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Agenda 12/09/2025 Item #16A23 (Approve Commercial Excavation Permit PL20230018067)12/9/2025 Item # 16.A.23 ID# 2025-4628 Executive Summary This item requires Commission members to provide ex-parte disclosure. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve Commercial Excavation Permit PL20230018067 to excavate and remove 15,672,275 cubic yards of material from a new commercial mine, to be known as the Silverstrand Mine. [PL20230018067] (This item is a companion to Items 16B8, 17C, and 17D) OBJECTIVE: To approve Commercial Excavation Permit PL20230018067 for the excavation and removal of 15,672,275 cubic yards of material from a new commercial mine, to be known as the Silverstrand Mine. CONSIDERATIONS: Silver Strand III, LLC, as the Applicant and property owner, has applied for a Commercial Excavation Permit located in Sections 13, 14, 15, 22, 23, 24, and 27, Township 47 South, Range 29 East, Collier County. The Code of Laws Chapter 22, Article IV, Section 22-110(b)(2) requires petitioners to file for a Commercial Excavation Permit for the removal of fill from a site. Commercial excavation permits require approval by the Board of County Commissioners (Board). Silver Strand III has applied for companion conditional use and variance applications (Companion Items 17A and 17B), which must be approved prior to or concurrently with the approval of this request. It is anticipated that the operation will have a lifespan of 20 years. Excavation depths will reach 58 feet, as per the construction plans. Environmental Considerations Offsite hauling of fill, if done properly, will have no environmental impact. No wetlands are being preserved on this site. The permittee is responsible for mitigation of impacts pursuant to the Environmental Resource Permit regulations, as authorized by either the South Florida Water Management District or the Department of Environmental Protection. There are no Collier County required preserves, as the land has been cleared for agricultural uses and maintained clear of native vegetation (LDC 4.08.05.J.2). EAC RECOMMENDATION On October 2, 2025, the Collier County Planning Commission (CCPC), acting in its role as the Environmental Advisory Council (EAC), voted 4-0 to send a recommendation for approval to the Board of County Commissioners (Board). This item is consistent with the Collier County strategic plan objective to operate an efficient and customer-focused permitting process. FISCAL IMPACT: The applicant paid $25,675.00 for the Commercial Excavation Permit application and is required to pay an additional $219,411.85 in road impact fees at the time of permit issuance. GROWTH MANAGEMENT IMPACT: This project has been found to be consistent with the goals, objectives, and policies of the GMP, including specifically the Future Land Use Element (FLUE), Transportation Element, and the Conservation and Coastal Management Element (CCME). LEGAL CONSIDERATIONS: The Petitioner is requesting a Commercial Excavation Permit under Section 22-110 of the Collier County Code of Laws and Ordinances. The attached staff report and recommendations of the Collier County Planning Commission (CCPC), acting as the Environmental Advisory Council (EAC), are advisory only and are not binding on you. All testimony given must be under oath. The Petitioner has the burden to prove that the proposed Commercial Excavation is consistent with all the criteria set forth below, and you may question the Petitioner or staff to satisfy yourself that the necessary criteria have been satisfied under Section 22-110(d) of the Collier County Code of Laws and Ordinances. Should you consider denying the Commercial Excavation Permit, to assure that your decision is not later found to be arbitrary, discriminatory, or unreasonable, the denial must be based upon competent, substantial evidence that the proposal does not meet one or more of the criteria listed below. Criteria for Commercial Excavations Page 3113 of 9661 12/9/2025 Item # 16.A.23 ID# 2025-4628 1. The excavation will not interfere with the natural function of any sanitary, storm, or drainage system, or natural flowway, whether public or private, so as to create flooding or public health hazards, or jeopardize the functions of the natural resources and environment of Collier County. 2. Dust or noise generated by the excavation will not cause a violation of any applicable provisions of this article. Rock crushing operations or material stockpiles that will be adjacent to any existing residential area may require separate county approval. 3. The excavation will not adversely affect groundwater levels, water quality, hydroperiod, or surface water flow ways. The County Manager or designee may require the applicant to monitor the quality of the water in the excavation and adjacent ground and surface waters. Under no circumstances shall the excavation be conducted in such a manner as to violate Collier County or applicable State of Florida water quality standards. 4. The excavation will be constructed so as to not cause an apparent safety hazard to persons or property. 5. The excavation does not conflict with the Growth Management Plan or land development regulations adopted pursuant thereto, nor does it conflict with existing zoning regulations. Special criteria and approval procedures may be necessary for projects within the Big Cypress Area of Critical State Concern. 6. In cases where a wetland is no longer capable of performing environmental functions or providing environmental values, or in cases where it is determined that no reasonable alternative exists other than disrupting a wetland, certain alterations may be allowed, except as otherwise authorized through previous county review processes. 7. Flow of water within and through preserved wetlands shall not be impeded. 8. Appropriate sediment control devices (hay bales, silt screens, etc.) shall be employed to prevent sedimentation within the wetland pursuant to the design requirements of Section 10.02.02 of the Land Development Code. Any building site adjacent to a wetland and elevated by filling must employ the same erosion control devices. Fill must be stabilized using sod, seed, or mulch. This item is approved as to form and legality and requires a majority vote for Board approval. -HFAC RECOMMENDATION(S): To approve the excavation and removal of 15,672,275 cubic yards of fill from a new commercial mine, to be known as the Silverstrand Mine. PREPARED BY: Jaime Cook, Director, Development Review Division, Growth Management Community Development Department ATTACHMENTS: 1. Location Map 2. PL20230018067 Silverstrand Mine EX Staff Report 3. Silverstrand Mine Excavation Plans 4. Silverstrand Mine CU Conditions of Approval Page 3114 of 9661 Lak e Tr affor dRDCarsonRD Koowac hobe eTRLW Main ST S 5th STNevolaAVESophiaDRS 1st STImm ok alee DRRobertsAVEW AnthemPKWY AveMariaB L V D NationalBLVDLibertyST Edi s o nLN CR 846 ESR 29NSR 29 Pac i fi c GradeRD K e l l e h e rST P e e kWAY AirparkBLVDCampKeaisRDGopherRidge RDI m m o k a l ee RD Thomas Farm RDRanch One RDPINE GROVEPB 2 PG 104559600 GOVT LOT 1 GOVT LOT 21 GOVT LOT 3 GOVT LOT 4 GOVT LOT 1 5 GOVT LOT 2 3 2 4 GOVT L OT 3 GOVT L OT 4 GOVT LOT 1 GOVT LOT 2 GOVT LOT 3 GOVT LOT 4 UnrecdUnrecdUnrecdUnrecdUnrecdTRACT 5TRACT 2 TRACT 4TRACT 1 TRACT 3 UnrecdUnrecdUnrecdUnrecdTRACT 9TRACT 7 TRACT 8TRACT 6 UnrecdUnrecdUnrecdUnrecdTRACT 13TRACT 12TRACT 10 TRACT 11 GOVT LOT 1 GOVT LOT 2 GOVT LOT 3 GOVT LOT 4 GOVT LOT 1 GOVT LOT 2 GOVT LOT 3 GOVT LOT 4See Map 2E NSee Map 2E/STRACT F8 TR F8 OR 4322 PG 1374OR 4322 PG 1374OR 4322 PG 1389OR 4322 PG 1389 OR 4322 PG 1391OR 4322 PG 1391TR F8 CONSRV ESMTOR 4809-3974.07 AC VILLAGE OAKELEMENTARY BETHUNEEDUCATIONCENTER TRACT R-1TRACT L-2 TRACT L-1 TR L-1 TRACT P-1 TRACT P-2TRACT P-3 TRACT P-4 TR C-1 TRACT C-3 TRACT L-4 TRACT L-3 TRACT FD-1 TRACT C-2 TRACT FD-1 TRACT C-3 DOM STREETX56X51 X1 X18X52 X28À1À12À11À10À6À5À3À2 X2 X2 X5 X3 X4 X1 X1 X1 X1 X3 À1 X7 X1 X2 X1 À14 À13À15À16À17À18À19À21À20À23 X19.1 X8X29X5.1 X17 X3X57 X22X12X23 X10 X4 X59 X9 X15 X5.8 X6X4X15X5X11 X2 X13X10X14X12 X1 X9X2X7X8 X1 X3X17 X2 X2X13X9X8X12 X7X6X10X3 X1 X1X4 X5 X11 X5.4 X6 X1 X2 X1 X3 X1 X14 X3 X10 X1 X12 X2.1 X2 X4 X1.2X2 X4 X3 X1.1 X11 X8 X5 X6 X1 X9 X5 X13 X3 À1 X13 X4 X68 X69 X6 X7 X5 X6 X11 X1 X4 À1 X2 X4 X3 X5 X5 X6 X4 X16 X17 X70 X2 X1 X7 À27 À24 À3 À6 À16 À34À46 À42 À35 À116 À107À109À123 À101 À84À80À72 À69 À66 À54À60 À57À51 À48 À88À96À120 À118 À93 À92 À90À98À99 À105 À102À103 À97 À94À95 À86À89À87 À1À2À4À5 À20À19À21À22À25À26À28 À76À75À77À78À79À81À82À83À85À117 À115 À114À112À111À108À106À44À45 À43 À41 À40 À38 À37À36 À31 À30 À32À33 À49 À47 À52 À50À55À53À58À56À61À59À64À62À67À65À70À68À73À71 À23 À17 À15 À12À13 À8 À18 À14 À9À10À11À110 À74À121À122 À63 À91 À119 À113À100 À39 À1 À1 À1À29 À1 À1 À1 À1 À1 À1 À1 À1 À1 À104 À7 X1 DB 31 PG 243 OR 48 PG 303R.R. R/W EASE. OR 1200 PG 1124LCEC 40FT W IDE UTILITY ESMT OR 4316/1576 LCEC 40FT W IDE UTILITY ESMT OR 4316/1576 LCEC 40FT W IDE UTILITY ESMT OR 4316/1576 LCEC 40FT W IDE UTILITY ESMT OR 4316/1576 LCEC 40FT W IDE UTILITY ESMT OR 4316/1576 SFWMD CONSRV ESMTOR 4684 PG 16945.04AC OR 5326 PG 2830 116DAME 400 A-MHO-RLSAO A-MHO-RLSAO RMF -6 RMF-6I E RPUDA-MHOPUD A-MHO-RLSAO CU PU PU"b" CU CU SE SRA SRA CU KAICASA AVEMARIASRAS 1stSTSt o ck a deRD S e m in o le C r o s s i n g T R L SR 29 OtterTRL Immokalee RDCamp KeaisRDRanch One RD Location Map Zoning Map Petition Number: PL20230018067 PROJEC TLOCATION ¹ SITELOCATION Page 3115 of 9661 STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION (CCPC) ACTING AS ENVIRONMENTAL ADVISORY COUNCIL (EAC) FROM: GROWTH MANAGEMENT DEPARTMENT DEVELOPMENT REVIEW DIVISION HEARING DATE: October 2, 2025 SUBJECT: PETITION EX-PL20230018067: SILVERSTRAND MINE COMMERCIAL EXCAVATION PERMIT MODIFICATION _____________________________________________________________________________ PROPERTY OWNER/AGENT: Owner / Applicant: Agent: Silver Strand III, LLC Dan Waters, P.E. 2600 Golden Gate Pkwy Peninsula Engineering Naples, FL 34105 2600 Golden Gate Pkwy Naples, FL 34105 REQUESTED ACTION: The applicant is requesting approval of a Commercial Excavation Permit for a new mine to excavate and remove 15,672,275 cubic yards of fill. GEOGRAPHIC LOCATION: The subject property is located in Sections 14 and 16, Township 47 South, Range 29 East, and within both the Low Residential Subdistrict within the Urban Mixed-Use District of the Immokalee Future Land Use Element as well as the Rural Lands Stewardship Area Overlay (RLSAO). The proposed mine is within Open Lands of the RLSAO and is approximately 204.1 acres in size. (See location map on the following page) PURPOSE / DESCRIPTION OF PROJECT: The applicant wishes to excavate a new mine to be known as the Silverstrand Mine. Pursuant to Section 22-110 (b)(2) of the Collier County Code of Laws, applications for commercial excavation Page 3116 of 9661 permits shall be reviewed by the Environmental Advisory Council for recommendation ad approved by the Board of County Commissioners. SURROUNDING LAND USE AND ZONING: The surrounding properties are designated Agricultural – Mobile Home Overlay. The properties to the south are identified as Rural Lands Stewardship Area Overlay Open Lands on the Future Land Use Map of the GMP; the lands to the north are within the Low Residential Subdistrict within the Urban Mixed-Use District of the Immokalee Future Land Use Element. The entire property is utilized for active agricultural operations. The site access will be provided off Camp Keais Road. A haul route map is attached, showing primary ingress and egress off Camp Keais Road, with a potential for future access on SR 29. The closest residential structure to the mine is approximately 1,000 feet east of the northeastern portion of the mine. Page 3117 of 9661 Aerial exhibit provided by Peninsula Engineering HISTORY AND PERMITS: This project is within lands designated as Agricultural – Mobile Home Overlay, and within both lands designated Rural Lands Stewardship Area Overlay Open Lands on the Future Land Use Map of the GMP and the lands within the Low Residential Subdistrict withi n the Urban Mixed-Use District of the Immokalee Future Land Use Element. Pursuant to the GMP and LDC, the proposed excavation requires approval of a Conditional Use for the proposed mine excavation site. Applications for a Conditional Use (PL20220001634) and Variance (PL20230001067) are presented as companion items. GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: This project has been found to be consistent with the goals, objectives, and policies of the GMP including specifically the three elements analyzed below: 1) FUTURE LAND USE ELEMENT (FLUE): The subject property is consistent with the FLUE. The subject property is designated both Low Residential Subdistrict within the Urban Mixed-Use District of the Immokalee Future Land Use Element and Agricultural/Rural within the Rural Lands Stewardship Area Overlay (RLSAO), as shown on the Future Land Use Map (FLUM) and in the Future Land Use Element (FLUE) of the GMP. On the Stewardship Overlay Map, part of the FLUM, the site for the proposed mine is Page 3118 of 9661 designated as “Open.” The “A” zoning district allows a conditional use for an extraction or earth mining use, as listed in the Land Development Code (LDC) Chapter 2.03.01.A.1.c.1. A companion Conditional Use (PL20220001634) and Variance (PL20230001067) are also under consideration. The FLUE states the goal of the RLSAO is to address long-term needs to residents and property owners within the Immokalee Area Study boundary of the Collier County Rural and Agricultural Area Assessment by protecting agricultural activities, preventing the premature conversion of agricultural land to non-agricultural uses, directing incompatible uses away from wetlands and upland habitat, enabling the conversion of rural land to other uses in appropriate locations, discouraging urban sprawl, and encouraging development the implements creating land use planning techniques. RLSA Policies 1.4 and 1.5 provide that properties within the RLSA may develop per the “Baseline Standards” (uses allowed by the underlying “A” zoning and Agricultural/Rural FLUM designation), which includes earth mining by conditional use. 2) TRANSPORTATION ELEMENT: Transportation Planning staff has reviewed the proposed Commercial Excavation and has approved the project, including the stipulations of approval listed in the Conditional Use, including the limiting of truck traffic to a maximum of 162 pm peak hour, two-way trips and a maximum of 430 one-way trips per day, per the conditions in the proposed conditional use (PL20220001634). 3) CONSERVATION AND COASTAL MANAGEMENT ELEMENT (CCME): Environmental Planning staff has reviewed this petition and confirmed that the CCME does not apply, as the FLUE only requires the property to comply with RLSA environmental regulations. Therefore, the property is not required to meet the environmental policies of the CCME. STAFF ANALYSIS: Staff has completed a comprehensive evaluation of this petition including the criteria upon which a recommendation must be based. Section 22-110(b)(2) of the Collier County Code of Laws and Ordinances specifies the requirements for the Commercial Excavation permit. The specific criteria are as follows: A. The excavation will not interfere with the natural function of any sanitary, storm or drainage system, or natural flow way, whether public or private, so as to create flooding or public health hazards or jeopardize the functions of the natural resources and environment of Collier County. Staff Comment: Staff has reviewed the Excavation Permit and has verified that this excavation will not interfere with the natural function of any sanitary, storm or drainage system, or natural flow way, whether public or private, so as to create flooding or public health hazards or jeopardize the functions of the natural resources and environment of Collier County. B. Dust or noise generated by the excavation will not cause a violation of any applicable provisions of this article. Rock crushing operations or material stockpiles that will be adjacent Page 3119 of 9661 to any existing residential area may require separate county approval. It is anticipated that these activities will not occur during this operation. Staff Comment: There are seven property owners within 300 feet of the property boundary. An attached aerial depicts the location. Pursuant to Section 22-110 (c) of the Code of Laws and Ordinance, letters have been sent to all property owners within 300 feet of the site advising them of this petition and the EAC and BCC meeting dates. Additionally, signs will be posted in the area providing notice of the meeting before the Board of County Commissioners. The applicant has provided a Dust Control Plan within the Excavation Plans to provide reasonable assurances of dust control. A condition of approval within the Conditional Use requires the internal haul route to be paved a minimum 22 feet in width and a depth of 1.5 inches of asphalt or asphalt millings for the duration of the mining operation. Considering the location of the subject site and limited hours of operation and staging of vehicle conditions noted within the Conditional Use, noise is not anticipated to exceed levels allowed by the Code of Laws and Ordinances. C. The excavation will not adversely affect groundwater levels, water quality, hydro-period, or surface water flow ways. The County Manager or designee may require the applicant to monitor the quality of the water in the excavation and adjacent ground and surface waters. Under no circumstances shall the excavation be conducted in such a manner as to violate Collier County or applicable State of Florida water quality standards. Staff Comment: Staff has determined that the excavation will not adversely affect groundwater levels, water quality, hydro-period or surface water flow ways. D. The excavation will be constructed so as to not cause an apparent safety hazard to persons or property. Staff Comment: Staff has determined the excavation follows OSHA guidelines and the County Code of Laws with respect to the excavation operation so as to not cause an apparent safety hazard to persons or property. E. The excavation does not conflict with the growth management plan or land development regulations adopted pursuant thereto, nor does it conflict with existing zoning regulations. Special criteria and approval procedures may be necessary for projects within the Big Cypress Area of Critical State Concern. Staff Comment: Staff has determined that the excavation does not conflict with the Growth Management Plan or Land Development Code regulations. The project is not located within the Big Cypress Area of Critical State Concern. F. In cases where a wetland is no longer capable of performing environmental functions or pending environmental value or in cases where it is determined that no reasonable alternative exists other than disrupting a wetland, certain alterations may be allowed, except as otherwise authorized through previous county review processes. Page 3120 of 9661 Staff Comment: The Environmental Data indicates the property for the proposed mine consists entirely of lands that have been in active agriculture and no native vegetation exists within the boundary of the mine. Therefore, no wetlands will be impacted. G. Flow of water within and through preserved wetlands shall not be impeded. Staff Comment: There are no wetlands within the boundary of the proposed mine. There are no Collier County required preserves, as the land has been historically cleared for agricultural use and maintained clear of native vegetation (LDC 4.08.05.J.2). H. Appropriate sediment control devices (hay bales, silt screens, etc.) shall be employed to prevent sedimentation within the wetland pursuant to the design requirements of Section 10.02.02 of the Land Development Code. Any building site adjacent to a wetland and elevated by filling, must employ the same erosion control devices. Fill must be stabilized using sod, seed, or mulch. Staff Comment: Staff has reviewed the Commercial Excavation Permit and the plans indicate appropriate measures to prevent sedimentation and erosion control. This project has been found to be consistent with the requirements of Chapter 22, Article IV of the Code of Laws and Ordinances. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney’s Office has reviewed the staff report EX-PL20230018067 on September 24, 2025. RECOMMENDATION: Staff recommends the Collier County Planning Commission, acting as the Environmental Advisory Council (EAC), forward Petition PL20230018067 to the Board of County Commissioners with a recommendation for approval, including the excavation permit conditions and Conditional Use stipulations of approval. ATTACHMENTS: Page 3121 of 9661 © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA PLAN TITLE: SHEET INDEX:[Save Date: 7/2/2025 11:28:50 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:02:15 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-001CV.dwg]CONSTRUCTION PLANS FOR SILVER STRAND MINE PART OF SECTION 14, 16, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA OWNER/DEVELOPER SILVER STRAND III, LLC. 2600 GOLDEN GATE PARKWAY NAPLES, FLORIDA 34105 (239) 239-262-2600 LEGAL DESCRIPTION: VICINITY MAPVICINITY MAP LOCATION MAP P-SS03-001-001-C03 SILVER STRAND MINE PERMIT PLANS REVISIONS: CONSULTANTS: PROJECT NUMBER: SHEET TITLE: COVER SHEET PROFESSIONAL SEALS: PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: DANIEL F. WATERS, P.E. 60746 PROJECT INFORMATION: DRI Name: FOLIO Number: PL Number: FDEP ERP Number: Conditional Use Ordinance Number: Zoning: Zoning (North): Zoning (South): Zoning (East): Zoning (West): PL20230018067 N/A A-MHO-RLSAO, A-MHO A-MHO-RLSAO, PUD A-MHO-RLSAO A-MHO-RLSAO, A-MHO-RLSAO A-MHO, A-MHO-RLSAO SITE LOCATION PROJECT LOCATION ENVIRONMENTAL LANDSCAPE SURVEY TRANSPORTATION PLANNING PENINSULA ENGINEERING PENINSULA ENGINEERING EARTH TECH ENVIRONMENTAL TREBILCOCK CONSULTING SOLUTIONS DATUM NOTE: ALL INVERTS AND ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). PROJECT: C-001 SHEET ID: DESIGN TEAM: PROJECT ENGINEER: PROJECT DESIGNER: DRAWING BY: PROJECT SURVEYOR: PROJECT MANAGER: FILE DATE: FILE NAME: PROJECT FILE INFORMATION: DANIEL F. WATERS, P.E. JOSH S. MUELLER, P.E. ALEJANDRO AVILA ALEJANDRO AVILA LANCE MILLER, PSM P-SS03-001-001-C03-001CV.dwg JANUARY 2025 REV. NO.DESCRIPTION SHEETS AFFECTED DATE 1 REVISED PER COLLIER COUNTY EXCAVATION PERMIT COMMENTS DATED 6/25/25 1, 5, AND 6 07/02/25 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Always call 811 two full business days before you dig to have underground utilities located and marked.SCALE:1" = 10000'SCALE:1" = 6000'SHEET INDEX SHEET NO. SHEET ID SHEET TITLE SHEET REV 01 C-001 COVER SHEET 1 02 C-002 NOTE SHEET 0 03 C-003 AERIAl, CLEARING LIMITS, AND FLUCCS MAP 0 04 C-004 ZONING DATA SHEET AND TABLES 0 05 C-005 OFFSITE IMPROVEMENT PLAN 1 06 C-006 EXCAVATION FILLING AND STOCKPILE PLAN 1 07 C-111 MASTER PAVING AND DRAINAGE PLAN 0 08 C-121 SITE PLAN (A)0 09 C-122 SITE PLAN (B)0 10 C-123 SITE PLAN (C)0 11 C-124 SITE PLAN (D)0 12 C-125 SITE PLAN (E)0 13 C-301 CROSS SECTIONS MAP AND CROSS SECTIONS (1)0 14 C-302 CROSS SECTIONS MAP AND CROSS SECTIONS (2)0 15 C-303 CROSS SECTIONS MAP AND CROSS SECTIONS (3)0 16 C-501 PAVING AND DRAINAGE DETAILS 0 17 C-701 NPDES DISCHARGE CONTROL PLAN AND DETAILS 0 LEGAL DESCRIPTION OF PART OF SECTIONS 13, 14, 15, 22, 23, 24, AND 27, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (PROPOSED SILVER STRAND MINE) PARCEL 1 ALL OF SECTION 15, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LESS THE WEST 50' FOR RIGHT-OF-WAY, LESS THOSE LANDS DESCRIBED IN O.R.4322, PG.1347, LESS THOSE LANDS DESCRIBED IN O.R.941, PG.521, COLLIER COUNTY, FLORIDA. PARCEL 2 ALL OF SECTION 14, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LESS S.R.29 RIGHT-OF-WAY, LESS ACL RIGHT-OF-WAY, COLLIER COUNTY, FLORIDA. PARCEL 3 ALL OF SECTION 13, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LYING SOUTH AND WEST OF ACL RIGHT-OF-WAY AND S.R.29 RIGHT-OF-WAY, , LESS THOSE LANDS DESCRIBED IN O.R.17, PG.453, COLLIER COUNTY, FLORIDA. PARCEL 4 ALL OF SECTION 24, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LESS S.R.29 RIGHT-OF-WAY, LESS ACL RIGHT-OF-WAY, COLLIER COUNTY, FLORIDA. PARCEL 5 ALL OF SECTION 23, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA. PARCEL 6 ALL OF SECTION 22, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LESS THE WEST 50' FOR RIGHT-OF-WAY, LESS CAMP KEAIS ROAD AS DESCRIBED IN O.R.1579, PG.1732 AND O.R.4322, PG.1377, LESS THOSE LANDS DESCRIBED IN O.R.4322, PG.1347, LESS THOSE LANDS DESCRIBED IN O.R.4322, PG.1354, COLLIER COUNTY, FLORIDA. PARCEL 7 ALL OF SECTION 27, TOWNSHIP 47 SOUTH, RANGE 29 EAST, LESS CAMP KEAIS ROAD AS DESCRIBED IN O.R.1579, PG.1732 AND LESS THOSE LANDS DESCRIBED IN O.R.4322, PG.1377, COLLIER COUNTY, FLORIDA. ALL SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL (A) COMMENCING AT THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE WEST LINE OF SAID SECTION 15 SOUTH 00°07'26" EAST 1,314.26 TO A POINT HEREINAFTER TO BE KNOWN AS POINT (A); THENCE LEAVING SAID WEST LINE NORTH 89°52'34" EAST 150.00 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 15 AND BEING THE POINT OF BEGINNING; THENCE ALONG SAID SOUTH LINE NORTH 89°17'35" EAST 1,202.62 FEET TO SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 15; THENCE ALONG THE BOUNDARY OF A PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 941, PAGE 521, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA FOR THE FOLLOWING THREE (3) DESCRIBED COURSES: 1.SOUTH 00°08'45" EAST 1,319.97 FEET; 2.NORTH 89°32'49" EAST 2,030.52 FEET; 3.NORTH 00°06'39" WEST 2,656.84 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 15; THENCE ALONG SAID NORTH LINE NORTH 89°04'02" EAST 2,035.44 FEET TO THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 47 SOUTH, RANGE 29 EAST; THENCE ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 14 NORTH 89°38'49" EAST 2,587.12 FEET TO THE NORTH 1/4 CORNER OF SAID SECTION 14; THENCE ALONG THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 14 NORTH 89°38'42" EAST 2,331.62 FEET TO A POINT ON THE SOUTHWEST RIGHT-OF-WAY LINE OF STATE ROAD 29 SOUTH; THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 44°58'17" EAST 2,419.10 FEET TO THE NORTH CORNER OF A PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 962, PAGE 1289, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID PARCEL OF LAND FOR THE FOLLOWING THREE (3) DESCRIBED COURSES: 1.SOUTH 44°59'18" WEST 730.20 FEET; 2.SOUTH 44°58'03" EAST 680.17 FEET; 3.NORTH 45°00'39" EAST 729.89 FEET TO A POINT ON SAID RIGHT-OF-WAY LINE; THENCE ALONG SAID RIGHT-OF-WAY SOUTH 44°59'05" EAST 4823.26 FEET TO A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG SAID EAST LINE SOUTH 00°31'11" EAST 2,301.77 FEET TO THE EAST 1/4 CORNER OF SAID SECTION 24; THENCE ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 24 SOUTH 00°38'38" EAST 2,631.42 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 24; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 24 SOUTH 89°44'23" WEST 2,614.52 FEET TO THE SOUTH 1/4 CORNER OF SAID SECTION 24; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 24 SOUTH 89°44'08" WEST 2,613.84 FEET TO THE SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 23 SOUTH 89°34'23" WEST 2,672.75 FEET TO THE SOUTH 1/4 CORNER OF SAID SECTION 23; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 23 SOUTH 89°38'46" WEST 2,671.33 FEET TO THE NORTHEAST CORNER OF SECTION 27, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID SECTION 27 SOUTH 00°04'00" WEST 5,379.12 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 27 SOUTH 89°06'34" WEST 2,674.38 FEET TO THE SOUTH 1/4 CORNER OF SAID SECTION 27; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 27 SOUTH 89°09'03" WEST 2,587.98 FEET TO A POINT ON THE EAST LINE OF AN 80-FOOT-WIDE RIGHT-OF-WAY KNOWN AS CAMP KEAIS ROAD, AS RECORDED IN OFFICIAL RECORDS BOOK 1579, PAGE 17323, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG SAID RIGHT-OF-WAY FOR THE FOLLOWING TEN (10) DESCRIBED COURSES: 1.NORTH 05°51'03" EAST 91.74 FEET; 2.403.88 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 3,787.51 FEET THROUGH A CENTRAL ANGLE OF 06°06'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 02°47'45" EAST 403.69 FEET; 3.NORTH 00°15'32" WEST 4,936.51 FEET; 4.NORTH 00°17'42" WEST 60.69 FEET; 5.533.72 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 760.00 FEET THROUGH A CENTRAL ANGLE OF 40°14'11" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 19°49'24" EAST 522.82 FEET; 6.NORTH 39°56'29" EAST 543.45 FEET; 7.584.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 840.00 FEET THROUGH A CENTRAL ANGLE OF 39°52'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 20°00'03" EAST 572.96 FEET; 8.NORTH 00°03'36" EAST 600.00 FEET; 9.848.23 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 540.00 FEET THROUGH A CENTRAL ANGLE OF 89°59'58" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 44°56'23" WEST 763.68 FEET; 10.ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 89°56'24" WEST, A DISTANCE OF 164.71 FEET TO A POINT ON THE EAST LINE OF A 100-FOOT-WIDE STRIP OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 4322, PAGE 1347, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG SAID PARCEL OF LAND FOR THE FOLLOWING TWO (2) DESCRIBED COURSES: 1.NORTH 00°15'34" WEST 2,601.35 FEET; 2.NORTH 00°07'26" WEST 3,944.99 FEET TO THE POINT OF BEGINNING. CONTAINING: 3,914.91 ACRES, MORE OR LESS. ALONG WITH PARCEL (B) COMMENCING AT THE AFOREMENTIONED POINT (A); THENCE ALONG THE WEST LINE OF THE AFOREMENTIONED SECTION 15 SOUTH 00°07'26" EAST 3,945.17 FEET TO THE NORTHWEST CORNER OF SECTION 22, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE WEST LINE OF SAID SECTION 22 SOUTH 00°15'34" EAST 2,681.53 FEET; THENCE LEAVING SAID WEST LINE NORTH 89°44'26" EAST 150.00 FEET TO A POINT ON THE AFOREMENTIONED CAMP KEAIS ROAD AND BEING THE POINT OF BEGINNING; THENCE ALONG THE WEST BOUNDARY OF CAMP KEAIS ROAD FOR THE FOLLOWING SIX (6) DESCRIBED COURSES: 1.SOUTH 89°56'24" EAST 164.27 FEET; 2.722.57 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 460.00 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 44°56'24" EAST 650.54 FEET; 3.SOUTH 00°03'36" WEST 600.00 FEET; 4.529.01 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 760.00 FEET THROUGH A CENTRAL ANGLE OF 39°52'53" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 20°00'03" WEST 518.39 FEET; 5.SOUTH 39°56'29" WEST 543.45 FEET; 6.151.51 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 840.00 FEET THROUGH A CENTRAL ANGLE OF 10°20'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 34°46'27" WEST 151.31 FEET TO A POINT ON THE EAST LINE OF THE AFOREMENTIONED 100-FOOT-WIDE STRIP OF LAND; THENCE ALONG SAID EAST LINE ALONG A LINE NON-TANGENT TO SAID CURVE, NORTH 00°17'33" WEST, A DISTANCE OF 2,088.76 FEET TO THE POINT OF BEGINNING. CONTAINING: 22.97 ACRES, MORE OR LESS. NET AREA: 3937.88 ACRES MORE OR LESS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE EAST LINE OF SAID SECTION 15 BEING SOUTH 00°07'26” EAST. 0013820001, 00138360007, 00138160003, 0013820002, 0013756002, 00137280007 Page 3122 of 9661 SILVER STRAND MINE NOTE SHEET SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 N.T.S. N.T.S. P-SS03-001-001-C03-002NT.dwg P-SS03-001-001-C03 C-002 02 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 ################ Bar Scale: 1" = ### DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: IN ACCORDANCE WITH UTILITY TECHNICAL STANDARDS MANUAL AND DEVELOPMENT SERVICES / BUILDING DEPARTMENT , THE CONTRACTOR SHALL PROVIDE THE FOLLOWING REQUIRED ITEMS TO THE ENGINEER OF RECORD: 1.TEST REPORTS (BY CONTRACTOR) A.DENSITY REPORTS A.1.COMPACT FILL (FOR BUILDING PADS, PIPE BEDDING AND BACKFILL) A.2.STABILIZED SUBGRADE A.3.LIMEROCK BASE A.4.TRENCH B.ROADWAY CORE SAMPLES, EVERY 300 LF B.1.LIMEROCK BASE B.2.ASPHALT C.CONCRETE CYLINDER TESTING 2.TEST REPORTS (BY CONTRACTOR): A.BACTERIOLOGICAL B.BACKFLOW DEVICE C.LIFT STATION START-UP D.LIFT STATION ELECTRICAL SERVICE WIRING AND VOLTAGE DROP E.SEWER VIDEO 3.AGENCY APPROVALS: A.FIRE DISTRICT A.1.FIRE LINE CONSTRUCTION, IF APPLICABLE. A.2.FIRE HYDRANT AND THRUST BLOCK INSPECTION, IF APPLICABLE. 4.RECORD DRAWINGS: THE CONTRACTOR SHALL PROVIDE A FINAL SET OF RECORD DRAWINGS TO ENGINEER. RECORD DRAWINGS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR AND ACCURATELY SHOW ALL ABOVE-GROUND HORIZONTAL LOCATIONS, AND BELOW-GROUND HORIZONTAL AND VERTICAL LOCATIONS AT AREAS EXPOSED OR MARKED BY THE UTILITY CONTRACTOR FOR THE FOLLOWING. PLEASE NOTE NOT ALL ITEMS ARE APPLICABLE TO THIS CONSTRUCTION PLAN. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR FINAL VERIFICATION. A.POTABLE WATER, IRRIGATION, AND WASTEWATER RECORD INFORMATION PROVIDED SHALL MEET THE REQUIREMENTS OF THE UTILITY AND DEVELOPMENT SERVICES / BUILDING DEPARTMENT TECHNICAL STANDARDS MANUAL, AND SHALL INCLUDE, BUT NOT BE LIMITED TO: A.1.LOCATIONS AND ELEVATIONS OF ALL PRESSURE PIPE LINES AT EVERY 100 LF ALONG PIPE LINE AND AT EACH PIPE ELBOW AND FITTING LOCATION. A.2.LOCATIONS OF ALL METER AND VALVE BOXES, AIR RELEASE VALVES, BLOW-OFFS, FIRE HYDRANTS AND BACTERIAL SAMPLE POINTS, ETC. A.3.INVERTS, RIM ELEVATIONS AND LOCATIONS FOR ALL LIFT STATIONS. A.4.LOCATIONS FOR ALL LIFT STATION ELECTRICAL CONTROL PANELS AND TRANSFORMERS. A.5.INVERTS, PIPE SLOPES, RIM ELEVATIONS, RUN LENGTHS AND LOCATIONS FOR ALL MANHOLES. A.6.INVERTS (AT BOTH ENDS), PIPE SLOPES, RUN LENGTHS AND LOCATIONS FOR ALL SEWER MAIN STUB-OUTS. A.7.LOCATIONS OF SEWER LATERALS. A.8.INVERTS AND LOCATIONS FOR ALL CLEANOUTS B.PAVING AND DRAINAGE: B.1.ROADWAY CENTERLINE ELEVATIONS AT ALL INTERSECTIONS AND AT A MINIMUM AT ALL PVI'S ALONG THE ROADWAY CENTERLINE. B.2.INVERT, GRATE AND INLET ELEVATIONS OF ALL WATER MANAGEMENT STRUCTURES, INCLUDING ALL CONTROL STRUCTURES, CATCH BASINS, JUNCTION BOXES, HEADWALLS, MITERED ENDS, AND THE LIKE. WEIR AND BLEEDDOWN DIMENSIONS AND ELEVATIONS SHALL BE INCLUDED FOR ALL CONTROL STRUCTURES. B.3.CENTERLINE ELEVATIONS ON ALL OPEN SWALES AT HIGH AND LOW POINTS AND AT EVERY 100 LF ALONG SWALE CENTERLINE. 5.CONTRACTOR SHALL COORDINATE AND VERIFY PROCEDURES IN ACCOMMODATING REQUIRED RECORD DRAWING INFORMATION WITH ENGINEER AND SURVEYOR PRIOR TO CONSTRUCTION. ZONING SUMMARY 1.CURRENT ZONING: A-MHO RLSAO & A-MHO 2.ADJACENT ZONING: NORTH = A-MHO & PUD SOUTH = A-MHO RLSAO EAST = A-MHO RLSAO & A-MHO RLSAO- WEST = A-MHO & A-MHO RLSAO PERMITTED USES: PRINCIPAL USES 1.THE FOLLOWING SUBSECTIONS IDENTIFY THE USES THAT ARE PERMISSIBLE BY RIGHT AND THE USES THAT ARE ALLOWABLE AS ACCESSORY OR CONDITIONAL USES IN THE RURAL AGRICULTURAL DISTRICT (A). a.PERMITTED USES. 1.SINGLE-FAMILY DWELLING. 2.AGRICULTURAL ACTIVITIES, INCLUDING, BUT NOT LIMITED TO: CROP RAISING; HORTICULTURE; FRUIT AND NUT PRODUCTION; FORESTRY; GROVES; NURSERIES; RANCHING; BEEKEEPING; POULTRY AND EGG PRODUCTION; MILK PRODUCTION; LIVESTOCK RAISING, AND AQUACULTURE FOR NATIVE SPECIES SUBJECT TO FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION PERMITS. i.THE FOLLOWING PERMITTED USES SHALL ONLY BE ALLOWED ON PARCELS 20 ACRES IN SIZE OR GREATER: a)DAIRYING; b)RANCHING; c)POULTRY AND EGG PRODUCTION; d)MILK PRODUCTION; e)LIVESTOCK RAISING; AND f)ANIMAL BREEDING, RAISING, TRAINING, STABLING OR KENNELING. ii.ON PARCELS LESS THAN 20 ACRES IN SIZE, INDIVIDUAL PROPERTY OWNERS ARE NOT PRECLUDED FROM THE KEEPING OF THE FOLLOWING FOR PERSONAL USE AND NOT IN ASSOCIATION WITH A COMMERCIAL AGRICULTURAL ACTIVITY PROVIDED THERE ARE NO OPEN FEED LOTS: a)FOWL OR POULTRY, NOT TO EXCEED 25 IN TOTAL NUMBER; AND b)HORSES AND LIVESTOCK (EXCEPT FOR HOGS) NOT TO EXCEED TWO SUCH ANIMALS FOR EACH ACRE. i.NOTWITHSTANDING THE ABOVE, HOG(S) MAY BE KEPT FOR A 16 WEEK PERIOD IN PREPARATION FOR SHOWING AND SALE AT THE ANNUAL COLLIER COUNTY FAIR AND/OR THE IMMOKALEE LIVESTOCK SHOW. THE FOLLOWING STANDARDS SHALL APPLY: a)ONE HOG PER CHILD ENROLLED IN A 4-H YOUTH DEVELOPMENT PROGRAM, COLLIER COUNTY FAIR PROGRAM OR SIMILAR PROGRAM IS PERMITTED. IN NO CASE SHALL THERE BE MORE THAN 2 HOGS PER ACRE. b)PREMISES SHALL BE FENCED AND MAINTAINED IN A CLEAN, HEALTHFUL, AND SANITARY CONDITION. c)PREMISES OR ROOFED STRUCTURE USED FOR THE SHELTERING, FEEDING, OR CONFINEMENT OF SUCH ANIMALS SHALL BE SETBACK A MINIMUM OF 30 FEET FROM LOT LINES AND A MINIMUM OF 100 FEET FROM ANY DWELLING UNIT ON AN ADJACENT PARCEL OF LAND. d)HOG(S) SHALL NOT BE RETURNED TO THE PROPERTY ONCE REMOVED FOR SHOWING AND/OR SALE. 3.WHOLESALE REPTILE BREEDING AND RAISING (NON-VENOMOUS), SUBJECT TO THE FOLLOWING STANDARDS: i.MINIMUM 20 ACRE PARCEL SIZE; ii.ANY ROOFED STRUCTURE USED FOR THE SHELTER AND/OR FEEDING OF SUCH REPTILES SHALL BE LOCATED A MINIMUM OF 100 FEET FROM ANY LOT LINE. 4.WILDLIFE MANAGEMENT, PLANT AND WILDLIFE CONSERVANCIES, WILDLIFE REFUGES AND SANCTUARIES. 5.CONSERVATION USES. 6.OIL AND GAS EXPLORATION SUBJECT TO STATE DRILLING PERMITS AND COLLIER COUNTY SITE DEVELOPMENT PLAN REVIEW PROCEDURES. 7.FAMILY CARE FACILITIES, SUBJECT TO SECTION 5.05.04. 8.WIRELESS COMMUNICATION FACILITIES, SUBJECT TO LDC SECTION 5.05.09. 9.ESSENTIAL SERVICES, AS SET FORTH IN SECTION 2.01.03. 10.SCHOOLS, PUBLIC, INCLUDING "EDUCATIONAL PLANTS." b.ACCESSORY USES. 1.USES AND STRUCTURES THAT ARE ACCESSORY AND INCIDENTAL TO THE USES PERMITTED AS OF RIGHT IN THE A DISTRICT. 2.FARM LABOR HOUSING, SUBJECT TO SECTION 5.05.03. 3.RETAIL SALE OF FRESH, UNPROCESSED AGRICULTURAL PRODUCTS, GROWN PRIMARILY ON THE PROPERTY AND SUBJECT TO A REVIEW OF TRAFFIC CIRCULATION, PARKING, AND SAFETY CONCERNS PURSUANT TO THE SUBMISSION OF A SITE IMPROVEMENT PLAN AS PROVIDED FOR IN SECTION 10.02.03. 4.PACKINGHOUSE OR SIMILAR AGRICULTURAL PROCESSING OF FARM PRODUCTS PRODUCED ON THE PROPERTY SUBJECT TO THE FOLLOWING RESTRICTIONS: i.AGRICULTURAL PACKING, PROCESSING OR SIMILAR FACILITIES SHALL BE LOCATED ON A MAJOR OR MINOR ARTERIAL STREET, OR SHALL HAVE ACCESS TO AN ARTERIAL STREET BY A PUBLIC STREET THAT DOES NOT ABUT PROPERTIES ZONED RSF-1 THRU RSF-6, RMF-6, RMF-12, RMF-16, RT, VR, MH, TTRVC AND PUD OR ARE RESIDENTIALLY USED. WATER MANAGEMENT INFORMATION WATER MANAGEMENT PERMIT: FDEP ERP PERMIT No. ROADWAY AND PARKING LOT SIGNING AND MARKING NOTES 1.ROADWAY SIGNAGE AND PAVEMENT MARKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARDS. 2.ALL STOP BARS, IN ROADWAYS AND PARKING LOTS WITH THE CONDITIONAL USE BOUNDARY, SHALL BE PAINT. ALL SIGNING AND MARKING WITHIN THE CAMP KEAIS ROAD R.O.W. SHALL BE THERMOPLASTIC. IF PAVING IN THE CAMP KEAIS ROAD R.O.W. OCCURS IN TWO LIFTS, FIRST LIFT MAY BE PAINTED AT OWNER'S DISCRETION. 3.PARKING STALL STRIPING MAY BE PAINT, OR THERMOPLASTIC, AT OWNER'S DISCRETION. FIRE PROTECTION NOTES 1.ALL BACKFLOW PREVENTER ASSEMBLIES/DEVICES SHALL BE IN ACCORDANCE WITH 62-555.360, F.A.C., AND THE AWWA MANUAL M-14, PRACTICE FOR BACKFLOW PREVENTION AND CROSS-CONNECTION CONTROL. ALL WATER METERS SHALL CONFORM TO AWWA C-700 OR NSF 61 STANDARDS. 2.FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH THE UTILITY STANDARDS OR NFPA REGULATIONS, LATEST REVISION, WHICHEVER IS MORE RESTRICTIVE, AND MEET THE APPROVAL OF THE LOCAL FIRE CONTROL DISTRICT. RAISED BLUE PAVEMENT REFLECTORS SHALL BE LOCATED AT THE CENTERLINE OF THE FINISHED TRAVEL LANE, PER THE FIRE DISTRICT , OPPOSITE EACH HYDRANT IN ACCORDANCE WITH FDOT SPECIFICATIONS. 3.UNLESS OTHERWISE APPROVED, ALL FIRE HYDRANT CONNECTIONS, SERVICE CONNECTIONS TO THE CURB STOP AT THE METER, AND ALL JOINTS, CONFLICTS AND THRUST BLOCKS IN THE MAINS SHALL REMAIN UNCOVERED FOR VISUAL INSPECTION BY AN INSPECTOR FOR THE UTILITY OR ENGINEER. THE CONTRACTOR SHALL ONLY BACKFILL AFTER APPROVAL BY INSPECTION. 4.IN ACCORDANCE WITH THE FIRE DISTRICT , DISTANCES BETWEEN INSTALLED FIRE HYDRANTS SHALL NOT EXCEED THOSE SHOWN IN THE APPROVED PLANS. 5.FIRE HYDRANT SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE FIRE DISTRICT . 6.FIRE HYDRANTS SHALL BE INSTALLED WITHIN 3 FEET OF THE CURB LINE OF A FIRE LANE, STREET, OR PRIVATE STREET WHEN INSTALLED ALONG SUCH ACCESS WAYS. 7.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY VEGETATION. A CLEARING OF 3 FEET TO EACH SIDE, REAR AND TO THE STREET SHALL BE MAINTAINED. 8.FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST NFPA SECTION No. 1 REVISION STANDARDS AND THE FIRE DISTRICT LATEST HYDRANT SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 9.THE FIRE PROTECTION WATER SUPPLY, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND IN-SERVICE PRIOR TO PLACING COMBUSTIBLE BUILDING MATERIALS ON-SITE. CONTRACTOR MAY UTILIZE ALTERNATE METHODS (I.E. TANKS WITH FIREPUMP), BUT SHALL OBTAIN APPROVAL FROM THE FIRE DISTRICT PRIOR TO IMPLEMENTATION. CERTIFICATION / SUBSTANTIAL COMPLIANCE NOTES: GENERAL NOTES 1.ALL INVERTS AND ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 2.THE INFORMATION PROPOSED IN THIS PLAN IS BASED ON THE LATEST FIELD INFORMATION AND AVAILABLE RECORD DRAWING INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS INFORMATION PRIOR TO COMMENCEMENT OF CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE ENGINEER. 3.THIS PLAN IS NOT INTENDED TO BE ALL INCLUSIVE OF EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS WITH REGARDS TO SITE MODIFICATIONS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS. ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. 4.ALL MATERIALS AND CONSTRUCTION METHODS USED FOR THE PROPOSED IMPROVEMENTS SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS, AND ALL FEDERAL, STATE AND LOCAL REGULATIONS. 5.THE REVIEW AND APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD. 6.ALL SOLID WASTE FOR THE PROJECT IS TO BE PICKED UP AND DISPOSED OF BY WASTE MANAGEMENT SERVICES. 7.ALL PROJECT SIGNS SHALL BE IN ACCORDANCE WITH THE P.U.D. (IF APPLICABLE) AND THE DEVELOPMENT SERVICES / BUILDING DEPARTMENT LAND DEVELOPMENT CODE. 8.ALL PVC STORM DRAIN PIPES SHALL BE COLOR WHITE SDR 26, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED IN THE PLANS 9.THE LIGHTING POLES AND LUMINARIES SHOWN ON THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. FINAL LIGHTING POLE LOCATION AND LUMINARY TYPE MAY VARY AND WILL BE COORDINATED WITH OWNER'S ELECTRICAL ENGINEER. POLE LOCATIONS SHOULD MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET FROM UNDERGROUND UTILITY MAINS. 10.SIGN AND FLAG POLE PERMITS MUST BE APPLIED FOR SEPARATELY FROM THIS SDP, AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SIDEWALKS AND SIDEWALK CROSSINGS FOR ROADSIDE SIDEWALKS AND ACCESSIBLE ROUTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX #522-001 AND # 522-002, THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE FLORIDA ACCESSIBILITY CODE AT CURBS, GUTTERS, SIDEWALKS, INTERSECTIONS, ETC. OWNER RESPONSIBILITY NOTES 1.OWNER, ITS SUCCESSORS OR ASSIGNS, SHALL BE RESPONSIBLE FOR PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS. 2.THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM. 3.OWNER, ITS SUCCESSORS OR ASSIGNS SHALL BE RESPONSIBLE FOR ANNUAL EXOTIC VEGETATION REMOVAL FROM WITHIN THE PROJECT / CONDITIONAL USE BOUNDARY, AS DEFINED BY THE DEVELOPMENT SERVICES ORDINANCE UPON COMPLETION AND ACCEPTANCE OF WORK REQUIREMENT IN THIS CONTRACT. CONTRACTOR RESPONSIBILITY NOTES 1.THE CITY , COUNTY , UTILITY , DRY UTILITIES, AND FDOT MAY HAVE EXISTING UTILITIES ADJACENT TO THIS PROPOSED CONSTRUCTION. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COPIES OF AND COMPLYING WITH ALL PERMITS OBTAINED BY THE OWNER. 4.CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 5.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE COUNTY GROUNDWATER PROTECTION ORDINANCE. 6.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE APPROVED DEWATERING PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT AS REQUIRED. 7.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BLASTING PERMIT, IF REQUIRED. 8.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROLS SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 10.THE CONTRACTOR SHALL REPAIR AND REPLACE ALL AREAS DISTURBED BY CONSTRUCTION TO EXISTING CONDITIONS. 11.THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNER AND COUNTY PRIOR TO THE FOLLOWING: A.COMMENCEMENT. B.CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT C.GENERAL C.1.COMPACTION C.2.TRENCH DENSITY C.3.ROADWAY STRINGLINE C.4.PAVING (INCLUDING SIDEWALK AND CURBING) C.5.PRELIMINARY AND FINAL INSPECTIONS D.OTHERS AS MAY BE REQUIRED BY OWNER, COUNTY AND ENGINEER. 12.CONTRACTOR SHALL REFERENCE PLANS FOR ADDITIONAL SHOP DRAWINGS REQUESTS, PARTICULARLY FOR STRUCTURES REQUIRING SPECIAL DETAILS AND SPECIFICATIONS WHICH ARE TO BE PROVIDED BY A STRUCTURAL ENGINEER. 13.THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA TO STAKE-OUT THE LOCATION OF ALL PROPOSED WATER, AND SEWER LINES AND INFRASTRUCTURE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL OBTAIN A COPY OF THE FINAL UTILITY DRAWINGS, IN CAD FORMAT, FROM THE ENGINEER AND PROVIDE THAT DOCUMENTATION TO THE SURVEYOR. THE DIMENSIONAL INFORMATION OBTAINED FROM THE CAD DRAWINGS SHALL BE USED IN DEVELOPING THE STAKE-OUT PLAN FOR UTILITIES. 14.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING (SUCH AS SILT FENCE) BEYOND THE DRIPLINES OF RETAINED VEGETATION ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 15.ENTRY/SIGN FEATURES, SITE WALLS AND FLAG POLE LOCATIONS AND CONFIGURATIONS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S OR ARCHITECT'S PLANS FOR ENTRY/SIGN FEATURES, SITE WALLS AND FLAG POLE MATERIALS AND DESIGN SPECIFICATIONS. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. SHOWN ON THE STAMPED APPROVED SITE DEVELOPMENT PLANS. CONTRACTOR SHALL APPLY SEPARATELY FOR THE APPROPRIATE BUILDING PERMITS, WHERE APPLICABLE, AS OUTLINED IN THE COUNTY BUILDING CODE AND LDC. 16.CONTRACTOR SHALL REFERENCE ELECTRICAL ENGINEER'S PLANS FOR STREET/SITE LIGHTING FINAL LOCATIONS, COLOR, MATERIAL AND SPECIFICATIONS. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATION AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. STREET/SITE LIGHTING SHALL BE LOCATED TO AVOID CONFLICTS WITH PROPOSED VEGETATION. 17.ALL MATERIALS, DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR. DEFINITIONS GENERAL PROCEDURES UNDERGROUND CONTRACTOR RESPONSIBILITY NOTES 1.UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. UNDERGROUND CONTRACTOR SHALL NOT REMOVE AND/OR DISTURB ANY TREES AND/OR SHRUBS WITHOUT PRIOR APPROVAL BY OWNER. 2.ALL UNDERGROUND UTILITIES AND INFRASTRUCTURE LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUBGRADE OR AS OTHERWISE DIRECTED BY OWNER. CAUTION: STORM DRAINAGE PIPES MAY EXTEND INTO STABILIZED SUBGRADE AND/OR BASE. PAVING CONTRACTOR SHALL ADJUST STABILIZER MIXER TO PREVENT CONTACT AND DAMAGE TO PIPING. 3.ALL CONDUITS UNDER PAVEMENT SHALL EXTEND 5' BEYOND THE BACK OF CURB AND/OR BACK OF SIDEWALK AT EACH END AND SHALL BE A MINIMUM OF 18" UNDER WATER MAINS AND FORCE MAINS. LEGEND HATCH BRICK PAVERS BUILDING EXISTING BUILDING CONCRETE DETECTABLE SURFACE WETLANDS ZONE UPLANDS ZONE LITTORAL ZONE SAND EARTH GEOWEB WADING BIRD AREA COMPACTED LIMEROCK GRAVEL STABILIZED SUBGRADE WATER UPLAND BUFFER ZONE IN-LINE VALVE W/ BOX REDUCER IRRIGATION METER WATER METER PIPE PLUG STORM SEWER & STRUCTURE WITH SIDE INLETS HEADWALL BACTERIAL SAMPLE POINT CONTROL STRUCTURES MITERED END STORM SEWER & STRUCTURE FLARED END SECTION X REVISION SYMBOL A DIRECTION OF DRAINAGE FLOW SWALE & DIRECTION OF FLOW AIR RELEASE VALVE SIGN TEMPORARY BLOW-OFF PROPOSED ELEVATION HANDICAPPED PARKING SPACEX.XXEXISTING ELEVATION X KEY NOTE LIGHT POLE TREGULAR PARKING ACCESSIBLE PARKING LOADING ZONE PARKING DRIVE THRU STACKING PARKING X X X X X.XX LEGEND SYMBOLS RIP-RAP EXISTING LIGHT POLEL PUMP STATION SANITARY SEWER LATERAL & CLEAN-OUT SANITARY SEWER MANHOLE / STORM SEWER JUNCTION BOX YARD DRAIN CHECK VALVE PLUG VALVE SIAMESE / FIRE DEPARTMENT CONNECTION FIRE HYDRANT ASSEMBLY TBLOW-OFF TEMPORARY BLOW-OFF REFERENCE ARCHITECT'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. FIRE SERVICE INFRASTRUCTURE FROM PIV TO THE BUILDING SHALL BE PER THE FIRE SPRINKLER CONTRACTOR OR MECHANICAL ENGINEERS DETAILS AND SPECIFICATIONS (INCLUDING PIV, FDC, AND CHECK VALVES) REFERENCE LANDSCAPE ARCHITECT'S PLAN FOR SIZE, LOCATION, DETAIL, & SPECIFICATIONS. REFERENCE ELECTRIC UTILITY DESIGN FOR DETAILS, MATERIALS, & SPECIFICATIONS. REFERENCE MECHANICAL, ELECTRICAL, OR PLUMBING ENGINEER'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. ARC FIRE LA ELEC MEP OWNER - SILVER STRAND III, LLC. PROJECT - SILVER STRAND MINE DEVELOPMENT SERVICES / BUILDING DEPARTMENT - COLLIER COUNTY COUNTY - COLLIER COUNTY CITY - CITY OF NAPLES UTILITY - COLLIER COUNTY UTILITIES DIVISION AND COLLIER COUNTY ENGINEERING REVIEW SERVICES. DRY UTILITIES - FPL, COMCAST, CENTURY LINK CONTRACTOR - GENERAL / PRIME CONTRACTOR UNDERGROUND CONTRACTOR - THE UNDERGROUND UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS. PAVING CONTRACTOR - THE PAVING CONTRACTOR AND ALL SUBCONTRACTORS PROVIDING MATERIALS AND SERVICES INCLUDING FILL, LIMEROCK, CURBING AND SIDEWALKS. ENGINEER - OWNER'S ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION (PENINSULA ENGINEERING) SURVEYOR - OWNER'S SURVEYOR RESPONSIBLE FOR CONSTRUCTION STAKE-OUT AND VERIFICATION OF RECORD DRAWING INFORMATION. FIRE DISTRICT - IMMOKALEE FIRE CONTROL DISTRICT POST INDICATOR VALVE BUILDING CONTRACTOR'S POINT OF CONNECTION. REFERENCE STRUCTURAL ENGINEER'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. POC SE 1.CONTRACTOR SHALL BE RESPONSIBLE IN COORDINATING WITH THE FOLLOWING RESPECTIVE UTILITY COMPANIES AND AGENCIES FOR COORDINATION OF SERVICES AND CONNECTIONS FOR THE PROJECT. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO COMMENCING WORK WITHIN ANY AGENCY OR UTILITY COMPANY'S DISTRICT. CITY OF NAPLES:BOB MIDDLETON (239) 213-4762 COLLIER COUNTY:JOE BIANCHI (239) 252-2391 FLORIDA POWER & LIGHT:TROY TODD (239) 353-6070 COMCAST:JOE CRONE (239) 574-2020 CENTURY LINK:LUIS NEGRON (239) 263-6214 IMMOKALEE FIRE CONTROL DISTRICT:SEAN LINTZ (239) 597-9227 2.A PRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE UTILITY , DEVELOPMENT SERVICES / BUILDING DEPARTMENT , THE CONTRACTOR, THE UNDERGROUND CONTRACTOR, PAVING CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES. 3.THREE (3) OR MORE COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE-CONSTRUCTION MEETING. 4.ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE. 5.ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION (FDEP, THE COUNTY , THE CITY , RIGHT-OF-WAY, BLASTING, DEWATERING, ETC.) 6.SEQUENCE OF CONSTRUCTION - UNLESS OTHERWISE NOTED, SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO ROADWAY CONSTRUCTION. 7.ALL CONTRACTORS SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON-SITE. 8.THE CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS FOR ALL EXISTING PUBLIC AND PRIVATE UTILITY FACILITIES. 9.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTORS. APPROVAL OF DEVELOPMENT PLANS BY THE UTILITY IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY IN OR VARIATION FROM THE APPROVED PLANS IS TO BE BROUGHT TO THE ATTENTION OF THE UTILITY BY THE ENGINEER AND CONTRACTORS. 10.THE CONTRACTORS SHALL BE RESPONSIBLE AT ALL TIMES THROUGH THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 11.THE CONTRACTORS SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE DEVELOPMENT SERVICES, THE CITY AND THE COUNTY , AS REQUIRED, A MINIMUM OF 48 HOURS IN ADVANCE AND NOTIFY ENGINEER 48 HOURS IN ADVANCE. 12.NO CONNECTION TO, OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING UTILITY MAIN OR STRUCTURE WITHOUT THE PRESENCE OF A THE DEVELOPMENT SERVICES UTILITY INSPECTOR. 13.FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS, THE UTILITY , AND THE DEVELOPMENT SERVICES / BUILDING DEPARTMENT TECHNICAL STANDARDS AND SPECIFICATIONS. CONFLICTS BETWEEN THE PRECEDING DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE UTILITY FOR RESOLUTION. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE UTILITY . 14.ANY DEVIATIONS FROM THE APPROVED PLANS MUST HAVE PRIOR WRITTEN APPROVAL FROM OWNER, ENGINEER AND APPROVING AGENCY. 15.RECORD DRAWINGS - THE SURVEYOR SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" INFORMATION RELATIVE TO LOCATION OF THE STORM INLETS AND SANITARY MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS, AND ANY OTHER CHANGES. 16.UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. 17.GUARANTEE - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE CONTRACTORS UNDER THEIR CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS, DURING THE GUARANTY PERIOD. THE AFFECTED PART, PARTS, OR MATERIALS SHALL BE REPLACED PROMPTLY WITH NEW PARTS OR MATERIALS BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER. THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR. 18.ANY WELLS DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE OWNER AND ENGINEER WITHIN 24 HOURS AFTER DISCOVERY IS MADE. PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/2/2025 2:37:36 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:02:21 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-002NT.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: ZONING SUMMARY ii.A BUFFER YARD OF NOT LESS THAN 150 FEET IN WIDTH SHALL BE PROVIDED ALONG EACH BOUNDARY OF THE SITE WHICH ABUTS ANY RESIDENTIALLY ZONED OR USED PROPERTY, AND SHALL CONTAIN AN ALTERNATIVE B TYPE BUFFER AS DEFINED WITHIN SECTION 4.06.00. SUCH BUFFER AND BUFFER YARD SHALL BE IN LIEU OF FRONT, SIDE, OR REAR YARDS ON THAT PORTION OF THE LOT WHICH ABUTS THOSE DISTRICTS AND USES IDENTIFIED IN SUBSECTION 2.03.01 A.1.B.4.I. ABOVE. iii.THE FACILITY SHALL EMIT NO NOXIOUS, TOXIC, OR CORROSIVE DUST, DIRT, FUMES, VAPORS, OR GASES WHICH CAN CAUSE DAMAGE TO HUMAN HEALTH, TO ANIMALS OR VEGETATION, OR TO OTHER FORMS OF PROPERTY BEYOND THE LOT LINE OF THE USE CREATING THE EMISSION. iv.A SITE DEVELOPMENT PLAN SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 10.02.03. 5.EXCAVATION AND RELATED PROCESSING AND PRODUCTION SUBJECT TO THE FOLLOWING CRITERIA: i.THE ACTIVITY IS CLEARLY INCIDENTAL TO THE AGRICULTURAL DEVELOPMENT OF THE PROPERTY. ii.THE AFFECTED AREA IS WITHIN A SURFACE WATER MANAGEMENT SYSTEM FOR AGRICULTURAL USE AS PERMITTED BY THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD). iii.THE AMOUNT OF EXCAVATED MATERIAL REMOVED FROM THE SITE CANNOT EXCEED 4,000 CUBIC YARDS. AMOUNTS IN EXCESS OF 4,000 CUBIC YARDS SHALL REQUIRE CONDITIONAL USE APPROVAL FOR EARTHMINING, PURSUANT TO THE PROCEDURES AND CONDITIONS SET FORTH IN LDC SECTION 10.08.00 AND THE ADMINISTRATIVE CODE. 6.GUESTHOUSES, SUBJECT TO SECTION 5.03.03. 7.PRIVATE BOATHOUSES AND DOCKS ON LAKE, CANAL OR WATERWAY LOTS, SUBJECT TO SECTION 5.03.06. 8.USE OF A MOBILE HOME AS A TEMPORARY RESIDENCE WHILE A PERMANENT SINGLE-FAMILY DWELLING IS BEING CONSTRUCTED, SUBJECT TO THE FOLLOWING: i.RECEIPT OF A TEMPORARY USE PERMIT FROM THE DEVELOPMENT SERVICES DIRECTOR, PURSUANT TO SECTION 5.04.04, THAT ALLOWS FOR USE OF A MOBILE HOME WHILE A PERMANENT SINGLE-FAMILY DWELLING IS BEING BUILT; ii.ASSURANCE THAT THE TEMPORARY USE PERMIT FOR THE MOBILE HOME WILL EXPIRE AT THE SAME TIME OF THE BUILDING PERMIT FOR THE SINGLE-FAMILY DWELLING, OR UPON THE COMPLETION OF THE SINGLE-FAMILY DWELLING, WHICHEVER COMES FIRST; iii.PROOF THAT PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FOR THE SINGLE-FAMILY DWELLING, THE MOBILE HOME IS REMOVED FROM THE PREMISES; AND iv.THE MOBILE HOME MUST BE REMOVED AT THE TERMINATION OF THE PERMITTED PERIOD. 9.USE OF A MOBILE HOME AS A RESIDENCE IN CONJUNCTION WITH BONA FIDE AGRICULTURAL ACTIVITIES SUBJECT TO THE FOLLOWING: i.THE APPLICANT SHALL SUBMIT A COMPLETED APPLICATION TO THE SITE DEVELOPMENT REVIEW DIRECTOR, OR HIS DESIGNEE, FOR APPROVAL OF A TEMPORARY USE PERMIT TO UTILIZE A MOBILE HOME AS A RESIDENCE IN CONJUNCTION WITH A BONA FIDE COMMERCIAL AGRICULTURAL ACTIVITY AS DESCRIBED IN SUBSECTION 2.03.01 A.1.2. INCLUDED WITH THIS APPLICATION SHALL BE A CONCEPTUAL PLOT PLAN OF THE SUBJECT PROPERTY DEPICTING THE LOCATION OF THE PROPOSED MOBILE HOME; THE DISTANCE OF THE PROPOSED MOBILE HOME TO ALL PROPERTY LINES AND EXISTING OR PROPOSED STRUCTURES; AND, THE LOCATION, ACREAGE BREAKDOWN, TYPE AND ANY INTENDED PHASING PLAN FOR THE BONA FIDE AGRICULTURAL ACTIVITY. ii.THE RECEIPT OF ANY AND ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR THE AGRICULTURAL USE AND/OR TO PLACE THE MOBILE HOME ON THE SUBJECT SITE INCLUDING, BUT NOT LIMITED TO, AN AGRICULTURAL CLEARING PERMIT, BUILDING PERMIT(S), ST PERMITS, AND THE LIKE. iii.THE USE OF THE MOBILE HOME SHALL BE PERMITTED ON A TEMPORARY BASIS ONLY, NOT TO EXCEED THE DURATION OF THE BONA FIDE COMMERCIAL AGRICULTURAL ACTIVITY FOR WHICH THE MOBILE HOME IS AN ACCESSORY USE. THE INITIAL TEMPORARY USE PERMIT MAY BE ISSUED FOR A MAXIMUM OF THREE YEARS, AND MAY, UPON SUBMISSION OF A WRITTEN REQUEST ACCOMPANIED BY THE APPLICABLE FEE, BE RENEWED ANNUALLY THEREAFTER PROVIDED THAT THERE IS CONTINUING OPERATION OF THE BONA FIDE COMMERCIAL AGRICULTURAL ACTIVITIES. iv.THE APPLICANT UTILIZING, FOR THE BONA FIDE COMMERCIAL AGRICULTURAL ACTIVITY, A TRACT OF LAND A MINIMUM OF FIVE ACRES IN SIZE. ANY PROPERTY LYING WITHIN PUBLIC ROAD RIGHTS-OF-WAY SHALL NOT BE INCLUDED IN THE MINIMUM ACREAGE CALCULATIONS. v.A MOBILE HOME, FOR WHICH A TEMPORARY USE PERMIT IN CONJUNCTION WITH A BONA FIDE COMMERCIAL AGRICULTURAL ACTIVITY IS REQUESTED, SHALL NOT BE LOCATED CLOSER THAN 100 FEET FROM ANY COUNTY HIGHWAY RIGHT-OF-WAY LINE, 200 FEET FROM ANY STATE HIGHWAY RIGHT-OF-WAY, OR 500 FEET FROM ANY FEDERAL HIGHWAY RIGHT-OF-WAY LINE. 10.RECREATIONAL FACILITIES THAT SERVE AS AN INTEGRAL PART OF A RESIDENTIAL DEVELOPMENT AND HAVE BEEN DESIGNATED, REVIEWED AND APPROVED ON A SITE DEVELOPMENT PLAN OR SUBDIVISION MASTER PLAN FOR THAT DEVELOPMENT. RECREATIONAL FACILITIES MAY INCLUDE BUT ARE NOT LIMITED TO GOLF COURSE, CLUBHOUSE, COMMUNITY CENTER BUILDING AND TENNIS FACILITIES, PARKS, PLAYGROUNDS AND PLAYFIELDS. c.CONDITIONAL USES. THE FOLLOWING USES ARE PERMITTED AS CONDITIONAL USES IN THE RURAL AGRICULTURAL DISTRICT (A), SUBJECT TO THE STANDARDS AND PROCEDURES ESTABLISHED IN LDC SECTION 10.08.00 AND THE ADMINISTRATIVE CODE. 1.EXTRACTION OR EARTHMINING, AND RELATED PROCESSING AND PRODUCTION NOT INCIDENTAL TO THE AGRICULTURAL DEVELOPMENT OF THE PROPERTY. NOTE: "EXTRACTION RELATED PROCESSING AND PRODUCTION" IS NOT RELATED TO "OIL EXTRACTION AND RELATED PROCESSING" AS DEFINED IN THIS CODE. 2.SAWMILLS. 3.ZOO, AQUARIUM, AVIARY, BOTANICAL GARDEN, OR OTHER SIMILAR USES. 4.HUNTING CABINS. 5.AQUACULTURE FOR NONNATIVE OR EXOTIC SPECIES, SUBJECT TO FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION PERMITS. 6.WHOLESALE REPTILE BREEDING OR RAISING (VENOMOUS) SUBJECT TO THE FOLLOWING STANDARDS; i.MINIMUM 20 ACRE PARCEL SIZE. ii.ANY ROOFED STRUCTURE USED FOR THE SHELTER AND/OR FEEDING OF SUCH REPTILES SHALL BE LOCATED AT A MINIMUM OF 100 FEET AWAY FROM ANY LOT LINE. 7.CHURCHES. 8.PRIVATE LANDING STRIPS FOR GENERAL AVIATION, SUBJECT TO ANY RELEVANT STATE AND FEDERAL REGULATIONS. 9.CEMETERIES. 10.SCHOOLS, PRIVATE. 11.CHILD CARE CENTERS AND ADULT DAY CARE CENTERS. 12.COLLECTION AND TRANSFER SITES FOR RESOURCE RECOVERY. 13.SOCIAL AND FRATERNAL ORGANIZATIONS. 14.VETERINARY CLINIC. 15.GROUP CARE FACILITIES (CATEGORY I AND II); CARE UNITS; NURSING HOMES; ASSISTED LIVING FACILITIES PURSUANT TO § 429.02 F.S. AND 58A-5 F.A.C.; AND CONTINUING CARE RETIREMENT COMMUNITIES PURSUANT TO CH. 651 F.S. AND CH. 69O-193 F.A.C., ALL SUBJECT TO LDC SECTION 5.05.04 WHEN LOCATED WITHIN THE URBAN DESIGNATED AREA ON THE FUTURE LAND USE MAP TO THE COLLIER COUNTY GROWTH MANAGEMENT PLAN. 16.GOLF COURSES AND/OR GOLF DRIVING RANGES. 17.OIL AND GAS FIELD DEVELOPMENT AND PRODUCTION SUBJECT TO STATE FIELD DEVELOPMENT PERMITS. 18.SPORTS INSTRUCTIONAL SCHOOLS AND CAMPS. 19.SPORTING AND RECREATIONAL CAMPS. 20.RETAIL PLANT NURSERIES SUBJECT TO THE FOLLOWING CONDITIONS: i.RETAIL SALES SHALL BE LIMITED PRIMARILY TO THE SALE OF PLANTS, DECORATIVE PRODUCTS SUCH AS MULCH OR STONE, FERTILIZERS, PESTICIDES, AND OTHER PRODUCTS AND TOOLS ACCESSORY TO OR REQUIRED FOR THE PLANTING OR MAINTENANCE OF SAID PLANTS. ii.ADDITIONALLY, THE SALE OF FRESH PRODUCE IS PERMISSIBLE AT RETAIL PLANT NURSERIES AS AN INCIDENTAL USE OF THE PROPERTY AS A RETAIL PLANT NURSERY. iii.THE SALE OF LARGE POWER EQUIPMENT SUCH AS LAWN MOWERS, TRACTORS, AND THE LIKE SHALL NOT BE PERMITTED IN ASSOCIATION WITH A RETAIL PLANT NURSERY IN THE RURAL AGRICULTURAL DISTRICT. 21.ASPHALTIC AND CONCRETE BATCH MAKING PLANTS SUBJECT TO THE FOLLOWING CONDITIONS: i.ASPHALTIC OR CONCRETE BATCH MAKING PLANTS MAY BE PERMITTED WITHIN THE AREA DESIGNATED AGRICULTURAL ON THE FUTURE LAND USE MAP OF THE FUTURE LAND USE ELEMENT OF THE GROWTH MANAGEMENT PLAN. ii.THE MINIMUM SITE AREA SHALL NOT BE LESS THAN TEN ACRES. iii.PRINCIPAL ACCESS SHALL BE FROM A STREET DESIGNATED COLLECTOR OR HIGHER CLASSIFICATION. iv.RAW MATERIALS STORAGE, PLANT LOCATION AND GENERAL OPERATIONS AROUND THE PLANT SHALL NOT BE LOCATED OR CONDUCTED WITHIN 100 FEET OF ANY EXTERIOR BOUNDARY. v.THE HEIGHT OF RAW MATERIAL STORAGE FACILITIES SHALL NOT EXCEED A HEIGHT OF FIFTY (50) FEET. vi.HOURS OF OPERATION SHALL BE LIMITED TO TWO (2) HOURS BEFORE SUNRISE TO SUNSET. vii.THE MINIMUM SETBACK FROM THE PRINCIPAL ROAD FRONTAGE SHALL BE 150 FEET FOR OPERATIONAL FACILITIES AND SEVENTY-FIVE (75) FEET FOR SUPPORTING ADMINISTRATIVE OFFICES AND ASSOCIATED PARKING. viii.AN EARTHEN BERM ACHIEVING A VERTICAL HEIGHT OF EIGHT FEET OR EQUIVALENT VEGETATIVE SCREEN WITH EIGHTY (80) PERCENT OPACITY ONE (1) YEAR AFTER ISSUANCE OF CERTIFICATE OF OCCUPANCY SHALL BE CONSTRUCTED OR CREATED AROUND THE ENTIRE PERIMETER OF THE PROPERTY. ix.THE PLANT SHOULD NOT BE LOCATED WITHIN THE GREENLINE AREA OF CONCERN FOR THE FLORIDA STATE PARK SYSTEM AS ESTABLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP): WITHIN THE AREA OF CRITICAL STATE CONCERN AS DEPICTED ON THE FUTURE LAND USE MAP GMP; WITHIN 1,000 FEET OF A NATURAL RESERVATION; OR WITHIN ANY COUNTY, STATE OR FEDERAL JURISDICTIONAL WETLAND AREA. 22.CULTURAL, ECOLOGICAL, OR RECREATIONAL FACILITIES THAT PROVIDE OPPORTUNITIES FOR EDUCATIONAL EXPERIENCE, ECO-TOURISM OR AGRI-TOURISM AND THEIR RELATED MODES OF TRANSPORTING PARTICIPANTS, VIEWERS OR PATRONS WHERE APPLICABLE, SUBJECT TO ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS. TOUR OPERATIONS, SUCH AS, BUT NOT LIMITED TO AIRBOATS, SWAMP BUGGIES, HORSES AND SIMILAR MODES OF TRANSPORTATION, SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: i.PERMITS OR LETTERS OF EXEMPTION FROM THE U.S. ARMY CORPS OF ENGINEERS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT SHALL BE PRESENTED TO THE PLANNING SERVICES DIRECTOR PRIOR TO SITE DEVELOPMENT PLAN APPROVAL. ii.THE PETITIONER SHALL POST THE PROPERTY ALONG THE ENTIRE PROPERTY LINE WITH NO TRESPASSING SIGNS APPROXIMATELY EVERY 300 YARDS. iii.THE PETITIONER SHALL UTILIZE ONLY TRAILS IDENTIFIED AND APPROVED ON THE SITE DEVELOPMENT PLAN. ANY EXISTING TRAILS SHALL BE UTILIZED BEFORE THE ESTABLISHMENT OF NEW TRAILS. iv.MOTOR VEHICLES SHALL BE EQUIPPED WITH ENGINES WHICH INCLUDE SPARK ARRESTORS AND MUFFLERS DESIGNED TO REDUCE NOISE. v.THE MAXIMUM SIZE OF ANY VEHICLE, THE NUMBER OF VEHICLES, AND THE PASSENGER CAPACITY OF ANY VEHICLE SHALL BE DETERMINED BY THE BOARD OF ZONING APPEALS DURING THE CONDITIONAL USE PROCESS. vi.MOTOR VEHICLES SHALL BE PERMITTED TO OPERATE DURING DAYLIGHT HOURS WHICH MEANS, ONE HOUR AFTER SUNRISE TO ONE HOUR BEFORE SUNSET. vii.MOLESTATION OF WILDLIFE, INCLUDING FEEDING, SHALL BE PROHIBITED. viii.VEHICLES SHALL COMPLY WITH STATE AND UNITED STATES COAST GUARD REGULATIONS, IF APPLICABLE. ix.THE BOARD OF ZONING APPEALS SHALL REVIEW SUCH A CONDITIONAL USE FOR TOUR OPERATIONS, ANNUALLY. IF DURING THE REVIEW, AT AN ADVERTISED PUBLIC HEARING, IT IS DETERMINED BY THE BOARD OF ZONING APPEALS THAT THE TOUR OPERATION IS DETRIMENTAL TO THE ENVIRONMENT, AND NO ADEQUATE CORRECTIVE ACTION HAS BEEN TAKEN BY THE PETITIONER, THE BOARD OF ZONING APPEALS MAY RESCIND THE CONDITIONAL USE. 23.AGRICULTURAL ACTIVITIES ON PARCELS LESS THAN 20 ACRES IN SIZE: i.ANIMAL BREEDING, RAISING, TRAINING, STABLING, OR KENNELING. ii.DAIRYING; iii.LIVESTOCK RAISING; iv.MILK PRODUCTION; v.POULTRY AND EGG PRODUCTION; AND vi.RANCHING. 24.THE COMMERCIAL PRODUCTION, RAISING OR BREEDING OF EXOTIC ANIMALS, OTHER THAN ANIMALS TYPICALLY USED FOR AGRICULTURAL PURPOSES OR PRODUCTION, SUBJECT TO THE FOLLOWING STANDARDS: i.MINIMUM 20 ACRE PARCEL SIZE. ii.ANY ROOFED STRUCTURE USED FOR THE SHELTER AND/OR FEEDING OF SUCH ANIMALS SHALL BE LOCATED A MINIMUM OF 100 FEET FROM ANY LOT LINE. 25.ESSENTIAL SERVICES, AS SET FORTH IN SUBSECTION 2.01.03 G. 26.MODEL HOMES AND MODEL SALES CENTERS, SUBJECT TO COMPLIANCE WITH ALL OTHER LDC REQUIREMENTS, TO INCLUDE BUT NOT LIMITED TO SECTION 5.04.04. 27.ANCILLARY PLANTS. Page 3123 of 9661 S.R.29( P U B L I C / F DO T R .O .W . )IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL BUILDINGS TO REMAIN (TYP) EXISTING FARM RESERVOIR PROPERTY BOUNDARY ZONING: A-MHO LAND USE: COLLIER COUNTY SOLID & HAZARDOUS WASTE ZONING: A-MHO LAND USE: RESIDENTIAL ZONING: A-MHO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR ZONING: A-MHO RLSAO-ACSC/ST LAND USE: UNDEVELOPED PROPERTY BOUNDARY EXISTING 200' COLLIER COUNTY R.O.W. EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W.RURAL LANDSTEWARDSHIP AREAIMMOKALEEURBAN AREAPROPERTY BOUNDARY IWIW IW IW IW IW IW IW IW IW IW IW IW IW IWIWIW IWIW IW IW IW IW IW IW IWIW IW 214 214 224 241 241 241 241 740 740 618E4 8145 500 618E4 740 740 224 EXISTING IRRIGATION WELL TO REMAIN (TYP) EXISTING IRRIGATION WELL TO REMAIN (TYP) EXISTING IRRIGATION WELL TO REMAIN (TYP) EXISTING IRRIGATION WELL TO REMAIN (TYP) EXISTING IRRIGATION WELL TO REMAIN (TYP) EXISTING 12" IRRIGATION WELL TO BE ABANDONED TO 80 FOOT TOTAL DEPTH (TYP) EXISTING 12" IRRIGATION WELL TO BE ABANDONED TO 100 FOOT TOTAL DEPTH (TYP) SILVER STRAND MINE AERIAL, CLEARING LIMITS, AND FLUCCS MAP SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 600' N.T.S. P-SS03-001-001-C03-003PL.dwg P-SS03-001-001-C03 C-003 03 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 150'300'600'1200'1800' Bar Scale: 1" = 600' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: 1.PRIOR TO 1984, THE ENTIRE SITE WAS CLEARED OF NATIVE VEGETATION TO SUPPORT THE AGRICULTURAL OPERATIONS. THE VEGETATION THAT IS PRESENT ON THE SITE WAS PLANTED IN ROWS AS A PART OF AGRICULTURAL OPERATIONS (CITRUS, ROW CROPS, TREE NURSERY, ETC.), OR RECRUITED ON TOP OF BERMS OR IN DITCHES THAT WERE CREATED DURING THE INITIAL CLEARING AND EARTHMOVING CONDUCTED TO CREATE THE AGRICULTURAL OPERATIONS. BECAUSE THE TREES PRESENT AT THE PROJECT SITE HAVE BEEN PLANTED AS A PART OF AGRICULTURAL ACTIVITIES, PRESERVATION OF TREES IN ACCORDANCE WITH LDC SECTION 3.05.07.A.2 IS NOT REQUIRED. AS A RESULT, NO NATIVE VEGETATION PRESERVATION IS REQUIRED OR PROPOSED FOR THIS PROJECT. 2.CONTRACTOR SHALL EMPLOY METHODS IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES" AND REFERENCE NDPES DISCHARGE CONTROL PLAN AND DETAILS TO PREVENT EROSION. 3.ALL PROHIBITED EXOTIC VEGETATION (CATEGORY I AND II EXOTICS AS DEFINED BY THE FLORIDA EXOTIC PEST PLANT COUNCIL (FEPPC)) SHALL BE REMOVED WITHIN FROM THE CONDITIONAL USE BOUNDARY. (LDC 3.05.08) 4.THE CONTRACTOR'S COST OF CLEARING AND SITE PREPARATION SHALL INCLUDE THE COST TO REMOVE AND DISPOSE OF EXISTING IRRIGATION, LANDSCAPE FABRIC, FENCING, STORM SEWER, ETC. 5.ALL EXISTING WELLS WITHIN THE CONDITIONAL USE / PROJECT BOUNDARY ARE TO BE ABANDONED AS A PART OF THE COST OF THE CLEARING / SITE PREPARATION. CLEARING NOTES COLLIER COUNTY PROPERTY APPRAISERAERIAL PHOTOGRAPHY COPYRIGHT OF2022SCALE:1" = 600'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/5/2025 11:18:18 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:02:58 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-003PL.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: TABLES FLUCCS TABLE FLUCCS CODE DESCRIPTION AREA (AC) 214 ROW CROP 180.7 224 ABANDONED GROVES 44.0 241 TREE NURSERIES 108.1 500 WATER 0.3 740 DISTURBED LANDS 21.0 618E4 WILLOW AND ELDERBERRY, EXOTICS GREATER THAN 75%2.0 8145 GRADED AND DRAINED 1.9 TOTAL 357.9 AREA TO BE CLEARED (357.9 AC.) EXISTING FARM RESERVOIR DESIGNATED AS WRA WITHIN RLSA BOUNDARY EXISTING FARM RESERVOIR WITHIN IMMOKALEE URBAN BOUNDARY LEGEND Page 3124 of 9661 LAKE # 1 AWSWT = 23.0 FT-NAVD (AREA @ AWSWT = 204.1 AC.)S.R.29( P U B L I C / F DO T R .O .W . )IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL BUILDINGS TO REMAIN (TYP) EXISTING FARM RESERVOIR MINE OFFICE AND SCALE HOUSE (REF. SHEET C-125 FOR DETAILS) WHEEL WASH AREA STABILIZED ACCESS ROAD (TYP) LITTORAL SHELF PLANTING AREA PROPERTY BOUNDARY 15' MINE MAINTENANCE ROAD 15' MINE MAINTENANCE ROAD ZONING: A-MHO LAND USE: COLLIER COUNTY SOLID & HAZARDOUS WASTE ZONING: A-MHO LAND USE: RESIDENTIAL UNDEVELOPED ZONING: GARDEN WALK VILLAGE PUD LAND USE: UNDEVELOPED ZONING: A-MHO LAND USE: RESIDENTIALZONING: A-MHO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING 200' FDOT R.O.W. ZONING: A-MHO RLSAO-ACSC/ST LAND USE: UNDEVELOPED PROPERTY BOUNDARY EXISTING 200' COLLIER COUNTY R.O.W. EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W.RURAL LANDSTEWARDSHIP AREAIMMOKALEEURBAN AREAASPHALT ACCESS ROAD PROPERTY BOUNDARY FRONT SETBACK 50' (REQD) 3586' (PROV)SIDE SETBACK30' (REQD)8829' (PROV)SIDE SETBACK30' (REQD )1918' (PROV ) REAR SETBACK 50' (REQD) 11452' (PROV) PROPOSED 20' TYPE 'C' LANDSCAPE BUFFER PROPOSED TURNLANES IN CAMP KEAIS ROAD R.O.W. REFERENCE SHEET C-005 FOR CONCEPTUAL DIMENSIONS MANUAL ACCESS CONTROL GATES ON ROADWAY AND FENCE 27 26 34 35 22 23 27 26 23 24 26 25 24 19 25 30 14 13 23 24 15 14 22 23 9 10 16 15 10 11 15 14 12 7 13 18 21 28 27 11 12 14 13 28 27 33 34 13 18 24 19 16 15 21 22 SECTION NUMBER (TYP) SECTION CORNER (TYP) SECTION LINE (TYP) SECTION LINE (TYP) SILVER STRAND MINE ZONING DATA SHEET AND TABLES SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 800' N.T.S. P-SS03-001-001-C03-004LP.dwg P-SS03-001-001-C03 C-004 04 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 200'400'800'1600'2400' Bar Scale: 1" = 800' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: TABLES SCALE:1" = 800'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/8/2025 4:55:31 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:03:37 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-004LP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: PARKING SUMMARY PARKING REQUIREMENTS TYPE RATIO FLOOR AREA SPACES REQUIRED OFFICE / SCALE HOUSE 1 SPACE PER 300 SF 650 2 TOTAL 650 2 PARKING PROVIDED REGULAR ACCESSIBLE TOTAL 4 1 5 SETBACK TABLE DESCRIPTION REQUIRED PROVIDED FRONT YARD (WEST)50'3,586' SIDE YARD (SOUTH)30'1,918' SIDE YARD (NORTH)30'8,829' REAR YARD (EAST)50'11,452' 1. REQUIRED SETBACKS ARE FOR THE BASE AGRICULTURAL ZONING DISTRICT IN LDC 4.02.01 EXISTING FARM RESERVOIR DESIGNATED AS WRA WITHIN RLSA BOUNDARY EXISTING FARM RESERVOIR WITHIN IMMOKALEE URBAN BOUNDARY LEGEND Page 3125 of 9661 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X A 301 B 301 D 301 R50' R75' R75' R50' C 301 WHEEL WASH AREA (SEE SHEET C-121 FOR DETAILS)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W. 3'x4' WILDLIFE WARNING SIGN (SEE DETAIL) IN ENGLISH 3'x4' WILDLIFE WARNING SIGN (SEE DETAIL) IN SPANISH 30' ASPHALT ACCESS ROAD 30' STABILIZED ACCESS ROAD EXISTING 80' COLLIER COUNTY R.O.W.720'± LANE SHIFT50' TAPER410' RIGHT TURN LANE12' TRAVEL LANE 12' RIGHT TURN LANE 12' TRAVEL LANE 410' LANE SHIFT12' TRAVEL LANE 12' LEFT TURN LANE 12' TRAVEL LANE 60' QUEUE 410 LEFT TURN LANE50'TAPER60' QUEUE LIGHT POLE AT ACCESS POINT (BY OTHERS) 1 12' TRAVEL LANE12' TRAVEL LANE 6'± (SOD) PAVED SHOULDER (SEE NOTE) 5'± (SOD) 12' TRAVEL LANE12' TRAVEL LANE 8'± (SOD) 4' PAVED SHOULDER 8'± (SOD) 1 4 1 4 A SCALE: 1" = 10' SECTION 12' TRAVEL LANE 4' PAVED SHOULDER 7'± (SOD) 12' LEFT TURN LANE 1 41 4 1 7.5 12' TRAVEL LANE 6'± (SOD)12' GORE MARKING 12' TRAVEL LANE 1 4 B SCALE: 1" = 10' SECTION C SCALE: 1" = 10' SECTION 12' TRAVEL LANE12' TRAVEL LANE PAVED SHOULDER (SEE NOTE) GRASS SHOULDER (SEE NOTE) 8'± (SOD) PAVED SHOULDER (SEE NOTE) 7'± (SOD) 1 4 1 4 D SCALE: 1" = 10' SECTION GRASS SHOULDER (SEE NOTE) 4' PAVED SHOULDER 4' (GRASS SHOULDER) 4' (GRASS SHOULDER) 4' PAVED SHOULDER 4' (GRASS SHOULDER) PAVED SHOULDER (SEE NOTE) GRASS SHOULDER (SEE NOTE) 4' (GRASS SHOULDER) GRASS SHOULDER (SEE NOTE) EXISTING 80' COLLIER COUNTY R.O.W.EXISTING COLLIER COUNTY R.O.W.SILVER STRAND EXISTING 80' COLLIER COUNTY R.O.W.EXISTING COLLIER COUNTY R.O.W.SILVER STRAND EXISTING 80' COLLIER COUNTY R.O.W.EXISTING COLLIER COUNTY R.O.W.SILVER STRAND EXISTING 80' COLLIER COUNTY R.O.W.BARRON COLLIER PARTNERSHIP LLLP SILVER STRAND R.O.W R.O.W R.O.WR.O.W R.O.W R.O.W R.O.WR.O.W 2%2%6%6%6%6% 2%6%6%2%2%6%6%2% 2%6%6%2%2%6%6% 2%2%6%6%6%6% AWSWT = 21.5 FT-NAVD AWSWT = 21.5 FT-NAVD AWSWT = 21.5 FT-NAVD EXISTING WETLANDS TO REMAIN NOTE: PAVED AND GRASS SHOULDER WILL BE TAPERED FROM THE PROPOSED IMPROVEMENTS TO THE EXISTING (I.E. WITHOUT SHOULDER) CONDITION. NOTE: PAVED AND GRASS SHOULDER WILL BE TAPERED FROM THE PROPOSED IMPROVEMENTS TO THE EXISTING (I.E. WITHOUT SHOULDER) CONDITION. TEMPORARY DRAINAGE EASEMENT (WIDTH VARIES) TEMPORARY DRAINAGE EASEMENT (WIDTH VARIES) SILVER STRAND MINE OFFSITE IMPROVEMENT PLAN SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 100' N.T.S. P-SS03-001-001-C03-005LP.dwg P-SS03-001-001-C03 C-005 05 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 25'50'100'200'300' Bar Scale: 1" = 100' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: 1 REVISED PER COLLIER COUNTY EXCAVATION PERMIT COMMENTS DATED 6/25/25 07/02/25SCALE:1" = 100'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 7/3/2025 9:58:58 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:04:13 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-005LP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: 1.THE CONCEPTUAL IMPROVEMENTS WITHIN CAMP KEAIS ROAD R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.S. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 2.THE APPLICANT'S REQUIREMENTS TO PROVIDE COMPENSATING RIGHT-OF-WAY HAS BEEN ADDRESSED IN THE DEVELOPER CONTRIBUTION AGREEMENT BETWEEN THE LANDOWNER AND COLLIER COUNTY FOR THE BUILDOUT CONDITION OF THE ROAD NETWORK. THERE WILL NOT BE A REQUIREMENT TO PROVIDE COMPENSATING RIGHT-OF-WAY SPECIFICALLY FOR THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS PROJECT. 3.SITE LIGHTING WILL BE REQUIRED AT THE POINT OF ACCESS TO THE COUNTY ROAD SYSTEM. THE SITE LIGHTING DESIGN WILL BE REVIEW AND APPROVED BY COLLIER COUNTY AT THE TIME OF THE CONSTRUCTION PLAN AND APPROVAL BY COLLIER COUNTY (R.O.W. PERMITS, SDP, CNSRT, ETC.). 4.THE DIMENSIONS PROVIDED IN THE PLAN FOR THE TURNLANES AND ACCESS POINT ARE CONCEPTUAL IN NATURE AND MAY BE MODIFIED AT THE TIME OF REVIEW BY COLLIER COUNTY FOR THE RIGHT-OF-WAY OR CONSTRUCTION PLAN PERMITTING. THE TURNLANES WILL BE REVIEWED BY SFWMD AS AN EXEMPT ACTIVITY OR FOR AN ENVIRONMENTAL RESOURCE PERMIT (I.E. NOT PART OF THE FDEP ERP FOR SILVER STRAND MINE). 5.SIGNING AND MARKING FOR THE PROPOSED DRIVEWAY CONNECTION AND TURNLANES WILL BE REVIEWED AND APPROVED AS PART OF THE COLLIER COUNTY R.O.W. PERMIT APPLICATION. 6.RELOCATION OF THE ROADSIDE SWALES INTO THE SILVER STRAND PROPERTY WILL REQUIRE TEMPORARY DRAINAGE EASEMENTS BE GRANTED TO COLLIER COUNTY. THE TEMPORARY DRAINAGE EASEMENTS WILL BE VACATED UPON COMPLETION OF THE ULTIMATE IMPROVEMENTS IN THE CAMP KEAIS ROAD R.O.W. 7.A DEVIATION WILL BE REQUIRED TO BE APPROVED BY COLLIER COUNTY FOR OVERSIZED DRIVEWAY RADII. 8.THE ROADWAY GEOMETRY AND LANE TRANSITIONS SHOWN IN THIS PLAN ARE CONCEPTUAL AND ARE BASED ON PRELIMINARY ESTIMATES OF DESIGN SPEED AND THE LOCATIONS OF EXISTING WETLANDS THAT WILL CONTRAIN THE ROADWAY DESIGN. THE FINAL CONFIGURATION OF THE ROADWAY GEOMETRY WILL BE REVIEWED AND APPROVED BY COLLIER COUNTY AS A PART OF THE RIGHT OF WAY PERMIT APPLICATION. CAMP KEAIS ROAD ACCESS IMPROVEMENT NOTES ESTA MINA SE ENCUENTRA EN EL HÁBITAT DE PANTERAS Y OSOS POR FAVOR, CONDUZCA CON PRECAUCIÓN Y RESPETE LOS LÍMITES DE VELOCIDAD AL RECOGER Y ENTREGAR CARGAS ADVERTENCIA SIGN LEGEND THIS MINE IS LOCATED IN PANTHER AND BEAR HABITAT PLEASE DRIVE CAUTIOUSLY AND OBEY ALL POSTED SPEED LIMITS WHEN PICKING UP AND DELIVERING LOADS WARNING WILDLIFE WARNING SIGN (ENGLISH) 3'x4' WILDLIFE WARNING SIGN (SPANISH) 3'x4' 1 1 1 Page 3126 of 9661 LITTORAL SHELF PLANTING AREA SIGN (TYP) LITTORAL PLANTING SHELF (627,099 SF) LAKE # 1 AWSWT = 23.0 FT-NAVD (AREA @ AWSWT = 204.1 AC.) S . R .29( P U B L I C / F DO T R .O .W . )IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL BUILDINGS TO REMAIN (TYP) EXISTING FARM RESERVOIR PROPERTY BOUNDARY ZONING: A-MHO LAND USE: COLLIER COUNTY SOLID & HAZARDOUS WASTE ZONING: A-MHO LAND USE: RESIDENTIAL ZONING: A-MHOLAND USE:AGRICULTURALZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR ZONING: A-MHO RLSAO-ACSC/ST LAND USE: UNDEVELOPED PROPERTY BOUNDARY EXISTING FARM RESERVOIR RURAL LANDSTEWARDSHIP AREAIMMOKALEEURBAN AREAIMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) PROPERTY BOUNDARY SILVER STRAND MINE EXCAVATION FILLING AND STOCKPILE PLAN SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 1000' N.T.S. P-SS03-001-001-C03-006LP.dwg P-SS03-001-001-C03 C-006 06 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 250'500'1000'2000'3000' Bar Scale: 1" = 1000' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: 1 REVISED PER COLLIER COUNTY EXCAVATION PERMIT COMMENTS DATED 6/25/25 07/02/25 COLLIER COUNTY PROPERTY APPRAISERAERIAL PHOTOGRAPHY COPYRIGHT OF2024SCALE:1" = 1000'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 7/2/2025 11:30:28 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:04:49 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-006LP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: TYPICAL LAKE SECTION W/ LITTORAL SHELF PLANTING AREA (LSPA) N.T.S.4' (MAX.)N.T.S. NOTES: 1.THE BOUNDARY OF THE LSPA SHALL BE POSTED WITH APPROPRIATE SIGNAGE DENOTING THE AREA AS AN LSPA. SIGN(S) SHOULD NOTE THAT THE POSTED AREA IS A LITTORAL SHELF PLANTING AREA THAT PROVIDES ECOLOGICAL BENEFITS TO THE AREA AND CONTAINS SPECIFIC INSTRUCTIONS TO ENSURE THAT THE PLANTED AREA WILL NOT BE SUBJECTED TO TYPICAL LANDSCAPE MAINTENANCE PRACTICES (I.E.) MOWING OR CHEMICAL TREATMENT EXCEPT AS ALLOWED IN OPERATIONAL REQUIREMENTS. 2.SIGNS SHALL BE PLACED OUTSIDE THE MAINTENANCE EASEMENT NEAR EDGE OF WATER (CONTROL). 3.A MINIMUM OF TWO SIGNS SHALL BE PROVIDED TO MARK THE EXTENT OF THE LSPA. 4.MAXIMUM SIGN SPACING SHALL BE 150 FEET. 5.SIGN SHALL COMPLY WITH COLLIER COUNTY LAND DEVELOPMENT CODE SECTION 5.06.03 PER COLLIER COUNTY LDC SECTION 3.05.10, THE PURPOSE AND INTENT OF A LITTORAL SHELF PLANTING AREA (LSPA) IS TO ESTABLISH A PLANTED AREA WITHIN AN EXCAVATED LAKE THAT WILL SUPPORT WETLAND PLANTS, IMPROVES WATER QUALITY WITHIN THE LAKE AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND OTHER WATERFOWL. CONTAINED WITHIN AN EXCAVATED LAKE, THIS AREA WILL TYPICALLY FUNCTION AS A FRESHWATER MARSH. ACCORDINGLY, THE FOLLOWING REQUIREMENTS HAVE BEEN ESTABLISHED IN ORDER FOR THE LSPA TO BE DESIGNED AND MAINTAINED TO ACCOMPLISH THIS STATED PURPOSE AND FUNCTION. AREA REQUIREMENTS: THE TOTAL AREA OF THE LSPA SHALL BE CALCULATED AS A PERCENTAGE OF THE TOTAL AREA OF THE LAKE AT CONTROL ELEVATION. AREA REQUIREMENTS VARY WITHIN THE COUNTY AND ARE AS FOLLOWS: RURAL FRINGE MIXED USE DISTRICT - 30 PERCENT ALL OTHER AREAS - 7 PERCENT LOCATION CRITERIA: UNLESS OTHERWISE ALLOWED FOR, THE LSPA SHALL BE CONCENTRATED IN ONE LOCATION OF THE LAKE(S), PREFERABLY ADJACENT TO A PRESERVE AREA, IN ORDER TO MAXIMIZE ITS HABITAT VALUE AND MINIMIZE MAINTENANCE EFFORTS. MULTIPLE LOCATIONS FOR MEETING THE LSPA AREA REQUIREMENT WITHIN A SINGLE LAKE SHALL BE ALLOWED AS LONG AS A SINGLE LSPA IS NO SMALLER THAN 1,000 SQUARE FEET. WHENEVER POSSIBLE, THE LSPA SHOULD BE LOCATED AWAY FROM RESIDENTIAL LOTS IN ORDER TO AVOID MAINTENANCE AND AESTHETIC CONFLICTS WITH RESIDENTIAL USERS, AND THE LSPA SHOULD BE LOCATED ADJACENT TO CONTROL STRUCTURES OR PIPE OUTLETS OR INLETS IN ORDER TO MAXIMIZE WATER QUALITY BENEFITS. HOWEVER, THE LSPA SHALL BE LOCATED NO CLOSER THAN 20 FEET FROM ANY DISCHARGE STRUCTURE OR PIPE INTAKE SO AS TO NOT IMPEDE FLOW. IF THE LSPA IS LOCATED AROUND A DISCHARGE STRUCTURE, THE 20-FOOT SETBACK SHALL EXTEND WATERWARD OF THE DISCHARGE STRUCTURE TO A POINT IN THE CENTER OF THE LAKE. FOR INTERCONNECTED LAKE SYSTEMS, THE TOTAL REQUIRED AREA OF THE LSPA FOR ALL LAKES MAY BE CONFIGURED WITHIN A SINGLE LAKE AND AT ONE LOCATION. SHELF ELEVATION: THE DESIGN ELEVATION(S) OF THE LSPA SHALL BE DETERMINED BASED ON THE ABILITY OF THE LSPA TO FUNCTION AS A MARSH COMMUNITY AND ON THE ABILITY OF SELECTED PLANTS TO TOLERATE THE EXPECTED RANGE OF WATER LEVEL FLUCTUATIONS. GENERALLY, MARSH COMMUNITIES IN THIS AREA HAVE A HYDROPERIOD OF BETWEEN 6 AND 10 MONTHS. WET SEASONAL WATER LEVELS RANGE FROM 12 TO 24 INCHES ABOVE GROUND ELEVATION. DRY SEASONAL WATER LEVELS ARE 60 INCHES BELOW GROUND ELEVATION FOR AN AVERAGE YEAR AND 72 INCHES BELOW GROUND ELEVATION FOR A 1 IN 10 YEAR DROUGHT. THE DESIGN OF THE SHELF MAY DEVIATE FROM THOSE REFERENCE VALUES IF SITE-SPECIFIC DATA AND INFORMATION IS PRESENTED THAT SUPPORTS THE PROPOSED ELEVATIONS. SHELF CONFIGURATION: THE LSPA SHALL BE DESIGNED SO THAT THE SLOPE OF THE SHELF IS AS FLAT AS POSSIBLE. AN UNDULATING BOTTOM ALLOWING FOR SHALLOW POOLING DURING THE DRY SEASON IS ENCOURAGED. SHELVES MAY BE TERRACED TO PROVIDE FOR VARYING ELEVATIONS FOR DIFFERENT PLANT SPECIES. THE AREA REQUIREMENT SPECIFIED PREVIOUSLY SHALL ONLY BE SATISFIED BY THOSE AREAS PLANTED ON A SHELF THAT HAS AN AVERAGE SLOPE OF 8:1 OR FLATTER. SHELVES HAVING UNDULATING BOTTOMS AND TERRACED CONFIGURATIONS SHALL BE DEEMED TO MEET THE SLOPE REQUIREMENTS IF THE AVERAGE SLOPE ACROSS THE SHELF IS 8:1 OR FLATTER. PLANT SELECTION AND SPECIFICATIONS: PLANTS SHALL BE SELECTED BASED ON THE EXPECTED FLOODING DURATIONS, MAXIMUM WATER DEPTHS, AND EXPECTED SALINITY CONCENTRATIONS FOR WHICH THE SELECTED PLANTS CAN SURVIVE. THE LSPA SHALL BE INITIALLY PLANTED WITH AT LEAST THREE DIFFERENT SPECIES OF NATIVE, NURSERY GROWN OR OTHERWISE LEGALLY OBTAINED VEGETATION. NO SPECIES SHALL CONSTITUTE MORE THAN 50 PERCENT OF COVERAGE, AND AT LEAST ONE SPECIES SHALL BE HERBACEOUS. SPACING SHALL BE NO MORE THAN: 20 FEET FOR TREES; 5 FEET FOR SHRUBS; AND 36 INCHES ON CENTER FOR HERBACEOUS PLANTS. AT THE TIME OF PLANTING, MINIMUM SIZE SHALL BE: 3 GALLON (MINIMUM 4 FEET HIGH) FOR TREES; 1 GALLON FOR SHRUBS AND 12 INCHES FOR HERBACEOUS PLANTS. CLUSTERING OF PLANTS SHALL BE ALLOWED TO PROVIDE FOR SCATTERED OPEN AREAS AS LONG AS THE OPEN AREAS DO NOT CONSTITUTE MORE THAN 20 PERCENT OF THE REQUIRED SHELF AREA AND THE ELEVATIONS OF THE OPEN AREAS AREA AT LEAST A FOOT DEEPER THAN THE SURROUNDING PLANTED AREA. OPERATIONAL REQUIREMENTS: EIGHTY PERCENT VEGETATIVE COVERAGE OF THE LSPA IS REQUIRED WITHIN A TWO-YEAR PERIOD FOLLOWING THE INITIAL PLANTING AND SHALL BE MAINTAINED IN PERPETUITY. NATIVE PLANTS THAT RECRUIT WITH THE LSPA WILL BE COUNTED TOWARDS THIS COVERAGE REQUIREMENT EXCEPT AS REQUIRED PER SECTION 3.05.10B.2 THE LSPA MUST BE KEPT FREE OF REFUSE AND DEBRIS. PROHIBITED EXOTICS AND NUISANCE SPECIES SHALL BE REMOVED AS THEY OCCUR, MANUALLY OR THEY MAY BE SPOT-TREATED WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES. PROHIBITED EXOTICS ARE THOSE SPECIES AS LISTED IN SECTION 3.05.08 OF THE LDC. FOR THE PURPOSE OF THIS SECTION, NUISANCE SPECIES INCLUDE THOSE SPECIES LISTED AS CLASS I AND CLASS II PROHIBITED AQUATIC PLANTS SPECIFIED IN CHAPTER 62C-52.011, FLORIDA ADMINISTRATIVE CODE. CATTAILS SHALL BE REMOVED MANUALLY OR WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES WHEN THEY EXCEED TEN PERCENT COVERAGE OF THE REQUIRED LSPA AREA.58' (MAX)12' (MIN)1 2 VARIES SEED AND MULCH 20' MAINTENANCE EASEMENT VARIES 8 1 TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 24.00 FT-NAVD BOTTOM OF LAKE ELEV. = (-) 35.00 FT-NAVD (MAX) WIDTH VARIES IF ROCK, HOMOGENOUS TO THE BOTTOM OF THE EXCAVATION, IS ENCOUNTERED AT ANY ELEVATION ABOVE THE BREAKPOINT, THEN THE REMAINING SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN 0.5 TO ONE. IF SAID HOMOGENOUS ROCK IS ENCOUNTERED BELOW THE BREAKPOINT, THEN THE SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN TWO TO ONE TO THE ROCK ELEVATION, AND NO STEEPER THAN 0.5 TO ONE FROM THE ROCK ELEVATION TO TEN FEET BELOW THE CONTROL ELEVATION. 4 1 8:1 MIN SHELF SHALL BE CONSTRUCTED FOR DESIGNATED LITTORAL PLANTING AREA (SEE PLAN FOR LOCATIONS) NOTE: PER COLLIER COUNTY LDC, SECTION 3.05.10, ALL LITTORAL ZONES MUST HAVE A MINIMUM 20' SEPARATION FROM ANY DRAINAGE STRUCTURE "DESIGNATED LITTORAL SHELF PLANTING AREA. THIS WETLAND PLANTING SERVES TO IMPROVE LAKE WATER QUALITY AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND WATERFOWL. THE PLANTING AREA IS NOT TO BE DISTURBED AND IS NOT TO BE SUBJECTED TO HERBICIDAL TREATMENTS OR OTHER ACTIVITIES THAT WILL NEGATIVELY IMPACT THE VEGETATION." 2 SF MAXIMUM SIGN AREA (REF. NOTE 1 FOR INFORMATION TO BE INCLUDED ON SIGN) FINISHED GRADE LITTORAL SHELF PLANTING AREA SIGN DETAIL AWSWT ELEV. = 23.00 FT-NAVD 5'±5'±SUGGESTED WETLAND SPECIES PLANTING LIST* FLOODING DURATION (MONTHS) ** MAXIMUM WATER DEPTH (FEET) ** SCIENTIFIC NAME COMMON NAME PLANTING ZONE (D)Button Bush Cephalanthus occidentalis Shallow Red Maple Acer rubrum Florida Gamagrass Tripsacum floridanum (C) Rushes Juncus spp. Mid Blue Flag Iris virginica Canna Lilies Canna spp. Pond Apple Annona glabra Cypresses Taxodium spp. (B)Pickerelweeds Pontederia spp. Mid-Deep Sawgrass Cladium jamaicense Spikerushes Eleocharis spp. Arrowheads Sagittaria spp. Jointed Flat Sedge Cyperus articulatus Cypresses Taxodium spp. (A)Cypresses Taxodium spp. Deep Giant Bullrush Schoenoplectus spp. 0' - 1' 1' - 2' 2' - 3' > 3' 0 - 2 1 - 3 3 - 6 6 - 9 * PLANTED SPECIES MAY DEVIATE FROM THOSE LISTED DEPENDING UPON SITE CONDITIONS AND AVAILABILITY OF STOCK. ** WATER DEPTH AND DURATION PER COLLIER COUNTY LSPA DESIGN GUIDELINES. Swamp Lily Crinum americanum Pop Ash Fravinus caroliniana Cordgrass Spartina spp. Giant Bullrush Schoenoplectus spp. Cordgrass Spartina spp. Muhly Grass Muhlenbergia capillaris ESTIMATED PLANTING ELEVATIONS PLANTING ZONE ELEVATION A 3.0' OR GREATER BELOW CONTROL ELEVATION B 2' TO 3' BELOW CONTROL ELEVATION C 1' TO 2' BELOW CONTROL ELEVATION D 0' TO 1' BELOW CONTROL ELEVATION ESTIMATED DURATION OF INUNDATION ELEVATION DURATION 3' OR GREATER BELOW CONTROL 6 TO 11 MONTHS 2' - 3' BELOW CONTROL 3 TO 7 MONTHS 1' - 2' BELOW CONTROL 1 TO 4 MONTHS CONTROL TO 1 BELOW CONTROL 0.5 TO 2 MONTHS58' (MAX)12' (MIN)5'±1 2 VARIES SEED AND MULCH 20' MAINTENANCE EASEMENT VARIES N.T.S. TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 24.00 FT-NAVD BOTTOM OF LAKE ELEV. = (-) 35.00 FT-NAVD (MAX)5'±AWSWT ELEV. = 23.00 FT-NAVD LOW WATER ELEV. = 18.00 BREAK POINT ELEV. = 13.00 TYPICAL LAKE SECTION STOCKPILE DETAIL MATERIALSTOCKPILE2:1 MAX. 1 XX XXXXXXXXXXXXXX EXISTING GROUND ELEVATION ADJACENT FINISHED GRADE FENCE (REF. STOCKPILE NOTES) 1 30' MAX.EXISTING GROUND XXXXXXXXXXXXXXXX FENCE (REF.STOCKPILE NOTES) 2:1 MAX. LITTORAL CALCULATIONS LAKE NO.AREA @ CONTROL ELEV. (SF)LITTORAL PLANTINGS REQUIRED (SF) (7% X AREA) PROPOSED LITTORAL PLANTINGS PROVIDED (SF) 1 8,890,491 622,334 627,099 LAKE SUMMARY DESCRIPTION LAKE #1 AVERAGE WET SEASON WATER TABLE ELEVATION (FT-NAVD)23.0 MIN. LAKE BOTTOM ELEVATION (FT-NAVD)12.0 MAX LAKE BOTTOM ELEVATION (FT-NAVD)(-) 35.0 MIN. EXCAVATION(1) VOLUME (CY)3,838,082 MAX. EXCAVATION (1) VOLUME (CY)15,672,275 SURFACE AREA AT CONTROL (AC)204.1 PERIMETER AT CONTROL (LF)12,167 1. BASED ON A MINIMUM EXCAVATION DEPTH OF 12' BELOW AVERAGE WET SEASON WATER TABLE, EXCAVATION MAY GO TO MAX DEPTH OF 58' BELOW AVERAGE WET SEASON WATER TABLE. STOCKPILE NOTES: 1.STOCKPILE MAXIMUM SIDE SLOPE: 2:1 2.STOCKPILE MAXIMUM HEIGHT: 30 FEET 3.FILL STORAGE IN EXCESS OF 6' IN HEIGHT SHALL BE LOCATED NO CLOSER THAN 100' FROM ANY EXISTING RESIDENTIAL UNIT OR RESIDENTIAL UNIT UNDER CONSTRUCTION. 4.SOIL EROSION CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH DIVISION 3.7 OF THE LAND DEVELOPMENT CODE 5.STOCKPILES WITH SIDE SLOPES STEEPER THAN 4:1 SHALL BE FENCED WITH CHILDPROOF FENCING. BMP NOTES: CONTRACTOR SHALL EMPLOY METHODS IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES" TO PREVENT EROSION OF STOCKPILES. a.STOCKPILE IN PLACE FOR A PERIOD EXCEEDING SIX MONTHS (LONG TERM STOCKPILE) SHALL BE SODDED OR HYDROSEEDED AND EROSION CONTROL DEVICES INSTALLED. b.STOCKPILE AREA MAY BE CLEARED AND FILLED UPON ERP MOD AND EXCAVATION PERMIT/EWA APPROVAL. ANY ADDITIONAL CLEARED ARES SHALL BE IMMEDIATELY SEEDED IN ORDER TO PREVENT EROSION AND EXOTIC SEED INFESTATION. c.FENCING (PLASTIC BARRICADING, OR EQUIVALENT) AROUND THE ENTIRE PERIMETER OF STOCKPILE AREA IF EITHER OF THE FOLLOWING APPLY: ·STOCKPILE SIDE SLOPES ARE STEEPER THAN 4:1 ·STOCKPILE HEIGHT (AS MEASURED FROM AVG. EXISTING GROUND ELEVATION ADJACENT FINISHED GRADE) IS GREATER THAN 6FT. ·FENCING SHALL BE PLASTIC BARRICADING OR SIMILAR. TABLES LITTORAL SHELF PLANTING NOTES LOW WATER ELEV. = 18.00 BREAK POINT ELEV. = 13.00 4 1 4 1 8 1 1 Page 3127 of 9661 LAKE # 1 AWSWT = 23.0 FT-NAVD (AREA @ AWSWT = 204.1 AC.) P P P P P P P P P S . R .29( P U B L I C / F DO T R .O .W . )IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL BUILDINGS TO REMAIN (TYP) EXISTING FARM RESERVOIR MINE OFFICE AND SCALE HOUSE (REF. SHEET C-125 FOR DETAILS) WHEEL WASH AREA STABILIZED ACCESS ROAD (TYP) LITTORAL SHELF PLANTING AREA PROPERTY BOUNDARY 15' MINE MAINTENANCE ROAD 15' MINE MAINTENANCE ROAD ZONING: A-MHO LAND USE: COLLIER COUNTY SOLID & HAZARDOUS WASTE ZONING: A-MHO LAND USE: RESIDENTIAL ZONING: A-MHO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR ZONING: A-MHO RLSAO-ACSC/ST LAND USE: UNDEVELOPED EXISTING 200' COLLIER COUNTY R.O.W. EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W.RURAL LANDSTEWARDSHIP AREAIMMOKALEEURBAN AREAASPHALT ACCESS ROAD PROPERTY BOUNDARY W W W W W W PROPOSED 20' TYPE 'C' LANDSCAPE BUFFER PROPOSED TURNLANES IN CAMP KEAIS ROAD R.O.W. REFERENCE SHEET C-005 FOR CONCEPTUAL DIMENSIONS EXISTING FARM OUTFALL STRUCTURE TO REMAIN CS1 / OFF 42" RCP EXISTING FARM PUMP LOCATION (TYP) EXISTING FARM PUMP LOCATION (TYP) SHALLOW GROUNDWATER MONITORING WELL #1 SHALLOW GROUNDWATER MONITORING WELL #2 SHALLOW GROUNDWATER MONITORING WELL #3 DEEP GROUNDWATER MONITORING WELL #2 DEEP GROUNDWATER MONITORING WELL #1 DEEP GROUNDWATER MONITORING WELL #3 SCALE:1" = 4000'DA-1 DA-CR1 DA-CR2 DA-SR1 DA-SR2 DA-2 DA-3A DA-4A DA-5 DA-6 DA-7 DA-8 DA-10 DA-11 DA-12 DA-13B DA-14 DA-15 DA-17 DA-18 DA-19 DA-20 DA-21 DA-MINE DA-3B DA-13A DA-22 DA-OFFICE DA-4B DA-CR5 DA-CR4 DA-9 DA-16 DA-CR3 DA-23 W W W W W W W W W W W W 23 22.523 23 23.5 23.5 ZONE AH ZONE AH ZONE AHZONE AE ZONE AH ZONE AH ZONE AE 24 24 24 24.5 24.5 SILVER STRAND MINE MASTER PAVING AND DRAINAGE PLAN SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 600' N.T.S. P-SS03-001-001-C03-111GP.dwg P-SS03-001-001-C03 C-111 07 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 150'300'600'1200'1800' Bar Scale: 1" = 600' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: TABLESSCALE:1" = 600'SITE AREA SUMMARY TYPE DESCRIPTION SQUARE FOOTAGE ACREAGE PERCENTAGE OF TOTAL IMPERVIOUS ROOF 648 0.01 0.0% SIDEWALK / PATHS 374 0.01 0.0% ASPHALT ROAD 54,220 1.2 0.3% LAKES (AT AWSWT)8,890,491 204.1 57.0% IMPERVIOUS (SUB-TOTAL)8,945,733 205.4 57.4% PERVIOUS OPEN SPACE 6,025,633 138.3 38.6% STABILIZED ROAD 599,777 13.8 3.8% DETENTION AREA 20,239 0.5 0.1% PERVIOUS (SUB-TOTAL)6,645,649 152.6 42.6% TOTAL 15,591,382 357.9 100.0% NOTES: (1). THE SITE SUMMARY REPRESENTS LAND USES WITHIN THE CONDITIONAL USE / PROJECT AREA BOUNDARY. (2) PORTIONS OF THE ACCESS ROAD ARE PROPOSED TO BE A STABILIZED PERVIOUS SURFACE. TO PROVIDE FLEXIBILITY FOR POTENTIAL FUTURE IMPROVEMENTS, THE POST DEVELOPMENT STORMWATER MODEL IS BASED ON THE ENTIRE ROAD BEING SURFACED IN ASPHALT. (3). THE DETENTION AREA IS MEASURED AT TOP OF BANK ELEVATION. PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/5/2025 2:26:52 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:05:36 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-111GP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: BASIN MAP FEMA MAP WATER MANAGEMENT SUMMARY WATER MANAGEMENT PARAMETER DRAINAGE AREAS DA-FARM (1)DA-OFFICE DA-MINE AWSWT (FT-NAVD)VARIES 23.0 23.0 25-YEAR, 1-DAY RAINFALL (INCHES) (4)8.4 8.4 8.4 25-YEAR, 3-DAY RAINFALL (INCHES)10.2 10.2 10.2 100-YEAR, 1-DAY RAINFALL (INCHES) (4)11.2 11.2 11.2 100-YEAR, 3-DAY RAINFALL (INCHES)13.6 13.6 13.6 PEAK 25-YEAR, 1-DAY STORM STAGE (FT-NAVD) (4)N/A N/A 23.7 PEAK 25-YEAR, 3-DAY STORM STAGE (FT-NAVD)22.8 23.3 23.9 PEAK 100-YEAR, 1-DAY STORM STAGE (FT-NAVD) (4)N/A N/A 24.0 PEAK 100-YEAR, 3-DAY ZERO DISCHARGE STORM STAGE (FT-NAVD) (3)23.5 23.4 24.2 FEMA ELEVATION (FT-NAVD)22.5 - 24.5 23.5 24.0 - 24.5 MINIMUM REQUIRED ROAD ELEVATION (FT-NAVD)22.8 23.3 23.9 MINIMUM REQUIRED FINISHED FLOOR ELEVATION (FT-NAVD)N/A 24.5 N/A MINIMUM REQUIRED PERIMETER BERM ELEVATION (FT-NAVD)0.0 23.3 26.9 (5) NOTES: (1). THE EXISTING FARM HAS BEEN DIVIDED INTO THE SUB-BASIN AREAS SHOWN BELOW IN THE BASIN MAP. THE PEAK STAGE ELEVATION IN BASIN DA-FARM IN THE WATER MANAGEMENT SUMMARY TABLE REPRESENTS THE HIGHEST PARK STAGE ELEVATION OF ALL OF THE SUB-BASINS THAT REPRESENT BASIN DA-FARM. (2). THE PEAK STAGES LISTED IN THE WATER MANAGEMENT SUMMARY ARE BASED ON THE POST DEVELOPMENT STORMWATER MODEL PREPARED BASED ON THE PERMITTED DRAINAGE FACILITIES SHOWN IN APPROVED PLANS FOR SFWMD PERMIT NO. 11-00261-S. (3). THE 100 YEAR 3 DAY ZERO DISCHARGE PEAK STAGE IS BASED ON AN ASSUMPTION THAT THE EXISTING PUMPS FROM THE FARM FIELDS TO THE FARM RESERVOIR ARE NOT OPERATIONAL / DISCHARGING. (4). THE 25 YEAR - 1 DAY STORM EVENT WAS MODELED FOR DA-MINE ONLY (FDEP ERP MINING AND MITIGATION REQUIREMENT). (5). IN ACCORDANCE WITH THE ERP A.H. APPENDIX I; A MINIMUM OF 3 FEET OF FREEBOARD IS PROVIDED ABOVE THE 25-YEAR 3-DAY PEAK STAGE. EXISTING FARM RESERVOIR DESIGNATED AS WRA WITHIN RLSA BOUNDARY EXISTING FARM RESERVOIR WITHIN IMMOKALEE URBAN BOUNDARY LEGEND Page 3128 of 9661 16.7623.3022.0916.9722.7522.1621.0823.0923.0622.8122.6922.7722.8422.8223.1723.1921.1221.3924.8825.4121.4523.2420.6722.8525.4422.1120.8823.0823.2721.1121.4121.5821.0623.2823.3421.0422.7125.0620.9323.3623.1521.2721.7821.8121.1120.9921.0223.2623.2120.8222.2525.0522.3320.6323.1923.3820.8920.8821.3422.1821.3121.1821.0223.4622.9520.7022.8522.2320.6723.2223.2920.7521.0621.5820.7021.7620.9523.3423.2721.0220.9224.2124.0622.2723.2021.5126.0924.2725.1725.1824.9825.6924.9825.0625.3925.6825.7124.9425.9325.8325.3324.8525.5623.2520.5323.3423.1921.6822.3022.4821.4123.2823.2620.7621.2224.5023.9020.7920.6223.2023.1821.7922.2922.7022.2121.2823.0323.3120.6220.8523.4020.7920.7523.2022.8520.7821.3519.9419.6322.5721.3522.2217.1017.0916.5117.0216.5516.7116.8016.7616.8222.8722.1522.0014.8722.2622.2521.9517.1116.9521.4821.5117.1215.1317.3722.1221.6121.5422.2917.2115.0215.1317.5922.4521.6921.6922.3217.5915.2815.0317.4922.7221.7121.7722.7521.8017.5617.0016.6720.9122.9122.7522.8115.2715.1615.0722.8016.8813.8622.4721.7419.8521.1420.9420.7722.4622.8314.3913.7721.7221.5920.7219.1220.6820.4318.5220.2021.0321.7716.9414.4415.7115.4415.1415.2814.7217.5021.6321.0321.4421.5421.4221.5721.4721.4821.6221.8721.5921.6421.7721.9121.7621.6921.5421.6321.7021.80 21.91 21.75 21.90 21.85 21.98 22.07 22.03 22.02 22.03 22.19 22.1222.3621.8421.3320.9921.5421.0321.4021.5722.0622.5222.2321.9921.4621.2821.7621.9321.5021.9822.2922.3522.3022.2321.9721.5421.9321.9921.6521.8222.0122.1321.7821.9821.9621.7221.5521.8121.8821.8121.6921.8822.0421.7121.9121.7721.6821.7821.9622.0821.9621.8622.1222.2521.8022.0822.0622.0821.8221.7722.0521.67 21.78 21.68 22.02 22.1522.0021.51 22.08 22.08 21.82 21.79 21.39 21.68 21.58 21.85 22.14 22.32 15.4016.1116.6717.0116.2016.7316.0816.3417.1016.7015.8717.2716.2415.8316.9823.7422.3222.6722.6723.9316.5616.8423.7022.4122.3222.3622.4423.3816.0822.6221.9623.6816.2120.7916.8023.5821.9816.8123.36 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0+00 10+00 20+00 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH 24.40 24.40 24.10 23.80 24' RELOCATED FARM DITCH 24.10 23.80 EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)24.10 23.80 24.40 24.10 23.80 24.40 23.80 24.40 24.10 22.80 22.75 22.70 24.10 23.80 24.40 24.10 23.80 24.40 24.10 23.80 24.40 IMPROVEMENTS WITHIN CAMP KEAIS R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.S. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. COLLIER COUNTY / PUBLIC R.O.W. WIDTH VARIES TIRE WASH (SEE DETAIL BELOW) CONDITIONAL USE / PROJECT BOUNDARY (TYP) PROPERTY BOUNDARY (TYP) 3'x4' WILDLIFE WARNING SIGN (SEE SHEET C-005 FOR DETAIL) IN ENGLISH 3'x4' WILDLIFE WARNING SIGN (SEE SHEET C-005 FOR DETAIL) IN SPANISH EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN 30' ASPHALT ACCESS ROAD CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH GRADE SHOULDER TO DRAIN TO FARM DITCH GRADE SHOULDER TO DRAIN TO FARM DITCH STR #: SS-2 FLARED END INV (N) ELEV = 14.00 (OUT) 115 LF 60" RCP STR #: SS-1 FLARED END INV (S) ELEV = 14.90 (IN) 75 LF 30" RCP STR #: SS-4 FLARED END INV (W) ELEV = 16.00 (IN) STR #: SS-3 FLARED END INV (E) ELEV = 16.20 (OUT) CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH MANUAL ACCESS CONTROL GATES ON ROADWAY (BY OTHERS) CONNECT TO EXISTING FARM ROAD REF. CAMP KEAIS ROAD TURNLANES PLANS MATCH LINE - SEE SHEET C-121 BOTTOMEXISTING FARM RESERVOIR FARM FENCING (BY OTHERS) LIGHT POLE AT ACCESS POINT (BY OTHERS) LIGHT POLE AT ACCESS POINT (BY OTHERS)16.9722.75 16.23 23.94 22.62 22.10 17.01 24.49 24.4321.7621.6921.5421.6321.7021.80 21.91 21.75 21.90 21.85 21.98 22.07 22.03 22.02 22.03 22.19 22.12 21.19 21.17 21.24 21.2 3 22.0 7 21.1 4 19.9 4 21.5 6 22.3 2 21.4 6 20.3 3 21.6 8 22.2 5 22.2 5 22.4 9 21.5 5 19.9 1 21.8 6 21.7 3 20.0 1 21.7 7 21.6 4 20.0 0 21.9 5 22.5 3 22.3 0 21.5 1 20.1 2 21.9 8 22.3 4 21.7 0 20.2 9 22.0 1 22.6 2 21.9 2 20.0 6 21.8 7 22.4 0 21.5 9 20.0 6 21.7 3 22.3621.8123.1122.2220.8822.3823.0421.3420.4722.2022.8521.2920.1221.6422.9721.6320.0822.3122.8822.0020.2422.2322.7921.7020.5022.1422.8922.0920.0621.8922.9521.6420.0122.2822.7621.7619.8322.0122.6821.5520.0622.1822.2221.4419.6121.7122.6621.9419.8622.1022.5321.3119.8821.7122.4821.2719.9621.7222.5021.5019.9821.9222.5821.6520.0121.6822.5421.6620.0721.8822.6521.8920.1321.8022.7622.0020.3122.1523.1022.0720.3521.9923.0321.7220.2822.0822.9922.0720.6122.0023.0921.8022.0822.0622.0821.8221.7722.0521.67 21.78 21.68 22.02 22.1522.0021.51 22.08 22.0821.82 21.79 21.39 21.68 21.58 21.8522.14 22.32 22.37 22.15 21.55 21.70 21.66 22.05 21.5621.51 22.21 22.39 22.4222.6022.46 22.21 21.61 21.70 22.03 21.91 21.3621.6022.22 22.4622.5621.92 22.1322.32 22.6322.6322.61 22.09 22.02 21.91 21.57 21.56 21.63 21.97 21.78 21.58 21.80 22.04 22.10 21.79 21.76 21.63 21.62 21.61 21.67 21.80 21.71 21.49 21.47 21.54 21.70 21.94 21.82 21.8 0 16.33 16.43 16.41 16.57 16.47 15.40 16.11 16.6717.01SCALE:1" = 100'30+ 0 0 40+00 50+0 0MATCH L INE - SEE SHEET C -122131 LF 18" RCP STR #: SS-5 FLARED END INV (SE) ELEV = 17.00 (IN) STR #: SS-6 FLARED END INV (NW) ELEV = 16.80 (OUT) EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAINEXISTING AGRICULTURAL USES TO REMAIN 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH24' RELOCATED FARM DITCH 24. 1 0 24 . 4 0 24 . 1 0 23 . 8 0 24. 4 0 23. 8 0 24.10 24.40 23.80 24.70 25.00 24.40 CONDITIONAL USE / PROJECT BOUNDARY (TYP) 23.80 24.10 24.40 24.40 24.70 25.00 CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH G R A D E S HO U L D E R T O D R A I N T O F A RM D I T C H GRADE SHOULDER TO DRAIN TO FARM DITCH GRADE SHOULDER TO DRAIN TO FARM DITCH CONNECT TO EXISTING FARM ROAD EXISTING FARM DITCH TO REMAINMATCH LINE - SEE SHEET C-121 TOPSILVER STRAND MINE SITE PLAN (A) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 100' N.T.S. P-SS03-001-001-C03-121SP.dwg P-SS03-001-001-C03 C-121 08 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 25'50'100'200'300' Bar Scale: 1" = 100' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date:SCALE:1" = 100'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 7/3/2025 10:01:08 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:07:31 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-121SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of KEYMAP: C-121 TOP VIEW C-121 BOTT O M VI E W C-122TOP VI E W C-122 BOTTOM VIEW C-123TOP VIE WC-123BOTTOM VIEWC-124 C-005C-125 N.T.S. TYPICAL ASPHALT ENTRANCE WITH WHEEL WASH30' ASPHALT ROAD16' CATTLE GUARDS 20' ASPHALT TIRE WASH (SEE NOTE BELOW) 16' CATTLE GUARDS NOTE: THE WHEEL WASH WILL CONSIST OF ASPHALT PAVEMENT WITH STATIC WATER AT A DEPTH OF APPROXIMATELY ONE FOOT AND A PRESSURIZED SPRAY TO WASH TIRES AND THE UNDERSIDE OF EXITING TRUCKS. 80'CAMP KEAIS ROAD30' STABILIZEDROADPage 3129 of 9661 25.0 0 22.3422.3323.4023.5223.5323.1722.7022.9320.1322.3523.3623.5223.3922.6820.9322.3422.3021.1022.6023.3523.2923.3723.0021.1022.4823.1123.1023.0623.5423.4123.3323.0222.9323.3722.2221.1322.2323.3123.4923.6523.5721.4422.5721.3223.6323.6923.6322.2120.6822.0422.2720.0422.3423.5323.5723.4723.5722.7021.8623.1223.1623.3723.1823.1723.2222.8421.0622.3021.8320.2022.4623.1023.0423.0422.8520.3022.7723.2823.7123.4124.1122.3621.8123.1122.2220.8822.3823.0421.3420.4722.2022.8521.2920.1221.6422.9721.6320.0822.3122.8822.0020.2422.2322.7921.7020.5022.1422.8922.0920.0621.8922.9521.6420.0122.2822.7621.7619.8322.6621.9419.8622.1022.5321.3119.8821.7122.4821.2719.9621.7222.5021.5019.9821.9222.5821.6520.0121.6822.5421.6620.0721.8822.6521.8920.1321.8022.7622.0020.3122.1523.1022.0720.3521.9923.0321.7220.2822.0822.9922.0720.6122.0023.0921.8822.8321.9920.4322.2222.7921.8720.4922.2022.9022.0920.5422.2022.9422.0120.5022.1322.9622.0820.4022.3422.8422.1620.5522.2022.7021.7420.0721.9822.7421.5420.2021.8722.8421.7620.1121.6222.9921.7219.8021.8523.0621.0019.6821.8122.8222.0322.8921.8520.4222.1922.8622.0320.4622.0922.8822.1320.2822.2622.7622.54 21.95 22.41 21.71 20.14 21.77 22.60 21.97 20.70 22.11 22.64 23.7023.27 16.92 23.22 23.37 22.53 21.72 19.83 21.65 22.90 22.8422.5922.5422.6623.1522.9322.7522.7223.1422.8422.5322.5522.9622.7022.6822.5922.5222.6050+ 0 0 60+00 70 + 0 0 80 + 0 0MATCH L INE - SEE SHEET C -12124.7 0 24.4 0 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN SCALE (BY OTHERS) DUMPSTER PAD AND ENCLOSURE 30' ACCESS ROAD 25' 50' 30' ACCESS ROAD 24' RELOCATED FARM DITCH 25.0 0 24.7 0 24.4 0 24.70 25.00 24.40 25 . 1 0 25 . 4 0 24 . 8 0 25 . 1 0 25 . 4 0 24 . 8 0 25 . 1 0 25 . 4 0 24 . 8 0 24. 4 0 24. 7 0 25. 0 0 SEE SHEET C-125 FOR GRADING DETAILS GRADE SHOULDER TO DRAIN TO FARM DITCH CONNECT TO EXISTING FARM ROAD CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH CONNECT TO EXISTING FARM ROAD STR #: SS-13 FLARED END INV (W) ELEV = 17.30 (IN) 47 LF 30" RCP STR #: SS-12 FLARED END INV (E) ELEV = 17.50 (OUT) GRADE SHOULDER TO DRAIN TO FARM DITCH CONDITIONAL USE / PROJECT BOUNDARY (TYP)MATCH LINE - SEE SHEET C-122 BOTTOM22.9622.7022.6822.5922.8022.6922.5722.5222.6023.1822.7422.8422.8422.9323.5523.0022.9323.0723.0723.2022.9323.0123.0523.1523.5723.1423.3123.1423.4924.1223.4023.5123.4423.3924.5123.9523.6223.6523.5723.5524.4223.5123.4223.4823.3624.57 23.80 23.90 23.84 23.83 23.89 80+00 90+00 100+00 SCALE:1" = 100'25.10 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH 25.40 24.80 25.10 25.40 24.80 25.10 25.40 24.80 25.10 25.40 24.80 EXISTING AGRICULTURAL USES TO REMAIN CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL USES TO REMAIN STR #: SS-14 FLARED END INV (S) ELEV = 17.50 (IN) STR #: SS-15 FLARED END INV (N) ELEV = 17.30 (OUT) 154 LF 18" RCP MATCH LINE - SEE SHEET C-123GRADE SHOULDER TO DRAIN TO FARM DITCH GRADE SHOULDER TO DRAIN TO FARM DITCHMATCH LINE - SEE SHEET C-122 TOPEXISTING FARM RESERVOIR SILVER STRAND MINE SITE PLAN (B) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 100' N.T.S. P-SS03-001-001-C03-122SP.dwg P-SS03-001-001-C03 C-122 09 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 25'50'100'200'300' Bar Scale: 1" = 100' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date:SCALE:1" = 100'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 4/30/2025 5:25:03 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:08:55 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-122SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of KEYMAP: C-121 TOP VIEW C-121 BOTT O M VI E W C-122TOP VI E W C-122 BOTTOM VIEW C-123TOP VIE WC-123BOTTOM VIEWC-124 C-005C-125 Page 3130 of 9661 23.3523.2722.5421.4522.7423.0223.0623.1523.3423.2422.5722.5523.0122.9521.7322.4523.1723.4023.0623.3223.3723.0322.6621.4222.6123.1923.5823.0421.4623.4723.6023.2723.2023.4823.6023.5622.7822.8223.3223.8123.5323.2821.5522.7223.4223.6623.2621.5223.4624.6024.1024.2024.1923.8823.7623.8923.9723.8324.1223.9823.5323.0323.2623.8123.7323.1922.5822.8823.8823.9423.8623.7824.0024.0624.2623.9323.1023.0223.7424.3128.6419.5820.5128.1427.9524.3821.1430.0325.2320.9124.2020.3824.1223.9623.7623.8020.3324.1724.1324.1023.8820.6824.2724.1424.0723.9320.3624.1224.0723.7524.0424.0623.9024.2320.5823.9523.7824.5324.0424.1924.5527.6823.9025.2026.9127.5421.0921.0726.6920.5226.2924.5123.9524.4223.5123.4223.4823.3624.57 23.80 23.90 23.84 23.83 23.89 24.01 23.50 23.43 23.46 23.32 23.38 21.12 22.83 23.22 23.38 22.96 21.43 22.93 23.18 23.25 22.8221.0422.8822.7 9 21.0 0 22.6 0 23.4 4 22.8 6 21.0 5 23.1 5 23.3 9 22.8 2 20.9 3 22.8 2 23.3 1 23.7922.6823.0923.4222.8723.3321.4823.4622.3723.0023.4622.6823.0123.4023.451 1 0 + 0 0 120+00 130+00MATCH LINE - SEE SHEET C-122MA T C H L I N E - S E E S H E E T C - 1 2 2 BO T TOM 24' RELOCATED FARM DITCH 30' STABILIZED ACCESS ROAD 2 4 . 8 0 2 5 . 1 0 2 5 . 4 0 2 5 . 1 0 2 5 . 4 0 2 4 . 8 0 25.10 25.9025.6025.40 24.80 25.6025.3024.8025.1025.4025.9025.30EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN STR #: SS-16 FLARED END INV (N) ELEV = 17.50 (IN) 40 LF 30" RCP @ 0.75% STR #: SS-17 FLARED END INV (S) ELEV = 17.20 (OUT) CONDITIONAL USE / PROJECT BOUNDARY (TYP) CONNECT TO EXISTING FARM ROAD GRADE SHOULDER TO DRAIN TO FARM DITCH GRADE SHOULDER TO DRAIN TO FARM DITCH CONNECT TO EXISTING FARM ROAD EXISTING FARM RESERVOIR EXISTING FARM DITCH TO REMAIN 23.7423.4323.0017.9823.0523.1622.6322.9423.2417.7116.2623.4923.5523.5123.5316.8123.1023.7015.4723.1019.1022.5414.8422.6215.2622.7122.5822.5515.7822.5514.9623.7223.6624.3023.6415.1020.5627.7919.6527.6426.6420.0927.3020.9527.1019.6427.8626.7726.7921.4218.2326.0726.7818.1814.2321.0126.8726.3826.8726.7922.7023.5118.3822.9026.7123.1526.7723.6519.1121.5625.6426.3121.9223.6514.9523.7615.7123.2921.8023.4323.5422.2923.2021.6421.7121.2122.2220.3622.4623.1623.0722.3423.4420.6420.7020.8221.0223.0723.0821.5223.4021.8421.7523.6623.2623.2823.4623.6424.0723.8423.3823.2523.0623.0022.2522.8021.2622.6823.0221.5021.4421.4621.3421.2721.2321.5423.2024.0424.1223.7624.0922.0023.6623.5621.8023.6623.0423.1221.0920.6623.1022.9423.1122.9524.0624.1524.2824.2324.1323.9224.1124.0824.1524.2624.3024.0024.0524.1223.6423.2023.4823.6023.5622.7822.8223.3223.8123.5323.2821.5522.7223.4223.6623.2621.5223.4624.6024.1024.2024.1923.8823.7623.8923.9723.8324.1223.9823.5323.0323.2623.8123.7323.1922.5822.8823.8823.9423.8623.7824.0024.0624.2623.9323.1023.0223.7423.6622.8223.0724.0124.0523.6223.6623.1723.5824.1123.6223.1023.3523.5723.5022.9623.0423.7024.0223.9123.0724.9323.6724.3128.6419.5820.5128.1427.9524.3821.1430.0325.2318.0424.6127.6127.5027.5120.3624.1224.0723.7524.0424.0623.9024.2320.5823.9523.7824.5324.0424.1924.5527.6823.9025.1323.8423.8427.8425.43130+00 140+00 150+00 SCALE:1" = 100'MATCH LINE - SEE SHEET C-122 TOP25.60 25.90 25.30 25.60 25.90 25.30 25.30 25.60 25.90 26.51 26.80 26.22 30' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH EXISTING AGRICULTURAL USES TO REMAIN GRADE SHOULDER TO DRAIN TO FARM DITCH CONDITIONAL USE / PROJECT BOUNDARY (TYP) 3'x4' WILDLIFE WARNING SIGN (SEE SHEET C-005 FOR DETAIL) IN ENGLISH 3'x4' WILDLIFE WARNING SIGN (SEE SHEET C-005 FOR DETAIL) IN SPANISH EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH EXISTING FARM CANAL TO REMAIN 15' STABILIZED ACCESS ROAD 28.70 29.00 28.40 29.00 29.00 28.65 28.30 28.40 28.40 28.35 28.30 28.00 28.29 28.0 0 28.00 MATCH LINE - SEE SHEET C-124100 LF 24" RCP STR #: SS-20 FLARED END INV (W) ELEV = 18.30 (IN) STR #: SS-19 FLARED END INV (E) ELEV = 18.50 (OUT) STR #: SS-23 FLARED END INV (E) ELEV = 18.50 (OUT) 100 LF 48" RCP STR #: SS-24 FLARED END INV (W) ELEV = 18.30 (IN) STR #: SS-22 FLARED END INV (W) ELEV = 18.30 (IN) 100 LF 24" RCP STR #: SS-21 FLARED END INV (E) ELEV = 18.50 (OUT) 28.64 28.87 28.40 25.60 25.90 25.30 SILVER STRAND MINE SITE PLAN (C) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 100' N.T.S. P-SS03-001-001-C03-123SP.dwg P-SS03-001-001-C03 C-123 10 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 25'50'100'200'300' Bar Scale: 1" = 100' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date:SCALE:1" = 100'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/8/2025 4:48:47 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:10:33 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-123SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of KEYMAP: C-121 TOP VIEW C-121 BOTT O M VI E W C-122TOP VI E W C-122 BOTTOM VIEW C-123TOP VIE WC-123BOTTOM VIEWC-124 C-005C-125 Page 3131 of 9661 16.7223.7224.1424.3524.4124.1423.8824.2224.1323.7423.4323.0017.9823.0523.1622.6322.9423.2417.7116.2623.4923.5523.5123.5316.8123.1023.7015.4723.6416.5022.8222.8422.7822.6717.4723.3016.5023.0117.7322.7015.3623.1823.2417.0523.1019.1022.5414.8422.6215.2622.7122.5822.5515.7822.5514.9623.7223.6624.3023.6415.1024.2323.9117.7024.3117.9024.3216.6024.0124.6424.1324.1019.1822.6923.1222.4622.4622.3623.4624.1824.0724.1524.3224.3424.2524.3824.4718.9820.4328.7128.4028.5918.9520.5627.7919.6527.6426.6420.0927.3020.9527.1019.6427.8626.7726.7921.4218.2326.0726.7818.1814.2321.0127.6227.5318.1926.8126.1626.2217.6417.6015.8927.4917.2824.9521.0420.9226.8422.4224.1616.7225.3225.1726.8726.3826.8726.7922.7023.5118.3822.9026.7123.1526.7723.6519.1121.5625.6426.3121.9227.1121.8020.4027.1822.2626.4922.0726.6826.8827.2120.5421.5727.7422.2618.9723.0625.6821.7125.3221.9018.4821.9016.5422.5926.3324.0923.9923.8724.7023.9823.9023.8824.2824.7723.3123.8023.6514.9523.7615.7123.4017.3123.5823.8224.3123.2418.7121.2823.5123.9823.5923.1423.7123.5521.6623.5922.2721.8623.9523.4022.9724.1823.1023.9022.4423.1824.0023.2724.0623.5522.8621.9924.4723.4824.3223.3022.6323.2023.2023.2123.2823.2523.8823.8823.9123.8824.0224.1024.0924.0323.9524.1023.9823.6723.7223.7923.8823.9623.9423.8123.7823.8423.8323.7823.7423.7523.8223.7523.8723.9523.9023.9523.6723.9524.0524.0324.0624.0724.0223.9923.8423.8723.8423.8323.7123.7423.8323.8923.8823.8223.8923.9023.8923.9424.0423.7523.7224.0923.7023.6623.7423.5423.5323.7023.6923.6223.7223.5923.8523.5023.5123.5222.6322.6922.8722.8822.8222.7022.7622.8422.8322.6422.2422.3022.5622.4522.9723.1223.4222.8622.9422.7823.0422.7822.9823.1623.3023.5923.2921.8023.4323.5422.2923.2021.6421.7121.2122.2220.3622.4623.1623.0722.3423.4422.6921.0622.5820.7222.2220.6420.7020.8221.0223.0723.0821.5223.4021.8421.7523.6623.2623.2823.4623.6424.0723.8423.3823.2523.0623.0022.2522.8021.2622.6823.0221.5021.4421.4621.3421.2721.2321.5423.2024.0424.1223.7624.0922.0023.6623.5621.8023.6623.0423.1221.0920.6623.1022.7123.2023.2123.5623.7123.5223.8623.7823.8723.8424.1224.2023.5623.7823.4123.9623.5523.5923.5423.6723.3623.5823.4923.3523.8624.3723.9823.5623.9823.8124.0324.1824.4421.7623.7223.8223.7023.4023.2523.4823.7623.4821.0424.1424.3023.0222.9123.0023.2823.2023.3623.6523.5223.4222.2523.0723.2123.0521.3421.5523.0723.0621.4621.2822.9122.9923.0724.2124.2523.0823.2722.5522.7823.1422.9423.0521.7322.9223.4121.9823.0423.4623.3023.5123.4523.3823.1722.9923.3623.0623.6623.1621.8122.9523.3123.2823.2622.7923.3822.8023.2723.3623.4723.1123.1623.3723.8423.2123.1423.0523.6623.1022.9821.2322.7622.7322.7924.7222.9623.0723.5022.8822.8422.6124.0623.7624.0624.5424.3924.4824.5923.4223.3722.7122.2822.2123.4223.4922.9423.1122.9523.7522.0124.4624.2224.2424.1623.9823.5323.8623.9923.1623.3223.4121.3523.1822.8722.8622.9123.6423.9724.0223.9523.9723.9524.0423.9024.1324.0423.3622.9423.3723.9224.0923.9623.8923.8623.8423.8223.7923.7823.7623.6423.7223.8423.9223.9724.0524.1023.8122.9422.9624.0124.0523.9824.1224.1123.9723.9823.9323.8423.8323.9223.8423.9823.9023.9223.6923.9123.9724.0323.9123.5424.1024.0423.5923.9824.1023.4123.4323.9823.8923.9123.3323.5823.5823.6323.2923.5123.5823.4123.5823.5123.1623.2423.1423.2823.0523.2224.0124.0123.0423.1723.2723.5723.7124.0924.0624.1524.2824.2324.1323.9224.1124.0824.1524.2624.3024.0024.0524.1224.3424.1024.3324.6523.1023.6423.2722.8723.0623.0523.4723.3423.6123.6223.5223.4223.1822.9123.0823.1623.1523.1523.7223.4423.5423.5223.4023.7123.4323.2323.3623.3323.4023.2523.2423.1023.1823.3223.0822.8122.9123.0523.1523.1822.8723.1023.6523.5023.7023.6823.6123.5123.5423.3923.5623.6123.5823.5723.8423.7723.8923.8123.6423.3223.3723.4823.5023.3822.9223.2623.0322.9723.0923.4523.1123.3923.4423.6423.1923.3423.1923.1423.3223.4123.3823.1222.9522.6223.2123.0123.3223.3323.3623.1723.2823.1623.2123.0923.3123.2923.1223.0423.2822.9722.9723.4423.2323.4323.3123.3323.4023.2523.5323.5623.4423.5223.4323.2623.3523.2923.2023.4523.2923.6423.5623.5123.4323.5423.2824.0024.1824.1824.2624.2723.9724.1024.0423.4923.9824.0924.2524.3024.1724.3024.1724.0524.1023.8923.6923.2723.5823.8624.1923.8823.9924.0824.2924.0724.0223.8424.0324.1923.9423.5223.9123.9023.9724.0024.2124.0423.5923.6622.8223.0724.0124.0523.6223.6623.1723.5824.1123.6223.1023.3523.5723.5022.9623.0423.7024.0223.9123.0724.9323.6718.0424.6127.6127.5027.5122.1425.1323.8423.8424.0822.4517.3122.4617.0723.7222.9423.2922.9524.0922.8017.2323.4223.2823.3523.5723.3923.5824.3622.7523.2522.5223.3422.8317.9322.7722.5817.9516.9826.4929.4420.2329.0518.3021.3419.2927.4428.5118.4928.3128.5219.0320.6629.9920.4027.6328.9116.8627.8425.4319.9018.8727.9928.8619.3228.7728.9028.1727.8923.6023.1220.8023.9224.6523.3219.1123.2024.5323.6018.5423.4923.4023.8122.9123.4723.3723.4323.2723.4123.7323.9223.8123.8023.7624.0923.9424.1524.1124.0524.3224.2124.2224.2324.0924.1724.1624.0424.0824.0724.2324.3323.9923.9524.2524.1924.0124.1224.2024.3124.1324.0724.0524.1823.9323.6423.6623.6823.9724.0624.0124.0423.7323.6923.4023.6423.4423.8924.0923.4823.5123.3623.1923.2223.2423.2023.3823.1523.0723.0822.6822.7623.1223.0822.8723.2223.2023.1423.1322.9222.9423.0222.6622.8623.1522.4222.8923.0723.0223.3623.3523.1223.2223.5023.4823.5023.6423.7423.9623.6723.2123.4423.6022.7222.9823.1822.5123.0423.1222.8823.0023.1923.0623.1423.3323.6623.7123.9423.9024.0124.0224.1624.0524.1024.2224.4124.0324.0623.8523.8523.9923.6623.7523.8124.0323.8124.0223.0923.0323.2021.9023.2021.8222.9121.8623.0322.8523.1522.4922.8121.8422.9422.6722.5622.8522.8922.8222.7822.9722.9122.8523.3523.2923.2023.6923.6723.7523.8823.0923.2923.1322.7822.8522.4223.1123.1523.0823.0923.6023.4023.5223.3623.8523.8923.9223.9524.0924.1024.0324.1324.0824.0824.1124.0423.8423.9023.7223.8423.8923.8723.8624.4924.4324.3624.3724.4623.6623.5223.9024.6023.7823.8023.5823.5523.0223.9123.6924.5023.8420.9421.3824.0024.4518.0221.2822.6720.4823.5523.3022.9522.9024.1016.7023.1615.1523.1415.8823.1915.7123.7523.1615.5224.0815.1423.2722.6523.0823.0823.0723.60EXISTING AGRICULTURAL USES TO REMAIN CONDITIONAL USE / PROJECT BOUNDARY (TYP) CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH STR #: CS1 / OFF CONTROL STRUCTURE GRATE ELEV = 26.90 INV (E) ELEV = 16.17 (OUT) 434 LF 42" RCP STR #: SS-18 GRATE INLET GRATE ELEV = 21.80 SIDE INLET (N) ELEV = 20.80 SIDE INLET (S) ELEV = 20.80 SIDE INLET (E) ELEV = 20.80 INV (W) ELEV = 15.30 (IN) CONDITIONAL USE / PROJECT BOUNDARY (TYP) LAKE # 1 AWSWT = 23.0 FT-NAVD (AREA @ AWSWT = 204.1 AC.)140+00150+0028.0 28.3 28.2 27.9 EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN EXISTING AGRICULTURAL USES TO REMAIN EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR CONNECT RELOCATED FARM DITCH TO EXISTING FARM DITCH EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN RELOCATE EXISTING FARM DITCH AND RESERVOIR BERM AROUND PROPOSED SPREADER SWALE (REF. DETAIL)28.328.028.028.328.328.015' STABILIZED ACCESS ROAD 24' RELOCATED FARM DITCH 24' RELOCATED FARM DITCH 20' TYPE "C" LANDSCAPE BUFFER 20' TYPE "C" LANDSCAPE BUFFER 15' STABILIZED ACCESS ROAD 15' STABILIZED ACCESS ROAD 15' STABILIZED ACCESS ROAD 28.0 28.328.0 28.328.328.028.328.028.2 27.9 28.2 27.9 LITTORAL SHELF PLANTING AREA LSPA SIGN (TYP) LSPA SIGN (TYP) EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM CANAL TO REMAIN EXISTING FARM CANAL TO REMAIN EXISTING FARM DITCH TO REMAIN EXISTING FARM DITCH TO REMAIN 54 LF SPREADER SWALE (TYP) MATCH LINE - SEE SHEET C-123 28.30 28.30 29.0028.40 28.40 29.00 SILVER STRAND MINE SITE PLAN (D) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 200' N.T.S. P-SS03-001-001-C03-124SP.dwg P-SS03-001-001-C03 C-124 11 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 50'100'200'400'600' Bar Scale: 1" = 200' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date:SCALE:1" = 200'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/5/2025 3:46:46 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:11:44 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-124SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of KEYMAP: C-121 TOP VIEW C-121 BOTT O M VI E W C-122TOP VI E W C-122 BOTTOM VIEW C-123TOP VIE WC-123BOTTOM VIEWC-124 C-005C-125 Page 3132 of 9661 50+00 22.3621.8123.1122.2220.8822.3823.0421.3420.4722.2022.8521.2920.1221.6422.9721.6320.0822.3122.8822.0020.2422.2322.7921.7020.5022.1422.8922.0920.0621.8922.9521.6420.0122.2822.7621.7619.8322.0122.6821.5520.0622.1822.2221.4419.6121.7122.6621.9419.8622.1022.5321.3119.8821.7122.4821.2719.9621.7222.5021.5019.9821.9222.5821.6520.0121.6822.5421.6620.0721.8822.6521.8920.1321.8022.7622.0020.3122.1523.1022.0720.3521.9923.0321.7220.2822.0822.9922.0720.6122.0023.0921.8822.8321.9920.4322.2222.7921.8720.4922.2022.9022.0920.5422.2022.9422.0120.5022.1322.9622.0820.4022.3422.8422.1620.5522.2022.7021.7420.0721.9822.7421.5420.2021.8722.8421.7620.1121.6222.9921.7219.8021.8523.0621.0019.6821.8122.82STR #: SS-8 GRATE INLET GRATE ELEV = 23.00 SIDE INLET (N) ELEV = 22.50 SIDE INLET (S) ELEV = 22.50 SIDE INLET (W) ELEV = 22.50 INV (E) ELEV = 18.23 (IN)87 LF 15" RCP STR #: SS-7 GRATE INLET GRATE ELEV = 23.00 SIDE INLET (N) ELEV = 22.50 SIDE INLET (S) ELEV = 22.50 SIDE INLET (E) ELEV = 22.50 INV (W) ELEV = 18.55 (OUT) STR #: SS-9 GRATE INLET GRATE ELEV = 24.00 INV (NW) ELEV = 18.55 (OUT)89 LF 15" RCP STR #: SS-10 GRATE INLET GRATE ELEV = 23.00 SIDE INLET (N) ELEV = 22.50 SIDE INLET (W) ELEV = 22.50 SIDE INLET (E) ELEV = 22.50 INV (SE) ELEV = 18.23 (IN) EXISTING AGRICULTURAL USES TO REMAIN30' ASPHALTACCESS ROAD27' ASPHALTACCESS ROAD50' ASPHALT ACCESS ROAD 24.40 DUMPSTER PAD AND ENCLOSURE SCALE (BY OTHERS)30' STABILIZEDACCESS ROAD30' STABILIZEDACCESS ROAD24.70 25.00 25.3025.7025.3025.30 25.80 25.80 25.30 25.30 25.3025.7025.3025.30 24.40 24.40 24.40 24.40 25.80 25.80 25.40 25.00 24.70 25.00 24.40 24.40 24.40 25.30 25.30 25.30 24.97 25.30 25.30 25.30 25.30 25.30 25.65 25.40 25.65 25.59 25.52 25.49 25.70 25.70 25.49 25.52 25.40 26.10 26.00 26.00 25.72 24.80 25.10 24.80 25.30 25.80 24.96 25.35 25.33 25.40 25.40 25.49 25.54 25.42 25.37 25.69 25.00 25.40 25.80 25.80 24.40 STR #: CS-1 CONTROL STRUCTURE GRATE ELEV = 23.00 BLEED DOWN WEIR ELEV = 21.50 INV (E) ELEV = 17.00 (OUT)69 LF 24" RCPSTR #: SS-11 FLARED END INV (W) ELEV = 16.80 (IN) 22.5 22.5 24.0 24.0 24.0 25.1 22.5 22.5 22.5 24.0 24.0 24.0 24.40 24.70 25.0025.124.0 24.0 SWALE CENTER LINE (TYP) 6± SY RIP-RAP WITH FILTER FABRIC UNDERLAYMENT DPT AREA #2 DPT AREA #1 24.5 24.5 25.50 CONDITIONAL USE / PROJECT BOUNDARY (TYP) 1 2 '12'2 5 . 5 ' 1 2 ' MINE OFFICE / TRAILER (F.F. ELEV = 26.6 FT-NADV) MIN. REQ'D = 24.5 FT-NAVD 18'28' 9'5'12'25.90 RAMP AT 1:20 MAX SLOPE 3' CONCRETE MEDIAN SEPARATOR (TYPE IV, OPTION II REF. FDOT INDEX 520-020)MATCH LINE - SEE SHEET C-121MATCH LINE - SEE SHEET C-122EXISTING AGRICULTURAL USES TO REMAIN SWALE CENTER LINE (TYP) SILVER STRAND MINE SITE PLAN (E) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 30' N.T.S. P-SS03-001-001-C03-125SP.dwg P-SS03-001-001-C03 C-125 12 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 7.5'15'30'60'90' Bar Scale: 1" = 30' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: SCALE : 1" = 30' PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/5/2025 3:41:41 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:13:11 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-125SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of KEYMAP: C-121 TOP VIEW C-121 BOTT O M VI E W C-122TOP VI E W C-122 BOTTOM VIEW C-123TOP VIE WC-123BOTTOM VIEWC-124 C-005C-125 DRY PRE-TREATMENT VOLUME CALCULATIONS (CY) SITE AREA =84,070 SF PRE-TREATMENT REQUIRED REQUIRED PRE-TREATMENT VOLUME CALCULATION =0.5" X SITE AREA =0.5"X 1 FT X 84,070 SF 12" =3,503 CF PRE-TREATMENT PROVIDED DESCRIPTION TOP AREA (SF)BOTTOM AREA (SF)DEPTH (FT)STORAGE (CF) DPT #1 (4,891 +4,490)\2 X 0.5 2,345 DPT #2 (8,893 +6,817)\2 X 0.5 3,928 PRE-TREATMENT VOLUME PROVIDED =6,273 TABLE Page 3133 of 9661 2% (MAX) 1 8 (OR FLATTER) 1 4 (OR FLATTER) 1 2 (OR FLATTER) 1 4 (OR FLATTER) 1 4 (OR FLATTER) B SCALE: 1" = 10' SECTION AWSWT =23.0 FT-NAVD LOW WATER ELEV =18.0 FT-NAVD BREAK POINT ELEV =13.0 FT-NAVD 1 2 (OR FLATTER) 1 2 (OR FLATTER) 2% (MAX) 1 4 (OR FLATTER) AWSWT =23.0 FT-NAVD LOW WATER ELEV =18.0 FT-NAVD BREAK POINT ELEV =13.0 FT-NAVD 2% (MAX) 1 8 (OR FLATTER) 1 4 (OR FLATTER) 1 2 (OR FLATTER) C SCALE: 1" = 10' SECTION D SCALE: 1" = 10' SECTION 1 4 (OR FLATTER) 1 8 (OR FLATTER) CONDITIONAL USE BOUNDARY 15' STABILIZED HAUL ROAD / VEHICLE ACCESS WAY 21'± (SOD) 19.5'± (SOD) SILVER STRAND MINE (PROPOSED LAKE) MINING AREA BOTTOM (FUTURE LAKE BOTTOM) ELEV. = (-)35.0 FT-NAVD BREAK POINT AVERAGE EXISTING GROUND ELEV. = 22.90 FT-NAVD TOP OF MINE PERIMETER BERM ELEV = 28.2 (MINIMUM REQUIRED ELEV = 26.9) ±55.5' MINE PERIMETER BERM (ACCOMMODATES 20' L.M.E. FOR FUTURE LAKE) 22'± EX. TOP OF BANK ELEV. VARIES (±23.7 TO ±24.4 FT-NAVD) EX. FARM DITCH EX. FARM DIKE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 230' LITTORAL PLANTING AREA 24'±190' 3' CONDITIONAL USE BOUNDARY VARIES 10' (TYP) VARIES 12' (TYP) VARIES 15.5' (TYP) RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) EX. FARM FIELD 20'± 15' STABILIZED HAUL ROAD / VEHICLE ACCESS WAY MINING AREA BOTTOM (FUTURE LAKE BOTTOM) ELEV. = (-)35.0 FT-NAVD 209'± AVERAGE EXISTING GROUND ELEV. = 23.30 FT-NAVD SILVER STRAND MINE (PROPOSED LAKE) 21'± (SOD) 20'± (SOD) TOP OF BANK ELEV = 27.9 16'± TOP OF MINE PERIMETER BERM ELEV = 28.2 (MINIMUM REQUIRED ELEV = 26.9) TOP OF BANK ELEV = 27.9 MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 56' MINE PERIMETER BERM (ACCOMMODATES 20' L.M.E. FOR FUTURE LAKE) CONDITIONAL USE BOUNDARY EX. FARM FIELD 2% 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 9.5'± (SOD) 10'± (SOD) 120' CONDITIONAL USE BOUNDARY A SCALE: 1" = 10' SECTION 1 4 (OR FLATTER) 1% (MIN)2%2% 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 20± (SOD) 10'± (SOD) 1 4 (OR FLATTER) 1% (MIN) 20± (SOD) 10'± (SOD) MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 1 4 (OR FLATTER) 1% (MIN)2% 2% (MIN) 1 10 10'± (SOD) 7'± (SOD) MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 6'± L 303 K 303 I 303 J 303 E 302 G 302 H 302 D 301 LAKE #1 B 301 A 301 C 301 F 302 SILVER STRAND MINE CROSS SECTIONS MAP AND CROSS SECTIONS (1) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 10' N.T.S. P-SS03-001-001-C03-301CS.dwg P-SS03-001-001-C03 C-301 13 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 2.5'5'10'20'30' Bar Scale: 1" = 10' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AREAS NOTED IN CROSS SECTIONS TO BE STABILIZED WITH SOD MAY BE STABILIZED WITH SEED AND MULCH AT CONTRACTORS DISCRETION.SCALE:1" = 1200PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/8/2025 4:44:32 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:13:29 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-301CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: Page 3134 of 9661 1 2 (OR FLATTER) 1 2 (OR FLATTER) 2% (MAX)C.E. =23.0 FT-NAVD LOW WATER ELEV =18.0 FT-NAVD BREAK POINT ELEV =13.0 FT-NAVD 1 8 (OR FLATTER) 1 4 (OR FLATTER) 1 2 (OR FLATTER) 2% C.E. =21.5 FT-NAVD 1 8 2.5% (MIN) F SCALE: 1" = 10' SECTION 1% (MIN) 1 4 (OR FLATTER) 1% (MIN) G SCALE: 1" = 10' SECTION 1 4 (OR FLATTER) 2% (MAX) 1 4 (OR FLATTER) E SCALE: 1" = 10' SECTION C.E. =23.0 FT-NAVD LOW WATER ELEV =18.0 FT-NAVD BREAK POINT ELEV =13.0 FT-NAVD 1 8 (OR FLATTER) 1 4 (OR FLATTER) 1 4 (OR FLATTER) 2% (MAX) 1 4 (OR FLATTER) 2% 2.5% (MIN) 2%2% 1 1 1 1 1 1 1 1 H SCALE: 1" = 10' SECTION 1 2 (OR FLATTER) 1 2 (OR FLATTER) C.E. =21.5 FT-NAVD CONDITIONAL USE BOUNDARY VARIES 10' (TYP) VARIES 12' (TYP) VARIES 15.5' (TYP) RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) EX. FARM FIELD 20'± MINING AREA BOTTOM (FUTURE LAKE BOTTOM) ELEV. = (-)35.0 FT-NAVD AVERAGE EXISTING GROUND ELEV. = 23.30 FT-NAVD SILVER STRAND MINE (PROPOSED LAKE) 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 13'± (SOD) 67'± (SOD) 10'± (SOD) 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE CONDITIONAL USE BOUNDARY EX. 10'± FARM ROAD CONDITIONAL USE BOUNDARY WIDTH VARIES EX. FARM DITCH 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 13'± (SOD) 10'± (SOD) 120'WIDTH VARIES EX. FARM DITCH CONDITIONAL USE BOUNDARY CONDITIONAL USE BOUNDARY 15' STABILIZED HAUL ROAD / VEHICLE ACCESS WAY 183.5'± 21'± (SOD) 20'± (SOD) SILVER STRAND MINE (PROPOSED LAKE) AVERAGE EXISTING GROUND ELEV. = 23.5 FT-NAVD RELOCATED FARM DITCH308'± CONDITIONAL USE BOUNDARY MINING AREA BOTTOM (FUTURE LAKE BOTTOM) ELEV. = (-)35.0 FT-NAVD 15' STABILIZED HAUL ROAD / VEHICLE ACCESS WAY 18'± (SOD) 20'± (SOD) 120' 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) 67'± (SOD) TOP OF MINE PERIMETER BERM ELEV = 28.20 (MINIMUM REQUIRED ELEV = 26.9) TOP OF BANK ELEV = 27.9 TOP OF MINE PERIMETER BERM ELEV = 28.2 (MINIMUM REQUIRED ELEV = 26.9) TOP OF BANK ELEV = 27.9 MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 56' MINE PERIMETER BERM (ACCOMMODATES 20' L.M.E. FOR FUTURE LAKE) MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 8' RELOCATED FARM DIKE (SOD) 19'±EXISTING FARM RESERVOIR 42" RCP 53' MINE PERIMETER BERM (ACCOMMODATES 20' L.M.E. FOR FUTURE LAKE) SPREADER SWALE10.5± (SOD) MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE C.E. =21.5 FT-NAVD C.E. =21.5 FT-NAVD C.E. =27.7 FT-NAVD CS1 / OFF DOUBLE ROW SILT FENCE AT EDGE OF RESERVOIR CONNECT SPREADER SWALE TO EXISTING GRADE AT EDGE OF RESERVOIR 1 2 (OR FLATTER) MATCH EXISTING TOP OF DIKE STR# SS-18 22'±8'±16'± SILVER STRAND MINE CROSS SECTIONS MAP AND CROSS SECTIONS (2) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 10' N.T.S. P-SS03-001-001-C03-302CS.dwg P-SS03-001-001-C03 C-302 14 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 2.5'5'10'20'30' Bar Scale: 1" = 10' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/6/2025 1:29:26 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:13:44 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-302CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AREAS NOTED IN CROSS SECTIONS TO BE STABILIZED WITH SOD MAY BE STABILIZED WITH SEED AND MULCH AT CONTRACTORS DISCRETION. Page 3135 of 9661 1 4 (OR FLATTER) C.E. =22.0 FT-NAVD 1 4 (OR FLATTER) 1% (MIN)3.5% (MIN) 2%2% 1 1 1 1 1 1 1 1 1 1 1 1 3% (MIN) 1% (MIN)2%2% 1 4 (OR FLATTER) 1% (MIN)2%2% 1 1 1 1 K SCALE: 1" = 10' SECTION I SCALE: 1" = 10' SECTION 3% (MIN) C.E. =22.0 FT-NAVD C.E. =21.5 FT-NAVD 120'EX. FARM FIELD CONDITIONAL USE BOUNDARY CONDITIONAL USE BOUNDARY 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 13'± (SOD) 10'± (SOD) 120'EX. FARM FIELD CONDITIONAL USE BOUNDARY CONDITIONAL USE BOUNDARY 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) 67'± (SOD) 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 13'± (SOD) 10'± (SOD) 67'± (SOD) 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) EX. FARM FIELD 30' STABILIZED ACCESS ROAD 15' OUTBOUND LANE 15' INBOUND LANE 13'± (SOD) 10'± (SOD) CONDITIONAL USE BOUNDARY CONDITIONAL USE BOUNDARY EX. FARM FIELD MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) EX. FARM FIELD 67'± (SOD) EX. FARM DITCH MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE C.E. =22.0 FT-NAVD C.E. =21.5 FT-NAVD CONDITIONAL USE BOUNDARY 24' RELOCATED FARM DITCH (UNDER AGRICULTURAL OPERATIONS) VARIES 8' (TYP)VARIES8' (TYP)VARIES 8' (TYP) VARIES 8' (TYP) EX. FARM FIELD MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE CONDITIONAL USE BOUNDARY 2% 1% (MIN)2% 30' STABILIZED ACCESS ROAD 13'± (SOD) 10'± (SOD) 1 4 (OR FLATTER) 140±10'± (SOD) 8.5'± (SOD) 53'± (SOD) 8.5'± (SOD) 10'± (SOD)27' STABILIZED ACCESS ROAD4'± (SOD) 6'± (SOD) 10'± (SOD) 4.5'± (SOD) 2'± FLAT (SOD) 161± (SOD)DPT AREA #2 DPT AREA #1 3'± (SEPARATOR) 20' SCALE AREA C.E. =22.0 FT-NAVD C.E. =22.0 FT-NAVD EX. FARM FIELD MATCH EX. GROUND AND INSTALL TEMPORARY SILT FENCE L SCALE: 1" = 10' SECTION 1 31 3 1 31 3 2% (MIN) 2%2%2% 120' J SCALE: 1" = 10' SECTION SILVER STRAND MINE CROSS SECTIONS MAP AND CROSS SECTIONS (3) SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 10' N.T.S. P-SS03-001-001-C03-303CS.dwg P-SS03-001-001-C03 C-303 15 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 2.5'5'10'20'30' Bar Scale: 1" = 10' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/6/2025 8:19:17 AM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:13:57 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-303CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AREAS NOTED IN CROSS SECTIONS TO BE STABILIZED WITH SOD MAY BE STABILIZED WITH SEED AND MULCH AT CONTRACTORS DISCRETION. Page 3136 of 9661 DISABLED SIGN SHALL BE POSTED PER SITE. A MINIMUM OF ONE "VAN ACCESSIBLE" FTP - 20 - 06 PERMIT ONLY VAN ACCESSIBLE PARKING BY FTP - 22 - 06 $250 MAX FINE DRAINAGE STRUCTURE DETAIL REFERENCE TABLE STRUCTURE TYPE FDOT STANDARD PLANS INDEX GRATE DITCH BOTTOM INLET - TYPE C 425-052 USF 6210 OR 6606(3) DITCH BOTTOM INLET - TYPE D 425-052 USF 6607(4) DITCH BOTTOM INLET - TYPE E 425-052 USF 6608(4) DITCH BOTTOM INLET - TYPE H 425-052 USF 6609(4) FLARED END SECTION 430-020 N/A NOTES: 1) REFER TO FDOT STANDARD PLANS INDEX 425-001 FOR ALL STRUCTURES 2) REFER TO FDOT STANDARD PLANS INDEX 425-010 FOR STRUCTURE BOTTOMS FOR APPLICABLE STRUCTURES 3) ENGINEER'S OPTION. 6606 NOT TO BE USED IN AREAS SUBJECT TO VEHICULAR TRAFFIC 4) NOT TO BE USED IN AREAS SUBJECT TO VEHICULAR TRAFFIC CS #A B C 1 21.50 24"23.005'-0"60 ° 5'9'12' PLAN 3'-0"TYPICAL 90° PARKING SPACE DETAILS18'LANDSCAPE ISLAND N.T.S. 3' MINIMUM CLEAR SIDEWALK WIDTH 6" WHITE (TYP) 6" WHITE 2' (TYP) 2" CONCRETE SIDEWALK (MIN. 5' WIDTH) DISABLED PARKING SIGN W/ SUPPLEMENTAL "$250 FINE" SIGN (REFERENCE DETAIL) USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR 6" WHITE (TYP) WHEEL STOP (TYP) 6" WHITE (TYP) USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR 3-6" WHITE CHEVRONS EQUALLY SPACED PER AISLE 2" 6" BLUE (TYP) SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARD 595a 5 SF 3 SF 4" 4" STANDARD AND DISABLED SPACES W/ SIDEWALK (NO CURB) UNIVERSAL SYMBOL OF ACCESSIBILITYDISABLED PARKING SIGNS THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE SIDEWALK, OF SIGNS INSTALLED ABOVE SIDEWALKS SHALL BE 7 FEET. NOTE: ACCESSIBLE PARKING SPACE SIGNAGE AND STRIPING SHALL BE PER THE LATEST EDITION OF THE FDOT INDEX (700-102 AND 711-001) VARIES 12" (TYP)4"2"2"2"4" 8" N.T.S. TYPICAL WHEEL STOP DETAIL 3,000 P.S.I. CONCRETE AFTER 28 DAYS. 3/4" DIA. HOLE (2 REQ'D) (2)-# 4 BARS (5'-6" LONG) 1/2" R. (TYP) (2) #5 BARS, 18" LONG 2" (TYP) N.T.S. TYPICAL ASPHALT PAVEMENT ROADWAY/PARKING SECTION DETAIL 1.ASPHALTIC CONCRETE PAVEMENT (TYPE S-III) SHALL BE PLACED IN TWO 3/4" LIFTS, ACCORDING TO AASHTO ASPHALT MANUAL. 2.5-1/2" LIMEROCK BASE MATERIAL MY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. ALL SPECIFICATIONS FOR LIMEROCK BASE SHALL BE ADHERED TO. 1-1/2" THK. ASPHALTIC CONCRETE (TYPE S-III) 12" STABILIZED SUBGRADE (MIN. LBR 40) 8" MIN. LIMEROCK BASE (LBR 100), PRIMED AND COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T 180 N.T.S.16"VARIES (SEE SITE PLAN) 4" SLOPE VARIES (1.5% TYP. 2% MAX.) 1/2" R (TYP.) TYPICAL CONCRETE SIDEWALK DETAIL NOTES: 1.SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT STANDARD INDEX 522 2.SIDEWALK SHALL HAVE CONTRACTION JOINTS SPACED EQUALLY TO THE SIDEWALK WIDTH AND AN EXPANSION JOINT EVERY 120'. 3.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. 4.MAXIMUM LONGITUDINAL SLOPE FOR DISABLED ACCESSIBLE SIDEWALK SHALL BE 1:20 (5%). 5.MAXIMUM CROSS SLOPE FOR DISABLED ACCESSIBLE SIDEWALK SHALL BE 1:50 (2%) 6.SOD TO BE FLUSH WITH SIDEWALK, PROVIDE POSITIVE SLOPE TO PREVENT PONDING. A-3 SELECT SOIL (AASHTO M145) W/ MAX. 5% PASSING # 200 SIEVE. COMPACTED TO 95% DENSITY 3" MIN. *CONTRACTOR SHALL SET GRADE 3" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT (TYP)VARIES, SEESITE PLANS(4' MIN.)VARIESVARIES, SEE SITE PLANS (6'-0" MIN.) VARIES, SEE SITE PLANS (12' MIN. PER COLLIER COUNTY SOLID WASTE DEPARTMENT) 12" A N.T.S. 6" A PIN ANCHOR FOR SWING GATE DETAILVARIES, SEE SITE PLANS(12'-0" MIN. PERCOLLIER COUNTY SOLIDWASTE DEPARTMENT)FOOTING - CONTRACTOR SHALL REFERENCE ARCHITECTURAL OR STRUCTURAL DETAILS ON ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS.CONCRETE TIE COLUMN - CONTRACTOR SHALL REFERENCE ARCHITECT'S OR STRUCTURAL DETAILS ON ARCHITECTURAL PLANS FOR DESIGN SPECIFICATIONS. HEIGHT VARIES. REFERENCE ARCHITECT'S OR LANDSCAPE ARCHITECT'S PLANS (6' MIN. PER COLLIER COUNTY LDC) AT A MINIMUM PROVIDE (2)- #5 BARS CONTINUOUS 12" 4"AT A MINIMUM REINFORCING SHALL BE 6"x 6"- W1.4 x W1.4 W.W.M. (REFERENCE ARCHITECT'S OR LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS FOR DESIGN AND STRUCTURAL SPECIFICATIONS) TYPICAL DUMPSTER PAD W/ BLOCK WALL ENCLOSURE DETAIL 4" MIN. LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180 COMPACTED FILL SHALL BE A MINIMUM OF 30", A-3 SELECT SOIL (AASHTO M145) W/ MAXIMUM 5% PASSING # 200 SIEVE, COMPACTED TO 98% MAXIMUM DENSITY. ASPHALTIC CONCRETE NON-DECORATIVE BOLLARD (TYP) - REFERENCE SPECIFICATIONS ON DETAIL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. BLOCK ENCLOSURE WALL - CONTRACTOR SHALL REFERENCE ARCHITECTURAL OR STRUCTURAL DETAILS ON ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S PLANS FOR WALL DESIGN/FINISH DESIGN SPECIFICATIONS. BROOM FINISH SLOPE VARIES POST AND MOUNTING BRACKET - CONTRACTOR SHALL REFERENCE ARCHITECTURAL OR STRUCTURAL DETAILS ON ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS. SWING GATES, COMPLETE - CONTRACTOR SHALL REFERENCE ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS. GATE ANCHOR (TYP) CONTRACTOR SHALL REFERENCE ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS. (SEE DETAIL) 6" THK. REINFORCED CONCRETE SLAB NON-DECORATIVE BOLLARD (TYP) - REFERENCE SPECIFICATIONS ON DETAIL VARIES, SEE SITE PLANS(13'-4" MIN. PER COLLIERCOUNTY SOLID WASTE DEPARTMENT)NON-DECORATIVE BOLLARD (TYP) - REFERENCE SPECIFICATIONS ON DETAIL CONCRETE TIE COLUMN - CONTRACTOR SHALL REFERENCE ARCHITECTURAL OR STRUCTURAL DETAILS ON ARCHITECT'S PLANS FOR DESIGN SPECIFICATIONS. PLAN SECTION A-A SWING GATE DROP PIN PIPE SLEEVE FOR PIN ANCHOR FINISHED PAVEMENT GRADE N.T.S. A USF 4155 FRAME AND 6210 GRATE GRATE INLET DETAIL PLAN SECTION A-A USF 4155 FRAME AND 6210 GRATE PIPE SIZE PER PLAN PIPE SIZE PER PLAN A FDOT TYPE "J" OR "P" STRUCTURE BOTTOM ALTERNATE "A" OR "B" AT CONTRACTOR'S OPTION (REFER TO FDOT STANDARDS INDEX 425-010) FDOT TYPE "J" OR "P" STRUCTURE BOTTOM ALTERNATE "A" OR "B" AT CONTRACTOR'S OPTION (REFER TO FDOT STANDARDS INDEX 425-010) BRICK OR PRECAST CONCRETE ADJUSTMENT RING (MINIMUM OF TWO RINGS) REFER TO FDOT STANDARDS INDEX 425-001 FOR SUPPLEMENTARY DETAILS PLAN SECTIONWALL DEPTH VARIES (15' MAX.)8"6"C-I-P PRECAST 5'-1" PRECAST 5'-5" C-I-P 4'-1"4'-1" PRECAST4'-5" C-I-P5'-1" PRECAST 5'-5" C-I-P 4'-1"3'-1"MODIFIED DITCH BOTTOM INLET TYPE "D" SID EINLET ELEV (SEE SITE PLAN) REFER TO FDOT STANDARDS INDEX 425-052 FOR SUPPLEMENTARY DETAILS CONTROL STRUCTURE PARAMETERS C B PIPE DIAMETER (INCHES) GRATE ELEVATION (FT-NAVD) INVERT OF BLEEDDOWN ORIFICE (FT-NAVD)A SECTION A-AMIN.VARIES PLAN N.T.S.6"A A VARIESVARIES WATER TABLE MIN. 1' ABOVE WET SEASON VARIES 1 1 VARIES 2 1 VARIES VARIES3" CIRCULAR BLEEDDOWN ORIFICE N.T.S. BAFFLE DETAILVARIES DRY DETENTION CONTROL STRUCTURE DETAIL GRATE ELEV. = C SEE SITE PLANS 5' 18" NOTE: OVERFLOW WEIR WIDTH MAY BE DISTRIBUTED ACROSS ALL SIDES OF STORM STRUCTURE B B ELEV. = A STEEL GRATE AS REQUIRED BAFFLE (TYP) BAFFLE 12" 4.33' x 4" x 3/8" THICK STEEL PLATE WELDED TO CMP SQUARE ALUMINUM 7 - 11/16" DIA. HOLES DRILLED TO TAKE 5/8" DIA. STAINLESS STEEL ANCHOR BOLTS 8"(TYP)2" (TYP) DRY DETENTION AREA TOP ELEV = VARIES, SEE SITE PLAN 6" TO 8" RIP-RAP W/ FILTER FABRIC MIRAFI 140 (OR APPROVED EQUAL) UNDERLAYMENT REFERENCE FDOT TYPE "D" CATCH BASIN DETAIL PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND6'±6'±3'±9'±3'± SPREADER SWALE DETAIL SPREADER SWALE N.T.S. EXISTING FARM RESERVOIR VARIES 38'± RCP PROPOSED SILVER STRAND MINE PLAN VIEW 18" THICK RIP-RAP LAYER PER FDOT SPECIFICATION 530-2.2.2 FOR RUBBLE (DITCH LINING) 1'±1'± PROPOSED SILVER STRAND MINE 1 3 9'±3'±3'± SPREADER SWALE EXISTING FARM RESERVOIR PROFILE 21 VARIES INSTALL TEMPORARY SILT FENCE REFERENCE CROSS SECTIONS FOR THE REQUIRED TOP OF BERM ELEVATION AND CONTINUATION OF GRADING AVERAGE EXISTING GROUND ELEV. = 21.8 RCP MATCH EXISTING GROUND ELEVATIONS AT TOP OF SWALE1 3 18" THICK RIP-RAP LAYER PER FDOT SPECIFICATION 530-2.2.2 FOR RUBBLE (DITCH LINING) BOTTOM OF SPREADER SWALE ELEV. = 20.8 REFERENCE RIP-RAP TOP TERMINATION DETAIL REFERENCE RIP-RAP TOP TERMINATION DETAIL 1'±1'±50'±8'±VARIES8'±VARIES 2 1 21 GENERALIZED SURFACE WATER RUN-OFF FLOW DIRECTION (TYP) 8' TOP OF RELOCATED FARM DIKE 8' RELOCATED FARM DITCH 8' TOP OF EXISTING FARM DIKE EXISTING RELOCATED FARM DITCH50' TRANSITIONDOUBLE ROW SILT FENCE SILVER STRAND MINE PAVING AND DRAINAGE DETAILS SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1:1 N.T.S. P-SS03-001-001-C03-501DD.dwg P-SS03-001-001-C03 C-501 16 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 0.25'0.5'1'2'3' Bar Scale: 1" = 1' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: PAVING NOTES 1.ASPHALTIC CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN TWO LIFTS. 2.CONTRACTOR MUST ADHERE TO ALL SPECIFICATIONS FOR LIMEROCK BASE MATERIAL. HOWEVER, 5-1/2" LIMEROCK BASE MATERIAL MAY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. 3.12" STABILIZED SUBGRADE SHALL EXTEND ONE FOOT BEYOND BACK OF CURB ON ALL TYPICAL ROADWAY SECTIONS. 4.ALTERNATE PAVEMENT SECTIONS UTILIZING MATERIALS INCLUDING PAVER BRICKS AND BOMANITE MAY BE SUBSTITUTED FOR THE ABOVE SYSTEMS. STRUCTURAL CHARACTERISTICS MUST MEET MINIMUM COLLIER COUNTY L.D.C. REQUIREMENTS. PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/6/2025 1:02:47 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:14:07 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-501DD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: Page 3137 of 9661 LAKE # 1 AWSWT = 23.0 FT-NAVD (AREA @ AWSWT = 204.1 AC.) S . R . 2 9 ( P U B L I C / F DO T R .O .W . )IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)CAMP KEAIS ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING AGRICULTURAL BUILDINGS TO REMAIN (TYP) EXISTING FARM RESERVOIR PROPERTY BOUNDARY 15' MINE MAINTENANCE ROAD 15' MINE MAINTENANCE ROAD COUNTY SOLID & HAZARDOUS WASTE ZONING: A-MHO LAND USE: RESIDENTIAL ZONING: A-MHO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL AGRICULTURAL ZONING: A-MHO RLSAO LAND USE: AGRICULTURAL CONDITIONAL USE / PROJECT BOUNDARY (TYP) EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W. EXISTING FARM RESERVOIR EXISTING 200' COLLIER COUNTY R.O.W.RURAL LANDSTEWARDSHIP AREAIMMOKALEEURBAN AREAPROPERTY BOUNDARY SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) GRAVEL CONSTRUCTION ENTRANCE (TYP) 50' (MIN) 30' (MIN) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) ASPHALT PAVEMENT AT EGRESS TO CAMP KEAIS ROAD GRAVEL CONSTRUCTION ENTRANCE TO REMAIN IN PLACE UNTIL ACCESS ROAD IS PAVED IN ASPHALT AT CONNECTION TO CAMP KEAIS ROAD. MINE OFFICES AND SCALE HOUSE STABILIZED ACCESS ROAD (TYP) 84 LF DOUBLE ROW SILT FENCE (SEE DETAIL) SILVER STRAND MINE NPDES DISCHARGE CONTROL PLAN AND DETAILS SILVER STRAND III, LLC. DANIEL F. WATERS, P.E. 60746 14, 16 47S 29E IMMOKALEE COLLIER JOSH S. MUELLER, P.E. ALEJANDRO AVILA JANUARY 2025 1" = 600' N.T.S. P-SS03-001-001-C03-701EC.dwg P-SS03-001-001-C03 C-701 17 17 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 150'300'600'1200'1800' Bar Scale: 1" = 600' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: GENERAL SHEET NOTES 1.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. 2.THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL, FDEP, PPS 6-301 TO 6-500). A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE B) BMP 1.05 STRAW BALE BARRIER C) BMP 1.06 SILT FENCE D) BMP 1.08 STORM INLET DRAIN PROTECTION 3.THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF REQUIREMENTS FOR SOIL EROSION CONTROL PER DIVISION 3.7 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCE WITH REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. 5.THIS PLAN IS A CONCEPT, PREPARED TO DEMONSTRATE ONE APPROACH TO PROVIDING EROSION CONTROL FOR THE PROJECT, AS REQUIRED BY COLLIER COUNTY FOR PERMITTING PURPOSES. SITE GENERAL CONTRACTOR MAY PROVIDE AN ALTERNATIVE PLAN AT THE TIME OF NPDES PERMITTING, AND PRIOR TO CONSTRUCTION GRAVEL CONSTRUCTION ENTRANCE N.T.S. 1 1/2" TYPE S-III ASPHALTIC CONCRETE LIMEROCK BASE FDOT #1 COARSE AGGREGATE 6' MIN. FILTER FABRIC UNDERLAY THROUGHOUT WIDT H A S REQ UI R E D (30' MIN.) 30' R.EXISTING PAVEMENT 50' M I N . PU B L I C R . O . W . WI D T H V A R I E S (PA V E D S U R F A C E M U S T EX T E N D T O R . O . W . ) SILT FENCE LEGEND TURBIDITY BARRIER INLET PROTECTION HAY BALES DOUBLE SILT FENCESCALE:1" = 1'PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 5/6/2025 1:03:09 PM] [Saved By: AAvila] [Plot Date: 7/3/2025 10:14:53 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-SS03-001\001_SilverStrand_III\Drawings-Civil\C03-Construction_Plans\Active\Sheet_Files\P-SS03-001-001-C03-701EC.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: Page 3138 of 9661 Silver Strand Mine CU-PL20220001634 June 26, 2025 1 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479 SILVER STRAND MINE CONDITIONS OF APPROVAL 1. The Silver Strand Mine Conditional Use shall be limited to what is depicted on the Conceptual Site Plan, dated September 2024, and prepared by Peninsula Engineering. 2. Minor changes in the location and siting of buildings, structures, and improvements authorized by this conditional use may be approved administratively at the time of application for SDP/SDPA or subdivision plat. 3. Prior to any vehicular use of the site, the owner shall post two (2) signs along the entry drive, clearly visible to vehicles entering and leaving the site, providing information regarding potential panther presence and notifying drivers of the need to use caution. Sign wording, placement and size will be subject to review and approval by Collier County Environmental Staff. The owner shall submit, and receive approval of, the proposed signage plan in conjunction with the first to occur of either the Site Development Plan process or other local development order as may be required which may allow vehicular use of the site. 4. Evidence of U.S. Fish and Wildlife Service (FWS) and Florida Fish and Wildlife Conservation Commission (FWC) accepted mitigation for impacts to panthers, woodstorks, Florida black bear and other listed species will be required prior to the pre-construction meeting with Staff. 5. A littoral shelf planting area to commence during the reclamation phase of the project shall be shown on the excavation permit for this conditional use and shall meet the current standards of the Land Development Code at the time of submittal of the Commercial Excavation Permit. 6. The owner/petitioner shall obtain a South Florida Water Management District Agricultural Surface Water Management Permit or permit modification for this site, if applicable. 7. The maximum total daily trip generation for the CU shall not exceed 162 two-way PM peak hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or excavation permit approval, whichever occurs first. The maximum number of one-way trucks per day (maximum one-way loads per day) is 430. 8. Pursuant to Section 125.022(5) F.S., issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of the permit if the applicant fails to obtain requisite approvals for fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. Page 3139 of 9661 Silver Strand Mine CU-PL20220001634 June 26, 2025 2 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479 9. Mining operations are permitted between 6:30 am and 5:00 pm Monday through Friday, and between 7:00 am and 3:00 pm on Saturday. 10. The Owner/Petitioner shall be responsible for all maintenance of the internal haul roadways and the connection to Camp Keais Road for the duration of the mining operation. The area surrounding and between the tire-wash system and the Camp Keais Road access shall be paved consistent with the weigh stations shown on the master plan and/or be a minimum of 22 feet in width and a depth of 1.5 inches of asphalt or asphalt millings with minimum LDC required base. A Dust Control Plan, for Silver Strand Mine shall be submitted with the Excavation Permit. The tire wash system shall be installed to wash dust from the wheels and underbody of all haul trucks exiting the facility. This system will direct water under pressure at the wheels and the underside of each vehicle as it passes through. This condition shall also apply to any potential future access on SR 29. 11. Haul trucks will not be permitted to park or stage along public rights-of-way. Applicant may allow haul trucks to stage or park on the project’s internal roadway prior to 6:30 a.m. 12. Upon completion of excavation activities, all buildings, equipment, and berms shall be removed within six months, or used in the reclamation process or for agricultural purposes. 13. The BZA may revoke the approval of this Conditional Use if the Collier County Code Enforcement Board finds that the mine operator has violated or has not fully complied with all conditions of approval including completion of improvements indicated on the Conditional Use Master Plan and the mine operator has failed to remedy the violation or come into compliance within the time period established by the Code Enforcement Board. 14. The mining operations shall be conducted in compliance with the laws of the State of Florida, Collier County Government, and the Federal Government. 15. The lifespan of the mine is 20 years from the date of Conditional Use approval by the Board of County Commissioners. 16. Adequate utility, access roads, drainage, and other necessary facilities shall continue to be maintained. 17. Each year, the owner shall provide a report to the Collier County Transportation Management Services Department, which will include the condition of the roadways adjacent to the property entrance(s), accident reports, and average daily and peak hour vehicle trips entering and exiting the earth mine. Page 3140 of 9661 Silver Strand Mine CU-PL20220001634 June 26, 2025 3 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479 18. An approved indigo snake plan is required to be implemented prior to the beginning of any construction, including site clearing. The name and contact information of a qualified biologist who will monitor work shall be supplied to Environmental Services Department staff at the pre-construction meeting or prior to excavation permit approval, whichever is first. 19. An updated listed species survey, less than 6 months old, is required for areas to be excavated prior to the pre-construction meeting with Staff. As required by the Florida Fish and Wildlife Conservation Commission Technical Assistance, follow-up pedestrian surveys of each new mining block will be conducted between 60 and 180 days prior to the commencement of any mining-related activity through the life of the project. The applicant shall submit a copy of these surveys to the Development Review Division Director. 20. The Owner will install a LDC required buffer within 180 days along any property boundary where an SRA, PUD, rezone, or other residential development has been approved on an adjacent property, unless development on the adjacent property includes the construction of a perimeter berm that is a minimum of 6’ in height. 21. The owner/petitioner will install 200 LF of a 20’ Type ‘C’ buffer adjacent to the abutting residential parcel along the eastern property boundary. This buffer will wrap the corner of the subject property line, providing 100 LF on each side. Refer to the conceptual site plan prepared by Peninsula Engineering. 22. The maximum allowable depth of the excavation shall be 58’. Page 3141 of 9661