Resolution 096-1978RESOLUTION NO. 96 -1978
WHEREAS, the Board of County Commissioners of Monroe
County, Florida, has received an application from the Florida
Department of Transportation to construct a concrete pile supported
reinforced concrete bridge; place fill (local limerock and rubble)
above and below the mean high water line; dredge below the mean
high water line to facilitate pile driving at South Pine Channel
(SJN: 90020-3532), File No. 4403704111, Monroe County (a copy of
the application is attached and incorporated herein) and
WHEREAS, this application has been reviewed and it has been
determined that the project entertained would not:
1. violate any statute, zoning law, ordinance
or other applicable restriction, nor
2. subject the natural flow of the navigable
water as defined in Section 253.12, Florida
Statutes, to harmful obstruction or altera-
tion, nor
3. create harmful or increased erosion, shoaling
of channels or stagnant areas of water, nor
4. cause material injury or monetary damage to
accrue to adjoining land, and
WHEREAS, the Board of County Commissioners of Monroe County,
Florida, has determined:
a. whether the project will interfere with the
conservation of fish, marine and wildlife or
other natural resources to such an extent as
to be contrary to the public interest; and,
b. whether the destruction of oyster beds, clam
beds, or marine productivity, including but
not limited to destruction of natural marine
habitats, grass flats suitable as nursery or
feeding grounds for marine life, including
Page 1 of 2 Pages
APPROVED ON_.,,._._... - - ,
established marine soils suitable for producing
plant growth of a type useful as nursery or
feeding grounds for marine life will result
therefrom to such an extent as to be contrary
to the public interest;
And has also considered other factors affecting the public interest;
and,
WHEREAS, the reports designated in Section 253.124, Florida
Statutes, have been considered and read into the record at the same
meeting at which final action has been taken on this application,
now, therefore,
BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA, that said Board hereby gives its approval
to the construction of the above project subject to the approval
of the Department of Environmental Regulation pursuant to Section
253.124(2), Florida Statutes.
Resolved this 4th day of April, 1978, at a regularly
scheduled public meeting.
Attest:
Clerk -
BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA
y
ayor And Ghairmc?M
(Seal)
I HEREBY CERTIFY that this document
has been reviewed for le;;al suffi-
ciency and that the same meets with
my approval.
BY 2�4psz/olleY�
- - Attorney's Office
Page 2 of 2 Pages
THE 5r,4�,
�yev �o STATE OF FLORIDA
-` DEPARTMENT OF ENVIRONMENTAL REGULATION
o ry8 TVL*3 2562 EXECUTIVE CENTER CIRCLE, EAST
MONTGOMERY BUILDING
TALLAHASSEE, FLORIDA 32301
REUBIN O'D. ASKEW
GOVERNOR
Monroe County Board of County
Commissioners
c/o Virginia Pinder
Monroe County Courthouse
Key West, Florida 33040
Gentlemen:
JOSEPH W. LANDERS, JR.
March 23, 1978 SECRETARY
File No. 44-37-4111, Monroe County
Florida Department of Transportation
South Pine Channel, (SJN: 90020-3532)
The Department of Environmental Regulation staff has performed a
biological survey for the above project and offers the following
comments to be considered by the Board of Commissioners as required
by Section 253.124(3), Florida Statutes.
The applicant proposes to construct a 938 foot long by
46 feet 9 inch wide fixed span concrete bridge parallel
and 50 feet north of the existing bridge centerline at
South Pine Channel. Pile caps will be extended 5 feet to
support the Keys Aqueduct 24-inch water main. The existing
bridge will remain in place. Bridge construction will
require the placement of 29,582 cubic yards of material
on the Miami end and 11,988 cubic yards of material on
the Key West end, both landward and waterward of the mean
high water line, to create the appropriate road slopes.
Approximately 1,077 cubic yards of material will be dredged
from 0.56 acres of submerged land for piling installation
and work barge access. All recoverable dredge material will
be deposited on DOT upland right-of-way or bridge approach
embankments.
The area surrounding the Key West end of the bridge has a
residential area to the south and a restaurant and trailer
park to the north of the existing highway. Substrate for
the bridge approaches is marl overlying limerock with the elevated
roadbed comprised of marl and limestone fill. The approaches to the
bridge support typical Keys vegetation. Red,
Monroe County Board
of County Commissioners
Page two
March 23, 1978
black and white mangroves, buttonwood, poisonwood, seagrape,
sea oxeye daisy, Australian pine and Brazilian pepper were
observed along the shoreline or on the roadbed slope. Sub-
merged vegetation in the proposed fill and dredge areas
included turtle grass, cuban shoalweed and several species
of macro -algae.
On the Key West end of the bridge between DOT Station 1022
and 1037 a roadside fringe of upland buttonwood and seagrape
exist. This vegetation will be eliminated by project con-
struction. Between DOT Stations 1037 and 1039 a productive
stand of tidal red mangrove along with turtle grass beds
waterward of the mangroves will also be eliminated by fill.
Eastward of the fill area, additional loss of turtle grass
and manatee grass beds can be expected from the proposed
dredging for work barge access. On the bay side of the
Miami end of the bridge between DOT Stations 1049 and 1066
red and black mangroves grow on the shoreline with button-
wood landward and turtle grass waterward. Dredge and fill
activity will eliminate this vegetation.
The project, as proposed, will fill 0.73 acre of transitional
zone and 3.48 acres of submerged land.
Pursuant to the requirements of Section 253.124(3), Florida
Statutes, the preceding comments should be dury considered and
read into the minutes of the meeting at which time a determination
of local approval is made. To assist in evaluating the project a
copy of the application and a set of project drawings are enclosed
(Attachment I, II).
A sample resolution (Attachment III) prepared by the department's
legal staff is also enclosed. This document is provided to assist
the Board of Commissioners in preparing a resolution that will
meet the requirements of Section 253.124(3), Florida Statutes.
The Board of Commissioners is not obligated to use this format
so long as the department is made aware that the requirements of
the Statute have been fulfilled.
Sirycerely,
A�as,
L. Hart, Ph.D.
Environmental Specialist
TLH/ms Standard Permitting Sect
Enclosures
cc: Freddy Miller, DOT, Tallahassee MAR1978
Glen Boe, DER, Marathon RECEIVED
CLERK OF
CIRCUIT COURT
j
C-1
0
r,✓
r
JOINT APPLICATION
DEPARTMENT OF THE ARMY/FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION
FOR
ACTIVITIES IN WATERS OF THE STATE OF FLORIDA
Refer to Instruction Pamphlet for explanation of numbered items and attachments required.
1 Application number (To be assigned)
2. Date
3. For official use only
10 10 77
Sf�r 906O0
,
Day Mo. Yr.
4. Name, address and zip code of applicant
FIARIDA DEPARTMENT OF TRANSPORTATION
605 Suwannee Street
Tallahassee, Florida 32304
Telephone Number 904/487-2780
5. Name, address, zip code and title of applicant's authorized agent for permit application coordination
FREDDY G. MILLER
Environmental Pezmit Coordinator
605 Suwannee Street
Tallahassee, Florida 32304
Telephone Number 9041487-2780
6. Describe the proposed activity, its purpose and intended use, including a description of the type of structures, if dny,
to be erected on fills, or pipe or float -supported platforms, and the type, composition and quantity of. materials to be
discharged or dumped and means of conveyance. Construct a concrete pile supported reinfore
concrete bridge. Place fill (local limerock & rubble) above and below the
line of M M. Dredge below the line of Mffd to facilitate pile driving. See
transmittal letter and drawings for details. A public transportatio4
facility and a National Defense Highway.
Dredged/Excavated Filled/Deposited
Volume of Material: 1,077 CY 0 _Cy 28.527 Cy 13,033 CY
Waterward of Landward of Waterward of Landward of
O.H.W. or M.H.W. O.H.W. or M.H.W. O.H.W. or M.H.W. O.H.W. or
7. Proposed use
Private [ j Public [O Commercial I j Other I j (Explain in rema �•'
8. Name and address including zip code of adjoining property owners whose property also ad' terway. ,\.\
4�
SEE ATTACHED DRAWINGS D
9. Location where proposed activity exists or will occur
Street address
Longitude --'" Latitude —"— (If known)
Sec..$ Twp. 66S Rge, 29E .
Florida MoDrQQ Fla.
Stata County In City or Town Near City or Town
_
10. Name of waterway at location of the activity South pine Channel & SR-5 (US-
JAJ tUKM 983
21 Jul 77
11.
mate activity is proposed to commence January, 1980
Date activity is expected to be completed ril 1981
12.
Is any portion of the activity for which authorization is sought now complete? Yes [ J No ( )I
If answer is "Yes" give reasons in the remarks section. Month and year the activity was completed
. Indicate the existing work on the drawings.
13.
List all approvals or certifications required by other Federal interstate, state or local agencies for any structures, con-
struction, discharges, deposits or other activities described in this application, including whether the project is a De-
velopment of Regional impact.
Issuing Agency Type of Approval Identification No. Date of Application Date of Approval
U. S. C. G. Permit 10/10/77 Pending
Monroe Co. Resolution 10/10/77 Pending
14.
Has any agency denied approval for the activity described herein or for any activity directly related to the activity de-
scribed herein?
Yes (J No X (If "Yes" explain in remarks)
15.
Remarks (see Instruction Pamphlet for additional information required for certain activities)
SEE TRANS M ►TT � L 1.,E-TT E �. 14N �� "i��t� t taG,s
16.
Application is hereby made for a permit or permits to authorize the activities described herein. I agree to provide any
additional information/data that may be necessary to provide reasonable assurance or evidence to show that the pro-
posed project will comply with the applicable State Water Quality Standards or other environmental protection stan-
dards both during construction and after the project is completed. I also agree to provide entry to the project site for
inspectors from the environmental protection agencies for'the purpose of making preliminary analyses of the site and
monitoring permitted works, if permit is granted. I certify that I am familiar with the information contained in this
application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I fur-
ther certify that I possess the authority to undertake the proposed activities.
October 10. 1977
gnature of Applicant Date
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of
the United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material
fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or
document knowing same to contain any false, fictitious or fraudulent statement or entry, shall be fined not more than
$10,000 or imprisoned not more than five years, or both.
i
The application must be signed by the person who desires to undertake the proposed activity; however, the applica-
tion may be signed by a duly authorized agent if accompanied by a statement by that person designating the agent
and agreeing to furnish upon request, supplemental information in support of the application. ,
FEE: Attach Checks/Money Orders on front
Payable to Department of Environmental Regulation
$200 Standard form projects
$20 Short forms and Chapter 403 projects only
.� SliVVIRL.tiD /2
` TOPTRH ,'
c5•�
,
OCKEN10OWNJ �' a
KEY
r
-- �i roac
22.� l
He
T TLE 1� �23. / ( KE
KNOCKEM1 CWN1 r�
} t KEG • / ! j j ?
`,2`f
28
_ .
4r
SUMMERLA U
KEY COVE , -sl
31 AIRPORT {PVT )23��;4;
ET t .'33! � SUfv'MERLAND
�•' :T CG KEY
t I MILE i
<` KEY
list,. i��w••t ia)
SEE NSEr
..............
v
P Y E
rNhEY
�Y�
SEE tNSET.rJ..R _ ...i...�............
.+ 9 �� ;�t0
SEE
! r�
?� 940
t
18�``� t T . �„ t 6 r 15 I
4� �P PNF r gfn
22
NELL .cy 0�' Gf
SLE iNSE7 H'
29) Jc r
Si iNSET 'I
94C-
RAIr4ROD �Xf: TORck EY It ice"
KEY 3
VICINITY
VAR
t
,L; LOCATION OF PR014E
'T;S 2-8 NiUNS0N
T 66 S 1 S L A N D 0
R29E
MAP
FROM MONROE COUNTY HIGHWAY IVAP
PROJECT NO. 90020- 3532
PROPOSED FILLING AND DREDGING Il�t
SOUTH PINE CHANNEL ON S.R. 5-- WION ROE COUNTY
FLORIDA DEPARTMENT OF TRANSPORTATION
ALTERNATE D-1
AUGUST 197T SHEET I of 14 ��
0 50' 100'
Scale
.-0 1 l�3l
20-
10-
0-
-10-
0 Id 20'
scale
0
0
N
1.
Existing Shoreline
�. Proposed Bridge
—Existing bridge to remain ,1 __—__--_--~�%
Existing wingwall
Existing wingwall to remain PLAN to remain
93&± Overall Bride Length Existing Shoreline
"a
Dredge area'
(to elev. -5t)
+0.75
Minimum* Wl;rtical Clearance MHW z 15.0'
Minimum Vertical, Clearance MLW - 15,9'
Minimum Horizontal Clearance = 89.51—
Existing Vertical Clearance MHW= 8.0'
Existing Vertical Clearance MLW = 8.9'
'Existing Horizontal Clearance - 25.0'
o '
oO 'Concrete Spandrel Arch
2m
FLI
-0.15
ELEVATION
0 50' 1001
St,nia
Relocated
Water Main
SHEET NO. 2 OF 14
I'-412'
�146'4' out to out
1'-42°
To Miami
—20 See Sheet 13 for
Riprap and Dredge
Mi — 10 Details
�u —0
--10
r,
,d Bridge
TYPICAL SECTION THRU
PROPOSED BRIDGE
FEDERAL AID PARTICIPATING
PROPOSED CONSTRUCTION OF
BRIDGE OVER SOUTH PINE
CHANNEL ON S.R. 5
0
BRIDGE NO. 900111
AUGUST, 1977
FOUNDATION CONSTRUCTION FLORIDA DEPARTMENT OF
METHOD TRANSPORTATION
30"Zi Hole for
Pile Driving
To Key West
0
Cro
ZO
O
io
SHEET NO. 3 OF 14
1025 1030
A
/W
To Miami
.. tt��
Existing. Roadway �- Const. (Alt. D-1)
R/W
Begin Project A
Sta 1022+00
LE T <
Limit of Transition Zone
0 50 100
MHW (+0.75) — scale in feet J
MLW (-0.15 )
Toe of Slope ------
FEDERAL AID PARTICIPATING
O PROPOSED FILLING IN
Parcel Number SOUTH PINE CHANNEL ON S.R. 5
Dredge Area BRIDGE NO. 900111
Fill Area (submerged
and transition zone) AUGUST, 1977
Rubble FLORIDA DEPARTMENT OF
ice 0.atum N O.A.A. TRANSPORTATION
2 t SHEET No. 4 4F 14
To Kliiami
GULF OF hlEX1CO
B 4-5± LT Rubble .
Slope Protection
rrra-rr'
v
Begin Bridge J
Sto 1.038 +70.17
Existing Wingwall to remain
E •d
Existing Bridge to remain
J _ _ R/W
----- _.-- O J; R� O -
a nAt1 r1c .00EAM
o so ioo FEDERAL AID PARTIC!PATING
Dredge materlal will be'utilized in the proposed
embankment, subject to the Department of scale in Fees
�._ FROPOSED FILLING AND DR"DGE
-Transportation embankment_uti.lizaition sPecification
or disposed of in suitable upland areas provided IN SOUTH -PINE CHANNEL ON S.R-.5
M by the. Contractor. BRIDGE . N0. 900111
o M ; AUGUST, 1977
z 0 FLORIDA • DE PA:RTM E N T OF
0
Water Reference Datum N:0.A. A: TRANSPORTATION .
w
0
Cr
z
0
PROPOSED CONST QUANTITIES
Kay Wcsf
_end
hhlami
End
Totals
Est. Fill Area , Submerged Labnd
0.26 Ac.
3.22 Ac.
3.48 Ac.
Est.. Fill Area Transition Zone
1.20 Ac.
1.53 Ac.
2.73 Ac.
Est. Fill Volume Submerged Larido'
5,123 CY
24314CY
28,527CY
Est. Fill Volume Transition Zone'
6,865 CY
6,163 CY
13,033CY
Est. Dredge Area Submerged Land
0.55 Ac.
0.01 Ac.
0.56 Ac.
Est. Dredge Area Transition Zone
0
0
0
Est.. Dredge Volume 'Subme.ged Land'
994 CY
83 CY
1,077CY
Est. Dredge Volume Tronsitio n Zone
0
0
1 0
*Volume includes dredge for pi,ies and dredge for barge access
under proposed bridge.,
.Estimated volumes include. rubble.
West
1045 SHEET NO. 5 Or 14
TO Miami
Gulf of Mexico O 1,895 ± L.F. Rubble
Slope Protection I r C
R/W
Floating silt barrier-
ol >����;�;�;%���;;���;;�
Floating silt barrier
........
Const. (Alt. D-I) Proposed bridge
�. Existing Rpadway, - — — Existingbridge � `— ---
to.. rem in
Existing wingwall
to remain
Atlantic Ocean End Bridge
Sta 1048+00.17
0 .50 100
Scale In Feet
R/W
-y O --
�;CN1;;5a
S�
C
I
Water ReTerence Datum N.n.A.A;
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGE
IN SOUTH PINE CHANNEL_ ON S.R.5
BRIDGE NO. 900111
AUGUST, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
1050 cult of A9ex1co O 1055 bi=1 'NO- d u i 1
5 �r
1,895± L.F Rubble Slope Protection
Floating silt barrier
-- R/W --
Tom,
�-. ,�, , r�I�.
(L' Const. (Alt. D-1) Existing Roads►lay--�
Atlantic Ocean
R/W
To Key West O To Miami
FEDERAL AID PARTICIPATING
PROPOSED FILLING IN
0 50 Igo SOUTH PINE CHANNEL ON S.R.5
scale In Feet
N BRIDGE NO. 900111
m
w`) AUGUST, 1977
ca o
0o FLORIDA DEPARTMENT OF
Water Reference Wum N.O.A.A.. TRANSPORTATION
Gulf Of Mexico SHEET NO. 7 OF 14
1065
1,895t L.F Rubble Slope Protection
R/V D TO Miami
Floating silt barrier
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
. . . ........
.. .................. .... .......... I ........ ....................... .. ...............
. ......................... ................... .............
.... ...............
.......... .. . ...... I �-./ ..........................
Cons t. (Alt D.71) D Existing Road.,,
End Project
Sta 1066+50
R/W
A #017fic. ocqc"?.
FEDERAL AID PARTICIPATING
PROPOSED FILLING -IN
SOUTH PINE CHANNEL ON SR-5
C\j 0, �50 100 BRI.DGE NO, 900111
M 1 2 1
LO scale In Fiat' A
W AUGUST, 197.7
OM
zo.
0WENT OF -0 FLORIDA DEPAR1
Water Reference Datum B4.0Q.A.A. TRANS PORT.ATION
4
'
ADJACENT.
RIPARIAN OWNERS
06reel No.
Bern R. Brothers and ' Betty V.
P.O. Box 456
Big Pine Key, Florida 33034
0
Woodrow W. ` Mock
P.O. Box 446
Big Pine Key, Florida 33034
Howard G. Sampson-.
P;O, • Box 455 .. : :. .
Big Pine .Key, Florida 33034
®
James. E. and L. Mae Gillespie
P. 0. Box '346 _
Big Pine Key, Florida 33034
O
5tate.of Florida
Board of Trustees- of the Internal
Improvement Trust Fund
Department of Natural Resources.
Crown Building.
n
SHEET N0. 8 OF 14
'Tallahassee,'- Florida 32304 6
FEQERAL. A1D. PARTICIPATING
PROPOSED CONSTRUCTION OF BRIDGE
-OVER SOUTH PINE-CHANPdEL -- -=--- -
ON SR 5
BRIDGE NO. •900111
AUGUST, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION-
SHEET NO. 9 OF 14
—ID Const
Proposed 4:1 Slopeb
�. Existing Roadway
— 5
Existing Slope
MHW+0.75
- SECTION THRU ROADWAY AT STA 1025 + 00
_,p MLW-0 §. Sect. A -A -
0 10 20 FEDERAL AID PARTICIPATING
Horiz'Scale Pr'OPOSED FILLING
-5
N
M
n7
o'
�o
ZN
00
2a Water ReferQnce Datum N.O.A.A
i IN SOUTH
PINE CHANNEL ON S.R.5
BRIDGE NO. 900111
AUGUST,1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO. 10 OF 14
15
Proposed 4:1 Slope
L
5
/ M Wki * �•75
0 ,MLW -0.15
q- C onst.
Proposed
6:1 Slope
i
i
i
i
i
i
i
If
i
Existing Slope
i
i
i Existing Roodwray i
-J FEDERAL AID PARTICIPATING
SECTION THRU ROADWAY AT STA 1038 + 00
M _5 Sect. B-B
aI
0 10 20
0 o Horiz. Scale
I m. Water Reference Datum N.O. A. A .
PROPOSED' FILLING IN SOUTH
PINE CHANNEL ON S.R.5
BRIDGE NO. 900111
AUGUST, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO. 11 OF 14
20
15
Proposed 2.5: 1 Slop
Elev.10.0
—10
5 ..
MHW +0.75 '
_0 ML.W-0.15.
- 10
Water Reference Datum N.O. A.A
�_ Const.
Proposed 6:1
Slope,
Rubble Berm ,:—Existing Slope
(See Sht.14 for Details)
i
i
�. Existing Roadway
,e SECTION THRU ROADWAY AT STA 10 48 + 00
Sect. C- C
F
EDERAL AID PARTICIPATING
OPOSED FILLING IN SOUTH
PINE CHANNEL ON S.R.5
BRIDGE NO. 900111
AUGUST, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO.12 OF 14
18
Const. Existing Roadway
10 Proposed 4=1 Slope
1
Elev. 5.0 �0
5 Rubble berm
lop
(See Sh1.14 for Detak
MHW+0.75 Existing Slope
0 MLW— 0.15
�'
SECTION THRU ROADWAY AT STA 1062+00
Sect. D-D
� r
-5 FEDERAL AID PARTICIPATING
0 10 20 PROPOSED FILLING IN SOUTH
Horiz Scale PINE CHANNEL ON S.R.5
N BRIDGE NO. 900111
� —10
AUGUST, 1977
e: o
N
Z D 0 FLORIDA DEPARTMENT OF
0" Water Reference Datum N.O.A.A. TRANSPORTATION
2:1 Slope i
Existing Channel Bottom
Elev. -5'-
�I �1J^0.I5 MHW +0.75
SECTION E-E
Refe
3,_ N SHEET NO. 13 OF 14
�3, 1'-6" Stone & Slurry
2:1 Slope Height
Varies
Varies
�Elev. 5.0
Rubble
M.H.W. +0.75 24 Slope
-- — M.L.W - 0.15 ::.
✓ �z
Existing Wingwall Natural
To Remain Ground
Section Thru Forward Slope
of Proposed Bridge
Edge of Approach Slob
Edge of Shoulder
1'-6" Stone & Slurry
This slope to match
roadway fill slope
2-0. 2-0Elev. +5
' �or +10
M.HW.40.75 �' Rubble
M L.W. - 0,15 -=
-
Existing ground
Section Thru Side Slopes
10' RIPRAP _DETAILS
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGE
:1 IN SOUTH PINE CHANNEL ON SR 5
ope
BRIDGE NO. 900111
AUGUST, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO. K OF 14
Roadway Fill Slope
(Varies) 5,
Elev +5 or +10 p
,FI �4 to 12" Bedding Stor
Rubble
Roadway..
RFilter.ab
Fill Slope(Varies) ..
'
.� Fabric
Varies to match
5, v
road fill slope I:I Slope
Elev. +10
CIA ,
'1 Natural Ground
Filter Fabric
1:1 Slope
RUBBLE SLOPE PROTECTION DETAIL.
Varies to match
roadway fill slope
v °t4 to 12"
Sta 1054+00± to Sta 1066+00
Bedding
Stone
\y
\ Soo"to s000
?rtir Filter Fabric FEDERAL AID: PARTICIPATING
c
Rubble
�„ .. I:1 Slope . .
PROPOSED FILLING IN
Natural Ground
SOUTH PINE CHANNEL ON' S.R. 5
5' �•
N
N
15" to 2500 Core Rubble
BRIDGE NO. 9O'0111.
.
1 1
Filter Fabric
-
AUGUST, 1977
00
;
RUBBLE SLOPE PROTECTION DETAIL
FLORIDA DEPARTMENT OF
��
Sta 1048+15± to.
sta 1054+00}
TRANSPORTATION
�
F
a`
Y
009'28i�
t
s #yxa i l -:iy °E.a, s ,➢z". z�C C ,1"a�k,.« a ^y.P
.� s .�3q. v`#'� >t ��aa„� �3 �.z� ^r'� �'� '$:^ T
x�
d
R X !e: Y
xn
a�w
N EXISTt/W
>
o: r
:
e
OE
31
��.' M• mil/'• ..,�'
1R ,^.. ,�,f•.
:S S ^ � R �.}...
N t
�
µ,
r
. 1644
Ynw.w rr
w.....rrµ�r+r.
w
l
ti
J i
r