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Item Q2Meeting Date: February 18, 2015 Division: Growth Manaizement Bulk Item: Yes No X Department: Planning and Environmental Resources Staff Contact Person/Phone #:-Christine HqLley,289-2517 AGENDA ITEM WORDING: A public hearing to consider approval of a resolution authorizing a special permit allowing a temporary construction staging area at property located at 30990 Baileys Lane, Big Pine Key (Real Estate 400310730-000000), related to a canal restoration project (Canal #266). ITEM BACKGROUND: The applicant has requested a special permit to utilize the subject property for a temporary construction staging area. The staging area would facilitate a canal restoration/water quality improvement project being carried out by Monroe County. If approved, the expected commencement date of the staging area is March 1, 2015 and shall expire March 1, 2016. PREVIOUS RELEVANT BOCC ACTION, At the December 10, 2014 meeting, the BOCC approved an ordinance establishing §6-3 of the Monroe County Code, which provides the approval process for temporary construction staging areas with a special permit granted by the BOCC. (Ordinance 0 18-2014) W11101 11-T-To RITIM-4 010431 1 IN Iral NEVER XMIN �i STAFF RECOMMENDATIONS- Approval TOTAL COST: N/A INDIRECT COST: N/A BUDGETED: Yes No NYA DIFFERENTIAL OF LOCAL PREFERENCE: N/A COST TO COUNTY: N/A SOURCE OF FUNDS: N/A REVENUE PRODUCING: Yes No N/A AMOUNTPERMONTH N/A Year _115- APPROVED BY: County Atty X 61OMB/Purchasing Risk Management DOCUMENTATION: Included X Not Required DISPOSITION: AGENDAITEM# I ROMIJ go I 0i Ion Or A RESOLUTION OF THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS APPROVING A SPECIAL PERMIT ALLOWING A TEMPORARY CONSTRUCTION STAGING AREA FOR A CANAL RESTORATION/WATER QUALITY IMPROVEMENT PROJECT AT PROPERTY LEGALLY DESCRIBED AS BLOCK 2, LOT 23, DOCTORS ARM SUBDIVISION (PLAT BOOK 3, PAGE 141), MONROE COUNTY, FLORIDA AND HAVING REAL ESTATE NUMBER 00310730.000000. WHEREAS, an application was filed for a special permit allowing a temporary construction staging area at 30990 Baileys Lane, Big Pine Key, approximate mile marker 31 (Florida Bay side of the Overseas Highway); and WHEREAS, the property is legally described as Block 2, Lot 23, Doctors Arm Subdivision (Plat Book 3, Page 141), having real estate (RE-) Number: 00310730.000000; and WHEREAS, the Board of County Commissioners of Monroe County, Florida, desires to grant the special permit allowing a temporary construction staging area; and WHEREAS, the temporary construction staging area would facilitate a canal restoration/water quality improvement project being carried out by Monroe County; and WHEREAS, due notice has been carried out and a public hearing has been held in accordance with Monroe County Section 6-3; and WHEREAS, at said public hearing, the Board considered the argument of all parties present wishing to speak on the matter; and WHEREAS, the Board makes the following Findings of Fact and Conclusions of Law: 1. The temporary construction staging area is not inconsistent with any of the criterion provided in Monroe County Code §6-3; 2 NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, that the preceding Findings of Fact and Conclusions of Law support its decision to approve the request for a special permit, subject to the following conditions: 1. The temporary construction staging area shall only be used in association with the canal restoration project for Canal 4266 on Big Pine Key. 2. The expected commencement date of the temporary construction staging area is March 1, 2015. The termination date of the temporary construction staging area shall be no later than March 1, 2016. 3. Other than fencing, no temporary structure associated with the temporary construction staging area shall be located in any required setback. 4. Upon termination of the temporary construction staging area, the property shall be restored to its prior condition. AND ADOPTED BY THE BOARD OF COUNTY COMMISSIONERS of Monroe County, Florida, at a regular meeting held on the 18th of February, 2015. Mayor Danny L. Kolhage Mayor pro tern Heather Carruthers Commissioner Sylvia Murphy Commissioner George Neugent Commissioner David Rice i MI i kv 1 0 0 Z31#101%,44 WK110011 IKO) N 1, mIT. m MN Mayor Danny L. Kolhage (SEAL) ATTEST: AMY HEAVILIN, CLERK Approved as to Form and Legal Sufficiency V4-- A4-- / ). Deputy Clerk Assistant County Attorney MEMORANDUM MON 2OE COUNTY PLANNING & ENVIRONMENTAL RESOURCES DEPARTMENT To: The Monroe County Board of County Commissioners Through: Christine Hurley, AICP, Director of Growth Management Townsley Schwab, Senior Director of Planning & Environmental Resources Mayte Santamaria, Senior Director of Planning & Environmental Resources From: Matthew Coyle, Senior Planner Date: January 23, 2015 Subject: A public hearing to consider approval of a special permit allowing a temporary construction staging area at property located at 30990 Baileys Lane, Big Fine Key (Real Estate #00310730.000000), related to a canal restoration project (Canal #266) Meeting: February 1 , 2 1 1 I REQUEST: 2 3 The applicant has requested a special permit to utilize the subject property for a temporary 4 construction staging area. The staging area would facilitate a canal restoration project being carried out by Monroe County, I Subject Property (Aerial dated 2012) Page I of 4 I Location: 3 Address: 30990 Baileys Lane, Big Pine Key, approximate mile marker 31 (Florida Bay 4 side of the Overseas Highway) 5 Legal Description: Block 2, Lot 23, Doctors Arm Subdivision (Plat Book 3, Page 141) 8 Real Estate (RE) Number: 00310730.000000 9 1. Y Applicant: 13 Project Manager: Monroe County, Florida 14 Property Owner: Larry & Pamela LeJeune 15 16 11 BACKGROUND INFORMATION: 17 18 A. Size of Site: 0.27 acres (11,866 SF) 19 B. Land Use District: Improved Subdivision (IS) 20 C. Future Land Use Map (FLUM) Designation. Residential Medium (RM) 21 D. Tier Designation. Tier 11 22 E. Existing Uses: Vacant 23 F. Existing Vegetation / Habitat- Predominately scarified 24 G. Community Character of Immediate Vicinity: Residential 25 H. Flood Zones: VE-EL 11 26 27 111 REVIEW OF APPLICATION: 28 29 The BOCC has the authority to approve temporary construction staging areas in accordance 30 with MCC §6-3. A special permit may be granted by resolution by the BOCC to allow a 31 property to be used as a construction staging area for an off -site project. The BOCC shall 32 hold a public hearing on the request for a temporary construction staging area and shall issue 33 a resolution granting, granting with conditions or denying the request. The resolution shall 34 take effect on the date of enactment by the BOCC. 35 36 Applicability. A temporary construction staging area for an off -site project is a permitted 37 activity in any land use (zoning) district, provided it is approved by a special permit and 38 meets the criteria set forth in MCC §6-3. This special permit shall approve the temporary 39 construction staging area location and use and shall not override or substitute for any other 40 provision of the Florida Building Code and Monroe County Code that require an additional 41 type of building permit, certification or approval. 42 43 Criteria. Approval of such a special permit shall be granted only if the following criteria are 44 met: 45 46 (1) The temporary construction staging area shall serve a project being carried out in the 47 vicinity of the construction staging area: In compliance. 48 49 The proposed staging area is adjacent to the canal (Canal 4266) which is subject to the 50 canal restoration project. Page 2 of 4 (File 42014-184) 1 (2) The temporary construction staging area shall serve a project being carried out by a 2 governmental agency: In compliance. 3 4 The canal restoration project is being carried out by Monroe County, Florida. 5 6 (3) The temporary construction staging area shall not be located in a tier I designated area: In 7 compliance. 8 9 The proposed staging area would be located on a property that is in a tier 11 designated 10 area. 11 12 (4) The property subject to the request shall be posted and surrounding property owners 13 within 300 feet shall be notified in writing at least 15 days prior to the BOCC public 14 hearing, with the notice located so it shall be easily visible from all public streets and 15 public ways abutting the property: Compliance to be determined prior to public hearing. 16 17 Planning & Environmental Resources Department staff shall carry out the notification as 18 required. 19 20 (5) Prior to establishment of the temporary construction staging area, a special building 21 permit approving any associated temporary structure shall be issued in accordance with 22 MCC §6-112: In compliance. 23 24 The proposed staging area will not have any structure requiring a building permit. 25 26 (6) No clearing or filling shall occur to accommodate the temporary construction staging 27 area, In compliance. 28 29 The proposed staging area would be located on a property that is predominately scarified. 30 No clearing or filling shall occur to accorm-nodate the staging area. 31 32 (7) Other than fencing, no temporary structure associated with a temporary construction 33 3 staging area shall be located in any required setback: In compliance. 34 35 According to the plans submitted with the application, other than fencing, no structure or 36 storage would be located in a required setback. 37 38 (8) The temporary construction staging area shall be compatible with existing uses on 39 surrounding properties, as determined by the BOCC, If necessary, prior to issuance of a 40 special permit allowing the temporary construction staging area, the board may attach 41 conditions to any special permit approval to a) avoid substantial harm to public health or 42 safety; b) avoid substantial ham to, or impairment of the normal use of, a public place; 43 and/or c) avoid substantial harm to the environment. Depending on the nature and 44 anticipated duration of the use, as a condition of approval to the special permit, the board 45 reserves the right to: a) Provide a deadline for termination of the construction staging 46 area; b) Limit the hours of operation; c) Limit the type of equipment and materials on the Page 3 of 4 (File #2014-184) I site; d) Require fencing, landscaping and/or other screening to limit potential visual and 2 noise impacts of the use on adjacent property owners; and c) Require surface water 3 management improvements to the affected site: In compliance, 4 5 The BOCC reserves the right to attach such conditions to any special permit approval at 6 the February 18, 2015 public hearing. 7 8 (9) The property shall be restored to its prior condition: Compliance to be determined upon 9 termination of the staging area. 10 II IV RECOMMENDATION: 12 13 The Growth Management Division recommends approval. Page 4 of 4 (File #2014-184) MONROECOUNTY RECEIVED TMENT 3 Z 0 Request for a Temporary Construction Staging Area Special Use Permit M�FMEM�� MMUZ�� An application must be deemed complete and in compliance with the Monroe County. Code by the soff prior to the itern being scheduled for review by BOCC. Date of Submittal: 12 122 14 Month Day Year Applicant/Agent Authorized to Act for the Proper", Owner: W-endy C Biondin/AMEC E&I Wendy Blondin, AM EC E&I Applicant (Njame of Person, Business / Organization) Name of Person Submitting this Application 5845 NW 158th Street, Miami Lakes, FL 33014 Mailing Address (Street, City, State and Zip Code) 305-298-9431 wendy.biondin@amec.com Daytime Phone Email Address (Name/Entity) Contact Pet -son 10035 Ridgely Road, Baton Rouge, LA 70809-2834 Mailing Address (Street, City, State and Zip Code) 225-806-3111 lejeunel 991 @gmaii.com Daytime Phone Email Address Location and Legal Description of Construction Staging Area Property: ((if in metes and hounds, attach legal description on separate sheet) 2 23 Doctors Arm Big Pine Key Block Lot Subdivision Key 00310730-000000 1382833 Real Estate (RE) Number Alternate Key Number 30990 Baileys Lane, Big Pine Key, FL 33043 31 Street Address (Street, City, State, Zip Code) Approximate Mile Marker Page I of 3 t uc 'r0 Location and Legal Description of Project Property: (If in metes and bounds, attach legal description on separate sheet) The project is hydraulic dredging of organic material from the canal bottern of the canal iocated between Baileys and Wifters Lanes, in [)actor's Arm, Big pine Key. t3lock Lot No RE number could be located. Subdivision Keat restate (Kh) Number Alternate Key Number Mm 31 Street Address (Street, City, State, Zip Code) Approximate Mile Marker Key Governmental Agency Involved in Project: Monroe County Sustainability Department Please note that the temagrary construction sta ins area tTta onl r serve- a ro'ect being carried out by a governmental any. Tier Designation of Construction Staging Area Property: Tier 2 Please note that a temporary construction sta ins area tTtav utat be locatedin a, tier I deaignated area. Present ,and Use of Construction Staging Area Property: vacant lot All of the following must be submitted in order to have a COMpleteapplication submittal-, (Please check as YOU attach each required item to the application) IN Completed application form 19 Proof of ownership (i.e. Warranty Deed) 19 Current property record card(s) from the Monroe County Property Appraiser 19 Photograph(s) of site from adjacent roadway 13 Written description of project., including: • The commencement and termination dates of the construction staging area; • The hours of operation; • The types of equipment and materials to be stored within the construction staging area; • Any proposed fencing, landscaping and/or other screening; and • Any proposed surface water management improvements Please note that no clearinL, or fillim, shall occur to accommodate the tetra ora ' construction 1staigi.rigarea. Construction Management Plan, stating how impacts on near shore water and surroundhig property will be managed (i.e. construction barriens, I -lay hales, -flagging) Site Plan Typed name and address mailing labels of all Property owners within a '300 foot radius of the property. This list should be compiled from the current ta,-, rolls of the Monroe County Property Appraiser. In the event that a condominium development is within the 300 foot radius, each unit owner must be included Radius report from Monroe County Property Appraiser supporting the required labels If applicable, the fullowing must be submitted in order to have to complete application submittal: [B Notarized Agent Authorization El Boundary Survey Page 2 of 3 Vegetation Survey Landscape Plan Stormwater/ Surface Water Management Plan F 71 1, the Applicant, certify that I any familiar with the information contained in this application, and that to the best of my knowledge such information is true. complete and accurate, Signature of Applicant: Date: Department, Marathon Government Center, 2798 Overseas Highway, Suite 400, Mara!thon, FL 33050. Page 3 of 3 Canal #266 Doctors Arm, Big Pine Key, FL 30990 Baileys Lane Proposed Staging Area Description of Project: This project is part of the Water Quality Improvement Program being funded by Monroe County for Canal Restoration Demonstrations. The purpose of the project is to hydraulically vacuum dredge the accumulated weed rack along the bottom of the unnamed manmade canal located between Baileys and Witters Lanes in Big Pine Key, Florida to a maximum depth of -10.4 feet Mean Low Water. Due to weed rack loading and lack of flushing, a layer of decomposing weed rack (organic muck) has accumulated along the bottom of the canal which consumes oxygen and prevents the inhabitance of fish or other marine organisms. The project entails hydraulically removing the organic muck layer within the canals to the limestone bottom to promote a viable benthic community. Six inches of sand will be placed on the limestone canal bottom after dredging to assist in promoting seagrass growth. Commencement and Termination Dates of Construction Staging Area: Ftbr-9, 2015 through -AtttrA 15,2015 Hours of Operation: 8 AM — 6 PM Monday through Friday Types of Equipment and Materials to be stored in Staging Area: 1. Geotubes, placed in Roll off containers and associated piping extending from the canal to the property Additionally, trucks and other equipment will need to enter the property to place and remove, the Roll off containers but will not be stored on site. Proposed Fencing, Screening or Landscaping: A temporary construction fence consisting of 6 foot high chain link fence with canvas privacy screening will be placed around the perimeter of the staging area. Any Proposed Surface Water Management Improvements: The Contractor will be required to implement best management practices within the staging area to control all storm water runoff. The Contractor will provide a final Erosion and Sediment Control plan based upon the Sediment and Erosion Control Plan presented on the Design Drawings. The final Erosion and Sediment Control plan will be sent to Monroe County and Engineer of Record for review/approval before commencement of construction activities. Current Vegetation: The property is predominantly maintained lawn and gravel except for a fringe of vegetation along the southern boundary along the shoreline and one or two scattered trees on the eastern edge. The attached vegetation survey details the type of vegetation along the shoreline- All vegetation on site will protected by silt fencing installed prior to construction to protect the plants. In areas where silt fencing could entrap or impede the Florida Key Deer, stormwater erosion control wattles will be used as alternative to filter stormwater runoff. No plants will be removed as part of this project. (Date) 1 herebv authorizeWendy Blondin, AMEC E&I be listed as authorized agent ,,, Larry LeJeune for the application submittal for Property described as Lot: 23 1BIock2 Subdivision: Dodor' s Arm Key (island): Big Pine Key and Real Estate number-. 00310730-000000 This authorization becomes effective on the date this affidavit is notarized and shall. remain in effect until terminated by the undersigned. This authorization aus as a durable power of attorney only for the purposes stated. The undersigned understands the risks and liabilities involved in the granting of this agency and accepts full responsibility for any and all of the actions of the agent named herein related to the processing of the sei-vices requested, application(s) and/or the acquisition of approvals/permits for the aforementioned applicant. The applicant(s) hereby indeninifies and holds harmless Monroe County, its officers, agents and employees for any damage to applicant caused by its agent or arising from this agency authorization. llote: Authorization is neededftom each owner of the subject property, Therefore. one of more authorization 'forms must be submitted writh the application if there are multiple ovvners. Property Owner(s) Signature Larry LeJeune 10TARY: STATF_ OF 14AM14DA *Ota , ry 'Commission ed,for Life, 1')-9W,ar0 VV. McKxe, Nwary No, 656p,3 day of personally known produced identification Type of Identification), did did not take an oath. THIS DOCUMENT NOT Pact 1earl pREPARED BY THE UNDERSIGNED 0 G ATTESTING TO SIGNATUR74S I hercky authorizeWendy Blondin, AMEC E&I Pamela LeJeu forne Property described as Lot: 23 block2 Subdivision: DoCtol's Arm Key (island): Big Pine Key and Real Estate number: 00310730-000000 This authorization becomes effective on the date this affidavit is notarized and shall remain in effect witil terniniated by the undersigned, This authorization acts as a durable power of attorney only for the purposes stated. The undersigned understands the risks and liabilities involved in the grantnig of this agenej,- and accepts full responsibilftL—for-mgg and all. of the actions ,#F zgw% aw" -1 , I P O&M -by Is requested, application(s) and/or the. acquisition of approval s/pemiits for the aforementioned applicant. The applicant(s) hereby indemnifies and holds harmless Monroe County, its officers, agents and employees for any tainage to applicant caused by its agent or arising from this agency authorization, Note: Authorization is needed from each owner of the subject property. Therefore, one or more authorization forms must be submitted wlication if e are multiple owners. ty wn Pro er(s) Signature NOTARY: STATE OF FLORIDA TI fo regoing oregoing instrument was acknowledged before me this day is IR personally known produced identification Type of Identification), did I did not take an oath. ot o tary "0 Notery No, j3858',� PAGE THIS DOCUMENT NOT May PREPARED BY THE UNDERSIGNED NOTARY ATTESTING TO SIGNATURES ONLY Eol'wa 000 =R S'w Cilo cooft N= =10 Faresco mz R . - Mx 204 czlc PROPOSED WE VWJ it - CA�A 290 C220 F97�EA F=ft = SCOMUr MSRCL RAN I - Wk 263 cnl PROM" VMM 0M saww mmk Fkmo - a no czx MOFOVA MkMMNOE OF TRAIFIC FIAN I - OIIk M cul PROPOSED ukmi OF MvM PLAN I - Q'IlIL NO C310 NORM-SCUm OROM SEVIDN LOUTION Puku I - C'&a M C311 Kw-9DWM ORM SZCIAi! MI - C 20 Mw-som LR. P, Wnm tDGTCLCa w m - -`w M 021 MCDON DCPA'ic A - cwk 2w = us-ww CUM SECTM WcAnw p— I - WK 2" 031 FAST-WCN mm UaTION DETISS I - QQM ORO FAST-wm MOSS SwM =kM RM t - 041 =-WM ORMS smw W. 11 - CH4Y. M C.10 Dt WATS I GENERAL SCOPE OF SITE WORK FOR DESIGN AND PERMITTING OF CANAL #266 AND #290 ORGANIC REMOVAL RESTORATION MONROE COUNTY, BIG PINE KEY, FLORIDA LOCATED A d VICINITY NIAP SUNSHINE CALL BEFORE YOU DIG 1-800-432-4770 ATTENTM 13 0MClT0 TO DC W WT E � &� W REFRODUCTM. THS MW at O;�� WXa= SC�� %OW MMAI. OXIM SEFrDW Ign F DA DGPAMCF == (MT) OMW SrAND1," j,, CRM FOMRPHTS RORDA 0WARnW of MMMTM ImEn smo MONROE COkMTY PARCEL Lam OWNWIES " RE K..S PR, -RED 31, TO M ow MCA wMa 2 wM mE REOIR:REC SIX MR " un-'m 04 M 10 Be Lmm Aw gg4dWD am ='DR-om F n f9!&5 0 AND COaIdXdB. mAT TK WE W =N LGATM S. MPM ViV PROM7 TM Wom MiiRSa mE FirK.=' 9 LL4iX5 mS Dam=, f.MVM A 4 UMM jt=T A K SUUX USM COMM CWXN 1*6N =NY WPM 24 RR346 ON OMER SS 0f T# WA14 to oft 1gTIZiC THE 0ERF=® DT4JTY MRS. AMEC EW"'ENT L IWRASTRXTa E,;NI, MIS - 153l" STREET WAW FL 3r14 TE,, FAX (3ffiSk -P799 IFL 72nl) ameC IIAM I.FS1, ?343'4 HAP,�S PRL-ECTI CANAL #280 AND #290 510 PM KEY ORGANIC REMOVAL REATORA'"aw ouslopi ANDPERM"llms near rT:G:arT. I:ee"Stb Ws COVER SHEET rst'cr r N.a'eF7: I RFE'-- 0111, 1 LZE11 A. G04EM T. PROLIECT WINER'S WME AND ADDRESS LNININCES COUNTY Docc I 1 00 SMONTON 51REET KEN WEST. FL, 32040 PARCEL SO # NA RI(DTAR) C AND LuCy PLAICK 31A49 AVEMAE I ss fl!F HEY. FIE 33o43 PARCEL 4) 0 , JESED rl&� RONLAU? W SXWA 31441 AYWNE I 3,04, W PINE KM, Ft PARCLIAL 10 1 110940 RDnALO IN STMG' AND ANN 7AKA04 BITS 31A43 AVEILE I SKI ME KEY, FL =43 PARCEL 0 1 ilwao QU61-= ABTfHvw G ERNH 31301 AVENUE I So PINE M. A- M013 PARCLO. 10 1 1 ]RED UMLJ210 k'"N S AND rANE SD HARRU! 31353 A "MIE BIG FINE KEY., FL3104S PARCEL b i 307tiO 0MONALWO VE AND SEAL lEll 3'.3 AM"[", Fal pea KEY. ft 33043 PARM 0 If 3ND30 anal. 69Ar1 G�[ No "N THnvAH 31329 AMM A o DME KEY, FL 33043 PARCEL Et It 3D70M f,' MOMS J AND JZk4 THOW4 34316 316 AVENUE i 8L' PINE KEY, Fl 33043 PARCEL 1 W7 1 w WOOD IVOLLIS WOODROW JR AND TWIAA4-WLIDD TARA AN -A RIS 31332 AVEALLN, j BIG PAK ser. FL SM43 PARCEL 0 1 1ID990 DAREN C AND C'IknN-E M SLAIN 3134a AyEwE j at PME KEY, It 33043 PMcEl * 0 71010 Cal& 42 CHRISO4E Al smim 313EO AVENUE i or PNE MEN. FL 33043 PARCEL. ID I 11076 STEP V M=0 A KONOP 3, 354 ENO PINE: RM Fl. 33(L43 PARCEL to j I'DII30 ENA LOLLAS SPELMAN AND LYNDA SCHOARTZ 31470 AENUE J eta PINE KEY, FL S3043 PARCEL ID 9 110920 IT CONS'RX7104 NOTES I PROJECT L=Tx:AECAM p06 L=Jm LAT. 2N'Kl'55,T2'N LILPc: 61"ff58Zq-, C`LAl 1290 LOCLAION UYF, 24"40730,37-41 Lo'+ 1 OMR10 WEED W BTIOA� MC X LOkONIC ANDLAER or ""EHAr, MED PACK HAS AL-C"I AND SLIKK To BOTTOM CREATva A LAYER OF CE jftOVPgNPERT N; INEEID rID: OROW4 "I'll ANCE THE"E"a IUS ELR'AT*N AMOROND 70 TR IS MO F E ORCLotc MILcic LAwA CHW-k SP;CtFOCAIOOXS XN0 RMS 10 PAOIMTt, A IN J�� F 0 DEAH10K SPECIFIED commmiy, 3. F&'SaIC&%:&frE'WT9M BE RDWD IBM$ HE SEE Me DWOSEO ACCORghr To RON -M CHAPTER 61-701. 4. -EOLAEAxE of W" ACT,11E, (1) vOTALL TELAPORARI, M04 AND SEDIMENTATION CONTROLS AnO twhTADL IHRO10HOUT PR=j (2) CONITTILICT DEWATUING AREA (3) 'TYONAx XT DREOCE WOLL ACC03DAIG To TCCHNvj SPEWCTaa; ,,I PLANS (c) STAMWE AREAS AS NEEDED. f* OBTAIN FINAL APPA0VALjZ%oqE :BSM AND SEDVENTATICIN CONTROLS AND STALELIZE AW A.VA DMuRSE0 BY THEM gL,,4L. S. ARFA EDIZATtS; CAW Z66 PSMCT DCWD,,BT 1.10 ± ACRES CONY. ZW P;NLIECT BOUNDARY c "q LL ACRw 6. USE TO FACILITATEOWATERING WILL BE LIMITED To SOLVE 425 AM SLOwE 454 'ANINT BY 11111"',M LLC- WHICH WILL BE APPLIED AT A NUM RATE OF 17 IS PER OW 7014 AND 0'0 ED PER DRY NON, ItEmcn-An' ? HOME COLlY7Y AND TYZ CONONACTOR SNv I HAVE X ,Mt To dtn THE COMPLEXITY AM POTENTIAL PUBLIC COWERN5 WITH' THE PROJECT. 8, COMOINATES & EUVAILDNIS 51WN HEREON ME REIATWE TO THE WHITH AW-RHCAN DATuM or ;95312011 MLLSTMENT MTN VXNES ENBRESSIE0 IN U.S.URIA'y FEET. rLMDA STATE PLAN1: COOROLDmle SYSTEM {FSPM EAST EDNES So,, AAID T'.E TWIN AaRTCAN WRIM 8ATupA OF Yana (NAW AS). RMEOVELY, BASED OH NAWAALL SEDDITIC SURVEY OHDF`L "Co"TICAM USER SERVICE (OPUS? TIED TO MAE BENCH. MAIR6 -072 4193 E TIDAL' 8 17LA`�* THE STATION G Lq KAW KEY AT THE BAST 1110 OF THE RNODE OVER LOGE C OEC�ICD ON M PANAIrL � mW COUNTY, FLORIDA, 10 REALCH 71-1 11A.� IACM THE 'L" NlERVCeDN C.L I AND CR. 940 (Nry DEER BLvo.) C, S.� pNE KEY, DO I,vE 1.7 LN (2.7 W) M THEvAr, ArATSON BLVD_ TURN RCM ANC OD W, ON WATSON jLVD F03 2.25 IA (3.&2 KILL) 10 THE EAST Eno or THE OROCE ACROSS LOW, D*,.,Xt AM THE STAT*H THE LEFT. Taff STADCAA UES IN THE HoKTSAw CCOF ." RNER THE SE. THE ,ATa, IS FLO, ON ,tA "0' BEHCHMABK "'C SET N `7F CQAG -E STEWALK OF THE 899KE. STAMPED '410 E.' RCEERVXES. X-CLIT. ED IN A CENCROLE VZGE RAN.. VILZILETIC A21MTH OF 29W AT *,49 R "g M), X-CLJ, SET AA CMCAETF BRIDGE RAW,"A"NE"' AZWM" OF 57 AT 6-36 Fl (1-94 M). MTN AV SCH NS DALND DISC. SET N ASPHALT PAYEMELO� INAGNEDC AZEILa I7� Th ter AT 14 M (1.15 SCT WORMS POST, MAZUEETIC AAWL1 OF 37 AT LEIS n (9.59 ILI) CARONI4at FSXS AN: I32M7,42' E. 542,9M76' FLEVATM; 814'. ame®R, CL TIFILIPWARY ERMON " SEDIMENT CMROL 1. c"WIM WALL NS U PkN M AND NYArIm ALL. ,MMOV coAnwx 'vamm AS REWIM 10 "'Q CO., AL sur s ON .1 E, N COX EXFMDNEq7 ED `-^E45N. --33 ' 7L Btl-R'14DLLRAC SNTarII" IME "Irl FMT {_'Cu! 3. SET FUZE " ILRDgM B&IMM ARE To OE PILACED AS SADKD ANDIPT OCiLLIED I ENN*t. ""N"' NEEDS To KU -SM BEOUIREAENTS FOR MORghG MI-14 THE LILT IXER ,E,ME CSIDSOA 19-nLH, �nm W. u AT L,,,r AMR E,L:N NAL,i AAn =0 BFSwRED H, CONTAo. SEAM RES "' " "'ItitS ------- YAL DE PENZAM"'70"'Im, WIERu"w To OLO-7-90 (1/3) V W AOIx, Or THE iNtAHouuL WNr' SEDPADC &4%`"S ="EO Tom TM, CLINT." 5 ESINKeiftc FLN -TMCHAD,T Etl =s' =7C. . .0 . MSIITHA:Nv- Dozr REASINO SOwft, wiIALL cfwnO# a or � rt.;Nw, umL4Pdi;kr Mk+AA'i 1. AWTAH& cANKScH, AMA sEa-w cRAvA:, sI- OL HaTA,,En If Ea NEC`� R` ON-NOIL a �' Al�`ICD A�SMAT.E. IE 9HLt PROTECT - vPN;HlO MXNES U wumnou, 57M DZILD w" AND � IN Dt MCAKTV of �N 70 60TEfful TPRID &HALIE OR S,741M ,wl" M no� spc=ll Oornuo IN r,.c rms. LOIN W BE ElEta -N crrfrTK �cn' SUFF �,ET ESTAI ED ER=w ITTIORKH1. TO ALL. W' ' W V THE CON"T"Tal A Q AREA SH IN �,WH tt DRQANDE THE r T Tc`�`, VSCN,.� 19. M4M �- LPTEjftLD DE=Vt=0WNo" A,HOH Au Ma CANAL 92139 AND 0290 IIA,t"Ar DD � . 5, 1 TRACK OR iOF DENO IRS. CONIR Ella PINE A" LCl A SOL WHLOIN3 PwKNI0. ZE N M. � X jT Dz='-so 200, � Q. IRA ORGANIC REMOVAL pwichLL, �E!I .� a -PcD RIB "N RAMEDDRATTOM OESION S .9mI At f5laus,40, AND PERMICITING E-AM MINIM PEI I.00I,i M-r,HKETL T 01 -OXxT C-,rANK, SI.T FEACE .0 T- - WALL 'ADET The pc�"s � FOUT BMW s,mww 010, TV- AS, 102 AND 103, cRNNRADHNI AN at SX[L' AMI-IpLE M grO, " XH, WE ANC, PRIDLENTION - S"OLINDOAPOR V ANT I or E:W, 04 Twlt E� M A'* NLO�`PEWINM COIVROL NIE`sDNs s401WA w THE PLAID; An w CTOR WNL, 16, ANT mr-law AREA UTT "POLED " A FERM ow, 'A Tw Z' OATS IL'aIL a gku'lz 17, EAOiI N -EASVHu W a NA.TAIxvD AT - 'PIcs I, RA' ATEuCACNTA'Loq a THE PI114 DOES NOT f'olulECTMERDSIOZZHOID, Mff AINKPOM CRO� ANEONAD.1 ROL To ^iIpY3 p MORE, INN MAL IK soowtvw SOARM I& NOTIFY AFFEN)PNIATC 9OxRDC =.NY ArPkMEY .. K ra D D.Mwl OF THE cuXTHAcm Swu BE: SOLEY KILPODIDELLE: FOR Entunc ALL PNoAT VOLOVUENIS PW 7DRIEM ARE NET. THE 70DWY UNW VHN THE CALM: EMLL NOT CKCMD 29 VIVS ARD4 S&so THE Lewas p Dx THE DUNK (cartSTAN&Ka TIORKIAWAFERS) � , sHa NOT Excul. IT HN,` A RWiiYaTY 443o.Yfb9dYi ZEAL DE ROD BY tLDIAGE COL,ffT k[PiIESE K �D OkAN ATM PETER 00 �O YHT, HE 1B,I CHORE-T= 7"A"O" �T D- EXISTING rNFRASTRUCTURE ft'snED BY: I I. 1e.E CN-WTS 6 ASEP0%Sa36E To REPtMsaG u 'K NRRISJAMCTO,C WT a I 0',Ln R, Ac V�c APACTED DURM CoNSIBLATKA, To Vvctt MININs coNuTi�. Erv, CAA E. EXISTING UTILITIES ?w OWNAcYN a REWoNtIOLE TOR no"Ac0 ALL p"vHLN7 ulmEs `-C 5 ab 7S,EET "CLKtS RAW 70 COOLTRUMOH F0d'. LOCAT44 OF LEOJNsw= am t-s, . �r W" JW UOLOILS ARE NLCro, E COQ`P�lw � RESTME Hl ANICH CITOINL, 04O-r ANO NoILF1 TNT PERNA" ,LLTY M.01 AADMATEL, GENERAL N07ES -- OELGA_O LANE -- — . Ir i ! SITLBENCHMARK PROPOSED DEWAT€RING STAGING AREA �1 - 15/8" IRON ROD & CAP UTILIZING MONROE COUNTY ROW. "AMEC VYITNESS" THE STAGING AREA WELL CONSIST OF ROLL I I OFF CONTAINERS LINED WITHGEGTEXTILE BAGS OR BERMED AREA WITH GEGTEXTILE BAGS AND APPROVED FDEP POLYMER SYSTEM I I N:133032.30' E 540529.53' ELEV: 2,01' ._ SEE T€ ? B€LGw. -- PROPOSED DEWATERING STAGING AREA F 3 ° UTILIZING EMPTY LOT PARCEL ID # 310730, - — .. s I THE STAGING AREA WILL CONSIST OF ROLL HYDRAULIC VACUUM DREDGING ! iry " ! SYSTEM BARGE WITH I OFF CONTAINERS LINED WITH GEGTEXTILE BAGS OR BEAMED AREA WITH GEGTEXTILE BAGS AND APPROVED PUMP TO REMOVE APPROXIMATELY ! i � 8,300 CY OF MATERIAL TO THE _...... �_ { -.- FDEP POLYMER SYSTEM. SEE NOTE 7 BELOW, _ STAGING AREA. AFTER DREDGING CONTRACTOR _ RSEYS LANE -.-. — __. _ _L_. SMALL PLACE A S" LAYER OF SANG ..` _ ,APPROXIMATELY 890 CY, EVENLY € CANAL #2fir"s -1— -- l . 41. -� — -`. -T` ALONG EXISTING HARD BOTTOM OF CANAL, SEE NOTE 8 BELOW. ` I SEE 'SHEET C310,, C311, C330 AND C331 FOR ADDITIONAL DETAILS. I - ' II .n DI PARCEL I310490 i I PROPOSED OEwAT€RING STAGING AREA #2 I UTILIZING EMPTY LOT PARCEL ID # 310490. THE STAGING AREA WILL CONSIST OF ROLL OFF CONTAINERS LINED WITH GECTEXTILE I BAGS OR BEAMED AREA WITH GEGTEXTILE j BAGS AND APPROVED FDEP POLYMER SYSTEM. I a SEE NOTE 7 BELOW. u : 1) ELEVATIONS SHM, HER€ON ARE RFIATIVE. 70 THE NORTH AMfRITIAW VERTICM DATUA4 OE tFE0 (NA+aD 881 Z) THE WI iTUETRIC DATA FOR PRR1"aCT WAS EIQTIK-ED BY ALi, C !N NAY 2013 AND JULY 2314, ELECTRONIC FILES OF DIE DATA WILL GC SUPPLIED TO CONTRACTORS FOR UFjO;j !: RVRPFiaES 30 CONTRACTOR TO PREMIX THE COUNTY %ITH A PRE AND PO$T CONSTRUCTION wmm AS DETAILED in THE TECHNICAL SPECIFEA 04S. DAVAUE 10 ANY .EA3ALLS, 1113AT LIFTS AM OTHER PRVATE PRTAaCT DURING CONSTRUC7ID., S` WI BE RT�IACED Sy CONTRACTOR AT RT COST TO TIT. COUNTY TO aATC!t EXISTpz MiPTIO€:5, IF THE CANTRACTUR R`EOUSRES USE OF A PRRIA7E HOVE9 ER r,.H LOT OR CGLHTY RT OF WAY FOR STORAGE OF EGUT'1J£NT. THE CDIITRACTOR DUST p31ATt^ COUNTY PERMISYGN AND THE STORAGE NAY NW 3E. ALLOWED UVTk. A PARNFOSED TEMPORARY USE DRCIN.ANCE IS A°PAGVED A'TD SECOMES E' ECTNE. A) 11$. CONTRACTOS SHALL LOCATE ANU LURIFT ALL UNDER GRGLRID AND A9i;'TE GR,^,VNQ UTI_TrrE:S WHKra TIE PR-EL"T NUUTTOPoRR: !N THE LVP`TL THE UTILITIES ARE MPACTE:D 7,1E CONTRACTOR S�'ALL NOTrY TUC UTUTY CQMPANY AND VON10- COUNTY IVNED4ATELY AND REPLACE TD Uht'" FXS,NG CCNOW PPS. 5) THE CONT9 CTOR SMALL CmSTR'UCT Tii- FEATURES AS FOLLO`MS. Ij JN57ALL ERCS�'0-N &V0 SEDIMENT COINTROLS - ERECT C220 2) SET LIP GfWATFRING STAGING AREA - SWOWIT Aw-Ir " HYDIAULfiALLY DREDUE —L. - S'-" ATTOVL AND SH..EET -" A- C33T 4) PERFEl. CER-1TIEp AS -BUILT SURrEY AND PP,MIOE TO if0WROE ^COUNTY 17 ENGINEER OF RECORD TO COoHRW PRo3ECT CDAIPLE'e O>{ 5) RELT04'E DEAVERIAS 57-ING AREA AO REPAIR A4Y DALiAa TO PROPERTY "O MATCH EMST IG C3NDIT045 G1 ENSURE TURDIDTI,! WJI N CA`TAL S BELOW 29 HTU A9CvE R4CNLRW,U' AaU UUTS01 CAVAL IS C NTU AUGvE ACxCq OUN'J. 11 REiMCVE IROUICIT AND SEGMENT CONTROL IAEsSURES. 6 THE CONTRACTCR HAS PERMS5011 TO REVCVE EX,Sf= WEED RARRLA SYSTEM 1; IT IMPEDES BARGE ACCESS,. THE CCN7RAC70WALL 9: RESRONSID.E FOR HAJUNG AWAY ALL DEERS FROM INC, RLMOVA REMOVAL ACIATTY $BALL -ANL 'LACE 1,tiSIDE THL FLOAERG I.;RdIT3:TY RARii ILA A1TD THc hNSIDRCYE FRIWCL' ALUNS T�PE CANA- SHALL NOT RE IMPACTED ,. 7) THE DEWAt€RING EFFLUENT SHALL BE ORECTED B_T ACK TO THE Cllvl LIZIM^ DES' R4NAGEVE07 PRACTICES TO ELMAIATE TVREID.TY AHD 1"SV4 kTHRT THE CANTO, THE CPtiTTTACTGR SWILL RENEW TIKE TECHNICAL SPECIF,GATDNS FOR DETAILS ON WATER WJAUTY vaNRURTTTG. 5) THE CONTRACTOR SHALL C00RDi,'ATC V,TTH K4.*dRo£ CD[PNTY Al q7 cmci,,EEH or RECORD PRICE 70 ININ DT , ORGAN]- REMCNAL ACTNUIES. W{-1JR TILE: `a«IPS, , ameO 4 n rNT k SP 93iPv i t'. 7 5STRLET N IA " EA 1 J DI EXISTING WEED 1 L E�-I e ti _«I, BARRIER SYSTEM. SEE NOT£ 7 BELOW. ik Y i PARCEL IDjj'�.. GULF OF L,.. MEXTC'O 310730 EP1+'r H rcs [. CANAL ZUG ORGANIC REMOVAL AREA{1.1 ACRES; 47.418 SF)� llll ]&3 14 ,ls,+ PROPOSED STAGING AREAS :... LL MONI COUNTY PARCELS, 2010 RTki +."s' •:T -NFL I G' tP%P,ihiG FANAL P266 [N.ILIp:EG fTT YG,'S; @!C1'+C WA750H BG�F OF LVG HaF%. 101 G/2Y114 MEXICO vLfr 111LE- `"'P PROPOSED mKf SITE PLAN I - CANAL 266 CA AE f2W . C211, :HELI I1Ulu5rr, PEv _� SITE MAP KEY .�EC3 �0 -?17n,rn-, 0 PROPOSED DEWATERING STAGING AREA �l UTIL.01NG MONROE COUNTY ROW. THE STAGING AREA HYDRAULIC VACUUM DREDGINGamec WILL CONSIST OF ROLL SYSTEM BARGE WITH Lrt OFF CONTAINERS LINED WITH GEOTEXTILE - PUMP TO REMOVE APPROXIMATELY BAGS OR 13ERMED AREA WITH GEOTEXTILE - y -4,700 Cy OF MATERIAL TO THE ISAM1t, BAGS AND APPROVED FDEP POLYMER SYSTEM. STAGING AREA, AFTER DREDGING CONTRACTOR N SEE NOTE 7 BELOb1, SHALL PLACE A 6'° LAYER OF SAKI) ,APPROXIMATELY 476 CY, EVENLY ALONG EXISTING HARD BOTTOM OF CANAL. i SEE SHEET C320, C321,. C340 AND n �,•. `. C341 FOR ADDITIONAL DETAILS..... J— E -- -F- AVENUE J CANAL f290 r.v. CONCRETE F6rADWJV,L PARCEL ID# PARCEL ID,y PARCEL ID# 1PARCEL IDS j PARCEL IDS PARCEL ld 307'1 110990 : $10910 110970 110930 ! J 110920 EXISTING WEED BARRIER -- I 4 I SYSTEIA. SEE NOTE 6 B �.._._ - FLOW. G V y H ' PP 10 j-CT. I PARCEL iD#• PARCEL IDS PARCEL ID# ' GULF OF CANAL 0.�BB AND�gp . 307080 347090 3d711O. PARCEL 1Dr PARCEL ID, PARCELID1 PARCEL ID ( MEXICO glp.viN��p 110580 I 1103.50 110940 110960 DROANIC FUMMOVAL PASTORATIONN DEMON f n : AND FERMIll AVENUE I "PLCA9's: ? ! I ! I I PROPOSED OEWATERI'.NG STAGING AREA 92 I � I P k 3 UTILIZING MONROE. COUNTY ROW. THE STAGING � AREA WILL CONSIST OF ROLLQE# i r _._ - -=_ ..,®L,_..m._ _.. _. OFF CONTAINERS 'LINED WITH GEOTEX71LE CABAL 29D URSA= REMOVAL AREA (0.59 ACRES; 25,7QD SR FT) BAGS OR BERMED AREA WITH GEOTEXTILE ... -...._ Cam.%�?i PROPOSED STAGING AREAS BAGS AND APPROVED FDEP POLYMER S"YSTEm. .. _� #AIN.' C.U., PARCELS, 2Q7fl SEE NOTE 7 BELOW, ;b. DAtE ,P'PRO'rEB 1) ELEVATIONS SHUAN 'LREON ARE RELATWE ID !HE %DRIH AMtftAN PERHCAL WILLI OF !B88 (S:W4 8a) 2) THE 0AI/TYWE7lF C DATA FGR PROjEC7 WAS CBTA'NED B# A&.IEC IPJ '.LAY 2D-1 A4D DULY 2D74, ELECTRoPOC FILES OF THE DATA PALL BE W-PLIE0 TO CONTRACTORS FOR BDDING PLRPOSE5. 3) CO? ID PRMlIV- THE COTP l- WITH A. PRE AI.D POST CONSTRI.ICTION VIDEO, AS [4TA:LED =N THE TEGH41m SPEC M CATIONS DAMAGE TC MN SEA<PAt 5, , PRNATE PiCPERTY DL'N1hG CONSTRUCTION S3WLL B`_ REPLACED 8Y OD'lIRAGTGH A' #CJ COSI TO IHE COUrll TO VATC#f LMHNG m D:TSCNS- GnL1Q BOA! L4 15 AND OTHER -.. F THE CCNJTRACTOR RECIUMES LG: O" A PRIVATE HOLTES&MEF LOT D7 COUNtY MCHE Of WAY FGR STORA^,.E CF EGUPMENT, THE CONRTAC CR VUST DOWN COUNiY PERMGSIGi AND THE STORAGE VAY hOT BE ALLONED UNTIL A PROPOSED TEAIPOP.ARY USE ORINIAhCE IS APPROVED AND BEMTES EFF_CTNE. CANAL /256 L gGI `G P)'t a(C1.,,'tI1liWC 4) THE CO'.iTPJSCOTi $sJA;L LOCATE ATJG {DENDi]" Ai.3 UNDER GROUN") AID A9OY_ GRDIJItO UTLITIES ri`H,4 THE. PRD.IE " BOUNDARY, sh .✓:I r5 anti N THE WENT. 'HE Ull_ITIES ARE IMPACTED THE CONTRACTOR SHAL_ OF" THE UTILITY COURNlY AND E&O ROE_ W6U3/Y 1sLTEC1ATEL" f,HO REPLACE TG µmTCH EXISTING CONCTTIDNS ,WATSGN BLVD .-- 5) THE CCN7RAC'OR SHALL CG#19FRUGT TIE FEATUTIES AS FOLLOVIS: - Ci`PJt'E�". N F _ I) INVALL LflOMK Ae,G SEE#VEYR CONTROLS - SHEE- C221 11Tf. a IBi PD Ii 2) SET UP DEWAIERFN� A AL 25 AREA - SITCBO E AND I F; T uI cc _-.. 3) HYDRAlluc DRECY"E GAITAt 29C SwOW#J ABOVE ABfl SkE C32T RNRS i.3i1 A) RERFCRLl CEHDRED AS -BUILT SURVEY ANH PRGVD_ C WNROE CQCNTY AND ENGINEER Of RECORD TG U0WINA, PROJECT CUWLETlol, PROPOSED O) REN"'E C'WATERNTG 5TAGI� AREA AND REPAIR my ^AAAGE TO PROPERTY TO MATCH EXIEVO ONDRN)Ni .o 6) EiaETA TR"S" tt W,THIN CANAL IS BCLG`W 29 IJTQ AROv BACKGROUND AND OUTSIDE CANAL IS O NT'a ABOVE 8ACRG UUiJD, C SIT-- PLAN II — 7) REi{OVE EROSION MO SED.:REFIF CONTROL MEASURES.. � CANAL 290 G) THe` NOUFa'i'WN# A55fD-ATO1 An L REWOIF 7wE WED ERR ER. SY;-,nA PRIOR TD C{JtJ Rirt;TlOtr ACTARtt, CANAL #290 ,, .... C211 _Lr 1,,MELu- RE'r A 7) THE DLVJATCRIt%d ETE H%C SHALL BE DIRECTED BACK C 'ON GAa.AT UTe17PTY BEST R+T ACELf='F' -RA%UCES TO ELLVINA7,E TUR£; 71TY AnJO c'RO'siCl-0 k'YTfNN Tklj CANAL. 'HE CCNTRACTCJR `" "' """ "� [ 5MiLt REVIE4Y THE YEC'1#ti#i-RR SPE,n.If:CA'134135 F5R D;fFJ_» QPo. YfITeR LAUAi.IiY S5D'tNTOR.#JG. S,c MAP KEY � .. �e1I I 4 - B DELGADO LANE .. .�._� COMBINATION TYPE III PERMEABLE AND IMPERMEABLE _ T I �'--- k 7 _� _�_. — TJ. FLOATING TURBIDITY BARRIERS TO BE PLACED AROUND THE MOUTH OF THE CANAL AND BE EQUIPPED WITH BOTTOM WEIGHTS J ! I d I TO EXTEND TO THE CANAL BOTTOM. THE BARRIER WILL PREVENT TURBIDITY ABOVE 0 NTU IN THE OUTSTANDING FLORIDA WATER BODY 1 ,I I ! SEE: N07E 5 BELOW AND SHEET C410 FOR ADDITIONAL DETAILS, i I PRO OSED DEWATERING SEEPSHEET TR T04QNOREDETAGING SANDREA #1SCREENINGI .'� .1 , ��._ _.�. FOOT TYPE A PLACED TRACKING PREVENTION I _ DEVICE TO BE PLACED AT THE ENTRANCE/EXIT ._ — .. ....-OF STAGING AREAS. SEE SHEET &IC FOR DETAILS FD67 TYPE A 'SOIL TRACKING PREVENTION I PROPOSED DEWATERING STAGING AREA #3 T DEVIC€ TO BE PLACED AT THE ENTRANCE/EXIT WITH CONSTRUCTION FETICING AND SCREENING. iJF STAGING AREAS. SEE SHEET C410 FOR DETAILS SEE SHEET C210 FOR DETAILS 1 1. HYDRAULIC VACUUM I 790 LF OF 6" HIGH TEMPORARY CONSTRUCTIONI r I I_ — FENCING VVITH SCREENING. OFFSET A MINIMUM DREDGE SYSTEM — -- — —14. -_. � — — — . SEE SHEET C21O._.__. — BAILEYS LANE OF 15' FROM BAILEYS LANE AND OFFSET A FOR DETAILS. I — —''.` —'MINIMUM OF 10" FROM PROPERTY LINE. SEE SHEET I , I C410 FOR DETAILS PARCEL ID.S I CANAL #266 ,� ! 310730 ; s I PARCEL ID',"-. 200 LF OF 8" HIGH TEMPORARY CONSTRUCTION 310490 FENCING WITH SCREENING. OFFSET A MINIMUM OF 1'5' FROM 1"ITTERS LANE AND OFFSET A MINIMUM OF 10' FROM PROPERTY LINE. SEE SHEET _-=—..._C410 FOR DETAILS PROPOSED DEWATERING STAGING, AREA #2 WITH CONSTRUCTION FENCING AND SCREENING. I I SEE SHEET C210 FOR DETAILS r I I i i FOOT TYPE A SOIL TRACKING PREVENTION I DEVICE TO BE PLACED AT THE ENTRANCE/EXIT =.. I I OF STAGING AREAS. SEE SHEET C410 FOR DETAILS+ GULF OF MEXICO I I I lEG6�'Ft i I i 1 canal zNs ORGANIC REMOVAL aREAtt.i ACRES) PROPOSED STAGING AREAS '-iONI COUNTY PARCELS, 2010 FLOATING TURGIDITY BARRIER 9 EI.FVaTIOHS SHCAN HEREON ARE RFLATINE TIC TIr %DRTH AMERaCAN , RTK-AL. DATuy DF t9RR (NAY:S R9 2) CCUTRACJOR 'O PRCI THE COUR., WHH A. PRE AND POST CONSTRUCTGkt 'ADE0, AS OETA!im I..4 74E TECHVCAL SPECLr'.CATIONS, DAMACL' TO ANl' SEAWALaS, BOAT LIFTS AND OTHER PRIVATE PROPERTY DURING CONSTRUCTION SHALL BE REPLACED EH CO?JTRACTOR A` NO COST TO THE DOWN TO MATCH EXISTING COND CUS, IF THE CONIRACIOR REQUIRED USE O- A PRIVATE HOMEOWNER LOT OR CCUHHY RGHT OF I'AY FOR STORM GE CF LCUPVCWT. THE CONIHAC OR NV5d df iNq; COUNTY PERMISSION AND THC STORRCC MAY &Or BE AGC f9 UNTIL A PRCPQSZD TCUPCRAgY U5[ OHO;NANCE r AFPZZ. AD RCCtWtS LIT.CRI 3) THE COUIIRAC"OR SHALL LOWE AND IDENTFY ALL.- UNDER GROUND AND ABOVE GROUND UTILITIES w'HN THE PRCUECT SDUNRARY. ILA THE EVENT, THE taT.mES ,ARE IMPACTED TH" CONTRACTOR SR.Ak IOTIFY' THE IFICIT'E COMPANY A I) MONRCE CIALKY IMMEDIATELY AND REPLACE TO MATCH EXISTING CONDITIONS. 4! THE CCHTRAC`OR 5401L CONSTRUCT THE FEATUIES AS FOI ti INSTALL EROINCh AND SEDIIENT CONTR'MS - SHD1411 AB E 4 CFT UP DEWATERING STAGPC AREA - SH."ET C710 31 HYDRAULICALLY DREDGE CAW - SHEET C211. DIET AND C33T 41 ELRF UNZI CERTflED AS-BUILI SURVEY MID PRWt,- To kSOHROE COL-RY ANU [ON£EY. LIE RECWi'J fC CC-sM, PRDM£Ci CO3YPLLM, REMOVE DENATERNG' STAOINC AREA AND REP,VR A4v PAMAGE TO PROPERTY TC MATCH CXISTY c :CTLJ6,Th54i 7T ENSURE TURBIDITY VATIfiN CANAL IS BELOW 24 NTU ASVE BACKORGUND AND OUTSIDE CANAL, 15 O NTu IsORE ETA-KGRO:UNO. ') RFwovs ENDS= ANC .SCOMENT COHTROL. MEASURES. 51 THE TYKE t.z PERINTANEE TLROJDITY 2A.R'd ,.P. WI-1 E%TENO FROM TINE WATCR'S SURFACE aMN TO TIL BOTTOM OF TIRE CANAL AND REMAIN IN PLACE THROUS NOU- THE CURATON OF THE PNOJLCE THE JONES OF T, C PERMEABLE TURBIONY CURTAIN WILL BE SECURELY ANCHORED TO THE: CAN;. BOTTOM BY INS"Af.L.NG 3/B- THICK STEEL REBAR STAKES TFtAT'Y1[.t RE ORME" INTO THE CPAL 5OTTOM' USNG A HAMMER GALL. TN2: PERMEkELE TCR,801Y CURTAIN WILL ALSO GE SECUKLY FASTENED IC THE CANAL VMEL IWT- TN2 COLUMNS AND IWO ROAN5 OF BOLTS AN: HASHERS ON N INCH EENTL9.5 SO TWAT TMERE ART AU DOSEftABLE CARS. BETWEEN 'E CURTAIN AND THE CALL RSELF, A TYPE III ILWAMFABRF TUREIOITY CUTiTAN, TO BE LOCATM APPRTX"'ATELY 5 F€_ INLAND DF THEPFINAIAELE Pi RRER- THE CONTRACTOR SHALL RE RFSP.N9Pii.E FON AN P.Ek:EW§VGjAiOClsfYflFG THE PrP4P. O'-Eb EROSXEM AND SEDIMENT CCNTWL PLACCORDING TO SITE ..CWDRON5. THE :LAN U14L EE SEKIi To NONROL COUNTY ,xl;b ENCNt.- Of RECORD FOR Rtyfi 1APHN0NAL BEFORE COARIENCEgEVT CF COHdSIRUCTION ACTYITIEA FDOT TYPE A Spit TRACKING PREVENTION DEVICE TEMPORARY CONSTRUCTION FENCING SPTE MAP KEY ameO ,, kill I,;TR IS= N 5 = Ti TREE` N .1. I' ES L 331,1 It,. (.:i ,5 41C i f TEFH N 'N' CAN" N286 AND 0221! SA4 PANE KE'Y ORGANIC REMOVAL RESTORA"ON DESIGN AND PERMEFI,' I RPFL Af T: v FPv-9 Pf k UP ti C{JGLEC. v'v vt',Gf S:N'f.ViC L�RidrtlilPs=Ytt ( Fi Rf LY Ovry aC l4JH kP FO. ED Et LAE Cdt'kE. l0 rS1;'019_ + ET HOE: ---._ PROPOSED EROSION AND SEDIMENT CONTROL PLAN I —CANAL 2516 C220 =Hre-r tTr k E-Fees FDOT TYPE A SOIL TRACKING PREVENTION DEVICE TO RE PLACED AT THE ENTRANCE/EXIT OF STAGING AREAS, SEE SHEET C410 FOR DETAILS _7_�� j. I CONCRETE 14FADWALL PARCEL !D# I PARCEL 10,# ' I 313710 C 110990 I f a I 4 i- � I PROPOSED DEWATERING STAGING AREA. #1 WITH CONSTRUCTION FENCING AND SCREENING. SEE SHEET C211 FOR DETAILS 1 1 AVENUE J COMBINATION 'TYPE III PERMEABLE 290 CANAL # PARCEL ID I PARCEL IDS PARCEL Ipff 110910 110970 110930 I AND IMPERMEABLE FLOATING TURBIDITY BARRIERS TO BE PLACED AROUND THE MOUTH OF THE CANAL AND BE EQUIPPED j` WITH BOTTOM WEIGHTS TO EXTEND TO THE PARCEL ID CANAL BOTTOM. THE BARRIER WILL PREVENT 1109'20 n TURBIDITY ABOVE 0 NTU IN THE OUTSTANDING FLORIDA HATER BODY SEE NOTE 5 BELOW AND SHEET C410 FOR ADDITIONAL DETAILS ...N PARCEL p3 -- log PARCEL IG PARCEL 10DS0708O 7PARCEL ID9 PARCEL IDA PARCEL IDb U� HYDRAULIC VACUUM DREDGIvG SYSTEM SEE SHEET C211_, FOR f)FTAIIS a I i i I � lit i I 1 110980 1 110950 `1 110940 I i I 1 I r I AVENUE i FDOT TYPE A SOIL TRACKING PREVENTION �I / DEvtCE TO BE PLACED AT THE ENTRANCE/EXIT OF STAGING AREAS, SEE SHEET C410 FOR DETAILS PROPOSED DEwATERING STAGING AREA #2 WITH CONSTRUCTION FENCING AND SCREENING,. t SEE SHEET C211 FOR DETAILS PARCEL ID,N I'tD9�4 i 1) ELEVATIONS SHCUNN 1IEREON ARE RELA'NE 70 711E IORTH AME.iKTAN 4EROCAL OATLW I' ^le$. IRAVC EEL 21 CONTRACTOR TO PROVIDE LHE COUNTY OTIM + PIE AI.EI MST CON TNUO UN MDEO, AS TET&LED IN TNE. TECHULAL O FICAU0,45. DAIiAGE 10 ANY SEA'INAL�E. A BOAT LIFTS O OTHER' FRNATE PROPERTY OUIRL CONSTRUCTION FALL DE RC'IACCO DY CDMIRACT01 AT NO COST TO -NE COUNTY TO MATCH MIS'D.0 COR'OITICaNS. If TNE CONTRA^_TCR REQUORES USE OF A PFFVVF HCUFONN€R LOT DR IUN.N7Y g1RHT OF 'NAY FOR STORAGE OF EOUPME.R:T T A CONTRACTOR oi_T O'Nea COUNTY PERMISSION AID THE S70RACE MAY NOT BE ALLOSVEC 1)7TFk A PROPOSED TEMPORART USE ORDINANCE IS APP.RCNEyi Ayq BECOMES EFFECTWC. J) SHE CON[AkC14R SHALL LOCATE AND IDENIFY AL'. UNOEA GROUND AND AaOvE a9vu,D UTIUT€ES 4R IH to TH=' PRUI:GT BDVBiE)kR'. IN TNE EVEMI. THE TLITIES ARE WPA,-rM THE CONTRACTOR' SMALL NOTN'f THE UTILITY CCMPAMY A\ AIDNRDE COUAI IPA HE TELY AND MPIACE TO MATCH EXISTINS. CONDIT'Dry S. 4) THE CONTRACTOR SHALL CONSTRUCT .HC CEATD,iES AS FOLLOVIS: 1) RISTALL EROSION All" "DIVERT CONTROLS'- SHOAN ABOVE } SCT JP OET+AT'2ANU, STAGING AITEA . SHEET €221 )). HMRAULC DREROL CANA;. 2S0 Sr FE C22t, C331 ANO C341 4) PERFORM CERT=fTm AS_BUILT SURvEV AND PRCAOE -I) PONPOE COUNPf AND EKGNEED' OF R COT' T® CCNFRv PROJEC- COMr"TION S) REMOVE VEKATERK40 STAGINOD AREA AND RE?AIR AN'DANAGE 10 PROPE'R.TY 10 WA`L'H EXIST TIC CUNUITRM95 G) FUSURE TORRIDITY WITUfN CARAL IS RELOA $B NCO, ARCv- RA XGROJND AND OUTSrOE CA/RA. IS 0 N7O ABOVE &4_KGROUNO. 71 =iEL:OATC EROSION AND SEDBENT CONTROL 0ELASURLS. GULF OF MEXICO LfGEfip I ..�.._'. CANAL. 290 ORGANCC KMOVAL. AREA (0.59 ACRES PROPOSED SIACANC AREAS MONROE COLIMY PARCELS. 2010 FLOATING TURBIDITY FARRIER W HIE TPE 11 TLRMEABLE IURB:R:TY BARR{:ER WIL LX3END FRUSE 1He WAT€R'S Wi SACS py 414 TO ]ir SOiUM 0= ;# CA Anp KZMAI2 IN €'LACE iNNOLO 4 nE OURATION O� "HE Ff{J.:fs^T. THE IOW5 OF TLE ;ERVE'APLE TURSPO"I CURTAIN VfILL OE SECUAEL.V APYHORED TO iHF. CANAL BOTFORI BY INSTAL'.YiG 3/S' THICK STEEL RETAIL STAKES THAT ORL RE CRN€N INTO THE CANAL BOTT0IA LISWG A HAAMIFR CRLL _HE PFRMEAA!{ TLPBO1`Y CURTAN All, ALSO EE SEC°RE'..Y FASTENED TO TNE AWL V,1L 1IT1 7LL'0 CGLuW`S AND TWO RDWS OF BUTTS AND WASHERS ON 5 INCH CEIRQ35 SO 7rA1 L,EiE ARE NO OBSEN'{AgyE OApj..RE95ykEN ;N: 4:vR1AW AND HE "ALL NSFLT'.. A T!'PE 11T, PERMCA3LE TLREPCH CURTAIN TO PC LOCATED ARPROYIMATELY 5 FEE SAND CF H PERMEABLE B=RR,CO. 7Hc CONTRACTOR SA,-LL BE RESPONSKILE FOR NLYIEWI iGjVOCIFITRN4" THE PAOPOSLD z ROS"J AND S_CIMZNT CONTROL FLAN ACCORD'..0 TD ELL CONSITIONSTHE -LAN SHALL RE SEMI TO MONR3E CMIdN"Y AND E11014EEN OF RECCRO FOR REVIEW/APPROVAL BEFORE COMMENCEMENT OF C4NSTRUCTIOH ACT,NnMS. 5-1- MAP KEY ameO E 1.nr E k. S1RTRU uF tit E3, IN T�.011 N Mp_a EK Ef Y.ES. I 33 "T 339Ya TEL 01T51 s B-t:1.IF a -IT 5 CALF: °e'a a n•..... Et C NEED OF ,ECC D STC'r 14, H 4 5 L Ff PP(1.,4.CT. CAS. 9299 AND O290 896 PONE ORGANIC REMOVAL BEEITORR`1'EON IDE6ION' AND PERbI"rme r..PPLICANI uTE3 rr vs raj. RAU ry .Pair En t S0..IF_E EY. sf.,/5J!{ru es;, 31Ecn�R Ur, A4L/a,lif-.- FPF4: tEfi N1- t',ay ,'FTEIG)16Lp,D19 *HEL" Fo.TLL° PROPOSED EROSION AND SEDIMENT (CONTROL PLAN 11-CANAL i90 L�21 I CONTRACTOR SMALL PLACE DELGADO UtNE { I, I., SIGNAGE AND FLAGMAN AT INTERSECTION OF MATTHEWS ROAD 5!TF BFN HMMARK I AND DELGADO LANE TO �5/8" IRON R06 & 'GAP '.. I. WARNPUBLIC OF LANE CLOSURE ! "AMEC WITNESS" AND CHANCE OF TRAFFIC PATTERN'.. i N:133032,30' � CONTRACTORS SHALL PLACE t i I , E:540529,53' EXISTING WEED SIGNAGE UNDER OVERHEAD - ". -L _ .� _!- _..�1 _ _ CONTRACTOR SHALL PLACE ELEV: 2.01' BARRIER SYSTEM. `. -ELECTRIC LINES AMONG .. SIGNAGE. UNDER OVERHEAD - -..,. - _� ..._ ._ - - -- - _. ti. _ . SEE SHEET C2k0 ,:---'M$ATTHEWS ROAD TO INFORM,_ ELECTRIC LINES ALONG BAILEY'S - _.....— WORKERS. ` -1... ` - _."& _ --_ LANE TC INFORM WORKERS. CONTRACTOR SMALL PLACE SICNAGE AND FLAGMAN AT ANT€RSECTFON OF MATTkiEYMS ROAD I I T F i t X AND BAILEYS LANE TO II I - I ``� ._ z 'WARN PUBLIC OF LANE CLOSURE i 1 AND CHANGE DF TRAFFIC PATTERN. - -- ,-- - ... — __ __ _..._. -. _._. —T — —__ — _ I _ _.-. $T_ EYS LANE 1 HYDRAULIC VACUUM DREDGING j CANAL #266 SYSTEM SEE SHEET C210 ✓ I r FOR DETAILS_ PARCEL IDS " GULF OF r m I, , 31 D3D '. MMEXICO ' I ✓✓ I I - — — i' r 7' , PARCEL ID# 310490 _ WITTERS LAN I I I T g I i CONTRACTOR SHALL PLACE LEGE#db SIGNAGE UNDER GVFRHFAT) f ! I - ELECTRIC LINES ALONG BUNTING CAS 266 ORGANIC REMOVAL AFatAIo.1 ACRES? N CONTRACTOR SHALL PLACE I r I I '� PROPOSER STAGING AREAS ! SICNAGE AT THE INTERSECTION ' I DRIVE TO INFORM WORKERS. I ! , I I -- L:oNRaE Cou,I'rY PARCELS, gala WATSON BLVO AND MAATTHEW ROAD II. 1 T [ t I P ! I I -_ -- -I✓_ WARNING PUBLIC OF CONSTRUCTION ACTIVtTY AND TRUCKS ENTERING/EXIT, WATSON BLVD 11 NO, S940i414 HEREGN AGE RUATNs TO TINE N09111 A -MR N 1IRTICAL 01 Ot °B83 (NAVC 8m) 2) CONTRACTOR TO F RUAD; THE COUNY WITH A ME AND '01T CUIISIRUC ION "OEO� AS =A:LFO 04 THE TECHN 14 P_C.=.�,VTar.� pakadCE %fl am 5E'RkdAL_v. 00A7 L"TS X"" 01 PRIYAIE PZOPERfiT OVR`UG C`RSIRUCTON aA..L 9E RrlIAlM R' CONTRACTOR A: AD COST TO 111E CO1.1 TES VATCH EXISTING CONOTIOHS. F THE C�3TRRCST}R ROEVRES LOSE 0` A PRIVATE HOESEOWFIEP. LOT OR COI 9QH" OF WAY FOR STORAGE OF ECUPV€NT, THE COr€TRAC"OR s!UST OBTAIN COUNTR PERMISSION AND THE STORAGE MAY N'A3 Of ALCCIIk''Fp UGVL A PROPOSER 1EUPORARY USE OREW1AtCE IS APPROVED Ak6 6ECOMES EFFECFR'E. 31 IHE CJNIRAUXR SHALL LUVAEE APAV IDENIIF'Y ALL UNDER GROUND Mr ABOVi GROUND LFLIHES VI ' THE PROJECT a WGDAx'Y. IN THE EVENS, THE UTLIT= ARE NPAGTEY! Eli: CONRRACTOR SHALL W IF`f THE LMU�' CDk1PAHY AAD T,M? kir CflVi.'TN dU6FE01ATEl`=' AND REPLACE TO HATCH EXISTING CO'TIDI7s0NS. 4) THE CGNTRACTCR SHALL DC RESPONSIBLE MR REVVING/103F-MGO ME PROPOSED HAULING PLAIN ACCORDIND TO SITE WNDR10NS. TK -LAN SHALL BE S_N, TO NOnROE 00 INIY AND LHrUUR DF RECORD FOR RLVIEW/APROVN.. BEFORE CONNENCEL4ENI Pf CO"xS'HVC11Uti ACTMTIES. Sj THE SAIV..GE Sk LL BE IN PLACE PRIOR TO THE NIIIATION OF COLANIC REROVAL AvTNTT'IES AND SMALL R--xmtd' IN PLACE THRM G-.VjT THE D;RATKkx OF CONSTRL'C:'ICN ACHTES SITE MAP KEv. OVA rr6 n Ex S, �t Rx�1Rl Jtu F ". v iSt 1 4 il. �E' N MIN& fAh 5 3 U:A 7. �, ILO.S ..� 9Ptl•x 11A� FL PF q �} Pp LF, ': CANAL 0208 AND 0290 on PINE KEY aRGANMG REMOVAL RESTORATION DESI13N AND PERNMIMNO ArPIACANT- EG I [ 1 <or r ro I.4 .;SCE DY I,rrRarD UESN,�EO B 'ClS.xfiFGTfC Bx 4k 5Y_ L� t eCAEP i _ 3:"G15.R1 -PRO L•',x tA5 SHEET 45POSED MAINTENANCE OF TRAFF#C PLAN M-CANAL 266 S:ITEET HL'..tJCER- -. -1; cis® %EIELf 7 ,,T' _1 a.HEe.xE CONTRACTOR SHALL PLACE SIGNAGE AT THE INTERSECTION CONTRACTOR SHALL PLACE OF FATHER TOW AND AVENUE J SIGNAGE AND FLAGMAN AT CONSTRUCTION WARNING PUBLIC OF C T'ON ALONG AVENUE .I TO .CONTRACTOR SHALL PLACE ACTIVITY AND TRUCKS ENTERING/EXIT. PUBLIC OF LANE CLOSURE SIGNAGE UNDER OVERHEAD AND CHANCE OF TRAFFIC PATTERN, ELECTRIC LINES ALONG AVENUE , TO INFORM WORKERS. AV mecO INC �N T-R E E T N fL SCALE rRU' ENUE J HYDRAULIC VACUUM DREDGING , CANAL lar290 SYSTEM SEE SHEET 0211 --1, 1 FOR DETAILS :PARCEL JD# PARCEL IDIIII PARCEL Id # PALRCEL0# 3071 D 110990 110910 l'o", 110970 PARCEL ID, 1 " PARCEL 0' 110930 1 11 EXISTING WEED BARRIER SYSTEM SEE SHEET C211 FOR D�TkLS MEN= z Fl, Pf 2252 0 cc I I PARCEL !D# PARCEL ID# PARCEL ID I GULF OF 307080 307090 307110 PARCEL ID# 1 PARCEL 10# 1 PARCEL ID PARCEL IDS MEXICO N —B CANAL #2$e AND N2so 110980 L 110950 110940 110960 E- PINE ICE BIG PINE KEY 7CAD ORGANIC R"EMOWAL GR--==-N RUSTORATION DE%lGN AN. P.- ANDPERM1111711ING _.G AVENUE I APPLWANT AN CONTRACTOR SHALL PLA SlCNAGE UNDER OVER'EAl ELECTRIC LINES ALON G AVENUE I TO INFORM CONTRACTOR SHALL PLACE C7ARI 290 ORCANr REWIvAL AREA (0,59 ACRES) WORKERS, SIGNAGE AND FLAGMAN AT ALONG AVENUE i To PROPOSED PROPOSED STAGING AREAS WARN PUBLIC OF LANE CLOSURE MONROE COUNTY PARCELS. 2010 CONTRACTOR SHALL PLACE AND CHANGE OF TRAFFIC PATTERN. SIGNAGE AT THE INTERSECTION 7 OF FATHER TONY AND AVENUE 1 AV WARNING PUBLIC OF CONSTRUCTION f ACTIVITY AND TRUCKS ENTERING/EX17. NOI 1) EtEVATMS SMOVIN HEREON ARE RELATIVE TO THE NORTH AVERICAN VERTICAL DATUM Or 19BM (FAg) fla) 7) CDNTRACIOR It), RRUVO_IFIL COUNTY MIN A PRE AND POST OCINtSTREC104 VIDEO, AS DEJAIE0 AN THE TECH,, C , $?EWCATIONS. :ADAGE N) SFNWI MAI LIFTS AND OTPIDi PRWATE F'qOPrTtTY DI CONSIRLICIVOIN SHALL Or KPLAC. ED bl DOITITACTUR 97 NO COST TO 7HE COUNT✓ TO MATCH ' II CONDTQNS. TE 78E CON-LIZACTUR REQUIRES U-- 0,- A FRFA�T HOMEOWNER LOT OR C&TRITY 7ur or WA, FAR sTORA�c Of rQ.;NIE.T. T., CowRTI -IT IRIM COUNTY PERMISSION V.D THE STORAGE VAT FICT BE ALLW-O UNIOL A PROPOSED TEWORARY USE ORUTNAWk 15 APPRNED A415 SECOWES EFFEETIll: 3) THE IC"MRAC -'DR S'WL LLOCATEAND DFINIFY ALL UNOFR OPEXIND ANC ARI GROUND UTIITFS %`,-tHN THE PI 90URNDARY. TIT III , EVENT, THE DTI; `IES ARE IMPACTED THE C014TFMCTOR SHALE NOWY THE LITIFITY COMPANYAID Miiik&E ComeLA y Iv-DiNTELY , REPLACETO WTCH'fExIsTNG CONOTT!"S. 4) IML CONTRACTOR SHA.L BE RESPONSIBLE FOR R€41LR7NGfMkFDlsMt.IO IN- PROPOSED HAULNG F„-R AccoRaqe- TO sn commucus. IHL PLAN SHALL BE SEW 10 LIONROE COLTM AND ENGINEER OF RWRID FOR RWEVII Rri�TRE CORN-ENCIEVLNT OF ACTWiTIES. 6) T E SGMAOE SI'NIL Or IN P{ CET. IftR TO THE INPATCN OF DR-"W KNIO"AL AC111TES AND 5-ALL REI.WN IN T`L5VE 711RO-GHOUT TIiF OLRATICIN OF CONSTITLCTON ACT.TNES III 1 2 ----1 3 1 4 1 5 - 3t A S CULF OF ME*Cp 577 ZILE PROPOSED MAINTENANCE OF TRAFFIC CANAL #2so PLAN I —CANAL 290 SFE MAP -KEY DELGADO LANE 5/8' IRON ROD do CAP "AMEC WITNESS" N C:03,133 2 EXISTING WEED 0: 12 �313 BARRIER SYSTEM, ELEv: 2z1' SEE SHEET C210 FOR DETAILS PROPOSED DEWATERING STAGING AREA #I SEE SHEET C210 FOR DETAILS i I I I i P.— Ll aED ILWATERING STAGING AREA #3 SEE SHEET c210 FOR DETAILS HYDRAULIC VACUUM DREDGING SYSTEM . _F SEE SHEET C210 FOR DETAKS RAILCYS LANE L < - CANAL #266 -7 PARCEL ID)# GULF OF MEX CC of 7, PARCEL IDS{ 310490 1 E` - € � - - �-- _. '-T- - - WITTERS LANE c, t x = r I I i I LEWAD I 1 PROPOSED DEWATERiNIG STAGING AREA #2 CANAL 2bb CKANC RLVMAL AREA(l.1 ACRES) SEE SHEET c210 FOR DETAILS I PROPOSED STAQNr AREAS sMROE COUNTY PARCELS. 2010 WATSON BLvD 100' SPACED 14-S CROSS SECTION LOCATIONS WTES: 1) OLEVATIOTIS SHOIl" HEREON ARE RELATIVE: TO ME NORTH AlIF;YAN VERTICAL OATUU OF ISRS (NAVD M) 2) ME BATH�_ ME DATA raq Pnwm wAs oDrAiNCO BY AmEc 114 MAY EO-j AND jjLY 2v4, mzcERo.%c FILES OF THDATA lNtD� SUPPUCO To CWr,,C7,ofZS FOR G:onujr pLRpQSES. 3) CONTRACTOR TO ?RSVI DC THE COON-Y 690710 A PRE AR'D POST CONSTRUCTION ,000. AS CITTALED RI THE TCCI, SPrfCA7VITS. EAHUCE To ANY 5EAWAL-�S, MAT LIFTS ANC OTHER PWAI� S PRDURTY fALMNG CONSTRUCTION SHALL BF RFPIPD RY MlffRACTO�R A, N6 COST 7�6 zRF COUN-, To MAT:,, -_"SnN f THE CONTRACTOR REOUIRES USE Or A PIRMATE NONE "n CONO7NnN5 DO, -OWuER LOT OR OCIRITY RVCHT Qf WRe IND; STORAGE OF EOUPqE%lT, TH- CONTRACTOR MUST 907�1� NTY PERMM*N AND THE STORAGE MAY' NOT BE .5WA'EV UNTIL A FROnSED TEMPORARY USE ORDNANCE 6 APPRDV-D &16 SECMIES EFEEfT,NE. 4) THE CONTRACTOR SKA-L L017ATE A14D KETNTIFY &� UNR GROUND AND ABOIEEL CkOUND UTILITIESWTTHta THE PROJECT EOVIMAIV. 04 _H, , EVENT, THE UTILITIES ARE LMMCTED T.gr CowrtAcTon srvLL WTRN THE UTILITY COMPANY AND UCHRGE ,OUNTY IIfLTDVTry ,D - REPLACE TO MATCH EXISTMG CONOTIOAS, 4) 71 It CONTRACTOR SHALL CONSTRUCT 7,,C FEATURES AS �DLLCWS: fN$lALt ER I `UO UI� AND SEOVEN1 ConTRo'-5 - SHEET OSr 2) SET JP 0 Rl 'SA - SHEET C2TO '"U Ap STAN UAATF W 3) IYURAULICALLT OREGEE CANAL - 5�own ARNE AN' sl LET vjI I A"' C331 4) PERFORM CERTIFIED As-nui- suq,,Fy AND PRftM TO MENACE COUNTY AIM ENWIFER OF RECORD -0 C�LF;RV PROJECT COMPLF 1014 5) REMOVE VEWERING STAGING AREA AND REPAR Aky DAMAGE To PROPERTY 10 mcCpi tx:SBNG -mor*Ns C.S,Rf TURSIMTY WIN" WAt 15 ERLL^T.+ 7q NWJ APOVIF WXIMOAND AND CUTSOF D. 40IS 0 NTU ASOW W.KrilltHID 7) RtMoVZ EROSION AND SEDWEnl CONTROL W.UISURES. SITE MAP KEY amecO, EIN FRAl I R..,' f, - RE. '11, 1�* 'Wr sin , r N sC.-t 5w S�EPHEN HA';�S Ft #722-3 PRO'EC1. CANAL 0260 AND 9290 use PINE KEY GROANIZ REMOVAL KrATORATION DESIGN am PEamnTma E 27 IA111 I .wr-, MITT NORTH --SOUTH CROSS SECTION LOCATI OW PLAN I -CANAL 266 I 5E' L'"' El, ,'v T "Is , VMU.W-o,D7 FT NAVD AR '.S.W:. -1.27 FT 11AVD as CURRENT CANAL DOTTCA4- MFiHrF -.27 FT NAVD 05. WNW: -0.07 FT NAUD Be G EDGE OF HA,L EDGE OF CANAL Fix.LW: -1.7 FT, NAVD �, OURP.E,1 GF1At BOTiTyM MLLY: A1.27 R fr.A V41 66 CURRENT G°tA1. 66iOM EDGE OF COAL EDGE CF CANAL: EDGE'. DF CANAL EDGE OF CANAL ,,. a # jm _T .. .yp aROANK; MUGS is AIWHW, D p7 n WwD BeRELIDypL "ENT CANAL BOTTOM., P I ® - YF�yA5 R'4 i>V YJC am MLLW- a 27 FT RAvo aD w p - , t f % RMOVA '#APLK T/ 'S° pR{.AMtlIG MWCK .§1 B4 £5!s i 5TiY[7 on 3 -m J 4P EGGS OF CANAL EDGE OX CANAL. o T ym REMOVAL € L�7JA7.. I t: L K 5 L lP. i v m ExISTS'4G Y,A.RD s¢° w m .• w BOTTOtB7T� ®v - O R 941C MUCK m Pe • x p, - a. �ESRIFG HARD SEED CTI® -, - - mm' REMOVAL ¢• EXISTING HARD SCALE,1'=iD' TTol4 DF CANAL r /r .. /%' _ BOTTOM or CANAE I SEE NOTES BELOW 31 C� i CALc,=TD CFE NC EE �BwW � ROSS—SECTION t � E�SS—SECTiflN 310 m' „D rr ¢.. n MHHa1; -O.D7 FT NAVD 6e m yK. ;N ExfST3 ,G HARD MLLR1: -1 27 FT NAVD Be CURRENT CANAL aDnam 9'UE NO CF CANAL M"HFWY -p,4J FT kiVO as EDGE OF CANAL c EDGR' OF DA*eW. SCALe:1'-:.14' 4 aEE NOTES QELl7N M_LW 1,27 .� FGVO US GURRE,S CANAL BOTTOM CURRENT CANAL BOTTOM RC) S—SECTId� I N W -0.07 F MAYO Re EDGE OF CmAL ¢ EDGE OF CANAL ANLM ! 27 FT NALO 28 EDGE Of CANAL EKE OF CrtHAL ORGA c NECK a : , REMOVAL 'v DRW'= MUCK W v. ORGNxC MUCx REFKIVA€ _- - REMOVAL cc L u r 'f ci Ir xa. I w 9.. EYIviFk+G HJRp - •em ' Kn BaR1rr: -4.47 FT NAAgA 9a SEE S BELDIN EQGt. OF CANAL '; " CKISTINc HARD SaALE:1'®T@' SEE TES BELD'N N MLLWI -1.27 � NAVD 66 CURRE� MANKL 6DiDM p C^C^ ��++ -y BOTTOM or CANAL CANAL. 9246 AND N290 R SS S i IQN ESE DF CANAL &G0.LE:, oD' r� SEE NOTES RELOY! 6 ° - BOF5pL1p�CA40.L M FINE KEY 370 3 DOSS —SECTION. SOA £.1 =iD SEE NOTES BELOW CHICANICAEMOVAL c �- ;°tl GN+�C i1LV^K 310 - ROSSSE-CAD N EYPa smaGN A�EROR a ..+, Ks REUOv+AU I MHH#. -0.@7 F# Pi4W 68 I _ Al PL}CALfl, MLLW: _1,27 FT f Avu 66 �,, CURRENT CANAL BOTTDL4 EDGE OF CANAL EDGE OF C NIL MHHVH -OX FT MAYO BB MLL* _L27 FT -VD a6 - LUORENi. CANAL DOTTDM o. n m. xs a w vay+al� ,p EPEE OF CANAL EDGF OF CANAL u. m�'m' :•m' EXTST4NG HARD 4 QDTTOM OF c"m i SEE NDT£5 BELOW ORCAa,D M4iCK yr w REMOVAL m•uROSS., SECTICfe ¢� aTP,Y .m+a A C44i:ANlC MUCK ,��} ° w ar�xa wn a+mow _uJ'ca ?a` eA:sTSFaG HARD "Zb UA-,r &e °�ONC ¢� I BOTTOM OF BCANAL ELOW >r 1P' SEE ROTES H'€LTXV I - m - EXIST R^SS—S� CTICN BOTTOM 9 HARD SCAT C i "pi BOTTDu OF CANAl. N ,IWY -0.07 FT NAVD 96 .� 5EE P:OFf♦';�s QE6OtY ASLLW: -t27 ET MVD @B CiARRENT CA9� BOTTOM �I"t 55 S 4�I�N EDGE OF COALMHHW 3}(} EDGE {f CANAL ¢ ML W: -1127 FT UAW Ea CURRENT CANAL BOTTOM ym AN L EDGE OF CCANAL EDGE DF CA5A'Itl 1' 3Y 4C�G(516M/G'dti NGTES: _ a i} HEAN H%'vW HIGH WATER ILq{N}Y7 pFl[) WEAR LOW LOW WATER tA4Lt1V} Im• CnEeKks:t3Y ev /saH ELEVAI, OHS REFERENCED FROM FdkAA IAFE S10.5KSN 87242OL ., + n ORoxmC MUCK 77 _ n. 1 Ai 4FG L[ f4 EL€RATIOS c 5mOWNEREGN ARE REgTW€ TO TFL MONTH AMERICAM REMOVAL VERTICAL TVe of 1968 (NAVD 65) aw OR4A,N'":G MUCK 111E R£ OVAL 3} THE QATHV&1£TRC DATA FOR PROJECT HI WAS OBTAINED DT ILL B IrF Le.Av y. ,K '-_' '0 tw ,HET '.1 Pi.E, SUPP AN4 DULY NTRA. ORS FOR B HIES, OF THE DATA WILL DE NORT14-SOUTH CROSS b suePUED TO CONTRACTORS FDR BIDDING RURPDs£s. yei °' � ,�, -- �..%.�' SECTION pETAILS.. I •- ¢. w ar m. n ¢. �,. �. <) THE BdELOW Al PEF+rx OF CRGYK REMOVAL FOR C'Akby. 266 iS -lp.i exiST�NGp-O"ARO a � m =y' Exr TTI4 HARD CAN 2f36 MUCK, CALCIUM CARBONATE SAND PROM A LOCAL WITH 0. FAEET Rt SS—SECTfOlti.. BOTTOM OF CAFlAL FEET BELOW A16w c o_,� BOTTOM Or CANAU 5y UR@tF CEMtu15TRATIDN OF THE SMCCESSFGL REMOVAL OF TOE ORGANc SCALE:1'=,D' .-v-- SCALE t'.1D' _ SEE +N3TES @CLOY+ E SEE NOTES BELOW y c7 '1J!d k a CLEANCK, CAL IUM CA BON SHALL D F THE CANAL SO TH FEET A n ,+ � Ri`�.'SS.,_ SFCTl OiN I SDt}REE THAT CONTAINS LESS THAN BR OF FINES PASSkb3G THROUGH A �},Q � 1 jjl� SHFET •�(j7F j _ ik 5 Ii24M SIEVE. PROPOtFn f)FVVAT:PIKII� IZTAP 11 A, r CANAL #290 F_ 1 PARCEL ID# PARCEL IDO PARCEL ID# 110990 110910 PARCEL 04 CONCRETE HEADWALL I PARCEL 10# 110930 EXISTIN I PARCEL IDS' 30710 G WEED BARRIER 110020 j SYSTEM. SEE SHEET C217 I r— 4" FOR DETAILS. GULF OF MEXICO E'R—LU ULWAIrKINU a,IALANL, ARLA fl2 _T SEE SHEET C21 I FOR DETAILSJ LU' "—I z111 .11.1C REMOVAL AREA (0,59 ACRES) PROPOSED STAGING AREAS - - - - - - MONROE COV'4T'y PARCELS, 2010 100' SPACED N-S CRSSS SECTK)N LOCATIONS 40TLs: 1) ELEVATIONS SHOWN HENCOt4 ME IILILAIra 10 NE NORTH AllERICIFJ 4'ER11CAL DAIIJU Of 1968 (NAVO 88) 2) THE RATWMEIRZ DATA f0q PROJECT WA WANM A' "FC 114 MAY 26'3 )AFC JXY MIA. ELECTRONIC FILES OF THE, DATA W1, W SlIPPUED TO COWR 70QA FOR ff13OMS PtiAFQSFS 3) CONTRACTOR TC PRMPDE THE IOUN-Y WITH A PRE Ato POST, CONSlIaImm 'ADEC. As DETALED N THE TECHNICAL, SP-CIFCA71ORS. OAHEa TO ANY 5FAW 4 SO IIFTA mAB OTHER PRAAIE PROPERTY DUP'luX COMS7RU,7;0pi SFAIJ av DEZ� A 4:1 �En Ay C - dr tHI COH-RmCTOR RWuKEs usE 0, A RR 04TEACIM AT 1,0 MST TO THE MUNN To yATCH rMSTJ�G CQ,,D7gMS ro E HI Lol ON COWITY RLGHT OF PAY ", STORAGE CF EQOPVE�I. fli� CONTRACTIM IIET 087ml - URTY KRmlSSm AND THE STORAGE VAY NOT AS 'LLO41EC UNTIL A PROPOSED TOUPGRARY USE OM4AN'E IS AFP;0D AND Occomm crr-ciwr- 4) THE_CmPAC7QR SHALL LQ-ATE MG IDENTIFY ALL VNPER CROU4D MS ABOVE GROUND UTtLITES WrHN THE PRUJZCI LIL'UNWY. l H �Jff �Ffg I -i E URLPT]IFS Mr WPACTED NE COUTWTOR SHALL IDDTY� THE UPI ll� CO-M7H PAMY AID IMUROF IMNIMUMATFLY '- ' AND REPLACE TO UAIUIJ EXISTING CURDIPOI.5 5) THE MffTQACTCR 9M" COMSTRWI 'HE FFATU;FS AS FOLl"'Sr T) INSTALL EROSION AND SEDomf"T CONTROLS - SFfLET C221 2 SET TIP orwAREA ATERIMG STASM -A - SIZFT C - I 3) -YDPAUL.r DREDGE CANA- 293 - SHEET C211, C-21 A 4) PERFORM CERTIFIED AS-BUIE7 SURvEr AND 0 ""X ` To hIcmar COUNTY AND Et=MEER OF RECORD 70 COM�,RA PROJEC' CDUKE71014 Rwa sTAG*iG AIv:A ELT rEEAR MY D-11;C TO MOPERTY TO VA-CTI EmSTINC. :OnMTCRs 6) EII&JRE RIEDDY VOTHEI CANAL IS BELOW Rk 29 NIJ ASME KGROJND A'IV CUISM CA0 MIAL IS IIIU Ahlo'SASKG�JD)MO, 71 RnEOWE WEROSIOM AND SE01MT1,171 CCHIW41, HEASURES 14� SFF MAC KEY amec"39 N PRO, k C.1. CANAL 02" AND #ZIN11 BW PINE KZY ORISAWC REMOVAL RESTURATHIN 01MIGN AND PERNIrMNG w wj: n, wR.,-"vm NORTH -SOUTH CROSS SECTION LOCATION PLAN 4-CANAL 290 C320 SOTIT I-F 1 MHH4: -0.07 FT Nkw Be wLLYa: -9.27 FT RAND EE EDGE OF CANAL t9P g Y i, a a l is MR,w.. -0.07 ET NAVD Oa MLLNF. -1..27 rT NAVD BB D EDGE OF CANAL -a CURRENT CMRAL BOTTOM EDGE OF CANAL. mORGANIC MUCK REMMAL NG HARDm x RM OF CANAL LOTES BELGIY -SC�7QN CURRENT CANAL BOTTOM r EDGE OF CA€LLL lu / w'DRGMIC MUCK REMOVAL m i D � eaelev�.o+.a �.. 111 c. EXISTING HRRO�m... BOTTOM OF GAHAL SCA<E<1°>Ek{ SEE COTES BELOW 2 RCSS-SECTION " 320 MUM: -0.07 FT HAYD se J' CE,WREHT CANAL 10T€05A VILA; -1.27 FI NANO So "\, 1 EDGE OF CANAL `EDGE Of CANAL -� \\ /j REMOVAL a m a w m �aa w yu m p ;0r EkeSTtHG HARD BOTTOM OF CANAL SEE H6TE5 E1ELO'N `n SS -SECTION NOTES: ij MFA"¢ HIGH HIGH WATER iMHHW) AND MEAN LOW LOW WATER (MLLW) ELEvA73OR15. REFERENCED FpoLi NOM RDL. STATION B724201, 2) ELEVAT*NS SHOWN HEREON ARE WRATNE TO THE NORTH AMElzcAN VERTICAL DATUM OF 1988 (NAND aa) 3) THE EATMMMFTHC DATA FOR PROJECT WAS: oSEMNED BY AMEC IN MAY 2013 AND JULY 2014, ELECIRONRC FN€S Or THE DATA VWLL. BE SUPPLIED TO CONORACTORS FOR BIDDING PNRPOSES, 4) THE HAxfMUM DEPTH OF ORGANIC REMOVAL FOR CANAL 24O FS >q',2', FEEL BELOW MEW 9) UPON DEMONSTRAMN Of THE SUCCESSFL'. REMOVAL OF THE 15WAHC MUCK. THE COFiTRACTOR SHALT, FH.L THECANAT. MYH 0.5 FEET OF CLEAN CALCIUM OARBBNAT€ SAD FROM A "AL SOUTH FLDR§DA SOURCE Tx T CONTAINS LESS THAN S'R OF FIT ES PASSDFO THROLICN A 02DO SIEVE, 2 MHHW_ -0,07 FT NANO ED MLLW; -1.27 FT NAVD Be EDGE OF LAN§L es A`r MRHW: -0,07 FT NAV'D Be MLLW; -L,27 FT MAVC as EDGE BF CR18AL to � SCAIf:§'�1D' fi 4 ORIRRE:NT CANAL B TFUM r EDGE Of CANAL ORGANIC MUCK R€Laaonl ElU71141 HARD DOTIOM. 0r CtS;,AL SEE NOTES BELOW CURRENT CANAL BO7TBM .- EDGE OF CANAL OROA IC MUCK .. REMOVAL ameO !,`VIPC3\ EN S x RAaix.USTL..... ii CB}5 RSYt f 5 '3TR'EET La r FF . 37a94 TTL. (30 I �E. cr R' wo ar a AT S rL P. 02255 PR r CANAL M2B0 ANEL P2B0 REO PINC KBT IR ORRANu OVAL OBSTORATION R NO PRRRi9 Mina ,IPPLIC ANT'. A Ea: iFR _C Ha. II<F,SIp9� _. c wx a0rCf: #FFROkEG Gv CA5. _. NORTH -SOUTH CROSS SECTION OCTAILS IP - CIIAL 290 C321 rEET ]'2Cf # EHC :Y5 J_ -T- DELGADO LANE -7 T- 1 �5/8` IRON ROD CAP "AMEC WITNESS" I j N:,33032.30: E:540.529.53 EXISTING ING EXISTING WEED ELEV: 2.01' BARRIER SYSTEM. SYSTEM. SEE SHEET SEE SHEET C210 'OR FOR DETAILS - PROPOSED D D PROPOSED DEWATERING STAGING AREA #1- 7- -F- S HE T SEE SHEET C210 FOR DETAILS PROPOSED DEWATEMNG STAGING AREA #3 L-PEE H H YDRAULIC VACUUM DREDGING SYSTEM SEE SHEET C210 FOR DETAILS S SEE SHEET C210 FOR OETAftS -L SA�LEYS LANE _F_ j, A i CANAL #266 n PARCEL ID 310730 GULF OF MEXICO LERFIIQ PROPOSER DEWATERINGSTAGING AREA Ck`&U 266 ORGANIC RLMOVAL AREA(I.1 ACRES) SEE SHEET 0210 FOR DETAILS PROPOSED STAGING AREAS I MONROE COUNTY PARCELS, 2010 E-TV CROSS SECTIO.,4 LOCATfiCM WATSON 190,11) ;Tl!£'VATIO.S SHOW MEREUN ARE RELITNE TO THE NORTH AUERKTAN VERTICAL DATUM OF 198a (NAAID ga) 2) IHIL HAJH-VETRC DATA FOR PROjEel WAS DtHM%EJ By AILED IN MAY 2U!J AND JU20!4 ELEI'VIRDND FILES OF IFIE DATA IULL 8' SU-M,70 TO CQN-,ReC"ORS ;OR fl:UDNE, pLROSE& 3) lOLTRkCT0R TO, PROURD, THE COUJOY INITHI A PRE AND POST CUISTRTICT.OM NIOEO, As cCTA,Oo, To THE TECH,M SPECK. CAIICNS. ]AMACE TO QV SFAV&Lt SCAT UflS AND OTHER PRIVATE PROPERTY WMNC CUNSIRUCtgON SMALL BE HfPL�LD BY C04TRACIOR A' No wt�l [a THE catpnro 10 NAIC. EXISTING ccNb,TONS ir THE CLN`AACTDQ 'ZIOURM USE OE A PRIVIot HOVIUWMER L07 09 C(,I 6 WOr WAY rai sTmCc or LQUEPNIENT. THE MrTVc,4)R yUST 00-XM r XM' M PERMISSION AND THE STOWE NAY MCI BE ALLCATO Utlft A PRuP,,SEO TEM"", USE ORDNANCE :5 APPROVED AID PFCCAFS EFFECINf. 4) THE CON TRAC709 SHALL LOCATE AND WENTIFY O.I.L.UNDER DqDiND Ahn ASONE ORCUi�D UTILITIES W-HN THE FFIOUECt ROUSBART. I THE EVENT, lHE UDJIIES ARE IMPACTED THt CW41WCTOR SHALL IC)TIFY THE UJILrY COMPAJHY AN]) MQMRCE COUIAly IkIMtoAjEj- AND REPLACE TO MATCH CMISN40 CONDITDN3. THE COHIRACTCH SHA.L rDNSIRUN THE FEAJUT!ES AS FOLL0VV5: 1i INSTALL. EROSION ffiD SEDIVENI CONTRCLS - SHEE- C220 Z� SET UP DEWAlERJNC STAQRG ANLA - SHEET C210 3 �D`A' UtALL� DRFOOE CANAL - SKET C210. CYI AND C331 CI PERFORM AGM CRTTsED AS -SMELT SLIJ%&Y AND PROVID, TO UOCOUNTYE COUNTY M;D 0, RECORD i, 51 REIDVE DEWAMR94G RTASIFA ANN REPAR AN' 3Ak"F To PROPERTY To MAHjj C,NSTIMo , PROUEC. MPLEIKIN 5,e ENSURE TURSHOTY w.,TMIn CAAL IS BELOW 29 NIV ASOVE SACKOROLNP: AND CUl=E CAN, IS 0 NTu ABOVE DA'KGROJND. 71 REA40YE LROgDq AN? SEDLM-1 CONTROL KSURLS SITE MAP KEY amedi- IN l,-jA0 IAFj 33,14 SCALE 1'-51V ';2`fz PROJECT: CANAL #260 AND a2g4 BIG PINE KEY ORGANIC' RamawAL REaTeltAm" 013316N AND PERMITTING EAST -WEST CROSS SECTION LOCATION PLAN I -CANAL 266 ,TEL N -ALiT 13�vF EFID or CANAL BOAC ORGANIC MUCK REMOVAL 1) MEAN HIGH HIGH WATER (M+HIU) AND MeAn IJ]Yi LOW WATER (VLUW) ELEVATIONS REEEnENCE0 FROM DCAA ICE- STATION 8724201- 7) ELEVATICIUS SHOWN KR:OH ARE RELATIVE 10 THE NORTH AMERICw VERTICAL DATUM OF 1988 (MAVD 00) 3) THE PATMWETRJC DATA FOR PROJECT WAS OBTAINER BY AMEC Xj MAY 2013 AND JULY 2814. EtEcTRcU"c n,Es or THE DATA WILL SO SUPPLIED TO C=RACMRS FOR 9,WNG PURPOSES. 4) THE MAXIMUM DEPTH OF ORGANIC REMOVAL FOR CAA L 266 IS -IDA FEET KLON MLIN 5) UPON COAMSTRATION OF THE SUCCESSFUL REMOVAL OF THE ORGANIC MUCK THE COfrIVICTOR SHALL FILL THE CANAL WITH 0.5 FEET OF CLEAN CALCIUM , C]UM CARDOWE W1D FROM A LOCAL SOUTH FLORIUA SOURCE .... CONTAINS LESS THAN 5% OF FINCE PASSING THROUGH A ,2o'a SIEVE_ ame6? �CTURM Hc t,45 'I' 56TH SIREET ,41, 'AKE5 �-L 3301:l :NGNER OF RECEDE 'Z'E Fl. 17 412253 PRO,C,'T. CANAL 02843 AND # go BIG FINE K" OFLOKNIC REMOVAL 'movaim"nom uesm ANBOURMFMNO yi wi "we D 51: AcS). P MI) Et .Al SHEET HILL: EAST -WEST CROSS SECTION DETAILS I CANAL 266 PROPOI FFWATrPiNiP. 4ZTAr1111 171. A, ------- CANAL #290 ]D# PARCEL ID# PARCEL [of, PARCEL 91 PARCEL 30710 110990 1 10910 110970 PARCEL ID# PARCEL ID# I C, PARCEL iD# 307080 PARCEL 10# PARCEL D# PARCEL ID# PARCEL IDJ! GULF OF MEXICO 307090 307110 110980 PARCEL ION PARCEL ID EXISTING WEED BARRIER 11C95O PA1 I 10940 10960 SYSTEM. SEE SHEET C211 HYDRAULIC VACUUM DREDGING SYSTEM FOR DETAILS - SEE SHEET C211 FCR DETAILS AVENUE I PROPOSED DE%vATERING STAGING AREA #2 UKGFN SEE SHEET C211 FOR DETAILS CANAL 290 ORGANIC REMOVAL AREA (0.59 ACRES) PROPOSED SLACING ARM ------ WNRDE COUNTY PARCELS, 2010 T_ E-W CROSS SECTION LOCATION T) rLFVAInD3 SHOWN tirAtON ARE RELATIVE TO �,F NnR7. AmFRTCAu YERTCAI DI OF 118a JNAVD an) 2) IIT 0A711YVTTRC DATA FOR PROJECT WAS QII BY AILFC IN II 20'3 AND JJIY 2014, ELECIR042C PIES OF THE DATA a", BE SIJPKTD TO COI FOR R.ORTHr PTAIPOSIN, 3) 004TRACTOR TO PROODC FIND CTI� wall A PRE AND POST MISMUCTION V*[O. AS OETA;Lm IN LIE TEI SPECIFLADONS DANAG[ TO AFLY 5EARAI.L5, BOAT LIFTS A140 OIIIFR PAII PRCIPFRW DURLLD CofiSHRLI qtMIL Fr REPLACED By C0.47RACT,04 A7 TDO COST To W �rODWY TO 1a7OR F.ADNO CONDITMNS, IF 'H� CuNwCTOR FLOURED USE W A PRIVATE HUkII LOT DR WI HIV ROHT OF WAY FOR 51Q9kS[ OF EOUPY1141, ItI CUrRAmOR V�6ST OSILAID C0071' PERLUSI AND THE S-OFACE. "AY NOI a ALLCQFED UNTIL A PROPOSED TEMPORA,1Y USE OROALANCE I, dppRwLc Ao 4) IHL CO"7RAC7OR 511 LOCATE AND d1I ALL UNDER GROUTIO AND ANOW CIRCLED JTIJIJES VCH?i IMP PROTECT BDEVARY. lit THE MI 'TIC LTILPIES ARE 10PACMW 7COWR-Crok Sp'A" N'l7To" HIE "'UTY COMPANY AND M&;REE COLftT A'11E101ATLLY mn irPIWF 70 MATCH FI157:115 CONMT10.5, 5) 111C CONTRACTOR SHALL CONSTRUCT Tr IC rc;mrs AS rol-Lows; l'4STAL1 EROSION MAT SENIVII CONTROLS - SMELT C221 SET JP DEWATERII STAII'M AREA - S-1--ET C211 IEL"" LINE WE CANAL 290 - SllZFT C21 F. C321 AHD C311 4) PERrmu CERTIFIED AS9UILT SURVEY ADD PROVIDE 70 MOURCE COUNTY AND ELOlIBER OF RECORD TO CGILFrRl' PPOJCC- CO-PLEMll 5� NELIUVt UZWATERINO STAIONQ AREA 1140 fla"AR AN' UAgACE TO PROPERTY TO llk,'Cll ELSTJNO ZONDiDONS 6) rj,SJRE -PID"y AITHAT CANAL IS RELD4 29 NIU ABOVE BI AND OLI CANAL IS 0 TiLL ABOVE RACKO;Oplo. 7) REM&C COOSTIOU AND SEDTHENT CONHDO_ JAEASUDED. SITE MAP KEY ameO T;M STRLCILIPE. NC 5TRL�1 N SCALE1. --4n' 1 7-1 EN Al 01 Po CANAL 9268 AND 0290 age PI KEY ORGAI ATEMOVAL RESTORATION DESIGN AND PMMfrrMo EAST -WEST CROSS SECTIDN LOCATION PLAN II -CANAL 290 FDFw OF CAN ORCARIc MUCK REMOVAL MHHA. —0.07 FT — - �� SEE NOTES BELC°W 1N:C MUCK WAL ROTES: 1) MEAH K24 NIGH WATER (MHHW) AND MEAN LOW LOW' WATER (MLLW) EL.WATIONS REFERENCED TROY NOAA 'TIDE STATION$724201. T) ELEVATMS SHOWN HEREON ARE RELATNE TO THE NORTH AVE�CAN VERTICAL DATUM OF IRBB (KAYO BB) 3) THE SA7H`N•ETRIC' DATA FCR I'MIECT WAS OBTNNED BY AmrF IN MAY 2043 MD JULY 201+ ELECTRONIC F" OF THE DATA MILL BE SUPPLIED TO CONTRACTORS FOR BIDOm PURPOSES. +) THE HA%11AUM DEPTH OE ORGANIC REMOVAL. FOR CANAL 290 IS -4,2 FEET BELOW MLW 5) LPON DEMOMSTRATIDN OF THE SUCCESSFUL REUOYAL. OF THE ORGANIC. LIUC%. THE CONTRACTOR SHALL FILL THE CANAL N N D.5 FEET OF CLEAN CALCIUM CARMmATE SAND FROM A LOCAL SOU?H FLORIDA SOUNCE: THAT CONTAINS LESS THAN 53 OF "It' PASSINU THROUGH A #20 0 SIEVE.. ameO F Y:lIR,ry.Ny�¢di 5545 €tp': t`EN STACET 'A[ti0 LAi:E':,, FI. 31,134 TEL {'Y.Si 618_84�1 Li PIm"ER & R.- CORD S:EFr�EYr sArers. 'L P2 #72-3 FRO.EGT. CANAL A28S AND $i4DD GDG PINA REY DRGANOG REh10VAE RESTDAATA7N DESIGN AND N.SG1R4✓i11783IS APPLICANT; nkL£ Y'RO�.LCi. No: 0 -1 V sw,ss I f 1 :1L?.23AG BY' 1Y='�.,/':�.lnlGSiC :IRnDy 64GYY". €necRZD Br- rara.�+ z.ET ,.,L_, EAST —WEST CROSS SECTION DETAILS 11 — CANAL 290 sir C341 SnEET T..Cn j `_1NETS. TYPE III — PFRIAFABL� FI tIAT Ti¢ F11D TY B0.RRlE TYPE @I — Ik1P RM AR F F9„QgTINC TURQ#DEFY 8A€2R!€R wvs rA.,WS+TYCuV OEriSL Ri S.'£rP14 A-q wxwrm.. .m= 5 l u�".v"'sr—n IA-� `i%"11' 3ci&a1Rm1i FILTER EAikRiD' S71 T ' N ihd TA ATIC3N A c K z rws.+s. rnwreeraxv QeraL SOIL TRACKING PREVENTION DEVICE "TYPE A" Saa? 2 g gREthdF Or �.+.wi�Gi ATTACHING 11'111 SILT FENCES wms m rs vu ne.} rax.. rae°s oma .µv i� an1n. a'sm.. rcas t"� PLAN i 1'P HI Sy 'a' €FN .F �.s- fWnS GF CR{a4R4ri9GN DR r pEWQfY lPR3f CkJi .�lf� pan•iatKi�ta a, tx5 a'io5 T 4R4PJIE SI,; F[NCC 5 rT w 'J. tT Y SILI FENCE 19WD-1N DFTAL TEMPORARY CONSTR4SCTI{ik] FFIUCF n€7"Aal ameo I vaG Eras � P t, J FL 59 9'Fi. iE SFFE,1 aia y �e r saals. PCi f395. a @ a , E ,fdNE'cR dF veC,G-�G --- raEra ya<a>4s xvaaKa CrRa7J.�Gr. :C—ARAL 128@ AND klammo PINE KEYORGANIC VAIE TWNATWN UZzloN ANDPEAMIYRNa tt�c' v17©.�e- cao. NE4 Idu$ S.P G BT;. r aaxlCx°4. aarn�+x pv: Gaa'� ¢HErxE79'r: w¢G Sax. APFi'Lv�G �s_ ¢ o,.re aloe/_+a;�F DESIGN DETAILS I SHf.G'.i lsUhi2Efe :fie U'.2 D'I�D REFERENCE: GOOGLE EARTH PRO 2014 AERIAL LEGEND; cHnpHrescnLe ame&-- W-4 MONROE COUNTY, FLORIDA DESIGN AND PERMITTING CANAL 2% FIGUM3 SUJJVf A. 09W14 CHECKED DV:: 30990 Baileys Lane LeJe€ane Properly Adjacent Preperty Owners within a 300 foot Buffer 310730.00000000000 STEISKAL RICHARD N AND PATRICIA M 30990 BAILEYS LN BIG PINE KEY FL $3043 310280.00000000000 AKINS JOIHN WAND GLENDA VACANT WITTERS LN BIG PINE KEY FL 33043 109350.00000000000 MONROE COUNTY - H1W V VACANT LAND BIG PINE KEY FL 33043 310290.00000000000 ANDERSON MAVIS TRUST TINDER THE LAST WILL 30981 WITTERS LN BIG PINE KEY FL 33043 310240.00000000000 VACANT WITTERS LN BIG PINE KEY FL 33043 310260.00000000000 D VACANT WITTERS LN BIG PINE KEY FL 33043 310320.00(100000000 NELMS LINDA O �/ r VACANT LAND BIG PINE KEY FL 33043 310670.00000000000 ARNOLD FAMILY INT VIV TRUST 3fT11$99 J 30962 BAILEYS LN BIG PINE KEY FL 33043 310180.00000000000 POUNDER D STEPHEN AND LAURA 30942 WITTER$ LN BIG PINE KEY FL 33043 310330.00000000000 p 310710.00000000000 RUGGIANO GEORGE AND PATRICIA L J 30961 WITTERS LN BIG PINE KEY FL 33043 312330.00000000000 MG ALPINE WILLIAM H J 30982 BAILEYS LN BIG PINE KEY FL 33043 310680.00000000000 CASEY RICHARD C JR AND SHANA S 1900 CORAL WAY BIG PINE KEY FL 33043 30960 BAILEYS LN BIG PINE KEY FL 33043 310340.00000000000 310760.00000000000 DAVIS BERNARD 30951 WITTERS LN BIG PINE KEY FL 33043 30981 BAILEYS LN BIG PINE KEY FL 33043 310800,00000000000 PEDASHOV OLEG AND ALINA 30953 BAILEYS LN BIG PINE KEY FL 33043 310660.00000000001) SOCKOVEN BRAD AND MARTHA j 30944 BAILEYS LN BIG PINE KEY FL 33043 310190.00000000000 SCHOQNMAKER PEAR GO -TRUSTEE TR AGR 4f29/2011 f 30957 WITTERS LN BIG PINE KEY FL 33043 310790.00000000000 NICHOLS THOMAS E 30961 BAILEYS LN BIG PINE KEY FL 33043 310690.00000000000 30968 BAILEYS LN BIG PINE KEY FL 33043 310200.00000000000 VACANT WITTERS LN BIG PINE KEY FL 33043 310310.0000000000 VACANT LAND BIG PINE KEY FL 33043 310700,00000000000 HABER, BRIAN RAND ANN L 30978 BAILEYS LN BIG PINE KEY FL 33043 310780,00000000000 SOWN WILLIAM T DEC TR 611712002 30971 BAILEYS LN BIG PINE KEY FL 33043 310220.00000000000 AKWSJQHUMLAALD.GL.ENa& VACANT WITTERS LN BIG PINE KEY FL 33043 310210.00000000000 VACANT WITTERS LN BIG PINE KEY FL 33043 310750-00000000000 STEISKAL MARGARET E 30989 BAILEYS LN BIG PINE KEY FL 33043 Doc# 1959567 12/02/2013 10:559H Filed & Recorded in official Records or Prepared by and realm to; MONROE COUNTY AMY NEAVIL M Name THE CLOSING DEPARTMENT, INC. Address 3432 DUCK AVENUE 12/02/2013 10 :55AM KEY WEST, F L, 33M DEED poC sTAMp CL: Krys $1 , 746. 5o .r .K ty Deed era Whamier used her", ft term "partyr shall Indude fhe heirs, PWSOnW MWOSaftfim, arWw same of fha res parlfes her*; the of tie slnpular shaq arlcaude plwal, aruf the plural the skpular, the of arty g shall krjude all ; and, If und, the tM mote" ehs" uoaluda all the retatas he, r ff more Own ors s - _sR ` r il-XW7,Z j s T day of November RICHARD N. STEISKAL AND PATRICIA M. STEISKAL, Husband and wift r S. Baileyrs North Jackson, Ohio 44461 in the State of Ohio, party of the first part, and Bayou14322 e70774 in the State of Loulsana, party of the second part, T7 _ _ 1. '. r r `.: r _ R r ,, r • r. r.. F s 1, ! r �r 's .:� R R w. r r � _ ■ I4 a r.' = �Y r ! jR.. :7 :- F: :. ! r ':� • _ - 4 •: r r 2. r " -;: r = 'r F 'r. • �>e s r r, s - r r_ s - - r • •: _ a r r • ` -' [ - s r � r�- ors a • All of Lot 23 and a part of Lot 24 of "DOCTOR'S ARM SUBI) ISION", as recorded in Plat Book 3, at Page 141 of the Public Records of Monroe County, Florida and being more particularly described by metes and boun& as folio COM3MNCING at the intersection of the Centerline of Bailey Lane and the West Line of Lot 24, said intersection to be known as the POINT GP BEGINNING of the tract of land hereinafter described, r South for a distawe of 10 feet, thence bear West,10 feet; thence bear South,100 feet to a canal; thence bear East along the shoreline of said calla% 117 fleet, more or less, to Bogle Channel; thence meander the shorelline of Bogle Channel in a Northwesterly direction,115 feet, more or less, to a Point that is bearing East from the POINT GP BEGINNING; thence bear West, 85 feet, more or less, back to the POMT OF BEG G SUBJECT TO taxes fortr ♦ subsequent SUBJECT TO easements, restrictions and reservations of record, but this reference thereto shall not operate to reimpose SUBJECT fl _ r sra- a r e N. Steiskal r ry' ♦ r ## 1!# 11 s sr r r' "err r s s +R3 r • r _ _ Parcel Identification Number: 0031 i7 0000 Alternate Key Number:. 1382833 Property cress: 3099013alleys Lance, Big Fine Key, FL 33043 And the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. I'llf 0:3 1 1 111�1111111111111111!111 � a i z - 0- � * -- Signed, Sealed and Delivered in Our Piresenoe: VVIInesses: Printed -nLLe-I[.-Q Q c1lic State of 0 J+ I' 6� rA —X W1.1 OILN IFA 41 QW10 "M o6 as Z wl I'll W NOTARYAUJOLIC SEAL: AMANDA NAMNE WOOD NOTARY PUSIA STATE OF OHIO PORTAGE COUNTY MY Comm. Expires June 14,2017 CD-4588 MONROE COUNTY urrIVIAL RECORDS 2 Property Search -- Monroe County Property Appraiser Page I of 3 Scott P. Russell A ,v CF Property Appraiser Key West (305) 292-3420 Marathon (305) 289-2550 !Monroe County, Florida Plantation Key (305) 852- M 7130 The offices of the Propefty Appraiser MH be Adx. the 25th and Friday I E , r' the 26th for Christmas Flash _�qbe 10.3 or higher Property Record Card - Maps are now, llaunchJng the � evp,f map appEJcaflion Alternate Key.- 1382833 Parcel 10. 00310730-000000 Ownership Details Mailing Address, LEJEUNE LARRY WAND PAMELA ARAVENA 10035 RIDGELY RD BATON ROUGE, LA 70809-2834 Property Details PC Code: 00 - VACANT RESIDENTIAL Millage Group: 100H Affordable Housing: No Section -Township- 14-66-29 Range: Property Location: 30990 BAILEYS LN BIG PINE KEY Subdivision: DOCTORS ARM Legal Description: BK 2 LT 23 AND SLY 60FT LT 24 DOCTORS ARM SUB P[33-141 BIG PINE KEY OR609-163 OR1091- 1635 OR1 147-1943/44 OR 1176-700/01 OR2660-1950151 Land Use Code Frontage Depth Land Area PI CW - PERMITTED SFR CANAL WATER 0 0 12.010,00 SF Misc Improvement Details Nbr Type #Units Lon gth Width Year Built Roll Year Grade Life 0 CL2:CH LINK FENCE 240 SF 60 4 2012 2013 3 30 http://www.mcpafl.org/Pr,opSearch.aspx 12/18/2014 0-m-mm 1 SW2:SEAWALL 248 SF 62 4 1979 1980 1 60 2 DK3:CONC R ETE DOCK 108 SF 18 6 2010 2011 1 60 3 SVV2:SEAVVALL 188 SF 47 4 1979 1980 L =60 Appraiser Notes LOT 23 (RE 00310720-000000 AK 1382825) HAS NOW BEEN COMBINED WITH THIS PARCEL PER OWNER'S REQUEST, DONE FOR THE 2011 TAX ROLL (03/0712011 JDC) 12113/12 - PERMIT REVIEW, SFR NOT STARTED, CLF COMPLETE PER OR2500-445/47 LOT AGGREGATION RESTRICTIVE COVENANT RESTRICTS THE USE OF THE PROPERTY IN ORDER TO RECEIVE A BUILDING PERMIT - DENSITY REDUCED FROM TWO DWELLING UNITS TO ONE DWELLING UNIT - INTENDED TO BENEFIT AND RUN 11\1 FAVOR OF THE COUNTY - RESTRICTIONS SHALL BE BINDING AND RUN WITH THE LAND Building Permits Bldg Number Date Date Issued Completed Amount Description Notes - WOD AND CHAIN LINK FENCE O 05101712 02111/2011 400,000 SFH WESTCOSIDE OFNVENTIONAL PROPERTY. ETENSION H13503 - NEXTN INSPECTION DUE 3121/2014 Parcel Value History Certified Roll Values. View Taxes for this Parcel. Roll Year Total Bldg Value Total Misc Improvement Value Total Land ..Value Total Just (Market) Value Total Assessed Value School Exempt Value School Taxable Value 2014 0 5,251 149,908 155,169 155159 0 155,159 2013 0 5,461 135,466 140,927 85,293 0 140,927 2012 0 5.130 153,149 158,279 77,070 0 158,279 2011 0 5,239 64,825 70,064 70,064 0 70,064 - 2010 D 0 40,320 40,320 40,320 0 40,320 2009 0 0 40.320 40,320 40.320 0 40,320 2008 0 0 46,080 46,080 46,080 0 46,080 2007 0 0 46,080 46,080 46,080 0 46,080 2006 0 0 46,080 48,080 46,080 0 46,080 2005 0 0 27,648 27,648 27,648 0 27,648 2004 0 0 30,240 18,144 113,144 0 18,144 2003 0 0 30,240 18,144 18,144 0 18,144 2002 0 0 30,240 18,144 18,144 0 18,144 2001 0 0 30,240 18,144 18,144 0 18A44 2000 0 0 30,240 18,144 18,144 0 18,144 1999 0 0 30,240 18,144 18,144 0 18,144 1998 0 0 30,240 18,144 18,144 0 18,144 1997 0 0 30,240 18,144 18,144 0 18,144 http:/iwww.mcpafl.org/PropSearch.aspx 12118/2014 OMM 1996 0 0 30,240 18,144 18,144 0 18,144 1996 0 0 30,240 30,240 30,240 0 30.240 1994 0 0 30,240 30,240 30,240 0 30,240 1993 1992 0 0 0 0 30,240 26,208 30,240 26,208 30,240 26,208 0 0 30,240 26,208 1991 0 0 30,240 30,240 30,240 0 30,240 1990 0 0 28,224 28,224 28,224 0 28,224 1989 0 0 25,632 25,632 26,632 0 25,632 1988 0 0 20,448 20,448 20,448 0 20,448 1987 0 20,448 20,448 20,448 0 20,448 1986 0 0 20,448 20,448 20,448 0 20,448 1985 0 0 20,350 20,350 20,350 0 20,350 1984 0 0 20,350 20,350 20,350 0 20,350 1983 0 0 20,350 20,360 20,350 0 20,350 1982 0 0 16,813 16,813 16,813 0 16,813 Parcel Sales into NOTE: Sales do not generally show Lip incur computer system until about two to three rnoiiths after the date of sale. If a recent sale does not show Lip in this list, please allow more time for the sale record to be processed, Thank you for your patience and Understanding Sale Date Official Records Bo Pa Price Instrument Qualffir-ation 11119/2013 266011950 249,500 WD 011 1 This page has been visited 196,061 times, Monroe County Monroe County Property Appraiser Scoff P. Russell, CFA P.O. Box 1176 Key West, FL 33041-1176 http://Www.mcpafl.org/PropSearch.aspx 12/18/2014