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City of Doral - Shoreline Restoration

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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.

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CITY OF DORAL PLANS FOR PROPOSED

CANAL EMBANKMENT RESTORATION PROGRAM FISCAL YEAR 58 15 :::

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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

MERCY CEMETARY

SHI. No. t 2 3

OUR LADY OF

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COi.Et SHEET 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 0

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SCALE 1"·8000'

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PREPARED FOR

~ 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 Fl

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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.

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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.

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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.

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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.

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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

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SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE.

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16. AU. STATIONS A~ OFFSETS REFER TO [BASEIJNE] OF CONSTRUCTION, UNLESS OTHERr.ISE STATED.

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17. CONTRACTOR SHAU. NOT SCALE DIMENSIONS FROM PLANS FOR CONSTRUCTION PURPOSES.

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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.

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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.

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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.

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~

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. -:::' ,·

~ I:? ~

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!

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AS-BUILT REQUIREMENT NOTES 1.

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BY

DESCRIPTION

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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

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LEGEND:

0 Ci_

SEI' OR F'OUND SURVEY CONTROL POINT

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BASELINE

ABBREVIAllONS:

CENlERL.f

*PALM ® HARDWOOD TREE

i

e

POl..E

¢

· ii

Cl

g

---v-- SIGN (SINGLE SUPPORI)

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SURVEY CONTROL POINT (SCP)

0

DIAMETER

rn

WIRING PULL BOX

Hli

CAn:H IWllN

STRUCTURAL FU.

CAP · CORRUGATm ALUMNJM PIPE

f

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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

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Fl.ORD. D£PM'IMENT Of' 1RANSPCRTATION

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SCP · SURllEY CONTROL POltlT (ECISllG SURllE\' MONUMENI)

1NV · INllERT

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Fl9CAL YEAR 6: SD ITEM - CfEIBBaB CANAL

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UNITS

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2

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37

P-02580-1

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P-02110-2

CURB AND RAIUNC REMOVAL

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P-D27711-1

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P-02831-1

CHAIN LINK FENCING

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5,049

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P-02110-4

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1,355

43

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3

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UNCLASSIFIED EXCAVATION

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585

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P-02840-1

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33

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100

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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 STl

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-

21

P-02240-11

STACl

EA

1

22

P-02240-12

STl

EA

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

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10

1. REMOVAL OF CUARDRAIL FOR ACCESS PURPOSES SHAU. BE INCLUDED IN MOBILIZATION LINE ITEM.

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27

P-02480-1

FINISH GRADING AND SODDING (PENSAOOl..A BAHIA)

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19,250

28

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17

29

P-D2481-2

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P-02513-1

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DESCRIPTION

DATE

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P-02513-S

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REVISIONS

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PATH SUB-BASE PREPARATION

32

315

DATE

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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).

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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.

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DRESSEL'S CANAL STA. 53+50 TO 71+81.34 REVISIONS DESCRIP'l'lON

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~ PROGRAM - FISCAL "IEAR 58

DATE: 03/07/16

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DESIGN BY: DRAWN BY: CHECKED BY: J.V.

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REVISIONS DESCRIPTION DATE BY

DESCRIPTION

B550 N.W, a3RD 81REET· SUrr>: 202 DDIW., FUlRIDA SJ 122 PHONE 1305) 551-4608·FAX 1305) 551·8977 WWW.ADA.ENB.NrT EB # 00003212

~

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CONSlRUCTION

CITY OF DORAL CANAL BANK RESTMTION · PROGRAM - FISCAL 'YEAR 58

DATE: 03/07/ 18

SCALE: AS Sll01IN

CADD FILE: 33..;

DESIGN BY: DRAWN BY: CHECKED BY: J.V.

10

I

20

I

SCALE 1"· 20'

lUC.

A.V.

DRESSEL'S CANAL STA. 62+50 TO 66+00 CANAL CROSS SECTIONS

SHEET

33 OF 52

CONTRACTOR SHALL PROTECT EXISTING GUARDRAILS. GUARDRAIL DAMAGED BY CONTRACTOR OR GUARDRAILS WITl·llN THE LIMITS OF EXCAVATION NOT SHOWN FOR REPLACEMENT, SHALL BE REPLACED IN ACCORDANCE WITH DETAIL AT CONTRACTOR'S EXPENSE.

30" MIN. PROPOSED TOB. SEE PLANS FOR STATION, OFFSET AND ELEVATION. EXISTING GUARDRAIL

BACKFILL WITH STRUCTURAL FILL AND COMPACTED AS SPECIFIED. 8'

8' TOB ELEVATION AS SHOWN ON PLANS

r--

6'

't'-1--'-"t"""""<-"-r--''-i

EXCAVATE BENCH IN SLOPE FOR STACKED CANAL BANK STABILIZATION SYSTEM

~

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STACKED CANAL BANK STABILIZATION

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FOOT No. 5 7 STONE

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GREEN STACKED CANAL BANK STABILIZATION SYSTEM AS SPECIFIED (FILL CELLS WllH FOOT No. 57 STONE)

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WATER LEVEL VARIES CANAL AND SEASON

~WITH

IF VOID SPACE REMAINS BETWEEN EXIST. BANK & STACKED CANAL BANK STABILIZATION, BACKFILL BELOW WATER .LINE WllH FOOT No. 57 STONE WRAPPED WITH NON-WOVEN GEOSYNTHETIC & ABOVE WATER LINE WITH STRUCTURAL 2' FILL AND COMPACT AS SPECIFIED.- - -

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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)

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MAINTAIN 24" MIN. THICKNESS OF ROCK RIP-RAP

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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

& 5· x

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

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GUARDRAIL DETAIL

~ !r--------------------------------------------------------------------~ I

!1 j

----CANAL----..__

A CANAL BOTIOM

. VARIES ·

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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

@

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HINGE POINT (DO NOT CUT FACE PANEL)

GD

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EXISTING TOP OF BANK

i

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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.

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EXISTING TOP OF BANK

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TOP LAYER PLAN VIEW

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- - - - - CANAL --------

'II

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..- ···

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

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

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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

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f,.

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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\

~

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-

~-

o.ox 1·11 ,I ~-

.

I

..

~

..

..

-

"i"

-

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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!

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