You can copy from here when filling out the rest of the page.
Miami-Dade County. City of Doral. Doral, Florida.
PROJECT PURPOSE:
Basic: The basic project purpose shoreline restoration.
Overall: The overall project purpose is to restore the shoreline in of an existing canal in the city of Doral.
TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of Engineers (Corps) has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) and Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. §403) as described below:
APPLICANT: Carlos Arroyo
City of Doral
8401 NW 53rd Terrace
Doral, FL 33166
WATERWAY AND LOCATION: The project would affect waters of the United States associated with Dressel's Canal. The project site is located between NW 97th Ave. and NW 87th Ave, just south of NW 36th Street in Section 28, Township 53S, Range 40E, Doral, Miami-Dade County, FL 33122
Directions to the site are as follows: The site is located just south of Doral Blvd. (NW 36th Street) on the Dressel's Canal between NW 97th Ave. and NW 87th Ave. Can be accessed by any number of routes depending on origin.
APPROXIMATE CENTRAL COORDINATES: Latitude:25.80798°
Longitude: -80.34525°
PROJECT PURPOSE:
Basic: The basic project purpose shoreline restoration.
Overall: The overall project purpose is to restore the shoreline in of an existing canal in the city of Doral.
EXISTING CONDITIONS:
The wetland system consists of a freshwater canal system. The onsite vegetation consists of opportunistic plants in a flood control canal. The existing area surrounding the project area consists of residential and commercial properties.
PROPOSED WORK: The applicant seeks authorization to install 8,626 linear feet of stacked geo-block product, 2,066 linear feet of stone rip rap in areas where large tree root system are embedded in the canal bank, and 6 manatee grates on existing outfall pipes; and to deploy temporary turbidity curtains in/over waters of the United States.
AVOIDANCE AND MINIMIZATION INFORMATION: The applicant has provided the following information in support of efforts to avoid and/or minimize impacts to the aquatic environment: The hydraulic head loss caused by the impact of modified canal cross section is negligent, as hydraulics of the canal are controlled by the upstream and downstream culverts.
COMPENSATORY MITIGATION – The applicant has provided the following explanation why compensatory mitigation should not be required: Compensatory mitigation is not required because our hydraulic calculations prove that the conveyance is controlled by existing culverts, and there is negligible impact caused by change in cross-sectional area in the canal (due to stone rip rap sections). See attached analysis for your use.
CULTURAL RESOURCES: Per the Standard Operating Procedures for Section 106 of the National Historic Preservation Act Compliance for the State of Florida, dated 21
November 2016, the work is limited in nature and scope; therefore, no additional 106 review is needed (section 6, part iii).
ENDANGERED SPECIES: The Corps has determined the proposed project: “may affect, but is not likely to adversely affect” the Florida Bonneted Bat (Eumops floridanus), and will have “no effect” on the American Crocodile (Crocodylus acutus), Wood Stork (Mycteria americana), and the Everglades Snail Kite (Rostrhamus sociabilis) or its designated critical habitat. The Corps will request U.S. Fish and Wildlife Service concurrence with this determination pursuant to Section 7 of the Endangered Species Act.
Florida Bonneted Bat (FBB): The project site is located in the FBB Consultation Area.
Use of the 2013 FBB Effect Determination Guidelines resulted in the sequence 1 > 2a “may affect but is not likely to adversely affect” the FBB. The Corps requests U.S. Fish and Wildlife Service concurrence with this determination pursuant to Section 7 of the Endangered Species Act. American Crocodile: While the project is located within the crocodile consultation area, the parcel is not accessible to the crocodile. The species nests in sand, mud, and dead vegetation along the edge of suitable aquatic habitat. The shoreline at the project site is stabilized by geo-blocks. Therefore, the area could provide foraging habitat; however, it is not expected to provide nesting area for the species. In consideration of the lack of nesting habitat at the site and the mobility of the species (which would allow avoidance of the area during the implementation of work), the Corps has determined that this project would have “no effect” upon this species. Where the Corps makes a “no effect” determination to a listed species, no further consultation is required.
Wood Stork: Potential impacts to the Wood Stork were evaluated using Corps of
Engineers, Jacksonville District, and the State of Florida Effect Determination Key for the Wood Stork in Florida, May 18, 2010 (Wood Stork Key). Use of the Wood Stork Key resulted in the sequence A > “no effect” The Corps has concurrence with this determination pursuant to the Effect Determination Key for the Wood Stork dated May 18, 2010.
Everglades Snail Kite: The proposed project falls within the consultation areas for the Everglades snail kite. However, the proposed work will have no impacts on native wetland vegetation that may be used by the apple snail (Pomacea paludosa) which is the main prey species for the Everglades snail kite. Therefore, the Corps has made a “no effect” determination for the species. When the Corps makes a “no effect” determination, no further consultation with Services Agencies is required.
ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation with the National Marine Fisheries Service on EFH as required by the Magnuson-Stevens Fishery Conservation and Management Act 1996. The proposal would impact a freshwater canal system; therefore, the Corps has determined that no substantial adverse impacts to EFH will result from the proposed action. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service.
NOTE: This public notice is being issued based on information furnished by the applicant. This information has not been verified or evaluated to ensure compliance with laws and regulation governing the regulatory program. The jurisdictional line has not been verified by Corps personnel.
AUTHORIZATION FROM OTHER AGENCIES: Water Quality Certification may be required from the Florida Department of Environmental Protection and/or one of the state Water Management Districts.
COMMENTS regarding the potential authorization of the work proposed should be submitted in writing to the attention of the District Engineer through the Miami Permits Section, 9900 Southwest 107TH Avenue, Suite 203, Miami, FL 33176 within 21 days from the date of this notice.
The decision whether to issue or deny this permit application will be based on the information received from this public notice and the evaluation of the probable impact to the associated wetlands. This is based on an analysis of the applicant's avoidance and minimization efforts for the project, as well as the compensatory mitigation proposed.
QUESTIONS concerning this application should be directed to the project manager, Patrick Gaughran, in writing at the Miami Permits Section 9900 Southwest 107TH Avenue, Suite 203, Miami, FL 33176; by electronic mail at Patrick.M.Gaughran@usace.army.mil; or, by telephone at (305) 779-6058.
IMPACT ON NATURAL RESOURCES: Coordination with U.S. Fish and Wildlife Service, Environmental Protection Agency (EPA), the National Marine Fisheries Services, and other Federal, State, and local agencies, environmental groups, and concerned citizens generally yields pertinent environmental information that is instrumental in determining the impact the proposed action will have on the natural resources of the area.
EVALUATION: The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefits, which reasonably may be expected to accrue from the proposal, must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including cumulative impacts thereof; among these are conservation, economics, esthetics, general environmental concerns, wetlands, historical properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food, and fiber production, mineral needs, considerations of property ownership, and in general, the needs and welfare of the people. Evaluation of the impact of the activity on the public interest will also include application of the guidelines promulgated by the Administrator, EPA, under authority of Section 404(b) of the Clean Water Act or the criteria established under authority of Section 102(a) of the Marine Protection Research and Sanctuaries Act of 1972. A permit will be granted unless its issuance is found to be contrary to the public interest.
The US Army Corps of Engineers (Corps) is soliciting comments from the public; Federal, State, and local agencies and officials; Indian Tribes; and other Interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition, or deny a permit for this proposal. To make this determination, comments are used to assess impacts to endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.
COASTAL ZONE MANAGEMENT CONSISTENCY: In Florida, the State approval constitutes compliance with the approved Coastal Zone Management Plan. In Puerto Rico, a Coastal Zone Management Consistency Concurrence is required from the Puerto Rico Planning Board. In the Virgin Islands, the Department of Planning and Natural Resources permit constitutes compliance with the Coastal Zone Management Plan.
REQUEST FOR PUBLIC HEARING: Any person may request a public hearing. The request must be submitted in writing to the District Engineer within the designated comment period of the notice and must state the specific reasons for requesting the public hearing.
DEPARTMENT OF THE ARMY
JACKSONVILLE DISTRICT CORPS OF ENGINEERS
9900 SOUTHWEST 107TH AVENUE, SUITE 203
MIAMI, FLORIDA 33176
January 5, 2018
REPLY TO
ATTENTION OF
Regulatory Division
South Permits Branch
Miami Section
PUBLIC NOTICE
Permit Application No. SAJ-2017-03045(SP-PMG)
TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of
Engineers (Corps) has received an application for a Department of the Army permit
pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) and Section 10 of the
Rivers and Harbors Act of 1899 (33 U.S.C. §403) as described below:
APPLICANT:
Carlos Arroyo
City of Doral
8401 NW 53rd Terrace
Doral, FL 33166
WATERWAY AND LOCATION: The project would affect waters of the United States
associated with Dressel's Canal. The project site is located between NW 97th Ave. and
NW 87th Ave, just south of NW 36th Street in Section 28, Township 53S, Range 40E,
Doral, Miami-Dade County, FL 33122
Directions to the site are as follows: The site is located just south of Doral Blvd. (NW
36th Street) on the Dressel's Canal between NW 97th Ave. and NW 87th Ave. Can be
accessed by any number of routes depending on origin.
APPROXIMATE CENTRAL COORDINATES: Latitude
Longitude
25.80798°
-80.34525°
PROJECT PURPOSE:
Basic: The basic project purpose shoreline restoration.
Overall: The overall project purpose is to restore the shoreline in of an existing canal in
the city of Doral.
EXISTING CONDITIONS:
The wetland system consists of a freshwater canal system. The onsite vegetation
consists of opportunistic plants in a flood control canal. The existing area surrounding
the project area consists of residential and commercial properties.
PROPOSED WORK: The applicant seeks authorization to install 8,626 linear feet of
stacked geo-block product, 2,066 linear feet of stone rip rap in areas where large tree
root system are embedded in the canal bank, and 6 manatee grates on existing outfall
pipes; and to deploy temporary turbidity curtains in/over waters of the United States.
AVOIDANCE AND MINIMIZATION INFORMATION: The applicant has provided the
following information in support of efforts to avoid and/or minimize impacts to the
aquatic environment: The hydraulic head loss caused by the impact of modified canal
cross section is negligent, as hydraulics of the canal are controlled by the upstream and
downstream culverts.
COMPENSATORY MITIGATION The applicant has provided the following explanation
why compensatory mitigation should not be required: Compensatory mitigation is not
required because our hydraulic calculations prove that the conveyance is controlled by
existing culverts, and there is negligible impact caused by change in cross-sectional
area in the canal (due to stone rip rap sections). See attached analysis for your use.
CULTURAL RESOURCES: Per the Standard Operating Procedures for Section 106 of
the National Historic Preservation Act Compliance for the State of Florida, dated 21
November 2016, the work is limited in nature and scope; therefore, no additional 106
review is needed (section 6, part iii).
ENDANGERED SPECIES:
The Corps has determined the proposed project: "may affect, but is not likely to
adversely affect" the Florida Bonneted Bat (Eumops floridanus), and will have "no
effect" on the American Crocodile (Crocodylus acutus), Wood Stork (Mycteria
americana), and the Everglades Snail Kite (Rostrhamus sociabilis) or its designated
critical habitat. The Corps will request U.S. Fish and Wildlife Service concurrence with
this determination pursuant to Section 7 of the Endangered Species Act.
Florida Bonneted Bat (FBB): The project site is located in the FBB Consultation Area.
Use of the 2013 FBB Effect Determination Guidelines resulted in the sequence 1 > 2a
"may affect but is not likely to adversely affect" the FBB. The Corps requests U.S. Fish
and Wildlife Service concurrence with this determination pursuant to Section 7 of the
Endangered Species Act.
American Crocodile: While the project is located within the crocodile consultation area,
the parcel is not accessible to the crocodile. The species nests in sand, mud, and dead
vegetation along the edge of suitable aquatic habitat. The shoreline at the project site is
stabilized by geo-blocks. Therefore, the area could provide foraging habitat; however, it
is not expected to provide nesting area for the species. In consideration of the lack of
nesting habitat at the site and the mobility of the species (which would allow avoidance
of the area during the implementation of work), the Corps has determined that this
project would have "no effect" upon this species. Where the Corps makes a "no effect"
determination to a listed species, no further consultation is required.
2
Wood Stork: Potential impacts to the Wood Stork were evaluated using Corps of
Engineers, Jacksonville District, and the State of Florida Effect Determination Key for
the Wood Stork in Florida, May 18, 2010 (Wood Stork Key). Use of the Wood Stork Key
resulted in the sequence A > "no effect" The Corps has concurrence with this
determination pursuant to the Effect Determination Key for the Wood Stork dated May
18, 2010.
Everglades Snail Kite: The proposed project falls within the consultation areas for the
Everglades snail kite. However, the proposed work will have no impacts on native
wetland vegetation that may be used by the apple snail (Pomacea paludosa) which is
the main prey species for the Everglades snail kite. Therefore, the Corps has made a
"no effect" determination for the species. When the Corps makes a "no effect"
determination, no further consultation with Services Agencies is required.
ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation with the National
Marine Fisheries Service on EFH as required by the Magnuson-Stevens Fishery
Conservation and Management Act 1996. The proposal would impact a freshwater
canal system; therefore, the Corps has determined that no substantial adverse impacts
to EFH will result from the proposed action. Our final determination relative to project
impacts and the need for mitigation measures is subject to review by and coordination
with the National Marine Fisheries Service.
NOTE: This public notice is being issued based on information furnished by the
applicant. This information has not been verified or evaluated to ensure compliance
with laws and regulation governing the regulatory program. The jurisdictional line has
not been verified by Corps personnel.
AUTHORIZATION FROM OTHER AGENCIES: Water Quality Certification may be
required from the Florida Department of Environmental Protection and/or one of the
state Water Management Districts.
COMMENTS regarding the potential authorization of the work proposed should be
submitted in writing to the attention of the District Engineer through the Miami Permits
Section, 9900 Southwest 107TH Avenue, Suite 203, Miami, FL 33176 within 21 days
from the date of this notice.
The decision whether to issue or deny this permit application will be based on the
information received from this public notice and the evaluation of the probable impact to
the associated wetlands. This is based on an analysis of the applicant's avoidance and
minimization efforts for the project, as well as the compensatory mitigation proposed.
3
QUESTIONS concerning this application should be directed to the project manager,
Patrick Gaughran, in writing at the Miami Permits Section 9900 Southwest 107TH
Avenue, Suite 203, Miami, FL 33176; by electronic mail
at Patrick.M.Gaughran@usace.army.mil; or, by telephone at (305) 779-6058.
IMPACT ON NATURAL RESOURCES: Coordination with U.S. Fish and Wildlife
Service, Environmental Protection Agency (EPA), the National Marine Fisheries
Services, and other Federal, State, and local agencies, environmental groups, and
concerned citizens generally yields pertinent environmental information that is
instrumental in determining the impact the proposed action will have on the natural
resources of the area.
EVALUATION: The decision whether to issue a permit will be based on an evaluation of
the probable impact including cumulative impacts of the proposed activity on the public
interest. That decision will reflect the national concern for both protection and utilization
of important resources. The benefits, which reasonably may be expected to accrue from
the proposal, must be balanced against its reasonably foreseeable detriments. All
factors which may be relevant to the proposal will be considered including cumulative
impacts thereof; among these are conservation, economics, esthetics, general
environmental concerns, wetlands, historical properties, fish and wildlife values, flood
hazards, floodplain values, land use, navigation, shoreline erosion and accretion,
recreation, water supply and conservation, water quality, energy needs, safety, food,
and fiber production, mineral needs, considerations of property ownership, and in
general, the needs and welfare of the people. Evaluation of the impact of the activity on
the public interest will also include application of the guidelines promulgated by the
Administrator, EPA, under authority of Section 404(b) of the Clean Water Act or the
criteria established under authority of Section 102(a) of the Marine Protection Research
and Sanctuaries Act of 1972. A permit will be granted unless its issuance is found to be
contrary to the public interest.
The US Army Corps of Engineers (Corps) is soliciting comments from the public;
Federal, State, and local agencies and officials; Indian Tribes; and other Interested
parties in order to consider and evaluate the impacts of this proposed activity. Any
comments received will be considered by the Corps to determine whether to issue,
modify, condition, or deny a permit for this proposal. To make this determination,
comments are used to assess impacts to endangered species, historic properties, water
quality, general environmental effects, and the other public interest factors listed above.
Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
COASTAL ZONE MANAGEMENT CONSISTENCY: In Florida, the State approval
constitutes compliance with the approved Coastal Zone Management Plan. In Puerto
Rico, a Coastal Zone Management Consistency Concurrence is required from the
Puerto Rico Planning Board. In the Virgin Islands, the Department of Planning and
Natural Resources permit constitutes compliance with the Coastal Zone Management
Plan.
4
REQUEST FOR PUBLIC HEARING: Any person may request a public hearing. The
request must be submitted in writing to the District Engineer within the designated
comment period of the notice and must state the specific reasons for requesting the
public hearing.
5
CITY OF DORAL
PLANS FOR PROPOSED
CANAL EMBANKMENT RESTORATION PROGRAM
FISCAL YEAR 58
15 :::
16
17
CITY COUNCIL
NW 58th ST
MAYOR
LUIGI BORIA
BEGIN PROJECT
STA. 10+07.87
END PROJECT
STA. 63+85.81
INDEX OF SHEETS
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PARK
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SHI. No.
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LADY OF
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29
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GENERAL N01EI
LEGEND AND ABBRE\1A1IONS
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COUNCILMAN
PETE CABRERA
COUNCILWOMAN
CHRISTI FRAGA
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DRESSE1.'S CANAL - PLANS
llRESSE.'S CANAL - (J{()SS SEC110NS
COUNCILWOMAN
ANA MARIA RODRIGUEZ
DETALS
Pl.AH1INO PLANS
LOCATION MAP
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PREPARED FOR
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1. THESE Pl.ANS HA\£ BEEN PREPARED IN ACCORDANCE WllH AND ARE GO'ttRNED BY lHE CITY or
DaVJ... STANDARDS. MIAMI-DADE COUNTY PUBLIC WORKS DEPNOMENT STANDARDS AND
SPEQACATIC»IS PARlS 1, 2 AND 3, THE MANUAL or UNIFORM MINIMUM STANDARDS FOR DESIGN,
CONSTRUC110N AND MAIN'IENANCE fOR STREETS ANO HlQIWA'VS, lHE Fl26
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VICE MAYOR
SANDRA RUIZ
CITY OF DORAL
PUBLIC WORKS DEPARTMENT
90% SUBMITTAL
8300 NW 53rd STREET SUITE 200
DORAL, FLORIDA 33166
2. ATlENllON IS DIREClED TO lHE FACT lHAT lHESE Pl.ANS MAY HA't'E BEEN ENLARGED IN SIZE
BY REPRODUC110N. THIS MUST BE CONSIDERED 'MIEN reTAINlNG SCALED DATA.
PREPARED BY
~·~ A.D.A. ENGINEERING, INC.
~
·
·
8550 NW 33rd STREET, SUITE 202
DORAL, FLORIDA 33122
SBBBT
MARCH 2016
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GENERAL NOTES
1.
GENERAL NOTES (CONTINUED)
ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CllY OF DORAL, MIAMI-DADE COUNTY
PUBLIC WORKS DEPARlMENT, FLORIDA DEPARTMENT OF lRANPORTATION, SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), AND ALL OTHER
LOCAL AND NATIONAL CODES WHERE APPLICABLE.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED.
3.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION.
4. UPON RECEIPT OF NOTICE OF AWAAD AND AFTER OBTAINING AN ENGINEERING CONSTRUCTION PERMIT FROM APPUCIBLE AGENCIES, THE
CONTRACTOR SHALL AA.RANGE A PRE-CONSTRUCTION CONFERENCE TO INCLUDE THE CITY OF DORAL, THE CITY PUBLIC WORKS DIRECTOR, AND THE
ENGINEER OF RECORD.
5.
CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL AT 1-(600)-432-4770 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY DIGGING TO VERIFY
THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST BE PRESENT \\HEN UTILllY COMPANIES LOCATE lHElR FAClLITIES.
6.
THE CONTRACTOR IS TO USE CAUTION Yfl-IEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES.
THE CONTRACTOR SHAU. BE RESPONSIBLE FOR REPAIRING OR REPLACING AT HIS OWN EXPENSE ANY ITEMS DAMAGED
DUE TO HIS PERSONNEL OR EQUIPMENT INSIDE AND/OR OUTSIDE OF' TIHE CONSTRUCTION AREA.
31 .
CONTRACTOR SHALL INSURE THAT ALL MUD OR ANY OTHER TYPE OF DEBRIS IS CLEANED FROM ADJACENT ROADWAYS
(WHERE APPLICABLE) AT TIHE END OF' EACH DAY. CONTRACTORS SHALL BE LIABLE FOR ~y PERSONAL OR PROPERTY
DAMAGE CAUSED BY ANY TYPE OF DEBRIS LEFT ON ROADWAYS AND/OR PEDESIBIAN WAYS.
32.
CONTRACTOR SHALL AVOID DAMAGING EXISTING IRRIGATION SYSTEMS. IN CASE OF' DAMAGE, THE CONTRACTOR SHALL
REPLACE IRRIGATION SYSTEMS TO MATCH EXISTING CONDITIONS AND LOCATION.
33.
THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND
EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. THE CONTRACTORS ARE DIRECTED,
PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION
REGARDING THE ACTUAL CONDITIONS THAT Will. BE ENCOUNTERED, AND UPON WHICH BIDS Will. BE BASED.
SOIL EROSION, SEDIMENT. AND TIJRBIDITY CONTROL GENERAL NOTES
7. EXISTING UNDERGROUND UTILITIES. IF SHOWN ON THE DRAWINGS, HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE REQUIRED TO MARK ANO CLEARLY DELINEATE LOCATIONS OF EXISTING UTILITIES WITHIN AREAS OF WORK PRIOR TO
EXCAVATION TO AVOID DAMAGE. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO LOCATE, IDENTIFY AND MARK EXISTING UTILITIES BY
FIELD VERIFICATION, COORDINATION WITH UTILITY COMPANIES AND ELECTRONIC OR OTHER SUCH DETECTION TECHNOLOGY AND MEANS AND SHALL
BEAR ALL COSTS FOR THIS WORK.
i
30.
1.
TIHIS PROJECT IS SUBJECT TO ALL RELATED ENVIRONMENTAL REQUIREMEflfTS WHICH INCLUDE A "CON"JROL OF EROSION AND
SEDIMENTATION PLAN". THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR
PROPER CONTROL OF EROSION DUE TO SEDIMENTATION RUNOFF FROM THE SITE PRIOR TO CONSTRUCTION OPERATIONS IN
A PARTICULAR AREA. All. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF
CONS"JRUCTION. FIELD ADJUSTMENTS WITH RESPECT TO LOCATIONS AND DIMENSIONS MAY BE MADE BY THE ENGINEER l>S
REQUIRED.
2.
EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RAIN FOR DAMAGE ~D GENERAL
EFFECTIVENESS. ~y DAMAGED OR INEFFECTIVE CONITROLS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR.
3.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED, IF DEEMED NECESSARY, BY THE ON-SITE
INSPECTOR.
11. IF UPON EXCAVATION, AN EXISTING UTIL/lY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCT/ON OR TO BE OF A SIZE OR MATERIAL
DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF DORAL PUBLIC WORKS DIRECTOR.
4.
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. TEMPORARY AND PERMANENT MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR.
12. CONTRACTOR SHALL PROVIDE HIS OWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL CONTROL.
5.
ALL TEMPORARY SEDIMENT CONTROL DEVICES SHAU. BE LEFT IN PLACE AND MAINTAINED UNITIL THE AREA HAS BEEN
COMPLETELY STABILIZED WITIH PERMANENT VEGETATION .
6.
ALL CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF t.AUD ON
TO ANY PUBLIC RIGHT-OF-WAY. THIS SHALL REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS REQUIRE. ALL
MATERIALS SPILLED, DROPPED, W/>SHED OR TRACKED ON TO PUBLIC RIGHT-OF-WAY OR INTO STORM DRAINS SHALL BE
PROMPTLY REMOVED BY COmRACTOR.
7.
FLOATING TURBIDITY BARRIERS SHAU. BE INSTALLIED ANO MAINTAINED AS CLOSE AS POSSIBLIE TO THE CONSTRUCTION
OPERATION UPSTREAM AND DOWNSTREAM OF C~Al.S. TURBIDITY BARRIERS SHALL BE INSTAU.EO IN ACCORDANCE WITH THE
PLANS AND DETAILS.
8.
TURBIDITY SCREENS OR EQUIVALENT SHALL BE PROPERLY EMPLOYED AND MAINTAINED AS NECESSARY DURING
CONSTRUCTION ACTMTIES SO TIHAT TURBIDITY LEVELS DO NOT EXCEED 29 NTU's ABOVE NATURAL BACKGROUND 50 FEET
DOWNSTREAM OF POINT OF DISCHARGE. IF TURBIDITY LEVELS EXCEED THESE LIMITS, PROJECT ACTIVITIES SHALL
IMMEDIATELY CEASE, AND WORK SHALL NOT RESUME UNTIL TURBIDITY LEVELS DROP TO WITHIN THESE LIMITS.
9.
CONTRACTOR SHALL SOD GRASS AREAS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.
6.
AS-BUILT INFORMATION FOR ALL UTILITIES WAS NOT AVAILABLE AT THE TIME OF' DESIGN.
EXISTING UNDERGROUND UTILITIES.
CONTRACTOR TO FIELD
VERIFY LOCATION OF ALL
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORRECT DAMAGES RESULTING FROM FAILURE TO TAKE ALL
NECESSARY PRECAUTIONS INCLUDING LOCATING, MARKING AND CAREF'UL EXCAVATION. (CONTRACTOR SHALL AVOID DAMAGING EXISTING IRRIGATION
SYSTEMS. IN CASE OF DAMAGE, THE CONTRACTOR SHALL REPLACE IRRIGATION SYSTEMS TO MATCH EXISTING CONDITIONS AND LOCATION).
10. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INVESTIGATION AND SATISFY HIMSELF FULLY OF SUBSURFACE CONDITIONS.
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13. FOR EACH PROJECT AREA, VERTICAL CONTROL IS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.
@i
14. TOPOGRAPHICAL INFORMATION WAS PROVIDED BY F.R. ALEMAN & ASSOCIATIES (FRA) AND WAS PERFORMED IN JANUARY 2010. FRA ALSO
ESTABLISHED SURVEY CONTROL IDENTIFIED ON THE PLANS. NOT ALL TREES, FENCES, AND OTHER TOPOGRAPHIC FEATURES WERE SURVEYED AS
PART OF THIS EFFORT. THE PRIMARY SURVEY SCOPE WAS TO OBTAINED CANAL CROSS SECTIONS AND Ut.AITED TOPOGRAPHIC DATA. CONTRACTOR
SHALL PROVIDE HIS OWN TOPOGRAPHIC SURVfY SERVICE.
.I
!
15. ANY N.G.V.D. BENCH MARK MONUMENTS WITHIN THE UM/TS OF CONSTRUCTION IS TO BE PROTIECTED AND PROPERLY REFERENCED BY A REGISTERED-LAND
I
SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING
WORK AT THE SITE.
'!
16. AU. STATIONS A~ OFFSETS REFER TO [BASEIJNE] OF CONSTRUCTION, UNLESS OTHERr.ISE STATED.
;
17. CONTRACTOR SHAU. NOT SCALE DIMENSIONS FROM PLANS FOR CONSTRUCTION PURPOSES.
~
t 8. THE CONTRACTOR IS ALERTED TO TI-IE PRESENCE OF UNDERGROUND WIRES AND POLES IN TIHE PROJECT AREA. THE METHOD OF CONSTRUCTION IN
THESES LOCATIONS MUST COMPLY WITH ALL OSHA SAFETY STANDARDS. THE CONTRACTOR SHALL INSPECT THESE SITES AND BE RESPONSIBLE FOR
DETERMINING WHAT METHOD OF PREPARATION AND CONSTRUCTION WILL BE USED TO COMPLY WITH THESE REQUIREMENTS.
I..
19. ALL GEOTECHNICAL INFORMATION WAS OBTAINED FROM DUNKELBERGER ENGINEERING & TESTING, INC. DATED OCTOBER 2008. CONTRACTOR TO
REFER TO PLANS FOR SUB-SURFACE PROFILE AND TO PROVIDE HIS OWN GEOTECHNICAL EXPLORATION SERVICES.
10.
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION AGENCY (EPA) AND Tl-IE NATIONAL
POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES).
20. THE CONTRACTOR SHALL NOTIFY THE CllY OF DORAL PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS PRIOR TO BEGINNING OF WORK.
11 ·
IF 1 ACRE OR MORE IS DISlURBED AN NPDES GENERAL PERMIT IR REQUIRED.
21. THE CANAL IMPROVEMENT WORK SHALL INCLUDE DIGGING, SHAPING, SLOPING, SLOPE STABILIZATION AND OTHER EARTHWORK BANK STABILIZATION
NECESSAAY TO BUILD BANK STABILIZATION TO TIHE REQUIRED GRADES, ALIGNMENTS AND CROSS SLOPE STABILIZATION SECTIONS DEPICTED ON THE
PLANS.
).
J
22. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, GRAVllY SEWER, DITCHES, DRAINS, CATCH
I
J
i
BASINS, OR ELSEWHERE AS A RESULT OF TIHE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY
DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AA.EA KEPT IN A CLEAN ANO NEAT CONDITION.
2.
ALL "AS-BUILT" INFORMATION SUBMITTIED TO THE CITY PUBLIC WORKS DIRECTOR SHALL BE SUFFICIENTLY ACCURATE,
CLEAR AND LEGIBLE TO SATISFY THE CITY OF DORAL THAT THE INFORMATION PROVIDES A "!RUE REPRESENTATION OF TIHE
COMPLETED WORK. />S-BUILT PLANS SHALL INCLUDE SURVEY CROSS SECTIONS AT BASELINE STATION INCLUDED IN THE
CROSS SECTION PLANS.
3.
UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY PUBLIC WORKS DIRECTOR ONE
COMPLETE SET OF "AS-BUILT" CONSTRUCTION DRAWINGS. THESE DRAWINGS SHAU. BE MARKED TO SHOW "AS-BUILT"
CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS ~D ELEVATIONS OF' All. WORK PERFORMED AND SHALL BE
SIGNED BY THE CONTRACTOR.
4.
ALL "AS-BUILr' INFORMATION ON ELEVATIONS OF' WORK PERFORMED SHALL BE CERTIFIED BY A REGISTERED LAND
SURVEYOR.
5.
PRIOR TO A FINAL INSPECTION BY THE CITY OF DORAL, THE COITTRACTOR SHALL SUBMIT TO TIHE CITY THREE (3) SETS
OF BLUEPRINITS OF "AS-BUILT" CONSTRUCTION DRAWINGS.
6.
UPON A F'INAL INSPECTION BY TIHE CITY OF DORAL, THE CON"JRACTOR SHALL SUBt.llT TO THE CllY FIVE (5) SETS OF
BLUE PRINITS OF "l>S-BUILT" CONSTRUCTION DRAWINGS THAT HAVE BEEN CERTIFIED BY A REGISTERED LAND SURVEYOR,
AND COMPUTER FILES OF "AS-BUILT" CONSTRUCTION DRAWINGS ON COMPACT DISK IN AUTOCAD RELEASE 2000 FORMAT
OR LATEST EDITION AND PDF VERSION OF THE "f>S-BUILT"
BEGINNING OF OPERATIONS.
24. CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC FLOW PATTERNS ll-IROUGHOUT ALL WORK OPERATIONS. MAINTENANCE OF TRAFFIC IN TI-IE PUBLIC
RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CllY OF DORAL, MUTCD, MIAMI-DADE PUBLIC WORKS DEPAATMENT AND FOOT.
25. ALL EXCAVATIONS SHALL COMPLY WITH OSHA'S EXCAVATION SAFETY STANDARDS AND FLORIDA'S TRENCH SAFETY ACT. CONTRACTOR SHALL FURNISH
THE OWNER WITH WRITTEN ASSURANCE THAT HE WILL COMPLY WITIH THESE REGULATIONS.
26. THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE
SHALL BE LEFT CL.EAR OF ALL SURPLUS MATERIAL OR TRASH.
ell
~
27. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES AND UTILITIES 1\1-ilCH MAY NOT BE SHOWN ON PLANS. ANY
STRUCTURE, PAVEf.IENT, TREES OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL ~/CH IS TEMPORARY DJ1H~11Il1~ OR IN ANY
WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, SHALL BE REPAIRED, PATCHED OR REPLACEO. ~'WO' ~fl I
A{/:jJJT. TO THE
OWNER.
:\.,, ~1'
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28. CONTRACTOR TO RELOCATE TREES AS D/RECTIED BY lHE CllY OF DORAL. CONTRACTOR SHALL AVOID DAMAGE ~~N
'15
EXISTING TREES SHALL BE REMOVED ONLY IF REQUIRED FOR CONSTRUCTION. lHOSE TREES NOT INTERFERING ~ CO
IN PLACE.
-:::'
,·
~
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29. CONTRACTOR SHAU. MAINTAIN THE SLOPES SHOWN ON THE CROSS-SECTION PLANS. BY NO
TYPICAL CROSS-SECTIONS UNLESS Oll-IERWISE SHOWN ON THE PLANS.
I
I!
THE CONTRACTOR SHAU. MAINTAIN ACCURATE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED.
23. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE CITY OF DORAL, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED
BY THE WORK, EQUIPMENT, EMPLOYEES OR SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMED/ATIELY PRIOR TO THE
1!
DATE
AS-BUILT REQUIREMENT NOTES
1.
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DATE
BY
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B55D N.W. 33·D BTll!ET· SUITE 202
OCIU.t. 1 F'LoRIDA 3:!112
liiiilli*!~--.Aiilr. ::::~:!:!.!~~~;· ~:o~~i~ i
51
CITY OF DORAL
DATE:
09/07/111
CANAL BANK RESTORAllON DESIGN
PROGRAM - FlSCAL 'VEAR 58 J.V.
BY:
SCALE:
N/A
CADD FILE:
OLGl!llEllL-N0'11!S
DRAWN BY: CHECKED BY:
II.It.
A.V.
SHEET
GENERAL NOTES
2
OF
!12
LEGEND:
0
Ci_
SEI' OR F'OUND SURVEY CONTROL POINT
@.
BASELINE
ABBREVIAllONS:
CENlERL.f*PALM
® HARDWOOD TREE
i
e
POl..E
¢
·
ii
Cl
g
---v-- SIGN (SINGLE SUPPORI)
f
·
SURVEY CONTROL POINT (SCP)
0
DIAMETER
rn
WIRING PULL BOX
Hli
CAn:H IWllN
STRUCTURAL FU.
CAP · CORRUGATm ALUMNJM PIPE
f
D
CBS · CANAL BANK STAEllUZAllON
Om
~
Fl.OATINO TUAllDllY BARRIER
PROPOSED EllVATION
+
PROPOS£D 10' WIDE
BIC'ta.£,/PEDES PATH
UNITS
C.L.f'. · awN LINIC FENCE
N1S · NOT TO SCALE
a.R · CLEAR
NW ·
CMP · CORRUGAlED METAL PIPE
PB · Pl.AT BOOK
NORTHWESI'
CONC · CONCRETE
PED. · PEDESIRIAN
COR ·CORNER
PG ·
PAGE
CSl.A8 - CONavE1E SI.All
Pl · POM' Of' INTERSECTION
DP · DUCTILE IRON PFE
PROP. · PROPOSED
EL. - EllVAllON
PSI · POUND PER SQUARE INCH
ELEV. · ELEVATION
PVC · POL'WINYL CHLORIDE
EOP · EDGE OF PAVEMENT
PVUI'. · PAVEMENT
EOW · EDGE OF' WATER
REC. ·
RECORD
EQUIV · EQUIVALENT
RGE. ·
RANGE
ESU1' · E'ASEMENT
RT · Of'f'SET RIGHT
DOB · EXISTING 10P OF IWllC
R/W ·
EXIST. · EXISnNG
SCH · SCHEDULE
PROPOSED CHAIN UNI< FENCE
---E
ELEC1RIC LINE (CMRHEAD)
mar ·
GU'f ANCHOR
f'ND · f'OUND
SEC · SECTION
" · FEET
SDWIC ·
HOR. · HORIZONTAL
SNMD · SOUnt f'LORl!li\ WATER
MANAGEMENT DtSrRICI'
EXISTtG GUARDRAIL
REPlM:£D GUMllRAIL
--0--0--0-
Fl.ORD. D£PM'IMENT
Of' 1RANSPCRTATION
SIU · STANDARD
LT · Of'f'SET LEFT
LIMITED ACCESS
R/W
MEAS ·
(FLORIDA.'$ 1\JRNPllSIDEWALi(
STA. · STATION
LB· POUND
-;..,_.,__ _, . , _ _
RIGHT OF' WAY
SCP · SURllEY CONTROL POltlT
(ECISllG SURllE\' MONUMENI)
1NV · INllERT
TOB · TOP OF IWll< (PRCPOSED)
MEASURED
1WP. - TOWNStF
YN · MNMUM
VERT. · YERTDI.
~
l.
\\\\\\11111/111
~,,, t-'-~~--~~///-'l
~
-=::a.::: * ,'
~
6
i:!
,-
,
j
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NTU · NEPHELOMETRIC TURBIDllY
--~--~--X--
I
f-
NPS · NOMINAL PIPE SIZE
EXISTtG CHAlN UNIC FINC£
--0--0---0--
Il
N/A · NOT APPUCABLE
---x---x---x---
E--
j
[
LIGH1POLE
:I
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BOC · BACK OF CURB
STONE RIP-RAP
IWIUAL Of' UNIFORM
1RAFF1C DEVICES
NGVD · NATIONAL GmDETIC
YERTDI. DATUM
SLOPING CANAL BANK STA81UZA110N (CBS)
1111111111! STACICED CANAL BANK STABILIZATION (CBS)
-0
It
BU · BENCHMARK
f1. ~:: ;: ,' <:.'] BEDDING STONE/CRUSHED CONCRETE
.2.94 EXISTING GROUND ELEVAllON
f
SHEET NUMBER
5:2?:X2Xl
TM
EX-
BLCP · BASELINE CONTROL POINr
(TO BE SET BY CONTRACTOR)
1YP1CAL DETM. CALL OUT
~L
wuroo -
ASPH. · ASPHALT
DEl'AIL NUMBER
- - ·
-....,,
--- \.IC~··. Q..,_ ' /
N,p·, ~-':·
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DESCRIPTION
DATE BY
:
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REVISIONS
BY
855D N.W. 33RD BlllEET· SUITE 302
DaltAL, Fl.aRIDA 33122
DESCRIPTION
PHllNE 13051 551-4608· FAX C3D51 551 ·8977
IQ.iiiliiiiiiilliiill
www.ADAEl'l~.NET EB I DODD3212
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SCALE:
CADD FILE:
CITY OF DORAL DATE:
03/07/16
N/A
03JJ!GBND-AllllR
LEGEND AND ABBRE~ATIONS
3
CANAL BANK RESTORATION DESIGN BY: DRAWN BY: CHECKED BY:
PR~AM - RSCAL ~ 5B J.v.
M.K.
A,V,
OP'
52
Fl9CAL YEAR 6: SD ITEM - CfEIBBaB CANAL
r
UNITS
QUANllTY
ITEM NUMBER
UNITS
QlWm1Y
CONTINGENCY AU..OWANCE
lS
1
3S
P-0252S-2
llEOOINC ST'ONE
r:f
4,llOll
OWNER R£QUESlED lESTING AND 1.ABORATOR'f SERVICES
DESCRIPOON
ITEM NUMBER
BID ITEM
1
P-01021-1
2
P-01410-1
!
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LS
1
37
P-02580-1
PAVEMENT MARKING (2' WHITE)
LF
80
3
P-D158o-1
MOBILIZA110N
lS
1
38
P-02580-2
PAVEMENT MNlGM
0.984
4
P-0157o-1
MAINTDIANCE Of' TRN'FIC
lS
1
38
P-02580-3
WHITE ARROWS
EA
8
5
P-o2110-1
CLDRINC AND LAND PREPARATION
SY
35,925
40
P-02.580--4
PAVEMENT MARklNC (12" WHITE)
LF
55
8
P-02110-2
CURB AND RAIUNC REMOVAL
LS
1
41
P-D27711-1
NON-WOVEN GEOSYNTHETIC FIL1ER FABRIC (RIP-RAP)
SY
3,815
7
P-0211o-J
I.MG£ TREE STUliF REMOVAL
EA
-
42
P-02831-1
CHAIN LINK FENCING
LF
5,049
8
P-02110-4
EMIWllCMENT FILL
Cf
1,355
43
P-02831-2
llOUARDS
EA
3
9
P-D223o-1
UNCLASSIFIED EXCAVATION
Cf
585
44
P-02840-1
SIQtW;E
EA
33
10
P-02240-1
SfACKED C8S EXCAVATION
LF
7,854
45
P-02840-4
MAN41EE GRATE
EA
I
11
P-02240-3
STACKED CBS INSl'Al.lAllON (1.5-4.5 FT-NGllD)
LF
7,854
12
P-02240-5
STlLF
7,IHl4
13
P-02240-7
STAaCED CBS INSTAUATION (5.5-8.5 FT-NCVD)
LF
S,3M
14
P-02240-9
STACllF
100
15
P--0211G-4
EMIMNlCf
1184
16
P-02240-2
STACKED CBS EXCAVATION VIA BARGE
LF
1,17t
17
P-o2240-4
STACKED CBS INSTAl.lAllON VIA BARGE (1.5-4.5 FT-NG\ID)
LF
1,171
18
P-02240-8
STACkED CBS INSTAUATION VIA BARGE (4.5-5.5 FT-NGVD)
LF
1,171
19
P--02240-8
STACKED CBS INSTAUATION VIA BMGE (5.5-8.5 FT-NIM>)
LF
1,101
20
P-02240-10 STlLF
-
21
P-02240-11
STAClEA
1
22
P-02240-12
STlEA
22
23
P-02435-1
STACKED TURBIDl'TY !WIRIER
LF
10.907
24
P-0243&-2
FLCri\TING lURlllDl'TY BWllER
LF
120
25
P-02444-1
GUARDRAIL INSTAUAT10N 1
LF
10
26
P-02444-2
REMOVAL OF' E>CISTING GUMDRAIL1
LF
10
1. REMOVAL OF CUARDRAIL FOR ACCESS PURPOSES SHAU. BE INCLUDED IN MOBILIZATION LINE ITEM.
J
I
27
P-02480-1
FINISH GRADING AND SODDING (PENSAOOl..A BAHIA)
!rt
19,250
28
P-02481-1
TREE REMOVAL
EA
17
29
P-D2481-2
TREE RELOCATION
EA
-
j
:so
P-02513-1
lllC'tCLE/PEDESIRIAN
SY
6,878
~
31
P-02513-2
BICYCLE/PEDESTRIAN PA1H LIME ROCI< ~E
SY
S,;!03
11 ~ //1 1, SY
5.730
II
i
DESCRIPTION
DATE
BY
··l\111111/
cy
P--02513-3
BICYCLE/PEDESTRIAN PATH ASPHALT · , ",.
33
P-02513-4
lllC'tCLE/PEDESIRIAN
PATH
34
P-02513-S
BICYCLE/PEDESTRIAN
ALUMINUM~--~
~ A - ~~
~
REVISIONS
BY
PATH SUB-BASE PREPARATION
32
315
DATE
DESCRIPTION
1
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BID ITEM
DESCRIPTION
P-o2525-1
SfONE RIP-RAP
== 'Tl
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6550 N.W. 33AD STREET· SUITE 202
DDRAL, F"UIRIDA 33122
PMDNE 13051 551-4508· FAX 13051 551·8977
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www.·a·EN&.NtT EB# 00003212
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2. GUARDRAIL REMOVAL. REPlM:EMENT AND INSTAUAllON IS NOi' ,tMICIPATED. 1liESE PAY ITEMS MAY BE
R£QIJIRED IF GUARDRAIL IS WITHIN THE LIMITS OF CO~. GUARDIWL REMOVAL AND INSTAUATION
FOR CONTRACl'OR'S EOEFn' SHALL BE PAID AT CONTRACT'OR'S EXPENSE.
..
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-
CANAL BANK ~AllON
PROGRAM - FlSCAL. 'l'EAR 58
DATE:
SCALE:
DS/07/111
N/J.
CJ.DD FILE:
CNJCll-Ql1J.N'l'll'Y
DESIGN BY: DRAWN BY: CHECKED BY:
J.V.
lUC.
A.V.
SHEET
SUMMARY OF QUANTITIES
4
OF 52
~Mh:_SfB£1
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COMPUTER
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EASTERN
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P.B. 121-PG. 59
BLOCK 1 LOT-5
EASTERN
DORAL ACRES
SECTION 2
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p.B. 121-PG. 59
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1
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1 ACRES
1
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~-c~~~5178,
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DORAL ACRES
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DllESSEL'S CANAL(O.R.B.5178,PGAO)
BURN/
CANAL
-
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-
--
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WESTPOINTE BUSINESS PARK
P.B. 147-PG. 25
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SURVEYOR'S NOTES:
I.I.I
z
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-
-
I
2
DRESSEL'S CANAL
STA. 27+50 TO 53+50
1. THIS IS NOT A BOUNDARY SURVEY.
2. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
SYSTEM, FLORIDA EAST ZONE, NORllf AMERICAN DATUM
OF 1983 (ADJUSTMENT OF 1990).
GPS SOTO
N~14.4!07 E[J373247.407
GPS THOMAS AZ Nc:548213.9702 Elll611S6.4316
3. ELEVATIONS SHO'll\n\I REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD 1929) AS DETERMINED
MIAMI-DADE COUNTY- PUBLIC WORKS DEPARTMENT BM# 32
LOCATOR 39045, BEING A FL DOT SURVEY 1' \IVEST OF WITNESS
POST ON lliE WEST SIDE OF WIRE FENCE LOCATED 590'
NORTH OF C/L OF NW34 STREET AND 28' WEST OF C/L OF NW
117 AVE. EL.rB. 12 FE:ET (NGVD 1929) AND BM# TC-aa L0CA TOR
3905 BEING A BRASS BAR IN CONC MON NORTH OF CULVERT
CROSSING CONNECTING WEST AND EAST ROAD PARALLELING
llfE CANAL LOCATED 145' S OF CIL, 101' S OF MOST
SOUTHERLY GUARD RAIL OF S R1W OF NW25 STREET AND 17'
WEST OF PAVING OF ABANDONE:D ROAD ON E SIDE OF 1D3' N
OF N FACE: OF A CONC CULVERT HEADWALL, 3' \IVEST OF
GUARD RAIL OF NW 117 AVE. EUB.86' FEET (NGVD 1929).
/
0
I
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4. ELEVATIONS SHOWN ARE: TO THE BOTTOM OF CANAL AS
MEASURED WITH ROD OR CANNON BALL.
5. WATER ELEVATION SHO\MJ ON PLANS ARE BASED ON WATER
LEVELS OBSERVED IN MARCH :l015.
i:!
DRESSEL'S CANAL
STA. 53+50 TO 71+81.34
REVISIONS
DESCRIP'l'lON
DATE
BY
8550 N.W. 33AD STREU·
DDRAL, l'LoAIDA 33122
DESCRIPl'ION
A
lliiiiiiiiiil·-
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CITY OF DORAL
CANAL BANI< RESTORATION
PROGRAM - ASCAL
~
58
DATE:
SCALE:
03/07/16
AS SHOWN
CADD FIU:
08....SUR\'-CN'IL
DESIGN BY: DRAWN BY: CHECKED BY:
J,V,
M.X.
11..v.
SURVEY CONTROL PLAN
6
OF Ill?
NORTH
CANAL
25' EASEMENT
R/W
SOUTH
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80' FROM 1o+OO TO 71+81.34
CANAL
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8.0' TO 9.5'
EXIST. TREES
EXIST. GUARDRAIL~
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lURBIDrTY &ARRIER
10
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15
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CONTRACTOR TO LOCATE
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20' EASEMENT
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SOUTH
~
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;
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15
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(03/09/15)
5
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TURBIDITY BARRIER
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25
~
REVISIONS
BY
DESCRIPTION
DATE
BY
DESCRIPTION
CITY OF DORAL
~:;:~;us
CANAL BANK RESTORATIC»rl
DESIGN BY: DRAWN BY: CHECKED BY:
~ PROGRAM - FISCAL VEAR 5B J.V.
~~~~WN =~
M.K.
A.V.
DRESSEL'S CANAL
NO BIKE PATH TYPICAL SECTION
SHEET
7
OF 52
NORTH
CANAL R/W
25' EISEMENT
80'
SOUTH
CANAL R/W
FROM 1o+oo TO 71+81.34
20' EISEMENT
3.0' TO 8.5'
('/ARIES)
CHAIN LINK FENCE
ON
~
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r---------
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(03/C1fJ/15)
STACKED CANAL
15
CONlRACTOR TO LOCATEI
A\IOID IMPACTS TO
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EL VARIES (+J.5'%)
OHNMS)
SAND WITH GRAVEL
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CANAL R/W
80' FROM 1o+OO TO 71+81.34
SOUTH
20' EASEMENT
15
STATION
AND OFFSET
1S SHOWN
T.0.8. EL 5.5' TO 6.0'
ON PLANS
(VARIES)
10
STACICED CANAL
BANK STMllUZATION
(CBS)
@
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POORLY-GRADED SAND WITH GRAVEL
~ 5
...
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TURBIDITY
STACKED CANAL BANK
INSTALL STAKED
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39
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DATE
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DESCRIPTION
DATE BY
~~.iiL SEc '
0
DRESSEL'$
DESCRIPTION
A\28+@.oo TO 45+18.77) AND (STA. 53+35.50 TO 54+00.00) TYPICAL
CITY OF DORAL
CANAL BANK RESTORATION
PROGRAM - RSCAL "tEAR !5B
~!)':~116
~~~~WN ~U:,:!r
DESIGN BY: DRAWN BY: CHECICED BY:
J.V.
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5CAL£: 1" · 1rt HORIZONTAL
1· · 1o· VERnCAL
SHEET
DRESSEL'S CANAL
SINGLE BIKE PATH TYPICAL SECTION
8
OF 112
25' EASEMENI'
SOUTH
CANAL R/W
80' FROM 10+00 TO 71 +81.34
20' FASEMENT
CANAL R
8.o· TO 1o.o·
(VARIES)
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15
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BIC'l'CLE/PEDES1'RIAN
(?YP.)
@
POORLY-GRADED SAND
@
CID
10
l~PA'l'H
EL 1.5' (?YP.)
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INSTALL STAKED
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...
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ON Pl.ANS
STACKED CANAL BANK
STABILIZATION (CBS)
PA'l'H ..
SILlY SAND WITH GRAVEL
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1
1
STATION
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(03/09/15)
ts
w
CHAIN LINC FENCE
EL VARIES (+J.5'z)
STACKED CANAL BANK
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LIMESTONE--._,__.
15
WATER SURFM:E
POORLY-GRADED SAND WITH GRAVEL
g
SOUTH
(VARIES)
(10\
~
INSTALL STAKED
TURBIDITY MRRIER
AT '"UMl1S OF'
CONSrRUCTION (?YP.)
@
\EXISTING CANAL
BOTTOM PROFILE
-15
j
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SCALE: 1· ·
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1" - 1O' VERT1CAL
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DATE BY
DESCRIPTION
liliiifliiiiiiii,,_
8550 N.W. 33RD B"mEET· SUITE 202
DCIW., FLDMDA 33132
PHONE 13051 55 I ·4608· FAX (3051 55 I ·8977
WWW.ADAtNG.NET ES# 00003212
CITY OF DORAL
.&Ll!j~Q
CANAL BANI< RESTORATION
PROGRAM - FlSCAL VEAR 58
~!;!~116
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~°':-=~
DESIGN BY: DRAWN BY: CHECKED BY:
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DRESSEL'S CANAL
DOUBLE BIKE PATH TYPICAL SECTION
9
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25' EAsEMENT
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DATE
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DATE
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DATE:
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DESIGN BY: DRAWN BY: CHECKED BY:
l .V·
o.c.
.A.V.
DRESSEL'S CANAL
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STA 43+00 TO STA 49+00
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l0-l8J'WIS
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o.c.
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8550 N.W. 33RD Stllm. Sum 202
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CITY OF DORAL
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· PROGRAM - FISCAL 'YEAR 58
DATE:
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SCALE:
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CONTRACTOR SHALL PROTECT EXISTING GUARDRAILS. GUARDRAIL
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PERMIT PLANS - NOT f'OR
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t:D~A~TE::!:"'1-BY=...,....-,,,.DE"'s""c"'m=PTI='o~N~""""'""D'"A"'TE~""'""BY"""".---.,,D:::E:::s""c""RIPT=""m"'N,.,,....---,t
"/.___
_.__
8550 N.W. 33RD STREET· SUITE 202
DDRAI., FUlRIDA 331 H
PHDNE 1305) S5Hl6DB·fAX 1305) 551·8977
:I
·
"-' "- WWW.ADAENB.NET EB# 0000321 Z
_.__ _ _ _ _ _ _.....1..._-..11.---..11.--_ _ _ _ _ _ _....__ _ _ _ _ _ _ _ _ _ _ _ __.__ _ _ _ _ _ _ _ _ _ _........,,;
~SlRUCTION
CITY OF DORAL
CANAL BANI< RESTORATION
PROGRAM - ASCAL '!EAR 5B
DATE:
03/07/16
SCALE:
AB SH01IN
3'-42J)l!TAll.S
DESIGN BY: DRAWN BY: CHECKED BY:
J.V.
o.c.
SHEET
CADD FILE:
A.V.
DETAILS
34
OF
52
IS
JS
SOD AU DISTURBED AREAS
SEE NOTE 4
VARIES
10
0-8.5')
TOB VARIES
(EL 6.5 TO 7.6)
JO
EXISTING
EL 4.5 (UNLESS OTHERWISE NOTED ON CROSS SECTION)
5
ROCK RIP-RAP BETWEEN EL 4.5
OR AS NOTED IN CROSS SECTIONS
AVERAGE Oef06£R WAI ER £L. 3.5
s
(WATER ELEVATION VARIES)
,....,
.SZ-
Ol
N
~
MAINTAIN 24" MIN. THICKNESS OF ROCK RIP-RAP
z
-------tf&<.
EL t .5 (UNLESS OTHERWISE NOTED ON CROSS SECTION)
-~"'F-..Jl,,.LQi-..ILia.-=1(
I
t::
......
;
0
z
0
0
~
f
~
BEDDING STONE/CRUSHED CONCRETE
(SEE NOTE 2)
.
""'
-s
-5
ON CROSS SECTIONS.
-JO
-JO
------------------;,r
EXIST. CANAL BOTTOM VARIES/
(EL. 0.5 TO -9.6) - - - - - '
"'
-IS
-IS
0
JO
20
30
40
HORIZONTAL SCALE: 1·.,5·
VERTICAL SCALE: 1"s5'
@STONE RIP-RAP CANAL BANK STABILIZATION TYPICAL DETAIL
1.
5. SHRUBS AND MISCELLANEOUS VEGETATION WrTHIN THE LIMrTS OF
CONSTRUCTION SHALL BE REMOVED IF REQUIRED. CO!flRACTOR SHALL
COORDINATE WrTH THE CITY PRIOR TO THE REMOVAL OF AN'f TREES.
BANK REPAIR METHODS AT THE LOCATION OF EXISTING DOCKS OR
FACILITIES WITHIN THE CONSTRUCTION LIMITS SHALL BE DETERMINED ON A
CASE-BY-CASE BASIS AND APPROVED BY THE CITY. ALL FENCES,
IRRIGATION PIPES OR OTHER PRIVATELY OWNED FACILITIES DAMAGED BY
THE CONTRACTOR SHALL BE REPAIRED WITH NO ADDffiONAL COST TO THE
CITY.
STONE RIP-RAP SHAU. BE IN ACCORDANCE WITH FOOT SPECIFICATION
SECTION 530. 12" AVERAGE SIZE (20 POUNDS MIN. TO t 00 POUNDS MAX.
WITH AN AVERAGE WEIGHT OF 50 POUNDS). STONE UNIT WEIGHT - 135
PCF t.llN. WHEN TESTED BY ASTM C127. ADSORPTION OF NOT MORE THAN
2X WHEN TESTED BY ASTM C127. SOUNDNESS SHALL BE IN ACCORDANCE
WrTH ASTM C88. STONES SHALL HAVE A WEAR NOT GREATER THAN 40%
WHEN TESTED BY ASTM C535. NO MORE THAN 1OX OF THE STONE SHALL
HAVE AN ELONGATION RATIO GREATER THAN 3:1 AND NO SINGLE STONE
SHALL HAVE AN ELONGATION RATIO GREATER THAN 4:1.
8. REPAIR OR EXTEND EXISTING IRRIGATION INTAKE PIPES AS NEEDED PER
DETAIL 20 ON SHEET 42. CONTRACTOR SHALL ALSO REPAIR OR RELOCATE
EXISTING SPRINKLER LINES AND HEADS AS NEEDED.
9. STRUCTURAL FILL SHALL BE FREE FROM ROOTS, ORGANIC MATERIAL,
TRASH, R DEBRIS, MAXIMUM SIZE 1 INCH, CONTAINING LESS THAN 10
PERCENT BY WEIGHT PASSING THE NO. 200 SIEVE. PLACE FILL ABOVE
WATER LEVEL SELECT FILL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND
COMPACTED TO A MINIMUM 90X OF ASTM D1557.
6. NON-WOVEN CEOTEXTILE SHALL BE KEYED INTO EXISTING SOIL 15 INCHES
OR TO DEPTH OF REFUSAL
If GEOTEXTILE KEY IS LESS THAN 6 INCHES, MATERIAL SHAU. BE PINNED
IN PLACE BY CONTRACTOR.
2. BEDDING STONE SHALL IN ACCORDANCE WITH FOOT NO. 2 COARSE
AGGREGATE (SECTION 901 ). IT WILL BE COMPOSED OF TOUGH DURABLE
PARTICLES. SHALL BE REASONABLY fREE FROM THIN, FLAT, ELONGATED
PIECES, AND SHALL CONTAIN NO ORGANIC MATERIAL. THE GRADATION SHALL
MEET THE FOLLOWING STANDARD QR APPROVEO EQUAL: PASSING 4-IN SIEVE:
100"; PASSING 3-IN SIEVE: 50X TO 80"; PASSING 2-IN SIEVE: 25X TO
50X; PASSING !-IN SIEVE: OX TO 20%; PASSING ~-IN SIEVE: OX TO 10X
PASSING f4 SIEVE: OX
7. GEOTEXTILE IS REQUIRED TO PREVENT SOIL AND BEODING STONE OR
ROCK RIP-RAP CONTACT. THEREFORE If TOP OF EXISTING LIMESTONE
LAYER IS AT OR ABOVE ELEVATION 6.5 FEET NGVD29, NO INSTALLATION
OF GEOTEXTILE IS REQUIRED.
PERMIT Pl.ANS - NOT FOR OONS1RUCTION
REVISIONS
DESCRIPTION
DATE
BY
DESCRIPTION
8550 N.W. 33AD STREET· SUll'E 202
DORAL, FIDRID4 33122
P>1o·r 1305) 55 l-4608 · FAX 13051 551-1197?
IQiilllll~;l; www.AaAENG.NET EB# 0000321 2
CITY OF DORAL
CANAL BANK ~TION
PROGRAM - FISCAL YEAR 58
DATE:
03/07/ 16
SCALE:
AS SHOWN
CADD FILE:
~.AIL!I
DESIGN BY: DRAWN BY: CHECKED BY:
l.V.
o.c.
A.V.
DETAILS
35
OF
52
PROPOSED T.O.B.
(ELEVATION AS SHOWN ON PLANS)
RjW--
END OF BANK REPAIR
STA AND OFFSETS
SHOWN ON PLANS
EXISTING
.... :
PROPOSED T.O.B.
(ELEVATION AS
SHOWN ON PLANS)
GRADE~
ROCK
RIP-RAP
BEDDING STONE/CRUSHED
CONCRETE
... ·;.. ..·· ...
. ... -
PLAN
N.T.S.
ISOMETRIC
®
N.T.S.
~~s.D OF BANK STABILIZATION TYPICAL DETAIL
FOOT NO. 57 STONE
CITY OF DORAL
.CANAL BANI< RESTORATION
PROGRAM - ASCAL ~ 5B
DATE:
03/07/18
SCALE:
AS SHOWN
CA.DD FILE:
M-U....DBT.tnS
DESIGN BY: DRAWN BY: CHECKED BY:
l.V.
o.c.
A.V.
SHEET
DETAILS
OF 52
r
INSTALL REFLECTORS TO MATCH
EXISilNC TYPE AND SPACING
ft
POST BOLT
GUARDRAIL ALIGNMENT
SEE Pl.ANS FOR STATION AND OFFSET
30·
.
MIN·
.I"'
TOP OF PROPOSED
BANI(
L-l
n
L
~POST
SPACING SHALL BE 6'-J" MAXIMUM
WBEAM
N.T.S.
POST
OFFSET BLOCK
6" x
STEEL W6 x 8.5 AND 6" C
e·
& 5· x
e·
REMARKS
(NOMINAL) x 14" TIMBER
SAME AS ABOVE
5/B"~x 1W CALV. HEX HEAD BOLTS WITH FULL LENGTH lHREAO
W6 x 8.5 x 14" & 6" C x 14" STEEL TO
MATCH POST.
ANO NUTS (2 REQ'D.) AND WASHERS (4 REQ'D) FOR MOUNTING
STEEL BLOCK TO POST. BOLTS ARE TO BE INSTALLED IN
OPPOSITE HOLES, TOP AND BOTIOM.
NOTE: THE BEAM BLOCKS ARE 22" IN LENGTH.
NOTE: AT GUARD RAIL TERMINATION USE END ANCHORAGE ASSEMBLY TYPE 11. SEE FOOT INDEX 40D
AND DETAIL 21 ON SHEET 43.
i
0
s
i
t
GUARDRAIL DETAIL
~
!r--------------------------------------------------------------------~
I
!1
j
----CANAL----..__
A
CANAL BOTIOM
. VARIES ·
...
BOTIOM OF CANAL
BANK STABILIZATION
1
EXISTING CULVERT
(SIZE VARIES)
1
EXISTING CUL VERT
B
B
GREEN STACKED CANAL BANK STABILIZATION SYSTEM
(FILL CELLS WITH STRUCTURAL FlLL)
'---.-.4--.... -
rEXISTING GRADE
_t_ CONTRACTOR SHALL PROTECT CULVERT
FROM BEING DAMAGED DURING CONSTIRUCTION.
CANAL WATER
SURFACE
{VARIES)
(BOTTOM OF STACKED
CANAL BANK STABILIZATION
II
BENCH IN
SLOPE FOR BEDDING STONE
ANO STACKED CANAL BANK
STABILIZATION SYSTEM
s
A
STACKED CANAL BANK STABILIZATION CELLS
FILLED WITH SlRUClURAL FILL
--TOB ELEVATION AS SHOWN
ON PLANS. IF NOT SHOWN
ON PLANS, CONTIRACTOR
SHALL FIELD LOCATE.
........,---'--.-J'-.-...1-,.......L~.i....,.-<- FILL
STACKED CANAL BANK
h_,__,.-'-r--L-ir-'--r-~- STABILIZATION CELLS WITH FLOWABLE
FILL AT LEAST ONE CELL ABOVE
TOP OF PIPE.
SLOPE BANK FROM SPRINGUNE
OR WHERE PIPE RADIUS TURNS
INWARD
GREEN STACKED CANAL BANK STABILIZATION SYSTEM
(FILL CELLS WITH FLOWABLE MATERIAL)
NON-WOVEN GEO SYNTHETIC UP TO FIRST
STACKED CANAL BANK STABILIZATION SYSTEM CELL
l
FILL ALL STACKED CANAL BANK
STABILIZATION CELLS WITH
FLOWABLE FILL AT LEAST 2'
FROM CULVERT SPRING LINE
OR EDGE OF EXCAVATION (TYP)
1-1...o....;,,--.-.-+--r----.--h--Jr-.---.-.....---..<.__~~+-..+-~--.-<
r'""T"°l..._rt...-- EXCAVATE
l
f
PROPOSED TOB.
SEE PLANS FOR STATION OFFSET AND ELEVATION.
IF NOT SHOWN ON PLANS, CONTIRACTOR SHALL
FIEUD LOCATE TOB.
f-J.--'---L---'L-__L_~~=u:i==i:ll!!O!m:,=m~il!.!.a.:t:a...L..-l-l---W - - - (BOTIOM OF STACKED CANAL
BANK STABILIZATION)
FDOT No. 57 STONE
PLAN
N.T.S.
'II
~
SHEET
DETAILS
OF 52
TRIANGULAR STACKED
CANAL BANK STABILIZATION
STRIP CELLS FILLED
WITH FLOWABLE FILL
STACKED CANAL BANK
STABILIZATION AT
CONSTANT EL.
STACKED CANAL BANK
STABILIZATl ON CUT LI NE
@
..
..
4
G)
- - - - - CANAL------
CONCRETE CAP
(NOT ALWAYS PRESENT)
EXISTING TOP OF BANK
STACKED CANAL
BANK STABILIZATION
CUT LINES
GD
00 NOT CUT
FACE PANEL
{HINGE POINT)
@
CUT OUT Tl·llS PORTION OF STACKED
CANAL BANK STABILIZATION SYSTEM
AFTER CUTS ARE MADE,
ROTATE THIS PORTION SO
THAT CUT LINES COINCIDE.
EXISTING
SAND-CEMENT
BAG RIP-RAP
OR HEADWALL
BOTTOM LAYER PLAN VIEW
i
TRIANGULAR STACKED
CANAL BANK STABILIZATION
STRIP CELLS FILLED
WITH FLOWABLE FlLL
STACKED CANAL BANK
STABILIZATION AT
CONSTANT EL.
I..
(j) ~T~~CKED CANAL BANK STABILIZATION (CBS) CUT LINE HINGE DETAIL
CONCRETE CAP
(NOT ALWAYS PRESENT)
STACKED CANAL BANK
STABILIZATION CUT LINE
@
I
HINGE POINT
(DO NOT CUT
FACE PANEL)
GD
"'~
i!i
EXISTING TOP OF BANK
i
!
,;;
,;;
d
..~
d
PREVIOUSLY PLACED LAYERS
OF STACKED CANAL BANK
STABILIZATION AT 3" OFFSET
lf
- - - - - CANAL --------
DO NOT CUT
FACE PANEL
(HINGE POINT)
EXISTING
SAND-CEMENT
BAG RIP-RAP
OR HEADWALL
INTERMEDIATE LAYER PLAN VIEW (MULTIPLE)
STACKED CANAL BANK
STABILIZATION CELLS FILLED
WITH FLOWABLE FILL.
STACKED CANAL BANK
STABILIZATION AT
CONSTANT EL.
"'
~
@
I
r
I!
l
I
1
s
j
EXISTING TOP OF BANK
\\\
~
g
-- ""' "/...,,_,
E s.:·
'
Ii'~
TOP LAYER PLAN VIEW
i:?
§.
l
6
i
"/
\\, 111/// / / /
c'\JAZQ(./j///,
- - - - - CANAL --------
'II
'~
..- ···
VARIES
CONSTANT EL. VARIES
SLOPE
VARIES
CONSTANT EL
VARIES
,;; ' - PREVIOUSLY PLACED LAYERS
':":
d
OF STACKED CANAL BANK
"?
STABILIZATION AT 3" OFFSET~o
I
DATE
GD
CONCRETE CAP
(NOT ALWAYS PRESENT)
..
..
E
di
STACKED CANAL BANK
STABILIZATION CUT LINE
t.IATCH EXISTING ELEVATION
STACKED CANAL BANK
STABILIZATION CELLS
FILI.ED WITH STONE OR
STRUCTURAL FlLL PER
DETAIL
STACKED CANAL BANK
STABILIZATlON CEU.5
FILLED WITH FLOWABLE FILL
@l
~
BY
DESCRIPTION
DATE
BY
DESCRIPTION
EXISTING SAND-CEMENT
RIP-RAP OR HEADWALL
OR CONCRETE HEADWALL.
SECTION A-A
,
~
.' No. 42108 '. -::::
STACKEg ~ANAL B K STA}3tltzATION (CBS) - TIE-IN TO EXISTING HEADWALL DETAIL
N.T.S.
PERMIT PLANS - NOT F'OR
REVISIONS
PLACE FLOWABLE FlLL
BETWEEN STACKED CANAL
BANK STABILIZATION AND
SAND-CEt.IENT RIP-RAP
OR HEADWALi. JOINT.
8550 N.W. 33RD lh"Rf:i:r · Burrt ~D~
DaRAL. FLllli.IDA :33122
PHON£ (305) 551·4608· FAX (305] 551 ·8977
jii;;iilllfliiiiilii WWW.ADA£NG.NET EB# 00003212
~SlRUClla-.1
CITY OF DORAL
CANAL BANK RESTORATIQ>.I
PROGRAM - ASCAL 'l£AR 58
DATE:
03/07 /16
SC.ALE:
jS
BllOllN
:U-42...J>BTAJIB
DESIGN BY: DRAWN BY: CHECKED BY:
l.V.
o.c.
SHEET
CADD FILE:
A.V.
DETAILS
38
OF 152
LEGEND
·
~
-<><
-i
<:::.
PILE LOCATIONS
DREDGE OR FILL AREA
POST (OPTIONS: 2" X 4" OR
2 1/2" t.llN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.)
MOORING BUOY W/ANCHOR
6' MAX.
ANCHOR
BARRIER MOVEMENT DUE TO
CURRENT ACTION
-,..--------
1·
·1
18 OZ. NYLON
REINFORCED PVC FABRIC
( 300 PSI TEST)
N.T.S.
LIMITS OF
CONSTRUCTION
SHORE LINE
LIMITS OF
CONSTRUCTION
-~~SHO;LINE
· · ··
~ ·-"' \
~
I
· · 1· ·
SHORE LINE
®
TURBIDITY
BARRIERS
~;tKED TURBIDITY BARRIER DETAIL
~
TURBIDITY BARRIERS FOR FLOWING STREAMS, CANALS AND TIDAL
CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY
COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND
MEET EROSION COITTROL AND WATER QUALITY REQUIREMENTS.
THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION
UNLESS OTHERWISE SPECIFIED IN THE PLANS. POSTS IN STAKED
TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
CURRENT
ii
·
!iQIES;_
1.
2.
3.
4.
r.
·
12'
CLEARING AND GRUBING LIMITS
STRUCTURE
ALIGNMENT
10'
(OR AS SPECJFICED ON PLANS)
·
TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH.
NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.
DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.
NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.
ct.
5'
I
5'
6"
lURBIDITY BARRIER APPUCATIONS
6"
4" YELLOW
SKIP-STRIPE
-t\VrNYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING
STRENGTH) 'MTH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT)
SLOTTED PVC CONNECTOR
PIPE (METAL COLLAR
REINFORCED)
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (8" DIA. EQUIV.) (17 LBS.
PER FT. BUOYANCY) )
EID
VARIES
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (6" DIA. EQUIV.) (12
LBS. PER FT. BUOYANCY)
STATION, OFFSET AND
ELEVATION AS
SHOWN ON PLANS
VARIES
1I
3
OR
FLATTER
SLOPE 2"
TOWARDS CANAL
EXISTING
GRADE
smESS
PLATE
1\IPE II
- - -
_,.-~-.L
iPOLYPRO ROPE
(600 LB. BREAKING
STRENGTH)
(,8
(18 OZ. NYLON
REINFORCED PVC FABRIC
(300 PSI TEST) )
'!\"GALVANIZED
CHAIN
OZ. NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
WITH LACING GROMt.IETS )
0, ·5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).
D2 ~5' STD. (ADDITIONAL PANEL FOR DEPTHS> 5'),
CURTAIN TO REACH BOTIOt.4 UP TO DEPTHS OF 10 FEET. TW0(2)
PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS
SPECIAL DEPTH CURTAINS SPECIFICALLY CALLEO FOR IN THE PLANS
OR AS DETERMINED BY THE ENGINEER.
fGALVANIZED CHAIN
1"PE I
\.~-·· ··
--
-~
SOD ALL
DISTURBED
AREAS AS
SPECIFIED
6" MIN. LIMEROCK BASE COMPACTED
TO 98" AASHTO T-180 (SEE NOTE 6)
12" MIN. SUBGRAOE COMPACTED
TO 95% AASHTO T-180
(TYP)
N
@ ~~~YCLE/PEDESTRIAN PATH DETAIL
D
~
1. BICYCLE/PEDESTRIAN PATHS SHALL BE 10 FEET WIDE UNLESS NOTED OTHERWISE ON PLANS.
2. ALL ROOTS, MUCK, AND OTHER UNSUITABLE MATERIALS SHALL BE REMOVED TO A DEPTH
OF 12" BELOW THE BASE ROCK.
3. ASPHALT DENSITY SHALL BE 94" OF MAXIMUM LAB DENSITY.
4. BICYCLE/ PEDESTRIAN PATH LONGITUDINAL SLOPE SHALL BE 1: 12 OR FLATTER.
5. ASPHALTJC CONCRETE THICKNESS SHALL BE 2.5" MIN. FOR THICKENED PAVEMENT SECTION WHEN
SHOWN ON PLANS.
6. LIMEROCK BASE SHALL BE 8" MIN. FOR THICKENED PAVEMENT SECTION 'M-IEN SHOWN ON PLANS.
PERMIT PLANS - NOT FOR CONS'TRUCTION
CITY OF DORAL
CANAL BANK RESTORATION
PROGRAM - ASCAL '!'EAR 58
DATE:
03/07/16
SCALE:
AS SBOllN
~
DESIGN BY: DRAWN BY: CHECKED BY:
J.V.
o.c.
SHEET
CADD FJLE:
A.V.
DETAILS
OF fi2
~
1.
PUMP INTAKE SCREENS TO BE FABRICATED WITH
PERFORATED POLYPROPYLENE PLASTIC MATERIAL.
STAGGERED PERFORATIONS SHALL BE 1/8"
DIAMETER WITH 33 HOLES PER SQUARE INCH.
PROVlDE
PVC ADAPTER
2 . CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING THE INTEGRITY OF ALL IRRIGATION
SUCTION LINES.
3. TO GUARD AGAINST RESIDENT CLAIMS, THE
COITTRACTOR IS ADVISED TO PHOTOGRAPH ALL
SUCTION LINES PRIOR TO COMMENCING THE
WORK.
2 1/2" OIA.
1/8" WALL
THICKNESS
4. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY
OWNERS Ml< TIME THAT AN IRRJCATION SYSTEM
HAS BEEN DISABLED DUE TO THE TEMPORAR"f'
REMOVAL OF SUCTION LINES. CONTRACTOR SHALL
NOTIFY THE OWNER WHEN THE SYSTEM HAS BEEN
RESTORED.
I
l
5. IF A SUCTION LINE WILL BE OllT OF SERVICE FOR
A PERIOD OF GREATER THAN THREE DAYS,
CONTRACTOR SHALL EITHER RECEIVE WRITIEN
PERMISSION FROM THE IRRIGATION SYSTEM OWNER
OR SHALL PROVIDE FOR ALTERNATE SOURCE OF
IRRIGATION WATER.
i
!
:II
,.{
i
VARIES
!
EXIST. IRRIGATION PIPE.
PIPE DIAMETER VARIES.
~24"
COUPLING AND REDUCER TO
MATCH EXIST. PIPE DIAMETER
j
...
WHITE
NOTE:
SPECIAL EMPHASIS MARKING SHALL BE DURABLE, HIGH
SKID RESISTANT, RETROREFLECTIVE PAVEMENT MARKING.
EL 1.00 OR MIN. 1'
FROM CANAL BOTIOM
~
l
@ SPECIAL EMPHASIS CROSSWALK MARKING DETAIL
21
:I
@) ~r~l.GA TION
I
1"= 20'
INTAKE DETAIL
I
I
l
'....
8
f,.
«
;::?
i
t
IT PLANS - NOT FOR CONSlRUCllON
I
DATE
BY
8/8/10 A.V.
,.,. 8/8/10
J..V.
8550 N.W. 33RD Snm. SUITE 202
DORAL, FLORIDA 33122
PHDN[ (3D5( 55Hl6DB·FAX 1305 ( 551-!!977
lilllilliillil....lll WWW.ADAENB.NET EB# 00003212
CITY OF DORAL
DATE:
08/07/16
CANAL BANI< RESTORATION DESIGN
PROGRAM - FISCAL VEAR 58 J.v.
SCALE:
AS SHOWN
M-42Jll'l'AllS
BY: DRAWN BY: CHECKED BY:
o.c.
SHEET
CADD FILE:
A.V.
DETAILS
OF 52
JO'
5'
VARIES
18' FOR NORTH RAMP
21.5' FOR SOUTH RAMP
PROP.
HANDRAIL~
NON-SKID
SURFACE\
~
\
-
~-
o.ox
1·11
,I
~-
.
I
..
~
..
..
-
"i"
-
_L.---_
I
..
1
VARIES
8' FOR NORTH RAMPS
11.5' FOR SOUTH RAMP
10'
.
..
T
I
5'
__y
LANDING
1: ~
..
~··
T 1
10'
10'
T
-
I
SEE SECTIONS
ON SHEET 44
>
~PROP. ASPHALT
PAVEMENT
@
10'
RAMP ANCHORING DETAILS
PROPOSED RAMP WITH HANDRAIL (TYP.)
N.T.S.
N.T.S.
@ ~~~ESTRIAN BIKE PATH RAMP LAYOUT AND ANCHORING DETAILS
BARS 7" ClRS EACH WAY 5~
STAl~LESS STEEL BARS (MAX.
SPACES BETYIEEN BAR 8 INCJIES)
S.S. MANATEE GRAlE
\/£RT.& HORZ. BARS
SYMMElftlCAL ABOUT
~
PIPE
1")(1" SQUARE
S.S. 7UBE
PICKETS 8"
0.C.
NEW 24" - P\IC
CEIOS OUlFAl..L
PIPE
W~.J...J.....J~~--!s. T~ YIELDED
TO SI.JOE
GATE 5/Ff' pl
STAlr«.ESS SlEEL
BOLT ¥.ITH .3 1/2!
MIN. EMBEDMD.JT
1.- STAINLESS S1Eil. BNtS, PLATES CUPS, BOLTS
AND NUlS SHALL BE OF MARINE GRADE QUALITY.
REVISIONS
DESCRIPTION
DATE BY
BSSD N.W. 33RD 8TOEET· 8UITE 202
DESCRIPTION
CITY OF DORAL
DORAL. F'l.OOIDA 33122
!iiiilliilllli·
'-'··
PltONE (305) 551 ...608· FAX (305) 551 -11977
www.···E··.NET Ee 1 ooaos212
CANAL BANK RESTORA110N
PROGRAM - FISCAL "l'EAR 5B
DATE:
03/07/UI
SCALE:
IS SllCJ1IN
43-4GJJl'l'AllS
DESIGN BY: DRAWN BY: CHECKED BY:
1 .v.
ILK.
SHEET
CADD FILE:
A.V.
DETAILS
OP 51!