Resolution 091-1978RESOLUTION NO. 91 -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 bridge;
place fill below and above the mean high water line; dredge below
and above the mean high water line to facilitate pile driving and
provide barge access under proposed bridge at Snake Creek Channel
(SJN: 90060-3536), File No. 44-37-3683, Monroe County (a copy
of the application is attached hereto 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
Page 1 of 2 Pages
APPROVED ON Ll ` y •
BOOK PAGE , ,
feeding grounds for marine life, including
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
2,53.124(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,-
Mayor and Chairman
(Seal)
I HEREBY CERTIFY that this document
has. been . reviewed for legal suffi-
ciency. and that t'rie same meets with
my approval.
By
_— "r, �X
Attorney's Office
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
2562 EXECUTIVE CENTER CIRCLE, EAST
MONTGOMERY BUILDING
TALLAHASSEE, FLORIDA 32301
REUBIN O'D. ASKEW
GOVERNOR March 17, 1978
Monroe County Board of County
Commissioners
c/o Virginia Pinder
Monroe County Courthouse
Key West, Florida 33040
Dear Ms. Pinder:
File No. 44-37-3683, Monroe County
Florida Department of Transportation
Snake'Creek'Channel;'(SjN: '90060=3536)
JOSEPH W. LANDERS, JR.
SECRETARY
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_850-ft. long by:42-ft. 9-in. wide
single -leaf bascule bridge parallal and 70 ft. south of the existing
bridge centerline at Snake Creek Channel. Pile caps will be extended 5
feet.on the north side of the bridge to support the Keys Aqueduct 24-in.
water main. The existing bridge will be.completely removed, hauled from
the project and disposed of by the applicant's contractor. Bridge
construction will require the placement of 20,249 cu. yds. of material F
"on the Miami end and 176-cu. yds, of material on the Key West end, both
landward and waterward 'of the mean high water line, -to create the appropriate
road slopes. Approximately 5,784 cu. yds. of material will be dredged
from 1.12 acre of submerged and transitional zone land for the install-ation
of bridge piles, rest pier, bascule pier, subaqueous -water main and to
provide for work barge access. All recoverable dredge material will be
deposited on Department of Transportation upland right-of-way or bridge
approach embankments.
Submerged bottoms in the project area are composed of shell fragments
and marl mixed with organic debris. Vegetation in the immediate area
consists of turtle. grass and several species of .macroscopic algae.
Numerous fish, including grunt, snapper, anglefish, parrotfish and
sergeant major, were present at the time of the survey.. In addition,
benthic marine invertebrates were prevalent throughout the project area.
Monroe County Commissioners
Page two
March 17, 1978
Upland vegetation was restricted to the southeast side of the project
area, and consisted of red, white and black mangroves and buttonwood.
The project as proposed, will fi11.0.59 acres of transitional zone land
and 0.23 acre of submerged land.
The or application proposed a 230-ft. long fixed span bridge that
required filling along the Atlantic shoreline of the existing approaches.
The revision proposes a longer, higher bascule bridge that will reduce
the amount of filling required for the bridge approaches. Therefore,
the adverse comments expressed in the department's biological survey
(April 9,1976), regarding projecting bulkheads and filling, are no
longer relevant.
Pursuant to the requirements of Section 253.124(_3), Florida Statutes,
the preceding comments should be duly 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 resolutlion (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.
Sincerely,
J�
Thomas L. Hart, Ph.D.
Standard Permitting Section
cc: Freddy Miller, DOT, Tallahassee
Glen Boe, DER, Marathon
STATE O." F1,G_ _ DA
OF F'I'ViFONk',;,'`J'AL RFG111LATION
S11ANDARD LPFLIC'MCI 'N FOR hTEW-111'P/CEI:TlFICATION
TO VMFLK Ih/0N - i'HF. ;:A`1'ERS OF THE S` IATE
LLirections� to the applicant:
FOR OFI'ICE U:IL ONLY
Fee Code
please
lease
type or
t} �
print in
F
black ink. Fill in all blanks.
�
'0.*.7
`''�•�
'``
: �:';
VY
Tf
i.tif_orrr,ation
requested
IS not applicable, indicate
'I977
by
placing N/A
in blank.
Complete/submit the exhibits
listed
in the
applicable
sub -section.
BE
SURE THAT THE APPLICATION IS SIGNED AND DATED.
Items I-VII to be filled out: all applicants` in Item VIII, complete Sub-
:.e.ction AYC or D, as ap,7licai)le.
I. Applicant Information:
A. Name of Applicant Florida Department of Transportation
B. Address of Applicant 605 Suwannee Street
(Street or Route)
Tallahassee Florida 32304.
City (State) (Gip Code)
Telephone No.: Day _ Evening_
C. Authorized Agent (if applicable) Freddy G. Miller
(If agent is not a member of the Florida }gar or a duly registered
engineer or surveyor under- the law: of Florida, the application
must be accompanied by a written :eta+-ement signed by the appli-
cant, authorizing the agent to act on behalf of the applicant in
securing the permit and accepting the permit and its stipulate or-.s . )
Add.-ess of Agent_
(Street or Route)
(City) v (State) (Zi.p Cade)
Telephone No.: Day_, _ _ Even i-ng _
D. Names and addres ses of abut%ing riparian owners
See sketches and attached sheet
See sketches and attached sheet
II. Location of Project Site:
ft. County Monroe Section 23 Town�hi}' 63 range 37F
B. If pr.opo_ ect work is witliill city liiili_ts, give name of city
Street address of proposed I;r.oject (or_ attach direci.ions if there
is no address or if project ntciy be difficult to locate)
Snake Creek and SR-5 (US-1)-, Florida Keys __
C. Name of=-afiecicci h�ciy (ic:,) of _:'atcr Atlantic Ocean and' Gulf of Mexico
Natural x flan -made
F=LP.:i 16--2 (10/75) F,age 1.1 of 16
III, Description and Intenac�d Use of Project:
1':. `,'ype of con truc:ti u r (c`i�2ck applical-le i tQ111S)
( ) 1 . Access chl-,nnel ( ) 12. MC-tr. ina or ,Commercial
( ) 2. Seawall ( ) 13. Boat ramp
( ) 3. Storm senrrei cutfal� ( x) 14. Bridges and/or trostle
( ) 4. Disposal of caste. water { ) 15. Mooring, dolphins, etc.
( ) 5. Maintenance dre:?(Jing ( ) 16. Groins and jetties
( ) 6. Drai.na<;e canal ( x) 17. Filling
( ) 7. Boat basin ( ) 18. Reclamation
( ) 8. Overhead utility ( ) 19. Artificial reef
( ) 9. Subaqueous utility ( ) 20. Other
( )10. Dredging to obtain fill
( )11. Dock (private) _
B.• Brief explanation of project _ Construct a concrete bridge; Place
fill below and above MHW; dredge below and above MHW to facilitate
pile driving and provide barge access under proposed bridge. _
C. Intended use of project, describe:ED Private; M Commercial; ® Pualic
Transportation Purposes.
IV. Permit numbers ('including SAI number for federally funded project:) and
issue dates of previous Departriient of Army Corps of Engineers, Local.,
or State permits or Water Quality Certification for work, if applicable
(or other applicatio:i, currently being processed)
SAI #74,0583; Monroe County Resolution #25-1976_
If any permit or application for certil icy tii on has ever been denied for
this project, please explain: — None
V. If any dred'i.ng or filling (including backfilling) is proposed, corrrnlete
the following:
A. Type of fill. material ( ) Native limerock
dredge niateri.al { ) Limerock
B. Volumc tc� be drr�lc;c�d_/t_;:c_�: �.ted _Volume to be filled _
1, 570-------cuyards 15,892 cubic yards
abo-�'c• I'lliVI*or 011W above MIIV7*or 0I1i1
3,900 cubic yards 4,533 cubic yards
I,( -?ow I;11',: or 0"0 _^— _ bel.o;; 1,,1E-7 or OH!.?
C. Me-thod of contain.c:c_nt: and Location of spoil:,*
See drawinqs _
D. I`;ethod used -Co pr(,rent s i _I t.rt ion of surrounding waters:
Floating silt curtain (in areas adjacent to causeway filling)
E. Type o1 equip;i,c:nt used Geneal highway and bridge construction Equipt.
i'. How wi 1 ] it be l�rol!tlht. to-t he site? Trucked and barged
VI. glean/Ordinary Iligli V:.ter 1i7.e w"tf, di, termined by:
x Rc q if;terc.d r•urvc yc:i Historical date: --maps,
-- and/or en(l i r:C1er — —photographs , etc.
Estir.:atc },r, rrr�.�l; c._,nt: _ _ Other
I OTI,: The u};i)l icr,nt rn_ty l.:c rc cl,ai I to hay thc_ Rureau of ^State Lary::;, -
Department of Natui-a] 1'.r:.c;urcc f.or. tltc vZ�luc� of dredge material, rtd
the 'Mllt; or 01It1 a:; the l.)asi:; for thinformation in V rrav not
be acceptable for I>ur } o s�_ f� of deterrr,in _nq tho amount of money owc':9 the
st�-:t.e.
*t7i.thin the suhi,,,,,r-ced cr tr i:isition runes.
"Attach authorization for 1-ise of spoi-1 area if not. on applicant's property.
VII . Poi lut ion Cont!—o] Con-'] 6�2rttt _innt7 :
A. I`lE ti1C1d cf d; of qny liquid/solid wastes
incluL,ii19 wa Ear runoff to }fi(generated at the site
Silt barriers, sand bags, hay bales, etc.
B. Iiunof L sr c'i� , large .ail }-X) wi i 1 not. ( ) enter_ the acla cent waters
as a Iesult o; project censtructi.on or planned use of the area
following pre ject ccmpletion.
'III. PLEASE SLLECT THE APPLICNBL! SUB -SECT) ON AND COMPLETE THE REQUIRED
EXriIBITS
A. Artificial reef;
B.- DocYiny facilities, other than dock for single family dwelling;
C. Recla nation of land;
( D. ) All other project.
A. Artificial Pec:f:
*l. What material is being used? Itemize
2.
F%hat are the coc;r.d1J1EAes of t11e center?
Latitude Longitude
3.
_
What is the AntAnce from t.hc nearest- eline?
4.
What is the method of stabilization after deposition?
5.
At_tach lr ccpics oast etc11 or_ U. S. Coast & Geodetic
Survey
Chart showing position and dil:Iensions, distance from
shoreline,
water depths at mean low water, and position of buoys
marking
location during, construction.
6.
Crosf: sect; on of 1:�ro},OSed reef with dimensions and depth
of
r
tag of rep.._ a L lc�•: wzlt_cr.
7.
At.tach original Certificate of Good Standing from the
Office
of secretary of St�te, if app3 i dint is a corporation.
G.
Attach S200 fue ( 150 for biological survey and water
quality
assessment and ;50 for appli-cation processing).
I (we) jgr.-ee to pro -,.Tide any additio_1L1 information/data that may be -
necessary to provdae reanon&ble assurance or evidence to show that
the pI_o4>"ped pro jcct: will conply with the applicable State Water
Quality KUndards or ogler cnvilon'Tental protection standards both
during co ;st.ructi.c- , and after the project is Completed. I (we) also
a(.jree to provi6c entry to the P O_jecL site fOl KsPeCtC1?_ s from thE'
prC)j('-ct1OI-1 a,,(encins for the purpose of Illii'1:ing prelimi-
nary analyses of the Site aNj run l t o i ng P`'rmi tt ed Works, if permit
is grantcd.
(Date)
C1 � 1
SO t 19-11
t•ItC':11I::C mat-e2 is :., h.`.pa in l:(J'1: ti Lift_IC)n
car Kod i e , Ulll. 61,14r
1' , 14r Q, ` ill"
F
ENVIROfjlI,;t i; il.i_ r'; NMITTING
Iicant 1 : or i< cnt' s • signature) -
_1111vironmen-tal Permit Coordinator
(Tittle)
of. reef; for example, 50 tires, 25
C. Fill areas with dimensions;
d. Location of construction with dimensions;
e. All property lines of applicant with dimensions;
f. Approximate line of mean or ordinary high water in areas
outside tidal influence.
g. Insert or map showing project location.
2.
Attach 16 copies of cross sectional drawings, (8," by 11"
or 8" by 10Y") prepared by a registered engineer or surveyor
showing applicable features as listed:
a. Dredge or excavation areas with dimensions;
b. Line of mean low water in relationship to line of mean
high water (if applicable);
C. Fill areas with dimensions;
d. Construction showing type of construction with
dimensions.
3.
Attach vertical aertial photograph of project area, scale
1:24,000 (1"=2,OOO ft.) or greater (more detailed).
4.
Attach local approval from the Board of County Commissioners.
City Council for projects invloving fill below the line of
mean high water pursuant to Chapter 253, Florida Statutes.
In order to obtain local approval required by Section_ 253,
Florida Statutes for filling, a biological survey conducted
by the Department may he required.
5.
Attach Certificate of Good Standing from the Office of
Secretary of State, if applicant is a corporation.
6.
Attach affidavit of ownership or control to upland property.
where applicable.
7.
Attach $200 fee payable to the Department of Environ-mental
Regulation ($150 for biological survey and water quality
assessment and $50 for application processing).
8.
Attach copies of any applicable Board of. Trustees of the
Internal Improvement Trust Fund deeds.
I (we) agree to provide any additional informatics/data that may be
necessary to provide reasonable assurance or evidence to show that
the proposed project i,,-11 comply with the applicable State Water
Quality Standards or other -environmental protection standards both
during construction and after the project is completed. I (we) also
agree to provide entry to the project site for inspectors from the
environmental protection agencies for the purpose of maki.rg prelimi-
nary analyses of the site and monitoring permit -ed works, if perrii.t
is granted.
(Date) pplica tAo�rAge�nts signature)
.n -irnnmgntaI t Cnn,-liinatnr
(Title
PEMM 16-2 (10/75) Page 16 of 16
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VICINITY MAP
FROM b OMWE COUNTY HIGHWAY MAP
PROJECT NO. 90060 - 3536
PROPOSED FILLING AND DREDGING IN
SHAKE CREEK CHANNEL SR 5 MONROE COUNTY
FLORIDA DEPARTMENT OF TRANSPORTATIO
Alternate D-2 31
sheet df, 12
July. 1977 ':,`
Gulf of Mexico Shoreline
RNL o SHEET NO, 2
RNL 1� s:
FT-
Subaqueous Crossing - - - - - - - - Relocated Water Main
PP, FJSEL HRICGE v
— Existing Bridge To Be Removed
-r
Fender - --- o (( - - -- - ---- —.� -
Chonr.el
If.
Fender v �+
TO KEY WEST Arlo tic Oc• _
Red Navigation Light PLAN (RNL) RNL TC MIAMI
850`1 Overall I tilriftf Length
0 50 Igo GNL Open
5 Scale in Feet r- RNL Closed
Control
Single Leaf Bascule Moveable Span
10 Min. Vert. Clearance MHW = 25.4' (closed)
House Min. Vert. Clearance MLW : 26.4' (closed)
Min. Horix. Clearance Face to Face of Fenders -- 60'-0"
+3.0°/
_;3.00 30
2 1 Slope I
Riprap)
Dredge Area--) EI. 5.0_ J
+ I uI I `Rest Pier .
-
5 42'- 9 Bascule Pier MHW = +0.8
ELEVATION MLW a -0.2
Relocated
Water Main
30"or 36" 0 Hole
For Pile Driving
(Re loco led -
Water
to Main
w ran tr
o,
¢ O Typical Section Through* Proposed Bridge
O O FOUNDATION CONSTRUCTION
m Water Reference Datum N.O. A.A. METHOD
20-
21 -
Slope 10
(Riprjp)
0
-10
Ore:;e Area -20
(See Sheet 12 for deta:.$)
FEDERAL AID PARTICIPATING
PROPOSED CONSTRUCTION OF
BRIDGE OVER SNAKE CREEK
CHANNEL ON S. R 5
BRIDGE NO. 900077
July, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
1. •
SHEET NO. 3 OF 12
65
To Key West
R/W
Begin Const.
Sta 47+00 =
�. Existing Roadway E
LEGEND
Limit of Transition Zone
MHW (+0.8)
Const. (Alt. D-2)
Approximate End of
Transition Zone
.. .... '
0 50 100
Scale In Feet
MLW (-0.2) """."""""" FEDERAL AID PARTICIPATING
Toe of Slope ------ PROPOSED FILLING IN
Parcel Number ® SNAKE CREEK CHANNEL ON S.R. 5
Dredge Area
BRIDGE NO. 900077
LO Fill Area (submerged ® JULY, 1977
WT and transition zone)
CrW FLORIDA DEPARTMENT OF
0o Rubble TRANSPORTATION
7-rn
66 70 R/W SHEET N0. 4 OF-12,,--
7TM_...
g To Key west t To Miami_r=`. I
L Gulf of Mexico
� a
R/W R/
-- Channel Existing bridge`
to be removed [:
Existing roadway ,.........- -
�.E�
End Bridge :a
r-T- --- ---- --- -- —r—i Sta 73+96.22
....
Begin Bride L-L - --- -- -----ice ti-
Const. (Alt. D-2) j\ �,Sta 65+46,22
LIV
i
Control
House
R/W
Floating silt barrier
'."TP37'T%Y7`i7
Fenders under --
bridge
Atlantic I Ocean
PROPOSED CONST. QUANTITIES
eEndest
End 1
Totals
Est. Fill Area Submerged Land
0.05 Ac.
0.18 Ac.
0.23Ac.
Est. Fill Area Transition Zone
0,01 Ac.
0.58 Ac.
0.59 Ac.
Est. Fill Volume Submerged Land'
34 CY
4,499 CY
4,533 CY
Est. Fill Volume Transition Zone'
142 CY
15,750 CY
15,892 CY
Est. Dredge Area Submerged Land
0.46 Ac.
0.41 Ac,
0.87 Ac.
Est. Dredge Area Transition Zone
0.11 Ac.
0.14 Ac.
0.25 Ac.
Est. Dredge Volume Submerged Lands
2,362 CY
1,538 CY
3,900CY
Est. Dredge Volume Transition Zone
637 CY
933 CY
1570 CY
�-Floating silt barrier
Note : See sheet 12 for
detail of dredge area.
nLo
wT * Volumn includes dredging 65 C.Y. for Pile Holes, 350 C.Y. for Rest Pier, 1000 C.Y.
of(0 fcr Bascule Pier, and-2485 C.Y. for barge access and Water Main relocation.
'� *oEstimated volumes include rubble.
Water Reference Datum N.O.A-A.
a
J
� L
U
0 50 100 2
Scale In Feet
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGE IN
SNAKE CREEK CHANNEL ON S.R. 5
BRIDGE NO.900077
JULY, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
75 80 1 SHEET NO. 5 OF 12
1
•
Dredge material will be utilized in the proposed
embankment, subject to the Department of
Transportation embankment utilization specification
or disposed of in suitable upland areas provided,
by the Contractor.
To Miami so
0 50 100
Scale In Feet
FEDERAL AID PARTICIPATING
PROPOSED FILLING IN
SNAKE CREEK CHANNEL ON S.R. 5
BRIDGE NO. 900077
JULY, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
1
0
In
Ln
W fn
01
ar O
00
20
ADJACENT RIPARIAN OWNERS
Parcel No. Owners
O
Frank A. Froehling
3323 Poinciana Avenue
Miami, Florida 33133
O
James E. Shaw
9/o Snake Creek Lodge
P.O. Box 740
Islamorada, Florida 33036
O
Keytel, Inc.
c/o R. E. Bowen
685 Granada Concourse
Miami, Florida 33138
®
Snake Creek Development
Nelson and Feldman, Esq.
1135 Kane Course
Bay Harbor Island
Miami Beach, Florida 33139
Water Reference Datum N.O. A . A.
SHEET NO. 6 OF 12
FEDERAL AID PARTICIPATING
PROPOSED FILLING
IN SNAKE CREEK CHANNEL
ON S . R .5
BRIDGE NO. 900077
JULY, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
1
0.
15
E
A
U
Existing Const.
Roadway
Proposed 6:1 Slope
Existing Slops- +►l\
\\ MHW+0.8
0 MLW -0.:
SECTION THRU ROADWAY AT STA. 58+00
SECT. A —A
w
IM
U1
W to
01
irO
z Un
Oo
20 Water Reference Datum N.O. A. A.
0 ld 20
Horiz. ' Seale
FEDERAL AID PARTICIPATING
PROPOSED FILLING
IN SNAKE CREEK CHANNEL
ONS.R.5
BRIDGE NO. 90007 7
J ULY. Iy77
FLORIDA DEPARTMENT OF
TRANSPORTATION
J
0
0
SHEET OF 12
30
Const. -.
25
Ppose""~` .
.5:1 So•.
20 =k--
-ro
15Existing
Roadway
10 /
Rubble protection
/ �-Existing Slope at toe of slope
/ (see sht.12 for detail)
0 lo' 2d
Horiz. Scale'
MHW +0.8 FEDERAL AID PARTICIPATING
0 MLW -0.2 0
PROPOSED FLEEING
IN SNAKE CREEK CHANNEL
SECTION THRU ROADWAY AT STA 65+00 ON S. R .5
0 SE.CT. B— B BRIDGE NO. 90007 7
WM JULY, 1977
0,
Z o FLORIDA DEPARTMENT OF
00
m TRANSPORTATION
beater Reference Datum N.O. A . A.
I
0
0
. i
0
ro
to
W ro
0 1
(to
00Z (D
20
a)
30
25
20
15
F
SHEET NO. 9 OF 12
Cont.
Proposed
2.5:1 Slope
Existing Roadway
Existing SIOPO
0 16
Horiz. Scale
MHW +0.8
MLW -0.2 O -F
SECTION THRU ROADWAY AT STA. 74+00 I PROPOSED FILLING
SECT. C-C
Water Reference Datum N.O. A. A.
Rubble protection
at toe of slope
(see sht. 12 for detail)
kAL AID PARTICIPATING
IN SNAKE CREEK CH ANNE L
ON S. R. 5
BRIDGE NO. 900077
JULY, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
L�
1
- m
_ nMn
W M
01
ir0
0
.0
10
5
�.L Cone t.
� Ex1etIAS
ExIs tin 9
Slope
��—^--------,��----------------
MLW -0.2 0
SHEET NO. 10 OF IS
SECTION THRU ROADWAY AT STA. 79+ 00
SECT. D—D
Watet Reference Datum N.O. A.A.
Proposed 611 Slop+
4 19' 20'
ftil. Scale
FEDERAL AID PARTICIPATING
PROPOSED FILLING
IN SNAKE CREEK CHANNEL
ONS.R.5
BRIDGE NO. 90 00 7 T
JULY, 197T
FLORIDA DEPARTMENT OF
TRANSPORTATION
1
U
Bridge Deck
Pier Column
Exlef11
Channel
I Blew -24=
Elevation
44'= —�
T
l0'3
l
Area of dredge -/ Plan
REST PIER
Construction Sequence 1 6'3 from face
I. Drive sheet piles. of pier El ev.
Precast
2. Excavate to bottom of seal.
conc. Piles Timber
3. Pour seal. Wales
4. Dewater and pour footing. Galvanized
5. Pour pier in stages. Cables �
Concrete _
Depth of Dredge-----,,.,
Area For Main
Piers 16't to
Elev. -24 t
Spread Footing
G
Conc. Seal Elev. -243 e
Alternate Const. Seauence
Ia. Place silt- barrier and
to excavate trench.
to 2a Place sheeting
o �, 3a, 4a a 5a (see 3,4 Ik 5 above)
0:0 ,
zw
00
m Water Reference Datum N.O. A.A.
V
Fender Detail
Precast pilings to be
placed in 30'0 drilled
holes. (See detail, sht.2)
NQ,IF 12
Control House SHEER ; ,�,..,_...
Bridge Deck
!S7Ft1--1j
Elevation
aa'3
I
2e'3
redne
iCUI
Existing
Channel
B
Spread
Footing
Conc. Seal
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGE
IN SNAKE CREEK CHANNEL
ON S. R. 5
BRIDGE NO. 900077
JUI_Y, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
'1:
•,
r- LMIll
0 10 20 30
scab 1n Feet 1-, lli Proposed Bridge .
42'— 9" 100
Existing 'Roadway 0.02%ft.-�
Existing Channel Bottom
:dge of Pavement
Edge atShoulder
Elev. ' S
Existing
Side IS to
M.H.W.+0.8
Riprap 2:1 -1
to Slope With
ro
to 1' 6" Stone SECTION E—_ E
w ro and Slurry
01
zw DREDGE DETAILS
00
20 Water Reference Datum N.O. A . A.
SHEET N0._I QF 12
Edge of Approach Slab
ram-•:,
Edge d Shoulder �y
ll' 6"Stone LSIgr4jt
/This !ppsrMmatic
road gay- i1�P-hope
`mow _•*^-;_--�---
.0
lope
Ae
Ex I „w-IP : of
3 I�-6" Stone 6 Slurry
2@1 Slope
3= 0"
Elev. 3.0
211 Slop
M.".W�0.6 Hobble
M.L.W-0.2
Existing Ground `
Section Thru Forward Slope
of Proposed Bridge
R i prop Details
FEDERAL AID PARTICIPATING
M.L.W.-0.2 PROPOSED FILLING AND DREDGE
IN SNAKE CREEK CHANNEL
ON S . R.-5
1 Slope BRIDGE NO. 9000TT
JULY, 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
05
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