SEBASTIAN RIVER IMPROVEMENT DISTRICT

INDIAN RIVER COUNTY
Special Board Meeting December 11, 2024
10:00 A.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410
www.sridfl.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
SEBASTIAN RIVER IMPROVEMENT DISTRICT BOARD OF SUPERVISORS
Indian River County Administration Complex Bldg. B, Room B-103
1800 27th Street
Vero Beach, Florida 32960
SPECIAL BOARD MEETING
December 11, 2024
10:00 a.m.

Call to Order
Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Approval of Minutes
October 16, 2024 Regular Board Meeting	Page 2
Old Business
New Business
Presentation of FDOT MOA	Page 5
Update and Discussion Related to the River Oaks Project	Page 10
Water Quality Results	Page 31
Update on Hawks Grove Project	Page 49
Administrative Matters
Sand Mine Update
Financial Update	Page 87
Engineer Update
Manager Update
Board Members Comments
Comments from the Public for Items Not on the Agenda
Adjourn

Publication Date 2024-12-02

Subcategory Miscellaneous Notices

SEBASTIAN RIVER IMPROVEMENT DISTRICT
NOTICE OF SPECIAL BOARD MEETING
NOTICE IS HEREBY GIVEN that the Board of Supervisors (Board) of the Sebastian River Improvement District (District) will hold a Special Board Meeting (Meeting) on December 11, 2024, at 10:00 a.m. at the Indian River County Administration Complex, Building B, Room B-103, 1800 27th Street, Vero Beach, Florida 32960.
The purpose of the Special Board Meeting is to consider a Florida Department of Transportation Memorandum of Agreement, matters related to the River Oaks project, and any other business which may properly come before the Board. The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law. There may be occasions when Board members or District Staff may participate by speaker telephone. A copy of the Agenda for the Meeting may be obtained from the Districts website (www.sridfl.org) or by contacting the District Manager at (772) 345-5119.
Any person requiring special accommodations at this meeting because of a disability or physical impairment should contact the District Managers Office at least forty-eight (48) hours prior to the Meeting. If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY)
/ 1-800-955-8770 (Voice), for assistance in contacting the District Managers Office.
Each person who decides to appeal any decision made by the Board with respect to any matter considered at the Meeting is advised that person will need a record of proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based.
Meetings may be cancelled, from time to time, without advertised notice. SEBASTIAN RIVER
IMPROVEMENT DISTRICT
www.sridfl.org
Pub: December 2, 2024 TCN10800566

Page 1

SEBASTIAN RIVER IMPROVEMENT DISTRICT REGULAR BOARD MEETING MINUTES OCTOBER 16, 2024

CALL TO ORDER
The October 16, 2024, Regular Board Meeting of the Sebastian River Improvement District (the “District”) was called to order at 10:01 a.m. in the Indian River County Administration Complex, Building A, Room A-1-102, 1801 27th Street, Vero Beach, Florida 32960.

PROOF OF PUBLICATION
Proof of publication was presented showing that notice of the Regular Board Meeting had been published in Indian River Press Journal on September 30, 2024, as part of the District’s Fiscal Year 2024/2025 Meeting Schedule, as legally required.
ESTABLISH QUORUM
A quorum was established with the following Supervisors present:

Board of Supervisors

Chairman	Jeff Bass	Present	
Supervisor	Tom Hammond	Present	
Supervisor	Chad Kelly	Absent	

Staff members in attendance were:

District Counsel	Ruth Holmes	Torcivia, Donlon, Goddeau & Rubin, P.A.	
District Engineer	George Simons & Frank
Watanabe	Carter Associates, Inc.	
District Manager	Frank Sakuma & Stephanie
Brown	Special District Services, Inc.	

ADDITIONS OR DELETIONS TO AGENDA
Staff asked for permission to add the following items to the agenda:

Florida City Gas Line Extension
ICPR Model Update
APPROVAL OF MINUTES
July 17, 2024, Regular Board Meeting and Public Hearing Minutes

A motion was made by Mr. Hammond, seconded by Mr. Bass approving the minutes of the July 17, 2024, Regular Board Meeting and Public Hearing, as presented. The motion approving the minutes passed unanimously.

OLD BUSINESS
There were no items.

NEW BUSINESS
Consideration of Correspondence from 85 Sebastian LLC – River Oaks

Mr. Simons updated the Board on the progress of permit review for the River Oaks project. After Board discussion, the Board generally agreed with the theory of the request, but needs additional information prior to issuance of a permit. Mr. Simons advised his office will continue to work with the applicant to confirm acreage difference from prior ROW/Land exchange, and to provide an estimate of annual maintenance costs. The item will come back to the Board for permit approval.

Discussion of Parking at South Prong Slough Park (County)
Wendy Swindell (Indian River County Parks, Recreation, & Conservation) and Clint Rahjes, P.E. (Carter Associates) presented information to the Board related to a request to allow parking on the District ROW along Lateral L, north of 85th Street. After Board discussion, this item was tabled to allow for more information and review.
Consider Resolution No. 2024-05 – Adopting a Fiscal Year 2023/2024 Amended Budget

Resolution No. 2024-05 was presented, entitled:

RESOLUTION NO. 2024-05

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SEBASTIAN RIVER IMPROVEMENT DISTRICT AUTHORIZING AND ADOPTING AN AMENDED FINAL FISCAL YEAR 2023/2024 BUDGET (“AMENDED BUDGET”), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDING AN EFFECTIVE DATE.

Mr. Sakuma provided the Board with a synopsis of the final amended budget, as provided in the Board package, and he recommended approval of the resolution. There was a motion made by Mr. Bass, seconded by Mr. Hammond, adopting Resolution No. 2024-05, as presented. The motion carried unanimously.
Discussion Regarding FDOT – 82nd Avenue ROW & Memorandum of Agreement

Mr. Will Suero (Senior Project Manager, HDR – for FDOT) presented the Board with the FDOT- SRID Memorandum of Agreement (MOA). He also explained the different ROW purchase, construction, and ultimate ownership of the various parcels along five miles of 82nd Avenue. After Board discussion, it was determined to allow the District Attorney and Engineer to make final reviews of the MOA, and to bring back the final draft and recommendation to the Board at the next meeting.

Florid City Gas Line Permit & Right of Way Lease Agreement
Mr. Simons informed the Board of the review status for the Florida City Gas extension, and the need for a Right of Way Lease Agreement. After Board discussion, there was a motion made by Mr. Hammond, seconded by Mr. Bass, authorizing the issuance of the permit once the District Engineer approved, and an executed lease agreement was received by the District. The motion carried unanimously.

ICPR Model Update

Mr. Simons explained the need to update the District’s ICPR to “ICPR 4” and that it should reflect the “levee” along Lateral D in the modeling. The consensus of the Board was for the Engineer to move forward with the ICPR update, and to include the Lateral D Levee information in the modeling.

ADMINISTRATIVE MATTERS

Sand Mine Update
No updates were discussed.
Finance Report
Mr. Sakuma noted the finance report was included in the Board package, and he was available at any time to address questions from the Board.

Engineer Update
Mr. Simons had no further updates.

Manager Update
Mr. Sakuma had nothing further for the Board.

BOARD MEMBER COMMENTS

The Board had no further comments.
COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

There were no comments from the public.
ADJOURNMENT

There being no further business to come before the Board, the Regular Board Meeting of the District was adjourned at 11:55 a.m. There were no objections.

Secretary/Assistant Secretary	Chair/Vice-Chairman

RIGHT OF WAY ACQUISITION MEMORANDUM OF AGREEMENT
This is a Memorandum of Agreement (“MOA”) made and entered into this 	day of
	, 20 , by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida ("DEPARTMENT") and Sebastian River Improvement District, ("AGENCY”).

W I T N E S S E T H :

WHEREAS, the DEPARTMENT is constructing a transportation project for the 82nd Avenue project in Indian River County, Florida; County Road (CR) 619 from 26th St to 69th St, as depicted in the attached Exhibit “A” and associated with FPID 230879-3, and

WHEREAS, the AGENCY will be the owner of specific portions of the 82nd Avenue corridor within the project limits, the (“AGENCY FACILITY”); and

WHEREAS, pursuant to Sections 339.07, 339.08 and 339.12, Florida Statutes, and federal funding provisions, the DEPARTMENT is authorized to undertake projects within the AGENCY’s geographical limits; and

WHEREAS, the Project will involve the acquisition of various property interests along the Project corridor; and

WHEREAS, the DEPARTMENT plans to construct the Project and conduct right of way acquisition and related activities, including eminent domain proceedings, on the Project for and on behalf of the AGENCY for the AGENCY FACILITY to prepare the Project for construction; and

WHEREAS, the DEPARTMENT will conduct its right of way acquisition activities in accordance with its right of way procedures and applicable federal acquisition requirements; and

WHEREAS, the parties agree that it is in the best interest of the public to promote a cooperative effort between the DEPARTMENT and the AGENCY for the successful completion of the Project.

NOW THEREFORE for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties, this MOA sets forth and outlines the following agreements between the DEPARTMENT and the AGENCY concerning the performance of acquisition and maintenance activities by the AGENCY and the DEPARTMENT for the portion of the AGENCY’s Project:

The above recitals are true and correct and are incorporated herein by reference.

Upon completion of its acquisition and construction activities for the Project, the DEPARTMENT will transfer and the AGENCY will accept acquired property rights along the AGENCY FACILITY, including excess property acquired by the DEPARTMENT on behalf of the AGENCY. If for some reason the DEPARTMENT does not construct the Project, any acquired property shall be conveyed to the AGENCY in accordance with all federal and state regulations, and the AGENCY shall accept the property and comply with all regulations, including making any and all reimbursements to the DEPARTMENT or the Federal Highway Administration (“FHWA”) that may be required by said regulations due to the Project not being constructed.

Said conveyance shall include, and the AGENCY fully accepts, a transfer and assignment of all rights and obligations pursuant to any maintenance agreement, utility agreement, subordination, and/or other agreements or matters of record relating to the property to be conveyed and the AGENCY shall assume all responsibilities and liabilities arising from any obligations thereunder which responsibilities, liabilities and obligations as set forth in the conveyance documents shall run with the land. This provision shall survive the termination of this MOA.

The limits of Right of Way Acquisition for AGENCY, as well as a third-party entity, Indian River County, included in this agreement are shown in Attachment A. This exhibit depicts lands to be owned or granted by easement, for both the AGENCY as well as Indian River County.

Notwithstanding any other provision herein to the contrary, the DEPARTMENT shall not be responsible for any costs or attorney fees arising out of any liabilities or obligations incurred regarding the right of way after the transfer of property.
Upon completion of construction of the Project by the DEPARTMENT, the AGENCY shall be responsible for the maintenance of all properties acquired for the AGENCY FACILITY by the DEPARTMENT, as depicted in Attachment A, keeping them in a safe condition. This includes responding to and addressing Code Enforcement violations and complaints from the public as well as any required mowing and litter removal during construction.

To the extent provided by law, the AGENCY shall indemnify, defend and hold harmless the DEPARTMENT and all of its officers, agents and employees from any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the AGENCY, its agents or employees during acquisition and other related activities on the Project except that neither the AGENCY, its officers, agents or employees will be liable for any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the DEPARTMENT or any of its officers, agents or employees during the performance of acquisition and other related activities on the Project. Except as provided in this Section, the Agency does not waive any defense of sovereign immunity, and indemnification by the Agency shall be subject to the limits, including the monetary limits, set forth in Section 768.28, Florida Statutes.

Any and all notices given or required under this MOA shall be in writing and either hand- delivered with receipt acknowledged or sent by certified mail, return receipt requested. All notices delivered shall be directed as follows:

As to the DEPARTMENT:

James Hughes, P.E., Project Manager Florida Department of Transportation 3400 West Commercial Boulevard Fort Lauderdale, Florida 33309-3421 Phone: (954) 777-4419

With copy to:

Dan Marwood, Deputy Right of Way Manager - Production Florida Department of Transportation
3400 West Commercial Boulevard Fort Lauderdale, Florida 33309-3421

Phone: (954) 777-4237

As to the AGENCY:

XXX

With copy to:

XXX

Multiple  copies  of  this  MOA  may  be  fully  executed  by  all  parties,  each of which shall be deemed to be an original. The date entered above where indicated shall be the date the last party signed this MOA.

REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK

IN WITNESS WHEREOF, the parties hereto have made and caused this Memorandum of Agreement to be authorized and duly executed on behalf of their respective entities.

FOR DEPARTMENT:

FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT FOUR

By: 	

Administrative Assistant:	Print Name: 	James Hughes	

Print Title: 	Project Manager	

Print Name: 	

Legal Approval:

District Four Attorney

FOR AGENCY:
ATTEST:	Sebastian River Improvement District

By: 		Sebastian River Improvement District Executive Director	 By: 		
Name	Name
Executive Director	Title

APPROVED AS TO FORM AND LEGAL SUFFICIENCY

	Sebastian River Improvement District Attorney	 Name
Attorney

This Memorandum of Understanding has been duly authorized and approved on 	 by {Sebastian River Improvement District } Board Action. 	.

ATTACHMENT A

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O'Halre, Quinn & Candler, Chartered 3111 Cardinal Drive
Vero Beach, Fl 32963

JEFFREY K. 91\RfflN, Cl£RK
INDIAN RIVER COUNTY

JEFFREY I(, BARTON ClERK CIRCUIT COURT INDIAN RIVER CO., FLA

GRANT OF EASEMENT
THIS INDENTURE, made and entered into on this day of van€«- I 1999, by and between MARGARET A. RYALL, a single woman, hereinafter called the "Grantor,• whose post office address is P. 0. Box 651, Wabasso, Fl 32970, and SEBASTIAN RIVER WATER CONTROL DISTRICT, a water control district of the State of Florida under Florida Statutes, Section 298, hereinafter called the "Grantee", whose post office address is 925 SW 122nd Avenue, Vero Beach, Fl 32968;

(Wherever used herein, the terms "Granter" and Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.)

For the sum of $10.00 and other good and valuable considerations, the receipt and sufficiency of which ishereby acknowledged, Granter does give and grant toGranteean exclusive easement for purposes of location and maintenance of ditches, canals anddrainage structures on, over and across a parcel of land described as follows:
Real property described on Exhibit ''A" attached hereto and, as such, made a part hereof.
TO HAVE AND TO HOLD as described herein,

Grantor hereby covenants that Granter has good right and lawful authority to
convey the easement established hereby.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in Grantor's name the day and year first above written.

as to Grantor

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nlAT PART OF TH6 NORlH 80 FEET OF SOUTH 120 FBBT OF  WBST ONE­ HALF OF THB WBSTONB-HALF OFlHB SOumBASTONB-QUARTBR OFSBC'llON 25, TOWNSHIP 31 SOUTH, RANOB 38 EAST, INDIAN 1UVBR COUN'IY, FLORIDA, LYING
BASTBRLY OF BAST RIOIIT-OF-WAY OF CANAL AS CONVBYBD BY WINIFR.BD DANCY TO nm SBBASTIAN RIVBR DRAINAGE DISTRICT, AND DBSCRIBBD IN OFFICIAL RBCORD BOOK 132, PAOB 543, PUBUC RECORDS OF INDIAN RIVER

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COUN1Y, FLORIDA, LESS AND EXCEPTING THAT PART TIIBRBOF LYING WITHIN THE 300 FOOT WIDE RIOIIT-OP•WAY AS SHOWN ON  PLAN OF RECLAMATION OF TilB SEBASTIAN RIVBR DRAINAOB DISTRICT AND DBSCRIBBD ON PAGB S70 OF THE ORDBR APPROVING RBPORT OF COMMISSIONBB,S. RBCORDBD IN CHANCERY ORDER BOOK 9. PUBLIC RECORDS OF n-lDIAN RIVBR COUN1Y, FLORIDA. (NOTE: THE SOUTH FORTY (40) FBBT OF SAID SOUTHBAST ONB-QUARTBR LYING AND BEING WITHIN THE RIGHT-OF-WAY OF COUNTY ROAD 510 AS PBR OFFICIAL RECORD BOOK 185, PAOB 661, PUBLIC RBCORDS OF INDIAN RIVBR COUNTY, FLORIDA.)

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THIS INSTRUMENT PREPARED BY
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JFFFREV K. RA11TON. CLERK

INDIAN RIVER COUNIY

GRANT OF EASEME I
THIS INDENTURE, made and entered into on this I.J..#t. day of ,mM O , l 999, by and between FRANCIS UTTLEBURY DANCY, as Trustee of the FRANCIS UrrileURY DANCY TRUST, dated September 14, 1987, hereinafter called the "Grantor," whose post office address is P. O. Box 457, Ft. Pierce, FL 33454, and SEBASTIAN RIVER WATER CONTROL
DISTRICT, a water control district of the State of Florida under Florida Statutes, Section 298, hereinafter called the "Grantee", whose post office address is 925 SW 122nd Avenue, Vero Beach, FL 32968;

(Wherever used hereir., the terms "Grantor" and Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.)
For the sum of $10.00 and other good and valuable considerations,the receipt and sufficiency of which ishereby acknowledged, Grantor does giveand grant to Grantee anexclusive easement tor purposes of location and maintenance of ditches, canals and drainage structures on, over and across a parcel of land described as follows:
An undivided one-half interest in real property described on Exhibit "A" attached her to and, as such, made a part hereof.
TO HAVE AND TO HOLD as described herein.
Grantor hereby covenants that Grantor has good right and lawful authority to convey the easement established hereby.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in Grantor's name the day and year first above written.

Signed, sealed and delivered

Francis Littlebury Dancy, as Truste of the Francis	Littlebury Dancy Trust Dated September 14, 1967

STATE OF FLORIDA COUNTY OF INDIAN RIVER
-r-Ihe foregoing instrument was acknowledged before me this A	day of
Vt)@	,1999,byFrancis Littlebury Dancy,asTrusteeof the Francis Littlebury Dancy

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Trust dated September 14, 1987.  He is person ly known to me or has produced
	 as identification.

RECORD AND RETURN TO:
Samuel A, Block, Esq.
r\1	2127 10th Avenue
V	Vero Beach, FL 32960

Page 19

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CXHIBIT "A"

PARCELNO. I
THE BAST EIGHTY (80) FEET OF TI-IE SOUTH FIFTY (SO) FEET OF THE EAST
ONE-HALF OF THE NORnuyEST ONE-QUARTER OF THE SOUTHEAST ONE­ QUARTER OF SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA.
PARCELNO. 2
THE EAST EIGHTY (80) FEET, AND THE NORTII EIGHTY (80) FEET OF TIIB SOUTH ONE-HUNDRED AND TWENTY (120) FEET OF THE EAST ONE-HALT OF THE SOUTHWEST ONE-QUARTER OF1llE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA.
ALL OF THE ABOVE DESCRIBED PARCELS LYING AND BEING IN TIIE EAST ONE-HALF OF TIIE WEST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA.
(NOTE: THE SOUTH FORTY (40) FEET OF SAID SOUTHEAST ONE-QUARTER LYING AND BEING WITHIN THE RIGHT-OF-WAY OF COUNTY ROAD 510 AS PER OFFICIAL RECORD BOOK 185, PAGE 661, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.)

-----···-·-··

Page 20

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,Recordin;J: $	00J(

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2127 Tenth Avenue		-

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PREPARED BY AND RETURN TO: SAMUEL A. BLOCK, ESQ.

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Samuel A. Block, P.A. Vero Beach, FL 32960

DECLARATION OF RESTRICTIVE COVENANT
THIS Declaralion of Restrictive Covenant. made this 'J.!!!.. day of vi, ,
1999, executed by MARGARET A. RYALL ("RYALL") and FRANCIS LITTL   RY
DANCY, as Trustee of the Francis Littlebury Dancy Trust dated September 14, 1987, and FRANCIS LITTLEBURY DANCY, VIRGINIA D. GOMEZ, FRANCIS LITTLEBURY DANCY,
JR., and EDWARD BENJAMIN DANCY, successor Co-Trustees of the Clara Vining Dancy Trust dated September 14, 1987 (collectively known as "TRUSTEES"), in which the parties agree as follows:

RYALL is the record title holder of the real property located in Indian River County, Florida, specifically described in Schedule "A", attached hereto; and

TRUSTEES are the record title holder of the real property located in Indian River County, Florida, specifically described in Schedules "B-1" and "B-2", attached hereto; and

That RYALL and TRUSTEES impose and place the following restrictive covenant on the real property described in Schedules "A", "B-1" and "B-2":

In the event the slough or natural creek which meanders east to west through the property is filled or for any reason rendered unusable for drainage purposes, RYALL and TRUSTEES and their successors in title shall be responsible at their cost for the construction of a new canal in the 80' right-of-way located along the easterly and southerly boundary of the real property described in Schedules "A", "8-111 and "B-2".

The construction of the canal shall be in accordance with the plans and specifications of the Sebastian River Water Control District since this canal would become an integral part of the drainage system under the jurisdiction of the Sebastian River Water Control District.

Further, RYALL and TRUSTEES and their successors in title shall be responsible to take the necessary measures to prevent the future

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discharge of storm water from north of the property described in Schedules "A", "8·1" and "B-2" into the property set forth in Schedules "A", "B-111 and "B-2".

This Restrictive Covenant shall run with the land, be perpetual in existence, and shall enure to the benefit of the present owners, their successors in title, their assigns and Personal Representatives. Any changes to or removal of the restrictive covenant shall require a written consent of the Sebastian River Water Control District or its successor.

IN WITNESS WHEREOF, the parties have signed and sealed these presents the day and year first above written.

Signe , sealed and delivered

RYALL:
M#ARGA.FWAL	------

TRUSTEES:

Name Printed:	,, =:;	 c"'f

FRANCIS LITTLEBURY DANCY TRUST DATED SEPTEMBER 14, 1987

CLARA VINING DANCY TRUST DATED SEPTEMBER 14, 1987
st	/.G- 	
FRANCIS LITTLEBUR tY,
Co-Trustee

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STATE OF FLORIDA COUNTY OF INDIAN RIVER

FRANCIS L

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Co-Trustee

 /j	

EDWARDBENJAINDANCY	
Co-Trustee

I HEREBY CERTIFY that on this day, before me, an officer duly qualified to take acknowledgments, personally appeared MARGARET A. RYALL, to me personally known and known to me to be the person described in and who executed the foregoing instrument and she acknowledged to and before me that she executed the same, and who is personally known to me OR produced 	as identification.
WITNESS my hand and official seal in the state and	ty last aforesaid this 3LtQ day

of vurv2	, 1999.

(notary seal)

STATE OF FLORIDA COUNTY OF IND/AN RIVER

I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared FRANCIS UTTLEBURY DANCY, as Trustee of the Francis Littlebury Dancy Trust dated September 14, 1987, and as Co-Trustee of the Clara Vining Dancy Trust dated September 14, 1987. to me known to be the person described in and who executed the foregoing instrument. He is personally known to me or produced	as identification.

:::1: itness my hand and official seal in the County and ate last aforesaid this 1/..- ay

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(notary seal)

MYCOM	c EWES	;:if, t  -·_s_ta_e_o_f_F_io_r_id_a
Merv u ..2002	Expiration Date:	_
CC,W,1HlUfliOl'IWIWVlo.K-
. 3.

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STATE OF	FL o,eI l)# 
COUNTY OF '3.z: LI.((I,l
I HEREBY CERTIFY that on this day, before me. an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared VIRGINIA
D. GOMEZ, as Co-Trustee of the Clara Vining Dancy Trust dated September 14, 1987, to me known to be the person described in and who executed the foregoing instrument. she is personally
known to me or produced Et ht tl.6;J.o -1  s: f  -s·-- Zf	 f 	as identification.

of

(notary seal)

OI;	NUl'AltY' !'/\i..
lAiJIN QUJl.lCHl l.O
NOTARY P\Jl)UC 5TATS.Or H.(lUnJA
cob1M1$!0N NU ,unvn
 cm		1iXP ocr.29	1

STATE OF	\	\0r·,c;a.,			 COUNTY OF ·_\·..)......u...."""".v.0..:"""'\.	_

I HEREBY CERTIFY thal on this day, before me. an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared FRANCIS LITTLEBURY DANCY, JR., as Co-Trustee of the Clara Vining Dancy Trust dated September 14. 1987, to me known to be the person described in and who executed the foregoing instrument. He
is personally known to me or produced ,. l	•\),	,v	;.,·,	b . \· c·, r	as
identification.

Witness my hand and official seal in the County and State last aforesaid this ' j'_L
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day

(notary seal)

STATE OF	-- \.\)\\\\ COUNTY OF	'.S\ \	\.,\.1..f.\.. \i

-+w> i....i..::.......11--.11.o-h ....:---
Not ry Public. State of ..>-1,) ---
NamePrinted:{"!'<',\ ,"{i.,, '\? 
ExpirationOate:_,_· ''-'--\_ ;,;\ 	_

I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared EDWARD BENJAMIN DANCY, as Co-Trustee of the Clara Vining Dancy Trust dated September 14, 1987, to me known to be the person described in and who execute tpe foregoing instrument. He is personally known to me or produced	 '-!.!>,\	).\\. Th,,,\\.,l;<)	-, identification.
Witness my hand and official seal in the County and State last aforesaid this  day of--"l,;w::11-.l:>,,		,	1999.	, 	_	\\  ·\ 	\f	 "	

Notary Pu	State of..;.,·"'Wfl  ,s.,p,,
(notary seal)	NamePrinle ·-=-.L.l,r.u:-.. ;s..-=--_;c,,,	,,
ExpiraJff».lJ,l te: ,1111!• -­ '.•fi'. :• Ptf CWIRSSUI I r.GYAUl.1 (XPIRE!.
IPlrf'\'/U/JJIAIIC'IIIIIAll!,1·.'.,ll1',<:l1/ll  [,IAJH.IIV	? ,i.l	-'	.i1rolly 15. 2001
'• !:,.	OIKIITIUtfl.lllllGtCWU IIC

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SCHEDULE '1A

The West one..half of the West one-•half of the Southeast 1/4. LESS rights-of• way in Section 25. Township 31 South, Range 38 East, Indian River County. Florida.

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SCHEQULE lilB-1

An undivided one--half interest in the East ½ of the West ½ of the Southeast 1/4. Section 25, Township 31 South. Range 38 East, Indian River County Florida.

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SCHEDULE 'a..2•

An undivided one ..half interest in and to the East ½ of the West
½ of the Southeast 1/4. Section 25. Township 31 South. Range 38 East, Indian River County Florida.

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OCEAN BREEZE STREET

LEGAL DESCRIPTION

SPECIAL WARRANTY DEED OFFICIALRECORD BOOK 3352, PAGE 1885
PARCEL 1.
SOUTH 100 FEET OF THE NORTH 1/2 OF THE NORTHEAST 114 OF THE SOUTHEAST 114 AND THE SOUTH 112 OF THE NORTHEAST 114
LANFAIR AVENUE	OCEAN BREEZE STREET	OF THE SOUTHEAST 114 AND THE SOUTHEAST 114 OF THE SOUTHEAST 114; LESS CANAL RIGHT-OF-WAY INFAVOR OF THE SEBASTIAN RIVER DRAINAGE DISTRICT ESTABLISHED BY AND AS RECORDED IN DEED BOOK 32, PAGE 177,INDIAN RIVER COUNTY,
FLORIDA, PUBLIC RECORDS; LESS THE SOUTH 40 FEET FOR ROAD RIGHT-OF-WAY AS SET FORTH IN OFFICIALRECORDS BOOK 187, PAGE 589, IN SECTION 25, TOWNSHIP 31 SOUTH AND RANGE 38 EAST SAID PROPERTY LYING AND BEING IN INDIANRIVER COUNTY, FLORIDA.
PARCEL 2:
THE EAST ONE-HALF OF THE NORTHEAST QUARTER OF THESOUTHWEST QUARTER OF SECTION25, TOWNSHIP 31 SOUTH,
FOUND IRON	RANGE 38 EAST, INDIANRIVER COUNTY, FLORIDA.
ROD IN CONC
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: .FROM THE CENTER OF SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, RUN SOUTH 00'58'15' WEST, A DISTANCEOF 1.323.17FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST
ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 25; THENCE RUN NORTH 89'14'20" WEST, ALONG THE SOUTH LINEOF SAID NORTHEAST 114 OF THE SOUTHWEST 114, A DISTANCE OF 193.10 FEET TO A POINT ON THE CENTERLINEOF THE SEBASTIANRIVER WATERCONTROL DISTRICT'S 200 FOOT WIDEFLOOD PLAIN EASEMENT, (AS FURTHER DESCRIBED IN OFFICIAL RECORDS BOOK 128, PAGE 704, PUBLICRECORDS OF INDIANRIVER COUNTY, FLORIDA), AND POINT OF BEGINNINGOF THE FOLLOWINGDESCRIBED PARCEL FROM SAID POINT OF BEGINNING CONTINUE NORTH 89'14'20" WEST ALONG THE SOUTH
LINE OF SAID NORTHEAST U4 OF THE SOUTHWEST 114, A DISTANCE OF 471.21 FEET TO THE SOUTHWEST CORNER OF THE EAST
SHAKESPEARE STREET	1/2 OF THE NORTHEAST1/4 OF THE SOUTHWEST 114 OF SAID SECTION 25; THENCE RUN NORTH00'58'25" EAST,ALONG THE WEST
25' RIGHT-OF-WAY	LINE OF SAID EAST 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, A DISTANCEOF 486.43 FEET TO A POINT ON THE CENTERLINE OF SAID200FEET WIDE FLOOD PLAIN EASEMENT; THENCE RUN SOUTH 43'13'07' EAST ALONG THE
CENTERLINE OF SAID EASEMENT A DISTANCEOF 675.98 FEET TO THE POINT OF BEGINNING. PARCEL 3:
LIGHTHOUSE AVENUE		THE WEST 112 OF THE WEST 1/2 OF THE SOUTHEAST 1/4, IN SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, LESS A RIGHT-OF-WAY 75 FEET IN WIDTH ACROSS THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP31
SOUTH,RANGE 38 EAST, BEING MORE PARTICULARLY DESCRIBED IN THAT CERTAIN WARRANTY DEED RECORDED IN OFFICIALRECORDS BOOK 132, PAGE 543, PUBLIC RECORDS OF INDIANRIVER COUNTY, FLORIDA; AND LESS THE SOUTH 40 FEET OF THE WEST 112 OF THE SOUTHEAST 1/4OF SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, AS MORE PARTICULARLY DESCRIBED IN THAT CERTAIN DEED
RECORDED TO OFFICIAL RECORDS BOOK '185,PAGE 661, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS HOWEVER THEWEST 112 OF THE SOUTH 1/2OF THE WEST 112 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF SAIDSECTION 25, TOWNSHIP 31 SOUTH,RANGE 38
CDALLIANCE LLC	EAST, INDIAN RIVER COUNTY, FLORIDA.
ZONE MUNI	PARCEL 4:
THE EAST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 25, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVERCOUNTY, FLORIDA, LESS THE SOUTH 40 FEET OF THEWEST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 31SOUTH, RANGE 38 EAST, AS MORE DESCRIBED IN THAT CERTAIN DEED RECORDED IN OFFICIAL RECORDS BOOK 185,PAGE 661,PUBLIC RECORDS OF INDIAN RIVER COUNTY,FLORIDA.
N
WETLANDS:

00'05'24"  E	TOTAL. 463,678.36 SQ.FT.
1DO.DO' (C)

S 89'59'30" E  664.71'	366.74'(0). 5
S44"14'37' E
POINT OF BEGINNING
SOUTHWEST CORNER	LESS AND EXCEPT
EAST 1 /2 OF THE	IFROM PARCEL 2
NORTHEAST 1/ 4 OF	ORB 3352. PG 1885
THE SOUTHWEST 1/4	IPOINT OF BEGINNING	2DO	100	0	20D	40D
OF SECTION 25,	DRAltlAGE EASDJEtH	,-1
TOWt!SHIP 31 SOUTH,	ORB 128. PG 704
RANGE 38 EAST
GRA0rlC SCALE N FEET
SCAL[: 1" = 20]'

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I:;:	1	PETE BEA TY GROVE LLC	I.	THIS BOUNDARY WETLAND LOCATION SURVEY CONFORMS TO THE STANDARDS OF PRACTICE AS OUTLINED
I,	ZONE A-1	IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.

212,338.027
SQ.FT. Outside of New R/w 16,094.918 SQ.FT.
Inside New R/w

218778.423
SQ.FT. Outside of New R/W 36,232.439 SQ.FT.
Inside New R/W

PARCEL NO. 16	I
N	ORB 132, PG 545
.t."l.	2.	THE SUBJECT PROPERTY LIES 'MTHIN FLOOD ZONE X & PE. (AS SHOWN ON SURVEY), PER FLOOD INSURANCE
RATE MAP NO. 12061C0113J & 12061C0226J EFFECTIVE JANUARY 26, 2023. NO SEARCH FOR ANY MAP
a	ol	AMENDMENTS OR REVISIONS HAS BEEN MADE BY THIS OFFICE.
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U1	WEST LINE OF THE  -';21	3.	LEGAL DESCRIPTION AS PER OFFICIAL RECORD BOOK 3352, PAGES 1885-1887;
I	SOUTHWEST 1/4  OF  (D	4.	BEARING BASIS: N 89"32'52" W ALONG ALONG SOUTH LINE OF THE SE 1/4 OF SECTION 25, TOWNSHIP
THE SOUTHEAST 1/4
OF SECTION 25,	..­	31 SOUTH, RANGE 38 EAST.
TOWNSHIP .31 SOUTH,
RANGE 38 EAST	5.	TOTAL AREA = 146.52 ACRES MORE OR LESS.
SEBASTIAN RIVER	6.	THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE
DRAINAGE [W1TRICT	FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. EASEMENTS OR RESTRICTIONS SHOWN WERE FURNISHED
LATERAL "L'' CANAL	BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AMERICAN LAND TITLE ASSOCIATION COMMITMENT NUMBER
DEED BOOK .32,	13137.05001, DATED APRIL 3, 2023, AT 11:00 PM.
PAGE 177	85TH STREET AKA WABASSO ROAD	7.	ALL FIELD-MEASUREDCONTROL MEASUREMENTS EXCEEDED AN ACCURACY OF I' IN 7,500'.
FOUND IRON
(STATE ROAD 510)	ROD & CAP	8.	THE PARCELS AS DESCRIBED ARE CONTIGUOUS 'MTH NO GAPS, OR GORES EXCEPT AS SHOWN HEREON. LB 7825
1	0.18' SOUTH
t=--	 -- 665. ' _----- I	-----	665.02' --	--	0.04' EAST	9.	ALL PARCELS HAVE ACCESS TO A PUBLICLY-DEDICATED RIGHT-OF-WAY. PARCEL 2 ACCESS IS LESS THAN 15.0
FEET, BUT THERE IS ACCESS.
N 89'56'06" E  1330.03' (C)_			10. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) AND ARE
FOUND MAG NAIL & DISC LB 6840	REFERENCED TO E 644. TO CONVERT FROM NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) TO
SOUTHWEST CORt!ER OF THE WEST 1/2	NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29) ADD 1.51 FEET.
OF THE WEST 1/4  SOUTHEAST 1/4	FOU D PK NAIL
SECTION 25; TOWN )HIP -31 SOUTH,	IN CONC	11.  THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE.
RANGE 38 EAST	SOUTHEAST CORNER  SOUTHEAST 1/4	PREPARED FOR:
CORNER DOCUMENT NO. 089848	OF THE SOUTHEAST 1/4  SECTION 25,	85, SEBASTIAN, LLC
PDll\1T OF ElEGlr,JhJIN(; ORE3 1J2, PG 54.'i		L	_J	TOWN'.'HIP 31 SOUTH, RAt!GE 38 EAST	OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY RESTRICTED FOR 80'		BEACH THIM & JAN			 AMERICAN LAND TITLE ASSOCIATION
CANAL RIGHT-OF-WAY	CITRUS HIDEAWAY	ZONE A-1	FOUND PK NAIL	JECK, HARRIS, RAYNOR & JONES, P.A.
ABBRE\IIATIONS:	ORB 1284, PG 574	SUBDl SION	VACANT	& I DISC LB 205	12. © COPYRIGHT 2022 BY LIDBERG LAND SURVEYING, INC.
W TNESS CORNER
(C) - CALCULATED FROfl Fl LD DATA	REDLANDS CHRISTIAN MIGRANT	ZONE  A-1	THE SKETOH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY.
CBS. = cmJC'/ElE BLOCK STRUCTURE
C.f.l.E. = COMMISSOIERS' INUTES soc,K	ASSOCIATION INC	N89'32'54"W	2658.31'  (C)	THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER.
CMH = CONFLICT M/,J\HOLE	VACANT	REPRODUCTIONS OF THIS SURVEY ARE NOT VALID 'MTHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA
CONC. - CONC"ETE	ZONE A-1	ST. MARTIN MARIO I	VACANT	LICENSED SURVEYOR AND MAPPER EMPLOYED BY LIDBERG LAND SURVEYING, INC.
D.6. = DEED BC(¥	= ll,\Sl HOOlJ lLlVAIION	INDIAN RIVER COUNTY	RONALD & INES TASSINARI
F.H. = FIRE H'r11R,\, T	ZONE A-1
FND. = FCUND	ZONE  CON-1	I	ZONE A-1	INDIAN RIVER COUNTY	LIDBERG LAND SURVEYING, INC.
F.P.L. - FLCRIJ . PO¥\'ER &; LIGHT	I
ICV = IRRIGATION CONTR,JL VALYE	BBi = C,\ICH ll.'\SII	ZONE A-1
INV. = IN'IE'<T	E:'3 =	AASIN (INI FT:,	i
I.P. = IRO)JPl"E
r.rn'.H
I.R. - IRO)JROD	0  = CLl.1\1\OUI
LB = LICEN:.E BIJSl IESS
LP  = LIGHT POLE	LEGE C	[CJ = C:. RI F RISFR
LS , -= LICEN:.E SURI/E'r'	0  = CDNClslll UIILIIY f-'OLl
( i:	f.lEASIJliED
MH = fJAISHC,LE	- 3ENCH<AARK	[I]  = Fl fl':nll': n>:
M.H.V/.= f.lEAN HIGH W,1.TER
MDN. = l,IOIJUMEIH	-'.>- = flHl HYDH/-tJI
O.R.B. - CFFICIAL R CORD BOOK	= ">FiOrERTY COR ER	= GIIY WIRF
(P)  = PLAT	DATE OF SURVEY: JULY 22, 2022	BY: 	
P.6. = PLAT BOCK	[I]  = IHHI:;,',11•:::t. co IROL 'l"J. \ll
PC = POl)JT OF CIJliVATIJRE	= ?CP	:•·  = I IGHT POI f	KENNETH J. BUCHANAN
POB - POl)JT or BEGINNING
POC = POl)JT OF cc+.IME)JCING	;o· = LANlJSCAf-'l UGH I	PROFESSIONAL SURVEYOR AND MAPPER
P.R.M. = PERM/,J\ENT REFERENCE MONUMENT	= MAIi Ar'IX	FLORIDA CERTIFICATE No. 7202
PPC = PERMIIJ\HIT CCN-ROL POINT
PT - POl)JT or TA'IGEtJCY	._.  = SICN	
R.O.W. = RIGHT-OF-WAY	= ;;ECTIDN CORNER	I = S,\NIL\RY M. NHOI f
RCP = REINFCRCED CONCRETE PIFE	36-31
R.P.B. = ROAD PL .T BOC :	= SIIJHf.l MNiHDl.1.
(S) - SLR'IEY	r
SLP = STOP LIGHT PJLE	III = Tfl FP-IOtJF- ISFR
SM-I = SMIITARY l.4ANHOLE	= ::JLARER COR ER	0  C llsl
SBrnH= SOUTH RN BELL ELEPHONE ANHOLE
STMH - STORM MANHOLE	0  = WAlFR MElFR
TLP = TRAFFIC LIG-IT POLE	25	~ = WAllR 1/,\L\A:.
TB = TRAFFIC BOX
TV  = IB.EVIS Oil	--  -	::JLARER COR ER	0  = W'.lOfl lllll lTY POI f
U.E. - UTILITY EAS f./HH	3€	@)  = WAllR srnVICE
WP = WOOD POLE	D
WUP = WOOD UTIJTT PDLE	t;'ll = y,1,pr, flRl\lfJ
W' = WATER \l .LVE	= IIIET_AND				I,.	LID	E	-	LAND
I,.  -u	--	-
VEYIN :. '  IN	•
L 44·1	675Wesi .lr1diunfown Road, Sui!e 200.
,..Jupiter, 1/'orida 33458 TLL. 56!-746-8454	BOUNDARY SURVEY COUNTY ROAD 510
SEBASTIAN	,
PREPARED FOR:
85	SEBASTIAN,  LLC	CAD. I<: \AUTOCAD200D \ 253138 \ 21-122 \ DWG \ 21-122-10 .DWG	
							
						RC,	
							
						LD K.F.	rn	F'G

814	4	J(l[3  21-122-102	
	04-12-2c,23	R[VISF CFRTIFICATIONS  21 172 1J2A	ACR						
	01-11-2023	REVISE-Jp OF BA'IK - Tl- _E CONCERl!S - 21- t22- I 02A	ACB			o,,  A.B.		DAT[  07/22/2022	
	03-09-2023	REVISE WETL/, D LOC1\TIOls - 2'-122-1021, - KF. FB. 826, PG. 9	/1CB						
	DATE:	REVIS ONS:	BY:			CKD K.J.B	0,  1	DWG D21-122	

Page 28
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NOTES:

THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE “STANDARDS OF PRACTICE”, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J-17.050 THROUGH 5J-17.053, OF THE FLORIDA ADMINISTRATIVE CODE.

THIS SURVEY MAP AND/OR REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OR DIGITAL SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
THE FEATURES SHOWN HEREON ARE REFERENCED TO THE HORIZONTAL DATUM FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT AND THE NORTH AMERICAN VERllCAL DATUM OF 1988.
ELEVATIONS THROUGHOUT WERE COLLECTED VIA RTK GPS. THERE ARE OCCASIONAL GRADE BREAKS THAT WERE NOT ACQUIRED SUCH AS SMALL MOUNDS, FURROWS, ETC. THE INTENT OF THE TOPOGRAPHIC SURVEY WAS TD DETERMINE THE DRAINAGE OF THE PROPERTY AND TO CREATE AND CONCEPTUAL SITE PLAN.
THE RIGHT-OF-WAY OR PROPERTY LINES SHOWN ARE FROM A BOUNDARY SURVEY PERFORMED BY LIDBERG LAND SURVEYlNG, INC. WITH A SURVEY DA TE OF JULY 22, 2022.

BENCHMARKS:
BLC 11

E 644

DISK IN CONCRETE MONUMENT STAMPED "BLC 11" LOCATED APPROXIMATELY 68.8 FEET WEST OF A FIRE HYDRANT, 25.3 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 510, AND 7 FEET WEST OF THE EXTENDED CENTERLINE OF 70TH AVENUE, ELEVATION: 18.74 FEET NAVD88 (NGS PUBLISHED)

STEEL ROD WITH DISK STAMPED "E 644 2005" LOCATED APPROXIMATELY 75.5 FEET EAST OF THE CENTERLINE OF 79TH TERRACE, 37.3 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 510, AND 10,4 FEET WEST OF A CARSONITE WITNESS POST. ELEVATION: 15.86 FEET NAVD8B (NGS PUBLISHED)

CMP CPP C.R.W. F.H. F.O.M. FND.
I.R.C.P.R. M.E.S. M.H,
OHP O.R.B. P.B. PG. P.P. PVC RCP
R/W SAN. S.H. TOB TRANS. U.E.B.
u.v.
W.M,
w.v.

LEGEND
CORRUGATED METAL PIPE CORRUGATED PLASTIC PIPE CONCRETE RETAINING WALIL FIRE HYDRANT
FIBER OPTIC MARKER IRON
INDIAN RIVER COUNTY PUBLIC RECORDS MITERED END SECTION
MANHOLE
OVERHEAD POWERLINE OFFICIAL RECORDS BOOK PLAT BOOK
PAGE
POWER POLE
POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE RIGHT-OF-WAY
SANITARY SPRINKLER HEAD TOP OF BANK TRANSFORMER
UNDERGROUND ELIECTRIC BOX UNDERGROUND VAULT
WATER METER
WATER VALVE

I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECT SUPERVISION AND WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE SJ-17.050 THROUGH
5J-17.053, OF THE FLORIDA ADMINISTRATIVE CODE. THE FIELID WORK WAS COMPLETED ON JUNE 4, 2024,

BGE, Inc.
601 21st Street, Suite 410, Vero Beach, FL 32960 Tel: 561-559-2280 ● www.bgeinc.com
Florida Licensed Surveying Firm No. LB8533

TOPOGRAPHIC	SURVEY RIVER OAKS PUD

Copyright 2024

THE PROPERTY LIES IN UNSHADED ZONE “X” (AREAS DETERMINED TD BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), "AE", BASE FLOOD ELEVATIONS 14' AND 15', AS DELINEATED ON THE FLOOD INSURANCE RATE MAPS FOR INDIAN RIVER COUNTY, FLORIDA, MAP NUMBERS 12061C0113J AND 12061C0226J, REVISED JANUARY 26, 2023. THE LINES SHOWN WERE DERIVED FROM GIS PROVIDED FILES FROM FEMA AND ARE NOT FIELD LOCATED.

W.W.

WATER WELL

JIM SULLIVAN, PSM	LS6889

SECTION 25-T31S-R38E
CITY OF SEBASTIAN INDIAN RIVER COUNTY, FL

BGE, INC.
601 21ST STREET, SUITE 410 VERO BEACH, FL 32960 TELIEPHONE: (561) 559-2280

PARTY CHIEF:	R.B.
TECHNICIAN:	B.M.
P.S.M.:	J.S.
FIELD BOOK NAME:

ISSUE DATE: SCALE:
JOB NUMBER:
RB3

06/05/2024
1"-100'
10427

SHEET  1

BASE FILE:

G: \FLA\Projects\85 Sebastian\
10427-01-River_Ooks_F>UD_Topographlc_5urvey\SV

OF_:c2_

AutoCAD SHX Text
--------------------------------------------
6" PVC

AutoCAD SHX Text
-------------------------------------------- TOE

AutoCAD SHX Text
--------------------------------------------
12" CPP

AutoCAD SHX Text
--------------------------------------------
12" CPP

AutoCAD SHX Text
--------------------------------------------
12" CPP

BGE, Inc.
601 21st Street, Suite 410, Vero Beach, FL 32960 Tel: 561-559-2280 ● www.bgeinc.com
Florida Licensed Surveying Firm No. LB8533
Copyright 2024

November 19, 2024

Todd Wodraska
Special District Services, Inc. 2501A Burns Rd
Palm Beach Gardens, FL 33410

RE:	Project:	Sebastian Quarterly SW
Pace Project No.:	35918154

Dear Todd Wodraska:
Enclosed are the analytical results for sample(s) received by the laboratory on November 11, 2024. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.

The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
Pace Analytical Services - Ormond Beach
Pace Analytical Services - South Florida
If you have any questions concerning this report, please feel free to contact me. Sincerely,

Cameron Meynardie cameron.meynardie@pacelabs.com 813-855-1844
Project Manager

Enclosures

cc: Sylvia Bethel, Sebastian WCD
B. Frank Sakuma, Jr, Sebastian WCD George Simons, Sebastian WCD
Frances Ware, Special District Services, Inc.

CERTIFICATIONS

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

Pace Analytical Services Ormond Beach
8 East Tower Circle, Ormond Beach, FL 32174 Alaska DEC- CS/UST/LUST
Alabama Certification #: 41320 California Certification# 3096
Colorado Certification: FL NELAC Reciprocity Connecticut Certification #: PH-0216 Delaware Certification: FL NELAC Reciprocity DoD-ANAB #:ADE-3199
Florida Certification #: E83079 Georgia Certification #: 955
Guam Certification: FL NELAC Reciprocity Hawaii Certification: FL NELAC Reciprocity Illinois Certification #: 200068
Indiana Certification: FL NELAC Reciprocity Kansas Certification #: E-10383
Kentucky Certification #: 90050
Louisiana Certification #: FL NELAC Reciprocity Louisiana Environmental Certificate #: 05007 Maine Certification #: FL01264
Maryland Certification: #346 Massachusetts Certification #: M-FL1264 Michigan Certification #: 9911
Mississippi Certification: FL NELAC Reciprocity Missouri Certification #: 236

Montana Certification #: Cert 0074 Nebraska Certification: NE-OS-28-14 Nevada Certification: FL NELAC Reciprocity New Hampshire Certification #: 2958
New Jersey Certification #: FL022 New York Certification #: 11608
North Carolina Environmental Certificate #: 667 North Carolina Certification #: 12710
North Dakota Certification #: R-216 Ohio DEP 87780
Oklahoma Certification #: D9947 Pennsylvania Certification #: 68-00547 Puerto Rico Certification #: FL01264 South Carolina Certification: #96042001 Tennessee Certification #: TN02974 Texas Certification: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity Utah
Utah FL NELAC Reciprocity
Virginia Environmental Certification #: 460165 West Virginia Certification #: 9962C Wisconsin Certification #: 399079670
Wyoming (EPA Region 8): FL NELAC Reciprocity

Pace Analytical Services South Florida
3610 Park Central Blvd N, Pompano Beach, FL 33064	Florida Certification #: E86240

SAMPLE SUMMARY

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

Lab ID	Sample ID	Matrix	Date Collected	Date Received		
35918154001	510 BRIDGE	Water	11/11/24 11:05	11/11/24 16:30		

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 3 of 18

	SAMPLE ANALYTE COUNT		
Project:	Sebastian Quarterly SW			
Pace Project No.:	35918154			

Lab ID	
Sample ID	
Method	
Analysts	Analytes Reported	
Laboratory		
35918154001	510 BRIDGE	SM 2520B Modified	AM3	1	PASI-SF		
		SM 2540C	HDV	1	PASI-O		
		SM 2540D	VAG	1	PASI-O		
		SM 5210B	SAH	1	PASI-O		
		EPA 300.0	CMB	1	PASI-O		
		EPA 350.1	AEL	1	PASI-O		
		EPA 351.2	AGS	1	PASI-O		
		EPA 353.2	KW1	1	PASI-O		
		EPA 365.3	KW1	1	PASI-O		

PASI-O = Pace Analytical Services - Ormond Beach
PASI-SF = Pace Analytical Services - South Florida

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 4 of 18

ANALYTICAL RESULTS

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

Sample: 510 BRIDGE	Lab ID: 35918154001	Collected: 11/11/24 11:05	Received: 11/11/24 16:30	Matrix: Water

Field Data

Analytical Method:
Pace Analytical Services - Ormond Beach

Salinity by Conductivity

Analytical Method: SM 2520B Modified
Pace Analytical Services - South Florida

Salinity	7.0 U	ppt	7.0	7.0	1	11/14/24 12:45

2540C Total Dissolved Solids

Analytical Method: SM 2540C
Pace Analytical Services - Ormond Beach

Total Dissolved Solids	548	mg/L	5.0	5.0	1	11/14/24 16:53

2540D Total Suspended Solids

Analytical Method: SM 2540D
Pace Analytical Services - Ormond Beach

Total Suspended Solids	10.5	mg/L	5.0	5.0	1	11/13/24 13:44

5210B BOD, 5 day

Analytical Method: SM 5210B
Pace Analytical Services - Ormond Beach

BOD, 5 day	2.0 U	mg/L	2.0	2.0	1	11/12/24 02:28 11/17/24 06:42

300.0 IC Anions 28 Days

Analytical Method: EPA 300.0
Pace Analytical Services - Ormond Beach

Chloride	182	mg/L	10.0	5.0	2	11/12/24 21:15 16887-00-6

350.1 Ammonia

Analytical Method: EPA 350.1
Pace Analytical Services - Ormond Beach

Nitrogen, Ammonia	0.063	mg/L	0.050	0.035	1	11/13/24 14:44 7664-41-7

351.2 Total Kjeldahl Nitrogen

Analytical Method: EPA 351.2 Preparation Method: EPA 351.2
Pace Analytical Services - Ormond Beach

Nitrogen, Kjeldahl, Total	0.95	mg/L	0.50	0.20	1	11/16/24 14:21 11/19/24 10:36 7727-37-9

353.2 Nitrogen, NO2/NO3 unpres

Analytical Method: EPA 353.2
Pace Analytical Services - Ormond Beach

Parameters	Results	Units

PQL

MDL

DF	Prepared	Analyzed	CAS No.	Qual

Field pH	7.22	Std. Units	1	11/11/24 11:05		
Field Temperature	25.7	deg C	1	11/11/24 11:05		
Field Specific Conductance	891.0	umhos/cm	1	11/11/24 11:05		
Oxygen, Dissolved	6.03	mg/L	1	11/11/24 11:05	7782-44-7	
Turbidity	10.30	NTU	1	11/11/24 11:05		

Nitrogen, Nitrate	0.18	mg/L	0.050	0.025	1	11/12/24 09:21	14797-55-8	

365.3 Phosph. Total Low Level

Analytical Method: EPA 365.3 Preparation Method: EPA 365.3 Pace Analytical Services - Ormond Beach

Phosphorus, Total (as P) LL	0.093	mg/L

0.0040	0.0028	1

11/14/24 16:45

11/16/24 11:59 7723-14-0

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 5 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1056232
SM 2520B Modified

Analysis Method: Analysis Description:

SM 2520B Modified Salinity Conductivity

Laboratory:	Pace Analytical Services - South Florida
Associated Lab Samples:	35918154001

METHOD BLANK:  5804838
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Salinity	ppt	7.0 U	7.0

7.0

11/14/24 12:40

LABORATORY CONTROL SAMPLE:		5804839		
Spike		
LCS		
LCS		
% Rec		
Parameter		Units		Conc.		Result		% Rec		Limits	Qualifiers		
Salinity		ppt		35		35.8		102		 
90-110		
SAMPLE DUPLICATE:  5804840												

Parameter	Units

35917118001
Result

Dup Result

RPD

Max
RPD	Qualifiers

Salinity	ppt

7.0 U

7.0 U	5

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 6 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1056272
SM 2540C

Analysis Method: Analysis Description:

SM 2540C
2540C Total Dissolved Solids

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5805237
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Total Dissolved Solids	mg/L	5.0 U	5.0

5.0

11/14/24 16:53

LABORATORY CONTROL SAMPLE:	5805238		
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
Total Dissolved Solids		mg/L		
300	297		99		90-110			
SAMPLE DUPLICATE:  5805239				
35918154001	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

Total Dissolved Solids	mg/L

548

558	2	10

SAMPLE DUPLICATE:

5805240

35918355001

Dup

Max

Parameter	Units

Result

Result

RPD

RPD	Qualifiers

Total Dissolved Solids	mg/L

416

414	0	10

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 7 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1055726
SM 2540D

Analysis Method: Analysis Description:

SM 2540D
2540D Total Suspended Solids

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5802029
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Total Suspended Solids	mg/L	5.0 U	5.0

5.0

11/13/24 13:44

LABORATORY CONTROL SAMPLE:	5802030						
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
Total Suspended Solids		mg/L		
99.7	94.0		94		90-110			
SAMPLE DUPLICATE:  5802031				
35918212001	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

Total Suspended Solids	mg/L

129

131

10 PK

SAMPLE DUPLICATE:

5802032

35918235001

Dup

Max

Parameter	Units
Total Suspended Solids	mg/L

Result

143

Result

139

RPD

RPD	Qualifiers
10 PK

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 8 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1055291
SM 5210B

Analysis Method: Analysis Description:

SM 5210B
5210B BOD, 5 day

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5799623
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

BOD, 5 day	mg/L	2.0 U	2.0

2.0

11/17/24 06:23

LABORATORY CONTROL SAMPLE:	5799625						
		Spike	LCS	LCS	% Rec		
Parameter	Units	Conc.	Result	% Rec	Limits	Qualifiers	
BOD, 5 day		mg/L		
198	179		90		85-115			
SAMPLE DUPLICATE:  5799626				
35918052001	
Dup				
Max			
Parameter		Units		Result	Result		RPD		RPD		Qualifiers	

BOD, 5 day	mg/L

151

146	4	20

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 9 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1055512
EPA 300.0

Analysis Method: Analysis Description:

EPA 300.0
300.0 IC Anions

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5800612
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Chloride	mg/L	2.5 U	5.0

2.5

11/12/24 16:27

LABORATORY CONTROL SAMPLE:		5800613		
				Spike		LCS			LCS			% Rec		
Parameter		Units		Conc.		Result			% Rec			Limits	Qualifiers		
Chloride		mg/L		50			48.3			97		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5804939
MS	
MSD	5804940		
35918119004	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Chloride	mg/L		52.5	50		50		104		105		103		104	90-110	1		
20 L	

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5804941
MS	
MSD	5804942		
35918166001	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Chloride	mg/L		37.2	50		50		87.8		88.5		101		103	90-110	1		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 10 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1055863
EPA 350.1

Analysis Method: Analysis Description:

EPA 350.1
350.1 Ammonia

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5802544
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Nitrogen, Ammonia	mg/L	0.035 U	0.050

0.035

11/13/24 14:21

LABORATORY CONTROL SAMPLE:

5802545

Spike

LCS

LCS

% Rec

Parameter	Units
Nitrogen, Ammonia	mg/L

Conc.
1

Result

1.1

% Rec

Limits	Qualifiers
106	90-110

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5802547
MS	
MSD	5802546		
92762106001	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Ammonia	mg/L		ND	1		1		1.1		1.1		110		110	90-110	0		20			

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5802548
MS	
MSD	5802549		
35918166002	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Ammonia	mg/L		0.074	1		1		1.1		1.1		105		105	90-110	0		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 11 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1056757
EPA 351.2

Analysis Method: Analysis Description:

EPA 351.2
351.2 TKN

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5807996
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Nitrogen, Kjeldahl, Total	mg/L	0.20 U	0.50

0.20

11/19/24 10:08

LABORATORY CONTROL SAMPLE:		5807997		
				Spike		LCS			LCS			% Rec		
Parameter		Units		Conc.		Result			% Rec			Limits	Qualifiers		
Nitrogen, Kjeldahl, Total		mg/L		20			19.1			95		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5807999
MS	
MSD	5807998						
35917855001	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Kjeldahl, Total	mg/L		0.49 I	20		20		19.5		19.3		95		94	90-110	1		20			

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5808001
MS	
MSD	5808000		
35917855002	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Nitrogen, Kjeldahl, Total	mg/L		0.56	20		20		19.1		19.2		93		93	90-110	0		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 12 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1055328
EPA 353.2

Analysis Method: Analysis Description:

EPA 353.2
353.2 Nitrate + Nitrite, Unpres.

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5799840	Matrix: Water

Associated Lab Samples:	35918154001		

Parameter		
Units		Blank Result		Reporting Limit		
MDL		
Analyzed	Qualifiers	
Nitrogen, Nitrate		mg/L		0.025 U		0.050		0.025		 
11/12/24 08:42	

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 13 of 18

QUALITY CONTROL DATA

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

QC Batch:
QC Batch Method:

1056125
EPA 365.3

Analysis Method: Analysis Description:

EPA 365.3
365.3 Low Level Total Phosphorus

Laboratory:	Pace Analytical Services - Ormond Beach
Associated Lab Samples:	35918154001

METHOD BLANK:  5804316
Associated Lab Samples:	35918154001

Matrix: Water

Parameter	Units

Blank Result

Reporting Limit

MDL

Analyzed

Qualifiers

Phosphorus, Total (as P) LL	mg/L	0.0028 U	0.0040

0.0028

11/16/24 11:46

LABORATORY CONTROL SAMPLE:		5804317		
				Spike		LCS		LCS			% Rec		
Parameter		Units		Conc.		Result		% Rec			Limits	Qualifiers		
Phosphorus, Total (as P) LL		mg/L		0.1		0.094			94		 
90-110		

MATRIX SPIKE & MATRIX SPIKE DUPLICATE:	5804319
MS	
MSD	5804318		
35917873008	Spike	Spike	MS	MSD	MS	MSD	% Rec	Max	
Parameter	Units	Result	Conc.	Conc.	Result	Result	% Rec	% Rec	Limits	RPD  RPD	Qual	
Phosphorus, Total (as P) LL	mg/L		0.46	0.1		0.1		0.56		0.56		102		106	80-120	1		20			

Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.

Date: 11/19/2024 05:50 PM

REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.

Page 14 of 18

QUALIFIERS

Project:
Pace Project No.:

Sebastian Quarterly SW 35918154

DEFINITIONS

DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix. S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate
RPD - Relative Percent Difference NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute.

ANALYTE QUALIFIERS
I	The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. U	Compound was analyzed for but not detected.
L	Off-scale high. Actual value is known to be greater than value given.
PK	Sample volume was decreased because complete filtration was not achieved within the maximum method-specified timeframe.

QUALITY CONTROL DATA CROSS REFERENCE TABLE

Project:

Pace Project No.:

Sebastian Quarterly SW 35918154

Lab ID	
Sample ID	
QC Batch Method	
QC Batch	
Analytical Method	Analytical Batch	
35918154001	510 BRIDGE					
35918154001	510 BRIDGE	SM 2520B Modified	1056232			
35918154001	510 BRIDGE	SM 2540C	1056272			
35918154001	510 BRIDGE	SM 2540D	1055726			
35918154001	510 BRIDGE	SM 5210B	1055291	SM 5210B	1056924	
35918154001	510 BRIDGE	EPA 300.0	1055512			
35918154001	510 BRIDGE	EPA 350.1	1055863			
35918154001	510 BRIDGE	EPA 351.2	1056757	EPA 351.2	1056986	
35918154001	510 BRIDGE	EPA 353.2	1055328			
35918154001	510 BRIDGE	EPA 365.3	1056125	EPA 365.3	1056382	

(Pace

,:e' lo<ation il"'!ue,ted(Cty/St•tel
Pace 11,,3l'f1JaJ.Ormond llooch	CHAIN-OF-CUSTODY Analytical Request Document
B eucTower Clr<ia, Ormond &each, FL 3117•	Chain-ol-Custc,dy In LEGAL DOCUMENT• Comple1e •II r'l!l...,ill\t fn,Jd,

LAB USE ONLY· Affix Workorder/Login Label Here

-l

i	WO#:35918154

Company Name:	Sebastian WCD	Conau:t/Report To:  John Lang	I

Street AddrMS:	P.O. Box 690336 Vero Beach, FL 32969

Customer Project tt:

Ph011e Ii·	(772) 562-9176
E•Mall:	administration@s£d.com
CcE•Millc
Invoice To:

111111111111111IIIIIll
35918154	J
'

Project Name:	Sebastian Quarterly SW

S:te Collection Info/Facility ID (as applicable):

Invoice E-Mail:

Purchase Orw· II (II
applicable):

Quote#:

Specify container Size 0
1	3	1	3	4
lderitlfvContainer Preservative Type" ...
1	3	1	1	1
Analysis Requested

_....,.Contafner Size: (1) ll, (2) 500ml, (3) 250ml, (4)
125ml, (Sl 100ml, (6) 40ml vial, (7) Encore, (8)
TerraCore, (9) Other
0• Preservative Types: (1) None, (2) HN03, {3)
H2504, (4} HCI, {S) Nc10H, (6) 2n Acetate, (7)
NaHS04, (8) Sod Thiosulfate, (9) Ascorbic Acid, (10)
MeOH, (11) Other

Time Zone Collected: ( ] AK	( I PT	( ]MT	( l CT	( X] ET	County/ State origin of sample(s):	Florida

proJ Mgr:
Cameron Meynardle

.,.E,
,.C,

Data Deliverables:

I ] level II	I ] Level Ill	( ] level IV

( ] EQUIS

Regulatory Program {OW, RCRA, etc,) as applicable:

Rush (Pre-approval required):	DW PWSID # or WW Permit# as applicable:
( ] 2 Day ( J 3 day ( J s day (  ] Other	

AcctNum / Client 10:
>.
fable•:
,::,,

1o!a •

[ I Ou,er		

Date Results

Field Filtered (if applicable): ( ] Yes  ( ] No
0.

..!5 Profile/Template:	C

Requested:	Analysis:
Matrix Codes (Insert in Matrix box below): Drinking Water (DW), Ground Water (GW), Waste Water (WW), Product (P), Soil/Solid (SS), Oil (OL), Wipe (WP), Tissue (TS), Bioassay (Bl, Vapor (VJ,
Other (OT). Surface Water (SW).Sediment (SEO), Sludge ISL), Caulk

I-

z

u

en
I-	en

us
g

.

Prelog / Bottle Ord ID:	C

DJstomer Sample ID

Matrix• Comp/
Grab

co11ecteo (orComposite Start}

Composite End

Res. Ct2

Number & Type of Con::..1tw1ri.

0
0
Ill

(')
I z

I-

0

in	(')
0	z

:s:
cij
en

Sample Comment	.

510 BRIDGE

SW	Grab

Date

Time

Oote
Il-lkl.4

Time.
Hoc:;

Plastic  Glass	I-

5	1	1	1	1	1

Customer Remarks / Special Conditions / Possible Hazards:

.....	,
n  rin"i'tt;t:/ ;;i /IP (	r:n tt

Collected By:	1
Printed Name:	\
sr,.. ,ure,	\.::

\ \	t:f1)	t., M 1.. ._

v/Como11nv- ™'r,n(11\;(

,v
AA

,

\ --

'1=1N
I l,K1JA./

r----.

c

Additional Instructions from Pace :

#Cool	Thermometer ID:	Correction Factor ("Cl:	Ob . Ttrrlflt{"C)	Correct Temp ("C)
"\	'l\

fr:·\\ .:J.U	\ ?-,.-.

")

f"E Trackina: Number:

..

:r u, by7Como>ny.{St,n .t

..:o v,,

10",Yi,\\ l l.\ \LP 2(

._.,..,.. ov/Com.,.J\y: )S',in•

r-:! /y.:?c, {{

D•trrt? 11h u

\t. f\	Delivered by: I ] In- Person  I ) Courier

Page 17 of 18

''	.......
qurmec·oy7company; (Signature)

Relinquished by/Company: {Signature)

Date/Time:

Date/Time:

eceived by/Company: (Signature)

Received by/Company: (Signature)

Date/Time:	T	- ·-

Date/Time:

( I FedEX  ( I UPS  ( I Other
Page:	1	of	1

Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace® Terms and Conditions found at https://www.pacelabs.com/resource-library/resource/pace-terms-and-conditions/	ENV-FRM-CORQ-0019_v01_082123 ©

u,..;:u_ n,,
•/3, 3,,,.-,

Project ililafila,ger'.
Client:

-	. .	.	L(,.(
t:x.ammmg corrtents: '1J \..,,J
Verifying pH.	".!/  _

PM: CEM
CLIENT: SEBWCD

W0# 35918154

Du• Dale: 11/21/24

Thermometer Used 	Date _ _.,_\_..\_,._/--'l"""l_._{_'"l;.;;_':j4'_	Time 		Initials 	
State of Origin 	_	0	1	1

Cooler

Temp.'C_L-{.....;.._,....._ (Visual)

-  CJ  )

For /lf\/ .:,roiec{s 311 •::onta1ners verified '.a -SO C

□Samples on ice, cooling process has begun

#1

Cvoler#2 Temp.'C  _

Coolet #4 Temp.'C  _ Cooler #5 Temp 'C   _ Cooler #6 Temp 'C   _

-(Correction facto,)---=::.   &..,,l 1Actual)
(Visual)	(Correction Factor) 	(Actual}
(Visual)	(Corr:act.ion Factor} 	(Actual)
(Visual)	(Corre<:tion Factor) 	(Actual]
(Visual)	(Correction Factor) _ 	(Actual)
(Visual)	(Correction Facto,) 	(Actual)

uSamples on ice cooling process has begun
□Samples on ice, cooling process has begun
□Samples on ice, cooling process nas begun
□Samples on ice, cooling process has begun
□Samples on ice. cooling process has begun

Recheck foi" OOT 'C 	(Visual) 	(Correction Factor) 	pi.ctuall	Time: 		_	Initials: 	
Courier: □Fed Ex □UPS uUSPS □Client •:Jcommerc1a ace	OOther		
Shipping Method: □Standard Overnight  □First Overnight  □Priority Overnight  OGro,,nd Olnternat1ona1Prionty	□Other		
Billing: □Recipient □Sender □Third Party  □Credit Card □Unknown

T,ac!<ing # 	
Custody Seal Present: 0Yey6No Seal flrnperly placed nd in-tact □Yes ClNo	le	Wet □Blue □Ory CJNone ClMelted
 Packing Material: □Bubble Wrap	Bubble Bags O/\lone	C!0ther	

, Samples shorted to labft: Olllon(If yes, complete the following)

Shorted Date·	\, \   i h ...'-{
Bottle Quanti Ir, pe.	'L,,S')7<;,

Shorted Time· - ;_,,,h -½-0-._.

!Present: !;jl 8l; □No ! Filled Out:	□No ON/A I Sampler Name: □No ON/A	
Chain of Custody:	,,	:ft	t;Zl'Ye	[;{.
1 Relinquished To Pace,:  Yes □No □NIA I Sampling Oate(st·  Yes □No ON/A I Sampling Time(s\:	es ONo □NIA	
Samples A.-rived w1th1n Hold Time	/4es	□No.  ON/A	Comme,ns	
Rush Turnaround Requested on COC	OYes /1'.JNo	ON/A	Comments	
Sufficient Volume	z:t	□No	□NIA	Comments	
Correct Containers Used	zves  □No	ON/A	Comments	
Containers Intact	21Ye¥	□No	ON/A	Comments	
Sample Labels Match C0C (Sample 10, Date/Time oiCollection)	- s	□No	ON/A	Comments	
All containers needing acid I base preservation have been checked	fI  ./
QYes	0No	□NIA
I
All containers needing preservation are found to be 1n compliance with		□No	ON/A EPA recommendation	Yes
Exceptions Vials. M1crob1ol0Qv, 0&G. PFAS •	/'		Preservation Information	
				
	Preser'lative:		Date:	
	Lot I Trace:		Time:	
	
Amount added (ml): ---	
	Initials:		
Headspace 1n Volatile Vials? ( >6mm)	□Yes	□No	Ji1NIA		
Trip Blanl< Present	□Yes	□No b /A		

I

Comments I Resolutions (usa back for additional comments):		I	

Page 18 of 18

This instrument prepared by:
Bruce Barkett, Esq.
Collins Brown Barkett, Chartered 756 Beachland Blvd.
Vero Beach, FL 32963

SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED, made this   day of 	 2024, between SEBASTIAN RIVER IMPROVEMENT DISTRICT, whose address is: c/o Special District Services Inc., 2501a Bums Road, Palm Beach Gardens, FL 33410, GRANTOR, and INDIAN RIVER COUNTY, FLORIDA, a political subdivision of the State of Florida, whose address is: 1801 27th Street, Vero Beach, FL 32960, Grantee.

WITNESSETH that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the Grantee all that certain land situate in Indian River County, State of Florida, to-wit:

A parcel of land lying in Section 36, Township 32 South, Range 38 East, Indian River County, Florida, and being described as follows:

The East 40.00 feet of the Southeast 1/4 of Section 36, Township 32 South, Range 38 East, less the North 30.00 feet and the South 90.00 feet thereof.

(Sketch of legal description also attached hereto as Exhibit "A")

Subject to restrictions, reservations and easements of record, if any, and taxes subsequent to December 31, 2024.

TOGETHER, with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD the same in fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through, or under the said Grantor.
IN WITNESS WHEREOF, the Grantor has hereunto set his/her hand and seal the day and year first above written.

Signed, sealed and delivered m our presence:

Print Name:	 _
P.O. Address.- 	 _

Sebastian River Improvement District, A Florida independent special district

By:------------
Name: 	 _
As: 	 _

Print Name:	
P.O. Address: 	 _

STATE OF FLORIDA COUNTY OF INDIAN RIVER
The foregoing instrument was acknowledged before me by means of □ physical presence
or	□	online	notarization,	this			day	of			2024,
by 		as 	 of Sebastian River Improvement District, on its behalf, who is □ personally known to me or who has □ produced 	as identification.

{Notary Stamp}	Notary Public
My commission expires:.	 _

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.# 21-108

MATCHLINE-SEE SHEET 2

-	c

NORTH		

SCALE: 1'' = 150'

0	LESS" & EXCEPT"

8

0	SEBASTIAN RIVER WATER o

0

0	CONTROL DISTRICT
SUB-LATERAL C-15 CANAL -

SUBJECT PARCEL

74TH AVENUE &
A-----l- LRF.lf.C.D. LATERAL "c" CANAL
(100' R/W)

SEBASTIAN RIVER WATER CONTROL DISTRICT LATERAL "L" CANAL
(40' R/W)

PARCEL ID:
32383800000700000002.0

.

mm

0  ID

vi"'	N'

a.	"'

"'

iw!:<.:i	a,

PARCEL ID:
33390600001003000001.0

..._,..:

b	ba.

o"'

<.:i

"'	U)
nma::	ui

z·o	"'
am::
g
0
a,
vi

-t-

SE CORNER OF SECTION 36
TOWNSHIP 32 SOUTH
RANGE 38 EAST

t		 	

	 _.s_,s,.E.,.C. lJ!'l.E or 36-T32S-R38E,	....  .  26TH ST	►
N. SEC. LlNE OF l-'1'33S-R56E	N8'.J"  YJ3"'·,'-,w-....L..-•....!ti-.1----- 

MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 20I VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM

lHIS SKETCH OF DESCRIPTION ARE NOT VALID WllHOUT lHE SIGNATURE AND lHE ORIGINAL RAISED SEAL OF lHE FLORIDA REGISTERED SURVEYOR ANO MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT lHE END OF "!HE ATTACHED REPORT. lHE PLAT AND REPORT ARE NOT FULL AND COMPLETE WllHOUT ONE ANO"!HER.

SHEET 'I OF l

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.#  21-108

NORTH
SCALE: 1" = 150'

E. 1/4 CORNER SECTION 36
TOWNSHIP   32   SOUTH:\

I

RANGE 38 EAST

  E:- W.....1/ 4 SECTION LINE	33RD ST
OF SEC. 36-32S-3BE-	'-	UJl..o "-'RC.,/W,.,...i..,;.i-..,..	
S. R/W LINE

a

d

a
"z'

SEBASTIAN RIVER WATER CONTROL DISTRICT LATERAL "L" CANAL
(40' R/11)

74TH AVENUE &
i------11- LRF.W.C.D. LATERAL •c• CANAL
(100' R/W)

-

,_,.
N. VaIaG:.t»tl-lrl-.aX-1m/4flr

(OIII IMI. J'CL WI)

PARCEL ID:
33390800001003000001.0

SUBJECT PARCEL

MATCHLINE-SEE SHEET 1

MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX, 772-794--1096 EMAIL, INFO@MLS-LB6905.COM

lHIS SKETCH OF DESCRIPTION ARE NOT VALID WllHOUT lHE SIGNATURE AND lHE ORIGINAL RAISED SEAL OF lHE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT lHE END OF lHE ATTACHED REPORT. lHE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.

SHEET 2 OF 3

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.  21-108

SKETCH OF DESCRIPTION - NOT A FIELD BOUNDARY SURVEY
THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BlffiE & STODDARD, INC.	L.B.#6905
d.b.a. MERIDIAN LAND SURVEYORS
1717 INDIAN RIVER BOULEVARD,	SUITE 201 VERO BEACH, FLORIDA 32960
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: BILLY M. MOODY P.S.M.# 5336

LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING DESCRIBED AS FOLLOWS:

THE EAST 40.00 FEET OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST, LESS THE NORTH 30.00 FEET AND THE SOUTH 90.00 FEET THEREOF.

NOTE: THE BEARINGS AND DISTANCES SHOWN ON 11-ilS SKETCH ARE FOR REFERENCE ONLY

ABBREVIA llONS:

I.R.F.W.C,D. -		 INDIAN RIVER FARMS WATIER CONTROL DISTIRICT Cl.RB.	-	OFFICIAL RECORDS BOOK
(P)	-	PLAT
R/W	-	RIGHT-OF-WAY
S.R. W.C.D,  -	SEBASTIAN RIVER WATIER CONTIROL DISTIRICT

MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 20 I VERO BE,\CB, FL. 32960LBM6905 PHONE: 772-794-1213, FAX: 77'2-794-1096 EMAIL: INFO@MLS-LB6905.COM

This instrument prepared by:
Bruce Barkett, Esq.
Collins Brown Barkett, Chartered 756 Beachland Blvd.
Vero Beach, FL 32963

SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED, made this   day of 	 , 2024, between GRBK GHO HOMES, LLC, a Texas limited liability company, whose address is: 1801 27th Street, Vero Beach, FL 32960 Grantor, and SEBASTIAN RIVER IMPROVEMENT DISTRICT, whose address is: c/o Special District Services Inc., 2501a Burns Road, Palm Beach Gardens, FL 33410, Grantee.
WITNESSETH that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the Grantee all that certain land situate in Indian River County, State of Florida, to-wit:
A parcel of land lying in Section 36, Township 32 South, Range 39 East, Indian River County, Florida, and being described as follows:
The West 40.00 feet of the East 80.00 feet of the South½ of the Southeast¼ of Section 36, Township 32 South, Range 38 East.
Less and excepting the Sebastian River Water Control District Sub-Lateral C-15 canal right-of-way.
(Sketch of legal description also attached hereto as Exhibit "A")

Subject to restrictions, reservations and easements of record, if any, and taxes subsequent to December 31, 2024.
TOGETHER, with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through, or under the said Grantor.

IN WITNESS WHEREOF, the Grantor has hereunto set his/her hand and seal the day and year first above written.

Signed, sealed and delivered in our presence:

Print Name:	
P.O. Address: 	 _

GRBK GHQ HOMES, LLC, a Texas
limited liability company

By:
Name: 	 _
Title: 	 _

Print Name:	_
P.0. Address: 	 _

STATE OF FLORIDA
COUNTY OF --------
The foregoing instrument was acknowledged before me by means of □ physical presence or	□	online	notarization,	this			day	of			2024,
by ---------- the 	 of GRBK GHO Homes, LLC, who is □ personally known to me or who has □ produced 		 _

---

as identification.

{Notary Stamp}	Notary Public
My commission expires:	 _

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.# 21-108

NORTH

MATCHLINE-SEE SHEET 2

	N.LINE0FlHES.120FTHESl.:14

SCALE: 1'' = 150' g
0

LESS" & EXCEPT" SEBASTIAN RIVER WATER CONTROL DISTRICT
SUB-LATERAL C-15 CANAL

SUBJECT PARCEL

W. 40.00' OF THE E. 80.00' OF THE S.
1/2 OF THE SE. 1/4

74TH AVENUE &
-----cf- I.RF.lr.C.D. LATERAL •c• CANAL

._..,.,.  ,,._	(100' R/W)

SEBASTIAN RIVER WATER CONTROL DISTRICT LATERAL "L" CANAL
(40' R/W)

PARCEL ID:
3288S600000700000002.0

PARCEL ID:
3359060000100300000LO

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SE CORNER OF SECTION 36
TOWNSHIP 32 SOUTH RANGE 3B EAST

S. SEC. !,,WE OF 36-T32S-RJBE. . _  ,   26TH ST
N.SEC. LJNE Oi' 1-T33S-R:iaE	N89"3'J·3 ""·1,c-, -L-+-t-----

MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUlTE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM

THIS SKETCH OF DESCRIPTION ARE NOT VALID WITHDUT THE SIGNAlURE AND THE ORIGINAL RA/SEO SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNAlURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.

SHEET 1 OF 2

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ,	21-108

SKETCH OF DESCRIPTION - NOT A FIELD BOUNDARY SURVEY
THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BlffiE & STODDARD, INC.	L.B.{16905
d.b.a. MERIDIAN LAND SURVEYORS
1717 INDIAN RIVER BOULEVARD,	SUITE 201 VERO BEACH, FLORIDA 32960
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: BILLY M. MOODY P.S.M.# 5336

LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING DESCRIBED AS FOLLOWS:

THE WEST 40.00 FEET OF THE EAST 80.00 FEET OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST;

LESS AND EXCEPTING THE SEBASTIAN RIVER WATER CONTROL DISTRICT SUB-LATERAL C-15 CANAL RIGHT-OF-WAY

NOTE: THE BEARINGS AND DISTANCES SHOWN ON THIS SKETCH ARE FOR REFERENCE ONLY

ABBREVIA TlONS:
I.R.F.W.C.D. -	 INDIAN RIVER FARMS WATER CONTROL DISTRICT 0 R.B.	-	OFFICIAL RECORDS BOOK
(P)	-	PLAT
R/W	-	RIGHT-OF-WAY
S.R.W.C.D.	-	SEBASTIAN RIVER WATER CONTROL DISTRICT

MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE

201

THIS SKETCH OF O			-	IS NOT VALID WITHOUT THE SIGNATURE AN		GI "		ED SEAL OF THE FLORIDA LICENSED SU	'-					MED BELOW.

I

YERO BEACH, FL. 1296() LB//6905 PHONE: 772-794-1213, FAX: 772-794-I096 EMAIL: INFO@MLS-LB6905.COM

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BILLYM.M""

0;24;2-024

Page 57

This instrument prepared by:
Bruce Barkett, Esq.
Collins Brown Barkett, Chartered 756 Beachland Blvd.
Vero Beach, FL 32963

COUNTY DEED
INDIAN RIVER COUNTY, FLORIDA

This Deed, made this   day of------ 2024, by INDIAN RIVER COUNTY, FLORIDA, a political subdivision of the State of Florida, party of the first part, whose mailing address is 1801 27th Street, Vero Beach, Florida 32960, hereinafter called GRANTOR and SEBASTIAN RIVER IMPROVEMENT DISTRICT, whose address is: c/o Special District Services Inc., 2501a Burns Road, Palm Beach Gardens, FL 33410, hereinafter called GRANTEE.

That GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) 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 GRANTEE, and GRANTEE'S successors and assigns forever, the following described land, situate, lying and being in Indian River County, Florida:

A parcel of land lying in Section 36, Township 32 South, Range 38 East, Indian River County, Florida, and being described as follows:
The West 40.00 feet of the East 80.00 feet of the North ½ of the Southeast ¼ of Section 36, Township 32 South, Range 38 East, Indian River County, Florida.

(Sketch of legal description also attached hereto as Exhibit "A")

IN WITNESS WHEREOF the said party of the first part has caused these presents to be executed in its name by its Board of County Commissioners, acting by the Chairman of said Board, the day and year aforesaid.
INDIAN RIVER COUNTY, FLORIDA
By its Board of County Commissioners

Attest: Ryan L. Butler, Clerk of Court and Comptroller

By:--------------
Susan Adams, Chairman

By:

­
Deputy Clerk

Approved as to form and
Legal Sufficiency	BCC approved: 	 _

(Official Seal)

Susan J. Prado
Deputy County Attorney

Indian River County Administrat9or

By: 		 _ John A. Titkanich, Jr.

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.# 21-108

NORTH
SCALE: l'' = 150'

SEBASTIAN RIVER WATER CONTROL DISTRICT LATERAL •1• CANAL
(40' R/W)

PARCEL ID:
32383800000500000005.0
( ORB 2661, PG. 1118)

W. 40.00' OF THE E. 80.00' OF THE N.
1/2 OF THE SE. 1/4

Ns9·41• 4o·w
40,00'

0	LESS" & EXCEPT"
0	SEBASTIAN RIVER WATER

0

0	CONTROL DISTRICT
SUB-LATERAL C-15 CANAL

74TH AVENUE &
----1- LR.F.W.C.D. LATERAL •c• CANAL
(100' R/W)

PARCEL ID:
33390600001003000001.0

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MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 20I VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM

THIS SKETCH OF DESCRIPTION ARE NOT VALID WITHOUT THE S!GNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.

SHEET 1 OF 2

SKETCH	OF LEGAL DESCRIPTION
EXHIBIT "A"	PROJ.	21-108

SKETCH OF DESCRIPTION - NOT A FIELD BOUNDARY SURVEY
THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BlffiE & STODDARD, INC.	L.B./16905
d.b.a. MERIDIAN LAND SURVEYORS
1717 INDIAN RIVER BOULEVARD,	SUITE 201 VERO BEACH, FLORIDA 32960
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
BILLY M. MOODY P.S.M.# 5336

LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING DESCRIBED AS FOLLOWS:

THE WEST 40.00 FEET OF THE EAST 80.00 FEET OF THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 32 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA.

NOTE: THE BEARINGS AND DISTANCES SHOWN ON TI·US SKETCH ARE FOR REFERENCE ONLY

ABBREVIATIONS:

i.R.F.W C.D. -		 INDIAN RIVIER FARMS WATER CONTROL DISTRICT O-R.B.	-	OFFICIAL RECORDS BOOK
(P)	-	PLAT
R/W	-	RIGHT-OF-WAY
S.R.W.C.D.	-	SEBASTIAN RIVIER WATER CONTROL DISTRICT

MERIDIAN
LAND SURVEYORS
1717 lNDIAN RlVER BLVD, SUITE 201 VERO BEACH, FL. 32960 Lll#69'05 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM

,..
Josep11Schulke

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From: Sent: To:
Cc:
Subject:

Chris Mora <cmora@indianriver.gov> on behalf of Chris Mora Tuesday, October 24, 2023 5:16 PM
'Lauren Hamilton'
Matt Soyka; Bill Handler; Joseph W Schulke P.E.; Jessica Castano RE: 74th Ave. Extension to the north of 26th Street

'NOTICE:Ouremail domairiias changed from ircgov.com toirldia.ni-iver.go·v: Piease make changes.to your

-,

-

•.•

co..ntac.tJ.ists and spam frlters.

,	•

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1

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.	.

I reviewed the preliminary plan package dated September 7, 2023 which was addressed to Rich Szpyrka, former Public Works Director, and subsequently forwarded to me on October 11, 2023. I offer the following comments:

The proposed swap of 40-foot R/W strips between the County and SRID is acceptable.

The proposed alignment of 74th Avenue north of 26th Street should be adjusted to allow for a 460 foot "Minimum Sight Distance For Signal Visibility" as specified in Table 4D-2 on page 461 of the MUTCD. This can be accomplished by moving the beginning point of curvature from sta. 100+92 to sta. 105+32. Although the intersection is currently a 4-way STOP, we should plan for eventual signalization in the future.

Christopher R. Mora, P.E.
Public Works Dept.
,.		·-	..	·
From: Lauren Hamilton <lhamilton@sbsengineers.com>
Sent: Wednesday, October 18, 2023 12:46 PM
To: Chris Mora <cmora@indianriver.gov>
Cc: Matt Soyka <msoyka@indianriver.gov>; Bill Handler <billh@ghohomes.com>; Joseph W Schulke P.E.
<jschulke@sbsengineers.com>; Jessica Castano <admin1@sbsengineers.com>
Subject: Re: 74th Ave. Extension to the north of 26th Street

ic'AUTJON_: This m sage )sfrom an external source_.Plea·s usea1  tio.n vvheh.6perJing att chrnents or-dicking links.

: -

Re: Hawks Grove PD (202100073 / PD-22-12-08)

Mr. Mora,

attached and below - info on Hawk's Grove. We have a PD application at IRC planning. It has stalled a little due to an access issue - and needs creative planning and engineering to extend 74th Ave north to the site (from 26th St to 33rd St). Generally, IRC has substandard ROW for 74th Ave at this time in this stretch of road, and it cannot accommodate the construction of a public paved road to current standards without additional ROW. We were working with Rich Spzyrka, SRID and IRFWCD on a plan that would have GHO purchase 40' from an adjacent property owner, dedicate ·it to IRC, then IRC and SRID would swap ROW's, which would then accommodate the extension along the correct alignment. The current existing dirt road sits in
IRFWCD ROW - and is not an alignment they (IRFWCD or IRC) want as a permanent location for an improved road.

1

,	'I
The plans attached in the email depict the proposal. SRID, IRFWCD appear to be in support of this concept, and Rich was too, but asked us to get preliminary drawings so he could consider in more detail, and hopefully then move forward. The preliminary drawings were sent to Rich about a month ago.

Please advise if you are available on Friday 10/27, Monday 10/30 or Tuesday, 10/31 to meet with Joe Schulke and Bill Handler to discuss this project.

Thank you,

Lauren Hamilton
Executive Assistant
Schulke, Bittle & Stoddatd, LLC 1717 Indian River Blvd, Suite 201 Vero Beach, FL 32960
772-770-9622
772-770-9496 Fax

PLEASE NOTE:

This information is provided solely for your convenience only.

SCHULKE, BITTLE & STODDARD LLC makes no representations or warranties, either express or implied, as to its suitability for any specific purpose. While we believe this drawing file to be accurate at the time of retrieval, this media and its contents can be easily altered or corrupted either purposely or inadvertently through any number of sources.

For this reason, SCHULKE, BITTLE & STODDARD LLC, its managers and or employees shall be indemnified and held harmless from any and all liability that may arise or result from the use of this information by your firm, employees, agents or sub-contractors. Any use of the file provided herein constitutes acceptance of the provisions stated herein.

The information contained in this email is privileged and confidential and intended for the addressee only. If you are not the intended recipient, you are asked to respect that confidentiality and not disclose, copy or make use of its contents. If received in error you are asked to destroy this email and contact the sender immediately. Your assistance is appreciated

On Wed, Oct 18, 2023 at 10:25 AM Matt Soyka <msoyka@indianriver.gov> wrote:

NOTICE: Our email domain has changed from ircgov.com to indianriver.gov. Please make changes to your
_cont	lists and spam filters.

Lauren ,I have copied Chris on this email letting him know that Joe Schulke and Bill handler will be contacting him to set up a meeting with himself ,Erik, and Kirstin to go over some 74th Ave. alternatives for a GHO Project north of 26th Street.

If Chris wishes my attendance I am available, since I have some familiarity with prior discussions.

Matt Soyka, PE

Project Ehgineer
'
Indian River County Public Works Land Development
772-226-1596

msoyka@indianriver.gov

1

Subject: 74th AvF	t	'Lr	ve 5v ir %

Joseph Schulke <jschulke@sbsengineers.com>
to Rich Szpyrka, George Simons, dgunter, Bill Handler, Chuck Desanti, Ryan Sweeney

Thu, Sep 7, 7:20 PM

You are viewing an attached message. Schulke, Bittle and Stoddard, LLC Mail can't verify the authenticity of attached messages.

Rich,

I have prepared the attached preliminary plan and cross sections for proposed improvements to 74th ave, from 25th st north to 33rd street+-. We have had several discussions on the possibility of a ROW swap between IRC and SRID, which would enable the construction of a paved road on 74th Ave to 33rd street. During our last conversation, your direction was for the developer to put together a preliminary plan and cross sections so that the concept could be better evaluated and considered by your office and SRID and IRFWCD. I hope this information is adequate for this purpose, and perhaps you will entertain the idea of meeting together with GHQ and SRID/ IRFWCD engineer to discuss and refine the plan so we can move forward with a concept to be considered by both the IRC BCC and the SRID board.

Key components of the plan and proposal are:
-SRID has 40' of row west and adjacent to, the IRFWCD ROW/ 74th ave. According to the SRID districts engineer, the SRID ROW can not be utilized for road improvements.
-IRC owns 40' row west of the SRID row, along the south½ of the route.
-GHO has a contract to purchase a 40' strip of land west of the SRID ROW, along the north ½ of the route.

The concept is for a land swap with IRC 40' row and GHO 40' parcel with the SRID 40' row, which would provide a ROW strip for a road improvement, and still have an unencumbered SRID row for future needs of the district.

The preliminary plan proposes the following improvements:
-2 lane paved road with F curb, and 6' sidewalk on the west side.
-swale for water quality/ detention parallel to and west of the road improvements. Catch basins are proposed in the swale, to capture stormwater, with piped drainage connections to both the IRFWCD and SRID district canals. I would ask George Simon for his opinion of the ratio of stormwater going to each district, since he represents both districts (as the engineer), and the project bisects both districts. The catch basons could be set above swale invert to required level for treatment and attenuation.
-new ditch within the SRID ROW - this could provide conveyance of stormwater for the road improvements and for any properties lying west of the site that a(e currently served by the SRID. Note that the cross section, depth, etc are only a concept. Any improvements within this area would require the direction of the SRID.
-The road improvements were set at a min. of the greater of the SRID and the IRFWCD 100' canal elevations in the vicinity.

Please review and let me know when you are available to further discuss, and perhaps meet with GHO and district engineer.

Thank you

Joe Schulke, PE 772-770-9622

OnA ::att:::ir.hmAnt • Sr.::innArl hv f.:m::iil

ioseehI Schulke

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From: Sent:
To:
Cc:

Subject: Attachments:

Joseph Schulke
Thursday, June 15, 2023 5:13 PM 'Rich Szpyrka'
billh@ghohomes.com; 'Ryan Sweeney'; 'Brandon Creagan'; 'Patrick Murphy'; 'Matt Soyka'; 'George Simons'
Hawks Grove - 74th Ave
21-236 C-800 74TH OFF SITE-C-001 AERIAL (3).pdf; IRC ROW Strip.pdf; 74th Ave Typical
Section.pdf

Rich,

Rich -we are following up with you (reference your email dated Feb 20,2023 - included below) regarding the Hawk's Grove PD and the 74th Ave improvements and ROW needs. We are initially submitting information and drawings to you for consideration and hope to have a brief telephone conversation and determine if you are in support of the proposal, and then would ask that we can coordinate a meeting at your office with your staff, and SRID and IRFWCD staff to discuss same.

We would like to discuss 74th Ave improvements and ROW needs in the vicinity of 26th st to 33rd street. As you may recall, we have had several meetings and/ or conversations with you and the several other agencies referenced herein regarding possible paved road improvements and ROW needs to facilitate the improvements. GHO Homes has recently entered into a Purchase and Sale agreement to purchase 40' of the multi Grain LLC property located immediately west of the proposed Hawk's Grove development. This pending acquisition, together with the current 40' ROW strip IRC acquired from St. John's Catholic Church in 2001 and 2002 (deeds attached), would provide the opportunity to permit the extension of 74th Ave along the IRFWCD preferred alignment from 26th street to 33rd street. This would require the cooperation of IRC and SRID, and to a lesser extent, IRFWCD. As previously discussed, the 40' wide strip of ROW controlled by IRC and GHQ Homes would need to be swapped with the current 40' SRID Lateral L ROW to facilitate the
74th Ave extension in the preferred alignment, and this also ensures the SRID continues to have a drainage ROW along its eastern boundary. Attached is an exhibit which depicts the above described proposal.

If the acquisition and swap are completed, the 74th Ave paved road can be extended north for½ mile in its current and preferred location, and it will:
-provide ample "clear zone" from EOP to TOB of Range line canal and the necessary maintenance area for IRFWCD.
-provide an opportunity to pave an unimproved 74th Ave road ROW to current safe standards for approx.½ mile.
-provide for a safe pedestrian sidewalk from 26th st to 33rd st.
-provide a clear and unencumbered continuation of the SRID canal lateral L ROW along its east boundary.
-provide paved access to the proposed GHQ Hawk's Grove development.

As mentioned in your emailed dated Feb 20, the proposal and attached plan answer a majority of your questions:
Benefit to IRC: Swapping ROW with the SRID, NOW THAT GHQ has acquired the north¼ mile, would allow 74th Ave to extend½ mile to 33rd street, and complete IRC long range plans for a continuation of 74th Ave to the north. Extending and paving 74th Ave north from 26th st to 33rd street will provide a safer means of travel, provide a compliant clear zone and acceptable and unencumbered maintenance area for IRFWCD for access to Range Line canal, and the extension will further IRC thoroughfare road network goals and objectives, extending the grid.
We are no longer proposing to move our driveway south, but will move to the center of the site's¼ mile frontage. With GHO's pending acquisition of the 40' strip of land, the possible re-alignment and extension of 74th Ave is unencumbered from 26th st to 33rd st.

, 3.  W@ are no longer proposing to move the driveway south. The conceptual plan depicts an access road to the western Multi Grain LLC parcel directly aligned with the Hawk's Grove driveway, centered within the¼ mile road frontage of Hawk's Grove and the Multi Grain LLC parcel. As a condition of the sale, GHO has agreed to construct a new access driveway for the property at this location.
SRID engineer (George Simons) and IRFWCD administrator (David Gunter) initially suggested the idea of a swap. Now that GHQ is acquiring the north¼ mile 40' strip, swapping both IRC's south¼ mile 40' strip and GHO's north¼ mile strip with SRID' 40' lateral L would provide a continuous lateral L canal ROW for the SRID, and a continuous and contiguous Road ROW for IRC for the entire½ mile from 26th st and 33rd st.
We are first discussing this with you, then with your support, would meet with other agencies and then make a formal request to be heard by the SRID board. (we have informally spoken with the administrator, its engineer and one board member, and believe the proposal will be supported).
GHO has contacted the property owner to the west (Multi Grain LLC) and has entered into a contract with the owner to purchase the 40' strip of land, and construct a new access driveway centered on the¼ mile frontage.

Please review the above and attached, and let me know when Bill and I can schedule a convenient time to discuss this further with you.

Best regards,
Joseph W. Schulke, P.E., LEED AP
Schulke, Bittle & Stoddard LLC
1717 Indian River Boulevard, Ste. 201 Vero Beach, Florida 32960
(772) 770-9622 phone
(772) 770-9496 fax
www.sbseng_ineers.com

Connect with us...

PLEASE NOTE:
SCHULKE, BITTLE & STODDARD LLC is providing CAD files to the owner, contractor and/or surveyor for its convenience only. Only the signed and sealed drawings shall be considered to have pertinent information for the construction of this project.
Your reliance on the attached electronic file(s) is at your sole risk, since electronic files can be corrupted, edited, or may have additional data within the files that is not pertinent to the final design as reflected in the signed and sealed drawings.

SCHULKE, BITTLE & STODDARD LLC makes no representations or warranties, either express or implied, as to its suitability for any specific purpose. While we believe this drawing file to be accurate at the time of retrieval, this media and its contents can be easily altered or corrupted either purposely or inadvertently through any number of sources.

For this reason, SCHULKE, BITTLE & STODDARD LLC, its managers and or employees shall be indemnified and held harmless from any and all llability that may arise or result from the use of this information by your firm, employees, agents or sub-contractors.
Any use of the file provided herein constitutes acceptance of the provisions stated herein.

The information contained in this email is privileged and confidential and intended for the addressee only. If you are not the intended recipient,
you are asked to respect that confidentiality and not disclose. copy or make use of its contents. If received in error you are asked to destroy this email and contact the sender immediately. Your assistance is appreciated.

From: Rich Szpyrka <rszpyrka@indianriver.gov>
Sent: Monday, February 20, 2023 10:19 AM
To: Joseph Schulke <jschulke@sbsengineers.com>
Cc: Brandon Creagan <bcreagan@ircgov.com>; Patrick Murphy <pmurphy@ircgov.com>; Adam Heltemes
<aheltemes@ircgov.com>; Matt Soyka <msoyka@ircgov.com>; George Simons <georges@carterassoc.com>; Ryan Sweeney <rsweeney@ircgov.com>
Subject: RE: Hawks Grove - 74th Ave

Joe,

After reviewing the proposal as presented, I am of the opinion that this proposal does not benefit the County and waivers to the Land Development Regulations with respect to what the proposed subdivision is required to construct for roadway improvements will be necessruy. The questions that have arisen are as follows:

What benefit is it to the County to swap r/w with SRID other than allow this development to proceed? The current configuration of 741h along with the current surface conditions of the roadway are sufficient for the minimal use of the roadway.
Why would the County allow the driveway to be moved to the south and not have the roadway constructed to the nmih boundary of the prope1iy as is required by the LDR's?
With the driveway moved south, what impact does this have on the prope1iy to the west for future developmental configurations?
Will SRID vacate the pmiion of the C-15 canal r/w in the future or will they require the developer to the west to purchase the r/w or possibly pipe it as a significant expense?
Has GHO contacted the prope1iy owner to the west to inquire about purchasing prope1iy for r/w?

We can discuss further if you would like to once you have some additional inf01mation for County staff to consider.

Regru·ds,

Richard B. Szpyrka, P.E. Public Works Director Indian River County
1801 27th Street Vero Beach, Fl 32960 (772) 226-1234
Email: rszpyrka(i:v,ircgov.com

-----...-· _......,._ - - -	 -	-- - -	-
rdm: Jqse"ph Schulke <jschulke@sbsengineers.com>
Sent: Friday, February 17, 2023 3:27 PM
To: Rich Szpyrka <rszpyrka@indianriver.gov>
Cc: Brandon Creagan <bcreagan@ircgov.com>; Patrick Murphy <pmurphy@ircgov.com>; Adam Heltemes
<aheltemes@ircgov.com>; Matt Soyka <msoyka@ircgov.com>; George Simons <georges@carterassoc.com>; Ryan Sweeney <rsweeney@ircgov.com>
Subject: Hawks Grove - 74th Ave

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Hello Rich,

??

Bill Handler asked me to follow up with you regarding Hawks Grove PD, and specifically your thoughts on the 74th Ave ROW situation. At our meeting??? you had indicated that IRC ultimately would be extending 74th Ave north, and ROW acquisition would be necessary for 74th Ave to continue with this preferred alignment. You indicated that you would have to consider what IRC plans are and if it would make sense for IRC to consider acquiring ROW now along this stretch of road, or if there is another alternative that would enable Hawks Grove PD to move forward.

??

I have enclosed a copy of our proposed 74th Ave alignment for your reference.

??

The background to this, as you may recall, is that when we last met several weeks ago, we had proposed a possible land swap of 40??? strips between IRC and SRID, which would provide for the extension of 74th Ave north from 26th st about 1250 If with a fairly straight alignment along the section line. However, the extent of the swap is only to SRID canal C-15, which is coincident with Hawks Grove PD south property line, and does not resolve the road alignment or ROW constraints north of the south property line. In order to extend the road further north along this alignment, it would require a portion of 74th Ave to be constructed in and impact the SRID Canal ROW.

??

During our meeting, we proposed to move our entrance and bridge south and near to the development???s south pl to minimize the impacted SRID ROW. We also proposed to either:

-request the SRID declare the impacted ROW surplus in this area, have it abandoned and extend the road. We would propose to install a culvert or other means to provide for the SRID conveyance needs in the abandoned ROW. (if needed). In a subsequent phone call, District engineer George Simons indicated that this was not an ideal situation, but indicated I should submit an application to get the review process started. George did not feel he could support this.
However, I did speak with an SRID board member, and I did get a more positive response.??

-request that SRID issue a permit to allow the road extension to be built in their ROW. Also, we would propose to install a culvert or other means to provide for the SRID conveyance needs in the abandoned ROW. (if needed). In a subsequent phone call, District engineer George Simons indicated that this was likely not going to be acceptable to the developer or

IRC- ??? as SRID permits always include a condition that in the event the SRID declares it needs the ROW, the permitted improvement would need to be removed.

??

At a subsequent phone call, George Simons indicated that the preferred course would be for the developer or IRC to seek ROW from the parcel lying west of Hawk???s Grove for at least the impacted area, and then make a similar exchange with SRID as we had proposed to the south.

??

We are hoping you have had time to consider the options presented, and perhaps can agree to assist in ROW acquisition west of the Hawks Grove PD site.

??

Please let us know when you have time to further discuss. ????

??

Best regards,

Joseph W. Schulke, P.E., LEED AP

Schulke, Bittle & Stoddard LLC

1717 Indian River Boulevard, Ste. 201 Vero Beach, Florida?? 32960
(772) 770-9622 phone

(772) 770-9496 fax

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\

vfJJ, SuMo,y Wm-.u1ty Detd.
."-k, R/W 26ibStrttt&: 74th Awnue
.	vi\' TaxlDH36--32-38-0-7000-2.0

DOCUMENTARY STAMPS DEED$	t '10 NOTE$
JEFFREY K.BARTON, CLERK INDIAN RIVERCOUNlY

01(Jiocesc)!.L'11c

IN THE RECORDS OF JEFFREY K BARTON CLEflK CIRCUIT COURT INDIAN RIVER CO., FLA

STATJJTORY WARRANTY DEED
TI-IlS INDENfURE, made this _fl_ day of	0:Tolff/<.	, 2002, between
DIOCESE OF PALM BEACH, by Rev. James Murtagh, Apostolic Administrator, his successors and assigns forever, a corporation sole, Post Office Box 109650, Palm Beach Gardens, FL 33410-9650, GRANfOR, and INDIAN RIVER COUNTY, a political subdivision of the State of Florida, the address of which is 1840 25th Street, Vero Beach, FL 32960, GRANTEE,

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That GRANTOR, for and in consideration of the sum of Ten Dollars and other good and valuable consideration to GRANTOR in hand paid by GRANIEE, the receipt of which is hereby acknowledged, has granted, bargained, and sold co the GRAN1EE, and GRANTEE'S heirs and assigns forever, the following described land, situate, lying, and being in Indian River County, Florida:
EXHIBIT "B" ATTACHED HERE.TO AND MADE A PART HEREOF
AND GRANfOR does hereby fully warrant the title to the land, and will defend the same against the lawful claims of all persons whomsoever.

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Signed e	pre ence of: -

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DIOCESE OF PALM BEACH

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By- lfev.J ,M;:a rVJ//

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STATE OF FLORIDA CDUN1Y OF INDIAN RIVER

stolic Administra 

The foregoing instrument was ack.nmdedged before me this }1_ day of CCT08t-8, , 2001, by the DIOCESE f-!F PALM BEACH, by Re	James. M rtagh, Apostolic Administrator, on eha_l of_same{ He is personally known tom	as
 tif1cauon.
sign:  fl1JtlAf, /<
Notary Public
sumptd so.I showing n.urie, commission N &.expir.ition dite

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FOR THE DIOCESE OF PALM BEACH
SOUTHRASr 1/4	OF THB SOUTHBAS'J' 1/4	OF SECTION 36, TOWNSHIP 32 SOUTH, RANGB 38 BAST
JNDIAN RJVBR COUNTY, FLORIDA

LEGAL DESCRIPTION OF RIGHT-OF-WAY DEDICATION:
TH£ WEST 20.00 FEET OF THE £AST 60.00 FEET OF THE FOLLOWING DESCRIBED PARCEL:

THE SOUTHEAST 1/4	OF THE SOUTHEAST 1/4	OF SECTION 36, TOWNSHIP 32 SOUTH, RANG£ 38 EAST, IND/AN RNER COUNTY, FLORIDA, LESS AND EXCEPT THEREFROM THE NORTH 50.00 FEET AND THE SOUTH
60.00 FEET.
ALL OF SAID LAND LYING AND BEING IN IND/AN RIVER COUNTY, FLORIDA AND CONTAINING 0.56 ACRES, MORE OR LESS.

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LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OfflCE FOR RIGHTS-OF-WAY, EAS0.4ENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, ZONING REGULATIONS	OR SETBACK LINES, LAND USE PLAN DESIGNATION, ADJOINING DEEDS OR MURPHY ACT DEEDS.
NO fOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED.
BEARING DATUM IS BASED UPON AN ASSUMED DATUM. DIMENSIONS SHOYIN HEREON ARE OISPLAY£0 IN U.S. SURVEY fEET.
THIS SKETCH DOES NOT INTEND TO REFLECT OR DETERMINE O'NNERSHIP.
THIS IS NOT A BOUNDARY SURVEY.	n-11s IS A SKETCH AND LEGAL DESCRIPTION ONLY.

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SKETCH OF DESCRIPTION
FOR THE DIOCESE OF PALM BEACH
SOutlmAST 1/4-OF THE SOtrJ'HBAST 2/4 OF SECI'IOM 38, TOWNSHIP 32 SOUTH, RANGB 38 BAST INDIAN RIVBR COUNTY, FLORIDA

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Of THE S£ 1/4	IIOOnl [)(KE  DITO-I	1>1 COOCR£.Tt, STAMPED
S£CllON36-32-	100C' H1-0l'•WAY	O  8E Ci SI.IIM:Y 1,1,IJI!(
1991-LB 205 SEC. 6-3:S-39'  :S
S( CORNO! S(CllON .56-32-JII ,,.t..
SEE CAI DRAWING 15092 C roR COMPLETE BOUNDARY SURVEY

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CARTER ASSOCIA'f'FS. JNC.
CONSULTING EHC/NEDS AND WID SVMYORS
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St1tutory W:unmy Dffil
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'1'ax ID# 36-32-38-0.7000-2.0

OOClllENtMtlTAll'I DEEDS loD. 'J..D IIK>l'U
JffR£Yk MON.CUM
lilMIIYERQUflY

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INTHE RECORDS OF JEFFREY K. BARTON CLERK CIRCUIT COURT INOw.t RIVER CO,, FLA

STATUTORY WARRANTY DEED
1HIS INDENITJRE, made this _J!J_ day of acrol3eP,_; , 2002i berween
DIOCESE OF PALM BEACH, by Rev. James Mmtagh, Apostolic Administrator, his successors and assigns forever, a coiporation so1e, Post Office Box 109650, Palm Beach Gardens, FL 33410-9650, GRANfOR, and INDIAN RIVER COUNTY, a political subdivision of the State of Florida, the address of which is 1840 25th Street, Vero Be.ich, FL 32960, GRANTEE,
\VI TN ES SETH:
That GRANTOR, for and in consideration of the sum of Eight Thousand Fi-w Hundred Tu:,e11tyo.Nine Dollars and other good and valuable consideration to GRANfOR in hand paid by GRANTEE, the receipt of which is hereby acknowledged, has granted, bargained, and sold to the GRANfEE, and GRAN1EE'S heirs and assigns forever, the following described land, situate, lying, and being in Indian River O:mnty, Florida:
EXHIBIT "B" ATTACHED HERETO AND MADE APART HEREOF
AND GRANTOR does hereby fully wJrrant the title to the land, and will defend the same against the lawful claims of aU persons whomsoever.

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sign: "'----,,_.,	 .	',--l

DIOCESE OF PALM BEACH

STATE OF FLORIDA COUN1Y OF INDIAN RIVER

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Apostolic Administrator

The foregoing instrumem was acknowledged before me this _!J day of /crot!C/c , 2002, by the DIOCESE P.F PALM BEACH, by Re \!ames Murtagh, Apostolic Administrator, on behalf of same,t He is persomlly kno\"'m to me1 r produEed 	 as
 R.r.,foatKUL

sign:

sumpro sc.tl sbowing n.unc,
commission If & cxpim.ion J11e

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-	DCJ'ION SO, TOWNSHIP 32 SOUTH, RANGB 38 BAST

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FOR THE DIOCESE OF PALM BEACH
SOIJTHBABT J/4 OF THB SOUTH&tST J/4 OF
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L£GAL DESCRIPTION OF RIGHT-OF-WAY ACOUl$ITION:
TH£ WEST 20.00 FEET OF TH£ EAST 80.00 FEET OF THE FOLLOWING DESCRIBED PARCEL:

TH[ SOUTHEAST 1/4	OF THE SOUTHEAST 1/4	OF SECTION J6,	TOWNSHIP 32 SOUTH, RANGE 38 EAST, IND/AN RIVER COUNTY, FLORIDA. LESS AND EXCEPT THEREFROM THE NORTH 50.00 FEET ANO THE SOUTH
90.00 FEET.
ALL OF SATO LAND LYING AND 8£/NG IN IND/AN RIVER COUNTY, FLORIDA AND CONTAINING 0.54 ACRES, MORE OR LESS.

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GENERAL NOTES:
UNLESS lT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL Of A FLORIDA LICENSED SURVEYOR	AND MAPPER THIS DRA'NING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OfflCE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, RESERVATIONS, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, ZONING REGULATIONS OR SETBACK LINES, LAND USE PLAN DESIGNATION, ADJOINING DEEDS OR MURPHY ACT DEEDS.
NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN LOCATED.
BEARING DATUM IS BASED UPON AN ASSUMED DATUM. DIMENSIONS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FE£T.
THIS SKETCH DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
THIS IS NOT A BOUNDARY SURVEY.	THIS IS A SKETCH AND LEGAL DESCRIPTION ONLY.

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FOR THE DIOCESE OF PALM BEACH
SOtmllAST1/4 01 THI SOUTHBAST J/4 OP SIGTION 38, TOWNSHIP 32 SOUTH, RANGI 38 IAST JNDIAN RIVIR COUNTY, Jl'WRIDA

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Of THE S£ 1/4 Cf THE SE 1/4

STAIIPE0 "CARTER ASSOC." NE COONER Cf TH£ SE1/4
OF TIIE SE 1/4

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Page 78

EXIST. CANAL
M.E.
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126+00.00

M.E.
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M.E.
±22.83

21.93

M.E. ±22.11

21.58

20.36

20.66

12" CMP

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20.06

20.36

20.66

20.36

20.06

20.36

26.8'
13.4' 13.4'

20.06

JWS JT JWS
AS NOTED
01/22/20

EXIST. UNIMPROVED 20.36 ROAD

125+00.00

124+00.00

123+00.00

122+00.00

121+00.00

120+00.00

119+00.00

118+00.00

117+00.00

116+00.00

115+00.00

114+00.00

113+00.00

112+00.00

111+00.00

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20.48

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20.2
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DS-4

19.6
20.12

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20.74

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20.34

PROP. W.Q. SWALE

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20.12

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19.9
20.34

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20.74

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20.08

20.34

21.0

20.6

18.84

20.74

20.34

18.54

20.48

20.08

20.74

20.34

PROP. 24' WIDE ROAD WITH F CURB/GUTTER
S. INV.: 15.00'

20.48

20.08

18.84

20.74

20.34

PROP

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:37:12 PM; PLOTTED BY: JAMES MERTENS

126

17.00

124

16.50

16.00

122

15.80

N. INV.: 16.50'

19.50

120

15.86
N. INV.: 16.40'

PROPOSED 24"

118

15.60	15.40

6' ROW LINE TO CL OF PROP. SRID SWALE (TYP.)

15.20	15.10

116

N. INV.: 15.00'

114

15.00

15.00
PROPOSED 15" RCP OR EQUAL 112

15.25

C-805

C-805

C-805

C-804

C-804

CMP OR EQUAL
N. INV.: 16.50'
S. INV.: 16.40'

C-804

C-803

C-803

PROPOSED 15"

W. INV.:

N. INV.: 14.70'
S. INV.: 15.00'

C-803

PROPOSED SRID SWALE HIGH POINT

A	74TH AVE ROAD IMPROVMENTS
SCALE: 1" = 50'

625.11'

26TH STREET

RCP OR EQUAL
N. INV.: 15.00'
S. INV.: 14.70'
PROPOSED 15" RCP OR EQUAL
E. INV.: 14.70'
W. INV.: 14.50'

14.70'

PROPOSED TYPE 'C' INLET

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

TOP = 20.00'
N. INV.: 14.70'
S. INV.: 14.70'
W. INV.: 14.70'

APPROXIMATE LOCATION OF EXISTING C-15 SUB-LATERAL TOB TO BE FIELD VERIFIED & CONSTRUCTION ADJUSTED ACCORDINGLY

NAL

EXIST. CANAL

NIMPROVED 20.36 OAD

111+00.00

20.66
110+00.00

20.36

109+00.00

20.06

108+00.00

20.83
107+00.00

EXIST. UNIMPROVED ROW

106+00.00

105+00.00

13.4'

104+00.00

103+00.00

26.8'

102+00.00

101+00.00

100+00.00

19.9

20.2

19.14

19.9

DS-1

19.6	20.37	21.14

21.60

21.30
20.84

21.0

21.55

22.1

23.54

74TH AVE OFFSITE IMPROVEMENTS

23.08

18.84

20.34

20.74

20.64
21.0
PROP. W.Q. SWALE

20.34
18.84
20.71

18.54

20.12

20.42

20.81

20.96

19.75

21.58

20.96	20.72

21.28

20.54

20.98

20.47

21.09

21.53

21.02

21.64

6'
13.4'

22.08

21.57

23.52

20.34

20.60

20.34

20.08

20.64

21.49
21.19

21.20
20.90

20.90

20.60

21.45
21.15

21.70

22.00

23.44

23.00
23.10

15.25

15.50	15.80

110
C-802

108
C-802

16.10	16.35

106
C-802

16.60	16.85

6' ROW LINE TO CL OF PROP. SRID SWALE (TYP.)

GRADE AND SOD SRID SWALE

17.10
17.60

104
C-801

102
C-801

18.10

19.10

101
C-801

F
L TOB

A	74TH AVE ROAD IMPROVMENTS
SCALE: 1" = 50'

PROPOSED STORMWATER STRUCTURE SCHEDULE

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

D-XX

STRUCTURE NUMBER

DESCRIPTION TOP ELEV	N INV
ELEV

S INV ELEV

E INV ELEV

W INV ELEV

MISCELLANEOUS

D-01	 TYPE 'C'	 18.54	 16.5	 -	 -	 -	 CATCH BASIN D-02	TYPE 'C'	18.54	16.5	-	-	-	CATCH BASIN D-03	TYPE 'C'	18.54	16.5	-	-	-	CATCH BASIN D-04	TYPE 'C'	18.54	16.5	-	-	-	CATCH BASIN D-05	 TYPE 'C'	 18.54	 16.5    -     -     -       CATCH BASIN D-06    TYPE 'C'    18.54    16.5     -     -     -       CATCH BASIN

X

3/25/2024

C-800
21-236

℄
SRID

RANGE LINE

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID

40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

15'
SRID ACCESS ROAD

3.8'	6'

NEW 22.8' PAVED ROAD W/ CURB (F)

21.6'

1.1' 2'

   30.0'

28.0'  
26.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)
23.00

23.52

4.8'

1.5%

23.43  2'

13.4'
11.4'

13.4'
11.4'

2'	23.93

15'

24.37

25.42

   28.0'

JWS JMG JWS
AS NOTED
07/24/23

   26.0'

24.0'  
22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

*19.10

23.10

PROPOSED SRID SWALE (TYP.)

2% 23.44

23.08

EXIST. DIRT ROAD

23.54

2%	24.23

1.1'

CANAL

   24.0'
   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:37:21 PM; PLOTTED BY: JAMES MERTENS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

74TH AVE. - STA. 101+00.00
1' = 10"

℄
SRID

RANGE LINE

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

15'
SRID ACCESS ROAD

3.8'

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

1'
25.9'	2'

   30.0'

28.0'  
26.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)
21.57

22.08
2'
22.00

13.4'
11.4'

13.4'
11.4'

2'
22.49

15'

22.75

7.5'
22.94

3.4'

23.94

   28.0'
   26.0'

24.0'  
22.0'  
20.0'  
'  
'  
'  

M.E.

*18.10

21.70

2%	22.0

22.1
21.64	2%

22.79	1'

CANAL

   24.0'
   22.0'
   20.0'
  18.0'
  16.0'
  14.0'

'  
'  
8.0'  
6.0'

PROPOSED SRID SWALE (TYP.)

EXIST. DIRT ROAD

  12.0'
  10.0'
   8.0'
6.0'

74TH AVE SECTIONS

74TH AVE. - STA. 102+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

HAWKS GROVE

15'
SRID ACCESS ROAD

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

1' 2'

30.0'  
28.0'  
26.0'  

20' SWALE
6'	14'

12" STABILIZED LBR40 (TYP.)

20.47

3.8'

2'
20.98

13.4'
11.4'

13.4'
11.4'	2'
21.39

15'

34'

21.69

23.09

   30.0'
   28.0'
   26.0'

24.0'  
22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

*17.10

PROPOSED SRID SWALE (TYP.)

20.60	20.90

20.89

20.54	21.0
2%

2%

EXIST. DIRT ROAD

1.1'

CANAL

   24.0'
   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

X

*SRID SWALE INVERT SHALL BE ADJUSTED IN FIELD TO ACCOMPLISH THE FOLLOWING:
POSITIVE SHEETFLOW DRAINAGE FOR ADJACENT SRID LANDOWNER.
PROVIDE POSITIVE DRAINAGE TO SRID CE-15 SUBLATERAL

74TH AVE. - STA. 104+00.00
1' = 10"

FLOOD ZONE ELEVATIONS

IRF	SRID
10 YEAR =  18.8'
25 YEAR =	19.0'	18.57'
100 YEAR =  19.6'	19.03'

3/25/2024

C-801
21-236

℄

RANGE LINE

SRID

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID

40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

15'
SRID ACCESS ROAD

4.6'

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

18.22'

   30.0'

28.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)

13.4'
2'	11.4'

13.4'
11.4'	2'

15'

   28.0'

26.0'  
24.0'  
22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

*16.60

PROPOSED SRID SWALE (TYP.)

21.19

20.96
2% 21.49

21.58

21.49	22.0
21.14	21.6

22.36

EXIST. DIRT ROAD

CANAL

   26.0'

JWS JMG JWS
AS NOTED
07/24/23

   24.0'
   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:37:31 PM; PLOTTED BY: JAMES MERTENS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

74TH AVE. - STA. 106+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

17.23'
SRID ACCESS ROAD

WQ SWALE

NEW 22.8' PAVED ROAD W/ CURB (F)

1.7'  2'

30.0'  
28.0'  
26.0'  
24.0'  
22.0'
20.0'  
'  
'  

6'

*16.10
M.E.

20' SWALE
14'

12" STABILIZED LBR40 (TYP.)

20.08	20.42

5.9'

10.8'	6.6'
2'

20.12
18.54

6' SW

20.0

1.5%

2'

19.6

13.4'
11.4'

2%

13.4'
11.4'

20.06

2'

20.45

17.56'
15'

20.80

2%

1.7'

22.50

INV.: 16.0

CANAL

   30.0'
   28.0'
   26.0'
   24.0'
22.0'
   20.0'
  18.0'
  16.0'

'  
'  
'  
8.0'  
6.0'

PROPOSED SRID SWALE (TYP.)

TYPE 'C' INLET
E. INV.: 16.5'

CLOSED FLUME SIDEWALK INLET TYPE I (FDOT STANDARD PLANS INDEX 425-061)

EXIST. DIRT ROAD

  14.0'
  12.0'
  10.0'
   8.0'
6.0'

74TH AVE SECTIONS

74TH AVE. - STA. 108+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

20'
SRID ACCESS ROAD

WQ SWALE

NEW 22.8' PAVED ROAD W/ CURB (F)
6'

18.1'

1.09'	2'

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

   30.0'

28.0'  
26.0'  
24.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)

5.6'

8.4'

6.6'

13.4'
2'	11.4'

13.4'
11.4'	2'

15'

21.41

22.50

   28.0'
   26.0'
   24.0'

22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.	*15.50

20.60	21.00

PROPOSED SRID SWALE (TYP.)

19.14

20.64

20.55

1.5%

20.2	20.66

21.05
2%

EXIST. DIRT ROAD

1.1'

CANAL

   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

X

*SRID SWALE INVERT SHALL BE ADJUSTED IN FIELD TO ACCOMPLISH THE FOLLOWING:
POSITIVE SHEETFLOW DRAINAGE FOR ADJACENT SRID LANDOWNER.
PROVIDE POSITIVE DRAINAGE TO SRID CE-15 SUBLATERAL

74TH AVE. - STA. 110+00.00
1' = 10"

FLOOD ZONE ELEVATIONS

IRF	SRID
10 YEAR =  18.8'
25 YEAR =	19.0'	18.57'
100 YEAR =  19.6'	19.03'

3/25/2024

C-802
21-236

℄

RANGE LINE

SRID

IRFWCD

PRIVATE PROPERTY CATHOLIC CHURCH

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

20'
SRID ACCESS ROAD

WQ SWALE

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

16.17'

1.22' 2'

   30.0'

28.0'  
26.0'  
24.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)

5.82'

8.8'

5.98'
2'

13.4'
2'	11.4'

13.4'
11.4'	2'

15'

20.78

   28.0'

JWS JMG JWS
AS NOTED
07/24/23

   26.0'
   24.0'

22.0'
20.0'  
'  
'  
'  
'  
'  

M.E.	*15.00

20.08

PROPOSED SRID SWALE (TYP.)

20.48

18.54

20.12	20.0

1.5%

TYPE 'C' INLET
E. INV.: 16.5'

19.6	20.06
2%

20.45
2%

EXIST. DIRT ROAD

1.2'

22.0

INV.: 16.0

CANAL

22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'

8.0'  
6.0'

CLOSED FLUME SIDEWALK INLET TYPE I

   8.0'

(FDOT STANDARD PLANS INDEX 425-061)

6.0'

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:37:41 PM; PLOTTED BY: JAMES MERTENS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

74TH AVE. - STA. 112+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

20'
SRID ACCESS ROAD

WQ SWALE

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

22.09'

1.61' 2'

   30.0'

28.0'  
26.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)

5.82'

8.8'	5.98'
2'

13.4'
2'	11.4'

13.4'
11.4'	2'

15'

20.89

   28.0'
   26.0'

24.0'  
22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

*15.00

20.08

PROPOSED SRID SWALE (TYP.)

20.48

TYPE 'C' INLET
E. INV.: 16.5'

18.54

20.12	20.0

1.5%

19.6	20.06
2%

CLOSED FLUME SIDEWALK INLET TYPE I (FDOT STANDARD PLANS INDEX 425-061)

20.45

2%

EXIST. DIRT ROAD

1.6'

22.50

INV.: 16.0

CANAL

   24.0'
   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

74TH AVE SECTIONS

74TH AVE. - STA. 114+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  
28.0'  
26.0'  
24.0'  

20' SWALE
6'	14'

20'
SRID ACCESS ROAD
12" STABILIZED LBR40 (TYP.)

5.58'

WQ SWALE

NEW 22.8' PAVED ROAD W/ CURB (F)

13.4'

6.6'

8.42'

6'
13.4'

2'

11.4'

11.4'

2'

21.05

15'

22.11'

21.49

1.01' 2'

22.5

   30.0'

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

   28.0'
   26.0'
   24.0'

22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

*15.20

PROPOSED SRID SWALE (TYP.)

19.14

2%	     

20.55

1.5%

20.66

20.2

20.64

1'

EXIST. DIRT ROAD

21.00

20.60

CANAL

   22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

X

*SRID SWALE INVERT SHALL BE ADJUSTED IN FIELD TO ACCOMPLISH THE FOLLOWING:
POSITIVE SHEETFLOW DRAINAGE FOR ADJACENT SRID LANDOWNER.
PROVIDE POSITIVE DRAINAGE TO SRID CE-15 SUBLATERAL

74TH AVE. - STA. 116+00.00
1' = 10"

FLOOD ZONE ELEVATIONS

IRF	SRID
10 YEAR =  18.8'
25 YEAR =	19.0'	18.57'
100 YEAR =  19.6'	19.03'

3/25/2024

C-803
21-236

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

20' SWALE

20'
SRID ACCESS ROAD

WQ SWALE

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

23.48'

1.53' 2'

   30.0'

28.0'  
26.0'  

6'	14'

12" STABILIZED LBR40 (TYP.)

5.82'

8.8'

5.98'
2'

13.4'
2'	11.4'

13.4'
11.4'	2'

15'

22.45

   28.0'

JWS JMG JWS
AS NOTED
07/24/23

   26.0'

24.0'  
22.0'  
20.0'  
'  
'  
'  
'  

M.E.

*15.60

20.08

20.48

20.12	20.0

1.5%

18.54

19.6	20.06
2%

20.45

20.92
2%

EXIST. DIRT ROAD

1.5'

INV.: 16.0

   24.0'
   22.0'

CANAL

   20.0'
  18.0'
  16.0'
  14.0'
  12.0'

'  
8.0'  
6.0'

PROPOSED SRID SWALE (TYP.)

TYPE 'C' INLET
E. INV.: 16.5'

CLOSED FLUME SIDEWALK INLET TYPE I (FDOT STANDARD PLANS INDEX 425-061)

  10.0'
   8.0'
6.0'

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:37:50 PM; PLOTTED BY: JAMES MERTENS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

74TH AVE. - STA. 118+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  

EXISTING DRIVEWAY

20'
SRID ACCESS ROAD

GUARDRAIL

WQ SWALE

11.4'

6' SW

NEW 22.8' PAVED ROAD W/ CURB (F)

26.6'

43.9' WOOD BRIDGE ON PILES

   30.0'

28.0'  
26.0'  
24.0'  
22.0'  
20.0'
18.0'
'  
'  
'  
'  
8.0'  
6.0'

20.66

M.E.

22.5

19.50

20.60

12" STABILIZED LBR40 (TYP.)

21.00

5.58'	8.42'

6.6'

21.50

12" CMP

INV.: 15.80

24" CMP

INV.: 19.14

13.4'

2'

20.20

20.20

13.4'

11.4'

20.0

CANAL

EXIST. DIRT ROAD

CONCEPTUAL BRIDGE PLAN. THIS IS NOT A FINAL DESIGN

   28.0'

22.5

   26.0'
   24.0'

20.0

   22.0'
20.0'
18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

74TH AVE SECTIONS

74TH AVE. - STA. 120+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

20'

PROPOSED 25' DIRT

100' IRFWCD

HAWKS GROVE

30.0'  
28.0'  
26.0'  
24.0'  

20' SWALE
6'	14'

SRID ACCESS ROAD	4'
12" STABILIZED LBR40 (TYP.)	6'

WQ SWALE 12.74'

6.68'

5.46'

ROAD TRANSITION

M.E.

   30.0'

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

   28.0'
   26.0'
   24.0'

22.0'  

20.48

20.21	21.58

±22.11

   22.0'

20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.	*16.00

20.08

PROPOSED SRID SWALE (TYP.)

2%

TYPE 'C' INLET
E. INV.: 16.5'

18.54

INV.: 16.0

EXIST. DIRT ROAD

   20.0'

CANAL

  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

X

*SRID SWALE INVERT SHALL BE ADJUSTED IN FIELD TO ACCOMPLISH THE FOLLOWING:
POSITIVE SHEETFLOW DRAINAGE FOR ADJACENT SRID LANDOWNER.
PROVIDE POSITIVE DRAINAGE TO SRID CE-15 SUBLATERAL

74TH AVE. - STA. 122+00.00
1' = 10"

FLOOD ZONE ELEVATIONS

IRF	SRID
10 YEAR =  18.8'
25 YEAR =	19.0'	18.57'
100 YEAR =  19.6'	19.03'

3/25/2024

C-804
21-236

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  
28.0'  
26.0'  
24.0'  
22.0'  
20.0'  
'  
'  
'  

EXIST. DIRT ROAD

M.E.

20' SWALE
6'	14'

*17.00

20.60

20'
SRID ACCESS ROAD	4'
12" STABILIZED LBR40 (TYP.)	6'

21.00

WQ SWALE
36.82'

19.14

20.50

19.14		

7.11'

16.74'

2.07'

   30.0'
   28.0'

JWS JMG JWS
AS NOTED
07/24/23

   26.0'
   24.0'
   22.0'

CANAL

   20.0'
  18.0'
  16.0'
  14.0'

'  
'  
8.0'  
6.0'

PROPOSED SRID SWALE (TYP.)

  12.0'
  10.0'
   8.0'
6.0'

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:38:01 PM; PLOTTED BY: JAMES MERTENS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

74TH AVE. - STA. 124+00.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  
28.0'  
26.0'  

20' SWALE
6'	14'

20'
SRID ACCESS ROAD	4'
12" STABILIZED LBR40 (TYP.)	6'

43.37' WQ SWALE
31.37'

8.56'
6'

16.91'

   30.0'
   28.0'
   26.0'

24.0'  
22.0'
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

M.E.

19.00

20.60

PROPOSED SRID SWALE HIGH POINT.
GRADE TO DRAIN SOUTH

21.00

20.50	19.14
19.14

20.64

EXIST. DIRT ROAD

CANAL

   24.0'
22.0'
   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

74TH AVE SECTIONS

74TH AVE. - STA. 125+80.00
1' = 10"

℄

RANGE LINE

SRID

IRFWCD

MULTI GRAIN L.L.C.

40' SRID	40' IRC

100' IRFWCD

HAWKS GROVE

30.0'  
28.0'  
26.0'  
24.0'  
22.0'  
20.0'  
'  
'  
'  
'  
'  
8.0'  
6.0'

EXIST. MULTI GRAIN
L.L.C. DRIVEWAY

16.91'

EXIST. DIRT ROAD

   30.0'

HAWKS GROVE P.D.
7255 33RD ST VERO BEACH, FLORIDA INDIAN RIVER COUNTY

   28.0'
   26.0'
   24.0'
22.0'

CANAL

   20.0'
  18.0'
  16.0'
  14.0'
  12.0'
  10.0'
   8.0'
6.0'

*SRID SWALE INVERT SHALL BE ADJUSTED IN FIELD TO ACCOMPLISH THE FOLLOWING:
POSITIVE SHEETFLOW DRAINAGE FOR ADJACENT SRID LANDOWNER.
PROVIDE POSITIVE DRAINAGE TO SRID CE-15 SUBLATERAL

74TH AVE. - STA. 126+00.00
1' = 10"

FLOOD ZONE ELEVATIONS

IRF	SRID
10 YEAR =  18.8'
25 YEAR =	19.0'	18.57'
100 YEAR =  19.6'	19.03'

3/25/2024

X

C-805
21-236

3'-4" C.I.P.

	4'-5" C.I.P.	
4'-1" PRECAST

3'-0" PRECAST

2'-0"
2'-0"

8"
6"

214"

8"  C.I.P.	

	3'-1"	
3'-1"

3'-0"

6"  PRECAST

C.I.P.

 8" 
6"

PRECAST

2 1

8"

2"	11"

2'-4"

2"

11"

2"

1 3 4"

2 12"

ASPHALTIC CONC. (*) COQUINA SHELL. (*) COMPACTED
TO 98% MAX. DENSITY (AASHTO T-180)

3'-0"

STABILIZED SUB-GRADE (*) (L.B.R. 40) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL
FILL COMPACTED TO 98% MAX. DENSITY

 8" 
6"

 2"

2'-4"

214"

3 4"

* DEPTH OF MATERIAL PER SCHEDULE BELOW
SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.
HEAVY DUTY ASPHALT (I.R.C. R.O.W.)

2 12"

/2" SP 12.5 (T.L. 'C') ASPHALTIC CONC. (*)

5 3 4" C.I.P.

PLAN

3'-4" C.I.P.
3'-0" PRECAST

CENTER OF BOX LOCATION REFERENCE

5 3 4" C.I.P.

1 12"	2"	1 12"

8"

12"

COQUINA SHELL (*) COMPACTED

JWS JMG JWS
AS NOTED
07/24/23

TO 98% MAX. DENSITY (AASHTO T-180)
STABILIZED SUBGRADE (*) (L.B.R. 40) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL

3 3 4" PRECAST

2'-0"

3 3 4" PRECAST

TYPE C CAST IRON GRATE
APPROX. WEIGHT 235 Lbs.

TYPICAL ASPHALTIC CONCRETE PAVING SECTION
N.T.S.

2"

2'-4"

WALL DEPTH VARIES (15' MAX.)

3" CL.

EYEBOLT

	3'-18"	
SPACES
BARS

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

(SEE FDOT STANDARD DESIGN INDEX #201)

LAST SAVED: 3/25/2024 1:35:48 PM; SAVED BY: JAMES MERTENS; DRAWING: J:\2021\21-236 GHO HAWKS GROVE 33RD ST - 43 ACRES C3D\PRODUCTION DRAWINGS\PRELIMINARY PLAT\PRELIM 3\CAI - 21-236 C-800 74TH OFF SITE USE THIS.DWG; PLOT DATE: 3/25/2024 1:38:10 PM; PLOTTED BY: JAMES MERTENS

8"
6"

C.I.P.
PRECAST

SECTION

#4 BARS @
12" O.C.

#4 BARS @
12" O.C.

BAND

TYPE C STEEL GRATE
STRAIGHT BARS 2" x 14"

2" CL.

BAND

WALL DEPTH	

SCHEDULE	
AREA
(in.²/ft.)	MAX. SPACING	
			BARS	WWF	
0'-15'	A12	0.20	12"	8"	

HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1)

TYPE C
RECOMMENDED MAXIMUM PIPE SIZE:

2'-0" WALL - 18" PIPE
3'-1" WALL - 24" PIPE (18" WHERE AN 18" PIPE ENTERS A 2'-0" WALL)

RETICULINE BARS 1 14" x 316"
BANDS 2" x 14"
APPROX. WEIGHT 104 Lbs.
NOTE : STEEL GRATES ARE REQUIRED ON INLETS WITH TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED
GENERAL NOTES
THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED IN
DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT TRAFFIC LOADINGS BUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS.
THESE INLETS MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE
PEDESTRIANS CAN WALK AROUND THE INLET.
INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS. WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE CONSTRUCTION WITH SLOTS.
SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TO PEDESTRIANS SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOT MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTED AT EITHER OR BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOT HE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC.
STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE TRAFFIC IS
ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT
SLOTS WHERE BICYCLE TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON ALL INLETS WITH NON-TRAVERSABLE SLOTS. SUBJECT TO THE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED IN
THE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION, OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THE PARTICULAR TYPE.
RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE. SIZE FOR OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT.
ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO ¼” RADIUS.
CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETS WITH NON-TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE PLANS; BUT REQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE FOR INFORMATION ONLY.
TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR AS INLETS PARTIAL. FOR CONVERSION WORK AND METHOD OF PAYMENT SEE
'TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS'.
SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FOR UNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY.
FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201.

74TH AVE SECTIONS

ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISE
NOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING.

FDOT TYPE 'C' INLET
SCALE: N.T.S.

HAWKS GROVE P.D.
7255 33RD ST
VERO BEACH, FLORIDA INDIAN RIVER COUNTY

X

3/25/2024

C-806
21-236

MULTI GRAIN L.L.C.

24" CMP

PROPOSED 40' R.O.W. ACQUISITION (GHO)

40' (SRWCD LATERAL "L" R.O.W.)

12" CMP

R1-1

100' (74th AVE. & IRFWCD LATERAL "C" CANAL R.O.W.)

74th AVENUE

54.95' WOODEN BRIDGE

12" PVC WATER MAIN
GUARD RAIL
(TYP)

.67'

EPOXY AGGREGATE COATING

HAWKS GROVE

STRIPING KEY

A = 6" SOLID WHITE
B = 6" DOUBLE WHITE
C = 12" SOLID WHITE
D = 18" SOLID WHITE
E = 24" SOLID WHITE
F = 6" SKIP WHITE TYP (10'-30')

J.W.S. WJF J.W.S.
1" = 10'-0"
07/02/2024

G = 6" SKIP WHITE TYP (6'-10')
H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW
J = 18" SOLID YELLOW
K = 6" DOUBLE YELLOW
L = 6" SKIP YELLOW TYP (10'-30')
M = 6" SKIP YELLOW TYP (6'-10')
N = 6" SKIP YELLOW TYP (2'-4')
P = RPM MONO-DIRECTIONAL WHITE/MONO
Q = RPM BI-DIRECTIONAL AMBER/AMBER
R = FDP WHITE
S = FDP YELLOW
T = RPM BI-DIREC. WHITE/RED

NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST.
SIGN LEGEND

PROPOSED IMPROVED/UNPAVED DRIVEWAY (4" SHELL OVER 8" STABILIZED SUB-GRADE)

21.10	C

E

12' DRIVE LANE

24'

C
20.20

20.43

20.66	E

24'

22.50	22.50

K

12' DRIVE LANE

A

.65'

C-510

R1-1

R1-1	STOP SIGN

RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960

TEL 772 / 770-9622	FAX 772 / 770-9496	EMAIL info@sbsengineers.com

PROPOSED SIDEWALK

PROPOSED ASPHALT PAVEMENT

PROPOSED SHELL DRIVEWAY

PROPOSED LIGHT

20' SRWCD ACCESS ROAD
12" STABILIZED LBR40 (TYP)

R1-1

EXISTING WELL TO BE ABANDONED (SEE SHEETS C-800 THRU C-806)

74th AVENUE

TYP
C

2'	11.4'	11.4'
22.8'

8" PVC FORCE MAIN

BUS STOP

5' S/W

B
C-510

GUARD RAIL

ARMORING OF CANAL UNDER BRIDGE TO EXTEND A MIN. OF 37.5' UP AND DOWNSTREAM ON BOTH EAST AND WEST BANKS OF THE CANAL.

32'
IRFWCD LATERAL C ROW
29'

EXISTING WELL (TO BE ABANDONED)

MITERED END SECTION

1:12 SLOPE (MAX) AT SIDEWALK, MAX 6' LENGTH, MAX 2% CROSS SLOPE

TRAFFIC SIGNS

TRUNCATED DOMES

NOTE:

1717 INDIAN

SEE OFF-SITE PLAN FOR 74th IMPROVEMENTS. (GENERALLY GRADING AND STABILIZING EXISTING DIRT/SHALL ROAD.)
FLOOD ZONE ELEVATIONS
IRF	SRID 10 YEAR = 18.8'
25 YEAR = 19.0'	18.57'
100 YEAR = 19.6'	19.03'

℄
SRWCD

IRFWCD

28.0
26.0  

GUARD RAIL UTILITY SHELF
(TYP BOTH SIDES)

12' DRIVE LANE

12' DRIVE LANE

DECKING W/ EPOXY/ AGGREGATE

5'
S/W

GUARD RAIL
LOWEST ELEV. OF STRINGER MIN. 1' ABOVE
100 YEAR ELEV. (20.6' NAVD - MIN)

28.0
26.0

RANGE LINE

24.0   SET CAP ABOVE

100 YR  EL 24.0

MULTI GRAIN L.L.C.

PROPOSED 40' R.O.W. ACQUISITION (GHO) PROPOSED IMPROVED/UNPAVED DRIVEWAY

40' (SRWCD LATERAL "L" R.O.W.)

100' (74th AVE. & IRFWCD LATERAL "C" CANAL R.O.W.)	HAWKS GROVE

22.0
20.0
18.0
16.0

100 YEAR ELEV.

STRINGER (TYP)

BENT CAP

IRFWCD 19.6'

22.0
20.0
18.0
16.0

5.88'

(4" SHELL OVER 8" STABILIZED SUB-GRADE)
20' SRWCD ACCESS ROAD
12" STABILIZED LBR40 (TYP)

12'

20.6'

6' S/W

NEW 26.8' PAVED ROAD WITH CURB	20.84'

'	13.4'	EXISTING DIRT ROAD

4.59'

54.95'

4.59'

1.63'

⅊

14.0
12.0
10.0

PILING (TYP)

14.0
12.0
10.0

30.0'
28.0'

2'	11.4'

11.4'

TO BE REMOVED

STRINGER

GUARD RAIL

30.0'
28.0'

8.0

BEDDING STONE OVER TYPE D-2 GEOTEXTILE FABRIC (FDOT INDEX 199)

B	ENTRANCE BRIDGE

8.0

26.0'
24.0'
22.0'
20.0'

1.26'
(1' MIN)

21.00

20.20

20.20	20.66

22.50	22.50

26.0'
24.0'
22.0'
20.0'

SCALE: 1" = 10'

18.0'
16.0'
14.0'
12.0'
10.0'
8.0'

24" CMP
INV.: 13.70

12" CMP
INV.: 18.18 (SEE PIPE BACKFILL DETAIL)

A	SECTION THRU BRIDGE

EX. GRADE @ STATION 120+00.00
(@ BRIDGE)

18'

BENT CAP
CANAL

17.94'

100 YR EL IRFWCD 19.6'

18'

18.0'
16.0'
14.0'
12.0'
10.0'
8.0'

PAVING
(SEE GRADING PLAN FOR MATERIALS)

12" STABILIZED SUB-GRADE

BACKFILL OVER PIPE WITH COQUINA

SHEET

PROJECT NO.

C-510

SCALE: 1" =10'

PILING (TYP)

18" MIN.

CONCEPTUAL BRIDGE PLAN. THIS IS NOT A FINAL DESIGN

12"

12" OR 15"
PER PLAN	12"

DRAINAGE PIPE

J:\2021\21-236 GHO Hawks Grove 33rd St - 43 acres C3D\Production Drawings\Preliminary Plat\PRELIM 5\C-510 - bridge sections.dwg, 9/16/2024 2:40:35 PM, DWG To PDF.pc3

PIPE BACKFILL DETAIL
N.T.S.

Sebastian River Improvement District

Financial Report For November 2024

SEBASTIAN RIVER IMPROVEMENT DISTRICT MONTHLY FINANCIAL REPORT
NOVEMBER 2024

REVENUES	
Annual Budget
10/1/24 - 9/30/25	

Actual Nov-24	Year To Date Actual
10/1/23 - 11/30/24	
NAV Assessments	308,436	0	0	
R-O-W Use Fees	25,515	0	0	
Permit Fees	5,000	0	2,500	
Other Revenue	0	0	0	
Other Revenue - Sale Of ROW	0	0	0	
Interest Income	2,400	0	0	
Total Revenues	$	341,351	$	-	$	2,500	
				
EXPENDITURES				
Legal - General	20,000	0	2,484	
Legal - BMAP Issues	0	0	0	
District Administrative	30,000	2,500	5,000	
Operations Manager	21,000	1,750	3,500	
Operations Manager - Payroll Taxes	1,607	134	268	
Engineering - General	70,000	14,825	14,825	
Engineering - Permit	5,000	0	0	
Engineering - Sand Mines	0	0	0	
Engineering - 82nd Ave Extension	0	0	0	
Engineering - Other	14,000	0	0	
Accounting/Audit	5,400	0	0	
Insurance	12,000	0	10,163	
Website Management	2,000	167	333	
Dues & Subscriptions	3,000	0	175	
Legal Advertisements	1,401	0	0	
Miscellaneous	3,938	344	561	
Water Quality Analytical Service	1,000	390	390	
R-O-W Maintenance (Includes Canal Maintenance & Bank Mowing)	130,000	25,110	46,481	
Miscellaneous Maintenance	2,500	0	0	
				
Total Expenditures	$	322,846	$	45,220	$	84,180	
				
Revenues Less Expenditures	$	18,505	$	(45,220)	$	(81,680)	
				
County Appraiser & Tax Collector Fee	(6,169)	0	(850)	
Discounts For Early Payments	(12,336)	0	0	
				
Excess/ (Shortfall)	$	-	$	(45,220)	$	(82,530)	
				
Carryover From Prior Year	0	0	0	
				
Net Excess/ (Shortfall)	$	-	$	(45,220)	$	(82,530)	

Bank Balance As Of 11/30/24	$	1,679,197.95	
Accounts Payable As Of 11/30/24	$	47,703.52	
Other Current Liabilities As Of 11/30/24	$	75,706.92	
Accounts Receivable As Of 11/30/24	$	22,416.99	
Available Funds As Of 11/30/24	$	1,578,204.50