALLWA$E WA10�
LRMIRIILTI@1 1• I:y'§i'1 �+�iDul.>e:.}(: -
1.
\
L4' WA RLBBW iB'G IC P@F @" `�6TMBE9 SILL
W PEA ALN VKJE M
[6aWTpaS PEWOC
T�cNvmN FI
EVATION
NOTES
m G,pAM�YGm. eS rvmmxvao ✓ nwx AeovL sGrK unwID
C RGmO .. AA AYrP W` ME -
S IRV OR/a° xOmN. w Y [dNSrM IX ®W wM WARN nl®n[ um
w xK N.G aKA_ AAt aAAmA My xTMr. mrm. mevR¢
a � o �A.m sorr mu m rwwle r-m
w o4nr vlm 1101w oval OUT IWIc
A . OKrmimrawGNtwmNLLVLL°MR.w.av@+r.r.
-PMAA.NX..
a rK.¢rtnl.+TAR.a.m.a.R ..dr1-RAG'.mr
p0. rwE N . AAMR_ GMW VN. LM -. EvrtOx rA.
mx GG.I.L HSAR�VM. .R.1M.rKK%vMW RL..EB
GmA.. GX NL PAGE .TAa xln
.*mNOEm.RAN.vxr. X.NLrK m....T WONR90.riG 04..WG1'.
cmAMr ®.o w . r. rm ..
AwW.ERdRDY TRENCH DETAIL '^
D°ml®��@ I (PAVED AREAS L SHDULDER9 M-2
FINISIEB Q1P0
OBSTRICI16i 36`GFOMVE4�
ESVIE New
SETS
XE NO t-LEGGIER A lfil LPIPE
FpR,UEAC�iPetE Pi rK FT1%% @ EWTPREWBM .@
ELEVATION
NCITES
pGG OR BELO MT ' VACUM 0.NB WATER
SANITARY SE rR, SSR6 Mal' EXISTIM 6G
PRESSURE TYPE SA TARP S TYPE STEWA SEVER. SNUB SEVER R1
PRESSURE TYPE SANITARY SEWER. WASTEWATER, WATCH IMA SrIWXVUX G FORCE RRSar
OF PPEL AT R MAN IS T LEAST IX ENPLL BE VJS GO YORE WNSIBS
AR MAATRLEAST I2 AT LEAST
BTHE OJiSSU INCHES, AND IF TTHE G PREFERABLY
DIE IT
IS PREFEMBLE TO NAY THE WIER MAIN ABOVE THE SrMffR PIPELINE
A, STILL, EIASS ME S, U{ NU_ t£NLTH GF WATER MAW PIPE SWLLL BE
VENTURES ABOVE OR BELOW THE OTHER PIPELINE SO TM WATER NAM
JOINTS WILL BE TO AS POSSIBLE FROM THE OMW P6flJ.K
ALTERNATIVELY, AT NM ENTRU DIGS. THE PIPES SMALL BE MANAGER SO
THAT ALL WATER HAM JOINTS ARE AT LEAST TIRE FEET IBM M1
MINTS IN VACUUM TYPE SPWTARr SEWERS, TTMN SEVERS. STWNVATER
FORCE MAWS OR PIPELINES (IIIVEYMG REMAINED WATER AN. AT LEAST
SIX FEET FILM ML JOINS W GRAVITY W PRESEUROYPE SANITARY
EE �. WASTEWATER FORCE
MA, 0PIRMTHER CUIVEYMG REMARKS
VP
B�TUESOHAz BY rE
NPRMAGNUCROSSING �LECTION
`OMER WINDS OF RESTRAINT MY BE MEO K APPROVED BY S CONS
CREUEERWG.
`SEE TRACER LANE OETPR. M-I.
$1NLL BE LOGIEr A MM
ISSN. SEPPRP ION K T11 TM VENT OF E WIPE PINS IRE
DIAMETER OF THE PIPE FROMNSFO MY PRMER ASS. RATS PAVE MENSA HETUGHT.
SEPARATION TWITURES
CRAWL TO AFORT <4) FEET FILM ANY ALMOEP AO NOHGRWT ES
US. GAS NVM, IMEAND E LINES, CARE LREE. MIGRATION .1 ETC.1
RGN AXAGRvAllm'
@ UTILITY CROSSING IM-4
SAAR
AWASE
NOTES
AWLY,
X. 4. .1
L RM US
USR"
e
MEARMMER ES'IU
SXff` GP
UM®MhCO
v.m+m m Gm. mX Hf
AR
VALVE AND BOX, I
SSAWAR
NOTES
I ..Ica
"IB'a"'"Y TRACE WIRE
STUTES.@@ M DETAILS M-13
AR pr�m�meA
1
AW mat..
PLAN VtEI
NOTES
.m .OWL S[MwIG R!F-VMG
L ,ID MXXAAAA
p1�R.L - REM YAATEY
Rm. -.wN
LxNl�imnvm eu1°Qw a'vr�i•[miKA.TR�i Nm�siW°v ma � uxn[�aRMw°
a cart m Lm tse.B rv.Y P.rrwR.
Ilmn�iwp wi iiw® vm�A E91�SrNEP.R NAI.W. S'.e,W.
' •wM'. w'm2 vimv G APRI[eac
M JACK RRH m N.41GGf STN.VR K wLv'aYE
. EY. I. wv. x6Al. M vwK ml RS N u[.'Am.a OWL C LVFM v11N M O%
m ABALA AU WUH MX A` AR v. AA R M mN
A.i W.l NY. M1Y. vm M R . M vKK mt
.AR a
Bowa R.BICRMT
� VALVE BOX PAD M-6
UTILITY
wa
NOTES
bli
-
1.
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIM TO
_
EXCAVATION.
$Q
2
INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE CWNTY
E
OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE
}�
VICTIM A -A
yplZ,^g^
WORK IN ACCORDANCE WITH ALL APPLICABLE PLANS, SPECIFICATIONS, ORDINANCES, REGULATIONS
!E
AND LAWS.
3.
ALL DIMENSINS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF PINY
.wr
DISCREPANCIES ARE DISCOVERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY,
x
4 n a n m
4.
ALL SANITARY SEWER FORCE HAMS SHALL BE CONSTRUTED WITH A MIN. OF 36COVER.
n
A A A T A S.
SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND INDIAN RIVER
o
COUNTY UTILITIES PRIOR TO FABRICATION AND INSTPLLAT➢BM
w 3
CLASS1 DLBSS-z 6,
THE C➢NTRACTOR SMALL NOTIFY THE ENGINEER AND IRO UTILITY DEPT. A MM, OF 40 HOURS
FN A MFT jl AI
PRIOR TO THE START OF CONSTRUCTION.
x➢irs >.
T FOR INS SHALL BE BY THE CONTRACTOR AT HIS
ALL PRESSURE TESTS FOR FORCE MA A COSTS
camas nrwxR .mm wrm ivRx
_ _ _
CONTRACTOR SHALL CWR➢MATED THESE ES S WITH
EXPENSE. CMTRAC TESTS WITH THE ENGINEER OF PROVIDE
AND GO SHALL PROVIDE
Y DEPT. PRIOR TO
LTESTMG.ENCEMENT. CONTRACTOR
®®® Opp(
IA €
�Vr�ilvnm°fd�"rnwrmo�mec°®M•u"lio"gx
.'�' mI,�r.
ENGINEERUVR[iTTEN RESULTS OF
iii BE! a5 I $ g
4
A.",. TAXW v np mm MKI
A.wGw -1. 9.
THE CONTRACTOR SHALL. SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES M AS -BUILT
�wor�� s-uyal mg-
v�� ""'S."
CONSTRUCTION PLANS THAT SHOW THE CONSTRUCTED LOCATION OF ALL MAIN, FITTINGS, VALVES,
SEWER APPURTENAP S. THE FORMAT FOR SAID
m-
`met
mwrm,awmwn
.cam
mA,F=
LATERALS, MANHOLES, AND OTHER WATER AND
PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO SUBMITTAL.
RPe,
Aw.maR.AAAAAwA.AAAA,WYASA
. vn a w =. WlATAZ �'°` �, 9.
ro
FORCE MAINS SHAL4 BE FLUSHED AT A MIN. VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING
E j
HF•i{ E s
UTILITY ENCASEMENT ID
IT SHPLL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF CHANGES OR
jy �
o
`�m..•m �•mm.n
DEVTATiMS FROM THE ORIGINAL CONVISUCTIGN PLANS PRIOR TO CONSTRUCTION AND SAID
CHANGE M DEVVATIM,
a �$
_ ^ S
.e.x m.,m...m
11.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD EXISTING STRUCTURES,
W °
UTILITIES, ROADWAYS AND INFRASTRUCTURE ANY DAMAGES SHALL BE REPPIREO BY THE
mA
/1_
CONTRACTOR AT NOS EXPENSE.
Y'I g
12.
TRACE WIRE SHALL BE INSTALLED OVER ALL SEWAGE FORCE HAMS. B14 SINGLE
pl y
CONDUCTOR COPPER TRACE WIRE SHALL BE AFFIXED TO THE TOP OF THE PIPE.
ri+•+Y
SEE TRACE WIRE DETAIL. FOR SPECIFICATIONS
10
THE OWNER WILL PROVIDE THE CONTRACTOR A BASELINE AND BENCHMARK FOR THE
YMI
CONTRACTOR'S USE IN CONSTRUCTION OF UTILITIES. THE CONTRACTOR SHALL PERFORM, AT HIS
OWN EXPENSE ANY ADDITIONAL SURVEY WEAK SUCH AS GRADE STAKES, OFFSET STAKES AND
F g
CUT SHEETS.
3
14,
FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT THE
i
TEST PRESSURE SHALL BE 100 PSI.
8.,. %
l5.
FORCE MAIN PRESSURE TESTS SHALL BE COMPUTED IN THE PRESENCE OF THE ENGINEER
F/'1. m
OR HIS REPRESENTATIVE. FOR TWO (2) HEMS IN DURATION OR AS ACCEPTABLE TO INDIAN
-
RIVER COUNTY NTY UTILITIES AT AN AVERAGE PRESSURE OF 100 PSL ALLOWABLE LEAKAGE WILL BE
A..N
COMPUTED BASED O! AWWP C6M FM NP AND AV VA C603 FOR PVC
x
�
L - NEW 1/2 WHERE L = LEAKAGE ALLOWABLE (GPM
° EE:
J.4A N = NUMBER OF JOINTS
Q a -°
G
IT= NORMAL DIAMETER (INCHES)
[�
sm
P = AVERAGE PRESSURE (PSI)
C-r
Is.
THE BACKFRL OVER ALL SANITARY SEWER FORCE MAINS THAT IS TO BE
FY
a�8
INSTALLED UNDER PAVING IS TO BE COMPACTED IN 12' LIFTS MAX. TO A MIN OF 95X MAXIMUM
DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE ENGINEER. THE
-
CONTRACTOR SMALL PROVIDE THE ENGINEER WITH COMPACTION TEST RESULTS AT 40D' INTERVALS
AT HIS EXPENSE BASED ON AASHT11 T-180 SPECIFICATIONS.
N,
V.
THE CONTRACTOR SHALL CALL 'SUNSHINE STATE ME CALL W FLORIDA. INC' AT
1-800-432-4170 PRIOR TO ANY EXCAVATION. ITS THE LAW IN THE STATE OF FLHRDA
IPSy''!I
18.
2• POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR PE-3408
EXTRUSION COMPOUND POLYETHYLENE PLASTIC MANUAL AS STATED IN AVVA C-901-89,
ETl
M LATEST REVISION. AND SHALL COMPLY WITH THE FWLOWING TUBING SHALL HAVE A WORKING
W
PRESSURE OF 200 PSI AT 93.4' F AND SHALL BE GLASS SMOOTH. AND SHALL BE FREE FROM HUNTS
AND IRREGULARITIES. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND VON THE VALUES
LISTED IN ASTN 11-2239, WITH A STANDARD DIMENSION RATIO (S➢RI OF 9. TUBING SHALL BE
FULLY LABELED WITH BRAND NAME AND MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC
MATERIAL PAD ASTN DESIGNATION WITH WHICH THE TUDING COAPLIES. JOINTS FM POLYETHYLENE
TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND
LOURING NUT. STAINLESS STEEL TUBE STIFFENER INSERT SHALL ALSO BE USED FOR PC TUBING
SERVICES.
E�
19.
ALL 4'0 SCH 40 PVC WAN, SEVER UTILITY CONSTRUCTION FROM THE EX. BUILDING ID LIFT STATION
AND SCH PVC WATER SERVICE LIME FROM THE AFTER TO THE RESIOEN[E SHALL MEET THE
D
REQUIREMENTS OF THE 20D FLORIDA PLUMBING CEDE,
FE���wy/�411!
In
SANITARY SEWER
EDEP SEPERATION REQUIREMENTS
ull
NEW M RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL INSTANCE
MY
OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER HAM AND
a O
THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEVER,
VASTEVATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IN
K
OF CHAPTER 62-610, F.A.0 THE MINIMUM HDRIZONTAL SEPERATIM DISTANCE BETWEEN WATER RAMS AND
GRAVITY -TYPE SANITARY SEWER SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM W THE WATER
(n
MAN IS LAID AT LEAST SIX INCHES ABOVE THE TOP W THE SEWER NEW M RELOCATED,
UNDERGROUND WATER MAINS CROSSING ANY EXISTING M PROPOSED GRAVITY- M VACUUM TYPE
SANITARY SEWER SHAL BE LAID $0 THE OUTSDE OF THE WATER MIN IS AT LEAST SIX INCHES. AND
PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE Or THE OTHER PIPELINE.
HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PMELME.
r Z
AT THE INTUIT CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH M WATER MAIN PIPE SHALL BE
CENTERED ABOVE M BELOW THE OTHER PIPELINE SO THE WATER MAN JOINTS WILL BE AS FAR AS
MCE.E(
yn.1M I
h' O
POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE
ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST TUNIC FEET FROM ALL MINTS IN
O Z W
VACUUM -TYPE SANITARY SEWERS. M PIPELINES CONVEYING RECLAIMED WATER REGULATED UMBER PARTHT
IN M CHAPTER 62-610, FA.C. AND AT LEAST SIX FEET FROM ALL MINTS IN GRAVITY- OR
g m Go
PRESSURE -TYPE SANITARY SEVERS, WASTEWATER FORCE MAINS. M PIRLINES CONVEYING RECLAIMED vA.. uNINAI
WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.AC. exAvpp4. 8:W}'$`
AS HALM RPORE W3JM°
ML
-800-432-1/70
ARM
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IT T2 0 -
NYSr
fl.I.B.}B
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C3
OF 3
15619
iii. 705 Cleveland Street —Thomas Haynes
SEBASTIAN CRA - SEPTIC -TO -SEWER GRANT PROGRAM
APPLICATION NO.
SEBASTIAN CRA SEPTIC -TO -SEWER GRANT PROGRAM
GRANT APPLICATION
1. APPLICANT INFORMATION
Name of Applicant: 'ten WPti�TS
Mailing Address: (' 3 014 f`)Y F K R , � �C-
Phone Number:
Cell Number:
E-mail Address:
2. PROJECT LOCATION
Address of Property:
Parcel Number(s):
Property Tax Status:
'A95S
^3 ? (o-?�I-\43ciG
C3)• '�30o
k In C,147 ".. -11-)G ! ti.&Ad. C.o n-,
oS` e LE✓�cr�N?� S i_
sa �S7aS % iP N . -rL
31.39- 06 -nGn/l -0000. OUoOYO So 6 o s7.G
Cvtu e NT
3. DESCRIPTION OF PROPOSED IMPROVEMENTS
Pi-opo6N of l k G,4• +F .,a
�o Sa ✓i t
I syppprE f;4 ., re C" aAJ t1 ,� A�AlJddN
4. ESTIMATED COST
Please provide information on the following items:
A. Cost of Current Septic System Closure $ 1 ddo.d0
B. Estimate of Connection to Indian River Utility System $ �2 f7, od
C. Permitting $ 50. ed
D. Design and Construction Costs $ 2.1 as o. dd
TOTAL ESTIMATED PROJECT COSTS $ :96 ?67, oG
Approved by CRA Board — 2/8/17 Page 2
SEBAS71AN CRA — SEPM-TO-SEWER GRANT PROGRAM
Has the applicant applied for other regulatory grant funding to remove the targeted septic
system? (Please check appropriate answer) YES —_ NO
If Yes, please answer the following questions:
Who was the grant award from?
How much was the total award?
Signature(s) All owners must sign.
The information supplied in this application is true and correct.
/ /1
PAnted Name a TIOa
�����
STATE OFO/'�dtt
COUNTYOF
PIVA'/4 X/(.
Pdn ema and TIUe /
/Ian. /l���t »V'✓
slptaTtre � _— �
The foregoing instrument was acknowledged before me this,2i7daJJy of
20- ] by ��7nn c2 T7Q Vn c'S d �70/y)c-s .6 AIc2V/7e.5
who is/are personally known to me or has/have produced /),,Z .# 11J20 -/ 79 ';if as 7'U
identification. _4 DIL 0' - Sc2 -// 7
r MY COMMISSION f FF 106964
(SEAL) 11QQ;,_6°,V
w EXPIRES: July 26. 2018
Bonded ThmM mPudic Uft&Mbn
Notary Public, Commission No!r=�/e696 Y
(Name of Notary, Printed or Typed)
This Section for City Use Only
Date Application Received.
Date Application Reviewed:
Recommendation to CRA:
Action by CRA:
Approved by CRA Board - 2/8117 Page 3
INDIAN RIVER COUNTY
DEPARTMENT OF UTILITY SERVICES
MAJOR USER WASTEWATER AND/OR WATER
UTILITIES CONSTRUCTION PERMIT
APPLICATION FORM
A. APPLICANT
NAME
ADDRESS (c3 dam{ Rw e
CITY St�.eS^}.10 STATE E ZIP CODE 3 QL9s
TELEPHONE 4�3 Y o a
B. OWNER/AUTHORIZED REPRESENTATIVE (IF DIFFERENT FROM APPLICANTI
NAME cD0 fl �.t� -7a4 j�-�
ADDRESS 91y -abHy
CITY 1Lj2l J cJ S ae l STATE fL ZIP CODE 3Q g C
TELEPHONE ( ; -)D - SS 'I- 3 L 9 9
C. PROJECT
PROJECT NAME q�(ILaGTId_. �,<(> IGS CLVWFL2qND S,S&q,.s-7'PN
PARCEL ID 73 ��' OoaIG- OOGp- 06044.G -ripK, p
LEGAL DESCRIPTION,) er �; S . L � 7 , lock I . FdT�L. A� ER IPCir
`CY 5-T. N 4
TYPE OF PROJECT l SYq 1l a - 1,p 4.o / % _N
76-r , ki cj 4 .-ck -Vr
HOURS OF OPERATION
ANTICIPATED CONSTRUCTION SCHEDULE START
COMPLETION
HAS PROJECT HAS BEEN REVIEWED BY PLANNING BOARD, PRE -
APPLICATION AND TECHNICAL REVIEW COMMITTEES YES
NO >�
PRE -APPLICATION AND/OR PROJECT No. ASSIGNED BY PLANNING BOARD
No. tl� A
ALL PROJECTS WILL REQUIRE AN ENGINEERING REPORT SUBMITTED WITH
THE UTILITY APPLICATION PERMIT DEFINING THE PROPOSED PROJECT'S
IMPACT ON TNE_ INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE
SYSTEM I (INITIAL)
PAGE
THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE
COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY
ENGINEERING STANDARDS. GUIDELINES WILL BE MADE AVAILABLEAT THE
IN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE
N. (INITIAL)
D. METHOD (S) OF FLOW DERIVATION (CHECK APPROPRIATE LINE (S)
( X) EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE
( ) SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE
( ) EXISTING FACILITY/PREVIOUS RECORDS
1. ERU DETERMINATION TABLE (COPY ATTACHED):
TYPE OF ESTABLISHMENT (S`I6 s�- N7r., / z ( Clsi eu vZ
SQUARE FEET ) S y t tf I I A'S I-kk) Gs
APPLICABLE UNITS ERU 'c
WATER:
PROJECTED FLOW (ERUS) x 250 GALLONS / DAY =
WASTEWATER:
PROJECTED FLOW '� (ERUS) x 250 GALLONS / DAY = S °�
2. SPECIFIC INDUSTRIAL USE:
TYPE (S) OF USE
WATER:
PROJECT FLOW
WASTEWATER:
PROJECT FLOW
N
3. EXISTING FACILITY/PREVIOUS RECORDS:
GPD(ADF)
GPD (ADF)
THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST
RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED
FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT
SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE
ANTICIPATED FLOW. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO,
TWENTY-FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF
THE DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS
OF OPERATION, TYPE OF USES, NUMBER OF EMPLOYEES, ETC.
E. GENERAL:
ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED
(ESTIMATED) N I1\
PAGE 2
ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT
REQUESTED
(ESTIMATED) O
HIGH STRENGTH WASTE - YES' NO
IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION
B 0 D (BIOCHEMICAL OXYGEN DEMAND) N(I70
S S (SUSPENDED SOLIDS) IV IA
PHOSPHORUS N ��
F. OTHER REQUIREMENTS:
1. WILL THE DEVELOPMENT UTILIZE THE FOLLOWING?
RETROFIT EXISTING PLUMBING FIXTURES WITH
WATER SAVING DEVICES YES NO
IRRIGATION REUSE SYSTEMS
YES _CX NO
IF YES, PLEASE ATTACH A STATEMENT CERTIFIED BYA PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO
INCLUDE SUPPORTING THE DOCUMENTED HISTORICAL DATA.
PLEASE NOTE: MANUFACTURERS LITERATURE IS NOT ADEQUATE.
2. ZONING
EXISTING ZONING ON PROPERTY TO BE DEVELOPED G
IS EXISTING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT?
YES NO
3. PLATTING
IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED
DEVELOPMENT? Z< YES NO
IF YES, PLEASE INDICATE THE PLAT BOOK AND PAGE NUMBER
PLAT BOOK oD PAGE / O
4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
IS A WATER OR SEWER EXTENSIONRQUIRED? YES X NO `` ,,
PAGE
IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE
ISSUANCE OF A COUNTY PERMIT
5. SITE PLAN
YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF -SITE
SANITARY SEWER AND/OR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF
CONNECTIONS) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE
WATER SYSTEM.
6. ITEMS SUBMITTED WITH CHECK LIST
❑ PROPERTY APPRAISERS MAP/EQUIVALENT (FOR LOCATION)
❑ SITE PLAN (REQUIRED)
o BUILDING PLANS
❑ FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPECIFICATIONS
7. SEE ATTACHED PR CT CHECKLIST ITEMS REQUIRED FOR FINAL PROJECT
C.O.
SIGN�d�3I�✓ _ DATE
TYPE OR PRIN67T 0^4`Sf
APPLICANT: NAME ND 11 LL" /
PAGE 4
0.t Carole Jean Jordan,cFc 2016 PAID REAL ESTATE
'C)@ Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
(ALT. KEY 1020310 1ACCOUNT NUMBER 31- 9 06 00016 0 00 00 04/0 I705 CLEVELAND ST,R SEB RTY N 32958 ( TAX I ODE I ESCROW j
SKIP THE TRIP - Pay online at www.IRCTax.com
�IfReceived By Apr 28,2D17
�Please Pav S0.00
Discount I
BERGERON CHARLES W
705 CLEVELAND ST
SEBASTIAN,FL 32958-8612
Paid04/07/2017
?rI Desa�pt!on:
(OGEWATEIi PARK RESUB OF BLK 1 LOTS 4 & 5 PBI
2-40
Receipt#85-00000258 000000500.0002 $1,415.91
PAY IN U.S. FUNDS TO CAROLE JEAN JORDAN, TAX COLLECTOR - P.O. BOX 1509, VERO BEACH, FL 32961-1509 - Ph: (772) 226-1343
Taxing Authority
Telephone
Millage
Assessed Value Exemption
Taxable Value Tax Amount
COUNTY GENERAL FUND
772-226-1214
3.3602
102,390
50,000
52,390 176.04
r~ar
yW
EMERGENCY SERV DIST
772-226-1214
2.3010
102,390
50,000
52,390 120.55
OW
O=
SCHOOL STATE LAW
772-564-3180
4.5620
102,390
25,000
77,390 353.05
w0
SCHOOL LOCAL
772-564-3180
2.8480
102,390
25,000
77,390 220.41
CITY OF SEBASTIAN
772-388-8205
3.8000
102,390
50,000
52,390 199.08
ST JOHNS RIVER WATER
386-329-4500
0.2885
102,390
50,000
52,390 15.11
MZ
OIV
SEBASTIAN INLET
321-724-5175
0.1007
102,390
50,000
52,390 5.28
MOSQUITO CONTROL
772-562-2393
0.2515
102,390
50,000
52,390 13.18
GW
HOSPITAL DISTRICT
772-770-0935
0.8443
102,390
50,000
52,390 44.23
LL�
FLORIDA INLAND NAVIG
561-627-3386
0.0320
102,390
50,000
52,390 1.68
Z�
Oa
LAND ACQUISITION END 04
772-226-1214
0.3143
102,390
50,000
52,390 16.47
leg
of
ITatal Millage
18.7025
Ad Valorem Taxes $1,165.081
n
rLL.•-,��:u•r.:.��•-.''-�,�•�-��
(Total
Total ldlMd Valorem Assessments
Assnts $209.59
I-M
Authority
Telephone
Amount
ITares&Assessmerds $1,374.671
ZZ
COUNTY LANDFILL FEE
772-226-1300
102.61
�q
SEBASTIAN STORM WATER SERVICES 772-388-8232
106.98
Tax Questions
WY
oe3
(772) 226-1343
Scan to Pay Online
------------------------------------------------------------------------------------------_----'
1 DETACH THIS PORTION AND RETURN WITH YOUR PAYMENTL
Carole Jean Jordan,cFc
ow
2016
PAID REAL ESTATE
Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
At10203110
COUNT NUMBER
131-
I705
ADDRESS,328I
TAX ODE
ESCROW
(
9C 6 00016 0 00 00 04/0
CLEVELAND STT,R SEBASTIAN,
B
I j
SKIP THE TRIP - Pay online at www.IRCTax.com
If Received By Apr 28, 2017
Please Pav IS0.00
Discount I I
BERGERON CHARLES W
705 CLEVELAND ST
SEBASTIAN, FL 32958-8612
EDGEWATER PARK RESUB OF BLK 1 LOTS 4 & 5 PBI
2-40
Paid 04/07/2017 Receipt # 185-00000258 OOOOOOSOO-0002 $1,415.91
Carole Jean Jordan, cFc 2016 PAID REAL ESTATE
J Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
(ALT. KEY I ACCOUNT NUMBER I PROPERTY ADDRESS I TAX CODE I ESCROW)
1020311 31-39-06-00016-0000-00006/0 CLEVELAND ST, SEBASTIAN, 32958 2A
SKIP THE TRIP - Pay online at www.IRCTax.com �j .I Descrj tion:
l if Postmarked By Nov 30, 20126 I I i V.
EWATEgPARK RESUB OF BLK 1 LOTS 6 & 7 PBI
Please Pay $0.00 I
� Discount
HAYNES, THOMAS E (TRS) & DONNA M (TRS)
6304 RIVER RUN DR
SEBASTIAN, FL 32958
Paid 11/09/2016 Receipt#81-00005836 OD66SS-OW024 $1,569.39
PAY IN U.S. FUNDS TO CAROLE JEAN JORDAN, TAX COLLECTOR - P.O. BOX 1509, VERO BEACH, FL 32961-1509 - Ph: (772) 226-1343
Taxing Authority
Telephone
Millage
Assessed Value
Exemption
Taxable Value
Tax Amount
COUNTY GENERAL FUND
772-226-1214
3.3602
85,000
0
85,000
285.62
yW
EMERGENCY SERV DIST
772-226-1214
2.3010
85,000
0
85,000
195.59
u
O�
SCHOOL STATE LAW
772-564-3180
4.5620
85,000
0
85,000
387.77
SCHOOL LOCAL
772-564-3180
2.8480
85,000
0
85,000
242.08
0
CITY OF SEBASTIAN
772-388-8205
3.8000
85,000
0
85,000
323.00
STJOHNS RIVER WATER
386-329-4500
0.2885
85,000
0
85,000
24.52
SEBASTIAN INLET
321-724-5175
0.1007
85,000
0
85,000
8.56
07Z
>.m
MOSQUITO CONTROL
772-562-2393
0.2515
85,000
0
85,000
21.38
C W
HOSPITAL DISTRICT
772-770-0935
0.8443
85,000
0
85,000
71.77
Ow�
FLORIDA INLAND NAVIG
561-627-3386
0.0320
85,000
0
85,000
2.72
Zw
LAND ACQUISITION BND 04
772-226-1214
0.3143
85,000
0
85,000
26.72
Op
r~
99
o g
Total ltillage
18.7025
Total Ad Valorem Taxes
$1,589.73 I7
N
..+
+��•,•�-,•�r.6•.:'_:•••-�:"'-y,•�•,
I Total NmAd Valorem Assessmmis $45.051
��
Authority
Telephone
Amount
ITaxesilAssessments
$1,634.781
ZZ
SEBASTIAN STORM WATER SERVICES 772-388-8232
45.05
WY
I
Tax Questions
xa
(772) 226-1343
i Scan to Pay Online I (
---- --------------------------- — -------------- ----------------------- — ---------------- -----
4 DETACH THIS PORTION AND RETURN V/I "YOUR PAYMENTI
e,I. Carole Jean Jordan, cFc 2016 PAID REAL ESTATE
�� Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS
I ALT. KEY ACCOUNT NUMBER PROPERTY ADDRESS TAX CODE ESCROW 1
( 1020311 131-39-06-00016-0000-00006/0 ICLEVELAND ST, SEBASTIAN, 32958 I 2A I )
SKIP THE TRIP - Pay online at www.IRCTax.com ty,e[p�a,t Description:
If Postmarked B Nov 30, 2016 CVUEWATER PARK RESUB OF BILK 1 LOTS 6 & 7 PBI
Please Pav E0.00 2-40
Discount
HAYNES, THOMAS E (TRS) & DONNA M (TRS)
6304 RIVER RUN DR
SEBASTIAN, FL 32958
Paid 11/09/2016 Receipt# 181-00005836 006658-000024 $1,569.39
31201700188-�-
Return to:
Jack B. Spira, Esquire
S ita, Beadle & RcGarrell, P.A.
5205 Babcock Street, NE
Palm Bay, Florida 32905
Parcel ID Number: 31390600016000000004.0
Warranty Deed
RECORDED HE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL
BK: 3014 PG: 297 Page 1 of 2 4/102017 3:19 PM
D DOCTAX PD $1,365.00
This Indenture, Made this 29th day of March , 2017 A.D., Between
Charles W. Bergeron, a single man
of the County of Indian River , state of Florida , grantor, and
Thomas E. Haynes and Donna M. Haynes, Trustees of the Thomas E. Haynes
and Donna M. Haynes Intervivos and Marital Trust dated 2/22/2002
whose address is: 6304 River Rim Drive, Sebastian, FL 32958
of the County of Indian River , state of Florida , grantee.
Witnesseth that the GRANTOR, for and in consideration of the sum of
------------------------TEN DOLLARS ($10)----------------------- DOLLARS,
and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has
granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land, situate,
lying and being in the County of Indian River State of Florida to wit:
Lots 4 and 5, Block 1, FUTCH SUBDIVISION, which is part of EDGEWATER PARK, according to
the Plat thereof, recorded in Plat Book 2, page 40, of the Public Records of Indian River County,
Florida.
(Continued on Attached)
and the grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever.
In Witness Whereof, the grantor has hereunto set his hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
Printed Name:
Witness yO
Printed Name: 1'Yll'ehoJLu�i 11'A/jc11n,I
Witness i
STATE OF Florida
COUNTY OF Indian River
The foregoing instrument was acknowledged before me this
Charles W. Bergeron, a single man
(Seal)
Charles VV. Bergeron
P.O. Address: 705 Cleveland Street, Sebastian, FL 32958
29th day of March
, 2017 by
who is personally known to me or who has produced his Florida driver's license as identification.
`/W (Cil
g5"' s� MICHELLE LIGUORI
MY COMMISSION # FF941275 Printed Name: �'c%�u4lIP 1 �l/o RiI
Notary Public
EXPIRES December 06. 2019
(407)FWn Nmrv5w5tcecan My Commission Expires:
.
i-1115 Laser Generved by 0 Display Sy,.m In, 2017 (863)763-5555 Forth n111
Warranty Deed -Pap 2
Parcel ID Number: 31390600016000000004.0
Subject to:
1. Taxes for the year 2017 and subsequent thereto.
2. Easements, Restrictions and Limitations of Record.
3. Zoning and other regulatory ordinances, if any.
La GenewWbYCUVIq Syaau c, 2017 (863)765-5555 Farm FLWPI
Return to:
Jack B. Spiro, Esqqu�ire
S it Beadle & N1cGarrell, P.A.
5205'Babcock Street, NE
Palm Bay, Florida 32905
Parcel to Number: 31390600016000000006.0
Warranty Deed
3120160053313
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL
BK 2965 PG: 2406 Page 1 of 2 9/152016 1:41 PM
D DOCTAX PD $875.00
This Indenture, Made this 8th day of September , 2016 A.D., Between
Malcolm E. Katt, a married man
of the County of Indian River state of Florida , grantor, and
Thomas E. Haynes and Donna M. Haynes, Trustees of the Thomas E. Haynes
and Donna M. Haynes Intervivos and Marital Trust dated 2/22/2002
whose address is: 6304 River Run Drive, Sebastian, FL 32958
of the County of Indian River , state of Florida , grantee.
Witnesseth that the GRANTOR for and inconsideration of the sum of
------------------------TEN DOLLARS ($10)--------------- ------- DOLLARS,
and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has
granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land, situate,
lying and being in the County of Indian River State of Florida to wit
Lots 6 and 7, Block 1, FUTCH SUBDIVISION, which is part of EDGEWATER PARK, according to
the Plat thereof, recorded in Plat Book 2, page 40, of the Public Records of Indian River County,
Florida.
(Continued on Attached)
and the grantor does hereby fully warrant the tide to said land, and will defend the same against lawful claims of all persons whomsoever.
In Witness Whereof, the grantor has hereunto set his hand and seal the day and year first above written
Signed, sealed and d�eliver�ed in(�ur presence:
Printed Name: M color E. Katt
Witness P.O. Address: 1708 Lake Club Court, Vero Beach, FL 32963
Printed Name:
Witness
STATE OF Florida
COUNTY OF Indian River
The foregoing instrument was acknowledged before me this 8th day of September
Malcolm E. Katt, a married man
who is personally known to me or who has produced his Florida driver's license as/ i�den�ti`fic`atio
A � Notary Public - stale at Florida Printed Name:
5,MY Comm. E100es May 16. 201E Notary Public
Commission a FF 119609 My Commission Expires:
, 2016
(Seal)
by
6-1114 Lwr Gme ted by 0 Display SystmF inc. 2016 (865)763-5555 Fom MWD.I
Warranty Deed- rage a
earce([n Number: 31390600016000000006.0
Subject to:
1. Taxes for the year 2016 and subsequent thereto.
2. Easements, Restrictions and Limitations of Record.
3. Zoning and other regulatory ordinances, if any.
The property herein conveyed DOES NOT constitute the HOMESTEAD property of the Grantor. The
Grantor's HOMESTEAD address is 1708 Lake Club Court, Vero Beach, Florida 32963.
IaserGmmtMhyODi,pl.y Syua tnc, M16 (863)963-5555 Fm FLW I
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/ LEGAL DESCRIPTION
LXFF `EOSMNG owBM / M q T n®iCf AS IS(."IMX'MP79 K R. PNE(51 4G.
OF nE PUMIc R6WA5 OF . RNER CMMIY. RONW.
(COKINMS 05T Mq3)
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I)T48
SPECIFICATIONS FOR DUPLEX
D.E.P. TYPE CONTROL PANEL
PER D.E.P. REQUIREMENTS 17-604.400
FAH PAN I SHALL CONTAIN TVR A uP. Pip VOLT SINGLE PHASE. 63 Hz PUMPS,
A NEUTRAL SHALL BE SUPPLIED TO THE PANEL MR In VOLT CONTROL POWER.
SMALL
ME"
OUTER DOOR SHALL HAVE HINGES AND MEANS FORPADLCCKING, INNER
DEADFRONT ODOR SMALL BE 5052-H32 ALLOY ALUMINUM, ALL MOUNTING
HOLES SHALL BE MILLED AND TAPPED; SELF TAPPING SCREW NOT CCEPTABLE,
S
ALL LBOLTS, NUTS, LOCK WASHERS, AND MACHINE SCREWS SHALL BE STAINLESS
1TNEEFDLLOWING MAJOR COMPONENTS ARE REQUIRED.
1) MAIN BREAKER
EEMERGENCY BREAKER AND GENERATOR RECEPTACLE-RUSSELL STOLL
PUMP BREAKERS
45 CONTROL CIRCUIT BREAKER
5) ALTERNATOR
6) HGH LEVEL FLASHING ALARM LIGHT
T) HIGH LEVEL HORN ALARM WITH SILENCE - WHEN SILENCE LIGHT STAYS ON
8) LIGHTNING ARRESTOR
9) SURGE SUPPRESOR
10) PHASE/UNDER VOLTAGE MONITORING RELAY IF 30, UNDER VOLTAGE
MONITORING RELAY IF 10
11) NEMA RATIO MOTOR STARTERS WITH OVERLOAD PROTECTION
FOR ALL POW R LEGS
12) ELAPSE TIME ETERS
13) CAPACITORS AND START -RELAYS AS APPROVED FOR MYERS PUMPS
TYPICAL SEQUENCE OF OPERATION. -
1. ON RISE LEVEL, LOWEST FLOAT WILL CLOSE CIRCUIT TO RELAY. LEAD PUMP
ON FLOAT CLOSES TO BRING LEAD PUMP ON. IF LEAD DOES NOT RECEDE AND
CONTINUES TO RISE, THE LAG FLOAT WILL CLOSE AND BRING ON THE LAG
PUMP. FURTHER RISING OF LEVEL IN WETWELL WILL CLOSE 4TH FLOAT
(HIGH LEVEL) AND ACTIVATE THE HIGH LEVEL ALARM LIGHT AND HORNS.
2. ON FALLING LEVEL. ALL PUMPS WILL DE -ENERGIZE AT THE OPENING OF THE
LOWEST (OFF) FLOAT CONTROL CURCUITRY WILL BE SUCH THAT NO FLOAT
WILL DEPEND ON ANOTHER FLOAT FOR ITS CONTROL POWER,
3. CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFIXED TO
THE INSIDE W THE OMER DOOR.
4. ALL WIRING SHALL BE NUMBERED,
5. IN THE EVENT THE PUMPS BEING FURNISHED REQUIRE SEAL FAILURE
COMPONENTS AND INDICATION TO VALIDATE WARRANTY, THESE COMPONENTS
SHALL BE FURNISHED PS REQUIRED.
6. ALL COMPONENT LABELS SHALL BE OF THE LAZER PRINTED MYLAR PLASTIC
LABELS. T. A 24 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE DISPLAYED BY
THE OWNER.
COMPONENT LEGEND
M - RGAT REGULATUR
CTR -CONTROL TRANSFORMER
E111HIITyyyy1M ALARM HOR
- pMpLAPSEDIX TIME METER
LA -_ LTGpHTTNPIGRN�RS[ILENC R
RC - RS9ROAPALITOROR OGW
SIR - START RELAY
PTS - PUMP TERMINAL STRIP
FSD - gFWgREGSE
UUgO�UpND
FITS - LATOR TERMINAL STRIP
N - NEUTRAL
O/L OVERLOAD
NCH -MAIN CIRCUIT BREAKER
AEdCcpB - EMERGENCY CIRCUIT BREAKE
C/B _ MMOOlDF Cl%TI�UPRROTECTOR
BREAKER
PI/P2 _ PqUI�URII/PUM�' `2
MS
I� _ gUMIF RUOR N INDICATORS
HOR _ HpFIRu1NDR OFF ANTOFFXME�ASIC SW[[[[T(
ALT _ puMPE NUTIMATICAUNLTERNATE
VM/PM- VOLTAGE/PHASE MONITOR
IPTB - INCOMING POWER TERM. BUG
NTB - NEUTRAL- TERM. BLOCK
304 S.S. THROW
SWITCH DISCCRNNE
ELECTRIC M( If NOT OFF BLDG)
ETER,
CONTROL PANEL 30
OR (CONTRACTLOCATE)
SS.3R OR FIBERGLASS
GENERATOR RECEPTOR—��
LIGHTNING ARRESTOR
H.P. MODEL N0. MIMI ..A.EJ
FIELD MOUNTED BY
O ELECTRICIAN
ALUMINUM UNISTRUT Iel
(29 SEAL OFFS (2)- 2' CONDUITS REQ'D
FOR 2 HP PUMPS 0)- 2' CONDUITS
3/4' HOSE BIBB
REO'➢ FOR 3 HP AND LARGER PUMPS
SEE NOTE BELLAX
3/4 . GALV RIS R
WATER LEVEL CONTROL
TO PUMP NO. I
_
PUMP M.(21F REQUIRED )
SLEEVE REQUIRED �%4�TO
I \ I
4- ALUMINUM PIPE
ONCAAOLS W x 10' ➢
TO WATER SUPP�� ROW AROUND PO
ROUND ROD 12' 0 x 24' DEEP
-TO SERVICE
LOCATION (FROM EX.
STRUCTURE EAST OF
STATION) INS
NOTE
01. THE SITE HAS AN EXISTING WATER SYSTEM WHICH WILL PROVIDE WATER SERVICE TO
THE LIFT STATION, A NEW HOSE BIB AT THE CONTROL PANEL WILL NOT NEED TO BE
INSTALLED IF AN EXISTING HOSE BIB IS ON ANY OTHER THE EXISTING STRUCTURES WITHIN
100 FT. IF THE CONTROL PANEL.
B2. ALL ELECTRICAL CONDUIT SHALL BE RIGID METAL ABOVE GROUND AND PVC BELOW
GBDUND.
ELECTRICAL RISER
3
ELAN
J-I ,-N/PAIY 1 1
I 4B'
SECTION A -A
i — .vd.vansma,
m J� SECTION H-B
SL BFS,vD yDI�A1! i
• °RIt ADS�d ONNN XOID�O P'Xe' xePe
I rIG Nro "SON'T 'xp
nud P® A
m
2O UFT STATION TOP VIEW
L
QErNLs°•,.
o O
INNER DOOR LAYOUT SHOWN
10 01
BACK PANEL VIEW
ELECTRTCAL CONTROL PANEI
(NOT TO SCALE)
FIBERGLASS WET WE
ALUMINUM ACCESS HATCH
L COVER (LOCKABLE
1-1/4' SOME 80
PVC
,N
-1/4' 90' BE ) (TYPJ
/ \L
2 TOTAL)
48°
11/4' PVC
DRAIN
ONE,I
VE
�
\1-1/4' SOH 11—
VC
1-1/4' CHECK VAL E (2 TOTAL)
STATION PLAN - DUPLEX STATION (DUAL PUMPS)
OLIFT
2
N.T.S.
l
mp-a
ases
M
NEE� o
O�;2ydNNdl Nw N-o
NEMA 4X ENCLOSURE
WITH DEAD FROM OUTER ➢ENT
/1-1/4. 90'
EMERGENCY PUMP OUT
,W/ QUICK CONNECT CPLG.
W/ 2' BALL VALVE
ON CAP.
rA �A
1-1/a• cRD sS
90' EXISTING 2' GATE VALVE
-t/4' PVC. BALL VALVE (T
(8 T TAU
32'X32'X2W POLY RESIN VALVE BOX 2' P.E DISCHARGE
XW/ SECURABLE COVER) LINE (36' COVER)
2' EMERGENCY
2' PVC VENT W/ PUMP OUT W/ 2'
STAINLESS STEEL POLY RESIN VALVE BOX X 1 I/I'
INSECT SCREEN. ACCESS COVER FOR WET WELL L (32' x M' x 28' ➢I COMPANION
VALVE VAULT SHALL BE LOCKED FLANGE AND 1
2' CONDUITS 1/4' PVC GATE
CONDUIT MOBS VALVE
A ELECTRICALL
CONNECTIONS
ELIE) ELEV. = Z.OD ELEV. _ `FIN GRADE�
7CABLE
HOLDING SON 80r 1 1/4' BALL V
BRACKET BEND PVC I-A,0 SCHARG f{p� B2YTOT (T
2 TOTAL)
_..... .... .0 .x. 1
CABLE
POLY RESIN VALVE BOX
(32' X 32• x 28' ➢)
1-1/2' MIN.
WpNNGN ... LII. CE Im'LS/OOV-I(YL�fiO xa„<, Pw,r 9agv
AEm.fdQE x.� uLe� Q
m
d.ou.Al (unro)
�.��J.ImTIMO MRESIIR
ON
wLrAGE xoxlm(
l
,"
Bt
mm
—h rl dSp FAA
tCB
d9anP) ��tyr dF(iS
/ UXn
.NyNpNI MW 10M
�I,1 xcim 1
piiHl
�Gwt-
minNntnne,6 uRln
s
unp, aM va
OOLN LEYFL) w 'rESr `� �
amvlr= •I.Ntd
SINGLE PHASE SCHEMATIC
O DUPLEX PUMP CONTROL PANEL WIRING SCHEMATIC
NTS
2' P.E. TO 1 1/4'
SCH 80 TRAM CODE
\ 1/4. 90'
DRAIN
RAP
L 1/4' 9O' 1 IA' SCH 80 1 1/4' TEE
PVC, DISCHARGE
t2 TOTAL)
ELOD
�iL
1 `/4' CHIC%
VALVE H E6AU] 1/4' BALL VALVE O VALVE VAULT SECTION D-D
V INLET
FIELD INSTALL 0
(2 TOTAL)
2 WT.&
SYSTEM
FURNISH TWO MYERS HEAVY DUTY SUBMERSIBLE
PUMPS PUMPS BE CENTRIFUGAL
RAILS
GRINDER SMALL
TYPEWITH ROTATING CUTTER MOUNTED OU THE PUMP
6' p2')
SHAFT. THE STATIONARY CUTTER SHALL BE MOUNTE➢
MA%. DEPTH
IN THE ADJUSTABLE BOTTOM PLATE. SHREADING
SCH 80 PVC
SMALL OCCUR OUTSI➢E OF VOLUTE TO AVOID
CLOGGING. THE CUTTER SHALL BE 440C STAINLESS
STEEL AND HAR➢NESS OF ROCKWELL C-58 TO 60.
EACH PUMP SHALL BE EGUIPPE➢ WITH TWO SEALS.
HARGE WITH SEALING FLANGE
THE LOWER SHALL BE MECHANICAL TYPE WITH
SILICON CARBIDE FACES. THE M CHAMBER SHALL
2 CU. Y➢S. CONCRETE GROUT
BE FITTED WITH A MOISTURE PROBE E%TEN➢IM FROM
TD PREVENT ROTgT1IX1
THE BOTTOM OF THE MOTOR HOUSING INTO THE OIL
CHAMBER. THE PUMP MOTOR SHALL BE AIR FILLED
AND HAVE CLASS 'B' INSULATE➢ MOISTURE
CONCRETE FILLET WITH 1.1 RATIO, AS
RESISTANT WINDINGS. A HEAT SENSOR THERMOSTAT
EL `
REQUIRED, MR HOPPER BOTTOM AREA TO
AND OVERLOAD SHALL BE ATTACHED TO HTE TOP END
_
BE NO GREATER THAN THAT NEEDED FOR
OF THE MOTOR WINDINGS AND SHALL STOP THE
PROPER INSTALLATION AND FUNCTION OF
MOTOR IF THE MOTOR WINDING TEMPERATURE REACHES
THE INLET
200' F. FLOAT HOLDER SHALL BE MADE WITH 304SS
ONLY.
Dula, ALL FOtS M4D1 PPINi IS SCH N PVC SO.VENT VD-1
BASIN ANTI -FLOTATION FLANGE
ANTI-FLOTATION
FIBERGLASS BASIN SWILL BE MANUFACTURED
ALL FITTINGS on APPUNACES ARE M ACCOUMOE
WITH WMIFN:(USR's
FROM COMMERCIAL GRADE POLYESTER RESIN, THE
SPECIFICAT➢MS AND DETAILS.
COMPLETE WET WELL SHALL HAVE A DYNAMIC
LOADING OF 16,000 FT - LBS AND SHALL NOT
DEFLECT VERTICALLY DOWNWARD MORE THAN A N' AT
LIFT STATION SECTION
A -A
2%000DLBS.INT � LOAD APPLICATION WHEN LOADED TO
\q
z
N.rs.
THE FIBERGLASS VALVE VAULT SHALL A BIN.OF
A L
DEEP. FLOAT SHALL BE UL
LISTED TYPE 'S-ROTORDAT• WITH 30 FEET OF CABLE
LISTED WITH
2'
_ TOP M.
�- —INVERT EL.9)
WL _H.L.A. EL.
END PUMP ON EL912
_1ST PUMP ON EL. C°
PUMPS OFF D
BOTTOM EL.
SEE ELEVATION CHART FOR THRU®
\2
LEVEL CONTROL DIAGRAM
V
..Ne m--m1a---w>'..1---..gymer--eevnv- I . m '.,^.,. u.—Np a-.ev.NI—b,gent'=mW..wn.wTr,.—vc.'P a. r.wn, rmy.ge—mtv..».vem.-
I-NND-A91-4110
ELEVATION CHART (NGVD)
NUMBER OF ERU'S
I
LIFT STATION TYPE DUPLEX
IMEVATIOM
I
TYPE OF ESTABLISHMENT CUMMERCIALI
DIAMETER OF WEIWELL&
4 FT.
FINISH GRADE AROUND STI,
C90
p
TOP OF WETWELL
TAU
p
TOP OF VALVE BIN(
7.00
b
N INLET INVERT
525
b
W MET INVERT
C90
c
HIGH LEVEL ALARM
4.80 1
d
2nd PUM4 ON
4.30 I
I t
Is{ PUMP ON
3.80 I
I F
PUMPS OFF
2.80 1
I 0
I
I BOTTOM OF WETWELL
I
IN I
I
I
PUMP DATA CHART
1 m VRIMPRY PUMP CAPACITY 28 GPM
I(a RIMARY TOM
48 FT
m SECONDARY PUMP CAPACITY
28 GPM
® ECONDARY TDH
48 FT
I (5) OAK INFLUENT ROW RATE
LIPS GPN
I ® i "IXP CYCLE TIME
10 MIN.
I(7) 6P SYSTEM MANUFACTURER
MYERS
19D 'IMP MODEL NO.
MG200-21P
I ® FR.P.M
3450
I ® iORSE POWER
2.0
I ® '`4ECTRICAtVMTS/PHASE
230/1
ITIILL LOAD AMPS
® START AMPS
15.0
51.9
ICD PUMP DISCHARGE SIZE
1-1/4' I
® Mt DIA. SOLIDS
GRDmER
® IMPELLER SIZE
4-I/2'
�y SS
F 1 E SgI
i+ tl
RE,P
'tr
(rdr.I1 a x0
a$
0
rA
TMry�hCrM�'] x �
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17748
BETECiIw TAPE
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SLOPE AS A.,.
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pg,
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OR OIXER IMPROVED
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COP OF POE b (SEE DUE o
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ELEVATION
NOTES
C NCNAECRX
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N.. REFFERN I- ]Iw CHIN vm]olrPpwu
aNETACLE MUM m RE CHAT. ww MACH P
HICH am wMM, O tAieLMm �[ uS.AAN AM.INCH•. ] E ORE vwL.iLm] z�
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DETECTOR TARE ' I / i M A %I IRERAO]ENi
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IMEYE 96 MF.CTIT
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IYR ST0CIRM 4AB,'. iTK f AT
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L4' ILIA ZMOG RORT J 'p P@E
DART PER NKK VMSNE O 12' MIOSTOMU SOIL
COm1iR➢6 REQUIRE US
R MN WIBM
ELEVATION
NOTES
M WOVKQewn[v a(F Qw]osm IN THECANNrmnAmL wovl¢ M1TU.Ev
AN
IS
�Amnm]A Nxa'Aw. vIMR �W �NIr Imam INCH NY vmAmn NAM
BE ON taEe]mT TwE AC XXEAT BnomN m i XX. ww wp P
m w xv YEAARUN LDN' LRR ]nw'. U— SE SSA
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TRENCH DETAIL
U�OTBIHNLCH (PAVED PREPS 6 SHOULDERS) M-2
a
FINISHED GRA
OBSTRUEimH SNIPE SO
THUD EDVER-�
- PRESSURE MAIN
SEE NOTE ME 3 CTHR A PLLL LENGTH OF PIPE
BFOR ACCEPTABLE
EFUCTURN AT THE PGmT OF CRIBBING
EL FVATIDN
NOTES
)Bt NEV OR RELLGTEB, UNDERGNWNO WATER MORE CROSSING ANY CUSTOMS OR
PROPOSED GRAVITY, VACUUM TYPE SMOTMY SEVER, SERA SEWER OR
PRESSURE TYPE SANITARY SEVER, WASTEWATER. STpNVATER FORCE XA.,
OR PBSLIE .,I. ... WATER SNNL BE LAN SO ME ..I.
OF ME WATCH MIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES.
PROVE OR AT LEAST 12 XE ME OUTSIDE OF THE DINER WPPINE. IT
IS MENTIONABLE TO LAY THE WATER MAIN ABOVE ME OVER PIPELINE.
6 AT UTILITY CRRUSSOSS, BEE FULL LENGTH EE WATER MIN PEE SNAIL BE
CENTERED AROVE OR BR@J THE OTHER PIPELINE 30 THE VAR NAM
JGMFS WILL BE FAR AS POSSIBLE FROM THE OTHER PLUM NE.
ALTERNATIVELY. AT SUCH CROSSINGS, TIE P@ES SHALL SE MmAW£D SO
THAT ALL VAR MEN JOINTS ME AT LEAST MADE FEET FRw ALL
MONSTS IN VACUUM TYPE SANITARY SEWING, SION SEVERS, FORCE MINE US RUMORED CCOHVEYMG RECLR AND VA 0 ATMWATLEAST
SIT( FEET FROM ALL A NTS M MAIM OR flE$$LPEIYPE SANITARY
SEVERS, WASTEWATER FORCE MINE. OR PUSUMES CwVEYRIG RELEARNED
WATER.
CONSTRUCT STANDARD CMSSIXG IRO TO CAUSED Tsx OF THE
MPNUPACNRERS' MAXIMUM JOINT BERERIM
A OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS
RGMEERING.
L SEE TRACER ..BE BETA.. N"13
SMALL BE LOCATED A MINIMUM
,ROOM SEPPM &IBObKL{{I�.$ FD THE DEPTH OR THE PIPE PLUS THE
DIAMETER W THE PERE FROM ANY PERMANENT ABOVE GROUND STRUCTURES
(LE. WALLS. TREES, TRANSFORMER PADS, EYCJ AND A MMMUM NH®NF U
SEPARATION MAL TO FOUR (4) FEET FROM MY UNDERGROUND GRWMB UTILITIES
(LE. GAS MAINS, TELEPHONE LIIEB, CABLE LINES, IRMWTON IMONS, MY
BROCANDAREACKHAT
;� UTILITY CROSSING M-
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AY
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TYPE I
PAY®
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BEMI]R,914XNTY I rt BOA E4�RE wWr_ pAWIT&
VALVE AND BOX. IRO-5
NOTES
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--`w"rtjel TRACE WIRE
UTILITIES. DETAILS a M-13
NOwPEEVLm wNLErAwTm AN --COIL
NAREARADS
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LIS
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VALVE BOX PAD M-6
UTILITY NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO
EXCAVATION.
R. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE COUNTY OR
w..�r LLLJJJ
OTIAER AGENCIES SHALL IN NO VAT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE
SECTION A A . '�
WORK IN ACCORDANCE WITH ALL APPLICABLE PLANS, SPECIFICATIONS, ORDINANCES, REGULATIONS
i ®
AND LAWS. ALL DIMENSIONS ➢IMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY
E E
DISCREPANCIES ARE ➢ISCOVEREO, THE ENGINEER SMALL BE NOTIFIED IMMEDIATELY.
ti i
4. ALL SANITARY SEWER FORCE MAINS SHALL BE CONSTRUTED WITH A MIN. OF 36' COVER.
.
A A A T A
5. SHOP DRAWINGS SHALL BE SITTED FOR APPROVAL TO THE ENGINEER AND INDIAN RIVER
SUBMITTED
COUNTY UTILITIES PRIOR TO FABRICATION AND INSTALLATION
LLBSa1 CLBBS3
6. THE CONTRACTOR SHALL RATIFY THE ENGINEER AND IRC UTILITY DEPT, A MIN. OF 48 HOURS
PRIOR TO THE START OF CONSTRUCTION.
ENCASEMENT ➢ETATLS
Notes
ALL PRESSURE TESTS FOR FORCE MAINS SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
EXPENSE. CONTRACTOR SHN1 COORDINATED THESE TESTS WITH THE ENGINEER OF RECORD
EXPENSE.
AND IRC UTILITY DEPT. PRIOR TO THEIR COMMENCEMENT. CONTRACTOR SHALL PROVIDE
®
ENGINEER WRITTEN RESULTS OF ALL TESTING.
COIN wTw MACH Aa wum
B. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -BUILT
CONSTRUCTION PLANS THAT SHOW THE CONSTRUCTS➢ LOCATION OF ALL RAN, FITTINGS, VALVES,
LATERALS, MANHOLES. AND OTHER WATER AND SEVER APPURTENANCES. THE FORMAT FOR SAID
AR AS .� mSE
PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO SUBMITTAL.
A
4mwiwlDR r XI A, i]vm 1
9. FORCE MAINS SHALL BE FLUSHED AT A MIN. VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING.
_
Im ��
N
UTILITY ENCASEMENT�Pm]6m
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF CHANGES OR
DEVIATIONS FROM THE ORIGINAL CONSTRUCTION PLANS PRIOR TO CONSTRUCTION AND SAID
m mn<m ®mom= v
CHANGE OR DEVIATION.
11. CONTRACTOR SMALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD EXISTING STRUCTURES,
UTILITIES. ROADWAYS AND INFRASTRUCTURE ANY DAMAGES SHALL BE REPAIRED BY THE
CONTRACTOR AT HIS EXPENSE.
12. TRACE WIRE SHALL BE INSTALLED OVER ALL SEVAM FORCE MAINS. 814 SINGLE
CONDUCTOR COPPER TRACE WIRE SMALL BE AFFIXED TO THE MP OF THE PIPE.
SEE TRACE WIRE DETAIL FOR SPECIFICATIONS.
13. THE OWNER WILL PROVIDE THE CONTRACTOR A BASELINE AND BENCHMARK FOR THE
CONTRACTOR'S USE IN CONSTRUCTION OF UTILITIES. THE CONTRACTOR SHALL PERFORM, AT HIS
OWN EXPENSE ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFF -SET STAKES AND
CUT SHEETS.
14. FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT THE
TEST PRESSURE SHALL BE 100 PSI.
15. FORCE MAIN PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER
M HIS REPRESENTATIVE. FOR TWO 42) HOURS IN DURATION OR AS ACCEPTABLE TO IN➢IAN
RIVER COUNTY UTILITIES AT AN AVERAGE PRESSURE OF 100 PSI. ALLOWABLE LEAKAGE WILL BE
COMPUTED BASED ON AWWA C600 FOR DIP AND AWWA CUKI FOR PVC.
L - N➢P V2 WHERE L = LEAKAGE ALLOWABLE (GPM)
1.400 N v NUMBER OF HINTS
D = NORMAL DIAMETER (INCHES)
P = AVERAGE PRESSURE (PSD
16. THE BACKFRL OVER ALL SANITARY SEWER FORCE MAINS THAT IS M BE
INSTALLED UNDER PAVING IS TO BE COMPACTED IN 12' LIFTS MAX. TO A MIM. OF 95% MAXIMUM
DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE ENGINEER. THE
CONTRACTOR SHN1 PROVIDE THE MGMEM WITH COMPACTION TEST RESULTS AT 400' INTERVALS
AT HIS EXPENSE BASED ON AASHM T-180 SPECIFICATIONS.
17. THE CONTRACTOR SHALL CALL 'SUNSHINE STATE ONE CALL OF FLORIDA, INC' AT
1-BOB-432-4770 PRIOR TO ANY EXCAVATION. ITS THE LAW IN THE STATE OF FLORIDA.
18, 2' POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR PE-34M
EXTRUSION COMPOUND POLYETHYLENE PLASTIC MORTAL AS STATED IN AWWA C-901-88,
OR LATEST REVISION, AND SHALL COMPLY WITH THE FOLLOWING TUBING SHALL HAVE A WORKING
PRESSURE OF 200 PSI AT 73.4' F AND SHALL BE GLASS SMOOTH, AND SMALL BE FREE FROM EUMPS
AND MREGULARITIES. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPONDS WITH THE VALUES
LISTED IN ASTM 13-2239, WITH A STANDARD DIMENSION RATIO (SUR) OF 9. TUBING SHALL BE
FULLY LABELED WITH BRAND NAME AND MANUFACTURER. NSF SEAL, SUE, TYPE OF PLASTIC
MATERIAL AND ASTH ➢ESIGNATON WITH WHICH THE TUBING COMPLIES HINTS FOR POLYETHYLENE
TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND
COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERT SHALL ALSO BE USED FOR P.E TUBING
SERVICES.
1% ALL 4.0 SCH 40 PVC SM. SEVER UTILITY CONSTRUCTION FROM THE EX. BUILDING TO LIFT STATION
AND 1.0 SCH 40 PVC WATER SERVICE LINE FROM THE METER TO THE RESIDENCE SHALL MEET THE
REQUIREMENTS OF THE 2010 FLORIDA PLUMBING CODE.
SANITARY SEWER
FDEP SEPERATION REQUIREMENTS
NEW DR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID M PROVIDE A HORIZONTAL DISTANCE
OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE A THE WATER MAIN AND
THE OUTSIDE OF ANY EXISTING IP PNE CON GRAVITY- OR PRESSURE -TYPE SANITARY SEVER,
WASTEWATER FORCE NAM, MP THE
CONVEYING RECLAIMED WATER NOT RBETWIDE➢ UNDER PART RI
OF CHAPTER E SARI ARY THE SMALLMINIMUM HORIZONTAL O THREE F ➢[STANCE BETWEEN WATER MAWS AND
GRAVITY -TYPE SANITARY SEVER SHALL BE REDUCED R THREE FEET WHERE THE -11CAT , THE WATER
NAM IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF RO SEWER, GRAVITY-
OU RE VACUUM
T
UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR LEAST
SM TYPE
SANITARY SEVER SHAG BE LAID SG THE OUTSIDE OF THE WATER NAM IS AT LEAST SI% NICHES, AND
PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPEL.D
HOWEVER. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PMELINE.
AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE
CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER NAM AIMS WILL BE AS FAR AS
POSSIBLE MON THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE
ARRANGED SO THAT ALL WATER HAM JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN
VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMS➢ WATER REGULATED UNDER PART
III MP CHAPTER 62-610, FA.C. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR
PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING BECOME)
WATER TAT REGULATED UNDER PART III OF CHAPTER 62-619, F.A.C.
11 ..u...xrw •m--n'.eMK].AMPP.E-Arw— Pyv.MA A— O m], mne K mm.m
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