HomeMy WebLinkAbout2023-055Structure No.: 82W2 -82W1
Section 19, Township 31S, Range 38E:
EasementNo.: C14300370
Parcel ID:
(Maintained by County Appraiser)
RIGHT-OF-WAY CONSENT AGREEMENT
(Governmental Entity)
FLORIDA POWER & LIGHT COMPANY, a Florida corporation ("Company"), with a mailing
address at P.O. Box 14000, Juno Beach, Florida 33408-0420, Attn: Corporate Real Estate Department, hereby
consents to Indian River County, a Political Subdivision of the State of Florida, ("Licensee"), whose mailing
address is 180127' Street, Vero Beach, Florida 32960 using that certain area within Company's right-of-way
granted by that certain agreement recorded in Official Record Book 38, at Page 257, Official Record Book 194,
at Page 474, Public Records of Indian River County, Florida, as more particularly described on Exhibit A
attached hereto ("Lands"). Licensee's use of the Lands shall be solely for the purpose of construction of a
paved walking trail with a constant 6 -inch rise in grade as shown on the plans and specifications submitted by
Licensee, and attached to this Right -of -Way Consent Agreement (Governmental Entity) ("Agreement") as
Exhibit B, and for no other purpose whatsoever.
In consideration for Company's consent and for the other mutual covenants set forth below, and for
Ten Dollars ($10.00) and other good and valuable consideration, the receipt and adequacy of which is hereby
acknowledged, the parties hereto agree as follows:
1. Licensee agrees to obtain all necessary rights from the owners of the Lands in the event
Licensee does not own said Lands; to obtain any and all applicable federal, state, and local permits required in
connection with Licensee's use of the Lands; and at all times, to comply with all requirements of all federal,
state, and local laws, ordinances, rules and regulations applicable or pertaining to the use of the Lands by
Licensee pursuant to this Agreement.
2. Licensee understands and agrees that the use of the Lands pursuant to this Agreement is
subordinate to the rights and interest of Company in and to the Lands and agrees to notify its employees, agents,
and contractors accordingly. Company specifically reserves the right to maintain its facilities located on the
Lands; to make improvements; add additional facilities; maintain, construct or alter roads; maintain any
facilities, devices, or improvements on the Lands which aid in or are necessary to Company's business or
operations; and the right to enter upon the Lands at all times for such purposes. Licensee understands that in
the exercise of such rights and interest, Company from time -to -time may require Licensee, to relocate, alter, or
remove its facilities and equipment, including parking spaces and areas, and other improvements made by
Licensee pursuant to this Agreement which interfere with or prevent Company, in its opinion, from properly
and safely constructing, improving, and maintaining its facilities. Licensee agrees to relocate, alter, or remove
said facilities, equipment, parking spaces and areas, and other improvements within thirty (30) days of receiving
notice from Company to do so. Such relocation, alteration, or removal will be made at the sole cost and
expense of Licensee and at no cost and expense to Company; provided however, should Licensee, for any
reason, fail to make such relocation, alteration, or removal, Company retains the right to enter upon the Lands
and make said relocation, alteration, or removal of Licensee's facilities, equipment, parking spaces and areas,
and other improvements and Licensee hereby agrees to immediately reimburse Company for all of its costs and
expense incurred in connection therewith upon demand.
3. Licensee agrees that it will not use the Lands in any manner which, in the opinion of Company,
may tend to interfere with Company's use of the Lands or may tend to cause a hazardous condition to exist.
Licensee agrees that no hazardous substance, as the term is defined in Section 101 (14) of the Comprehensive
Environmental Response Compensation and Liability Act ("CERCLA") (42 USC Section 9601 [14]),
Form 3740GROW Rev. 09/22/15
Page 1 of 6
petroleum products, liquids or flammables shall be placed on, under, transported across or stored on the Lands,
which restricts, impairs, interferes with, or hinders the use of the Lands by Company or the exercise by
Company of any of its rights thereto. Licensee agrees further that in the event it should create a hazardous
condition, then upon notification by Company, Licensee shall, within seventy-two (72) hours, at its sole cost
and expense, correct such condition or situation; provided however that the Company retains the right to enter
upon the Lands and correct any such condition or situation at any time and, by its execution hereof, Licensee
hereby agrees to indemnify and hold harmless Company from all loss, damage or injury resulting from
Licensee's failure to comply with the provisions of this Agreement.
4. Licensee hereby agrees and covenants to prohibit its agents, employees, and contractors from
using any tools, equipment, or machinery on the Lands capable of extending greater than fourteen (14) feet
above existing grade and further agrees that no dynamite or other explosives shall be used within the Lands
and that no alteration of the existing terrain, including the use of the Lands by Licensee as provided herein,
shall be made which will result in preventing Company access to its facilities located within said Lands. Unless
otherwise provided herein, Licensee agrees to maintain a one hundred and fifty (150) foot wide area, clear of
any activities, with a lineal measurement of seventy five (75) feet on each side of the centerline of Company's
existing and planned facilities.
5. Licensee understands and agrees that the planting of trees, shrubs, and other foliage capable
of exceeding fourteen (14) feet in height at full maturity is not permitted within Company's Lands.
6. Outdoor lighting installed or to be installed upon the Lands by Licensee are not to exceed a
height of fourteen (14) feet above existing grade and all poles or standards supporting light fixtures are to be of
a non-metallic material.
7. Sprinkler systems installed or to be installed by Licensee upon the Lands are to be constructed
of a non-metallic material and sprinkler heads are to be set so the spray height does not exceed fourteen (14)
feet above existing grade and does not make contact with any Company's facilities. Aboveground systems
shall not be installed within or across Company patrol or finger roads and underground systems crossing said
patrol and finger roads are to be buried at a minimum depth of one (1) foot below existing road grade.
8. Licensee agrees to warn its employees, agents, contractors and invitees of the fact that the
electrical facilities and appurtenances installed or to be installed by Company within the Lands are of high
voltage electricity and agrees to use all safety and precautionary measures when working under or near
Company's facilities. Licensee hereby acknowledges the receipt and required execution of Form 360, a copy
of which is attached hereto as Exhibit C, prior to the commencement of any construction within the Lands.
9. Licensee agrees, at all times, to maintain and keep the Lands clean and free of debris. Except
as provided herein, Licensee further understands and agrees that certain uses of the Lands are specifically
prohibited; such uses include but are not limited to recreational purposes, hunting and camping, and Licensee
agrees to notify its employees, agents, contractors, and invitees accordingly.
10. The use of the Lands by Licensee shall be at the sole risk and expense of Licensee, and
Company is specifically relieved of any responsibility for damage or loss to Licensee or other persons resulting
from Company's use of the Lands for its purposes.
H. Notwithstanding any provision contained herein to the contrary, Licensee agrees to reimburse
Company for all cost and expense for any damage to Company's facilities resulting from Licensee's use of the
Lands and agrees that if, in the opinion of Company, it becomes necessary as a result of Licensee's use of the
Lands for Company to relocate, rearrange or change any of its facilities, to promptly reimburse Company for
all cost and expense involved with such relocation, rearrangement or change.
Form 3740GROW Rev. 09/22/15
Page 2 of 6
12. Licensee agrees it will exercise its privileges hereunder at its own sole risk and agrees subject
to the limitations contained in Section 768.28, Florida Statutes, if applicable, to indemnify and save harmless
Company, its parent, subsidiaries, affiliates, and their respective officers, directors, agents and employees
(collectively, the "FPL Entities"), from all liability, loss, cost, and expense, including attorneys' and
paralegals' fees and court costs at all trial and appellate levels, which may be sustained by FPL Entities to any
person, natural or artificial, by reason of the death of or injury to any person or damage to any property, arising
out of or in connection with the herein described purposes by Licensee, its contractors, agents, or employees;
and Licensee agrees subject to the limitations contained in Section 768.28, Florida Statutes, if applicable, to
defend at its sole cost and expense and at no cost and expense to FPL Entities any and all suits or action
instituted against FPL Entities, for the imposition of such liability, loss, cost and expense.
13. Licensee shall, and shall cause each of Licensee's contractors and subcontractors
performing work in connection with the project during the period of this Agreement, to procure and
maintain at Licensee's and such contractors' and subcontractors' sole expense, the following minimum
insurance, with insurers with a rated "A-, VII" or higher by A.M. Best's Key Rating Guide (i) General
Liability insurance with limits of $3,000,000 for bodily injury or death of person(s) and property damage
per occurrence, which shall insure against obligations assumed by Licensee in indemnity provision set forth
in Section 12 above, (ii) Workers' Compensation Insurance for statutory obligations imposed by applicable
laws, (iii) Employers' Liability Insurance with limits of $1,000,000 for bodily injury per accident, by
disease per policy and disease per employee and, (iv) Automobile Liability Insurance which shall apply to
all owned, non -owned, leased and hired automobiles with limits of $1,000,000 combined single limit.
Except for the Workers' Compensation Insurance, License shall name Company as an additional insured
and provide for a waiver or subrogation in favor of Company. Upon execution of this Agreement, License
shall provide evidence of the required insurance coverage in the form of an ACORD certificate to Company
evidencing that said policy of insurance is in force and will not be cancelled or non -renewed so as to affect
the interests of Company until thirty (30) days written notice has been furnished to Company. Upon request,
copies of policies will be furnished to Company by Licensee. Licensee understands and agrees that the use
of the Lands for the purposes described herein is expressly contingent upon acceptance and compliance
with the provisions contained herein.
Licensee shall be responsible for managing and administering all insurance policies required hereunder,
including the payment of all deductibles and self-insured retention amounts, the filing of all claims and the
taking of all necessary and proper steps to collect any proceeds on behalf of the relevant insured person or
entity. Licensee shall at all times keep Company informed of the filing and progress of any claim. If
Licensee shall fail to perform these responsibilities, Company may take such action as it determines
appropriate under the circumstances. In the event Licensee collects proceeds on behalf of other persons or
entities, it shall ensure that these are paid directly from the insurers to the relevant person or entity and, in
the event that it receives any such proceeds, it shall, unless otherwise directed by Company, pay such
proceed to such party forthwith and prior thereto, hold the same in trust for the recipient.
Nothing in this Section shall be deemed to limit Licensee's liability under this Agreement regardless of the
insurance coverages required hereunder. No limitation of liability provided to Licensee under this
Agreement is intended nor shall run to the benefit of any insurance company or in any way prejudice, alter,
diminish, abridge or reduce, in any respect, the amount of proceeds of insurance otherwise payable to
Company under coverage required to be carried by Licensee under this Agreement, it being the intent of
the parties that the full amount of insurance coverage bargained for be actually available notwithstanding
any limitation of liability contained in this Agreement, if any. Company assumes no responsibility for the
solvency of any insurer or the failure of any insurer to settle any claim. In the event that the Licensee self -
insures, Licensee shall provide Company with a letter of self-insurance in form and substance satisfactory
to Company's Risk Management Department. Licensee's contractors and sub -contractors may not self -
insure. This Section shall survive the expiration or earlier termination of this Agreement
Form 3740GROW Rev. 09/22/15
Page 3 of 6
14. This Agreement will become effective upon execution by Company and Licensee and will
remain in full force and effect until completion of Licensee's use of the Lands pursuant to this Agreement,
unless earlier terminated upon ninety (90) days written notice by Company to Licensee, or at the option of
Company, immediately upon Licensee failing to comply with or to abide by any or all of the provisions
contained herein.
15. The use granted herein as shown on Exhibit B shall be under construction by Licensee within
one (1) year of the effective date of this Agreement and the construction shall be diligently pursued to
completion. Licensee shall give Company ten (10) days prior written notice of its commencement of
construction. "Under construction" means the continuous physical activity of placing the foundation or
continuation of construction above the foundation of any structure or improvement permitted hereunder. Under
construction does not include application for or obtaining a building permit, a site plan approval or zoning
approval from the appropriate local government agency having jurisdiction over the activity, purchasing
construction materials, placing such construction materials on the site, clearing or grading the site (if permitted)
in anticipation of construction, site surveying, landscaping work or reactivating construction after substantially
all construction activity has remained stopped for a period of two (2) months or more. Licensee acknowledges
that failure to have the use under construction within the one (1) year time period will result in immediate
termination of this Agreement in accordance with Section 14 above for failing to comply with the provisions
contained herein unless Licensor grants a written extension for a mutually agreed upon time. Any request for
an extension of time shall be submitted in writing by Licensee no later than thirty (30) days prior to the
expiration of the one (1) year period for the project to be under construction.
16. The term "Licensee" shall be construed as embracing such number and gender as the character
of the party or parties require(s) and the obligations contained herein shall be absolute and primary and shall
be complete and binding as to each, including its successors and assigns, upon this Agreement being executed
by Licensee and subject to no conditions precedent or otherwise.
17. In the event any term or provision of this Agreement is determined by appropriate judicial
authority to be illegal or otherwise invalid, such provision shall be given its nearest legal meaning or be
construed as deleted as such authority determines, and the remainder of this Agreement shall be construed to
be in full force and effect.
18. In the event of any litigation arising out of enforcement of this Agreement, the prevailing party
in such litigation shall be entitled to recovery of all costs, charges and expenses of enforcement, including
reasonable attorneys' and paralegals' fees and court costs at all trial and appellate levels.
19. This Agreement constitutes the entire Agreement between the parties relative to the
transaction contemplated herein and neither this Agreement nor any term or provision hereof may be changed
or waived except by an instrument in writing and executed by both Licensee and Company.
20. This Agreement shall be interpreted and enforced in accordance with the laws of the State of
Florida.
21. This Agreement may be executed simultaneously or in counterparts, each of which together
shall constitute one and the same agreement.
22. This Agreement shall not be construed more strictly against one party than against the other,
merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized
that both Licensee and Company have contributed substantially and materially in the negotiation and
preparation of this Agreement, and that the normal rule of construction to the effect that any ambiguities are to
be resolved against the drafting party shall not be employed in the interpretation of this Agreement or any
exhibits, schedules, addendums or amendments hereto.
Form 3740GROW Rev. 09/22/15
Page 4 of 6
23. Licensee may assign its rights and obligations under this Agreement to a solvent party upon
prior written consent of Company.
24. Licensee agrees that any review or approval by Company of the plans and/or specifications
submitted by Licensee attached hereto as Exhibit B, the approval of the identity of any contractors,
subcontractors and materialmen, or the delivery by Company of any construction specifications to Licensee, is
solely for the purpose of processing this Agreement, and without any representation or warranty whatsoever to
Licensee with respect to the adequacy, correctness or efficiency thereof or otherwise and it is understood that
such Company's approval does not absolve Licensee of any liability hereunder. Further, Licensee, in
connection with the construction, maintenance and/or removal of improvements depicted on Exhibit B to this
Agreement, agrees to observe and fully comply with all construction, operation and maintenance standards, as
well as all applicable laws, rules and regulations of the United States, the State of Florida, and all agencies and
political subdivisions thereof, including without limitation, the National Electrical Safety Code and the
Occupational Safety & Health Administration regulations, standards, rules, registers, directives or
interpretations.
25. This Agreement includes and is subject to the provisions described on the attached Addendum.
The parties have executed this Agreement this day of
20
Witnesses:
Signature:
Print Name:
Signature:
Print Name:
COMPANY:
FLORIDA POWER & LIGHT COMPANY,
a Florida corporation
By:
Its:
Print Name:
Form 3740GROW Rev. 09/22/15
Page 5 of 6
IN WITNESS WHEREOF, the Board has executed this Agreement at as of the
date approved below.
r0A1M13S
BOARD OF COUNTY COMMISSIOrGI S�......�O"••
INDIAN RIVER COUNTY, FLORID,#'
BY. Jo H. EOan.Chairman.�?�9y•
BCC Approved: March 28, 2023
Attest: Jeffrey R. Smith, Clerk of Court and
Comptroller
A V
.-.1:1 g
Approved as to form and legal sufficiency
M"', - h � � "
William K. DeBraal
Deputy County Attorney
Approved:
By
Mic . Zito
Interi County Administrator
Page 6 of 6
EXIBIT "A"
LEGAL DESCRIPTION
A CENTERLINE DESCRIPTION FOR THE PURPOSE OF OBTAINING AN EASEMENT LYING WITHIN THE ABANDONED TRANS FLORIDA RAILROAD RIGHT OF WAY AS
DESCRIBED AND GRAPHICALLY SHOWN IN OFFICIAL RECORDS BOOK 208, PAGE 547 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING
A STRIP OF LAND 60.00 FEET IN WIDTH LYING IN SECTION 19, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA; SAID STRIP LYING
30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF COUNTY ROAD 512, AS SHOWN ON THE STATE OF FLORIDA, STATE ROAD DEPARTMENT RIGHT
OF WAY MAP FOR STATE ROAD 512 (NOW COUNTY ROAD 512), AS RECORDED IN PLAT BOOK 10, PAGE 39, OF THE PUBLIC RECORDS OF INDIAN RIVER
COUNTY, FLORIDA AND THE EAST LINE OF THE PLAT OF "FELLSMERE FARMS COMPANY'S SUBDIVISION OF ALL UNSURVEYED PART OF TOWNSHIP 31
SOUTH, RANGE 37 EAST IN St. LUCIE COUNTY, STATE OF FLORIDA" AS RECORDED IN PLAT BOOK 2, PAGE 84 OF THE THE PUBLIC RECORDS OF St.
LUCIE COUNTY, FLORIDA (SAID LANDS NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA); THENCE RUN N00'29'32"E, ALONG THE SAID EAST LINE,
A DISTANCE OF 1,902.05 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID ABANDONED TRANS FLORIDA RAILROAD RIGHT OF WAY FOR A POINT
OF BEGINNING; THENCE DEPARTING SAID EAST LINE, RUN S87'21'23"E, ALONG SAID CENTERLINE, A DISTANCE OF 5,877.47 FEET TO A POINT ON THE
WEST PROPERTY LINE OF THE THE CITY OF FELLSMERE PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2272, PAGE 1028, OF THE PUBLIC RECORDS
OF INDIAN RIVER COUNTY, FLORIDA; FOR THE POINT OF TERMINATION OF THE CENTERLINE OF SAID 60.00 FOOT WIDE STRIP.
SAID STRIP BEING BOUNDED ON THE WEST BY THE EAST LINE OF THE AFORESAID FELLSMERE FARMS COMPANY'S SUBDIVISION AND BOUNDED ON THE
EAST BY THE AFORESAID CITY OF FELLSMERE PARCEL.
CONTAINING: 8.10 ACRES (352,648 SQUARE FEET) MORE OR LESS.
NOTES
1. THIS SKETCH OF DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICk NSED PROFESSIONAL SURVEYOR AND MAPPER NAMED HEREON.
2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
3. THIS SKETCH AND DESCRIPTION AND THE ADJOINING PARCELS MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, AND/OR RESERVATIONS NOT SHOWN, BUT MAY BE FOUND IN THE PUBLIC RECORDS OF
INDIAN RIVER COUNTY FLORIDA.
4. THIS SKETCH AND DESCRIPTION DOES NOT REPRESENT A FIELD SURVEY. EXISTING PROPERTY CONDITIONS OR FEATURES ARE NOT SHOWN HEREON.
5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE; DERIVING A
GRID BEARING OF S87'21'23'E, ALONG THE CENTERLINE OF THE ABANDONED TRANS FLORIDA RAILROAD RIGHT OF WAY AS SHOWN HEREON.
LEGEND & ABBREVIATIONS
C.R. = COUNTY ROAD
C/L = CENTER UNE
E - EAST
ESMT = EASEMENT
F.P.&L. = FLORIDA POWER AND LIGHT
N = NORTH
No= NUMBER
O.R.B. = OFFICIAL RECORDS BOOK
CERTIFICATION
P.B. = PLAT BOOK
P.B.S. = St. LUCIE G>UNTY PLAT BOOK
PG - PAGE
P.I.D. = PARCEL IDENTIFICATION PER PROPERTY APPRAISER
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.O.T. = POINT OF TERMINATION
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
S.J.R.W.M.D. = St. JOHNS RIVER WATER MANAGEMENT DISTRICT
T.I.I.T.F. = BOARD OF THE TRUSTEES OF THE INTERNAL
IMPROVEMENT TRUST FUND FOR THE STATE OF FLORIDA
W = WEST
+/- = APPROXIMATE
c = INDICATES JOINT OWNERSHIP
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
PREPARED FOR INDIAN RIVER COUNTY ENGINEERING DEPARTMENT
DAVID M. SILON P.S.M. DATE
THIS IS
NOT A
BOUNDARY_ SURVEY
FLORIDA REGISTRATION No. 6139
INDIAN RIVER ASSISTANT COUNTY SURVEYOR
NOT COMPLETE
WITHOUT
SHEETS 1-3 AS CREATED
NDIAN RIVER COUNTY ADMINISTRATION BUILDING
18O STREET
�. �� "'� INDIANRIVER COUNTY
DRAWN BY:
Ds/LON
SECTION
19
3/S.
SKETCH AND DESCRIPTION
SHEET
A27th
VERO BEACH, FL 32960
�� � entofPub/ic_Works
_
APPROVED BY:
TOWNSHIP
for PROPOSED EASEMENT
(772) 567-8000
E1lgiaeeni7g Division
2 MEN LVER
RANGE
38E.
FELLSMERE FARMS COMPANY SUBDMSION. I
UNSURVEYED PART OF
TOWNSHIP 31 SOUTH, RANGE 37 EAST
IN St. LUCIE COUNTY, FLORIDA p
PER TRACT
[ 2, PG e4 �Z s.J.R.wP.I.D a: T.I.I.T.F. ABANDONED 100' WIDE TRANS
TRACT IN6 1 Z P.I.D. No
FEl1SNERE JOINT VENTURE 1 g 31-38-06-00000-5000-00001.0 FLORIDA RAILROAD
v.iA. No
31-37-00-00001-0233-0DOO1A PER O.R.B. 1304, PG 2778
PM ORB. 22M FIG 1312 RIGHT OF WAY PER
_ = r5yE FLORIDA�
-"`"°"° O.R.B. 208, PAGE 547
7z
j yy� IJ
3i W
P.O.B. i
d C/L OF VACATED
N R W LINE VACATED TRANS FLORIDA CENTRAL RAILROAD _
TRANS FLORIDA RAILROAD _ _ 1 _ _ _
/ C/L OF PROPOSED ESMT (CONTAINS +/- B.1 O ACRES i i / i I
8 — — senoseE ' — �/ / .�/' S87'21 23 E 5,877.47 / / ' /i. i i , /'77777-777-7777 �, �;
NBT20'S6�W _ 1 _ _ _ _ _ _ _ _
S R/W LNE VADATTS TRANS FLOWOA RAILROAD S R%W LINE VACATED TRANS FLORIDA CENTRAL RAILROAD
�� PROPOSED
FM.SMERE JOINT VENRs1Eul ky< '
P.I.D. No i
31-37—OD-00001-1447-00001.0 ' 60 ESMT
PER O.R.R. 1080, PC 153D I Oy
TRACT 1447 �
X
FELLSMERE FARMS COMPANY SUBDIVISION, O D 1
UNSURVEYED PART OF vm S.J.R.W.M.D. & T.I.I.T.F.
TOWNSHIP 31 SOUTH, RANGE 37 EAST I P.I.D. No
IN St. LUCIE COUNTY. FLOPoIM i �'' 6 31-38-06-00000-5000-00001.0
.B
PER P.S. 2, PG 84 PER O.R.B. 1323, PG 2518
3
MAL
i
°R/W I
I
0 100 200
N ICA
0,5
Im S.J.R.W.M.D. h T.I.I.T.F.
GRAPHIC SCALE
N P.I.D. No ( IN FEET )
N W 31-38-06-00000-5000-00001.0 y
n I0 PER O.R.B. 1323, PG 2518
rn W
� 1 z_
OIJ �I`
C.R_
INTERSECTION OF THE C/L OF C.R. 512 PER THE STATE OF
FLORIDA STATE ROAD DEPARTMENT R/W MAP, PER P.B. 10, PG 39
& THE E LINE OF THE TELLSMERE FARMS COMPANY'S SUBDIVISION
OF ALL UNSURVEYED PART OF TOWNSHIP 31 S. RANGE 37 E IN
St. LUCIE COUNTY, FLORIDA' PER St. LUCIE COUNTY PLAT BOOK 2,
PG 84 (NOW LYING IN INDIAN RIVER COUNTY, FLORIDA)
NDIAN RIVER COUNTY ADMINISTRATION BUILDING �.a1 INDLCV"VER COUNTY DRAWN BY:
1601 27thSTREET D. SIL
Department ofPub/ic Works APPRO
VERO BEACH, FL 32960 � VED
(77z) 567-8000 o En ineerin Division V. SC
THIS IS NOT A BOUNDARY SURVEY
0
02.
NOT COMPLETE WITHOUT SHEETS 1-3 AS CREATED
�N SECTION I9 SKETCH AND DESCRIPTION S2
BY11
: _ _ TOWNS HIP 315. for PROPOSED EASEMENT
O 100 200
GRAPHIC SCALE
( IN FEET )
re
I
ABANDONED 100' WIDE TRANS
FLORIDA RAILROAD S.J.R.WP..D
RIGHT OF WAY PER
S.J.R.W.M.D.P.D. & T.I.I.T.F.
No
31-38-06-000D0O 0-5000-00001.0 P.O.T.
O.R.B. 208, PAGE 547 PER O.R.B. 1304, PG 2778 xIWALKINGPATH \
- - - N 1W LINE VACATEDTRANS FLORIDA CENTRAL RAILROAD - -
C/L OF PROPOSED ESMT (CONTAINS +/ 8.10 ACRES ,
/ �S8T21 23 E 5.877.47 '. ;
$-R7Y UNE VACATED TRANS FLORIDA CEFJTRAL RAILROAC
1 PROPOSED
60' ESMT
S.J.R.W.M.D. & T.I.I.T.F.
P.I.D. No
31-38-06-00000-5000-00001.0
PER 0 R B 1323 PG 2518
I�.
m
LLI
'0J Z
n_
PROPOSED U
60' ESMT QC
ABANDONED 100' WIDE
TRANS S.J.R.W.M.D. & T.I.I.T.F.
FLORIDA RAILROAD
P.I.D. No
a
31-38-06-00000-5000-00001.0
RIGHT OF WAY PER
PER O.R.B. 1304, PG 2778
Q
r
O.R.B. 208, PAGE 547
3
N R/W LINE VACATED TRANS FLORIDA CENTRAL RAILROA>Dr- - -
z
PJALOD W
C/L OF PROPOSED ESMT (CONTAINS +/- 8.10 ACRES/ i irT /
�
S8T21 23"E -- 5.877.47 -
O.FLI0000-1000-008
PER ORB. 2272, Po 102E
-
-- R` LINE VACATED TRANS FLORIDA CENTRAL RAILROAD i�
Q
o
S.J.R.W.M.D. & T.I.I.T.F.
o
P.I.D. No , 11pG
31-38-06-00000-5000-00001.0
G
W
Iz
IJ
o
�
6
PER O.R.B. 1323, PG 2518 i Qgg,
I `p.i4
re
I
ABANDONED 100' WIDE TRANS
FLORIDA RAILROAD S.J.R.WP..D
RIGHT OF WAY PER
S.J.R.W.M.D.P.D. & T.I.I.T.F.
No
31-38-06-000D0O 0-5000-00001.0 P.O.T.
O.R.B. 208, PAGE 547 PER O.R.B. 1304, PG 2778 xIWALKINGPATH \
- - - N 1W LINE VACATEDTRANS FLORIDA CENTRAL RAILROAD - -
C/L OF PROPOSED ESMT (CONTAINS +/ 8.10 ACRES ,
/ �S8T21 23 E 5.877.47 '. ;
$-R7Y UNE VACATED TRANS FLORIDA CEFJTRAL RAILROAC
1 PROPOSED
60' ESMT
S.J.R.W.M.D. & T.I.I.T.F.
P.I.D. No
31-38-06-00000-5000-00001.0
PER 0 R B 1323 PG 2518
I�.
m
LLI
'0J Z
n_
PROPOSED U
60' ESMT QC
i
THIS IS NOT A BOUNDARY SURVEY
NOT COMPLETE WITHOUT SHEETS 1-3 AS CREATED
NDUW RIVER COUNTY ADMINISTRATION BUILDINJ@ INDIANRIVER COUNTY DRAWN BY: SECTION 19 stir
1801 27th STREET D.SILON - -- -- SKETCH AND DESCRIPTION 3
VERO BEACH, FL 32960 Lx-e-ntofPubA7 Works APPROVED BY. TOWNSHIP 31S. for PROPOSED EASEMENT
(772) 567-8000 Engineering Division D.SrAFRvvER RANGE 38E
a
0
I
r
I
3
CITY OF FELLSYERE
PJALOD W
31-7R
�
O.FLI0000-1000-008
PER ORB. 2272, Po 102E
700
o
o
G
W
Iz
IJ
o
�
6
CITY OF FELLSYEX z
PID. Na
O=
31-38-20-00000-1000-000011 L
iW
PER OR8. 2272. PG 102E
i
THIS IS NOT A BOUNDARY SURVEY
NOT COMPLETE WITHOUT SHEETS 1-3 AS CREATED
NDUW RIVER COUNTY ADMINISTRATION BUILDINJ@ INDIANRIVER COUNTY DRAWN BY: SECTION 19 stir
1801 27th STREET D.SILON - -- -- SKETCH AND DESCRIPTION 3
VERO BEACH, FL 32960 Lx-e-ntofPubA7 Works APPROVED BY. TOWNSHIP 31S. for PROPOSED EASEMENT
(772) 567-8000 Engineering Division D.SrAFRvvER RANGE 38E
INDEX OF ROADWAY PLANS
SHEET No.
SHEET DESCRIPTION
C1
KEY SHEET
C2
REVISIONS TABLE
C3
SIGNATURE SHEET
C4
SUMMARY OF QUANTITIES, PAY ITEMS k DRAINAGE
PIPES
C5
TYPICAL SECTION
06
WETLAND RE -HYDRATION CULVERT SECTIONS
C7
WETLAND RE -HYDRATION CULVERT SECTION AND
STATE OF
;SECTION A -A
I
C8
'PIPE INSTALLATION DETAILS
C9
GENERAL NOTES
CIO
SHE SIGNAGE AND DETAILS
C" -CIS
SITE PLAN WITH AERIAL OVERLAY
C16
EROSION CONTROL DETAILS
C17
DEMOLITION PLAN
CTR -C30
RAN & PROFILE SHEETS
"VA110115 SMOYN ME N NfFFA III 711E U -IM ANIM M YTROCAL DATUM /SED.
OOr— CONTOURS SH AT 1.0 FOOT NTDtYAI
PROPOSEO CONT41R3 SNOVM AY 46 iDDi INTERVAL
f'wtjoT Tr=WmpaiM FYMM-22 D.AS 9tmdwd
Vn. Mmrq Dsgn seam. Rau nFM(DSIb) of
ntta//.+,..rdotae. �a,dad./'sta,dara.aWo
APPIICA6tE DM&
RorlAa Dapabnent of V-P—ua ax 2= sta,dad
Sp.clRanRoe. Ar Roan aW BrNSo Ds,wuepcn ae w A91orN�
.aerlr nt>a //....waLew/aaaa�a�a yeawneMPlan.d.d/s�eaow
EXIBIT 1
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMISSIONERS
COUNTY COMMI5510N RS•
SUSAN ADAMS, COMMISSIONER, DISTRICT I
JOSEPH E. FLESCHER, COMMISSIONER, DISTRICT 2
JOE EARMAN, VICE-CHAIRMAN, DISTRICT 3
PETER D. O'BRYAN, CHAIRMAN, DISTRICT 4
LAURA MOSS, COMMISSIONER, DISTRICT 5
TVERRO 801 2BEAM Ft 32960-338!
CIM Engtre
rqbj:
AARON STANTON. P.E
��N .G.:'•'S
12
MBV ENGINES NG, INC.
ICEp, O p
1833 20TH STREET
•' -. 9G %
%SRO BEACH. FLORIDA 32860
No. 72460 k
'
CONTRACT NO- N/A
VE►AOR NO-
' *
CERTIFICATE OF AUNIOR7ATION 110.: 3728
STATE OF
off; F(ORIDp . �.h, j
F/oNAL r 1
CcNSmCPoN
CO ACTT hu YEAR �
_'
- 22 Cl
of
~'%
'`\CENS�c 1p�
.
1. '.,
";;•
No.72460
� .� \
\ * `
BJDIAN FIVERGWNTY
'' ',•i PUBLtCyJO6(SOEPARTNENT
STATE OF +
_.1.
st0 SECTHON
"f!=teRC+` t• leo, 27N STREET
:
IBM 0th STREET
•• 1
FLOIWMACTT.
FLORIDACERTWCATENe
VERo BEACH R 32960
CERMCATE M AUTHORIZATION
,•• ,,.�: -' CATS 6119
-
�OSS�ONAI. EN6 d''
3728
THE ANDVE MAIM) PROFESSIONAL SURVEYOR AND TAAPPER
®1MLM RESPON6IBLE FOR THE FOLLOVYWO. SHEETS: Evriting
Cexdlees BurveE ane Fastxnam Ooamama.
THE ABOVE NAMED PROFESSIONAL ENGNEER SHALL BE RESPONSIBLE FOR THE FOLLOWNC SHEETS
ACCORDANCE WTH RALE BIC15-23.004.F.A.0
IN
- SHEETS Cl - C30 (OWL PORTIM)
W
MBV
ENGINEERING, INC
1666202'
VERO
PM.
F%.
9TR6ET
BBACM, PL ET
(7'72 560.0036
(7T2) T78-3917
HISTORIC TRANS -FLORIDA RAIL
TRAIL EXTENSION
SIGNATURE SHEET
aRlII
G'3
— -- —
Es+ovsBpO. neo
maaxi
c4aaanWE VniEIwO u4Ei1
Bcln-ext -0lrama
WOUW RIVEN Ull
FLORIDA
if-0if t
SUMAWNY OF PAYREAS-
]I0.2-1 TN6 PFJWCT WILL RAQ REAK AL OF EriSTLNGAp%U rh6OlN4S ARID
SEAV-FTEXWEPAVfWA7 FROMSAT 127-01.10 TOSTA 141+35.00. [RIUBdI/'A's
1567WAMD TOLEAVESURFACE 0'BL-LDWrHE EtIWNG GRADE ON
AMUCC AtREF6t MMON IWSURVEY. RBHOVALAND0M CSU5IWLl8E
INr1WED UNDER TMS RRYITEM
IZPI EZAVATIM 9M ORI WE REMOVAL ANO DBPOSAL. aIMMCAL 4/u7W
15RI9NEW"HAVRL#RNGFACMRAPRIED. QuAN Y[NggATrDUYRG
IWXNON.9TESOILS FOR 7VW V STARIILITMNSECnOAL aUVAMN
MATEMN lRN'iLN THIS PAYREM SNAIL R R!-16Ep pv 5/(EASEM/NNRM1IENf
LINGER 12(16
11LFE EWANAMENI tA1C FEO" BILA NO COMPACTM FACTOR AFRIED,
EXCAVATION FROM PA rnE111z0.19(ALt BE LLSED FOR rots REM
700-1-I1 RYDIAN RIVER ODLWN SWA PAODIKESQHR.4YSIGN GRAPW AND SK.W
POSEASWWLY. CONN ACMRSNALLRERESPO"KEFORIWAIMTR)NAS
DERCTEDON APPROVEO PLANS OR AS DWCTW BY PARK PRESERVESTAFF.
51 m CONTRACTOR M/ INUL40E MATERIAL COSTS AND WTALIAWON GY
COLLAPSIBLE 60LL D<XIA/ LE BERLAND MALL RE PER SPECMGTRAV AS
NOTED THE CONTRAC'TOMAUNr. OR MPNOIIFD EOWY UPON REV&W
MID AMADVN OF APPROVED EOVt1At. f IRCSTAFF AND ENGINEER OF
RECORD.
EMBV 7835 20TH STREET
VERO 20TH FL 326EtD
PH. 1772) 568-003
ENGINEERINGGINC "" Q72) 77
8-3617
ApAKEYPw nawytN[•bWcu-TG L�AIIRNE 0. -Rt (�1J 11NCJR
CORpAA1Q D�IMHL'Ic G FT. PfftLER.wInsp N(LWM
PAY ITEM NOL:. ___—_ Btl(11RTfON _— _ _ I Ul1R, PROJECI'QUAIRIIY 1
R"VWAYPAYnTm '-
1914
,1 MIIJZATION
— _
SUMMARY OF DRAK4AE PBIEB
1001
MABVTENANCEOFTRAFFIC
LS
MAR)(
STATION
DEBCRBRION
BRE
LENGTH
STARTPIPE
START
INVERT
ENDPIPE I
END
INVERT
#1
68+23.93
RCP
15'
24 LF
10.11 RIGHT
25.00
13.86 RIGHT
25.00
112
73+71.88
RCP
241
40 LF
18.57 RIGHT
25.00
21.43 RIOM
2500
43
1 83408.52
RCP
241
40 LF
19.80 RIGHT
28.40
20.10LEFT
2&40
84
141400.0
ERCP
lo"X 1
40 LF
17.11 RIGHT
2250
2288 LEFT
2280
EMBV 7835 20TH STREET
VERO 20TH FL 326EtD
PH. 1772) 568-003
ENGINEERINGGINC "" Q72) 77
8-3617
ApAKEYPw nawytN[•bWcu-TG L�AIIRNE 0. -Rt (�1J 11NCJR
CORpAA1Q D�IMHL'Ic G FT. PfftLER.wInsp N(LWM
PAY ITEM NOL:. ___—_ Btl(11RTfON _— _ _ I Ul1R, PROJECI'QUAIRIIY 1
R"VWAYPAYnTm '-
1914
,1 MIIJZATION
Ls
I
1001
MABVTENANCEOFTRAFFIC
LS
1
1641
;ARTIFICIAL COVERINGS I EROSION CONTROL ABATEMENT PROMXTS
SY
ILIm
10114"
SEDIU T BARRIER
U
14,000
EA
2
10143 .SOIL TRACKING PREVENTION DEVICE
Ac
4.59
110-1-1 CLEARING AND GRUBBING
1101
RSGUTAR EXCAVATION
^AMBANKMENT —_._--
CY
1723
-
1204
CY
BY
BY
— In _...-
0,100
--' 101w
1604 TYPE B STABILI7A770N IY (LBR-R)
33-701 OPDONAL BASE GROUP4(6"CBMENTEDCOQUINN(WR 101) ._. ..--
35-706
OPTIONALB406ROUP6(r CEMUO DC000MA)(LMt 109)(PPLEASEME'NFARWy
BY
282 1
=1711
OPTN)NAL BASE GROUP ii (IY CEwaNTED COQIANA) 9.Ba 100) (FPL EAOEMENrAREA)
SY
43
334142
3UPERPAVE ASPHALT CONCREIE.TRAPPIC B (TYPE SPA.3, t!9
TN
790
3341-13
---3341-13
.SUPERPAVE ASPHALT CONRFTE TRAFFIC C(TYPE S►AJ)(FPL EASEMENTAREA)
TN
234
SUPERPAVE ASPHALT CONRETE TRAFFIC C(TYPE SP-113)(FPL EASEMENT ABPA)
TN
33.2
470171115
PIPECULVERT,OPTIONAL MATERIALROUND. 15-SAM(RCP)
IF
24
438-IM124
PIPECU.VERT.OPTIONAL MATERIAL BOUND. 24•S&-D(RCP)
IF
W
4WI73-M
73701,2
PIPE CU.VEAT'. OPTIONAL MATERIAL ROUND. 19Sc3r SMO (FRCP)
IF
4D
PPRPORMANCE TURF_ SOP (MATCH EMST04G)
SY
AS
6430
2
1001-11 -SCRUB JAY TRAIL SIGNAGE(INSTALLATION ONLY)
_.
7110-1-11
SINGLE POST SIGH:, UPTO 12SF
AS
1
319-75
BOL ARDS (OOLIAPSIBL.E)
EA
4
999.1
,_„.__,SURVEYOR)
ASRULT SURVEYING AND RECORD DRAWING PREPARATION (BY REGISTERED -
LS
I
HISTORIC TRANS -FLORIDA RAIL
TRAIL EXTENSION
INDM RNER COMTY
FLORMA
SUMMARY OF QUANTITIES, I I r' 4+ l
PAY ITEMS AND DRAINAGE PIPES C
SOUTH RNV
LINE
100'
FORMER TRANS FLORIDA CENTRAL -
RAILROAD R/W
50' BASELINE OF SURVEY
VARIES
MIN. 42.9', MAX.80.42'
22'
LIMITS OF CLE
- 5'
1
2' 2'PROP. 12'
SILT FENCE TRAIL
SOD SOD
6% 2% MAX
NORTH
R/W UNE
MIN. 27.5',
2' I SILT FENCE
SOD SOD
6%
MATCH EXISTING 5' .5'
12'
SLOPE VARIES -
NOT TO EXCEED 4:1 /
SOD ALL DISTURBED AREAS
WITH NON -EVASIVE SOD
(TyP)
TYPICAL TRAIL SECTION
N.T.S.
PROPOSED 13 SP -9S
_ SURFACE COURSE
PROPOSED 6'
CEMENTEDCOOUINA
BASE (PRIMED) FDO,
GROUP 4 CLSR 100)
ROPOSED 1Y TYPE B
STABILIZATION (UBR 40)
TYPICAL TRAIL STRUCTURAL SECTION
N.T.S.
MATCH EXISTING
�MBV 1BSSa6TNSTREET
VERO BEACH. R 32960
PH. (TT2) 56"038 HISTORIC TRANS+LORIDA RAIL
EERI
NGINENG.IINC FX. InTypCAL SECTION
a)TT6ae1T TRAIL EXTENSION
SNLC5
NOM�OIBl�1u��1� t® MBY01111l.R-�11f4t)7g1sC
oiOR Ca1B0 B,i000 am>• Ro6cga-rNlmlrMm! IN041N NNER COI1NfY H.ORM
Z
�� DIZ
100'
FORMER TRANS FLORIDA CENTRAL RAILROAD RIW - -
w __ __ BASEUNE OF
3.Y � SURVEY
PROP. 12'
' TRAI�---
7LEGEND
APPROX. EXISTING2% AX7 7 �— WETLAND LIMITS �J
EXISTING WETLANDS
'•. �:i::•
'tau
... _- —
X36.7 }�6.5/ . _..
. -. `_ PROPOSED FILL
• . •• J `C PROP. <OLF 24' RCP
REHYDRATNIG CULVEfiT
PROPOSED EXCAVATION
INV. =2400
CULVERT CROSSING #1
STATION 73+71.68
N.T.S.
O
I�
-
FORMER TRANS FLORIDA CENTRAL RAILROAD RNV
----
50
- _ ' --
— BASELNE OF
__ _- - -. -�•'�
__
SURVEY
I
P'OP. 12'
TRAIL
LEGEND
APPROX.UNIT
APPROX OUSTINGWETLANDD
DNfT&
(
2XM WETLAND UL4R8
I
O EXISTING WETLANDS
�4 •28.3 /- ,-.. -
. _ .. ..:
:....
.�
PROPOSED FILL
128.0
�5q
PROP. 40LF 2r RCP
R -H
EYDRATf4G CULVERT
® PROPOSED EXCAVA71ON
INV. - 25.4
CULVERT CROSSING #2
STATION 83+09.52
N.T.S.
Hm
166 ZOTH STREET
T
EMBV
V ERO BEACH• FL D
snml
se
°C@
PH. (772) 50s =Is
FX (772) 7-6,T
HISTORIC TRANS -FLORIDA RAIL
WETLAND RE -HYDRATION CULVERT
C�
rN6IN l "INC
n
»Faea7ec n-A,WII>su,a
TRAIL EXTENSION
SECTIONS
U
Ytt®e VnILL1MOld,®1.04MYL
[i.RNZ.R-PN pr+IwMM
INDIAN RIVER Cd1NTY FLORIDA
3VDI�
YI
100'
FORMER TRANS FLORIDA CENTRAL RAILROAD RAN -" —
BASELINE OF
SURVEY
PROP. 7
APPROX. EXISTING TRAI
WETLAND
1 I APPROX.EXISTINGLA
WE7lAND UNITS I T I I 1� WETLAND UNITS I
21% .�slNo
75.27 1__1 27
#23.1
EX. W BAS MAIN
CONTRACTOR TO FIELD VERIFY PROP. IOLF 2r RCP
LOCATION PRIOR TO RE -HYDRATING CLLVEIT
CONSTRUCTION --�0(V.=22.5
CULVERT CROSSING #3
STATION 141+00
N.T.S. -- --- ---
8MBVISM TH STREET
V 211
ENO BEACH. FL 32960
PH. (772) 669-6035 HISTORIC TRANS -FLORIDA RAIL
FX (772) 778-8617
ENGINEERING, INC. TRAIL EXTENSION
m��aiw w.a� rr�F.wo c�.7n�.w"' R��R •'mwnam.�en
177+I�K1oM INDIAN RRERCWNTY
EXISTING FPSL
ACCESS ROAD
FLO
LEoeno
EXISTING WETLANDS
owPROPOSED FILL
® PROPOSED EXCAVATION
WETLAND RE41YDRATION CULVERT
SECTION AND SECTION AA
CI
FORMER TRANS FLORIDA CENTRAL RAILROAD RNV
PROP. 17
—.. —.�-.. . ML 20'
EXISTING FP&L
ACCESS ROAD
' !
♦�� M.E.
16
3%MAXAMAX L30.5
/
SEE WAVY DUTY
PAVEMENT SECTION
SHEET C22
SECTION A -A
STATION 96+34.99 TO 96+66.7.2
N.TS.
8MBVISM TH STREET
V 211
ENO BEACH. FL 32960
PH. (772) 669-6035 HISTORIC TRANS -FLORIDA RAIL
FX (772) 778-8617
ENGINEERING, INC. TRAIL EXTENSION
m��aiw w.a� rr�F.wo c�.7n�.w"' R��R •'mwnam.�en
177+I�K1oM INDIAN RRERCWNTY
EXISTING FPSL
ACCESS ROAD
FLO
LEoeno
EXISTING WETLANDS
owPROPOSED FILL
® PROPOSED EXCAVATION
WETLAND RE41YDRATION CULVERT
SECTION AND SECTION AA
CI
ER�OItlD1011 MU2WRCAIM.Y SAN'
2- llf OR LED CUT PAYMENT
wont uOUT Em7wG
11AX TEAIER —�
IEMEL ALLOWED 4.
Y
STORMWATERf UTILITY PIPE
INSTALLATION
NOTES:
1. UTILITY CONSTRUCTION NRNN THE RIGHT-OF-WAY SEND. COMPLY WITH 17A)NTY CODE CHAPTER 312.
1.1. ALL INSTA.LAlTONS LESS THAN 12' DIAIff,Ei AND NON GRAVITY unLm S SHALL BE BY DELECIID/W. BORE
t -Z P/RTAL LANE CUTS RDOUIRE A MINIMUM OF SINGLE LANE RESTORATION.
2
WHERE SOL CONINTIONS CANNOT BE MwmNEG AS SHIOWN ABOVE. PROVIDE APPlOJEn METHOD OF
CONSTRUCTION
FOR APPROVAL BY THE COUNTY EIawo, OR DESIGNEE PRIOR TO INSTALLATION -
3 SHORING MAY BE REQUIRED N ACCORDANCE WITH ALL INDUSTRY STANDARDS
4, NEW SURFACING MATEFLUILS SHOLL BE CONSISTENT OR BETTER THAN EXISTING CONDITIONS AND SHALL HAVE
BUR JOINTS (23 INCH MiNNUN THK2OJ•`<).
S. ALL Rd10WAY RESTORATION SHALL DOURLY WITH NDWi RIVER COUNTY PUNK WORKS ANO FOOT STANDARDS
(LATEST EDITION).
G MINIMUM TRENCH WIDTH '0' a RPE OA PLUS 2'-0' ON EACH SIDE
0 (M. NIMUM DGSTNG PAVEHENT DEPTH OR PER COUNTY ROADWAY DEUGN CRITERIA DETAI, WHICHEVER S
® FLOWBLE FILL AS DEFINED AS NOH-EXGAAAATABLE IN ACCORD NCE WEE FDOT STANDARD SPECIFICATIONS FOR
ROAD AN) BRIDGE CONSTRUCITON, SECTION 121, WITH
STRENGTH OF 123-300 PSL
m AAS.H.T.Q TYPE A-3 MATERIAL N MAXNUM G' LIFTS COMPACTED AT 98% AAS.H.T.Q T-1110.
O AA SN.LQ TYPE A 3 MATEIBAL N MAXIMUM 4' LIFTS COMPACTED AT 9&S AASN.T.C. T -HIEN
ELCMATABLE PLOWABLE FlLL 6 ALLOWED WITH PWR APPROVAL OF PROPOSED HATERNL STRENGTH BY TEE
COUNTY ENGINEER OR DES ,Er
0 )1' DIAMETER WAS ED 1TEDDWO ROCK OR PEA (ROOT WHERE UNSUTAB E BmowG LATERAL EX 575 OR ff
OLTYAIERWO 6 REQUWED_ SUITABLE MAlEA1AL 5 OEFlNm AS STABLE GRANJLM WTEBN. FREE OF ROCK
FORMAT", OTHER FOREIGN FORMATIONS AND IXMSTRUCTED TO INFORM GRADE AND UNE.
D IES ON STANDARDS AND SPECIFICATIONS TRENCH
DATE,
1!/II2010— r�-- - (,0,4110 AREAS)
N1°°`' rz - /a, OR LESS CUT
®MBV 10S62OTH 6TRIE6T
VERo BEACH, FL 328BO
PN. (272) 869-0ws
ENGINEERING, INC FEL (n2) 7TRh3517
runaPYEA wiwUwaaMocatea aF11011Wl.0.•M�1)mmPO
Wrsam.oawYANri urns R.FW16.i1•n•In3.Oivs
SURFACE
- RESTORATION
'..:.�'. . ......
1Y
2'
JL
O.D.
111^
STORMWATER- RI TTY PIP
INSTALLATION
NOTES
I- UTILITY CONSTRUCTION WITHIN THE Rr-HT-OF-WAY SHALL COMPLY WITH COUNTY COOS CHAPTER 312.
2. WHERE SUL CONDITIONS CANNOT BE MAINTAINED AS SHOYN ABOVE PROVIDE MET GO OF
COSTRUCTON FOR APPROVAL BY COUNTY ENGINEER OR DESIGNEE PRIOR TO INSTALLATION.
3 -SHORING MAY BE REQUIRED IN ACCORDANCE WITH ALL INDUSTRY STMIOAROS.
4.MINIMUM TRENCH WIDTH 'W- - PIPE O.D. PLUS 2'-D' ON EACH SIDE.
® MATCH EXISTING (ROUND WITH SMOOTH, LEVEL TRWSTIICN
® UNPAVED ROADS IN ROW SHALL CONSIST OF B' UMEROCH BASE OR COQUINA SHELL IN A MINIMUM
OF (2) 4' LIFTS WITH A MNWUM LEIR OF 1GO COMPACIETF TQ SBF M"MUN DENSITY PER
AA9JLTD. T-180. WHEN INSTALLATION 15 NDE LOCATED N A TRAVEL LANE, RESTORATION SHALL BE
ACCORDING TO O BELOW WITH SOD LAID WITHIN THREE DAYS OF FNA. LRACDIG.
0 AAS.ILT.Q TYPE A-3 MATERIAL IN MAXIMUM 8' LOTS COMPACTED AT 98% AA -S H.T.O. T-Im
0 AAS.KT.Q TYPE A-3 MATERIAL IN MAXIMUM 4' UFTS COMPACTED AT 98% AASH.T.Q T -18O
EXCWTABLE FLOWABLE FILLIS ALLOWED WITH PRIOR APPROVAL OF PROPOSED MATERIAL STRENGTH
BY COUNTY ENGINEER OR DESIGNEE.
K' DIAMETER WASHED BEDDING ROCK OR PEA ROIL WHERE CISUITABIE BEDDING MATEFLAL EXISTS
OR DEWATERING, IS REOUIREO. SUITABLE MATERIAL 4 DEFINED AS STABLE GRANULAR "TENIAL FREE
OF ROCK FORMATION. OTHER FOREIGN FORMATIONS MID CONSTRUCTED TO UNHFORMGRADE AMC)
UNE
1 LAND DEVELOPMENT
DESIGN STANDARDS AND SPECIFICATIONS TRENCH
DATE:1!/1/2OlNi
INDEX: n►,R(EaF�RAP AIL »�,os �UNPA�EO A)PEAS)
1 Adele FIbrAW - -
HISTORIC TRANS -FLORIDA RAIL
TRAIL EXTENSION
MUM RIVER COUNTY
FLORIDA
PIPE INSTALLATION DETAILS I I ce
-1- brLWHCATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION
-STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' DATED
NUARY 2022 AND INDIANINDIANRIVER COUNTY STANDARD SPECIFICATIONS.
2. CA
ONSTRUCTION DETAILS SHALL BE N ACCORDANCE WITH FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARD PLANS FY 2D21.22.
3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OFSURVEY.
4. ALL DISTURBED - SHALL BE SODDm WITHIN SEVEN DAYS OF FINAL GRADING.
ALL SOD PLACED ON A SLOPE STEEPER THAN 4:1 SHALL BE PEGGED, COST OF
PEGGING SOD SHALL BE INCLUDED IN PERFORMANCE TURF UNIT COST. ALL SOD
TO BE NON4NVASNVE-
5. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS
CONSTRUCTION TO A CONDITION EQUAL TO, OR BETTER THAN THAT NOW
EXISTING.
6. ITEMS IN CONFLICT WITH CONSTRUCTION SUCH AS EXISTING SIDEWALKS,
DRAINAGE STRUCTURES, PAVEMENT AND RASE AND EXCESS EXCAVATIONS ARE
TO BE REMOVED By CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER
MANNER AWAY FROM THE JOB SITE ATTHE CONTRACTOR'S EXPENSE, UNLESS
THE ITEMS ARE SPECIFIED TO BE REUSED ON THE PROJECT.
7. EXISTING TREES WITHIN THE PROJECT LIMITS ARE INTENDED TO REMAIN,
UNLESS THEY ARE IN DIRECT CONFLICT WITH THE PROPOSED IMPROVEMENTS
OR NOICATED TO BE REMOVED. CONTRACTOR SHALL TAKE DUE CARE AS TO
PROTECT EXISTING TREES WITHIN THE PROJECT LIMITS THAT ARE NOT IN
DIRECT CONFLICT WITH THE IMPROVEMENTS. THE CONTRACTOR SHALL REMOVE
ALL EXOTIC VEGETATION LOCATED WITH THE PROJECT LIMITS WITHIN PUBLIC
RIGHT OF WAY_ COST OF TREE PRESERVATION SHALL BE INCLUDED WITHIN PAY
ITEM 104.2 AND EXOTIC VEGETATION REMOVAL SHALL BE INCLUDED WITHIN PAY
ITEM 1141-1.
B. STAGING AND MATERIAL STORAGE SHALL NOT BE CONDUCTED ON ANY
ABUTTING PRIVATE PROPERTY WITHOUT WRITTEN AGREEMENT APPROVAL FROM
THE OWNER UPON PROJECT COMPLETION, SHOULD CONTRACTOR HAVE
STAGED MIDAIR STORED MATERIAL ON PRIVATE PROPERTY THE CONTRACTOR
SHALL OBTAIN A WRITTEN RELEASE FROM THE PROPERTY OWNER. A COPY OF
THE WRITTEN RELEASE SHALL BE PROVIDED TO THE COUNTY.
9- NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSES[ AS
PROPOSED BASE MATERIAL.
10. CLEARING AND GRUBBING- WITHIN THE UMITS OF CONSTRUCTION, ALL
VEGETATION AND ROOT MATERIAL SHALL BE REMOVED.
11. ALL VEGETATION, DEBRIS, A.C., CONCRETE OR OTHER UNSUITABLE MATERIAL
SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN LEGAL MANNER AT
THE CONTRACTOR'S EXPENSE-
12.
XPENSE12. SOD PLACEMENT SHALL BE AS PER F.DO.T. INDEX 4105. SOD TYPE SHALL MATCH
EXISTING GRASS AND NOT SE OFANYTYpE OF INVASIVE SPECIES.
13, ANY EXISTING ROADWAY ANDIOR UTILITY THAT N OA IVE BY THE
CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.
14. EXISTING DRAINAGE STRUCTURE$ AND PIPES WITHIN THE CONSTRUCTION
LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.
15. SURFACE COURSE -TYPE F.C. 9.5 AND STRUCTURAL COURSE -TYPE S.P. 125
SHALL CONFORM TO THE REQUIREMENTS OF THE FO.O.T. SPECIFICATIONS, 2022
EDITION, SECTION 334, THE MINIMUM COMPACTED THICKNESS TO BE AS NOTED.
18. EMBANKMENT, SUBGRADE, BASE AND ASPHALT ARE 'IN PLACE' MEASUREMENTS.
17. THERE SHALL BE NO EXCAVATIONS LEFT OPEN AFTER END OF SHIFT,UNLESS
POSITIVELY SHIELCEO.
1& ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED IN AN AREA
DESIGNATED BY THE PARKS MANAGEMENT STAFF TO AVOID IMPACTS TO THE
ENVIRONMENTALLY SENSITIVE AREAS.
10. THE CONTRACTOR SHALL NOTIFY IRC MPO AT (T72) 2261034 8 FDLP PARKS
MANAGEMENT STAFF, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
20. GUARANTEE - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR
INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT SHALL BE
GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE THEREOF. AGAINST DEFECTIVE MATERIALS, DESIGN AND
WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF
ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS DURING THE
GUARANTY PERIOD. THE AFFECTED PART, PARTS OR MATERIALS SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER
IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY
REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE
OWNER. THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE
CONTRACTOR (FINAL ACCEPTANCE IS CONSIDERED TO BE FINAL APPROVAL BY
THE IRC, BOARD OF COUNTY COMMISSIONERS-)
21. ALL CHANGES SHALL BE APPROVED IN WRITING BY INDIAN RIVER COUNTY AND
THE ENGINEER OF RECORD.
CHANGED N SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA
23. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES SUCH AS
TURBIDITY BARRIERS, SYNTHETIC BALES AND FLOATING SILT BARRIERS WHERE
NECESSARY TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL WATER QUALITY
STANDARDS.
24. CONTRACTORTO INCLUDE ALL CONSTRUCTION SURVEY STAKE-Wr. A"UiLTS
AND SOILS I COMPACTION TESTING IN BID.
FOEP SPECIAL CONDMNS-
1. CONTRACTOR SHALL DECONTAMINATE ALL EQUIPMENT BEFORE ENTERING OR LEAVING
THE PROJECT AREA TO ENSURE THAT NO PROPAGATES OR REPRODUCTIVE MATERIAL
IS TRANSPORTED BETWEEN TREATMENT SITES OR MANAGED AREAS.
2 IT SHALL BE THE RESPONSIBILITY OF THE ST. SEBASTIAN RIVER PRESERVE STATE PAR(
STAFF TO NSPECTALL EQUIPMENT PRIOR TO WORK COMMENCING ON THE FIRST DAY
AT THE PROJECT SITE, ON ANY OCCASION THAT THE EQUIPMENT LEAVES THE PROJECT
SRF, AND ANY TIME DURING THE COURSE OF THE CFEAATION ARRANGEMENTS FOR
INSPECTIONS MUST BE MADE N ADVANCE BY THE CONTRACTOR WITH PARK STAFF.
UNIDENTIFIEDAREAS OFCONTAMINP.TION
3. WHEN ENCOUNTERINGOR EXPOSING ANY ABNORMAL CONDITION INDICATING THE
PRESENCE OF A HAZARDOUS OR TOXIC WASTE, OR CONTAMINANTS, CEASE
OPERATIONS IMMEDIATELY N THE VICINITY AND NOTIFY THE INDIAN RIVER COUNTY LAP
ENGINEER. THE PRESENCE OF TANKS OR BARRELS DISCOLORED EARTH, METAL,
WOOD, GROUND WATER, ETC.; VISIBLE FUMES; ABNORMAL ODORS; EXCESSIVELY HOT
EARTH: SMOKE; OR OTHER CONDITIONS THAT APPEAR ABNORMAL MAY INDICATE
HAZARDOUS OR TOXIC WASTES OR CONTAMINANTS AND MUST BE TREATED WITH
EXTREMECAUTION.
4. MANE EVERY EFFORT TO MINIMIZE THE SPREAD OF CONTAMINATION INTO
UNCONTAMINATED AREAS. IMMEDIATELY PROVIDE FOR THE HEALTH AND SAFETY OF
ALL WORKERS AT THE JOB SITE AND MAKE PROVISIONS NECESSARY FOR THE HEALTH
AND SAFETY OF THE PUBUC THAT MAY BE EXPOSED TO ANY POTENTIALLY
HAZARDOUS CONDITIONS. PROVISIONS SHALL MEET ALL APPLICABLE LOCAL, STATE,
AND FEDERAL LAWS, RULES. REGULATIONS OR CODES COVERING HAZARDOUS
CONDITIONS AND WILL BE IN A MANNER COMMENSURATE WITH THE GRAVITY OF THE
CONDITIONS.
5. THE R'OLAN RIVER COUNTY LAP ENGINEER WILL COORDINATE AND MOBILIZE A
QUALIFIED CONTAMINATION ASSESSMENTNEMEDIATION (CAR.) CONTRACTOR.
QUALIFICATIONS OF SUCH CAR CONTRACTOR SHALL INCLUDE, BUT NOT BE
LIMITED TO: EXPERIENCE AND PERSONNEL TO PREPARE CONTAMINATION
ASSESSMENT PIANS, CONDUCT CONTAMINATION ASSESSMENTS, PREPARE SITE
ASSESSMENT REPORTS, REMEDIATION PLANS, NPLEMENT REMEO WL ACTION PLANS,
RISK BASED CORRECTIVE ACTIONS, STORAGE TANKS SYSTEM REMOVAL, HIGHWAY
SPILL RESPONSE AS WELL AS EXPERIENCE WITH INFRASTRUCTUREfCONSTRLcnoN
AOTMTIES WITHIN (POTENTIALLY) CONTAMINATED AREAS SPECIFIC TO
TRANSPORTATION SYSTEMS.
6. ALL THE WORK PERFORMED BY THE CAR CONTRACTOR SHALL BE PERFORMED IN
COMPLIANCE NTH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS
RN
GOVEING WORKER SAFETY AND ENVIRONMENTAL REGULATIONS. THIS IS TO
INCLUDE OCCUPATIONAL EXPOSURE TD CONTAMINATED SOILS, GROUNDWATER,
WASTES ANDATMOSPHERE DURING THE CONSTRUCTION OFALL FEATURES INCLUDED
IN THE CONSTRUCTION PLANS. IN ADDITION, THE CAR CONTRACTOR MUST BE
STAFFED WITH FLORIDA LICENSED TECHNICAL PROFESSION/LLS (GEOLOGISTS AND
ENGINEERS) WHO WILL BE INVOLVED WITH THE PROJECT AND KNOWLEDGEABLE OF
THE WORKACTVITIES CONDUCTED WITHIN THE IDENTIFIED CONTAMINATED AREAS
AND W HO WOULD SIGN AND SEAL PROJECT REPORTS AS REQUIRED FOR SUBMITTAL TO
THE APPROPRIATE ENVIRONMENTAL REGULATORY AGENCIES.
7. THE INDIAN RIVER COUNTY LAP ENGINEER WILL IMMEDIATELY NOTIFY THE FLORIDA
DEPARTMENT OF TRANSPORTATION (FOOT) DISTRICT N CONTAMINATION IMPACT
COORDINATOR (DCIC) AT (964) 7774268 AFTER ENCOUNTERING THE UNIDENTIFIED
AREAS OF CONTAMINATION PREUMINARY INVESTIGATION BY THE CAR. CONTRACTOR
WILL DE, ERMNE THE COURSE OF AGTIO14 NECESSARY FOR SITE SECURTYAND THE
STEPS NECESSARY UNDER APPLICABLE LAWS, RULES, AND REGULATIONS FOR
ADDITIONAL ASSESSMENT AND/OR REMEDIATION WORK TO RESOLVE THE
CONTAMINATION ISSUE.
B. FOLLOWING COMPLETION OF THE PROJECT, THE CAR. CONTRACTOR SHN.L BE
REQUIRED TO PROVIDE COPIES OF ALL REPORTS SUBMITTED TO REGULATORY
AGENCIES. WASTE MATERIAL PROFILES MANFEBTB ANDIOR DISPOSAL RECEIPTS FOR
THE HANDLING OF ALL CONTAMINATED MEDIA INCLUDING BUT NOT LIMITED TPD GROUND
WATER WASTE WATER, SOILS, SOLID WASTES, SLUDGE, HAZARDOUS WASTES, AIR
MONITORING RECORDS AND SAMPLE RESULTS FOR ALL MATERIALS TESTED AND
ANALYZED TOTHE INDIAN RIVER COUNTY LAP ENGINEER AND THE FOOT DCIC.
�MBY
1835 MOTH STREET
VENO MOTH TFL RJ2D66
PH. (772) 6694=6 HISTORIC TRANS -FLORIDA RAIL
L6Alll FX. 1772) 7763817
ENGINEERING, INC TRAIL EXTENSION
111V.�WEf W.WVM•NlOCup MBA6LIIKFI-FM/FAS/}In0
aP10 �O+wamolwNaww G�vA .�Cln.nIPT41lW>d i INDIPII RIVER (X%KNTY
9. THIS PROJECT DOES NOTANTICIPATE THE USE OF ANY TEMPORARY FILLS. SHOULD
THE CONTRACTOR NEED TO UTILIZE TEMPORARY FILL DURING THE CONSTRUCTION
PHASE. THESE FILLS SHALL BE RFJMOVED UPON COMPLETION AND THE AREA
RESTORED TO PRE -CONSTRUCTION CONDIT10148 PURSUANT NT TO F.A.C_ 62.73.217.
INVA ESPECFS YANAOENE3JT:OECOIRAABNAIN)N GUIDELINE'S FOR EQUIPMENT AND WE
PRELIM14N2Y STATEMENT EXAMPLES:
i. THE CONTRACTOR SHALL REQUIRE ALL PERSONNEL TO PRACTICE PROPER SANITATION
PROCEDURES FOR ALL EQUIPMENT QNCLUDING PERSONAL PROTECTIVE GEAR) TO AVOID
UNNEECESSARY SPREADING OF INVASIVE AND EXOTIC PEST PLAN SPECIES WITHIN AND
FROM THE TREATMENT SITE.
2. CONTRACTORS WORKING ON INVASIVE EXOTIC REMOVAL PROJECTS MUST ADHERE TO THE
FOLLOWING PROTOCOL:
A. MANDATORY DECONTAMINATION PROTOCOLS MUST BE FOLLOWED FOR VEHICLES
AND EQUIPMENT PRIOR TO ENTERING INDIAN RIVER COUNTY FROM OUTSIDE OF THE
COUNTY
B. WHEN MOVING EQUIPMENT FROM SIT TO SITE VVTDHN INDIAN RIVER COUNTY,
DECONTAMINATION REQUIREMENTS WILL BE AT THE DISCRETION OF THE PROJECT
MANAGER AND WILL BE DEPENDANT UPON THE EXOTIC SPECIES THAT WERE
TREATED AT THE PREVIOUS SITE. AND ON THE NATURE OF THE TREATMENT SITES.
C. IF DECONTAMINATION IS REQUIRED BY THE PROJECT MANAGER THEN THE
CONTRACTOR MUST UIELTZE A DESIGNATED DECONTANINATTON SITE WIn-mN IND IAN
RIVER COUNTY. THE PROJECT MANAGER SHALL SUPPLY THE CONTRACTOR WITH A
LIST OF DESIGNATED DECONTAMINATION SITES [THESE MAY INCLUDE COUNTY
TRANSFER STATIONS AMD DOT STORAGE SITES).
3. PRIOR TO THE COMMFNCEMENT OF AN INVASIVE PLAN REMOVAL PROJECT, THE SITE
MANAGER SHALL ADDRESS THE NECESSITY FOR A DECONTAMINATION PLAN. IF THE
PROJECT MANAGER REQUIRES PLAN THEN THE CONTRACTOR SHALL SUBMIT ABRIEF
DECONTAMINATION PLAN IN WRITING, TO THE PROJECT MANAGER FOR APPROVAL, THE
DECONTAMINATION PLAN SHALL IDENTIFY SPECIFIC DECONTAMINATION PROCEDURES AND
DECONTANINATION LOCATIONS. DECONTAMINATION PROTOCOLS MAY VARY DEPENDING
UPON THE NATURE OF THE TREATMENT SITE, TYPE OF TREATMENT CONDUCTED AT THE
SITE, AND EXOTIC SPECIES THAT ARE SCHEDULED FOR TREATMENT.
A IT WILL BE THE RESPONSIBILITY OF THE SITE MANAGER TO INSPCT ALL EQUIPMENT
PRIOR TO WORK COMMENCING ON THE FIRST DAY AT THE PROJECT SITE, ON ANY
OCCASION THAT THE EOLAPMENT LEAVES THE PROJECT SITE, AND ANY TIME DURING
THE COURSE OF THE CONTROL OPERATION.
B. FAILURE TO COMPLY WITH THE DECONTAMINATION PROTOCOLS CONSTRUITSA
REASON FOR CONTRACT CANCELLATION AND DISMISSAL OF THE CONTRACTOR.
PROTOCOL EXAMPLES:
1. ALL EQUIPMENT INCLUDING BUT NOT LIMITED TO VEHICLES, TRAILER, ATV'S, AND CHIPPERS
MUST BE CLEANED WITH A PRESSURE WASHER (AT AFACLIIY APPROVED BY THE
MANAGING AGENCY'S PROJECT MANAGER). DECONTAMINATION PROTOCOLS INCLUDE
SPRAYING DOWN ALL EQUIPMENT SURFACES INCLUDING THE UNDERCARRIAGE AND TIRES
TO INSURE MUD, VEGETATIVE DEBRIS AND OTHER DEBRIS N NOT TRANSPORTED FROM THE
PREVIOUS TREATMENT SITE SPECIAL ATTENTION WILL BE PAID TO EQUIPMENT THAT HAS
WORKED AT SITE WHERE LYGOIMITA COGAN GRASS AND OTHER EXOTICS SPECIFIC TO THE
MAINLAND WERE TREATED TO PREVENT THE SPREAD OF THESE INTO MONRDE COUNTY.
A EQUIPMENT SUCH AS CHAIN SAWS, LOPPERS, ETC. USED FOR CUT STUMP
TREATMENT MUST BE WIPED DOWN AND CLEANED SO THAT THEY ARE FREE OF
DEBRIS.
2. ALL EQUIPMENT INCLUDING BUT NOT UNITED TO VEHICLES, TRAILER, ANS, AND
CHIPPERS MUST BE CLEANED WITH A PRESSURE WASHER TO REDUCE THE SPREAD THE
SPREAD OF EXOTIC VEGETATION PRIOR TO INITIATING WOR(ACTIVI IES ON PUBLIC
LANDS. DECONTAMINATION PROTOCOLS INCLUDE SPRAYING DOWN ALL EQUIPMENT
SURFACES INCLUDING THE UNDERCARRIAGE AND TIRES TO INSURE MLID, VEGETATIVE
DEBRIS AND OTTER DEBRIS IN NOT TRANSPORTED FROM THE PREVIOUS TREATMENT
SITE. ALL HAND-Ha0 EQUIPMENT SUCH AS CHAIN SAWS, LOPPERS, ETC. TO BE USED
FOR TREATMENT ACTIVITIES MUST BE WIPED DOWN AND CLEANED SO THAT THEY ARE
FREE OF OEERL4.
A IN AREAS OF KNOWN LYGOD IM POPULATIONS, CONCERTED EFFORT WILL BE MADE
TO REMOVE SPORES FROM CATHING AND BOOTS BY USE OF COMPRESSED AIR ON
GARMENTS AND CLEANING BOOT LUGS PRIOR TO LEAVING THE TREATMENT SITE.
3 QUARANTINEEQUIPMENT ATASTAGING ARENAND SPRAY EQUIPMENT THOROUGHLY,
INCLUDING THE UNDERCARRIAGE AND TIRES,
US F)§H /y�0 YYIj�IJFI; SERVICE SPECIAL CON67RNTI04 NOTES:
1. ALL CONSTRUCTION AND PAVING ACTIVITIES WILL OCCUR OUTSIDE OF THE FLORIDA
SCRUB -JAY NESTING SEASON FROM JULY ISM TO FEBRUARY 15TH.
Z STORAGE OF MATERIALS AND EQUIPMENT ASSOCIATED WITH THE PROJECT WILL NOT
OCCUR IN NEAR SUITABLE HABITAT FOR THE FLORIDA SCRUB -.NY AND WILL BE UMITED
TO DISTURBED AREAS TO HAVE THE GREATEST EXTENT PRACTICABLE,
FLORIDA
GENERAL NOTES AND
SPECIAL CONDITIONS
C9
Ma)dForce' Collapsible Ballard
Standard B*, Wrarb Opmt4 Standard St* I mud, sinoe Base
fNrmetlarul A. C.* 0Fq 503
m
b, �N ft
X'j.
dZ(l 31V
W ..Vl &* I.;dd 1. the W
c SIDEWALK OR °'tea' *_ o� 0� a mqueR
Fkhh mo_ -ya" (" .01% m the end dine mind mtdaj
GROUND � � (Fc)
PVA%W CXW Nth myZ1w pm.
0 "m dp gg� (G)
40
Poo
Q _w.
wcSw-6S1_S
COLLAPSIBLE BOLLARD
N.T.S.
SCRUB JAY SIGN GRAPHIC GENERAL NOTES
1. SIGN GRAPHIC AND PANEL TO BE DEVELOPED BY IRC AND INSTALLED BY
CONTRACTOR.
2. THE SIGN SHALL BE PLACED A MINIMUM OF 3' FROM THE EDGE OF THE TRAIL
SURFACE OR WHERE DESIGNATED BY PARK STAFF
SCRUB JAY SIGN DETAIL
la=33 OTH BTREET
aiws VERO 11 ACH. FIL 3"00
rw.Mm m PH. 2) 569-o036 HISTORIC TRANS -FLORIDA RAIL
FX. (772) 778-W17 SITE SIGNAGE AND DETAILS
j!jG1hLEE.RI1S1!LC_ TRAIL EXTENSION
ILMam
-
clo
djn alas o-aont 11
.... ...... ..
0
3'.6 31f
tin R4N
1Z -0x 2'x 2' 12 GAUGE
HOT DIPPED GALY.
QUARE POST
rzerusa
W ..Vl &* I.;dd 1. the W
c SIDEWALK OR °'tea' *_ o� 0� a mqueR
Fkhh mo_ -ya" (" .01% m the end dine mind mtdaj
GROUND � � (Fc)
PVA%W CXW Nth myZ1w pm.
0 "m dp gg� (G)
40
Poo
Q _w.
wcSw-6S1_S
COLLAPSIBLE BOLLARD
N.T.S.
SCRUB JAY SIGN GRAPHIC GENERAL NOTES
1. SIGN GRAPHIC AND PANEL TO BE DEVELOPED BY IRC AND INSTALLED BY
CONTRACTOR.
2. THE SIGN SHALL BE PLACED A MINIMUM OF 3' FROM THE EDGE OF THE TRAIL
SURFACE OR WHERE DESIGNATED BY PARK STAFF
SCRUB JAY SIGN DETAIL
la=33 OTH BTREET
aiws VERO 11 ACH. FIL 3"00
rw.Mm m PH. 2) 569-o036 HISTORIC TRANS -FLORIDA RAIL
FX. (772) 778-W17 SITE SIGNAGE AND DETAILS
j!jG1hLEE.RI1S1!LC_ TRAIL EXTENSION
ILMam
-
clo
STA. 66+00.00
TRAIL PLAN N GRAPHICSCALE
SCALE: 1' = 60'
0 (W FEET) 60
1 inch = 60 R
1Fy� �� •*
1,r�0
�vs7 �..: SSAi7l:-���Y': �. 1J.; E....K ,s.,+( �• , i-i:l•-na7t�,ry T�.�. V
LEGEND
.: PROPOSED PAVED TRAIL
EXISTING VACATED 100' RWI LINE
— — — — — — — PROPOSED 6V TRAIL EASEMENT
EM BV
V1606 YOTH 8T-0 EACH, FL__
0 32G6
PN. (TT?) 666 wHISTORIC TRANS -FLORIDA RALL
F%.(773)716-]611
ENGINEERING, INC _ TRAIL EXTENSION
Yowgltp „YIIrRN�Iifd.MH.A ^'+0.•oH6i111A>HO
Caairwc anNiM: 4»ra� nR9SLn-nr( 4_ N6LW RNER COIWTY
SITE PLAN WITH AERIAL OVERLAY
C11
orr� 21-0]n
It
Y ti,
STA. 66+00.00
TRAIL PLAN N GRAPHICSCALE
SCALE: 1' = 60'
0 (W FEET) 60
1 inch = 60 R
1Fy� �� •*
1,r�0
�vs7 �..: SSAi7l:-���Y': �. 1J.; E....K ,s.,+( �• , i-i:l•-na7t�,ry T�.�. V
LEGEND
.: PROPOSED PAVED TRAIL
EXISTING VACATED 100' RWI LINE
— — — — — — — PROPOSED 6V TRAIL EASEMENT
EM BV
V1606 YOTH 8T-0 EACH, FL__
0 32G6
PN. (TT?) 666 wHISTORIC TRANS -FLORIDA RALL
F%.(773)716-]611
ENGINEERING, INC _ TRAIL EXTENSION
Yowgltp „YIIrRN�Iifd.MH.A ^'+0.•oH6i111A>HO
Caairwc anNiM: 4»ra� nR9SLn-nr( 4_ N6LW RNER COIWTY
SITE PLAN WITH AERIAL OVERLAY
C11
orr� 21-0]n
TRAIL PLAN LEGEND
N GRAPHIC SCALE
SCALE: 1-=6D' :..... ............... PROPOSED PAVED TRAIL
0 ()N FEET] 00
7 Inch = BO (L
— — — — EXISTIM VACATED 1 DD' RMI LME
®BV 1si320TM STREET 99tr
VERO BGACM, FL 229!0
►H. 4772) 599-ODW HISTORIC TRANS -FLORIDA RAIL
ENGINEERING, INC FX- (172)'78-2et7 TRAIL EXTENSION SITE PLAN WITH AERIAL OVERLAY C12
YOI�OtlE{YIIW.M{WOCwW VQ9011WE.0..IHI>21)Ell{9
{OAYL� fwG{p{YW GtP]{ .M91RR-NIpm-0 BIDMRWMCO1NTY ._
TRAIL PLAN N GRAPHIC SCALE LEGEND
SCALE: t' -W 0 — 60 PROPOSED PAVED TRAIL
IN FEET) CC��JJ
7 YICI : 60 t — — EXISTING VACATED 100' RAN LIFE
��� 188320TH STREET
VENO BEACH, FL ET
PH. (772) see -a033 HISTORIC TRANS -FLORIDA RAIL
ENGINEERING, INC FX. (772) 77817 TRAIL EXTENSION
•0Ne0WlEl MIMIQME/�YOL llF� NOVIPE.R.-.M n�O
021ML1NOBIi4EAq pNb R.RufAR-RI (Ifi Wp]6! INOIlW RNER COlA1TY
SITE PIAN wrtH AERIAL OVERLAY I I C-1 3
FLOROA' �—
LEGEND
TRAIL PLAN N GRAPHIC SCALE i PROPOSEDPAVED TRAIL
SCALE. 1' =60' p c so -- — — EXISTING VACATED 100' RNV LINE
(IN FEET) EXISTING CITY OF FELLSMERE 100'7RAIL EASEMENT
Cinch - QO fl
— — — PROPOSED MY TRAIL EASEI.AEN 1
®MSV 163320TH STREET
vERO BEACH, FL 32880
PH. m2) 660-0033 HISTORIC TRANS -FLORIDA RAIL
ENGINEERING. INC FX. Int) 776 017 TRAIL EXTENSION
�IlW �R10.Y N1YWW11�N�OCNR� ^R -I m)>e}—
CCNuIntiBliitlYq GVA cT, neCLR-Mpnl�ame IDWl RMEi CO1MfY
FLORDA
SITE PLAN WITH AERIAL OVERLAY I C14
TRAM PLAN N GRAPHIC SCALE
SCALE: V = 61Y 0 60
STA141N5.04 (y4 FEET)
1 IOd1 = 60 H. -OUSTING CIN OF FELLSMERE 100' TRAIL EASEMENT
LEGEND
...................
PROPOSED PAVED TRAIL
�MBV, 2CTH g,ReIT .�,
VPRO BEACH. PL 3]940
PH. fnsl e69 -0o35 HISTORIC TRANS -FLORIDA RAIL
ENGINEERING, INC Px. (s12) 16-36,> TRAIL EXTENSION SITE PLAN WITH AERIAL ERLAY
OVC15
YOM 9Owlli huMIJM�Nmlltl M9i9�Yi,0.-M f9O>s�fl0
CO�cufKcw4YEFMw: GI]1y R.nuRw.sHPly�0am6 M—WER (.'Ol1Ntt FIORIOA __
NOTES:
1. SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO
MAXIMIZE PONDING
EFFICIENCY.
L INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN
NECESSARY. p" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT
WILL NOT CONTRIBUTE
SEDIMENT OFFSITE AND CAN
BE PERMANENTLY STABILIZED.
EXTRA STRENGTH FILTER STEEL OR
MINIMUM STANDARDS
FABRIC NEEDED WITHOUT WIRE WOOD POST ---_.
MESH SUPPORT
1. SEDIMENT BARN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED ASA
FIRST STEP IN ANY LAID -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DMIUF41-ME TAKES PLACE.
ATTACH FILTER FABRIC�.����- ��
SECURELY TO UPSTRFAm SIDE' -
L ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCRON AND BE CONSTRUCTED PRIOR TO ANY
GRADING OR DISTURBANCE OF
OF POST —. '
EXISTING SURFACE MATERIAL ON BALANCE OFSTE. PERIMETER SEDNENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT
SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
PERMANENT OR TEMPORARY SOI STABILIZATION SHALLBEAPPLIEDTO DENUDED AREASWITMN SEVEN DAYSAFTER FINAL GRADE IS REACHED ON ANY
�L.�t--• !
PORTION OF THE SITE. TEMPORARY SOL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT
\
WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR
MORE THAN ONE YEAR
'•,`- T',
DURING CONSTRUCTION OF THE PROJECT. SOL STOCKPLES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENTTRAPPING MEASURES. THE APPLICANT IS
T�i!r
RESFONSIBLEFOR THE TEMPORARY PROTECTION AND PERMANENT STABLIZATIONOFALL SOL STOCKPILESON SITE ASWELLAS BOIL INTENTIONALLY
_•�i
:. >•-^'+' ' TO' MAOOIMUM SPACING WITH WIRE
TRANSPORTED FROM THE PROJECT SITE
• SUPPORT FENCE, 6 MAXIMUM
SPACING WITFpITT WIRE SUPPORT
S A PEiMANENTVEGETATNE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NDTOTFERWISE PEAMANENRY STABLQ87. PERMANENT VEGETATION
FENCE
SHALL NOT BE C(NSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT. IN THE OPINION OF THE REVIEWER, IS UNIFORM, NATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
- STEEL OR WOOD POST -
w HIGH MAX.
PONDING HEIGHT
FLOW
M Pt
- 4•X@` TRENCH WITH
COMPACTED RAMFILL
TRENCH DETAIL
-PONDING HEIGHT
FLOW
t.
1: a
, �W MIN. DRAW ROCK
INSTALLATION WITHOUT
TYPE IV SILT FENCE TRENCHING
-- NMTMS.
EROSION AND SEDIMENTATION CONTROL NOTES
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIONIFIGIR AMOUNTS OF POLLUTANTS
WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE
WATERS IS SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT VMHI)H REACH WATER
BODIES OF FLOOD PANS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL. AND
CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE
INYMAULIC CAPACITY OF WATER BODIES OF FLOOD PLANS, REDUCE THE DESIGN CAPACITY OF
CULVERTS AND OTHER WORKS, AND ELDMNATE BEHTFfC riVERTEBRATES MD FISH SPAWNING
SUBSTRATES BY SILTATION, EXCESSIVE SUSPENDED SEDIMENTS REDUCE UC9T PEETRATIONAND
THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
ao ®��� 1�i B IOTA STREET
' VCTw BEACH. L'L J398D
d+N PH. (772),889-0835
ENNOALAA
P,1N pTp,yR FX. (1-) 178-3817
EERlNGI,INuC
GINvuArVeA.uoou�uansn-AMLII+I RASMew
vEn4mnMcllBDwToec.w, .—. o�mva M:rA� +mmeR wran.oeroaee~a .wma n-..MPm.wAom
B. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE
CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TOACCOMMODATE THE ANTICIPATED SEDIMENT LOADING
FROM THE LANDOISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCURT THE TOTAL DRAINAGE AREA ROWING THROUGH
THE DISTURBED AREA TO BE SERVED BY THE BASIN.
Q AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED
IMMEDIATELY.
A. CONCENTRATED RUNOFF SHALL NOT ROW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY CIO PERMANENT CW MEL
FLUME OR SLOPE DRAM STRUCTURE
1 Q WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
II 11, SEDIMENT WILL BE PREVENTED FROM ENTERNO ANYSTORM DRAIN SYSTEM,DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE
DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDWENT•LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITH CUT FIRST SENG
FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
12 BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE CUTLET PROTECTION AND ANY
REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND REEVING CHANNEL,
13. WHEN WORK INA LINE WATERCOURSE IS PERFORMED,
PRECAUTIONS SHALL LGE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILUZE THE WOW AREA TO THE GREATEST EXTENT
POSSIBLE DURING CONSTRUCTION. NONERODBLE MATERIAL SHALL BE USED FOR THE CONSDRUCTIONOF CAUSEWAYS AND COFFERDAMS EARTHEN FILL WAY
BE USED FOR THESE STRUCTURES IFARMORF.D BY NONEROOIBLE COVERMATERIALS.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICI.ES,ATE MPORARY STREAM CROSSING CONSTRUCTED OF NONEROOBLE
MATERIAL SHALLBE PROVIDED.
18. THE BED AND BANKS OF A WATERCOURSE SWILL BE STABILIZED IMMEDIATELY AFTER WORK N THE WATERCOURSE IS COMPLETED.
1B. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRLICTURESMUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCONPU5HED.
THE DEVELOPER OWNER MDAOR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL
MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC MADE, PROVISIONS SHALL BE MADE TO MINIMAE THE TRANSPORT OF
SFOIMENTSY TRACIOMG ONTO THE PAVED SURFACE, WHERE SEDIMENT 5 TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE
ROAD SMALL BE GLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLYAFTER SEDIMENT IS REMOVED N THIS MANNBt THIS
PROVISION SHALLAPPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND-0OWIURBING ACTIVITIES.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
TEMPORARY MEASURES ARE NO LONGER NEEDED, N TME OPIMON OF THE REVEWER DISTURBED SOILAREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZE] TO PREVENT FURTHER EROSION AND SEDIMENTATION.
19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION ANO EROSION.
20. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS N INDEX NOS, IDH AND 1050E FOOT ROADWAY AND TRAFFIC DESIGN
STANDARDS.
21. THE REVIEWER MAY APPROVE MODIRGATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TOSITE SPECIFIC CONDITIONS.
HISTORIC TRANS -FLORIDA RAIL
TRAIL EXTENSION
VOXATI COVER COUNTY
FLORIDA
EROSION CONTROL DETAILS
C16
GII'GIIv!♦lil! EXSION LE(LND - __ ■ -� -- _ -
►]6116 1
31ii4WMP1Ym1M3 MDR 1NMelll.15 f1O11M p/ alL3l WN.ND MTh® � '
1 ___ - lYTS OfewsfiN!" �. RRIALRNLlO�D..IAE E1a1Dp a wnwuq fe'Ma
�,�REMDYe Et - N1{ISID9NµNRD PMN - -. . m1TCAtP. 41 WLMNRX�SL VE1gEy —_
x ,E=. o to BE RL']�OYED" - exnnNQ - - 'TKA—� '1Nn P) wr�Mloo WExure6.Torm ' ' �WaMIN
R ale
PA11IT! (7 • A.1lpp nlx I '
PATHlDe6
NETlwwov
.-: _ _ � � MIfLYW _ - _ - •MTI TO i� � I 1 - -
��
W i a�lf FEt.v =c cnr --lz, Nz` f. L�..k _-•. - u'e - -'- 1i�-.'. i; •� y �I'-. -
2 :7
� I � +
cl
• S uieroM - •— _
pFMP� _ d
. � �t � � � I GAS � ..- i - �. Lu
2
'r P - - - - - - - iLeR»n- - - - - - - - - 1 . DB7mamm 1 .$ -_• -
.{I y
em,== _
! I!�_lO�ROWwen arr ac seu '� O - �.rwFrLAMD=lrle(T+w) - - 1 / emn.e ItRxa_. II
I''' � 11� mru�ils wmr.Ln. iwcamo-,� 1—••• �
,.�i. EXISTING TRAILTa
GRAPHIC SCALE TRAN6 COMPANI�
STA. 126+93.3 - 133+50 AN 0 soI PERo.R.e 26e.1G gee I
MUSTING TRAIL SCALE:1'=5O' L'
1 inchh = 50 50 ft.
STA. 68+40.42 - - -- - -- -
N
SCALE: 1' - 50' LEGEND
GRAPHIC SCALEMOTE: - - - -- EXISTINO MILLINGS TRAIL
TO BE REMOVED
s CONTRACTOR TO INSTALL SILT FENCE AROUND EXIS7TNG
(m FEET) TREES AS NEEDED TO AVOID CONFLICTS. TO AVgO WETLAND EXISTING WETLAND
T inch_ so ftIMPACTS, CONTRACTOR TO LOCATE SILT FENCE ON TRAIL-
SIDE OF TREE EXCEPT IN THOSE LOCATIONS WHERE SILT - - —-— - EXISTING WETUWD BOUNDARY
FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE-------------- . _ WETLAND BUFFER
WITHOUT IMPACT TO THE WETLAND AREA OR TREE. O PROPOSED SILT FENCE
-- — — EXISTING VACATED IOU' RM! LINE
EXISTING FELLSMERE IOC' TRAIL EASEMENT
PROPOSED OO'TRALEASEMENT
$B7,4m�� HeomnDL Twa.nnlw
. - - �rnsL� asm®mamomol:
]PMt6Ri 93lY, W 1®
li OAC L6iay�g PpefY1G _ --� i �� /
_-_-iOY--- 91NY.DOf - QTFFII� KVAOICY.El1IH0 nT. [- NTB Rcu' - _
AES
WETLA _A-7
• - --- r.1rL.+.- u� :TA ,'--= t""r.,-...'-tF� —o_ -tl $ ti, 1uw
7 ATM mecl i!• 1n
c .
NOTE'A' TREE GROUP 'NOTE A' - - --T—,-r�t'�a.6i" - {{(.. �.:��� :, rils•-^—.-,.J'
IMM PALMS 107ALAT . . . . . - rrLKmvji L -- ►
117 MAPLE, IV MAPLE) WENAND•O• _ - .v--•�..� �..
xler.odD) _ - QACRIO - _ - _ J,• �•- �r a. .I
rTn1a /
C.-
0 O L, MIN 6D Fr)I
]' EXISTING TRAIL
STA. 133+50 - 141+15.04 GRAPHIC SCALE I
N
SCALE: 1'=50' B (® Lwr°IisNOrrl `�v i
- — T Inch = 50 ft. `
],alMBV - - - - - - -
1RS6 20TH SFI_ 32 M.n
VERO [LEACH, FL 32BBD
PH. (7M) 60R-DOJ6 HISTORIC TRANS-FLORIDA RAIL
Dec IX. (tt2) nasel7
ENGINEERING,ING DEMOLITION PLAN
TRAIL EXTENSION C17
=.':�__ 'a NwwNra LaMly awfoocrlu rcuouiae a.MPrllaHrlo
rwu+woraAnl.vcodl -d:>a f GGMI1Lmq[NDYFf1u.l GMRM R,PfACL0.-vwpmreaae MDAN RNER CGUNTv FLORM ]1gT1
j �FENE_0
xA.�' FENCE Axx,� 9 ^ �i �l ALL WORK SHALL BE COMPLETED FROM ANO
GATE
FBI9AFJiE JOIT7I ,SIP x'� C < LT__.__HIN THE EASEMENTS AND RgHT�F-WAYS
{ `TIL vru3�A.w �, .� d �y SJRWNOSnnF STATE �?X `-�� PER OAR 2 UNITS ` �
OFFLORDA
W. ? `1 NWWLJW Ap�nyyM``;\WMD AND THE STATE OF FLORIDA)
4 31,3846-0DDODA0004 1A o X
x 1 1lp1OAf8ARAlNRIAORO
S 3 I ! b Xs •�i+♦O UOTOR �' _. "\�- :;j+L_ _ fA7- PER�MPO YI! \ X4! 1 `� - X,ey ---- \ 1
D , 9 VENCLEB' 61GN % SNID25D13 `� \ _ - _ _ _ _ WETINlD V-1• ..'j 1 •� \ APPRDK WETLNO 1 I
'd' SIR�w�e'�� ° N-0.13 ACRES ` X n3+ xti wnLrg [req �`
(2)FSOPOSE0 _0a.(ezwla�.Alt•� �� �Y (S.BID80IT ���
% x'v Y CDUMB®lErxXLARD3, OF AN Ir Pls TREE •7 ' �`�- _' ` \� - — - ETLNmo RES
'.(, DETAR. BIEET CIO +20A [ELEW2A]P) 0 WiOPOSEO �� -' _ NEiIAND YS less \
\�,�.�.x'L•_ SRT FENCE x •\ �� �. Baa--___�I-'-�F- ,. Ii.010 EO FT) WETLAND•
[rvv�
1 * 1 T' --- � .x •\,\ �\1 ga PROPOST��WME 2t E NDER IDi
1 rt
--------
,7tr �p K STA -mm x!-.s�_o-._ - O _-_ X�
BEGIN PAVED TRAIL 21S 4 +
1 se
EX SIGNAGE TO RFJ"N +� F
a ti I OWE RILIPLSWALE.NATCN 7 ,� �• - _ % - - - '`. - _ _ - -- ---
R'4.}idle ! 1 ' I 6L ax / - -r PROPOSED
ry ��.-:
'x�Y WETT.AFm•T-i•�-F�Le` aLrra+cs --0'- u R+ ( n7
DIA7(SOFT) % �SSF
TAS `��•K"' •LAN $ STA ee•a3.e3 ) �-- --- e �Y i �>•� H�0.�ACRE9
F PROPOSEDNLPISRCP g 73D+
pyLg�EpAp�q xORTN330UTH WV.=230 x ---��_ I (10)811 liO FT) x WETUUID
WATGR 0110ADLONIT111OT �.. COLVERTCRosaMNo P1 FORFX x'� SJRWNDSTDIFSTATE �p [ %IrACI
FAEr BDONWIRY CANAL (n `=WALE =RAV LINE VACAlF1)TTOANS OF FLORIDA
XQa x X� i / 2dD+�8TA7N�TS3 .
Q `F3E(.IN PR06 T 1{6[)71-1-5A_i FLORXx1 CEWRAL RAILRQAD
DJ I 31�8.06�0000.500000001 A .ta \ �� 7 PROPQ9®1OLF24-RGP .__ I
1�O1NAL TRANS-FLCRIOA RAS- $W; 1RRyL PER O.Ra 1373. PG 2513 •��./ / NORTH6.SQJTH INV. =25A
'm STA. E8 -F00.00 CULVERT CROSSING 17 FOR
V RE-TINATIDN —n
'W
Ci
TRAIL PLAN
10 N GRAPHIC SCALE
SCALE: I'= 47
.�I
0 40
(INFEST)
1 inch = 40 ft.
4036 ---
38
'
3432
`-
LEGEND
O PROPOSED PAVED TRAIL
D EXISTINO WETLAND
PROPOSED WETLAND WIPACT
PROPOSED FILL
-' - - - - - - EXISTING WETLANE) BOUNDARY
-------------- WETLAND BUFFER
O O- PROPOSED SILT FENCE
—• - - EXISTING VACATE[) 1W RAW LINE
PROPOSED 60'TRAIL EASEMENT
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS, CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT WPACT TO THE WETLAND AREA OR TREE.
IDE
28_.. _ — _
24— --X
LT
.T_.
69+00 ®9+90 70H00 71+W 72+00 73+WNORZ.SCAM-1-• 4C
VERT. SCALE: r - 4'
EM@v36TREET
PL 33YeD
PH.(772) Sse-0035 HISTORIC TRANS -FLORIDA RAILPLAN AND PROFILE
pd6 FX. (772)-6-3817 OTRAIL EXTENSION
Fin=- pmyy� 'a'°D NOInDDwEsln+AxeAna AnwpVFa uaeounER.mlxU2am0
inlW llPH �NRy¢e IMIi a1� OOIa4a1wD�IRlON1 GIYL .PmxE. N-Px
PIANa0aD1 INOWI RIVER COINTY �Oya
32
i 30
-�-- — 24
-�22
1 74+00
C181
�8J7M'NDgpVLICATION _.
ALL WORK STALL BE COMPLETED FROM AND
x41 OFTHIN THE TME EASEMENTS AND R GKr_QF WAYS
rAREE AGENCIES (CRY OFF FELLSMERE,
+` x
SJRWMD AND THE STATE OF FLORIDA)
-
-.��i '\ — �o �RRtw unc vncnTEo rRnxs a�Rw�eo `T�n� ae
YETIA&ID'll' 1 x fLORIDA CC-NTRAL RNIJiO..$ P.LM MD. x
.77280 FTI - -, !F2&A TPRt6016.RdC. +M1 X� PER OR i7p� pp �A • g,20 BM025017
` SEf N&D'IR CaI.wTY TON'
IRG WITRAVERSEFr 21.1 _- a aO 81 TMESFACE OF AR 17
�_(rR� +,11 k DO
'p, ---�—.--. � xd�+ W P81PhT 37E X27
_ —., ��
A -------- �(TT•P') '�X�9 r�
W .; x 1 PPOPOSED-WOE ��x.��..='p4—O+
Z + .�. JXJo9 ASPHALT TRAL VX�>
ip4 tt- x • W
_ -
Q •751'*
�X4•,,�, -._- -•_- ..-- -A--------------
? -- --• -- — sT • xaTE-T --- ----- ---_---_-
um
,1 ,T 1+ROPo&m 9yX
- e F
O -- _- __
PPRDr
WFENCE +
_.`���� �' -� 1� X _— (TY% (f }62 S'2]fTl �� �� �� ihF �� �� �� � =P.)_ �9 _— _- —•
x � x x~ �•
7
2581-
x
6B +
S 70W LIdEVACATED
PLL3eAfZx1RAL=R'o D x� }71.7 SJR Of fLORa -- 4>r- X
P.M NO.
31J&0&400WS08Da= jo X~ 28.3-}
KRQR0.1323.P02S18 C
x;' x
LEGEND
TRAIL PLAN N GRAPH® PROPOSED PAVED TRAIL NOTE: -
SCALE' 1'= 4P 0 40CONTRACTOR TO INSTALL SILT FENCE AROUND EA"NO TREES AS NEEDED (IN FEET) - EXISTINGWETLAND TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS, CONTRACTOR TO
1 N1ch = 40 R. LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
-'-----•- EXISTING WETLAND BOUNDARY WHERE SILT FENCE AND CAN HE LOCATED ON THE BACKSDE CF TREE
---� ---------- WETLAND BUFFER WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
—o o PROPOSED SILT FENCE
EXISTING VACATED 100 RM LINE
40 -- _ PROPOSED BO TRAIL EASEMENT
30
—-- 1_-.---- I I �— - -- -- —40
—'
32- _ 1-- - _ - --'- - --- - -- - - _ _ 34
30 32
I
:�- -
7-f 20
21
i-- �'- - — .- -- --I -- - --i —I
22 - -_.
22
74+00
HDRz EauE:r- 4c
01) 76+00 T740 78+00 7940 80+00
VI1 r. SCALEr.4'
���� 1536 20TH STREET
VERO Se^C("2) FL 32880 HISTORIC TRANS -FLORIDA RAIL
PH. (112) &60-0033
ENGINEERIN INC- Fx. (112) 71& 3&17
Nn.6owlcs.u...wA• G' �.w. Ne1ea&mEa..Rmn�lelo TRAIL EXTENSION
06xWltwo Ngvewx6 U1a1p R.wNCRn.mv%+lE.smle PIDNN RWFR MuU
PLDwoA
PLAN AND PROFILE
x
Tml0T/
P.IA NQ,
h
m W
a
Nry1,
WETIMO PEP O.RB, i'bc PGTTR
�?o
�
ate-----._--
IWACT
xi
^-
x�4
I
/ I'P�
� RAY uNE VACATED TRANS 1
RORIOACEMPAL RNLPOAD.(J
•
-__ -� '--'---�-�'x ^� /
YIETINdI.O• �. --_
- PROPOSED �• ��y�.c ��
x'�
,4�.
_'•
_
��5330+_FTI
_
1S WIOE_
//
CUCVENfCR0A9N94 TO 4A+
-e�
o
xd�' �i
'@'
81PfYEb ANi.ID CATIDN�-%'b'+_
�? �'
x
-`
_`
w'�
_
ALL WORK SHALL BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RIGHf•OF•WAYS
OF THE THREE AGENCIES PTY OF FELLSMERE,
SIRWM D AND THE STATE OF FLORIDA)
SJR -bnRF STATE
OF ROAmA
Tml0T/
P.IA NQ,
SET L'C IALQ
iA SF J1-]6060000p.QQD.Op0p1.0
RCWNfT TRAVERSE PI•
WETIMO PEP O.RB, i'bc PGTTR
�?o
(ELEV-2L4i
IWACT
X
sLrlacE att}T�
a.T
•
-__ -� '--'---�-�'x ^� /
YIETINdI.O• �. --_
- PROPOSED �• ��y�.c ��
x'�
,4�.
4-039 ACRES
_
//�SLT FENCE � AppBpX.y��L,Wp �W
INrVyFTPROPOSED
��5330+_FTI
_
1S WIOE_
AA a
/ ABPNALT TML
TRAIL PLAN
N GRAPHIC SCALE
SCALE: 1 40' Wnselm�
0 (IN FEET) 40
1 inch = 40 It.
40
38
30
34- r-•-.. -__
30
28-._---=-- �- —
21
22
1
80+00
HORL SCALER" = 10
VERT. SCALE: I' - 4'
m
FLO WDA CENTRAL R4RROAD
NOTE:
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS, TO AVOID WETLAND IMPACTS, CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
LEG(-ENDD
D PROPOSED PAVED TRAIL
CDS EXISTING WETLAND
PROPOSED WETLAND IMPACT
- - -' • - - - EXISTING WETLAND BOUNDARY
-------------- WETLANDBUFFER
O p PROPOSED SILT FENCE
EXISTING VACATED IW RAN LINE
PR BO'TRAIL fJE11T
f 31
•� I ..._ -_ __�.. - I -F _
-- _.....-- - - --- 31
-30
-MQW CPA
���T( r 1eJu 30TM STREET
Y VFla BEACH, rL ET
PH. (772) BW -0035
ENGINEENNGON FX. ('n)
Iouswaeexumwa.eaaalTu NELeour+.�a.v»mu»sulo
NtaIL1110NNMVAp Gaga st. ntaYn-Pn Pnl�saeA
HISTOR
HISTORIC TRANS -FLORIDA RAL
TRAIL EXTENSION
INDIA"RIMCOINTY
(
FUDRIDII
85400
PLAN AND PROFILE
KEi
C20
Ef
"T
�armFosEv
- - -
sLrlacE att}T�
a.T
-__ -� '--'---�-�'x ^� /
_ _ _ •pq_ _
- NORTN ANp 901liH INV.. M74
_ "i°
:.
-
.�
- - �� �' ��
' •
��_
CULVERTCRa49N0%3 FOR
RE+ffORATIOiI Of NEnAND•
o
@S
X
�� �_ `-• �'0- _
_ `.
�? �'
x
-`
_`
w'�
_
VIETIANDYt +YET ��' �� �� •—,
�d
x�
6JRNMOl nRF STATE
FLrrF
NO.
X.g
P
243 SF�-�—_R1.312¢DF'f)
WETLAND•pP.1.0.
IMPACTx
��7+
KDBT ALREb APPROL WETIAIO
%lMTL11E(fYP)OF
JPER ORd Un PG
RW8 8 W LNE VACAITO
4-
TRAIL PLAN
N GRAPHIC SCALE
SCALE: 1 40' Wnselm�
0 (IN FEET) 40
1 inch = 40 It.
40
38
30
34- r-•-.. -__
30
28-._---=-- �- —
21
22
1
80+00
HORL SCALER" = 10
VERT. SCALE: I' - 4'
m
FLO WDA CENTRAL R4RROAD
NOTE:
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS, TO AVOID WETLAND IMPACTS, CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
LEG(-ENDD
D PROPOSED PAVED TRAIL
CDS EXISTING WETLAND
PROPOSED WETLAND IMPACT
- - -' • - - - EXISTING WETLAND BOUNDARY
-------------- WETLANDBUFFER
O p PROPOSED SILT FENCE
EXISTING VACATED IW RAN LINE
PR BO'TRAIL fJE11T
f 31
•� I ..._ -_ __�.. - I -F _
-- _.....-- - - --- 31
-30
-MQW CPA
���T( r 1eJu 30TM STREET
Y VFla BEACH, rL ET
PH. (772) BW -0035
ENGINEENNGON FX. ('n)
Iouswaeexumwa.eaaalTu NELeour+.�a.v»mu»sulo
NtaIL1110NNMVAp Gaga st. ntaYn-Pn Pnl�saeA
HISTOR
HISTORIC TRANS -FLORIDA RAL
TRAIL EXTENSION
INDIA"RIMCOINTY
(
FUDRIDII
85400
PLAN AND PROFILE
KEi
C20
TRAIL PLAN
N GRAPHIC SCALE
SCALE; r = as ® Nore:
(IN FEET I CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
? IIf1 = 40 W TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS. CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
40
38
38
34
32
30
28
28
24
22--
$
86+00
HORZ.SCALE7'= 40'
VERT. SCALE: v= 4'
ALL WORK SHALL BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RIGHT -CF -WAYS
OF THE THREE AGENCIES (CITY OF FELLSMERE.
SJRWMD AND THE STATE OF FLORIDA)
e A '
—T
1 .l
PROPOSED PAVED TRAL
o
t0 U,
SY3W4fD 4 TIRF STATE
OF FIORUDA
EXISTING WETLAND BOUNDARY
T
�?
O o
N RW UNE VACATED TRANS
FLORIDA C eM RA ROAD,()b
X
P.IJ) NO.
JI''1BU60000Pfi00PU0001.0
PER OAd 1] .P02"11
�9
ofX
PROPOSED BO' TRAIL EASEMENT
40
39
T.
;
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/!
+
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OM CAP•
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BLT F04CE
Ix
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X
31-3B0S40)00,a pppppTlll
PFR O.R.B. I=. PO 2BIB ,ffF
TRAIL PLAN
N GRAPHIC SCALE
SCALE; r = as ® Nore:
(IN FEET I CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
? IIf1 = 40 W TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS. CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
40
38
38
34
32
30
28
28
24
22--
$
86+00
HORZ.SCALE7'= 40'
VERT. SCALE: v= 4'
ALL WORK SHALL BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RIGHT -CF -WAYS
OF THE THREE AGENCIES (CITY OF FELLSMERE.
SJRWMD AND THE STATE OF FLORIDA)
LEGI'ENNDD
e A '
—T
1 .l
PROPOSED PAVED TRAL
o
t0 U,
O
EXISTING WETLAND BOUNDARY
'- -- --------
WETLAND BUFFER
O o
PROPOSED SILT FENCE
—• — — —
ofX
PROPOSED BO' TRAIL EASEMENT
40
39
T.
;
i I---
%xSLT
PPo7P08®
'
+
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,
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PROPOSED
—T �-�
28
X
SCRUB JAv
axkUDE Bff SFEET I
W
2
Oma_
CID R�TAL 9!-
�
S
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4
FIE
OM CAP•
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LEGI'ENNDD
e A '
—T
1 .l
PROPOSED PAVED TRAL
EXISTING WETLAND
EXISTING WETLAND BOUNDARY
'- -- --------
WETLAND BUFFER
O o
PROPOSED SILT FENCE
—• — — —
EXISTING VACATED TOP RIW LIFE
PROPOSED BO' TRAIL EASEMENT
40
39
T.
;
i I---
-- —...-- *---` -- 34
32
,
---'—
YLBMIVl11
MFt OF,
—T �-�
28
i I
24
22
91+00 92+00
18a63OTM STREET
VEFTo BEACH, FL 3�BaO =c�
cnsl aaeooaHISTORIC TRANS -FLORIDA RAIL1
G, INC Fx' TF's) ne-aa/ T TRAIL EXTENSION FLAN AND PROFILE
Y�LBUuaE R• IN CQ1Jm.1xP
G IJTAI^l .PPJYL Ft-RIpr-0.�lA{ YJpAfIPNEA COUNTY J
'1' A --\-- rwlRE —
SRLWNDtTIRFeTATE ITp'FP3L RAV lAIE m'P') -
m of FLORw \ AOREFYENf PEP O.Re. ]ems �' 1'0 °4� % ALL WORK SHALL BE COMPLETED FROM AND
�` P.La M. C Zpt a . PO61Eo pm l
]1-]easmaoapaop m on.R.1w.P0+t+ �. ^ \ WIMNTHEEASEMENTSAND RIBHT�FWAYS
I 1dq K W PER aRA 1304. PG me N RW UNE VACATEDTRANB \ u'. (CITY OF FELLSME.RE,
1TQ FPdL ww TDB OF THE THREE AGENCIES
FLORMCENFRALRAUgW EX POWER POLE k"_ T i AGREEMENTPER PA83B, `} + SIRWMD AND THE STATE OF R.ORIDA)
„� ��••--_ X aQ 0 C� PQ ]stt N00slm Pmt L q
A 1—le.t+� tll xfi 0 �.� E)c cuV O.R.e-1G. Pa w�
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ED
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KORIDACENTMLRAgpOAp 'c. P.LD.Na .ye - ]EA]�HEAW/HEA WTY TRAIL� , 1
TRAIL PLAN xP
3PER O.R.ILL tQ3, PG 1
pBp� Z , -;T ;TE -IT
1 xxyq x
N \ L6 ND
SCALE' 1- - 41)• GRAPHIC SCALE PROPOSED PAVED TRAIL ASPHALT
x`23
40 D (IN = 40 ti (1PROPOSED 2.5ASPHALTIC CONCRETE IN (2) LIFTS PROPOSED SEY4HEAVY DUTY ASPHALT
1 inch 40 .51 TYPE SP -12.5 STRUCTURAL COURSE (1ST LIFT) (---� PROPOSE(T) TYPE SP -9.6 FINISH COURSE (2ND LIFT D HEAVY DUTY ASPHALT PROPOSED 3.5•ASPHALTIC CONCRETE IN (2) LIFTS 1.---- —_�
_PROPOSED 1.5- SP -9.5 PROPOSED 9' (2•) TYPE 5P-125 STRUCTURAL COURSE (1ST LIFT r-� EXISTING WETLAND
SURFACE COURSE CEMENTED COOUINA 11.5-) TYPE SP -94 FINISH COURSE (2ND LIFT) - — -- - —.. — . _ EXISTING WETLAND BOUNDMY
PROPOSLTI6- BASE (PRIMED) FOOT PROPOSED IT ...__________.__ WETLAND BUFFER
CEMENTED COQUINA GROUP B (LBR 100) CEMENTED COQUINA O o PROPOSED SILT FENCE
BASE (LBR 100) (PRIMED) FDOT BASE (PRIMED) FOOT — — -- EXISTING VACATED 100' RAM LINE
GROUP 4 _ PROPOSED 12• TYPE B GROUP B (LBR 100) PROPOSED 6D TRAIL EASEMENT
SEMI -HEW DUTY STABILIZATION (LBR 40)
PROPOSED 12' TYPE B PROPOSED 12' TYPE B Q GTI{ GOPHER TORTOISE LOCATION
TYPICAL TRAIL STABILIZATK)N(LSR4p) TYPICAL TRAIL STRUCTURAL SECTION HEAVY DUTY STABLIZATION(LBR40) NOTE
STRUCTURAL SECTION STA- 98+08.70 TO STA. 96+34_9g TYPICAL TRAIL STRUCTURAL SECT7ION CONTRACTOR TO INSTALL SILT FENCE MOUND OWING TREES AS NEEDEI
STA. 96+66.72 TO STA. 96+96.02 STA. 96+34.99 TO STA. 96+66.72 TO A= TO AVOID WETLAND IMPACM CONTRACTOR To
N.T.S. LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
N.T.S. N.T.S. WHERE BLT FENCE AND CAN BE LOCATED ON THE BTREE
OF TR
40 WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
38 —_.--;—'--' ---_L—_�_—.. -----I---t— --- — _ _ i I ! SEMI -HEAVY/ HEAVY DUTY TRAIL SECTION i
38
36
3'
I r- -{ --- — -- -- I _ - — -
— — 1 _
34
--,— 7— --
20
I__•-_.�._ ; —' .. .—.-T _'__ _— ECffllOallld,� 1 I —'— -- --i — �^ •�— ---- i 3D
I � I --�-- 2B
— — r- —f Tr
--25
24
8Q+00
VERT. SCALE: T�—94+00— 95+00 I _ � BE'eO0 i I � f .__— •�—_'-- _. _ � 22
_ 97+00 92+00
� �� TeaB =DTH eTL 32 SXELT
VER . BEACH. - 35
_ PH. m:1 BeR ooas HISTORIC TRANS -FLORIDA RAIL
ENGINEERING,INC Fx' pn] rTRaslr PLAN AND PROFILE l A
LNG.. wMAM� w�.et•n.. wn:o,s1F TRAIL EXTENSION
wwLArNC drok Wxp a n.r�,x_PNIrTq+e�ppyp INDW/0.M:0. GOWiY RSA
a��� te36 30TH eTREET
VERO 20T. FL 9aRBO
1•w Lna) 5e0-0030 HISTORIC TRANS -FLORIDA RAIL
FK (v va)
7v"617ENGINEERINCING
_ TRAIL EXTENSION
LRlw POMOIvu.ePLVa♦ iS.L R•M R11131}1N0
G41e14TMBM�F{Ielp pWJt RPRXO, X -PN P>' -0N® INDIAN RIVFR COIRRY
PLAN AND PROFLE
C23
------- 1 _ + �. 7 I �HW-OAn�ACRE9 x
PROP06E➢
��Ta
}
All WORK SMALL � COMPLETED FROM AND
tmrLmmm
(7An sa cTl
y
71CNIN711 ClmiNa.
3 OTC70FCR
YVTT}MN THE EASEMENTS AND RK3HT-OF-WAYS
THE
t`AX a
r r G OiTAL
40
N - — - — - ----I
OF THREE AGENCIES (CITY OF FELLSMERE,
SJRWMD AND THE
- 40
— - — ---_
38
x
SRieYDt RTF
l
STATE OF FLORIDA)
i_
x
x'31
STATE
OF fiANOA
xV
—"—•tom_
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X
34
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_
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B. IM3. PG is7
//RARIM CEITPAL RAL G
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---
GRAPFAC SCALE
4
« +yX�w ��
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SCALE 1• - 4(T
•4
^� ------x9
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEED®
TO
pc
kr
fax a
�� r _�'z a
PROPOND
24
9
}
vyp-) t
Z-P-1
—L
103+00
104+00
VERT. SCALE: 1- = 4'
di�3p
11011211:
x
2
zi
.yy X
21k f I 1 77,Q
a��� te36 30TH eTREET
VERO 20T. FL 9aRBO
1•w Lna) 5e0-0030 HISTORIC TRANS -FLORIDA RAIL
FK (v va)
7v"617ENGINEERINCING
_ TRAIL EXTENSION
LRlw POMOIvu.ePLVa♦ iS.L R•M R11131}1N0
G41e14TMBM�F{Ielp pWJt RPRXO, X -PN P>' -0N® INDIAN RIVFR COIRRY
PLAN AND PROFLE
C23
------- 1 _ + �. 7 I �HW-OAn�ACRE9 x
PROP06E➢
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}
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(7An sa cTl
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71CNIN711 ClmiNa.
3 OTC70FCR
x
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40
N - — - — - ----I
PROPOSED OV TRAIL _ GOPHER TORTOISE LOCATIONENT
1 --
- 40
— - — ---_
38
6 FLOI�4
---__�_—
Y.L0.—
—"—•tom_
�e
X
]t37O0 X�
34
__
30
PER ORB. 1343, PG i51F X 9 NM' LINE VAGTHI TRM18
B. IM3. PG is7
.0
--'- - --t- - - -
- r__
_
FLO RIwcEInAALRAFJX1Ao x'6
( ,E(iEND
XA
---- t 28
TRAIL PLAN
GRAPFAC SCALE
_ _
PROPOSED PAVED TRAIL
SCALE 1• - 4(T
N
WON- 40
D (IN FEET)
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEED®
TO
EXISTING WETLAND
, inch = 40 tL.
24
AVOID CONFLICTS. TO AVOID WETLAND IMPACTS, CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL. SIDE OF TREE EXCEPT IN THOSE LOCA
a��� te36 30TH eTREET
VERO 20T. FL 9aRBO
1•w Lna) 5e0-0030 HISTORIC TRANS -FLORIDA RAIL
FK (v va)
7v"617ENGINEERINCING
_ TRAIL EXTENSION
LRlw POMOIvu.ePLVa♦ iS.L R•M R11131}1N0
G41e14TMBM�F{Ielp pWJt RPRXO, X -PN P>' -0N® INDIAN RIVFR COIRRY
PLAN AND PROFLE
C23
WHERE SILT FENCE AND CAN BE LOCATED ON THE BTIONS ACKSIDE OF TREE • — EXISTING WETLAND BOUNDARY
WITHOUT IMPACT TO THE WETLAND AREA OR TREE -------------- WETLAND BUFFER
---- - O
PROPOSED SILT FENCE
— —
— EXISTING VACATED 100' RAP/ LINE
40
N - — - — - ----I
PROPOSED OV TRAIL _ GOPHER TORTOISE LOCATIONENT
1 --
- 40
— - — ---_
38
I
-
1
34
__
30
--'- - --t- - - -
- r__
_
------ -
-
-�
---- t 28
26 - -
_ _
-
- 26
24
!TORE SCALE:1' = 40'
102+00
103+00
104+00
VERT. SCALE: 1- = 4'
a��� te36 30TH eTREET
VERO 20T. FL 9aRBO
1•w Lna) 5e0-0030 HISTORIC TRANS -FLORIDA RAIL
FK (v va)
7v"617ENGINEERINCING
_ TRAIL EXTENSION
LRlw POMOIvu.ePLVa♦ iS.L R•M R11131}1N0
G41e14TMBM�F{Ielp pWJt RPRXO, X -PN P>' -0N® INDIAN RIVFR COIRRY
PLAN AND PROFLE
C23
0
a
0
HL
��� RO 20TH ET
STRElil�T
VERO 9E/\GH, FL M1950
r>"' IM2) EeB-0035 HISTORIC TRANS -FLORIDA RAIL ���
Px 7731 TTN-3en
ENGINEERING, INC TRAIL EXTENSION PLAN AND PROFILE
YdAA'.aent vuwmiA lAe°DDRni° AHHARiRtz=.R-R1DQ11>SIS<
W9M1nOOXi®AXG Gf➢> R.gRFl.R-PX OnIM�b6 ND4N RIVER COIY(fY
D
x -o-o
ALL WORK &TALL BE COLIPLETED FROM AND
WITHIN THE EASEMENTS AND PoGHT•OF-WAYS
PROPOSED
S.IT FENCE a°t '�..-
OF THE THREE AGENGES (gttOF FB1.8�AERE.
M1
SIRWLTRTF STATE
SM00 AND THE STATE OF FLORIDA)
_.-.-.•... _ �e
OF
OPFLDN
Pin. Na
a
---- .p
31E&OBODOp0°°1. °
PER O.R813M.101. PGP61T18
NILWLNEVACATEDTRANS
//FLORIDA
aa1T
SETSIB'LRAC. +
�7 ----._
'10M1 SJANWD& TW I ATE
/ CENTRAL RAILROAD
'R COUNTYTRAVFASE Pf-
(uE_ 1D.,Bl
AR -
---'-----.-P
'%\x� M1M1�
TRAIL PLAN
A
9
II PROPOSED PAVED TRAIL
%
ASPHALT TML
�'Y
-- •D
fNiOPORED
_ _ _
t -
EXISTING WETLAND
1>
D
a
13n •itr
86T FENf.E x e APARHOX.WETLAND
lea RlDQ x•C MIT LINE (TYq
``
_�_ T �� ,E'
O
O
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
- - - - - - - - • - SWING WETLAND BOUNDARY
tan2'L
N9THOUT IMPACT TO THE WETLAND AREA OR TREE.
?
��� RO 20TH ET
STRElil�T
VERO 9E/\GH, FL M1950
r>"' IM2) EeB-0035 HISTORIC TRANS -FLORIDA RAIL ���
Px 7731 TTN-3en
ENGINEERING, INC TRAIL EXTENSION PLAN AND PROFILE
YdAA'.aent vuwmiA lAe°DDRni° AHHARiRtz=.R-R1DQ11>SIS<
W9M1nOOXi®AXG Gf➢> R.gRFl.R-PX OnIM�b6 ND4N RIVER COIY(fY
D
x -o-o
PROPOSED
S.IT FENCE a°t '�..-
.-._.-
raa-
_.-.-.•... _ �e
x +9e.�9
L"T LINEfn'PI x�
e
'10M1 SJANWD& TW I ATE
x'H\
S RM LINE VACATED TRAMS hFLORIDA
FLORIDA CENTRAL RAILROAD x Pi -OL No.
31-96-0eUnWDdDO3ODD01L xM1
PER OAA 1313, PG 018LEGEND
'%\x� M1M1�
TRAIL PLAN
N GRAPHIC SCALE
II PROPOSED PAVED TRAIL
SCALE: 1' 40'
D40
I IN FEET I
NOTE:
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS, CONTRACTOR TO
t -
EXISTING WETLAND
1 inch = 40 R.
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSELOCATIONS
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
- - - - - - - - • - SWING WETLAND BOUNDARY
N9THOUT IMPACT TO THE WETLAND AREA OR TREE.
------------- WETLAND BUFFER
--•�-�-0 PROPOSED SILT FENCE
40
-- - - -- EXISTING VACATED 100• RNV LINE
-
_ -
-I
_
�•OSED EASEMENT
_ .�-_�_� -I TRAIL L.cns 40
-.T`_ _
3111
3q
36
32
f_
--34
1 .r.--r--'----._._-...�.'-_—�
-- - - - -------._—�__—.
--
30 --
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-- - -_
I
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-- ----1- ----- j - --- 32
30
26
24
I.
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--26
..._.�. 24
C.-.
104+QQ 106+00
100400
107+00 106°00
1122
109+00 i 10+00
HORZ. SCALEI' = 40'
VERT. SCALE: V- 4•
��� RO 20TH ET
STRElil�T
VERO 9E/\GH, FL M1950
r>"' IM2) EeB-0035 HISTORIC TRANS -FLORIDA RAIL ���
Px 7731 TTN-3en
ENGINEERING, INC TRAIL EXTENSION PLAN AND PROFILE
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AimnookGNaNMM wa—, -
7
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ALL WORK SHALL BE COMPLETED FROM AND
----.d�._._ _ � _ _ -F 25.6
r
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WITHIN THE EASEMENTS MIO WW{T-OFNVAYS
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OF THE THREE AGENCIES (CITYOF FFI I SWRE,
x�
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1
bTRF STATE --- ` \
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SJRWMD AND THE STATE OF FLORIDA)
26.0 %
S R!W 11NE� TEO TRANS `\ \ � �
1 � �
1
OQ
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Sy- \
/ RAN IlE VAfAIED TRANS
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W RWND b TPTF STATE
LEGEND
{
TRAIL PLAN
D. NO.SETWI.Mr
3L3BOBLOppO.lppp.Op001.0
IR COUNTY TPAWME
J '
I
SCALE: 1' = 40'
D
(IN FEET) 4D
PERO.RD.1384.PG2T7&
PI-
(ELE=26.037
T
n
1 ir(rh = 40 ft.
CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
EXISTING WETLAND
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
- • - -' - ' - ' - EXISTING WETLAND BOUNDARY
X~
WITHOUT IMPACT TO THE WET LANDAREAOIRTREE.
--------------- WETLAND BUFFER
-O O PROPOSED SILT FENCE
_-_--
x 4 PROP03ED tr
RQJEND
-
--r---
m m1
�� •� PROPOSED W TRILL EASEMENT
X� ASPHALT TRAL X b PROPOBEO
�� •.�" s % -.• '
"_� M1-- (yl(APPRpI(EWERA
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b]
34 _
32 T
Xti SLT FENCE
M1
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X�6 ; /
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r
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-
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1
bTRF STATE --- ` \
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P.ID. NO.
26.0 %
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1 � �
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X
LEGEND
{
TRAIL PLAN
N
GRAPHIC SCALE
PROPOSED PAVED TRAIL
SCALE: 1' = 40'
D
(IN FEET) 4D
NOTE.
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS.
1 ir(rh = 40 ft.
CONTRACTOR TO
LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
EXISTING WETLAND
WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
- • - -' - ' - ' - EXISTING WETLAND BOUNDARY
WITHOUT IMPACT TO THE WET LANDAREAOIRTREE.
--------------- WETLAND BUFFER
-O O PROPOSED SILT FENCE
_-_--
-- - EXISTING VACATED 100' RIW LINE
-
--r---
�� •� PROPOSED W TRILL EASEMENT
y40
39
30
1
-�- - - _...—.. _ -
-_ - - — - - =- -- - --- -
3e
34 _
32 T
_
36
• t I
1
! I' 132
20
ZI
room
30
24._-_..
--._. .
28
22
NORL SCMftT� q
117+00
11M00
120+b0 121400
122.0(
VWF. SCALE /• -W
193520TH STREET
VfiR BRACH, FL 82800
PH. (772) 660'00 5 HISTORIC TRANS -FLORIDA RAIL
FX. (772) 770-3617
TRAIL EXTENSION
NB1pA°(R - rN t>Q n m -lam
n.r�,rz,n.rR (r7>,araPLL woven RNFR COIIlTY
FLORIDA
PLAN AND PROFILE
O
7
Z
2
U
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C26
•'�' ���� PH.0"2)se EET aet]
V EflC BEl.GFI, FL 32880
PH. (772) 54141-0036 HISTORIC TRANS -FLORIDA RAIL
- 44� F1 (772) 776-M17
amn1m ENGINEERINGINC TRAIL EXTENSION PLAN AND PROFILEC27
4404td41 YAlEP 4fYgtAE. R-•N@11T9.6V
4it ®R IIOINIY144iBp1l71�M8 GA01J• .AaCII.R.NIPRltiisl NOUN RNER COUNTY
FLOROA
ALL WORT(
SWUl BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RIGHT-OF-WAYS
OF THE THREE AGENCIES (CITY OF FELLSMERE,�
o---
SIRWMD AND THE STATE OFFLORIDA)
I$
'-
9JRWhm6 TIIIF ST,1TE
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- _
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_
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. z
9TA 12-I r �� g SILT FENLE
133
--
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'�•
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ry P.ID. NO.
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LEGEND �L`�� PER OR5. 2z1z. Pe lne
z
TRAIL PLANN
---
D PROPOSED PAVED TRAIL
GRAPHIC SCALE
--
NOTE:
SCALE: 1' - 40'
O 40
(INFEET)
CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS
NEEDED TO AVOID CONFLICTS. TO AVOID WETLAND IMPACTS,
EXISTING WETLAND
1 inch = 40 It.
CONTRACTOR TO LOCATE SILT FENCE ON TRAIL.- SIDE OF TREE EXCEPT IN
THOSE LOCATIONS WHERE SILT FENCE AND CAN BE LOCATED ON THE
_ . - . - . - . - .._ EXISTING WETLAND BOUNDARY
BACKSIDE OF TREE WITHOUT NMPACT TOTHE WETLAND AREA OR TREE
-------------- WETLAND BUFFER
-
o o PROPOSED SILT FENCE
- - — EXLSTS4G VACATED 100' RAV LINE
40—
�• E ISTMG CITY OF FELISMERE IW TRAIL EASEMENT
31 -4
_...
— - --
-- --- - - -- - - -- -
-- -- - -
38
34
36
T-31)
. .
34
32
�
-
-28
24
25
22
F
24
_ �' -� - I_
_ a 22
I22+00I.
124+00 125+00 12M00
127+00
126+DO
HORZ, SCALE:1' 4(r123+00
_
VERT. SCALE: 1- -r
•'�' ���� PH.0"2)se EET aet]
V EflC BEl.GFI, FL 32880
PH. (772) 54141-0036 HISTORIC TRANS -FLORIDA RAIL
- 44� F1 (772) 776-M17
amn1m ENGINEERINGINC TRAIL EXTENSION PLAN AND PROFILEC27
4404td41 YAlEP 4fYgtAE. R-•N@11T9.6V
4it ®R IIOINIY144iBp1l71�M8 GA01J• .AaCII.R.NIPRltiisl NOUN RNER COUNTY
FLOROA
ALL WORK SHALL BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RgHT-OF-WAYS e I J 1 EX SIGN LEGEND
OF THE THREE AGENCIES (CTTY OF FELLSMERE, Xti 1 Ij ' N Na
� �L
CITYSJRW M AND THE STATE OF FLORDA) OF FEL t x'®E 0) nourwmtoal¢3) vouClEB
_ T-7FZD POW00.LL7006W00f2 X�e fq NO P�MM10 tUNO PRiN
PER DR9. 7D2 PG 11128 IX I 1 w NDDtWUR101✓�YENC
-q 1 IN —NEE --Y BOUNDW
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a? - - g• _ xry—_ _ --�X~� SINV-a.3y xia �b'IMCENfRAL NAILHD7�C 27e 1 PJC 70'O/S I'MI
"S N � as . wETta+o''b• 'x'D —"' zaa� � j— I +— '
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OF SURVEY
A %�_ 1•
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-_-- ---
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6NLYNIO2 +— �� X , 1 b b X� 1 F i DN-aem�L i Pm roLE a �-0 '�•t
BET NLD •et COUNTY TBNr IN THE X �-'��- •� - a" I Q CMTED1472.P - - x
NFACEOFANtr PNIETREE 177 x� -------- _ L J M '� FAT.Ca 1 IIEEL �'
(ELEV-279 1 M1� x x�• I - _ i I �P 11 6ATLy _ _ - X
x CITY OF R3-l9NERE l DEPfN--b7 t TOP EL9V 22yy X
P.I.D. N7L7+
D.
JI8-'G4W,D" SL4Y 1 ` I J ; �+.�,� 1 ! 0 . �1 N6T'Od'98'Y✓ 2187.50(-_
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PER O.R.&nn,PO tO]B RGRDA CENTR MUJ40AD �'
RMIJNE F •I+ 5 g - 1
,� 77tA(JSMISSPJN COMPANY I' x?
LEGEND X ; PER O.R.Bl269, PG. 409 i
1 1
TRAIL PLAN GRAPHIC SCALE
N PROPOSED PAVED TRAIL NATE;
SCALE: I'= 40' 0 40 ^—_ CONTRACTOR TO INSTALL SILT FENCE AROUND
(IN FEET) U 40 N.
1 Inch 40 VJETLAND EXISTING TREES AS NEEDED TOAVOID CONFLICTS+TO
- AVOID WETLAND IMPACTS. CONTRACTOR TO LOCATE
- - —. — - — • — • - EXISTING WETLAND BOUNDARY SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE
------ WETLAND BUFFER LOCATIONS WHERE SILT FENCE AND CAN BE LOCATED
ON THE BACKSIDE OF TREE WITHOUT IMPACT TO THE
O , PROPOSED SILT FENCE WETLAND AREA OR TREE.
40 _ __ T EXISTING CITY OF FELLSAERE 100' TRAIL EASEMENT
38 S I 40
311 38
- —=
-- TDP �' ! _
t� .. I- iC FIE SNaQ r_ .!--.---..
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' ! 7 DEPTH•b7 18O'/.• d6�` .-- 34
._.._._..___.I.___._,___•_• ._. _.. —._. ...—�...-__.. .1--I�OIi.6RADE.1P 1
1 - _i..— -- -.. _..-- -- -- - 32
28
20
--?— —� --i— —�
22
t
128+00 129+00 130+00
HORL81CAM'-4W
vm.smour—I".w
EMBY 1886ZA RET
STE
VERO BEACFI, R ET
PH- (772),668-0085
ENGINEER ING►INC FX. (772) 776-3617
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OOSL1N001YnL.Y� G(77a .RBYi R•M DIp—
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HISTORIC TRANS -FLORIDA RAIL
TRAIL EXTENSION
1!ANN RNE R CW!!h'
13x+00
HONDA
' I ! AA*QALY30
_ �c6xro71ELnvesY
--•'---• — -----•-� - tseA Pwolalo --- 20
--! r - — - -20
134+00
PLAN AND PROFILE
C28
8
w
z
U
Q
ALL WORK SMALL BE COMPLETED FROM AND
WITHIN THE EASEMENTS AND RIGHT-OF-WAYS
OF THE THREE AGENCIES (CRY OF FELLSMERE,
rya
15. SIRWMD AND THE STATE OF FLORIDA)
M1 I CR1.OFfEUV&RE � _
X P.O. NO. -
���, x"L EVAC'ATE 1t 6 2PERZPQIO��o-72
''3 FLCPoDA CENIRALRAILRCAD
d iAvr<Tl;voD -ht- .(v'a- EXLSTfw -Zt2- - �� x�� X ' / ^ • \ �- —
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SSv✓"Qa� X# - SZT FETCE 4 _ _ _ _ _ slw-z.H2 '2K %
---- X
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SILT FENCE ftp+
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x'
SEE - -
':1XXEt -
-'-y�----aAT;. �.o------ -_.
------
--:'_
-___�__..n%--sem-
..
EXISTING WETLAND
' - - - - -
NOTE •Ar - -�.
_.. ..----- .._____
- - _ ,x.-
APifiL
ZO -0
PROPOSED SILT FENCE
� - -� EXISTING CITY OF FELLSMERE 100' TRAIL EASEMENT
229}
WETIMO 1f AS -�-
lA ITVP)
q Q�•��-�P•
1°x.p••
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h -
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jt /•
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_� x,�S
-
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FLMDA CENTRAL RNIALUD
NOTE'A' TREE GROUP
PJW UNE s
� � ............
[{2)14' PALMS, 10"PALM,
10' MAPLE,
cm DF FEiISNERE
P.D. ND.
IV MAPLE]
!+-]8-2DII000D-toxo-0000v
PFA CAB. 2M M IWO
TRAIL PLAN NOTEt i-
N GRAPHIC SCALE CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING TREES AS NEEDED
TO AVOID CONFLICTS. TO AVOID WOR WETLAND IMPACTS, CONTRACTTO
SCALE: 1' 4O � LOCATE SILT FENCE ON TRAIL- SIDE OF TREE EXCEPT IN THOSE LOCATIONS
(IN FEET) WHERE SILT FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
1inch -40 R WITHOUT IMPACT TOTI-IEWETUWDAREA ORTREE.
40 _
38 ..-... ..1. . _�
34
32 —
30
I
2821
-
-
24.�
22--
134+M
13
HOR2. SCALF--r - 40'
VERT. SCALE 1' = 4'
LEGEND
-- -- -
PROPOSED PAVED TRAIL
EXISTING WETLAND
' - - - - -
- EXISTING WETLAND BOUNDARY
_.. ..----- .._____
WETLAND BUFFER
ZO -0
PROPOSED SILT FENCE
� - -� EXISTING CITY OF FELLSMERE 100' TRAIL EASEMENT
40
3E
36
34
30
-- --�- - zS
{-_-=---=� 24
I--= L ==—= 72
®ABV PH.f7OTN STREET
=C�9
VERN. on>6ee-Do35 HISTORIC TRANS -FLORIDA RAILENGINEERIN INC LAN AND PROFILE
M� ImaNn TRAIL EXTENSION
t2711NLtM91NMPlM9 fA 9NH FT.�R-Pxlmlveaon 9AIAN RNER COl1NiY .. ........
2
i33Z+'/
�x
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y PROFOBEO•
F —FENCE
YJ RYF1
CITY OF FERE
PFD. L10.
INI CIILY9LT OBSINOS
1 TO 86 REVE%MDE%.TOAe
ASPHALT
ALL WORK SHALL BE COMPLETED FROM AND
afae-wm000.foouomol2
TPNL
\ 1 APPUCATONAfa16514
POST
WITHIN THE EASEMENTS AND RIGHT-OF-WAYS
I
PER arta 222 vc 102M
X
01
BA1025032
1 IMPACT CENTRAL RA6rtoAD
OF THE THREE AGENCIES (CIT/ OF FELLSMERE.
SET MAO NSD
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a
TR C__ TRAVFJ6E P1'
\F1LY�2SOrl /R/ -
-11. AL
SJRWMD AND THE STATE OF FLORIDA)
x�^
APPROX W["RAND/ `�Y 11.18097 R) CT'OFFELLSAERE
x�
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CENTRAL RAILROAD
'Cad
3OI061008000
• _ ,��
RAYLNE
31-36'
PFM
WE LANO *A.- x•Q I ST0.111
%
4afOACRES •x PROPOSEDNLFITKIPEROP
(4.3TSSOFfj X� NORTHANDSOIITNNV..225
X,
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CROSSING W FOR
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PROPOSED
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MIT LINE (TYP) 11 P.I.D. NO.
CD
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PER AOA
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31-36'
PFM
SAW-C7;4
COAT EI o PROPOSED
EXISTINI ASPHALT PAVEMENT
EXIST. I - -
SUBGRADE
B• OF EXISTING ASPHALT AND BASE COURSE TO BE PULVEMED,
STABILIZER MDED, COMPACTED, FINE GRADED AND PRIME
COATED PER GENERAL NOTES AND SPECIFICATION&
PAVEMENT SAW -CUT AN13 BUTT
JOINT
N_T.S.
TRAIL PLAN N GRAPHIC SCALE NOTE:
SCALE: 1'=40' I Dfi� CONTRACTOR TO INSTALL SILT FENCE AROUND EXISTING
(N FEET) 40 TREES AS NEEDED TO AVON) CONFLICTS. TO AVOID WETLAND
1Inch =40 R IMPACTS, CONTRACTORTOLOCATE SILT FENCE ONTRAIL-
SIDE OF TREE EXCEPT IN THOSE LOCATIONS WHERE SILT
FENCE AND CAN BE LOCATED ON THE BACKSIDE OF TREE
WITHOUT IMPACT TO THE WETLAND AREA OR TREE.
40 I
38__—._-L-
36 _ ._ I exroAaN
34—..
32 —'j'FgbRLE anAUE
30 _
EXISTFq GRADE:
�.__—_.._ .7715ELBEPF90RVEY—..."
22
140400 PRaPo�
NORL 3CALE:1' .4W
VERT. SCALE: r . r
-- g 40
— - Ni 38
* 36
34
�,— -- I ' • ---� W 32
CNN COVERAGE kl`fflda 3D
-- ItlOANTCNHE Ge3c a 28
_ ASP1Ml1TTRAl 0 28
ASP1�Mlt f W 24
- i_ -�. _.� 22
1H *00 20
LEGEND
�D PROPOSED PAVED TRAIL
EXISnNG WETLAND
PROPOSED WETLAND IMPACT
EXISTING WETLAND BOUNDARY
-------------- WETLAND BUFFER
4 o PROPOSED SILT FENCE
EXISTING CITY OF FEI ISMERE 1 Op• TRAIL EASEMENT
Emav
PH. ?07TH 6TREET
V E q0 6EACH, FL ?2860
PM. (TT x) 6e0-003
6 HISTORIC TRANS -FLORIDA RAIL
ENGINEERING, INFX (172) 776-d6
C 17
TRAIL EXTENSION
w..6l.uvuw.w aAPwum Po1.,. IL-Im ccu>aF1aw
COOI61.OfN@EaAR GRIT In Nfllg0.-M(mga.aN! NpN+RNEfl CAUNTY
FLOR2IA
PLAN AND PROFILE
C30
a
FPL.
Customer/Agency —
Developer/Contractor Name
Location of Project
FPL Representative
Developer/Contractor Representative
EXIBIT "CA
NOTIFICATION OF FPL FACILITIES
Date of Meeting/Contact:
_ Project Number/Name:
-- _ City: —
Phone:
. FPL Work Request #!Work Order #:
FPL calls your attention to the fact that there may be energized, high voltage electric lines, both overhead and underground, located in the area of this project. It is
imperative that you visually survey the area and that you also take the necessary steps to identify all overhead and underground facilities prior to commencing
construction to determine whether the construction of any proposed improvements will bring any person, tool, machinery, equipment or object closer to FPL's
power lines than the OSHA -prescribed limits. If it will, you must either re -design your project to allow it to be built safely given the pre-existing power line location,
or make arrangements with FPL to either deenergize and ground our facilities, or relocate them, possibly at your expense You must do this before allowing any
construction near the power lines. It is impossible for FPL to know or predict whether or not the contractors or subcontractors, and their employees, will operate
or use cranes, digging apparatus or other mobile equipment, or handle materials or tools, in dangerous proximity to such power lines during the course of
construction, and, if so, when and where. Therefore, if it becomes necessary for any contractor or subcontractor, or their employees, to operate or handle cranes,
digging apparatus, draglines, mobile equipment, or any other equipment, tools or materials in such a manner that they might come closer to underground or
overhead power lines than is permitted by local, state or federal regulations, you and any such contractor or subcontractor must notify FPL in writing of such
planned operation prior to the commencement thereof and make all necessary arrangements with FPL in order to carry out the work in a safe manner. Any work
in the vicinity of the electric lines should be suspended until these arrangements are finalized and implemented.
The National Electrical Safety Code ("NESC') prescribes minimum clearances that must be maintained. If you build your structure so that those clearances cannot
be maintained, you may be required to compensate FPL for the relocation of our facilities to comply with those clearances. As such, you should contact FPL prior
to commencing construction near pre-existing underground or overhead power lines to make sure that your proposed improvement does not impinge upon the
NESC clearances.
It is your responsibility and the responsibility of your contractors and subcontractors on this project to diligently fulfill the following obligations:
1. Make absolutely certain that all persons responsible for operating or handling cranes, digging apparatus, draglines, mobile equipment or any
equipment, tool, or material capable of contacting a power line, are in compliance with all applicable state and federal regulations, including but
not limited to U.S. Department of Labor OSHA Regulations, while performing their work.
2. Make sure that all cranes, digging apparatus, draglines, mobile equipment, and all other equipment or materials capable of contacting a
power line have attached to them any warning signs required by U.S. Department of Labor OSHA Regulations.
3. Post and maintain proper warning signs and advise all employees, new and old alike, of their obligation to keep themselves, their tools,
materials and equipment away from power lines per the following OSHA minimum approach distances (refer to OSHA regulations for restrictions):
'Power Line Voltages "Personnel and Ecuioment Cranes and Derricks Travel under or near Power Lnes ton construction sites no load
(29 CFR 1910.333 and 1926.600) (29 CFR 1926.1407, 1408) (29 CFR 1926.600 - Equipment) (1926.1411 - Cranes and Derricks)
0 - 750 volts 10 Feet 10 Feet 4 Feet 4 Feet
751 - 50,000 volts 10 Feet 10 Feet 4 Feet 6 Feet
69,000 volts 11 Feet 15 Feet 10 Feet 10 Feet
115,000 volts 13 Feet 15 Feet 10 Feet 10 Feet
138,000 volts 13 Feet 15 Feet 10 Feet 10 Feet
230,000 volts 16 Feet 20 Feet 10 Feet 10 Feet
500,000 volts 25 Feet 25 Feet 16 Feet 16 Feet
'When uncertain of the voltage, maintain a distance of 20 feet for voltages up to 350,000 volts and 50 feet for voltages greater than 350,000 volts.
"For personnel approaching insulated secondary conductors less than 750 volts, avoid contact (Maintain 10 Feet to bare energized conductors less than 750 volts). For
qualified personnel and insulated aerial lift equipment meeting requirements of 29 CFR 1910.333, distances may be reduced to those shown in 29 CFR 1910.333 Table S-5.
4. All excavators are required to contact the Sunshine State One Call of Florida, phone number 1-8001132-4770 or 811 a minimum of two working days
(excluding weekends) in advance of commencement of excavation to ensure facilities are located accurately.
5. Conduct all locations and excavations in accordance with the Florida Statute 556 of the Underground Facilities Damage Prevention & Safety Act and all
local city and county ordinances that may apply.
6. When an excavation is to take place within a tolerance zone, an excavator shall use increased caution to protect underground facilities.
The protection requires hand digging, pot holing, soft digging, vacuum methods, or similar procedures to identify underground facilities.
A copy of this notification must be provided by you to each contractor and subcontractor on this project, to be shared with their supervision and employees prior to
commencing work on this project.
Means by which this notification was provided to customer and/or contractor
FPL Representative Signature
Customer/DeveloperiContractor Representative Signature
Form 360 (Rev. 1,1J11 2)
Address
Date
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