DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 10117 PRINCESS PALM AVENUE, SUITE 120 TAMPA, FLORIDA 36610
REPLY TO ATTENTION OF December 20, 2017 Regulatory Division West Branch Tampa Permits Section
PUBLIC NOTICE
Permit Application No. SAJ-2006-02900(SP-LEO)
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: NHC-FL 122, LLC c/o John McLaren 2777 Franklin Road, Suite 200 Southfield, MI 48034
WATERWAY AND LOCATION: The project would affect waters of the United States associated with the Braden River. The project site is along the property line of the Horseshoe Cove RV Resort located at 5100 60th Street, Bradenton in Section 10, Township 35 South, Range 18 East, Manatee County, Florida
Directions to the site are as follows: Take Interstate-75 south to Exit 217B (S.R. 70/53rd Avenue East). Take S.R. 70 west towards Braden approximately 2.0 miles. Turn right onto 60th Street West/Caruso Road and proceed approximately 0.4 miles and make a U-turn onto 60th Street East. The project site entrance is approximately 0.1 miles on the left.
APPROXIMATE CENTRAL COORDINATES: Latitude 27.448982° Longitude -82.486803°
PROJECT PURPOSE:
Basic: Bank Stabilization
Overall: Construct a living shoreline, perform dredging, and install rip-rap along a portion of the Braden River.
EXISTING CONDITIONS: The Braden River is classified as Estuarine subtidal with an unconsolidated bottom. Located along the East Branch of the Lower Braden River, the project site consists of a freshwater wetland fringe. Wetland habitats within the general project area include Brazilian pepper (Schinus terbinthifolius), leather fern (Acrostichum daneifolim), black needle rush (Juncus roemeriamus), a few small red mangroves (Rhizophora mangula), and unconsolidated sediments. The existing area surrounding the project area consists of a residential RV resort park.
PROPOSED WORK: The applicant seeks authorization to construct a 2,200 linear foot living shoreline along the Braden River within the RV resort property. The work will include installation of a gabion sill and/or wall, backfilled with sediment from a nearby shoaled area, and then planted with tidal marsh species ultimately to colonize mangrove propagules floating within the Braden River. Dredging will impact a 0.15 acre of shoaled area within the oxbow of Braden River and stabilizing the shoreline will impact a 0.166 acre of wetlands.
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 applicant has designed the project with the state and Federal regulations for living shorelines. The proposed project uses minimally invasive materials to achieve the required bank stabilization rather than proposing a completely hardened shoreline.
COMPENSATORY MITIGATION – The applicant has provided the following explanation why compensatory mitigation should not be required:
The applicant is not providing compensatory mitigation as the intent of the project is to create a natural shoreline with minimal adverse impacts. Work will have minimal fill impacts, 0.16 acre, that will be offset by the removal of nuisance/exotic species and the planting of native vegetation.
CULTURAL RESOURCES:
The Corps is not aware of any known historic properties within the permit area. By copy of this public notice, the Corps is providing information for review. Our final determination relative to historic resource impacts is subject to review by and coordination with the State Historic Preservation Officer and those federally recognized tribes with concerns in Florida and the Permit Area.
ENDANGERED SPECIES:
The Corps has determined the proposed project may affect, but is not likely to adversely affect (MANLAA) the West Indian Manatee (Trichechus manatus) and the endangered Wood Stork (Mycteria americana):
Use of the 2010 Wood Stork Effect Determination Key yielded the following progression: A
2 species. A review of project activities show that impacts to SFH would be less than 0.5 ac.
The Corps has determined the proposed project may affect, but is not likely to adversely affect the Manatee. The Corps will request U.S. Fish and Wildlife concurrence with this determination pursuant to Section 7 of the Endangered Species Act.
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 approximately 0.16 acres of fresh water marsh and unconsolidated bottom. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or Federally managed fisheries in the Gulf of Mexico. 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 Tampa Permits Section, 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610 within 30 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, Leanne Obra, in writing at the Tampa Permits Section, 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610; by electronic mail at [email protected]; by facsimile transmission at (813)769-7061; or, by telephone at (813)769-7071.
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.
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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.
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KNOW WHAT ' S BELOW UTILITY NO TIFI CA TI ON ALWAYS CALL 811 UTILITY LOCATI ONS DEPICTED WITHIN THIS • BEFORE YOU DIG CONSTRUCTION PLAN SIT HAVE BEEN COMPILED FROM FIELD SURVEYS AND DOCUMENTS SUPPLIED BY THE VARI OUS UTILITY It's fast, Ifs free, Ifs the law. COMPANIES. THE ENGINEER MAKES NO CLAIM PROPOSED RIVER BANK TO THE ACCURACY OF THE UTILITY LOCATI ONS www.callsu nshine.com SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AN O IS RESPONSIBLE FOR VERIFYING THE DEPTHS AN O FIELD LOCATI ONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTR UCTI ON. ACTUAL UTILITY LOCATIONS AN O DEPTH S MAY STABILIZATION VAR'f FR OM TH OSE DEPICTED WITHIN THI S CONSTRUCTI ON PLAN SIT. PROTECTION OF ALL UTILITIES WITHIN THE AREA OF FOR CO NSTRUCTION AN D ALL COSTS TO REME DY DAMAGES TO EXISTI NG UTILITIES AN D DISTURBED AREAS SHALL BE BORNE BY THE HORSESHOE COVE RV RESORT CO NTRACTOR. 5100 60th STREET EAST {CARUSO ROAD} INDEX OF DRAWINGS BRADENTON, FL., 34203 Sheet No. Description 1 COVER SHEET 2 PROJECT DATA SHEET 3 TYPICAL SECTION SHEET 4 BLANK SHEET 5 BASE LINE CONTROL PLAN, KEY MAP & AERIAL PHOTO SHEET 6 GABI ON CONTROL & CROSS SECTION LOCATION SHEET 7 GABI ON CONTROL & CROSS SECTION LOCATION SHEET 8 DREDGE PLAN AND PROFILE SHEET 9 CROSS SECTION SHEET 10 CROSS SECTION SHEET 11 CROSS SECTION SHEET 12 CROSS SECTION SHEET 13 CROSS SECTION SHEET 14 CROSS SECTION SHEET 15 CROSS SECTION SHEET 16 BMP DETAIL, NOTES AND PLAN SHEET PROJECT LOCATION 17 SSSL PLAN KEY MAP AND DETAIL SHEET
APPLICANT I OWNER: ECOLOGIST HORSESHOE COVE RV RESORT ECOLOGICAL SERVICES ASSOCIATES c/o: GERRY SPIT, HUGH D. DINKLER, PWS • ..• . CONSTRUCTION MANAGER II 280 ABALONE RD . • " 7125 FRUITVILLE ROAD VENICE, FLORIDA 34293 SARASOTA, FL 34240 LOCATION MAP PHONE: (941) 330-5549 PHONE: (941) 379-5695 H Dinkler@Ecologi cal SA. com N.T.S. MANATEE COUNTY, FLORIDA SECTION 10, TOWNSHIP 35S, RANGE 18E SURVEYOR: ENGINEER: DMK ASSOCIATES, Inc. DMK ASSOCIATES, Inc. 4315 S. ACCESS ROAD 421 COMMERCIAL COURT, SUITE C ENGLEWOOD, FLORIDA 34224 VENICE, FLORIDA 34292 PHONE: (941) 475-6596 PHONE: (941)412-1293 FAX: (941)474-1043 FAX: (941) 412-1043 [email protected] [email protected] C.A. 3943 C.A . 3943
MARY ANN LI ND St at e of Fl orida, Professional Engin eer, License No. 58093 This item has been electronica ll y signed and sealed by MARY AN N LI ND, P.E. on Oct 20 2017 using o SHA- 1 au t hentication code; Printed copi es of this document are not D considered signed and sealed and the SHA- 1 authentication code must be verified on any electronic copies. & ~ ~CQl© D & LJB~ E NG I N EE RS • S UR V E YO R S 421 COMM ERCIAL COURT, SUITE C VENICE, FL 34292 TEL: (9 41) 412 -1293 FAX: (9 41) 412-1 043 EMAIL: info@:lmkassoc.com C.A. No. 3943 DMK PROJECT No. 15- 0116 GENERAL CONSTRUCTION NOTES: SAFETY NOTES: STANDARD MANATEE CONSTRUCTION CONDITIONS:
1. ALL ELEVA TI ONS REFER TO Tl-IE NATI ONA L "A" VERTI CA L DA TUM (1988). I. IT SHALL BE THE SO LE RESPONSIBILITY OF THE CON TRACTOR TO COMP LY AND ENFORC E ALL APP LI CAB LE SAFETY I. THE CON TR AC TOR SHALL COMP LY WITH THE FOLL OWIN G MANATEE PRO TECTI ON CONS TRUC TI ON COND ITI ONS: REGU LATI ONS. THE INFORMATION HEREI N HAS BEEN PROVIDED FOR THE CON TRACTOR'S INFORMATION ON LY AND 2. THE CON TRAC TOR SHALL MAK E THEI R OWN DETERM INATI ON OF THE QUAN TITllC S OF WORK REQU IRED TO COMPLETE THE DOES NOT IM PLY TH AT TH E OWN ER, OWN ER'S ENGIN EER, OR ENG INEER OF RECORD WILL INSP ECT AND/OR ENFORC E a. THE CON TRACTOR SHALL INS TRUC T ALL PERSONN EL ASSOCIATE D WITH THE PROJECT OF THE PO TE NTIAL CONS TRUC TI ON SHOWN ON THE PLANS. THE CONTRACTOR SHALL ALSO MAKE Tl-IEI R OWN ASSESSM ENT OF THE SITE AND SAFETY REGU LATI ONS. PR ESENCE OF MANATEES AND THE NEE D TO AVO ID CO LLI SIONS WITH MANATEE S. ALL CONS TRUC TI ON PERSONN EL THE WORK REQU IRED PR IOR TO BIDD ING AND ANY DISCR EPANCIES, ERRORS OR OM ISSIONS, SHALL BE BROUGHT TO THE ARE RESPONSIBLE FOR OBSERVING WA TE R- RELATED AC TI VITIE S FOR Tl-IE PR ESENCE OF MANA TEE (S). ATTE NTI ON OF THE COUNTY R E ~R E S E N T A TI VE BEFOR E THE BID DU E DATE. 2 . DUR ING THE CONS TRUC TI ON AND/OR MAINTENANCE OF THE PROJECT, ALL SAFETY REGU LATI ONS AR E TO BE ENFORC ED. THE CON TRACTOR OR REPR ESEN1ATI VE SHALL BE RESPONSIBLE FOR THE CON TRO L AND SAFETY b. THE CON TRACTOR SHALL ADVISE ALL CONSTRUC TI ON PERSONN EL TH AT THERE AR E CIV1 L AND CR IMINAL 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCA TI ON OF ALL UNDERGROUND UTILITIES OR OTHE R OBJECTS PROVISIONS SET FOR TH BY OS HA IN THE FE DERAL REGISTE R OF THE DEPAR TMENT OF TRANSPORTATI ON .. PENALTIE S FOR HARM ING , HARASSING, OR KILLI NG MANATEES WHI CH AR E PROTECTE D UNDER THE MARINE PR IOR TO COM MEN CING WORK A T THE SITE. ANY UTILITIE S OR OTHE R ITEM S DAMAGED DURING CONS TRUC TI ON SHALL BE MAMMAL PROTECTI ON ACT OF 1972, THE ENDANGERED SP ECIES ACT OF 1973, AND THE FLOR IDA MANATEE REPAIRED AT NO COS T TO THE COUN TY. SANCTUARY AC T. DEWA TERI NG SITE CONSTRUCTION NOTES: Ci 4 . ALL AR EAS OR ITEMS OUTSIDE THE LI MITS OF CONS TRUC TI ON TH AT AR E DAMAGED OR DISTURB ED BY THE CON TRAC TOR c. SILTA TI ON BARR IE RS SHALL BE MADE OF MATERIAL IN WHICH MANATEES CANNOT BECOME EN TANG LE D, AR E D w {/) O'I SHALL BE RESTOR ED TO THEI R OR IGINAL OR BETTE R COND ITI ON AT NO COS T TO THE COUN TY. PROPERLY SECUR ED, AND AR E REGU LAR LY MON ITOR ED TO AVO ID MANATEE ENTRAPM ENT. BARRIERS MU ST NOT •F -"=''-----'f-=--_, "0C TI, 1. CONTRACTOR SHALL PROVIDE LOCA TI ON, SP ECS, PROCEDUR ES ANO PERM ITS FOR THE DEWA TERING SITE TO THE <( BLOCK MANATEE ENTRY TO OR EXIT FROM ESS EN TI AL HAB ITAT. >. COUN TY AND ENGIN EE R OF RECORD FOR REVIE W PR IOR TO MOBILI ZA TI ON. Ill ~ 5. THE CON TRAC TOR SHALL CHE CK PLANS FOR CON FLI CTS AND DISCR EPANCIE S PR IOR TO CONSTRUC TI ON . THE CON TRACTOR c 0 < I SHALL NO TIF Y THE ENG INEER OF RECORD OF ANY CON FLI CT BEFOR E PERFORM ING ANY WORK IN THE AFFE CTE D AR EA d. ALL VESS ELS ASSOCIATE D WITH Tl-IE CO NSTRUCllON PROJECT SHALL OP ERA TE AT CONSTRUCTI ON AR EA AND 0 ~ ,c w WHILE IN WATER WHE RE THE DRAFT OF THE VESS EL PROVIDES LESS TH AN A FOUR FOO T CLE ARANCE FROM THE ~> 0 6 . THE CON TRAC TOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTI NG FA CILITIES, ABOVE OR BELOW GROUND DREDGE CONSTRUCTION NOTES: BO TTOM . ALL VESSELS WI UL FOLL OW ROU TE S OF DEE P WA TE R WHENEVER POSSIBLE . u TH AT MAY OCCUR AS A RESU LT OF Tl-IE WORK RERFORM EO BY THE CONTRACTOR AT NO COST TO THE COUN TY. m ~' 1. ALL WORK WILL BE CO MPLETED WITHI N DESIGNATED DR EDG E AR EAS AND TO DESIGNATED DREDG E DEPTl-I S. e. IF MANATEE(S) AR E SEE N WITHI N 100 YARD OF THE AC TI VE DAILY CONS TRUC TI ON/DREDGING OP ERA TI ON OR ,__] 0 7. IT IS THE CON TRAC TOR'S RESPONSIBILITY TO BECO ME FAMILI AR WITH THE PERM IT AND INSPECTI ON REQU IREME NTS FOR VESS EL MOVEMENT. ALL APPROPR IATE PR ECAU TI ONS SHALL BE IM PLEMENTE D TO ENSUR E PRO TE CTI ON OF THE "'~ "'' THE VARIOUS GOVERNM ENTAL AG ENC IE S. TH E CON TRAC TOR SHALL OB TAIN ALL NECESSARY PERM ITS PR IOR TO 2. ALL DREDG E ACTI VITY WILL BE CONDUC TE D DURING DAYLI GHT HOURS FROM ON E HALF-HOUR AFTE R SUNRISE TO ON E MANATEE . THESE PR ECAU TI ONS SHALL INCLUDE THE OP ERA TI ON OF ALL MOVING EQU IPM ENT NO CLOS ER TH AN 7 ' ~~ CONS TRUC TI ON AND SC HE DU LE INSPECTIONS ACCORD ING TO AG ENCY INSTRUC TI ON . 50 FEET OF A MANATEE . OP ERA TI ON OF ANY EQU IPM ENT CLOSER TH AN 50 FEE T TO A MANATEE SHALL HALF-HOUR BEFOR E SUNSET. c " ,Qi D NECESSITATE IM MEDIATE SHUTDOWN OF TH AT EQU IPM ENT. ACTI VITIES WILL NOT RESUM E UN TIL THE MANATIT(S) , 0 D ~ 8 . ALL SP Et':IFI CA TI ONS AND DOCUM ENTS REFE RR ED TO SHALL BE OF LA TEST REVIS IONS AND/OR LATEST EDITI ON UN LESS HAS DEPAR TED THE PROJECT AR EA OF ITS OWN VO LITI ON . D. u 3 . THE CON TRACTOR SHALL STR ICTL Y AD HERE TO ALL MANATEE REGU LATI ONS. OTHE RWISE NOTED. 4 . THE CON TRAC TOR WILL OBSERVE A TE N (10) FOO T BU FFE R AROUND ALL DOCKS, NATURAL RESOURCES, SEAWA LLS f. ANY CO LLI SION WITH AND/OR INJURY TO A MANATEE SHOU LD BE REPOR TE D IMM EDIATELY TO Tl-IE FWC HOTLI NE 9 . THE CON TRAC TOR IS RESPONSIBLE FOR ES TAB LI SHI NG OR VERIFYING HOR IZON TAL AND VERTICAL CON TRO L AT TH E SITE. AND STRUC TURES, EXC EPT WH ERE INDICATED IN PLAN. AT 1-888- 404-FWCC. COLLI SION AND OR/INJURY SHOU LD ALSO BE REPOR TE D TO THE U.S. FI SH AND WILDLIFE SERVICE IN JACKSONVILLE (1 - 904.- 232- 2580 FOR NOR TH Fl_OR IDA OR VERO BEAC H 10. ALL WORK PERFOR MED SHALL COMP LY WITH THE REGU LATI ONS AND ORD INANCES OF THE VAR IOUS GOVERNM ENTAL 5. AR EAS WHERE NATURAL RESOURCES (SEAGRASS, OYS TE RS, ETC.) AR E PR ESENT WILL BE PRO TE CTE D WITH TURBIDITY (1 - 772- 562- 3909) IN SOU TH FLOR IDA. AG ENCIES HAVING JURISD ICTI ON OF THE WORK . BARRIERS MAINTAINED TH ROUG HOU T THE PROJECT. g. TEM PORARY SIGNS CONCERN ING MANATEES SHALL BE POS TE D PR IOR TO AND DURING ALL 11 . REPAIR AND REPLAC EMENT OF ALL PR IVA TE AND PUBLIC PROP ERTY AFFE CTED BY THI S WORK SHALL BE RESTOR ED TO A 6. TURBIDITY CON TROL MEASUR ES WILL BE PROPERLY MAINTAINED IN COMP LI ANC E WITH FE DERAL AND STATE WA TE R CONS TRUC TI ON/DREDGING AC TI VITIE S. ALL SIGNS AR E TO BE REM OVED BY THE CON TRAC TOR UPON COMPLETI ON COND ITI ON OF EQUAL TO, OR BETTER TH AN EXIS TI NG COND ITI ONS UN LE SS SP ECIFI CALLY EXEM PTED BY THE PLANS. QUALITY STANDARDS. IF TURB IDITY LE VELS EXC EE D WA TE R QUALITY S TANDARDS, DR EDG ING AC TI VIT Y WILL CEAS E OF THE PROJECT. A SIGN MEASURING AT LE AST 3 FT BY 4 FT. WHI CH READS "CAU TI ON: MANATEE ARES" WILL UN TI L LEVELS RETURN TO THE ACC EPTAB LE RANGE. 12. ALL DISTURB ED AR EA WITHI N THE PROJECT NOT DESIGNA TE D FOR IMPROVEME NTS AR E TO BE RESTOR ED TO OR IGINAL BE POS TE D IN A LOCATION PROM INENTL Y VISIBLE TO WATER RELATE D CONS TRUCTION CR EWS. A SECOND SIGN z COND ITI ON OR BETTER. SHOU LD BE POS TE D IF VESS ELS AR E ASSOCIATED WITH THE CONS TRUC TI ON, AND SHOULD BE PLAC ED VISIBLE 0 7. IF TURBIDITY VIOLA TI ONS OCCUR A T THE DISC HARGE/RETURN - WA TER LOCATI ON OF THE DISPOSAL SITE, TH r TO THE VESSEL OP ERATOR. THE SECOND SIGN SHOU LD BE AT LE AST 8 - 1/2" BY 11" WHI CH READS ~ 5 CON TRACTOR S.HALL BE PR EPARED TO UTILI ZE PO LYM ERS TO REDUC E TURBIDITY TO AN ACC EPTAB LE LE VEL. w 13. CON TRAC TOR SHALL PROVIDE A DUST MANAGEMENT PLAN TO THE ENG INEE R AND THE COUN TY FOR APPROVAL PR IOR TO "CAUTI ON: MANATEE HABITAT". IDLE SPEE D IS REQU IRED IF OP ERA TI NG A VESS EL IN THE CONSTRUC TI ON AR EA. oc INITI A TI NG CONSTRUC TI ON. APPROVAL OF THE PLAN SHALL NO T .OB LI GA TE THE ENG INEE R OR THE COUN TY IN ANY WAY ALL EQU IPM ENT MU ST BE SHUTDOWN IF A MANATEE COM ES WI THI N 50 FEET OF OP ERATI ON. ANY CO LLI SION 8. THE CON TRAC TOR WILL OP ERA TE IN A MANN ER TH AT WILL CAUSE THE LE AST IMPACT TO WA TE RWAY NAVIGA TI ON AND AND SHALL NO T ALLE VIATE THE CON TRACTOR'S RESPONSIBILITY TO CON TROL FUG ITI VE DUST. WITH AND/OR INJURY TO A MANATEE SHALL BE REPOR TED IMM EDIATEL Y TO THE FWC HOTLI NE AT ACCOMMODA TE LOCAL TRA FFI C WITHI N REASON . 1-888-404-FWCC. THE U.S. FI SH AND WI LDLIF E S ERVICE SHOU LD ALSO BE CON TAC TE D IN JACKSONV1 LLE 14. CONSTRUCTI ON TRAFFI C SHALL. NO T IMP EDE THE SAFE AND EFFI CIEN T USE OF NOR TH LAN E BY TH E PUB LI C. (1 - 904- 232- 2580) FOR NOR TH FLOR IDA OR VERO BEAC H (1 - 772- 562- 3909) IN SOU TH FLOR IDA. 9 . DR EDG E BARGES, PIPELI NES, CAB LE S, BUOYS, ETC. WILL BE REMOVED FRO M THE CHANN EL AT THE CO MPLETION OF CON TRACTOR SHALL FOLLOW FOO T STANDARD IN DICES 600 AND 604 FOR MAINTENANCE OF TRA FFI C DUR ING EAC H DAY'S WOR K AND HA VE WORKING MARKING/ANCHOR LI GHTS TO WARN VESS ELS OF THEI R. LOCA TI ON . CONSTRUC TI ON OF TEM PORARY CONS TRUCTI ON ACC ESS CONN ECTI ON . 10. DAMAGE TO ANY PROPERTY, UTILITIES, STRUC TUR ES OR NATURAL RESOURCES SHALL BE REPAIRED OR REPLACED BY 15, CON TRAC TOR SHALL BE RESPONSIBLE FOR Tl-IE TIMELY REMOVAL OF ANY FU GITIVE DUST, SAND OR DEBR IS WHI CH MA Y BE CAUSED BY HI S AC TI ONS FROM THE RIGHT OF WAY OF CARUSO ROAD OR 53rd AVENUE EAS T. THE CON TRAC TOR IN A TIME LY MANN ER AT THE CON TRACTOR'S EXP ENSE. ci z 16. RECORD DRAWINGS: THE CON TRACTOR SHALL BE RESPONSIBLE FOR HAVING A REGISTERED LAND SURVEYOR TO RECORD INFORMA TI ON ON A SET OF THE APPROVED PLANS CONCURRENTL Y WITH CONS TRUC TI ON PROGR ESS FO ~ L OW I NG FI NAL INSPECTION. ON E (1) SET OF THE FI NAL RECORD DRAWINGS SHALL BE SUBM IT TE D TO THE ENGIN EE1' OF RECORD, . RECORD DRAWINGS SHALL COMP LY WITH THE REQU IREMENTS IN THE SCOPE OF WORK.
I 7. ENGINEER OF RECORD IS THE ENG INEE R RESPONSIBLE FOR THE DESIGN OF THE PROJECT. MAR Y ANN LI ND, P.E. DMK ASSOCIA TE S, INC. 421 CO MMERC IAL COUR T, SU ITE C VENICE, FL OR IDA 34292 (941) 412- 1293. (941) 412- 1043.
18. ENGINEER OF RECORD IS THE ENG INEE R HI RED TO OBSERVE CONSTRUCTI ON .
19. OTHE R CON TAC T INFORMATI ON WILL BE PROVIDED AS NECESSARY.
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N CONSTRUC TI ON CON TRO L LINE
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3'x3'x6' (WxOxL) 5 .0' HORIZ ONTAL CONTROL GAB ION BASK ET POINT & PGL - , ROCK FILLE D MACCA FE RR I GAB IONS v BASKET "SILL" ( TYP), SEE CON FI GURA TI ON SECTI ON VIE W z DETAIL ON THI S SHEET 0 ~ FILTER FABR IC 5 w ~>-BO TTOM OF SILL (TYP) ~ 5.00' EL: - 2.0' (N AVO 88) GABION SILL CONFIGURATION DETAIL HORIZ ONTAL CONTROL POINT & PGL ( AS SHOWN IN CROSS SECTI ONS) N. T.S. EL: =-2.0 ( TYPI CAL)
ci GABION SILL SECTION z STA 18+00.00 to 25+65.45 N. T.S.
CONSTRUC TI ON CONTRO L VAR IE S LI NE VAR IES (56' ± TO 115'± )
HORIZONTAL CONTROL POINT & PGL EROS ION CON TROL (AS SHOWN IN CROSS SECTI ONS) 6'x3'x3' ROCK FILLED\ 'f'' BLANKET MACCAFERRI GABION \ EXISTI NG GRA~ E • -'.:' EL: =-2.0' ( TYPI CAL) 0 e TOP OF WALL EL: 5.15' ~ 1-~~~~~~-1 (NAVO 88)(TYP) EXISTI NG VEGETATI ON 6'x6'x1.5' ( LxWxD) ROCK FILLED ~ MACC AFERR I FOUNDA TI ON 6'x6'x4.5' ROCK FILLE D fw GAB ION ( TYP) MACCAFE RR I GABION w MH WL 0.47._y_ I SELE CT Cf) BACK FILL z 6'x3'x3' ( LxWxO) ROCK FILLEO 6'x6'x1 .5' ROCK 0 FILLE D MACCAFE RR I MACCA FERR I GABIONS ( TYP) f FOUNDA TI ON GAB ION u 6" . / w Cf) 6'x6'x4.5' ( LxWxO) ROCK FILLE D ...J MACCAFER RI GABIONS ( TYP) - '-",_TOP OF FOUNDA TI ON ( TYP) <3 5.97' 6.00' EL: - 2.0' (NAVO 88) CL 6'x6'xl .5' ( LxWxO) ROCK > FILLED MACCAFE RR I f- FOUNDA TI ON GAB IONS ( TYP) 10.00' FILTER FABR IC 6 'x6'x1 .5' ROCK u w~ FILLE D MACCAFERR I 0 1: 1.5 (H: V) GABION WALL SECTION FOUNDATI ON GABION STA 7+10.94 18+00.00 & to 1: 1.5 (H: V) GABI ON WALL (PARTIAL) STA 27+58.48 30+50.13 to ISOMETRIC VIEW N. . T.S. N. T.S. ------• •
r·· I, , •. ' . I GABION WALL PGL HORIZONTAL I I I ALIGNMENT, SEE SHT'S 6 & 7 I I D I FOR DETAILED INFORMATION I I I-' I I I >- ~ m~ c LL I _Q' 0 mo D ~ Oo.
r ~ - -- m I I , I I I I I I r I .. ~ Delt a=11 5" DO' oo" D= 13' 28' 53" I Pl STA. = 27+ 77.62 t - ~- ci T=667.12" - z e=1 96.648' ..17 I! L= 853.03' XO. R= 425.00' 0
PROPOSED DREDGE AREA i.S;41· 46' 34 .~" W ' '· . 236-<_7' SEE PLAN AND PROFILE SHT 8 / I
21+ 1CY.50 END ALI GNMENT t STA. = 32+ 00.00 N=11 3<065.7300 Cl Cl GABION SILL PGL HORIZONTAL <:=4j 7981.7666 •! -;. • I Cl ALIGNMENT, SEE SHT'S 6 & 7 • CV I • I •i • FOR DETAILED INFORMATION • •! f ' "f.8 ~1 S73' 13' 25.08"E q, 1 f 258.15' I • - , ~ 8+00 8 ..-+4o - _..."--- I - ~ ----+---.!!-+- PT: 18+ 52.36 Qk~ -Y: .1 . "f. • ~ ~...:x" I ~ to..,.. l"J~ y • . _/ "V : PT: 9+88.80 /~ r,,X* ~ • • "' 4+ 99.24 1 -~- - --~-=i:.~~ - +- •------z= -·------~ , . '527' 58' 22.69"W .. 245.38' CONSTRUCTION I Delta= 66" no· 00" CONTROL ALIGNMENT I • 0 =1 J ' 2 ~ 5 3" 7, , Pl STA.=- 7(1- 75.24 l T=276.00" - I FEET ""!! = 6'8.965' PC: 1'2+ 34.18 I • ~--- . i,.=48 ~ 56' I •o o 80.,., R =42 !°0 ~ GABION WALL PGL HORIZONTAL
I N ALIGNMENT, SEE SHT 6 FOR / "2 0 DETAILED INFORMATION I ' / • .. i "c L!) • '0 ai_· ' ' - ' ' - ' " • Pl STA: 22+ 11.43 OFF: - 67.00,Lt N ~ 1132949.658 I E~ 498071.20 I • I I j --j • • I I - N " "m I - _'.j I D w f- I I I GABION SILL PGL • HORIZONTAL ALIGNMENT i ·- ~ GAB ION SI Pl STA: 21 I OFF: - 53. N ~ 113296 • • c LL E~ 498011 _Q' 0 I • mo D ~ • Oo. I ' ' . r I - m GAB ION SILL I - Pl STA: 20+ 93.37 g~"' OFF: - 53.91,Lt GAB ION WA LL l GAB ION WA LL N ~11 32988 . 696 Pl STA: 9+ 32.04 ~ Pl STA: 8+ 03.09 E~ 497944. 1 9 OFF: - 115.65,Lt -..J OFF: - 113.88, Lt I I + u I N ~ 1133734.230 ... "'0 N ~ 1133894.370 0 0 E~ 497736.54 • E~ 497767.71 z 0 0 I r--;G" AB ION WA LL v @ 0 ev ~ Pl STA: 7+ 26.37 ~ I 5 ~ 3 1 n t; v ~ • GAB ION WA LL w 0 - ~ I OFF: -1 06.91,Lt ... ~' GABION WALL PGL I " 0 .,. ~ Pl STA: 9+ 60.24 N ~1 133990.546 0 "' _.,. ... "~ "N OFF: - 105.95,Lt E~ 497757.01 ... er HORIZONTAL ALIGNMENT I '--0 O' N ~ 1133704.985 I @ 0 g~ "- '!i • 0 0 g6oi E~ 497714.13 0 0 0 ~ I BEGIN GAB ION 0 cj 0 sf I n cj I • Pl STA: 7+1 0.94 11 -2 - + I w I e I I I END GAB ION WA LL :+--r---,-1 CONSTRUCTION CONTROL • BEGIN GAB ION SILL ~ I \ STA: 17+ 90.31 ALIGNMENT, SEE SHT 5 FOR GABION WA LL GAB ION WA LL OFF: - 93.06,Lt Pl STA: 13+ 46.68 I Pl STA: 14+ 57.05 N ~ 1133 11 2.676 :1 HORIZONTAL GEOMETRY OFF: - 107.77,Lt OFF:-106.53,Lt E~ 497682 '-".5._1 _ _. N ~ 1133381 . 963 I N ~ 1133305. 713 I E~ 497560.03 E~ 497558.11 1- _ --- -- L ---r- I I ------I -,&_ ___,\.- u • w~ 0 GAB ION WALL GAB ION SILL Pl STA : 27+ 82.56 , . Pl STk 25+43.71 OFF: - 80.44,Lt OFF: - 62.64,Lt N~1132374.251 N ~1 132649.959 E~ 498304.73 E~ 498293. 77 GAB ION SILL Pl STA: 24+68.36 OFF: - 64.26,Lt 'j, .,. GAB ION WALL N ~ 1132731.835 z;, Pl STA: 28+ 40.07 E~4 98265.86 '3 OFF : - 85.92,Lt BEGIN GAB ION WALL N ~ 1132308.232 /""" • 0 END GAB ION SILL Pl STA : 27+ 58.48 E~ 498284.92 I Pl STA : 25+ 65.35 OFF: - 72.29,Lt 0 OFF: - 60.68,Lt ~ N~ 11 32403 . 799 - N ~ 1132625.406 E~ 498304 . 60 § \ E~ 498297 . 60 GABION WALL PGL D GAB ION SILL \ Pl STA: 23+ 58.97 HORIZONTAL ALIGNMENT OFF: - 52.88,Lt \ N ~ 1132830 . 650 • "'o E~ 498189.90 '+'-' • ' \ \ GAB ION SILL \ GAB ION SILL Pl STA: 23+ 05.32 OFF: - 74.84,Lt Pl STA: 22+ 71.81 OFF: - 77.23,Lt N~1132890.542 D E~ 498163.51 N ~ 1132918 . 152 \ 27+oo GAB ION WALL r E~ 498135.16 ~ - . ~ m \ "'-.__jBEGIN DR EDGE ... Pl STA : 28+ 83.57 OFF: - 89.89,Lt STA: 26+ 18.57 GAB ION SILL END \ ffii EDGE §§'"'T~TO°'"M"'v- N~1132260.058 Pl STA: 22+64.26 Oo . I I ST A: 24+5 ~4 -~7~9~---' E~4 98263 . 72 OFF: - 76.11,Lt EN D DR EDG E BO TTOM N~1132922.754 STA: 27+ 99.21 ./ E~ 498127.46 /Y. z 0 ~ 5 w ~ GAB ION SILL Pl STA: 22+1 1.43 OFF : - 67.00,Lt I N ~ 1132949 . 658 CONSTRUCTION CONTROL E~ 498071.20 ALIGNMENT, SEE SHT 5 FOR --- -4-- +- ci HORIZONTAL GEOMETRY END GAS ION WA LL z Pl STA: 30+ 50.13 / OFF: - 93.27,Lt N ~11 32115.360 GAB ION SILL E~ 498151.17 Pl STA: 22+ 63.75 GAB ION WA LL OFF: - 75.60,Lt Pl STA: 30+ 38.89 OFF:-91.00,Lt I N ~113 2922.710 E~ 498126.67 N ~ 1132 1 25 . 251 E~ 498156.96 GAB ION SILL Pl STA: 22+ 29.48 f OFF: -69.47,Lt N ~11 32940. 776 I E~ 498090. "3..;.4 _ _. GAB ION SILL Pl STA : 21 + 58.62 OFF: - 53.36,Lt N ~ 1132964.695 .---~ -- E~ 498011.2,.9-._. r----- 1 GA810N SILL Pl STA : 20+ 93.37 I OFF: - 53.91,Lt (/) I N ~ 1132988.696 I (/) LlJ E~ 497944.19 0 LlJ L ___ _ 0::: I • _J () (/) ~ - • J.""'" MA1; • Cl-f1_1N ~ , . E. sr::r:: t(>41 . ·---- ' GAB ION SILL S!-f/6~J --- Pl STA: 19+ 79.48 OFF: - 51.18,Lt - N ~ 1133018.957 1 E~ 497834 . 36 FEET " .. ~-- 0 ~ ij 20 0 ',':'' :Jw w~ -- 'u 0 ·" ~," .__.._ ___. __ _. !. 0 , $ • GAB ION SILL Pl STA: 18+ 80.54 ' ' @ OFF: -64. 47,Lt -.; ------MHWL MHWL MHWL MHWL STA: 24+ 45.27 I OFF: - 34.0 Lt CTl STA: 23+ 05.65 Ul N ~ 113274 1. 366 OFF: - 34.0 Lt PROPOS ED EMBANKM ENT, PROTECTI ON . E~ 498227 . 285 0 N ~ 1132860.447 GAB IONS SEE TYP ICA L SECTI ONS ON N N < \ E~4 98135.898 SHEET 3 n \ \ \ (p . <' I- N EXISTI NG DOCK, TO BE \ PRO TE CTED IN PLAC E \ N 0 STA: 24+ 54.43 \ . OFF: - 26.4 Lt N c c c ·c0 c c c c N ~ 1 1 32729.168 D . cD \- c c E~ 498225.091 CTl N _c c c . . N \ ...---. _c . n N \ N CTl \ N ---. c \ \ c . \ N CTl STA: 22+ 96.58 \ OFF: - 26.8 Lt N 0 N ~ l 132861 .675 \ . E~ 498123 . 850 cD n CTl . BEGIN DR EDGE DR EDG E AR EA: 6,300 S. F. \ FEET . t'I N END DR EDG E BO TTOM c LL n STA: 22+ 96.14 (0.145 AC) STA: 24+ 54. 79 ~- • - mo~ 0 \ BO TTOM OF DR EDG E \ - 10 D ~ \ Oo. . EL: - 1.0 BELOW EXISTI NG GRAD E r'! . cD N r I- . . m I " n I 0) N n . STA: 22+ 96.02 I t'I \ I OFF : - 5.0 Lt cD I \ 24+00 N ~ l 132845.840 0 n .CIJ . E~ 498108.892 I --- (-.:\--- ~ \ < \ :l :l I z :l N 0 --- ~ - STA: 24+ 54.85 I 5 :i- :l w OFF: - 3.5 Lt ~ N ~ 1132718.416 . :i=-- . 0 " !") E~ 498204 . 798 n \- t'I \ • . 1: 1 CU T SLOP E TO \ STA: 24+ 45.06 l"J DAYLI GHT ( TYP) \ ____.....-- - \-. !") OFF: 5.0 Rt < \ N ~ 11 32723.187 !") \ I DR EDGE DAYLI GHT E~ 498192 . 791 \'i / CU T LI NE ( TYP) STA: 23+ 05.90 \ OFF: 5.0 Rt "" 0 . z N ~ l 132831.809 N E~ 498109.450 . . !") 1"l \ !") \ I " . I 0 .-. !") ·ui t'J ' t'! I . \ I N . I < cD n cD . \ 0 N N . \ I- \ N I CTl < 0 E . " " 5 5 Sta: 24+ 54.79_ El : - 2.23 , 1-~~~~~~~ 0 0 ~ w \ _J LL Sta: 22+ 96.17 Sta: 24+ 53.52 3'62 El , ~24 \ 0 EXISTI NG GRAD~ AT 0::: 7 " CONS TRUC TI ON CON TRO L LI NE\ \ . a... \ ------/Sta: 22+ 973-1 \ 0 El : - 4.63 ------z f I ------\ '.£' ,:..: 0 z ',':'' :Jw 'm u ~: 1-~.J...~--'~~-1 ~ 10 -1 22+ 50 23+ 00 24+ 00 25+ 00 \!. :t co PROPOSED DREDGE PROFILE SCA LE : 1" ~ 10' (H), 1 " ~ 2 . 5' (V) BLANKET TIE PT. -Off: -119.42 18+60.00 (0-41 ll 19+70.00 (0-37)1 m El: 5.53 20 ~---s~=-----+~<[Jl-______~------~------~------~------~------20 z <{ 1se--+--+-<-+_J---+---+T~O~P---"~F ___-+------+------"----+-----+------+------"----+-----+------'1 5 15c------ti--i------tt--~T;JluPlTDJO~F-wl\Ct ___'i ___ t- ___i-----t------t---j----t------i------j 15 w rGABll N WALL I IUI' .. ·- I I El: 5.1 5 10 c-----+--++-~s__ ++/ __ 1E1_ : 5_.~1_5· ---+----c------+----+----+----+------1----+----+---_____, 1 0 1of----~'IF~----¥---+--+~~~..-1~~~~+----+-----+----+----+----+-----+----+-----110 '" I G~BION WAIL PGL '" I GAt:llON WALL .r'\,L 5 f----'--._-f"""''11r-.--tt------,"-1,r'O~l:=2:1 0fr7_. 4_5+----f-----.rrmt~~r--+---+----t------l----+----t------15 "' I r-Off: -1 0 . 7 2 '., I I ~ . ·<.,0vv MHvL Q..47 5 1-----+--~.!--f-l-/----k-~-·: -~~-~-IQ----1---\7--+.N~H:~~-D ~~~;~),lr------+---+----l-----+---+----+5 0 ~~~~~~~~~.,,~,,4=~~=1~~~~~'SZ~JC~NA~'~D~B~B~) ~+=~~,=f~~~~~~~~~~~~~~~~~=1 0 0 r===r=~Sf:. ,, · r::=r===r~Y-11==r=r=111==ioI -5C------+-----C---C------+------+---·~-~~-C------+-----C------+-----C------+-----C------+----C----5 - ~ 1o .o' -- r------10.a· -- - __ -10 L-___j ___ .lj:====::::1J_ ___ l- ___L- ___j _ __:::._:==i==-==-j____ l- ___J ___ _j_ ___ _J_ ____J- 10 -10L----L----l-f======t=1---L----L----L----L==---L----L----L----L----L----1-10 -15~----+-----~----+-----~----+-----~----+-----~----+-----~----+-----~---~-15 -15~----+-----~----+-----~----+-----~----+-----~----+-----~----+-----~---~-15 -130 -120 -110 -100 -90 -Bo -10 -60 -so -40 -30 -20 -10 a -130 -120 -110 -100 -90 -Bo -70 -60 -5o -40 -30 -20 -10 a BLANKET TIE PT. 18+ 30.00 (0-42)1 19+45.00 (0-38)1 m -Off; - 119.82 CJJ BLANKET TIE PT. o El: 5.32 ~ ~ ,.-011:-119.81 2o __~r----1---1 v'1>-, ------20 20 _ __,r-~_.,ic---L-'~,, . 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ION WALL 1oll---'f---f-h'-1--l--r-4'~CA~~B~l?~~,_w_A4L____ +- ___+- ___-+ ___ -+ ____ f-----+-----+-----+----f------l1 0 10flh---+--¥--,~/~'"~'~~1 · ~~---+-----1------+-----1------+-----1------+-----1------+-----1-----~10 - ~ -/I GABION WALL PGL ' ' '..__ I I GABION w LL. 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CD o r :Off: - 117.42 11 2+ 55.00 (0- 31)1 20 ~---~----~----'c~--rz -c-- 10.0' - - 10 - - - - _ 1--- - 10 -15 -1 5 - 15 -15 0 _,-3~0 -----,~2~0 -----,~,~o -----,~o~o ---_-9~0~---_-s~o~---_-7~0~---_-6~0~---_-5~0~---_-4~0~---_-3~0~---_-2~0~---_-'-c,o~--~o _,-3~0 -----,~2~0 -----,~1~0 -----,~o~o ---_-9~0~---_-s~o~---_-7~0~---6~0~---_-5~0~---_-4~0~---_-3~0~---2~0~---_-'-c10~--~o z 11 0+1 8.50 (0- 35 @ OOCKJ I 11 2+ 00 ool 15 J5 it-----i------i----t--i----i----T1~mb-Til'u t----j------i------i------i------i------i------i------i------i GA310N WALL 10 11-----+--~~t--+r---+--f~~>l·,,._1hlr ~,_ __t-----+----t-----+----t-----+----t-----+------1 10 5 1f-~~~+-~~~+---~~~\c;;;~f/~~-ff~~~~~B-IO~n~4~1,~, ~~L_L_P_G_L~+-~~~drr-c..,,-="--,c,J--~~~+-~~~+-~~~+-~~~+-~~---i 5 __ j_ ·'" ::::.:f ~I :. ~~ O ~~--- __ sz NHA~~- ~:~ 0 ------0 0 ------0 ~ I -5 - 5 -1 5 I -15 -15 -15 -130 -120 -110 -100 - 90 - 80 -70 - 60 -50 -- 40 - 30 -20 -1 0 0 _,-3~0 -----1~2~0 -----1~1~0 -----1~0~0 ---_-9~0~---_-s~o~---_-7~0~. ---_-6~0~---_-5~0~---_-4~0~---_-3~0~. ---_-2~0~---_~10~--~o "i--...... -"'T"'---1 ~ 19+ 76.00 (0- 36 @ DOCK )I I Li.i LI.I I 11 1+ 60.00 (0-32)1 (/) z 0 0 LI.I (/) (/) (/) 0 0:: l) -5 - 15~---~----~---~----~---~----~---~----~---~----~---~----~---~- 15 -130 -120 -110 - 100 -90 -BO -70 -60 -50 -40 -30 - 20 - 10 0 0 11 9+25 00 (0- 21) 1 o:i 0 BLANKET TIE PT. 116+80.00 (0-25 @ DOCK)I 20 c- :::; 20 ,------~---~. ~. ----,-----.----,----~~="----,----T-0-P-..-F---- .~. ----.,---,-,~. ---~..------, Off: - 118.34 ~ ( El: 5.64 _J r-GAB ll N SI LL 15 20 ,--y----,----1'7',------,----,------,----,------,----,------,----,------,----,----, 20 15 1 1----+-----t-----+-----j----+---~-t-----+---/W '---J''tc'.~ " -rfltJ-L. ~ ---t----+-----+-----t------1 s I OP OF 10 :-- - 10 15f---+---+---1-~· :r ' l1B+B5.oo (o-22)j m D 0 l/) c- 0 2 0 ,----,----,----,-t---,----,-~--,-----,----,-----,----,----,----,------, 20 "i: OP OF CD 0 BLANKET TIE PT. 115+85.00 (0-26 @ DOCK) I 15l----+-----t-----+--t----l----t-,c,-rr-----l--- ,....-l=~~.A~B~I O~N~S~l lL~---t----+-----+-----t------1 15 f-- 7 9 (f) ,011: - 110.02 1:2.00 15,------,f----,~-0~7/c___1E_l :T5_.1_5__ ---c ___----:r--::-:::c-::-c-::--,-----,------,----,------,------,----,------, 15 101-----+-----f------+-__ll-__:~~-fc:c-----+--f----f----f--I -+-~~~AS'!Ol">l--'~-11~1=--'ngc~b--'4-----f------+-----f-----~ 10 m (f) 11 5+15.00 (0- 27)1 118+40.()0 (0- 23 @ DOCK)I 0 m f-- 0 z 0c-- 20 - 20 15 ,------,+--,1- TOP OF DOCK ; 1"--.--...----1 ~(PRO TE C T IN PLACE) ~ I Li.i LI.I BLANKET TIE PT. I Off : -111 . 29 ~ 117+55 00 (0-24)1 (/) ~ El: 5.46 z 114+50 00 (0-28)1 2a I- - 20 0 0 z 0 15 TOP OF 15 15 - -- ~ 5 ------5 -5 -5 - f------+-----+-f-----~-+-----f------+-----f------~----f------+-----f------+-----f------~- , o.o· 1a .a· -1a -la -1a -la -1~30~-----1~20----=-----1~1a----=----~1~ao~-----9~a----=-----8~a----=---_-7~a----=---_-6~a----=---_-s~a----=---_-4~a----=---_-3~a----=---_-2~a----=---_-1~0----=-----'a -1~3a~-----1~20----=--~1~1 0~--~1~aa----=-----9~a----=-----8~a----=-----7~a----=---_-6~a----=---_-5~a----=---_-4~a----=---_-3~a----=---_-2~a----=---_-,~o----=-----'a m 120+90.00 (0-17)1 0 f-- 20 Ul 20 Ul 122+20.oo (0-13)1 ,------,----,------,----,-----,---,----,"~ ---,------,----,------,----,------,------, 0 z z<( 15 r-----+----t-----+----t----t--+----t-c<(='---t--~-F9f--"-j~·-F-----t-----+----t-----+------t1 5 15 ,------,------+-,------,L-,-----,---~~~~----,------,------,------1 5 f-- TOP O~ tJ GAB I N SILL 10 ' s E1 : 2.I 0 10 ,------r-----i------r-----i---~-'Oj:-~----i--i------r----i---i------r-----i------r-----i------j 1ot------t----+----+----.b-+---~1!i-+----~f-;-E:~G~·~6~Bl~~~-Nrs_1_LL__ -+----t------1-----t----+------11 0 "'.. 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E. on Oct 20 2017 u sing a SHA- 1 D Ven ice, Fl orida 34292 STABILIZATION authentic at ion code; Pr'inted copies of t his document are not - TEL: (941) 412-1 293 FAX: (94-1) 412- 1043 15 Engineerin.g DESC: con sid er ed sig ned and sealed and the SHA-1 authent ic at ion Bus in ess No. 3943 CROSS SECTION SHEET code must be verif ied on any electron ic cop ies. Design By. MA L Drawn By: RMS Checked By: MAL Date:: 10- 20-1 7 CADD Fil e: 15- 0116- X- SEC_ SILL.Pwg SCALE: NO TE D Prof. No.: 15 - 0116 ID oo "' CLOS ED CELL SO LI D PLASTI C I I I FOAM FLOATI ON (6" DIA. EQIV.) I ( 1 2 LBS . PER FT. BUOYANCY) • I 0 - I 18 OZ. NYLON REI NFORC ED I I / PVC FABR IC (300 PS I TEST) WITH LACING GROMM ETS I I ' Y.,' ' GA LVAN IZED CHAI N I 5/8" PO LYPRO ROP E / N I 0 (600 LB. BREAK ING I STRENGTH ) I -- I --- I TYP E I I FLOATIN G TURB IDITY BARR IE R I I D D1 5' STD. (SING LE PAN EL FOR DEPTH 5' OR LESS). I ~ I 02 ~ 5' STD. (ADD ITI ONAL PAN EL FOR DEPTHS >5'). NOTES: CURTAIN TO REACH BOTTOM UP TO DEPTH S OF 10 FEET. TWO (2) PAN ELS TO BE 1. TURB IDITY BARR IERS AR E TO BE US ED IN ALL PERMAN ENT BOD IES OF WATER I USED FOR DEPTH S GR EATE R THAN 10 FEET UN LESS SPECIAL DEPTH CURTAI NS REGARD LESS OF WATER DEPTH . I SPECIFI CALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENG INEER. 2. NUMB ER ANO SPAC IN G OF ANCHORS DEPEND ENT ON WATER VELOCITIES. I 3. DEPLOYM ENT OF BARR IE R AROUND PILE LOCATI ONS MAY VARY TO ACCOMMODATE I NOTICE: CONSTRUC TI ON OP ERATI ONS. COMPON ENTS OF TYPE I & II MAY BE SIMILAR OR IDENTI CAL TO PROPR IETARY 4. NAV IGATI ON MAY REQU IRE SEGM ENTIN G BARR IE R DUR ING CONSTRUCTI ON OP ERATI ONS. DESIGNS. ANY INFRING EMENT ON THE PROPR IETARY RIGHTS OF THE DESIGN ER SHALL BE THE SO LE RESPONSIBILITY OF THE US ER. SUBSTITUTI ONS FOR TYPE c LL _Q' 0 SHALL BE AS APPROVED BY THE ENG INEER. mo D ~ Oo. SLOTTE D PVC CONN ECTOR PIPE (M ETAL CO LLAR REINFORC ED) CLOS ED CELL SO LI D PLASTI C FOAM -~ o/is" VINYL SHEATHE D EAW STEEL CAB LE --, FLOTATI ON (8" DIA. EQU IV. & 17 (9800 LBS. BREAKING STRENGTH ) WITH LBS PER FT . BUOYANCY) GALVAN IZ ED CONN ECTORS (TOO L FREE ' """"• I · DISCONN ECT) z 0 ~ 5 w ~ 18 OZ. NYLON REI NFORC ED -~ • STRESS PLATE PVC FABR IC (300 PS I TEST) IN STALL 2,100± LF DOUB LE FLOATIN G WITH LACING GROMM ETS TURBIDITY CURTAIN FROM TOP OF BANK TO TOP OF BANK, PER DETAILS ON THIS SHEET • 0 z N I 0 o/is" GA LVAN IZED CHAI N ~ TYP E II I FLOATI NG TURB IDITY BARR IE R IN STALL 120± LF DOUBLE FLOATING TURBIDITY CURTAIN FROM TOP OF BANK TO TOP OF BANK, PER DETAILS ON THIS SHEET FLOATING TURBIDITY BARRIER I SCALE : NONE ~ ~, ~ . l • ...-..._ "- I • ~ • I I .I I AREA TO BE DREDGED FOR , I RIVER BANK STABILIZATION • • ) • - /I )\ ( : I I I , 0 I '0 1-~..-~~..-~-1 i I I I 0 .... ____ _L __ _ -l z • -· 0 • w~ • 0 ALL PHASES INSTALL 150± LF DOUBLE FLOATING TURBIDITY CUR TAIN FROM TOP OF BANK TO TOP OF BANK, PER DETAILS ON THIS SHEET ti" ___ :c:; EXISTING DOCK, EXISTING PROPOSED DOCK SSSL, SEE "LOT ""~ TO REMAIN TOP OF BANK 0-44 DETAIL" ON THIS SHEET ?,;-Y~:\Q_\ PROPOSED SSSL A=95S.F. \ PROPO~ED SSSL < 4.7' PROPOSED DOCK SSSL, SEE "LOT A-54.4 S.F. 0-43 DETAIL" ON THIS SHEET ~--'- \ I ~ 5.0' 'o ·O· , 11 .... r- ' D I ~" ,;; ' I --,,~ ~!ROPOSEDTOPOF , T BANK STABILIZATION I - EXISTING " • TOP OF BANK "' -,, EXISTING MHWL PROPOSED DOCK SSSL, SEE "LOTS 4.7' ' & PROPOSED TOP OF 0-35 0-36 DETAIL" ON THIS SHEET PROPOSED TOP OF • x BANK STABILIZATION '"I -!:'; BANK STABILIZATION PROPOSED MHWL <= c " .SJ' 0 AFTER STABILIZATION / A~ PROPOSED MHWL EXISTING D m o :c 0" ' ~ AFTER STABILIZATION -s TOP OF BANK u EXISTING MHWL / - EXISTING MHWL FEET FEET ....- "iiil"'l-iiiiiiiiiiiiiiiiiiiiiiiiiii' FEET LOT 0-44 DETAIL LOT 0-43 DETAIL ~C::• - I LOTS 0-35 & 0-36 DETAIL 5"" -- --0 10 5 0 10 ""---- o4 ... PROPOSED TOP OF EXISTING MHWL PROPOSED DOCK SSSL, SEE "LOT BANK STABILIZATION \ 0-26 DETAIL" ON THIS SHEET • z PROPOSED TOP OF 0 PROPOSED MHWL "'.i BANK STABILIZATION ~ 5 \ AFTER STABILIZATION w . ' PROPOSED DOCK SSSL, SEE "LOT ~ ~ "'-EXISTING DOCK, -..._ ----.:.~- "' \ r EXISTING 0-25 DETAIL" ON THIS SHEET ' \(, TOP OF BANK "' TO REMAIN EXISTING ,';' r PROPOSED TOP OF BANK STABILIZATION >2- >.{TOP OF BANK I ; .. ; , o,'· PROPOSED DOCK SSSL, SEE "LOT ; ":; ~ ' ~ cL EXISTING MHWL "' \ "-r I' 0-23 DETAIL" ON THIS SHEET \ISTING MHWL '% \ PROPOSED MHWL ~~ 0 AFTER STABILlZATlON ~I' z PROPOSED MHWL ... AFTER STABILIZATION EXISTING DOCK/ \ \ ' \ - TO REMAIN """" I ~ \ '"-' ' . ' -· "'.,, ...... ' - I .... ' ' I .... ' ~,. \ 1 I i \ \ ,,.i ...... , .... CONSTRUCTION CONTROL ALIGNMENT EXISTING DOCK, ~ TO REMAIN PROPOSED SSSL PROPOSED DOCK SSSL, SEE "LOT PROPOSED SSSL A=547 S.F. PROPOSED SSSL A=775 S.F. 0-12 DETAIL" ON THIS SHEET 0 A=617 S.F. FEET FEET FEET ,....-..... -iiiiiiiiiiiiiiiiiiiiiiiiiii' I ...... - lii-!lliiiiiiiiiiiiiiiiiiiiiii' ,....-..... -iiiiiiiiiiiiiiiiiiiiiiiiiii' I • LOT 0-26 DETAIL ]"! LOT 0-25 DETAIL ~C-- I ]"! 5 0 10 5 0 10 LOT 0-23 DETAIL s a 10 PROPOSED TOP OF PROPOSED DOCK SSSL, SEE "LOT ~ EXISTING MHWL BANK STABILIZATION q 0-6 DETAIL" ON THIS SHEET EXISTING EXISTING • \ TOP OF BANK v TOP OF BANK ; \ \ ; \ "'· EXISTING DOCK, PROPOSED DOCK SSSL, SEE "LOT ""' TO REMAIN / 'ci EXISTINGD ~ '? ; AA-11 DETAIL" ON THIS SHEET 0 TO REMAIN \ ; + ' ['... \ 0 " / PROPOSED TOP OF . ... GJ z "''<._, BANK STABILIZATION , v EXISTING DOCK, ; / • Q,,•-:_ <( TO REMAIN ; t I ; [J_ I -1' , ;i:,,.,_ \ \ <( w ~ \_ \ \ ; ' !iii'(-- 2w / \ ' ; \ >- I ; \ wen ; / :.:'. \ ,, .. \ ; < / " ·o. ' \ \ / "' \ . ,::, ; \'\' ,\' , EXISTING MHWL \ "' , ·o. ; / ·o. ~ ,:..:: PROPOSED MHWL ' ; PROPOSED MHWL 0 z lw 0 AFTER STABILIZATION ~ AFTER STABILIZATION " -~ w 'u- 0 \ " FEET ~ 1--'---'----1 '911 - - ~ PROPOSED SSSL 50 0 100 ' PROPOSED SSSL -- PROPOSED SSSL A=197 SF. $ A=261 S.F. A=470 S.F. FEET FEET FEET LOT 0-12 DETAIL "" LOT 0-6 DETAIL LOT AA-11 DETAIL ~-- SSSL PLAN KEY MAP 5 --. -D 10 5"" -- --0 10 5 -- 0 10 Signature Certificate RlghtS1gnature IT,, Document Reference: 46GNVKJXJSMP9UZ5F2K9J9 Easy Online Document Signing me Party ID: DA594815V4ESIPK7DYDAPF IP Address: 47.206.73.34 I VERJRED EMAIL: I [email protected] Mllh-Far.tor mgitat Fingerprint Cheet Timestamp Audit "LO ?-11--''..\ 12 2!:1A4 -070(1 All parties have signed document. Signed copies sent to: me and Mary Ann Lind. 2D17-11J23 122!:!44-0700 Document signed by me ([email protected]} with drawn signature. - 47.206.73.34 2017 10....23 12 2P. 51 -0700 Document viewed by me ([email protected]). - 47.206.73.34 2017-10 L ~ IL.ltl.:ol 0700 Document created by Mary Ann Lind ([email protected]). - 47.206.73.34 This signature page provides a record of the on line activity executing this contract. Page 1of1