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Final SDP PACKAGE
COACT Count y Granth Management Department May 23, 2017 Mr. Brian Howell Phoenix Associates of South Florida, Inc. 13180 Livingston Rd, Unit 204 Naples, FL 34109 Re: Final Site Development Plans Approval SDP Trio Residential Hotel Shoppes Project Number: PL20150001929 Dear Applicant: THIS IS YOUR PERMIT AND MUST BE POSTED ONSITE! This office has reviewed the Final Site Development Plan for the referenced project and has no objection to the construction of water, sewer, paving, and drainage aspects of the project subject to the following stipulations: • By receipt and acceptance of this approval, the petitioner acknowledges that a pre -construction meeting is required by code for this project. If the pre -construction meeting is not held prior to the beginning of construction, the project will be cited and shut down until the required meeting is held. Even with an Early Work Authorization a pre -construction meeting is required. General Conditions • CHANGES IN USE AND/OR DESIGN OF THESE SITE AND ARCHITECTURAL PLANS ARE NOT AUTHORIZED WITHOUT WRITTEN APPROVAL BY THE COUNTY. CHANGES SHALL REQUIRE RE—REVIEW IN ACCORDANCE WITH ALL CURRENT COUNTY CODES INCLUDING PARKING FACILITIES, UTILITIES, TRANSPORTATION, ENVIRONMENTAL REQUIREMENTS AND THE LIKE. • A preliminary inspection and approval of the infrastructure for multi -family residential must be done by Engineer Inspections prior to any Certificate of Occupancy being granted. • Permits from other agencies having jurisdiction over this project shall be obtained prior to start of construction. • Please call Mr. David Crane at (239) 252-6820 to schedule a pre—construction meeting a minimum of 48 hours prior to start of construction. • This Final Site Development Plan is approved due to the issuance of a Certificate of Public Facility Adequacy No. 16-0038 with respect to Collier County Ordinance 93-82. • All construction activities permitted by this letter shall only occur during the following times: 6:30 A.M. to 7:00 P.M., Monday through Saturday; no work is permitted on Sundays and the following holidays: New Year's Day, Memorial Day, 4th of July, Labor Day, Thanksgiving Day, Christmas Day. • The review and approval of these improvement plans does not authorize the construction of required improvements, which are inconsistent with easement of record. • Upon completion of the infrastructure improvements associated with a site development plan and prior to the issuance of a certificate of occupancy, the engineer shall provide a completion certificate as to the improvements, together with all applicable items referenced in Section 10.02.05 of this code including electronic disk. Upon a satisfactory inspection of the improvements, a certificate of occupancy may then be issued. Zoning Conditions • SIGNAGE RESTRICTIONS: Please be advised that any permanent sign (wall, ground, monument, directory, etc.) requires a separate building permit and must meet the provisions of the Collier County Land Development Code, Section 5.06.00, and/or the applicable provisions of the governing Planned Unit Development (PUD) document, regardless of any sign placement, dimensions or color depicted on the site and/or architectural plans approved by this letter. • All PUD related stipulations shall apply to this project. Utility Conditions • See attached Exhibit "A" • Written confirmation from that the water/sewer facilities have been accepted and placed in service must be provided prior to issuance of a Certificate of Occupancy. • "APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE METER SIZE. SIZING OF THE METER SHALL BE DONE WITH THE APPROVAL OF PUBLIC UTILITIES ENGINEERING DIRECTOR OR HIS DESIGNEE, BASED ON DOCUMENTATION RECEIVED FROM THE ENGINEERING OF RECORD. THE METER DETAIL SHALL BE SUBMITTED TO ENGINEERING REVIEW SERVICE FOR APPROVAL PRIOR TO INSTALLATION". • No water or sewer utility construction shall commence until proper DEP permits have been obtained. Subdivision Conditions • All work shall be in accordance with applicable Collier County ordinances and rules and regulations of other entities having jurisdiction over the project. Environmental Conditions • Site clearing is conditioned to the stipulations contained on the approved plans. • Required permits for listed species relocation must be provided to staff at the pre -construction meeting. • Silt fencing must be installed prior to any mechanical clearing. • Exotic vegetation must be removed prior to preliminary acceptance as required on the approved plans. Water Management Conditions • All work shall be in accordance with applicable State or Federal rules and regulations. • Work area shall be properly barricaded with hay bales and/or silt screens during the entire time of construction, to prevent any siltation during construction. • Separate excavation permit must be obtained. • The engineer of record, prior to issuance of a Certificate of Occupancy, shall provide documentation from the stormwater maintenance entity that it has been provided information on how the stormwater system works and their responsibility to maintain the system. • This project shall be permitted by SFWMD. • Whether or not this project was permitted by SFWMD, dewatering shall not occur without a dewatering permit from the South Florida Water Management District. Addressing Conditions • Pursuant to Ordinance No. 07-62, no proposed subdivision, street, building, condominium or development may utilize the same name or a similar sounding name as any existing subdivision, street, building, condominium or development, except that the major street within a subdivision may utilize the name of the subdivision. Any changes to the project name shall be reviewed and approved by Growth Management Department/Planning and Regulation Addressing Section. Landscaping Conditions • At the time of Preliminary Acceptance the Landscape Architect shall certify that the landscaping has been installed in substantial accordance with the approved plans and specifications. The certification shall be in a form approved by the County Manager or his designee. Fire Protection Conditions • Please note that prior to the accumulation of combustible building materials on site, proposed fire hydrants must be operable with the minimum required fire flows and improved stabilized emergency apparatus access ways (min. 20' wide) must be available to within 100' of the structures. • No fire appliances shall be obstructed, visually or functionally, by vegetation. Additional Stipulations • 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 or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. This permit is conditioned on all other applicable state or federal permits being obtained before commencement of the development. • Utility Billing: Trash trucks require a minimum clear overhead clearance of 14'6". Operation of the unit may require as much as 10' additional overhead clearance. • Engineering: Provide a copy of SFWMD Permit or permit modification prior to the pre -construction meeting. • Engineering: The FPL Easement recorded at OR 776, PG 997 (as shown on the survey) encumbers the southwestern portion of parcel 2. The easement must be partially vacated to accommodate the proposed buildings. • Engineering: This approval does not constitute approval by City of Naples Utilities. A letter of approval from City of Naples Utilities must be submitted prior to scheduling the pre -construction meeting. A pre -construction meeting is required prior to construction of water and/or sewer improvements. Contact David Crane at (239) 252- 6820 or DavidCrane@colliergov.net. All preliminary and final inspections of water and/or sewer improvements shall be requested in writing at least 48 hours ahead of time. Contact Melissa Alvarez at (239) 252-2279 or MelissaAlvarez@colliergov.net. • Transportation Planning 8/18/16 Stipulation: The OR Book and page reference for the access easement for the easterly adjacent property as shown on the site plan must be provided prior to CO. • Transportation Planning 8/18/16 Information Comment: The Traffic Impact Statement for Trio Hotel as prepared on April 15, 2016 and revised on July 21, 2016 is approved as the basis for transportation concurrency (adequacy of roadway capacity) and for trip banking. • Transportation Planning 8/18/16 Informational Comment: FDOT permit required for median improvements on Davis Blvd. and FDOT right-of—way. Please see FDOT Pre -App notes for clarification. Three (3) sets of approved plans, four (4) sets of architectural plans and four (4) sets of landscape plans are being returned herewith for your use. Five copies of approved SDP shall be attached to each set of building plans submitted. PURSUANT TO HB 503, PLEASE COMPLETE THE ATTACHED AFFIDAVIT OF COMPLIANCE AND PROVIDE TO CLIENT SERVICES STAFF (252-2400). INCLUDE THE BALANCE OF ANY OUTSTANDING INSPECTION FEES TOGETHER WITH ANY REQUIRED STATE OR FEDERAL PERMITS. UPON PROCESSING THE AFFIDAVIT OF COMPLIANCE, A PRE -CONSTRUCTION MEETING MAY BE SCHEDULED. Be advised that this approval automatically expires in thirty-six (36) months pursuant to Collier County Land Development Code Section 10.02.03.H.2. The expiration date is August 23, 2019. Please call if you have any questions or need any additional information. Sincerely, Development Review Division Growth Management Department 2800 N. Horseshoe Dr. Naples, Florida 34104 239-252-2400 cc: Property Appraiser (w/attach.) Engineering Inspections Supervisor (w/attach.) Customer Services/Addressing (w/attach.) Operations Analyst, Public Utilities Engineering (w/attach.) Fire Review - Thomas Mastroberto City of Naples Utilities, Allyson Holland Records- SDP-PL20150001929, (w/attach.) offer County Reviewed and Approved For Permit Issuance PL20150001929 05/23/2017 Q B A A 1 IA 3 M LANDSCAPE MASTER PLANS FOR: MimrF. IDxed-Use ProJ'ect RESIDENCES, HOTEL, BUSINESSES PART OF SECTION 11, TOWNSHIP 50 S, RANGE 25 E. COLLIER COUNTY, FLORIDA NAPLES, FLORIDA Vicinity Map PLANS PREPARED FOR: PHOENIX ASSOCIATES OF FLORIDA, INC 13180 LIVINGSTON ROAD, SUITE # 204 NAPLES, FLORIDA 34109 (239) 596-9111 Not valid without embossed seal, signature, and date. CCopyright 2o16, KDG LANDSCAPE ARCHITECTURE, INC. Ois plan is protected under the federal and state copyright laws. Rreproduction, changes or assignments are prohibited." umes no liability for any structure built from these plans. KDG ass onstruction, the client, builder, or contractor must verify ins, compliance with all governing codes & ordinances, Before c,rporate site conditions, dimensic and incc CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-477' ) SUNSHINE STATE ONE CA) L OF FLUKIUA, IIVG. -'- Sheet Index SHEET H DESCRIPTION C0.1 H COVER SHEET North L1.0 H CODE REQUIREMENTS / PLANT LEGEND L1.1 LANDSCAPE PLAN (20 SCALE) L1.2 H PLANTING DETAILS & NOTES H L2.1 IRRIGATION MASTER PLAN (20 SCALE) L2.2 IRRIGATION DETAILS L2.3 H IRRIGATION SPECIFICATIONS & NOTES 5 6 Site Map Owners: Project Engineer: Project Landscape Architect: DEVELOPMENT REVIEW LANDSCAPE REVIEW APPROVAL LANDSCAPE PLANNER DATE TRIGATE ENTRPRISES, LLC 1447 PALMA BLANCA COURT NAPLES, FLORIDA 34119 DAVTAMI ENTERPRISES, LLC 9130 GALLERIA COURT, #112 NAPLES, FLORIDA 34109 PHOENIX ASSOCIATES OF FLORIDA, INC 13180 LIVINGSTON ROAD, SUITE # 204 NAPLES, FLORIDA 34109 (239) 596-9111 KNAAK DESIGN GROUP 8881 TERRENE COURT, #103 BONITA SPRINGS, FL 34135 (800) 560-8361 PL 2015 00 0 1 9 2 9 REV 4 laftk designgroup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRATION: AUG L IAAF BRUCE coo 9y� LA6666907 * STATE OF P O 0 R 1 NORTH: PROJECT NAME AND LOCATION_ TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: COVER SHEET PROJECT PHASE: - ISSUE DATE: 8-19-2016 DRAWN BY: - APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. cool SHEET - OF - B C 1 SITE DATA TOTAL AREA 86,239 1.98 100% BUILDING AREA 14,448 0.33 16.8% IMPERVIOUS - PARKING GARAGE 31,000 0.71 35.9% IMPERVIOUS - PAVEMENT (VUA) 9,664 0.22 11.2% IMPERVIOUS - (SIDEWALK /CURB)I 4,989 0.12 5.8% PERVIOUS 1 26,138 0.60 30.3% 2 ZONING / ACTUAL USE SUBJECT PROPERTY: C-4 GTMUD-MXD ADJACENT PROPERTIES: NORTH - R.O.W. (DAVIS BLVD): THEN C-4 GTMUD-MXD SOUTH - R.O.W. (TAMIAMI TRAIL EAST) THEN CITY OF NAPLES ZONED PD EAST - C-4 GTMUD-MXD WEST - N/A PERIMETER LANDSCAPE BUFFER CALCS (LDC section 4.06.02 C-4) WEST BUFFER: Right -of -Way Landscaping - Not Applicable per Site Plan Design SOUTH BUFFER: Right -of -Way Landscaping - Type "D" Buffer (LDC section 4.06.02 CA. and Table 2.4) 425 L.F.130 = 14 Trees Required (Perimeter of site adjacent to R.O.W) (14 Trees Provided) Also SEE Design Standards for Bayshore Gateway Triangle Redevelopment (LDC Section 4.02.16) E. Landscaping & Buffer Requirements iii. Road ROW Buffers b) All other developments shall provide a buffer consisting of one of the following: 2) A hardscape area extending from the back of the street planting zone to the primary front facade. The hardscaped area shall perform as an expanded public realm and may include benches, outdoor eating areas, plazas, fountains, and art pieces. NORTH BUFFER: Right -of -Way Landscaping - Type "D" Buffer (LDC section 4.06.02 CA. and Table 2.4 380 L.F./30 = 13 Trees Required (Perimeter of site adjacent to R.O.W) (13 Trees Provided) EAST BUFFER: Perimeter Landscape Buffering - Type "A" (LDC section 4.06.02 C. and Table 2.4) Type A- minimum width of 10 ft, trees at 30' on center.: 369 L.F./30 = 12 Trees Required (Perimeter L.F.) (9 Palms = 3 Trees + 9 Canopy Trees = 12 Trees Provided) BUILDING FOUNDATION PLANTING CALCULATIONS Buildings with 50 feet or greater zoned height: 55% x (652 LF) total of all facade lengths x 20 ft. = (7,172 SF Total) (Facade A+B+C+D) (sf of foundation plantings req.) 7,172 SF / 500 SF = 14 Trees Required. (14 Trees Provided) ❑ Trees and palms must be a minimum 18 feet high at planting. ❑ Minimum width of planting beds must be 10 feet. ❑ Trees and palms must be provided at a rate of 1 per 500 square feet of required foundation planting area. VEHICULAR USE AREA CALCULATION (LDC section 4.06.03 B-1) VEHICULAR USE AREA: Interior Landscaping for Vehicular Use Areas (LDC section 4.06.03 B.1.) 10% x 32,059 S.F. = 3,205 S.F./250 = 12 Trees (Pavement Area) (Required Interior Landscape Area) (12 Trees Provided) MULCH CALCULATIONS (LDC section 4.06.05 D-6) Mulch (LDC section 4.06.05 D.6.) 161 C.Y. Required x 25% = 40 C.Y. Maximum Cypress Mulch 0 C.Y. Cypress Mulch Provided Mulch to �►Tr n �T � e Provided: 161 C.Y. Pine Straw Provided. AND LANDSCAPE CALCULATIONS 3 Not valid without embossed seal, signature, and date. ©Copyright 2or6, KDG LANDSCAPE ARCHITECTURE, INC This plan is protected under the federal and state copyright laws. Reproduction, changes or assignments are prohibited. KDG assumes no liability for any structure built from these plans. Before construction, the client, builder, or contractor must verify dimensions, compliance with all governing codes & ordinances, and incorporate site conditions. CALL 48 HOURS BEFORE YOU DIG �1_1 It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL ur rLvrauH, irvL,. GENERAL TREE REQUIREMENT CALCULATION: Developed Area / 3,000SF = General Trees Required (86,239)S.F. / 3000 = (28 )Trees (Developed Area) (# Trees Required) 74 TREES PROVIDED on entire site including buffers. NATIVE PLANT CALCULATIONS (LDC section 4.06.05 D.1) Trees and Shrubs (LDC section 4.06.05 D.1.) Site is located South & West of 1-75 and North & East of US 41: 84 Trees x 75% = 63 Native Trees Required 69 Native Trees Provided 1,853 Shrubs x 50% = 927 Native Shrubs Required \ 933 Native Shrubs Provided = NATIVE SHRUBS (crinum americanum is a florida native) CLEARING NOTES: 1. PROHIBITED EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE (LDC), SHALL BE REMOVED FROM THE SITE AND SHALL BE PREVENTED FROM REINVADING THE SITE IN PERPETUITY. 2. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION THE APPLICANT SHALL INSTALL TEMPORARY CONSTRUCTION FENCE (e.g. ENVIROFENCE) ALONG THE LIMITS OF CLEARING OF THE EXISTING VEGETATION TO REMAIN ON SITE. THIS FENCE SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION. PLANT SCHEDULE TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE SPECIFICATION CS2 Conocarpus erectus 'Sericeus' / Silver Buttonwood Multi -Trunk, Full Tree Form 10'-12'H X 5'-6'W SIZE CS Cordia sebestena / Orange Geiger Tree Full 1.75"Cal 10'-12'H X 5'-6'W Clusia rosea 'Nana' / Dwarf Pitch Apple ED Elaeocarpus decipiens TM / Japanese Blueberry Tree Pyramidal 1.75"Cal 10'-12'H X 5'-6'W PROVIDE PHOTO IE Ilex x attenuata'Eagleston' / Eagleston Holly Pyramidal 1.75"Cal 10'-12'H X 5'-6'W Ixora x'Nora Grant' / Ixora'Nora Grant MB Magnolia grandiflora'D.D. Blanchard' TM / Southern Magnolia Full 2"Cal 18'-20'H X 7'-8'W 36" Min. Ht. SR Building Foundaion Trees to be a minimum of 18' in Height 3 gal Minimum 24" Ht. SHRUB AREAS BOTANICAL NAME / COMMON NAME PALM TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE SPECIFICATION AC Adonidia merrillii / Christmas Palm Full Triple Trunk 12-15' H PROVIDE PHOTO PS Phoenix sylvestris / Wild Date Palm Show Photo Nephrolepis biserrata Macho Fern' / Macho Fern 18' Minimum 24" Min. Height RE Roystonea elata / Florida Royal Palm Height 24" Min. Height 18'-20'H X 7'-8'W PROVIDE PHOTO 3 gal Building Foundation Palms to be a Minimum TD Tripsacum dactyloides nana / Dwarf Fakahatchee Grass 3 gal 24" Min. Height of18' in Height SS Sabal palmetto / Cabbage Palmetto Height See Plan for Heights 18'-20'H X 7'-8'W 0 = NATIVE PLANTS (note that crinum americanum is a florida native) SPECIFICATION SPECIFICATION COLLIER COUNTY - GENERAL LANDSCAPE REQUIREMENTS 1. Parking lots require one landscape island for every 10 parking spaces. The island shall be a minimum of 8 feet in width, measured from inner curb to inner curb, and the same length as the parking space. 2. Terminal landscape islands are required at the end of all rows of parking. 3. Landscape islands shall be curbed at the radius. 4. Light poles and underground utilities, such as hydrants and water lines, shall not be located within the landscape islands. 5. For site South and West of U.S. 41, all required landscaping shall be 100% native species as determined by accepted valid scientific reference. For sites South and West of 1-75 and North and East of U.S. 41, a minimum of 75% native trees and 50% native shrubs are required. For sites North and East of 1-75, a minimum of 75% native trees and 35% native shrubs are required. 6. At the time of installation, code required trees shall be a minimum of 10 feet in height, 1 3/4 inch caliper, and have a 4 foot canopy spread. 7. When more than ten trees are required, a mix of species shall be provided based on the total number of trees. The table below provides an overview: Number Trees Required = Minimum Number of Species Required: More than 10 Trees = 2 Species More than 20 Trees = 3 Species More than 30 Trees = 4 Species More than 40 Trees = 5 Species 8. All code required landscaping shall meet the standards for the Florida No. 1 or better, as set out in Grades and Standards for Nursery Plants, part I and part II. Department of Agriculture State of Florida. Please place the previous statement on all Landscape Plans submitted for review to the Collier County Planning and Zoning Department. 9. A grouping of 3 palm trees shall be the equivalent of 1 canopy tree. Exceptions will be made for Roystonea spp. and Phoenix spp. (not including roebelenii). Palms can only be used for up to 30% of the canopy tree requirement. 10. Please refer to the Native Plant List and Cold Tolerance Map as aguide for the species that are most suitable for a site. 11. Do not locate taller growing tree species under power lines. 12. Tree details shall be shown on the Landscape Plan. 13. Provide Landscape Calculations on the Landscape Plan. 14. Irrigation Plans shall be submitted with the Landscape Plan. 15. Differentiate between code required landscapin,o and non -code required landscaping by highlighting the code required landscaping on the L andscape Plan. PLANT SCHEDULE & GENERAL REQUIREMENT S QTY 14 20 7 13 QTY 2 7 0 Building Foundation Palms to be a minimum of 18' Height per 28 code 104 SHRUBS BOTANICAL NAME / COMMON NAME SIZE SIZE Cl Chrysobalanus icaco / Coco Plum 3 gal Minimum 24" Ht. CN Clusia rosea 'Nana' / Dwarf Pitch Apple 3 gal Minimum 24" Ht. CU Coccoloba uvifera / Sea Grape 7 gal 36" Min. Ht. CA2 Crinum americanum / Seven Sisters 15 gal 36" Min. Ht. IN Ixora x'Nora Grant' / Ixora'Nora Grant 3 gal Minimum 24" Ht. RE2 Rhapis excelsa / Lady Palm 5 gal 36" Min. Ht. SR Strelitzia reginae / Bird Of Paradise 3 gal Minimum 24" Ht. SHRUB AREAS BOTANICAL NAME / COMMON NAME CONT SIZE CD Codiaeum x / Croton 3 gal 24" Min. Height DV Dietes vegeta ; African Iris 3 gal 24" Min. Height LG Liriope gigantea / Giant Liriope 1 gal NM Nephrolepis biserrata Macho Fern' / Macho Fern 3 gal 24" Min. Height PR Pennisetum setaceum 'Rubrum' / Purple Fountain Grass 3 gal 24" Min. Height SB Spartina bakeri / Sand Cord Grass 3 gal 24" Min. Height TD Tripsacum dactyloides nana / Dwarf Fakahatchee Grass 3 gal 24" Min. Height 0 = NATIVE PLANTS (note that crinum americanum is a florida native) SPECIFICATION SPECIFICATION COLLIER COUNTY - GENERAL LANDSCAPE REQUIREMENTS 1. Parking lots require one landscape island for every 10 parking spaces. The island shall be a minimum of 8 feet in width, measured from inner curb to inner curb, and the same length as the parking space. 2. Terminal landscape islands are required at the end of all rows of parking. 3. Landscape islands shall be curbed at the radius. 4. Light poles and underground utilities, such as hydrants and water lines, shall not be located within the landscape islands. 5. For site South and West of U.S. 41, all required landscaping shall be 100% native species as determined by accepted valid scientific reference. For sites South and West of 1-75 and North and East of U.S. 41, a minimum of 75% native trees and 50% native shrubs are required. For sites North and East of 1-75, a minimum of 75% native trees and 35% native shrubs are required. 6. At the time of installation, code required trees shall be a minimum of 10 feet in height, 1 3/4 inch caliper, and have a 4 foot canopy spread. 7. When more than ten trees are required, a mix of species shall be provided based on the total number of trees. The table below provides an overview: Number Trees Required = Minimum Number of Species Required: More than 10 Trees = 2 Species More than 20 Trees = 3 Species More than 30 Trees = 4 Species More than 40 Trees = 5 Species 8. All code required landscaping shall meet the standards for the Florida No. 1 or better, as set out in Grades and Standards for Nursery Plants, part I and part II. Department of Agriculture State of Florida. Please place the previous statement on all Landscape Plans submitted for review to the Collier County Planning and Zoning Department. 9. A grouping of 3 palm trees shall be the equivalent of 1 canopy tree. Exceptions will be made for Roystonea spp. and Phoenix spp. (not including roebelenii). Palms can only be used for up to 30% of the canopy tree requirement. 10. Please refer to the Native Plant List and Cold Tolerance Map as aguide for the species that are most suitable for a site. 11. Do not locate taller growing tree species under power lines. 12. Tree details shall be shown on the Landscape Plan. 13. Provide Landscape Calculations on the Landscape Plan. 14. Irrigation Plans shall be submitted with the Landscape Plan. 15. Differentiate between code required landscapin,o and non -code required landscaping by highlighting the code required landscaping on the L andscape Plan. PLANT SCHEDULE & GENERAL REQUIREMENT S QTY 14 20 7 13 QTY 2 7 0 v Wftk df9idgngroup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRA o 9 A MO LA000"U7 * - �* STATE OF P < O R ` O NOR -R: PROJECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REViS ONS: NO. DATE REVISION: DRAWING TITLE: County Landscape Requirements PROJECT PHASE: _ ISSUE DATE: 8-19-2016 DRAWN BY: - APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. L1.0 SHEET OF - QTY 28 162 104 21 10 1 59 SPACING QTY 24" o.c. 257 30" o.c. 107 30" o.c. 259 36" o.c. 343 30" o.c. 227 36" o.c. 112 36" o.c. 163 v Wftk df9idgngroup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRA o 9 A MO LA000"U7 * - �* STATE OF P < O R ` O NOR -R: PROJECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REViS ONS: NO. DATE REVISION: DRAWING TITLE: County Landscape Requirements PROJECT PHASE: _ ISSUE DATE: 8-19-2016 DRAWN BY: - APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. L1.0 SHEET OF - I_1 B 1 2 0 0 0 0 0 �cs IN B 1S B 36 m I Fit" ti Not valid without embossed seal, signature, and date. ©Copyright 2o16, KDG LANDSCAPE ARCHITECTURE, INC This plan is protected under D the federal and state copyright laws. Reproduction, changes or assignments are prohibited. KDG assumes no liability for any structure built from these plans. Before construction, the client, builder, or contractor must verify dimensions, compliance with all governing codes & ordinances, and incorporate site conditions. CALL 48 HOURS BEFORE YOU DIGe hh r?( It's the Law! OF FLORIDA INC. 1-800-432-477"� SUNSHINE STATE ONE CA nl AM L1 NM 33 Pool NM Bpi �kqslq COURTYARD o� CS2 B 4 F RE 18' 1 "'II, ZOYSIA SOD i�0 rW__.6 F PS 18k 4 IN IE V 5 1 2:1 BUILDING 123,750 SF NM SR 6 18 VAVU NM mulch ring 6 (typical) IN RE2 5 1 NM 7 S R B RE 1 9 CD 25 L ZOYSIA )0°°SOD 1 �1 j PAR ING GA GE ZOYSIA SOD MB F 1 18' 0 0 0 0 0 RE B 1 V ERE 1 NM 18 001 CU _1 5 Se 74 SS 3 l 3:1 Art CID uIc ZOYSIA SOD 0 0 ►moi V (CS2 7 6 PLANT KEY B = Buffer Trees F = Foundation Trees V = Vehicular Use Area Trees 0 20' 40' 80' GRAPHIC SCALE SCALE: 1” = 20'-0" 0 ak designgroup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com NORTH: PRO.IECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: PLANTING PLAN PROJECT PHASE: _ ISSUE DATE: 8-19-2016 DRAWN BY: - APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. L1.1 SHEET OF - F.0 IS C IIIIIIIIIIIIIIA 1 NOTE: PULL MULCH BACK FROM BASE OF PLANTS 2 - PLY REINFORCED RUBBER OR PLASTIC HOSE - MIN. 3/4" DIA. WRAP ABOVE FIRST BRANCHES #12 GALV. GUY WIRE MIN. 3 PER TREE WHITE OR YELLOW SURVEYOR TAPE ON EACH WIRE GALV. TURNBUCKLES MIN. 3" PINE MULCH 6" BERM TO HOLD WATER BACKFILL W/ PREPARED PLANTING SOIL MIX REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL EXISTING SOIL - DO NOT REMOVE MUST HAVE A SOLID SOIL PEDESTAL R1 LARGE TREE TYPICAL PLANTING DETAIL NOTE: STAKE PALMS WITH 14' C.T. AND OVER ONLY II I II I II I %DT REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL NOTE: PULL BACK MULCH OF ROOTBALL EXISTING SOIL - DO NOT REMOVE BACK FROM BASE OF PLANTS MUST HAVE A SOLID SOIL PEDESTAL PALM TYPICAL PLANTING DETAIL NOTE: ALL PLANTS SHALL BE INSTALLED IN TRIANGULAR SPACING AS NOTED ON PLANTING PLAN 2 3 4 5 Surround Stye Panting with Deeproot Universa Barriers When selecting the Surround style planting application you will F. If staking or guying is required we recommend using have the greatest success by following these simple steps as the soft, safe and economical alternative to traditional wire illustrated below: and hose, ArborTie (see wwwdeeproot.com for details) A. Prepare the initial planting hole as illustrated below. This is G. If the tree(s) will be subject to maintenance work such REMOVE ALL FRONDS. based upon the combination of desired barrier diameter and as lawn mowing or weed trimming we strongly recommend LEAVE 7 3/4" OF BUD. depth. Consider if drainage devices or amendments the installation of ArborGard+ Tree Trunk Protectors which DO NOT DAMAGE BUD. are needed to correct any adverse soil or planting conditions are placed around the base of young trees to protect in the backfill area. them from damage by weed trimmers, lawn mowers and small rodents. (See www.deeproot.com) B. Assemble the appropriate number of DeepRoot Universal Barrier panels. The vertical root deflectin ribs on the panel H. Water and follow proper tree maintenance practices. NO SCRAPS ON TRUNK must face inward, toward the root ball. g(This is very (NO BOOTS) important, otherwise the roots will become girdled by Trees do require care and nurturing after planting. Consu t Ztraveling around the smooth walled surface) with your local supplier for proper care procedures for the 5 (FIVE) LAYERS OF BURLAP. species you are planting. The planting instructions given here FIVE - 1 1/4" x 2 1/2" x 10" WOOD C. Next place the barrier in the center of the planting hole, are by no means a comprehensive guide. Rather they ore BATTEN CONNECTED WITH keeping in mind that the double top edge of the barrier general guidelines to planting with DeepRoot Barriers and a w TWO - 1/2" STEEL BANDS. should be positioned approximately 1/2" (13mm) above grade. survey of current planting methods. Conditions will vary MIN. 3" PINE This helps retard potential root overgrowth. Failing to position however and it is recommended that an Arborist be U the to edge above rade can allow root overgrowth which consulted before planting. STRAW MULCH 2" x 4" x 8' WOOD BRACE p g g g p g' (MIN, OF 3). TOENAIL TO can lead to uprooted hardscapes. For additional information please visit our website at BATTEN. D. Backfill and compact with soil inside the barrier to the www.deeproot.com 6" BERM TO HOLD WATER level where the bottom of the root ball will be when III=I I = positioned correctly with the crown of the root ball For information regarding distributors please call: 1 800 ILV -III—III \ BACKFILL W/ PREPARED / / / approximately 1" (26mm) above grade. ROOT (458.7668). For help with drainage or other difficult EEI I —I I I \ III—III= PLANTING SOIL MIX -I I —I I I ///� — —I installation questions please call DeepRoot Technical E. Remove the tree from its container, or cut away the top Support at: 1 800 ROOT TEK (766.8835). MOVE BURLAP AT TOP portion of burlap and position in the center of the barrier. RE i 11 I I 1=1 I I 1=1 III �I -1 1/3 REOF PLANTING BALL Complete the backfill of the soil. Distribute evenly to maintain the shape of the barrier and compact the 2-3 TIMES WIDTH EXISTING SOIL - DO NOT REMOVE backfill every 4"-6" (10cm-15cm). Roots will die OF ROOTBALL MUST HAVE A SOLID SOIL quickly if left exposed to the elements so keep exposure PEDESTAL of the roots to a minimum. NOTE: PULL MULCH BACK FROM BASE OF PLANTS A Typical Surround Planting Installation Using DeepRoot Universal Barrier BJSAIBAL PALM PLANTING DETAIL Top of DeepRoot Barrier Sidewalk Must be at least 1/2" (13mm) above Grccc. I q Cu -t O � O 00 O O O O NOTE: O O0 O O USE 1 1/4" x 1 1/4" x 4' STAKES FOR TREES 112" TO 1 1/4" CALIPER. OTHER O TREE STAKING SYSTEMS MAY BE t Soil Backfill ACCEPTABLE IF APPROVED. "Kt: DeepRoot Barrier O c� Subgrade a O DeepRoot Barrier (UB 18-2 Or UB 24-2) .., _ _,a �;i,.,.r" !-I Z _ (UB 18-2 or UB 24-2) EXISTING SOIL - DO NOT R"..... MUST HAVE A SOLID SOIL PEDESTAL p� SMALL TREE PLANTING DETAIL 4" DEPTH OF SPECIFIED PLANTING MIX TILLED TO A DEPTH OF 4" BELOW ROOT BALL 3' PINE MULCH OPTIONAL 1/8" X 4" STEEL EDGING OR 'DURABEN .' RECYCLEDPRODUC_ FINISH GRADE -- _CH 'LANTS NOTE: PULLBACK I BACK FROMBASE � APPROVED PLASTIC OR RUBBER GUYS. 1 1/4" x 2 1/2" x 10" STAKES DRIVEN AT 120° ANGLE, THEN TIGHTENED TO VERTICAL. (MIN. 2 STAKES, OPTIONAL 3 STAKES). MIN. 3" PINE MULCH 6" BERM TO HOLD WATER BACKFILL W/ PREPARED PLANTING SOIL MIX EXISTING SOIL REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL NOTE: PULL BACK MULCH BACK FROM BASE OF PLANTS VOTE: PULL BACK MULCH 3ACK FROM BASE OF PLANTS LANT CROWN AT GRADE OP DRESS WITH 3" PINE MULCH HIGH WATERING BASIN CARIFY SIDES OF HOLE PRIOR TO LANTING ERTILIZER TABLETS AS SPECIFIED OMPACTED BACKFILL MIXTURE AS PECIFIED OOT TAMPED COMPACTED BACKFILL UNDER ROOTBALL UNDISTURBED SUB -GRADE EXISTING SOIL - DO NOT REMOVE MUST HAVE A SOLID SOIL PEDESTAL pI.ANTING DETAIL SMALL TREETmm TOM- : 39" Minimum (99cm) Minimum 3 Times Root Ball Diameter (Where Possible) ROOT BARRIER PLANTING DETAIL Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS, Top of root barrier 2" (5cm) below finish grade of curb INSTALLATION SEQUENCE: 1. Prepare base and subgrade Concrete 2. Trench to appropriate depth for installation of 1` rao: barrier so that top of barrier is 2" (5cm) °a below =finish grade of top of curb. Compacted crushed base 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be Typical DeepRoot UB 24-2, nailed from the outside of the form) optional use of UB 18-2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: WITH DEEPROOT TREE ROOT BARRIER INSET INTO AA" TIE FRONDS W/ 3/16" HEMP 1. Prepare base and subgrade resign roup 2. Trench to appropriate depth for BARRIER INSTALLED IN A TRENCH IN SUBGRADE TIE BUD W/ 3/16" HEMP WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or TRIM AWAY ONE ROW OF halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. FRONDS FROM AROUND BUD 3. Place root barrier in trench, vertical „A„ Concrete ribs must face toward trey roots. 7-21-2016 x PROJECT 5. Place form material against barrier c (It may be nailed from the o„tside _J of the form) REVISIONS: NO. DATE REVISION: TRIM AWAY 213 OF FRONDS AT DRAWING TITLE: PLANTING D ETAI LS TIME OF DIGGING & TIEING ISSUE DATE: 8-19-2016 Y APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. LU 0 Z SHEET - OF - 20 LAYERS BURLAP PAD. FIVE - 1 1/4" x 2 1/2" x 10" WOOD a BATTEN CONNECTED WITH J O MIN. 3" PINE TWO - 1/2" STEEL BANDS. U W STRAW MULCH 2" x 4" x 8' WOOD BRACE (MIN, OF 3). TOENAIL TO LU J BATTEN. U -- 6" BERM TO HOLD WATER BACKFILL W/ PREPARED ,—,;,—; PLANTING SOIL MIX II I II I II I %DT REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL NOTE: PULL BACK MULCH OF ROOTBALL EXISTING SOIL - DO NOT REMOVE BACK FROM BASE OF PLANTS MUST HAVE A SOLID SOIL PEDESTAL PALM TYPICAL PLANTING DETAIL NOTE: ALL PLANTS SHALL BE INSTALLED IN TRIANGULAR SPACING AS NOTED ON PLANTING PLAN 2 3 4 5 Surround Stye Panting with Deeproot Universa Barriers When selecting the Surround style planting application you will F. If staking or guying is required we recommend using have the greatest success by following these simple steps as the soft, safe and economical alternative to traditional wire illustrated below: and hose, ArborTie (see wwwdeeproot.com for details) A. Prepare the initial planting hole as illustrated below. This is G. If the tree(s) will be subject to maintenance work such REMOVE ALL FRONDS. based upon the combination of desired barrier diameter and as lawn mowing or weed trimming we strongly recommend LEAVE 7 3/4" OF BUD. depth. Consider if drainage devices or amendments the installation of ArborGard+ Tree Trunk Protectors which DO NOT DAMAGE BUD. are needed to correct any adverse soil or planting conditions are placed around the base of young trees to protect in the backfill area. them from damage by weed trimmers, lawn mowers and small rodents. (See www.deeproot.com) B. Assemble the appropriate number of DeepRoot Universal Barrier panels. The vertical root deflectin ribs on the panel H. Water and follow proper tree maintenance practices. NO SCRAPS ON TRUNK must face inward, toward the root ball. g(This is very (NO BOOTS) important, otherwise the roots will become girdled by Trees do require care and nurturing after planting. Consu t Ztraveling around the smooth walled surface) with your local supplier for proper care procedures for the 5 (FIVE) LAYERS OF BURLAP. species you are planting. The planting instructions given here FIVE - 1 1/4" x 2 1/2" x 10" WOOD C. Next place the barrier in the center of the planting hole, are by no means a comprehensive guide. Rather they ore BATTEN CONNECTED WITH keeping in mind that the double top edge of the barrier general guidelines to planting with DeepRoot Barriers and a w TWO - 1/2" STEEL BANDS. should be positioned approximately 1/2" (13mm) above grade. survey of current planting methods. Conditions will vary MIN. 3" PINE This helps retard potential root overgrowth. Failing to position however and it is recommended that an Arborist be U the to edge above rade can allow root overgrowth which consulted before planting. STRAW MULCH 2" x 4" x 8' WOOD BRACE p g g g p g' (MIN, OF 3). TOENAIL TO can lead to uprooted hardscapes. For additional information please visit our website at BATTEN. D. Backfill and compact with soil inside the barrier to the www.deeproot.com 6" BERM TO HOLD WATER level where the bottom of the root ball will be when III=I I = positioned correctly with the crown of the root ball For information regarding distributors please call: 1 800 ILV -III—III \ BACKFILL W/ PREPARED / / / approximately 1" (26mm) above grade. ROOT (458.7668). For help with drainage or other difficult EEI I —I I I \ III—III= PLANTING SOIL MIX -I I —I I I ///� — —I installation questions please call DeepRoot Technical E. Remove the tree from its container, or cut away the top Support at: 1 800 ROOT TEK (766.8835). MOVE BURLAP AT TOP portion of burlap and position in the center of the barrier. RE i 11 I I 1=1 I I 1=1 III �I -1 1/3 REOF PLANTING BALL Complete the backfill of the soil. Distribute evenly to maintain the shape of the barrier and compact the 2-3 TIMES WIDTH EXISTING SOIL - DO NOT REMOVE backfill every 4"-6" (10cm-15cm). Roots will die OF ROOTBALL MUST HAVE A SOLID SOIL quickly if left exposed to the elements so keep exposure PEDESTAL of the roots to a minimum. NOTE: PULL MULCH BACK FROM BASE OF PLANTS A Typical Surround Planting Installation Using DeepRoot Universal Barrier BJSAIBAL PALM PLANTING DETAIL Top of DeepRoot Barrier Sidewalk Must be at least 1/2" (13mm) above Grccc. I q Cu -t O � O 00 O O O O NOTE: O O0 O O USE 1 1/4" x 1 1/4" x 4' STAKES FOR TREES 112" TO 1 1/4" CALIPER. OTHER O TREE STAKING SYSTEMS MAY BE t Soil Backfill ACCEPTABLE IF APPROVED. "Kt: DeepRoot Barrier O c� Subgrade a O DeepRoot Barrier (UB 18-2 Or UB 24-2) .., _ _,a �;i,.,.r" !-I Z _ (UB 18-2 or UB 24-2) EXISTING SOIL - DO NOT R"..... MUST HAVE A SOLID SOIL PEDESTAL p� SMALL TREE PLANTING DETAIL 4" DEPTH OF SPECIFIED PLANTING MIX TILLED TO A DEPTH OF 4" BELOW ROOT BALL 3' PINE MULCH OPTIONAL 1/8" X 4" STEEL EDGING OR 'DURABEN .' RECYCLEDPRODUC_ FINISH GRADE -- _CH 'LANTS NOTE: PULLBACK I BACK FROMBASE � APPROVED PLASTIC OR RUBBER GUYS. 1 1/4" x 2 1/2" x 10" STAKES DRIVEN AT 120° ANGLE, THEN TIGHTENED TO VERTICAL. (MIN. 2 STAKES, OPTIONAL 3 STAKES). MIN. 3" PINE MULCH 6" BERM TO HOLD WATER BACKFILL W/ PREPARED PLANTING SOIL MIX EXISTING SOIL REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL NOTE: PULL BACK MULCH BACK FROM BASE OF PLANTS VOTE: PULL BACK MULCH 3ACK FROM BASE OF PLANTS LANT CROWN AT GRADE OP DRESS WITH 3" PINE MULCH HIGH WATERING BASIN CARIFY SIDES OF HOLE PRIOR TO LANTING ERTILIZER TABLETS AS SPECIFIED OMPACTED BACKFILL MIXTURE AS PECIFIED OOT TAMPED COMPACTED BACKFILL UNDER ROOTBALL UNDISTURBED SUB -GRADE EXISTING SOIL - DO NOT REMOVE MUST HAVE A SOLID SOIL PEDESTAL pI.ANTING DETAIL SMALL TREETmm TOM- : 39" Minimum (99cm) Minimum 3 Times Root Ball Diameter (Where Possible) ROOT BARRIER PLANTING DETAIL Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS, Top of root barrier 2" (5cm) below finish grade of curb INSTALLATION SEQUENCE: 1. Prepare base and subgrade Concrete 2. Trench to appropriate depth for installation of 1` rao: barrier so that top of barrier is 2" (5cm) °a below =finish grade of top of curb. Compacted crushed base 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. Subgrade compaction 5. Place form material against barrier (It may be Typical DeepRoot UB 24-2, nailed from the outside of the form) optional use of UB 18-2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE 1. Prepare base and subgrade resign roup 2. Trench to appropriate depth for BARRIER INSTALLED IN A TRENCH IN SUBGRADE installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. O R 3. Place root barrier in trench, vertical „A„ Concrete ribs must face toward trey roots. 7-21-2016 4. Backfill and compact to requirements. PROJECT 5. Place form material against barrier c (It may be nailed from the o„tside COLLIER COUNTY of the form) Subgrade compaction ' Compacted crushed base. Typical DeepRoot UB 24-2, optional use of UB 18-2 IMPORTANT NOTE: Tree location must align with "as -built" center of barrier. 5/8" (16mm) ` . DeepRoot UB 24-2, 'yl UB 1p8-2 or LB 12-2 Typical DeepRoot UB 24-2. Optional use of UB 18-2, Minimum 6 panels or 12 linear feet (3.66m). u1 ROOT BARRIER SIDEWALK DETAILS !"� ADDITIONAL NOTES: Contractor to verify property lines and setbacks before construction. Contractor must have property lines staked and located and must verify plan dimensions and field conditions are consistent. Any inconsistencies with these plans need to be reported to KDG and the owner. Contractor shall verify that he has the most up-to-date plans. and that they have been approved and accepted by the owner prior to commencing construction. Not valid without embossed seal, signature, and date. ©Copyright 2oi6 KDG LANDSCAPE ARCHITECTURE, INC This plan is protected under the federal and state copyright laws. Reproduction, changes or assignments are prohibited. KDG assumes no liability for any structure built from these plans. Before construction, the client, builder, or contractor must verify dimensions, compliance with all governing codes & ordinances, and incorporate site conditions. CALL 48 HOURS BEFORE YOU DIG N It's the Law 1-800-4 3'? -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 401dak resign roup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRATION: ASG � qp gRUCF co L 666690 9 * STATE OF P < O O R NORTH: PROJECT NAME AND LOCATION: 7-21-2016 MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: PLANTING D ETAI LS PROJECT PHASE: _ ISSUE DATE: 8-19-2016 DRAWN BY: - APPROVED BY: - WORK ORDER NUMBER: _ SHEET NO. Li m2 SHEET - OF - I0, B 1 . • A • Sim, • - Mir", c '. r �-1 '� ���' , , � 1 15 � •�t 2 IN ,-, 15 A ' A- == rim O �; ■ 00 ooa D, �J /.Z 1 yz„ O soo I 31.4 4 NoI , 2 y.a PARKING GARAGE /a" TOTAL - 150,990 SF I 0 SF REDUCE SPACING D ADJUST �. I RADIUS OF STRIP AYS TO 1Q:-' =_ I s TYOPEAiB CONST.0 SF ACHIEVE PROPER CO RAGE ' t • d .•�; 2 - ,� $SPRINKLERED FIVE STORY 21 q TOTAL SPACES O ` i (283) REGULAR SPACES O (8) HANDICAP SPACES O = I 1/4EL 2 LOADING SPACES "� D 2•. ; ........_ _ y'���11,� ��� ���.a 1z -�- Ec g) BICYCLE SPACES , 1, ROOM ¢�. F'RE FIRE EMERGENCY O PUMP COMND CW GENERATOR 'a CD � : ROOM ROOM PUMP ROOM � 36.4 10 „ pS �1 ROOM Oy2'' 27 / 1 �� 1.0 O ` 11/4 1 s s i L l 00� D000 1y2" O6.4 y 1 X90 a ' hr`, O 3.9 1 O I r O � a Not valid without emset[S nat and date. ©Copyright 2oi6, 31.0 1 2 •1'. s I C KDG LANDSCAPE ARC FlF- ' NC ' plan is protected under 'D the federal and state copyri t lawws-' 0 u chCONTROLLER'A'- or 1 " 0'A - 18 STATION 10 assignments are prohibited. O HUNTER ACC MODULAR KDG assumes no liability for any stru e P91 the fans. ��� ` 10 CONTROLLER. WALL MOUNT c'on rust Before construction, the client, builder, o 1= d f?' dimensions, compliance with all governing ' des •&, o nces, �� ,i" I/ ` EXACT LOCATION PER OWNER. ,,, , o and incorporate site conditions. Iy>1 PROVIDE POWER WITHIN 3' CALL 48 HOURS BEFORE YOU DIG E; 000_oo�_ 17 r It's the Law!L- 1-500-432-4770 O - -- \ 1%' ti SUNSHINE STATE ONE CALL OF FLORIDA, INC.17 N SS 31 O ♦ 2g°� I ~~ SCHEDULE 40 CHART CLA 0 o _ ■o� PIPE SIZE ALLOW ABLE FLOW R 1/2" 0 - 6 GPM 3/4" 6.1 - 9 GPM 1" 9.1-14 GPM 1-1/4" 14.1 - 24 GPM 1-1/2" 24.1 - 30 GPM 2" 30.1 - 50 GPM ANGE PIPE SIZE 1/2" 0 - 4 GPM 3/4" 4.1 - 9 GPM 1 " 9.1 - 14 GPM 1-1/4" 14.1 - 22 GPM 1-1/2" 22.1 30 GPM 2" 30.1 - 50 GPM _R ALLOWABLE FL • '4?�'v 1/2" 0 - 6 GPM 3/4" 6.1 - 9 GPM 1" 9.1-14 GPM 1-1/4" 14.1 - 24 GPM 1-1/2" 24.1 - 30 GPM 2" 30.1 - 50 GPM (PVC SCHEDULE 40 IPS PLASTIC PIPE) (PVC CLASS 315 IPS PLASTIC PlFh) CLASS 200 CHART ART ••� O PIPE SIZE ALLOWABLE FLOW RANGE 3/4" 0 - 10 GPM 1 " 10.1 - 16 GPM 1 1/4" 16.1 - 26 GPM 26.1 - 35 GPM 1-112 35.1 - 55 GPM 2„ 55.1 80 GPM 2" PVC SCH. 40 AS TIC PIPE) 2" PVC SCH. 40 2-1)2° DRAWING TITLE: IRRIGATION PLAN SLEEVE SIZING CH MAINLINE/LATERAL PIPE SIZE SLEEVING SIZE 2 1/2" 4" PVC SCH. 40 2" 4" PVC SCH. 40 1 1/2" 4" PVC SCH. 40 1-1/4" 2" PVC SCH. 40 1" 2" PVC SCH. 40 3/4" 2" PVC SCH. 40 0 20' Rn' +I 34.2 0 n ' L 5 5 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI 6 6 a a 6 Hunter PROS-06-PRS30-CV 5' strip spray 11 30 ES LCS RCS Cs SS Turf Spray, 30 psi regulated 6.0" Pop -Up. With factory installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. Q Hunter PROS-06-PRS30-CV 8' radius 6 30 Q T H F Turf Spray, 30 psi regulated 6.0" Pop -Up. With factory installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. m Hunter PROS-06-PRS30-CV 10' radius 4 30 Q T H F Turf Spray, 30 psi regulated 6.0" Pop -Up. With factory installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. Hunter PROS-06-PRS30-CV 12' radius 60 30 Q T H TT To F Turf Spray, 30 psi regulated 6.0" Pop -Up. With factory installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. Hunter PROS-06-PRS30-CV 15' radius 40 30 Q T H Tr TO F Turf Spray, 30 psi regulated 6.0" Pop -Up. With factory installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. ®® ® Hunter PROS-I2-PRS30-CV 5' strip spray 36 30 ES LCS RCS CS SS Shrub Spray. 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. a 4 Q Hunter PR03-I2-PRS30-CV 8' radius 38 30 Q T H F Shrub Spray, 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. 10 10 10 10 Hunter PROS-I2-PRS30-CV 10' radius 13 30 Q T H F Shrub Spray. 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. 12 12� 1 12 12 12 Hunter PROS-I2-PRS30-CV 12- radius 19 30 Q T H TT TO F Shrub Spray. 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. 15 15 15 15 15 15 Hunter PROS-I2-PRS30-CV 15' radius 51 30 Q T H TT TO F Shrub Spray. 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. 17 17 17 Hunter PROS-I2-PRS30-CV 17' radius 8 30 Q H F Shrub Spray, 30 psi regulated 12.0" Pop -Up. With Factory Installed Drain Check Valve. Co -molded wiper seal with UV Resistant Material. B 0 A [3 Hunter PCB 90 30 25 50 10 20 Flood Bubbler, 1/2" FIPT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter PGV-101A 9 1" Plastic Electric Remote Control Valve, for Residential/Light Commercial Use. Female NPT Inlet/Outlet. Angle Configuration, With Flow Control. Hunter PGV-151 Angle 5 1-1/2" Plastic Electric Remote Control Valve, for Residential/Light Commercial Use. Female NPT Inlet/Outlet, With Flow Control. Angle Configuration. Hunter ACC -1800 1 18 Station Outdoor Modular Controller. With one ACM -600 module. High -End Commercial Use. Metal Cabinet. ® Hunter WR-CLIK 1 Rain Sensor, install within 1000 ft of controller, in line of sight. 22-28 VAC/VDC 100 mA power from timer transformer. Mount as noted. Water Meter 1" 1 Irrigation Lateral Line: PVC Class 200 SDR 21 5,160 I.f. PVC Class 200 irrigation pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. - Irrigation Mainline: PVC Schedule 40 1,264 I.f. - - - - - - - - PVC Schedule 40 irrigation pipe. - - - - - - - - Pipe Sleeve: PVC Schedule 40 81.2 I.f. POINT OF CONNECTION NOTES: THE IRRIGATION SYSTEM IS DESGNED WITH A MAXIMUM OF FLOW 36.4 GPM AND AN ASSUMED PRESSURE AT THE P.O.C. OF 55 PSI. TAP EXISTING WATER SERVICE AFTER THE METER, INSTALL BALL VALVE, AND DOUBLE CHECK VALVE. INSTALLING CONTRACTOR IS RESPONSIBLE FOR TESTING PRESSURE AND FLOW DOWN STREAM OF THE P.O.C. AND BALL VALVE TO ASSURE IRRIGATION SYSTEM WILL PERFORM AS DESIGNED. ANY DISCREPANCIES BETWEEN THE SYSTEM DESIGN AND ACTUAL FIELD CONDITIONS WILL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR TO INSTALL PRESSURE REGULATING SPRINKLER BODIES TO ENSURE 30 PSI AT SPRINKLER HEADS. IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING. VALVES. AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VER1='V r_L FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY OUANTIT17S PROVIDED ARE PRC`, AS A CONVENIE\CE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE B LEGE 'ND AND NOTES dedgngroq 8881 Terrell Court, #10 Bonita Springs, FL 3413 800.560.8361 naakdesign.com REAtUAlICT 2 ��JJ�� 11 ,,_ NDSCgp� BRUCE10 �Qo 9�m LA66669UI * STATE OF P < OR ` O NORTH: PROJECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: IRRIGATION PLAN PROJECT PHASE: ISSUE DATE: 6_24. DRAWN BY: M LM APPROVED BY: R WORK ORDER NUMBER: SHEET NO. L2.1 SHEET - OF - D B N N m 1 2 1� FINISH GRADE O MODEL PROS -12 -CV SPRAY HEAD WITH'CV' OPTION INSTALLED O LATERAL TEE OR ELL ® LATERAL PIPE SWING JOINT: 50 HUNTER'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) j 121, POP-UP O FINISH GRADE O2 MODEL PROS -06 -CV SPRAY HEA USE SHRUB RISER IN SHRUB AR O LATERAL TEE OR ELL ® LATERAL PIPE SWING JOINT: 5 HUNTER'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) © PRS30 BROWN CAP K1 6" POP-UP O MODEL PROS -00 SPRAY HEAD O SCH 80 NIPPLE O FINISH GRADE ® SCH 40 THREADED COUPLER SWING JOINT: HUNTER'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) © LATERAL TEE OR ELL O LATERAL PIPE O8 MODEL CV -50F -50M CHECK VALVE O WALL 3 SCALE: N.T.S. ��ED SHRUB RISER 5 7 El 4 SCALE: N.T.S. nmr i SCALE: N.T.S. E F PGV GLOBE VALVE BRASS BALL VALVE 10 STANDARD VALVE BOX O FINISH GRADE 5 30 REMOTE CONTROL VALVE MODEL PGV-101A OR 151A WATERPROOF CONNECTORS (2) O 18-24" COILED WIRE © SCH 80 T.O.E. NIPPLE 7� MAIN LINE PIPE & FITTINGS ® BRICK SUPPORTS (4) 90 314" MINUS WASHED GRAVEL GI oUICK COUPLER H O MODEL PCB BUBBLER O FINISH GRADE SWING JOINT: O3 HUNTER'PRO-FLEX' TUBING 24"-36", HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) O LATERAL TEE OR ELL O LATERAL PIPE 4 CB BUBBLER SCALE: N.T.S OFINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS: 2" BELOW TOP OF O BOX IN SHRUB/GROUNDCOVER O MODEL ACC -1800 2OAREAS 9" OUND VALVE BOX WITH LOCKABLE LID OEXTENSION SECTION AS NECESSARY TO MEET GRADE OPVC MALE ADAPTER O5 3 -INCH MINIMUM DEPTH OF a INCH WASHED GRAVEL OBRASS BALL VALVE (SIZED PER MAINLINE) 7O IRRIGATION MAINLINE SCALE: N.T.S. FINISH GRADE QUICK -COUPLING VALVE ONE-PIECE BODY WITH 314 INCH INLET AND 314 INCH KEY OUTLET )VALVE BOX WITH COVER 314" MINUS WASHED GRAVEL PVC SCH 80 NIPPLE -3l4" (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL -314" BRICK SUPPORTS (2) PVC SCH 40 STREET ELL -314" PVC SCH 40 TEE OR ELL X 314" PVC MAINLINE PIPE PVC SCH 40 ELL -314" 2 SCALE: N.T.S. C� LEGEND I. EXISTING I" IRRIGATION METER BACKFLOW 2. BRASS BALL VALVE 3. SCH. 40 MAIN LINE APOINT OF CONNECTION 4 1 INTERIOR OR EXTERIOR WALL SCALE: N.T.S. OMINIMUM CLEARANCE FOR DOOR OPENING MINIMUM VERTICAL O CLEARANCE NEEDED FOR HINGE PIN REMOVAL O MODEL ACC -1800 CONTROL WIRE IN ELECTRICAL ® CONDUIT, SIZE AND TYPE PER LOCAL CODE 112" POWER SUPPLY CONDUIT 5O J -BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE *NOTE' 12 STATION MODEL CONTROLLER, MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC SOURCE, BI CONTROLLER 2 O WRC RECEIVER O MODEL WRFC O MOUNTING WALL NOTE: MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THAN 1000' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN & FROM CONTROLLER. Cl RAIN SENSOR TRENCHING SCALE: N.T.S. SCALE: N.T.S. OPAVEMENT SURFACE OFINISH GRADE OTRENCH BACKFILL OLOCATOR WIRE WIBURIED CAUTION TAPE OPVC IRRIGATION LATERAL - BURIED MIN. 12" BELOW GRADE OSAND BACKFILL OSCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE OSCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES. MIN. 2" DIA. O9 SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE 10 PVC IRRIGATION MAINLINE 11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS 12 PVC CAP. SOLVENT WELDED SLEEVING SCALE: N.T.S. D SLEEVING AND TRENCHING SCALE: N.T.S. kftk deslgngroup 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRKT,�Y A ApF BRUCE LA6666907 I9 \ STATE .��ORF1OQ, NORTH: PROJECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: IRRIGATION DETAI LS PROJECT PHASE: ISSUE DATE: 6-24-16 DRAWN BY: MLM APPROVED BY: R B K WORK ORDER NUMBER: SHEET NO. L2.2 SHEET C: 0 V 0 0 Z! cn 0 C O rn U N iE a 0 o_ U u, CID J 0 0 Y r U J J a 0 C 0) N 0 0v i 1 PLANTING IRRIGATION - AUTOMATIC CONTROL VALVES328423.01 - 2SECTION 328423.01 - PLANTING IRRIGATION - AUTOMATIC CONTROL VALVES PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. Low Voltage: As defined in NFPA 70 for circuits and equipment operating at less than 50 V or for remote -control, signaling power -limited circuits. 1.4 PERFORMANCE REQUD2EMENTS A. Irrigation zone control shall be automatic operation with controller and automatic control valves. B. Location of automatic control valves: Design location is approximate. Make minor adjustments necessary to avoid plantings and obstructions. A 1.5 SUBMITTALS A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, electrical characteristics , and furnished specialties and accessories. B. Wiring Diagrams: For power, signal, and control wiring. C. Coordination Drawings: Irrigation systems, drawn to scale, on which components are shown and coordinated with each other, using input from Installers of the items involved. Also include adjustments necessary to avoid plantings and obstructions such as signs and light standards. D. Qualification Data: For qualified Installer. E. Zoning Chart: Show each irrigation zone and its control valve. F. Field quality -control reports. G. Operation and Maintenance Data: For automatic control valves to include in operation and maintenance manuals. H. Warranties for each component warranted by manufacturer. 1.6 QUALITY ASSURANCE A. Installer Qualifications: The automatic control valves shall be installed in accordance with the manufacturer's published instructions. The automatic control valves shall carry a warranty as advertised by Hunter Industries Incorporated for the specific series shown on the drawings. The automatic control valve(s) shall be the SRV, Pro -ASV, PGV, HPV, ICV, ICV Filter Sentry, IBV or IBV Filter Sentry series as manufactured by Hunter Industries Incorporated, San Marcos, California. See Drawings. B. Electrical Components. Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver automatic control valves with factory -applied identification. Provide shipping, storage, and handling to prevent damage and to prevent entrance of dirt, debris, and moisture. B. Store plastic valves protected from direct sunlight. C. Store products as recommended by Hunter Industries, Inc. 1.8 WARRANTIES When warranties are required, verify with Owner's counsel that special warranties stated in this Article are not less than remedies available to Owner under prevauling local laws. Coordinate with Division 01 Section "Product Requirements." fail in materials A. Warranties: Manufacturer's standard form in which manufacturer agrees to repair or replace components that f or workmanship within manufacturer's specified warranty period for each component. PART 2 - PRODUCTS 2A AUTOMATIC CONTROL VALVES A. Plastic and brass, Automatic Control Valves: 1. Manufacturer: Subject to compliance with requirements, provide products by the following: a. Hunter Industries Incorporated. 2. Description: Molded -plastic body, normally closed, diaphragm type with manual -flow adjustment, and operated by 24-V ac E3 solenoid for residential and Commercial/institutional applications. B. PGV Valves: The valve shall be a normally closed, electronically -actuated, diaphragm -operated, remote -control valve. The valve will be capable of operating between and PSI (bars; kPa) with a flow range of between and_ GPM (m3/hr; Um). Pressure loss shall be PSI (bars; kPa) maximum at GPM (m3/hr; lUm)• The valve shall be available in either a globe or angle configuration in the 1 -inch models with the 1-1/2- and 2 -inch models having combination glo*/angle body styles. All valve models will have Female National Pipe Thread (FNPT) inlets and outlets. When specified, the valve shall be configured with British Standard Pipe threads. An optional Male National Pipe Thread (MNPT) inlet and outlet model and a MNPT inlet by Poly Barb outlet model shall be available in the I" globe style body. Both the 1 -inch globe and angle valve models shall be available with an optional, non -rising stem -type, flow control mechanism. This mechanism will be operable with a slotted screwdriver or with a removable flow control handle. The body and bonnet shall be molded of non -corrodible, A.B.S., rated to 150 PSI (10.3 bars, 1034 kPa). The bonnet bolts shall be serviceable with a slotted screwdriver, Phillips screwdriver, or a hex wrench, and shall be held captive in the bonnet when the bonnet is removed from the valve body. The diaphragm assembly shall be of molded construction and shall have an estane seating material. The valve shall be equipped with an internal filter as well as a self-cleaning metering rod, so only clean water can enter the solenoid chamber. The valve shall be available with an optional adjustable pressure -regulating device with a calibrated dial for setting of the outlet pressure. (The regulator shall be capable of adjusting the outlet pressure from between 20 and 100 PSI (0. 1.4 to 7.0 bars; 138 to 689 kPa) when inlet pressure is 15 PSI (1.0 bars; 103 kPa) or greater than regulated outlet pressure.) The regulated downstream pressure shall remain constant regardless of variations in upstream pressure. The regulation shall be maintained when valve is manually operated with use of internal bleed valve. The standard solenoid shall be a 24 VAC unit with a 37OmA inrush current and 190mA holding current at 60 cycles and a 475 mA inrush current and 230 mA holding current at 50 cycles. When specified, the unit shall be equipped with a DC latching solenoid for use with 12 -volt battery-operated controllers. The solenoid shall be an encapsulated, one-piece unit with captive plunger. It shall be equipped with manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open. The valve shall have a manual bleed screw that provides an additional method for manual operation of the valve. manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open. 2.2 PIPES, TUBES, AND FITTINGS A. Comply with requirements in the piping schedule for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes. B. PE Pipe with Controlled ID: ASTM F 771, PE 3408 compound; SIDR 11.5 and SIDR 15. 1. Insert Fittings for PE Pipe: ASTM D 2609, nylon or propylene plastic with barbed ends. Include bands or other fasteners. C. PE Pipe with Controlled OD: ASTM F 771, PE 3408 compound, SDR 11. 1. PE Butt, Heat -Fusion Fittings: ASTM D 3261. 2. PE Socket -Type Fittings: ASTM D 2683. D. PE Pressure Pipe: AW WA C906, with DR of 7.3, 9, or 9.3 and PE compound number required to give pressure rating not less than [160 psig (1100 kPa)] [200 psig (1 380 kPa)]. C 1. PE Butt, Heat -Fusion Fittings: ASTM D 3261. 2. PE Socket -Type Fittings: ASTM D 2683. E. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedules 40 and 80. 1. PVC Socket Fittings: ASTM D 2466, Schedules 40 and 80. 2. PVC Threaded Fittings: ASTM D 2464, Schedule 80. 3. PVC Socket Unions: Construction similar to MSS SP -107, except both headpiece and tailpiece shall be PVC with socket ends. F. PVC Pipe, Pressure Rated: ASTM D 2241, PVC 1120 compound, SDR 21 and SDR 26. 1. PVC Socket Fittings: ASTM D 2467, Schedule 80. 2. PVC Socket Unions: Construction similar to MSS SP -107, except both headpiece and tailpiece shall be PVC with socket or threaded ends. 2.3 PIPING JOINING MATERIALS A. Solvent Cements for Joining PVC Piping: ASTM D 2564. Include primer according to ASTM F 656, B. Plastic, Pipe -Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer unless otherwise indicated. 2.4 MISCELLANEOUS PIPING SPECIALTIES A. Water Hammer Arresters: ASSE 1010 or PDI WH 201, with bellows or piston -type pressurized cushioning chamber and in sizes complying with PDI WH 201, Sizes A to F. B. Pressure Gauges: ASME B40.1. Include 4 -1/2 -inch- (115 -nun-) diameter dial, dial range of two times system operating pressure, and bottom outlet. C. Sleeves: Sleeves for pipes passing beneath paving shall conform to ASTM D2241, Schedule 40. Minimum diameter of 2 inch or 2 sizes larger than pipe scheduled to pass through them. D. PVC Solvent Cement: Cement shall conform to ASTM D2564. E. Swing Joint Connections: Connections between heads and laterals shall be thick wall, flexible, polyethylene pipe with fittings that have male barbs on one end and either male or female screw ends opposite. Glue fittings and female barb adapters are not allowed. F. Provide watertight connectors for valve wiring connections. G. Valve boxes shall be provided for each valve installation shown on the plans. No irrigation valve box shall be placed in pavement areas unless otherwise shown on the Drawings. 1. When used with single valve, provide Economy Turf Box with green colored snap fit cover labeled "Valve Box". 2. When used with 2 or more valves, provide Jumbo Box with 20 inch x 14 inch cover opening with cover labeled "Control Valve". H. Manual or Automatic drain valves shall be as called out on plan or equal. L Control Wire: Number 14 -size minimum copper wire, U. L. approved for underground direct burial. 1. Colored wire shall have same color -coding as shown on controller. 2. Provide single wire from controller to each valve. 11 3. Provide common neutral from controller to each valve. I I. Backflow Preventers: Comply with requirements and codes of local governing authority regarding backflow prevention. 1. Provide the necessary materials, insulation/draining capabilities, and insulated fiberglass enclosure, dark green in color. 88 2. Backflow preventers shall be type suitable for use in high hazard cross connection to potable water system as manufactured by one of the following manufacturer's: Watts Regulator Company, Febco, or Wilkins. a. Reduced pressure backflow preventers shall be ASSE # 1013 and labeled accordingly. valve assembly backflow preventers shall be ASSE # 1015 and labeled accordingly. b. Double chech local codes or requirements, provide double check assembly backflow preventer installed in strict th manufacturer's written instructions. c, In absence of n to requirements of local utility company. accordance witl K. :Meter box shall confon I %I a ITT R IRRIGATION SPECIFICATIONS 2 PART 3 - EXECUTION 3.1 EARTHWORK A. Excavating, trenching, and backfilling are specified in Division 31 Section "Earth Moving." 3.2 PREPARATION A. Set stakes to identify locations of proposed irrigation system. 3.3 JOINT CONSTRUCTION A. Ream ends of pipes and tubes and remove burrs. B. Remove dirt, and debris from inside and outside of pipe and fittings before assembly. C. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B 1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.ed. D. PE Piping Fastener Joints: Join with insert fittings and bands or fasteners according to piping manufacturer's written instructions. E. PE Piping Heat -Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels. Join according to ASTM D 2657. 1. Plain -End PE Pipe and Fittings: Use butt fusion. 2. Plain -End PE Pipe and Socket Fittings: Use socket fusion. F. PVC Piping Solvent -Cemented Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe -handling practice of cleaners, primers, and solvent cements. 2. PVC Pressure Piping: Join schedule number, ASTM D 1785, PVC pipe and PVC socket fittings according to ASTM D 2672. Join other -than -schedule -number PVC pipe and socket fittings according to ASTM D 2855. 3. PVC Nonpressure Piping: Join according to ASTM D 2855. 3.4 AUTOMATIC CONTROL VALVE INSTALLATION A. Install automatic control valves per Hunter Industries, Incorporated written recommendations. B. Install control cable in same trench as irrigation piping and at least 2 inches (51 min) below or beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas. 3.5 CONNECTIONS A. Install piping adjacent to equipment, valves, and devices to allow service and maintenance. B. Connect wiring between controllers and automatic control valves. 3.6 IDENTIFICATION A. Identify system components. Comply with requirements for identification specified in Division 22 Section "Identification for Plumbing Piping and Equipment" B. Warning Tapes: Arrange for installation of continuous. underground, detectable warning tapes over underground piping during backfilling of trenches. See Division 31 Section "Earth Moving" for warning tapes. 3.7 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorizcd service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections. B. Perform tests and inspections. 1. Manufacturers Field Service: Engage a factory -authorized service representative to inspect components, assemblies, and equipment installations, including connections, and to assist in testing. C. Tests and Inspections: 1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, operate controllers and automatic control valves to confirm proper system operation. 3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Any irrigation product will be considered defective if it does not pass tests and inspections. E. Prepare test and inspection reports. 3.8 STARTUP SERVICE A. Engage a factory -authorized service representative to perform startup service. 1. Complete installation and startup checks according to manufacturer's written instructions. 2. Verify that automatic control valves are installed and connected according to the Contract Documents. 3. Verify that electrical wiring installation complies with manufacturer's submittal. 3.9 ADJUSTING A. Adjust automatic control valves to provide flow rate at rated operating pressure required for each sprinkler circuit. 3.10 CLEANING A. Flush dirt and debris from piping before installing sprinklers and other devices. 3.11 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain automatic control valves. END OF SECTION 328423.01 HUNTER PRO -spray PRS 30 SPRAY SPRINKLER The sprinkler shall be capable of covering a 8' to 15' foot radius at 30 PSI , with a full circle discharge rate of GPM The sprinkler shall be available with a 4-. 6-. or 12 -inch (10-. 15-, or 30 -cm) pop-up stroke, depending on the body specified, to bring the nozzle into a clean environment. The sprinkler shall be available as an aboveground shrub head. The sprinkler shall have the option of either a factory -installed or field -installed drain check valve capable of checking up to 10 feet (3.0 m) in elevation change. When specified as factory4rstalled, the sprinkler shall have the words "CHECK VALVE" stamped in white lettering on the body cap. The sprinkler shall have available an optional, snap -on cap, molded in purple alcryn rubber, or a replacement body cap, molded in purple to indicate the use of reclaimed water. A vandal -resistant locking cap shall be available as a field -installed option. The sprinkler shall have a standard pressure -regulating device as an integral part of the pop-up riser. This regulator will prevent fogging or misting of the nozzle spray pattern by maintaining a constant nozzle outlet pressure of 30 PSI with inlet pressures of up to 100 PSI, regardless of the nozzle installed. The body of the sprinkler shall be constructed of corrosion and UV -resistant, heavy-duty A.B.S. The riser of the sprinkler shall be constructed of abrasion and UV -resistant A.B.S. and shall be adjustable for pattern alignment. The riser shall be compatible with female threaded nozzles and shall have a stainless steel spring for positive retraction when irrigation is complete. The sprinkler shall have a pressure -activated, multi -function. UV stable wiper seal that will clean debris from the pop-up stem while it retracts. The seal shall be molded around a rigid plastic ring to prevent seal deformation. This seal shall prevent the sprinkler from sticking in the up position and be capable of sealing the sprinkler riser stem to the sprinkler cap under normal operating pressures. The seal shall be removable from the cap for easy service and shall be replaceable. The sprinkler shall have a factory -installed, removable flush cap with a pull-up tab that shall prevent debris from entering the sprinkler during installation and allow the system to be flushed before installing the nozzle. The flush cap shall have a directional flushing action that allows the water to escape only in one direction. The flush cap shall open as the stem extends and completely close when the stem is in the retracted position. The sprinkler shall have an exposee surface diameter after installation of 2-1/4 inches (6 cm). In addition, the 6 -inch (15 cm) and 12 -inch (30 cm) sprinklers shall be available with a 1/2 -inch FNPT side inlet. When specified with a factory -installed check valve, the 6 -inch (15 cm) and 12 -inch (30 cm) sprinklers will be supplied without the side inlet. The sprinkler shall carry a five-year, exchange warranty (not prorated). The sprinkler shall be manufactured by Hunter Industries Incorporated, San Marcos, California. HUNTER PGV PROFESSIONAL SERIES ELECTRIC REMOTE -CONTROL VALVE The valve shall be a normally closed, electronically -actuated, diaphragm -operated, remote -control valve. The valve will be capable of operanN beh%ert and PSI (bars; kPa) with a flow range of between and GPM (m 3/hr; Um). Pressure loss shall be PSI (bars; kPa) maximum at GPM (m3/hr, 1m). The valve shall be available in either a globe or angle configuration in the 1 -inch models with the 1-1/2- and 2 -inch models having combination globe/anoebody styles. All valve models will have Female National Pipe Thread (FNPT) inlets and outlets. When specified, the valve shall be configured with British Standard Pipe threads. An optional Male National Pipe Thread (MNPT) inlet and outlet model and a MNPT inlet by Poly Barb outlet model shall be available in the 1" globe style body. Both the 1 -inch globe and angle valve models shall be available with an optional, non -rising stem -type, flow control mechanism. This mechanism will be operable with a sbBedscreworiver or with a removable flow control handle. 1-1/2- and 2 -inch models shall have a standard, non -rising stem -type flow control mechanism. All valve sizes shall have a reclaimed water identifier available. The body and bonnet shall be molded of non -corrodible, A.B.S., rated to 150 PSI (10.3 bars, 1034 kPa). The bonnet bolts shall be serviceable with a slotted screwdriver, Phillips screwdriver, or a hex wrench, and shall be held captive in the bonnet when the bonnet is removed from the valve body. The diaphragm assembly shall be of molded construction and shall have an estane seating material. The valve shall be equipped with an internal filter as well as a self-cleaning metering rod, so only clean water can enter the solenoid chamber. The valve shall be available with an optional adjustable pressure -regulating device with a calibrated dial for setting of the outlet pressure. (The regulator shall be capable of adjusting the outlet pressure from between 20 and 100 PSI (0.1.4 to 7.0 bars; 138 to 689 kPa) when inlet pressure is 15 PSI (1.0 bars; 103 kPa) or greater than regulated outlet pressure.) The regulated downstream pressure shall remain constant regardless of variations in upstream pressure. The regulation shall be maintained when valve is manually operated with use of internal bleed valve. The standard solenoid shall be a 24 VAC unit with a 370mA inrush current and 190mA holding current at 60 cycles and a 475 mA inrush current and 230 mA holding current at 50 cycles. When specified, the unit shall be equipped with a DC latching solenoid for use with 12 -volt battery-operated controllers. The solenoid shall be an encapsulated, one-piece unit with captive plunger. It shall be equipped with manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open. The valve shall have an external manual bleed screw that provides an additional method for manual operation of the valve. The valve shall carry a two-year, exchange warranty (not prorated). The valve shall be manufactured by Hunter Industries Incorpoi ated, San Marcos, California. 3 HUNTER PGP-ADJ PROFESSIONAL SERIES ADJUSTABLE -ARC GEAR -DRIVEN SPRINKLERS The sprinkler shall be of the gear -driven, rotary type, capable of covering a foot (meter) radius at PSI (bars; kPa) with a discharge rate of GPM (m 3/hr; I/min). The sprinkler shall be available with twelve (1 2) standard nozzles discharging from .6 to 14.1 GPM (0.14 to 3.2 m 3/hr; 2.3 to 53.4 I/m), or seven (7) low -angle nozzles discharging from 1.4 to 8.6 GPM (0.32 to 1.95 m Vhr; 5,3 to 32.6 I/m). The sprinkler also shall be available with eight (8) standard BLUE nozzles discharging from 1.2 to 9.8 GPM (0.27 to 2.22 m Vhr; 4.5 to 36.9 I/m)The sprinkler shall have radius adjustment capabilities by means of a stainless-steel nozzle retainer/radius adjustment screw. The sprinkler shall be available in anan adjustable arc part -circle configuration. The adjustable part -circle unit shall be minutely adjustable from 40° to 360°. The adjustable unit shall be adjustable in all phases of installation (i.e., before installation, after installation while static, and after installation while in operation). m stroke bring the rotating nozzle turret into a clean environment. Th sprinkler shall have a minimum of 4 inch 10 c pop-up st o e to b e The P ( )P p P 9 9 The sprinkler shall have a rubber cover firmly attached to the top of the riser. The sprinkler shall have an exposed surface diameter after installation of 1-3/4 inches (4 cm) and have an overall height of 7-3/8 inches (19 cm). The unit shall have a 3/4 -inch Female National Pipe Thread (FNPT) inlet. The sprinkler shall be serviceable after installation by unscrewing the body cap, removing the riser assembly, and extracting t he inlet filter screen. The body and riser of the sprinkler shall be constructed of corrosion resistant, impact resistant, heavy-duty A.B.S. It shall have a stainless steel spring for positive retraction of the riser when irrigation is complete. The sprinkler shall carry a two-year, exchange warranty (not prorated). The sprinkler shall be manufactured by Hunter Industries Incorporated, San Marcos, California. HUNTER PCB PRESSURE COMPENSATING BUBBLERS The pressure compensating bubbler shall have a full circle discharge rate of GPM (m Vhr; I/m) at PSI (bars, kPa). The bubbler shall be constructed of corrosion and UV -resistant plastic, with an integral elastomeric flow bushing for maintaining a constant flow rate over the operating pressure range of 20 to 90 PSI (1.4 to 6.2 bars; 137 to 620 kPa). The bubbler shall be compatible with a plastic filter screen to protect the nozzle from debris in the water. The PCB version shall have a Y. -inch Female National Pipe Thread (FNPT) inlet for connection to a Y -inch male threaded riser. The PCN version shall have standard female threads that are compatible with the threaded riser on Hunter spray heads as well as some other manufacturer's spray heads. The nozzle shall carry a two-year, exchange warranty (not prorated) The bubbler shall be manufactured for Hunter Industries Incorporated, San Marcos, California a] 5 IRRIGATION SPECIFICATIONS GENERAL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR 1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. 2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A QUALIFIED IRRIGATOR. 3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. B. SCOPE OF WORK 1.WORK COVERED ESE SECTIONS C R D BY TH TI NS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK. SPECIFIED HEREIN AND / OR SHOWN ON THE IRRIGATION PLANS NOTES AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS. CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK. INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION. AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. 4. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. 5. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PRODUCTS A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD. OR THE CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST, B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. C. PIPING 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION: a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER 2. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200 PVC 3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE STATION NUMBER HEAT -BRANDED INTO THE LID WITH 2" HIGH LETTERS. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE TUBING ASSEMBLY. I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND FAULT PROTECTION. J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL. SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR STATION AND COMMON WIRE. 1. STATION WIRE -ANY COLOR EXCEPT WHITE OR BLUE 2. COMMON WIRE -WHITE 3. EXTRA COMMON WIRES - BLUE K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. L. RAIN SENSOR: TYPE AND MODEL PER PLANS. METHODS A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PLANS 8, DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IMMEDIATELY. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS. GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER SUPPLY. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. E. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT LEAST 50 PSI. IF STATIC WATER PRESSURE IS LESS THAN STATED, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION. THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN SUCH CIRCUMSTANCES. F. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES. LOCATIONS OF WALLS, STRUCTURES AND UTILITIES. G. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. H. TRENCHING NEAR EXISTING TREES: 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK. WITH A RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). 2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. 4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. A GENERAL IRRIGATION SPECIFICATIONS 6 J. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL MATERIAL SHALL BE FREE FROM RUBBISH, ROCK, LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BACKFILLING OPERATIONS. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE OF DEBRIS. K. BACKFLOW INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE CONDITIONS. BACKFLOW HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY DOWNSTREAM OF THE IRRIGATION POINT OF CONNECTION TO SERVE AS AN ISOLATION VALVE. L. PIPING: 1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE APPROVED. 2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 12 INCHES. 3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE THREADS ONLY. 4. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER AND GLUE. 5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. M. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. EACH VALVE SHALL BEAR A PRE-PRINTED WATERPROOF TAG BEARING THE APPROPRIATE CONTROLLER STATION NUMBER. N. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION NUMBER. 0. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. 1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. 2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER. P. SPRAY. ROTOR. AND BUBBLER HEADS: 1, ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE S CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF z INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS. 3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. 4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. Q. AUTOMATIC CONTROLLER: 1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 -AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. 4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. R. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. S. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. T. QUALITY CONTROL 1. PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE CONSTRUCTION MANAGER. 2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. 3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. U. CLEAN UP 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. V. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 3. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 4. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. 5. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 8 �, X 11 - COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. 6. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: a. QUICK COUPLER KEYS (2) b. CONTROLLER MANUAL (1) C. CONTROLLER KEYS (2) d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. W. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE AND START OF THE MAINTENANCE PERIOD. X. WARRANTY 1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION TRENCHES. 2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. �11, ,!1 s �;� , -9 • • iL • �I , 8881 Terrene Court, #103 Bonita Springs, FL 34135 800.560.8361 www.knaakdesign.com REGISTRATION: PROJECT NAME AND LOCATION: TRIO MIXED-USE PROJECT LANDSCAPE PLANS NAPLES, FLORIDA COLLIER COUNTY REVISIONS: NO. DATE REVISION: DRAWING TITLE: IRRIGATION SPECS PROJECT PHASE: - ISSUE DATE: 4-25-16 DRAWN BY: M LM APPROVED BY: RBK WORK ORDER NUMBER: - SHEET NO. L2.3 SHEET OF - SECTION 11 BAYSHORE ARCHITECTURAL PLAYS FOR COLLIER SDP REVIEW OF TRIO e Resido..,nces / Hotel / Shoppes TOWNSHIP 505 GATEWAY TRIANGLE REDEVELOPM!NT AREA EAST PERSPECTIVE RENDERING PARKING GARAGE NOT SHOWN FOR CLARITY Collier County Property Appraiser Property Summary Parcel No. 00386880009 Site Adr. 1705 TAMIAMI TRL E Name / Address TRIGATE ENTERPRISES LLC 1447 PALMA BLANCA CT City NAPLES Stag FL Zip 34119 Map No. Strap No. Section Township Range Acres "Estimated 5A11 000100 00215A11 11 50 25 0.37 1150 25 PARC IN OR 148 PG 471 DESC AS FOLL, BEG AT NW CNR SEC, RUN E 378.501717, S 60 89FT TO S R/W LI DAVIS BLVD, E SOFT, S 16 DEG W 193.56FT, N 56 DEG W 20OFT, THENCE Legal ALG AN ARC HAVING A RADIUS OF 4OFT TO A PT IN SLY R/W DAVIS BLVD, E 150FT TO POB LESS ORDER OF TAKING CASE # 95-3324 Millage Area ti 112 Millage Rates A *Calculations Sub./Condo 100 - ACREAGE HEADER School Other Total Use Code_0 26 - SERVICE STATIONS 5.48 6.1927 11.6727 Collier County Property Appraiser Property Summary Parcel No. 41934920008 Site Ad r. Name / Address HUB CONDO RENTALS LLC. 18223 SHAWLEY DR City HAGERSTOWN State MD Map No. Strap No. Section Township 3629 356500 70 3629 29 48 Legal GOLDEN GATE EST UNIT 97 TR 70 LESS N SOFT g Ares n 145 ub,/Condo 356500 - GOLDEN GATE EST UNIT 97 ose Code 0 0 - VACANT RESIDENTIAL Zip 21740-2443 Range Acres *Estimated 26 2.56 Millage Rates* *Calculations School Other Tota! S.48 S.6427 11.1227 COLLIER GIS PROPERTY REPORT APPLICABLE CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES, LAWS AND LOCAL ENACTMENT ORDINANCES: > COLLIER COUNTY LAND DEVELOPMENT CODE > FLORIDA FIRE PREVENTION CODE - 5TH EDITION > FLORIDA BUILDING CODE - 5TH EDITION > FLORIDA BUILDING CODE - ACCESSIBILITY - STH EDITIO',,1 SECTION 302 < > FLORIDA BUILDING CODE 5TH EDITION INDEX OF DRAWINGS OCCUPANCY: SHEET DESCRIPTION NUMBER YES _t ARCHITECTURAL ------ C-1 COVR SHEET & FBC COMPLIANCE DATA 1 OF 15 A-1 1 ST LOOR PLAN & MASSING COMPLIANCE TABLE 2 OF 15 A -1A 2N[ FLOOR PLAN 3 OF 15 A-1 B 3RE FLOOR PLAN - 4 OF 15 A-1 C 4Th -8TH FLOOR PLANS 5 OF 15 A-1 D 9TH FLOOR PLAN 6 OF 15 AAE ROOF PLAN 7 OF 15 A-2 EAST ELEVATION 8 OF 15 A -2A WEST ELEVATION 9 OF 15 A-213 NORTH ELEVATION 10 OF 15 A -2C SOUTH ELEVATION 11 OF 15 A-213 OVERALL SOUTH ELEVATION W/PARKING GARAGE 12 OF 15 A -2E OVERALL NORTH ELEVATION W/PARKING GARAGE EAST & WEST PARKING GARAGE ELEVATIONS 13 OF 15 A -2F 14 OF 15 A-3 ARCHITECTURAL CROSS SECTION & SITE LIGHTING DETAILS 15 OF 15 PG SUPPLEMENTAL PRE-ENGINEERED PARKING GARAGE DRAWINGS PG1 - PG6 APPLICABLE CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES, LAWS AND LOCAL ENACTMENT ORDINANCES: > COLLIER COUNTY LAND DEVELOPMENT CODE > FLORIDA FIRE PREVENTION CODE - 5TH EDITION > FLORIDA BUILDING CODE - 5TH EDITION > FLORIDA BUILDING CODE - ACCESSIBILITY - STH EDITIO',,1 SECTION 302 < > FLORIDA BUILDING CODE 5TH EDITION USE AND OCCUPANCY CLASSIFICATION OCCUPANCY: ASSEMBLY A-2 MIXED OCCUPANCY? YES CODE DESCRIPTION: FOOD & DRINK CONSUMPTION OCCUPANCY DESCRIPTION(S): RESTAURANT; RESIDENTIAL R-3; RESIDENTIAL R-1; BUSINESS OCCUPANCY SEPARATION RATING PROVIDED: MULTIPLE -I HR SEPARATED TABLE 503 < > FLORIDA BUILDING CODE STH EDITION ALLOWABLE HEIGHT AND BUILDING AREAS CONSTRUCTION TYPE: TYPE I -B NON-COMBUSTIBLE FIRE RESISTIVE r PROPOSED 503 ALLOWABLE* STORIES 9 11 _ SQUARE FOOTAGE PER FLOOR (MAXIMUM) 18,412 UL HEIGHT (TOP OF ROOF DECK) 112 FT. 160 FT. TOTAL SQUARE FOOTAGE UNDER ROOF: 125,543 UL FIRE SPRINKLER SYSTEM?: YES, PER NFPA 13 FIRE ALARM SYSTEM?: YES, PER NFPA 72 SECTION 506 & 507 < > AREA MODIFICATIONS \ UNLIMITED AREA BUILDINGS* AREA MODIFICATION? INO ALLOWABLE AREA PER SECTION 506 CALCULATIONS OR 507 (PER FLOOR) N/A GENERAL WIND ZONE 179 MPH (Category 3 Buildings) NGLE) PLANNING ZONE C-4-GTMUD-MXD (BAYSHORE GATEWAY TRI/ -- FLOOD ZONE AE -8 FINISHED FLOOR ELEV. 9.0' NAVD i.YSIS FLORIDA BUILUIIVIi l.Vur- rA►Nr DEVELOPMENT REVIEW ARCHITECTURAL REVIEW APPROVAL A3/0 ? ARCHITECT r. DATE RANGE 25E NAPLES • COLLIER COUNTY • FLORIDA --------------- - -- ---------------------- - - - — - - —- . V a- E_ ■ . Is V NO SCALE PRECAST & TRIM BANDING O O O 3 EQUAL TO: SW 7757 HIGH REFLECTIVE WHITE MARK: 1 MARK: 2 MARK: 3 SW 7662 Evening Shadow SW 7661 Reflection SW 7757 High Reflective White Color Family: Soft and Sheer Color Family: Soft and Sheer Color Family: True Whites RGB Value: R: 201 G: 204 B: 205 RGB Value: R: 211 G: 213 B: 211 RGB Value: R: 247 G: 247 B: 241 PROJECT mwi 77 - ell& 4L N i. t 4 r COLLIER GIS AERIAL LOCATION PHOTOGRAPH PL 2015 00 0 19 29 REV 3 SHEET C-1 1 OF 15 M �M V N � N Z Q "Q � O� c — M o •�y � �- N r W � W Q � r Q M � O QQ ui z `u W `u M V r4 N > —j .-I u- CLJ 0 m } 6W6 M R L 0� CL �V "a 'w Z z LN �. W ?� a O U W — -p ac V co c p .o � A 0 N `o .L C Q J v co O co4 'w M y SHEET C-1 1 OF 15 W � O 0 � �- r W � W .,` M QQ z W 00 > —j .-I u- �� 0 m } Q� W �V V z W W ?� W SHEET C-1 1 OF 15 SQUARE FOOTAGE SUMMARY - Principal Building DESCRIPTION AREA TOTALS 1 st FLOOR A/C AREA 2nd FLOOR A/C AREA _ _ _— 12,964 TOTALS 14,114 12,104 2,245 3rd FLOOR A/C AREA 4th FLOOR A/C AREA 5th FLOOR A/C AREA 11,730 1,480 11,730 RESTAURANT UNIT 103 6th FLOOR A/C AREA 7th FLOOR A/C AREA 11,730 RESTAURANT UNIT 104 11,730 8th FLOOR A/C AREA 11,730 9th FLOOR A/C AREA 9,052 A/C AREA SUB -TOTAL: 106,884 d' 1st FLOOR AGGREGATE NON -AC 5,448 2nd FLOOR COVERED BALCONIES 1,874 O 3rd FLOOR COVEREE) BALCONIES 3rd FLOOR COVERED WALK TO GARAGE 4th FLOOR COVERED BALCONIES 5th FLOOR COVERED BALCONIES 1,074 929 1,456 1,716 NORTH EXIT CORRIDOR 1,716 6th FLOOR COVERED BALCONIES 1,716 a 7th FLOOR COVERED BALCONIES 1,716 8th FLOOR COVERED BALCONIES 1,716 9th FLOOR NON -AC ROOFED ARFA ROOF ELEVATOR MACHINE ROOMS 202 2 552 91 NON -AC AREA SUB -TOTAL: 1 18,659 89 TOTAL AREA UNDER ROOF: L 125,543 SQUARE FOOTAGE - IST FLOOR SUMMARY DESCRIPTION AREA TOTALS BUSINESS UNIT 101 2,245 BUSINESS UNIT 102 1,480 RESTAURANT UNIT 103 41017 N RESTAURANT UNIT 104 1,557 BUSINESS UNIT 105 757 BUILDING MANAGEMENT OFFICE 394 MEN'S RESTROOM — 50 d' u WOMEN'S RESTROOM 57 SOUTH EXIT CORRIDOR 325 O RESIDENT'S MAIL 80 ENTRY LOBBY 1,456 ad NORTH EXIT CORRIDOR 359 POOL ACCESS CORRIDOR 187 a 1ST FLOOR A/C AREA SUB -TOTAL: 12,964 HOTEL & SKYBAR ELEVATOR 1 89 SKYBAR ELEVATOR 2 91 2 SKYBAR ELEVATOR 3 91 SERVICE ELEVATOR 89 RESIDENT'S ELEVATOR 1 76 RESIDENT'S ELEVATOR 2 76 = 3 1st FLOOR PORTO COCHFRF 1st FLOOR COVERED DROPOFF 1,142 2,381 1 st FLOOR SOUTH BREEZEWAY 148 D POOL BREEZEWAY 1st FLOOR COVERED REAR PORCHES 36 304 STAIR TOWER 1 173 STAIR TOWER 2 168 168 STAIR TOWER 3 METER ROOM 288 ELECTRIC SERVICE & 128 UTILITY SHAFTS (2) . AREA SUB -TOTAL: 5,448 1ST FLOOR NON -A/( AREA UNDER ROOF: 18,412 197'-6" 9'-6" 12' 4'-8" 23'4" 4'-8" 25'-4" $" _ _ _ _ - " - - - - - _ - - 4'-8" 25'-4" 4'-8" 6' IT -4" 4'-8" 2' 6'-8" 10° 2' 9' 1' 4" 3' '44 2'-8" 8'-4" 8" 10'-0" 4" 3' 4 2'$° 8' 8• 2'$" 11' 4" 4" 3' '-4 4' 4" �' 3" i' 7' 5 3" 4' ' 3 – –T 4 — 3 3" _ -4' 4" " 3 4" 11' 4" 2'$" 8'$" 2'$° ' 4° 3' 4" 2'$" 12' 2'$" '-4^ 3' EO ;0 Ln II N + II I II " IIfN+] En I II RESTAURANT 103 1 — — — — — ----- ----� 588 x;652. ---- — °� 4017 SQFT -- — ---- I I II I II I II I 1 I I ---- J NL, -I &4 N fV ---- – POOL --__ I a I I BREEZEWAY 6'-0" X 6'-0" w UP 36 5 I Eo 1 I I ER 2 - IIIIIIII ; FT a BUSINESS 102 RESTAURANT 104 �+ 29'-4" X 49'-4" 29'-4" X 49'-4" 1480 SQ FT 0 1557 SQ FT N RESIDENT'S RESIDENT'S ELEVATOR 1 ELEVATOR 2 8'4" X T-10" 8'4" X T-10" 76 SQ FT 76 SQ FT POOL ACCESS BUSINESS 105 CORRIDOR 6'-0" X 27'-4' 20'-8" X 33'-0" 187 SQ FT 757 SQ FT I UP C4 UP ENTRII LOBBY — _ _ _ 38'-8" X. 21'-2" _ I UTILITY 14561 'SQ I I SHAFT I \ rMEN SHAFT li WO 8EN �, (I RESIDENT'S MAIL T-2" X 8'-1"� SOUTH NORTH_ 1 680 SQ Fr" S�Q� 664 SQ FT " AUTOMATIC DOOR 66a SQ F _J O BUSINESS 101HOTEL & NORTH EXIT CORRIDOR N 3224 X 53'-8" SOUTH EXIT CORRIDOR SKYBAR LJ EE9!jy�X SKYBAR SERVICE I 2245 SQ FT I I 28'-0" X 8'-8" 2 ELEVATOR 3 3559 X FT — 325 SQ FT ELEVATOR 1 9'-2" X 8'-0" ELEVATOR 359 SQ FT - 9'-2" X 8'-0" 9'-2" X 8'-0" - 89 SQ FT _ - _ - - _ 91 SQ FT 89 SQ FT - - - - N � - - I e{ II B. 5'-4" _ 8 _ 4' 8" 4' 8" 5' 8" $" 12' 8" 3'�i° 3' 6' 2'-10" 2'-10" 3' 6" 8" " 2'-2" 19 2'-2" 6"T-6" 2'-10" 8" 9'-10" 8" 12__. _ _-- 1'-8" 5' 4' 8 4— UP II II II II N N 0 BREEZEWAY I I I I COVEREDoo-0'C PROP OFF 1 1 ^i BUILDING 4" 2 '- I I I I 23815Q FT M MANAGEMENT OFFICE 6' 8" X 22'-0" N ELECTRIC SERVICE & 14'-6 X 22-4 METER ROOM 394 SQ FT 12'-2" X 21-4" TOWER 1 TOWER 3 288 SQ FT 8'-8" X 16'-4" I I 8'-8" X 16'-4" 1 173 SQ FT T-4^ 9'-4" I I 20' 20'-4" I I 19 " 201-4" _ 20,- - I I 9'-4" c N in HI j— — - — — — — — — — — — — — -- — - - — — _ -- - — — — — — 1'-4" 9' 1'-4" 9' 10"2'-2" 4' 1'-4 1'-4" 4' 2'-2" 6'-0" 2' 11'-8" � 2 — — — 31'-10 – — — — — — — -- 2 31'-10" -- 2' -a6'$" 2' 4'-4" 4'-10" 3'- 4'-2" 4'-2" 9' 2'. 21'-6" 21'-4" 7'I 11 _ 1 -10" _ 15'-10" 67'-6" PORTO COCHERE 1,142'SQ FT 13'-4" 78 T-4" I Cs - A -3 DESIGN INTENT In addition to the compliance standards specified on the cover sheet of these drawings, this principle structure and ancillary parking garage is intended to comply with the architectural standards of Section 5.05.08 of the LDC as supplemented by Section 4.02.16 Design Standards for Development in the Bayshore Gateway Triangle Redevelopment Area. Explictly, this project should be classified thereby as a "Mixed -Use" development in the GTMUD-MXD subdistrict. The design of the ancillary parking garage shall be in compliance with LDC Section 5.05.08 D 8. 1ST FLOOR PLAN 1/8" = 1'-0" Z c c • m A 0 S w O L1 W _ a E a Q E c a V a i y C Q T R.0 O XL �>r 3 O D w y S w E° c ra.i3Oa 2Z o� Q O o a c O c v £ u ao0 c - c o• sE��o W a • v _ ay n cu9.E a a 0 A v a s � a c d O 3 O a Y y �-Oa ARE E c oa d ° E - o y o u c A:9 V W a 6 A N d C h r A. Z a x V Q �� e 3 c m c i c T O i :c E a 08 LL M 'O = A i C z a O A O i0 C c .. ,u" a a - A i A � < > m A RM 0 m 3 ao Z u a w a W ~ a o.� c o A ? a 00 °u 2 . - n 0 — a,v_ = < t� N ]tf] N d' O _I LL - O m > ad E ML D m a • cn 00 W g 2 u Z �- W m ?J 0 = 3 a W D vi c c • m A 0 S w O L1 W _ a E a Q E c a V a i y C Q T R.0 O XL �>r 3 O D w y S w E° c ra.i3Oa 2Z o� Q O o a c O c v £ u ao0 c - c o• sE��o W a • v _ ay n cu9.E a a 0 A v a s � a c d O 3 O a Y y �-Oa ARE E c oa d ° E - o y o u c A:9 V W a 6 A N d C h r A. Z a x V Q �� e 3 c m c i c T O i :c E a 08 LL M 'O = A i C z a O A O i0 C c .. ,u" a a - A i A � < > m A RM 0 m 3 ao Z u a w a W ~ a o.� c o A ? a 00 °u 2 . - n 0 — a,v_ = < t� 1- N N d' ad E ML D m a 2 m o Z = 3 a D vi SHEET A� 1 2OF15 SQUARE FOOTAGE - 2ND FLOOR SUMMARY DESCRIPTION AREA TOTALS GUEST SUITE 201 701 GUEST SUITE 202 711 If'f Q Q GUEST SUITE 203 776 GUEST SUITE 204 794 LL. i GUEST SUITE 205 11027 GUEST SUITE 206 1,025 � o GUEST SUITE 207 1,035 0 GUEST SUITE 208 1,025 LA U GUEST SUITE 209 1,027 O GUEST SUITE 210 882 N GUEST SUITE 211 986 Oa GUEST SUITE 212 701 O ACCESS CORRIDOR 202 191 6 ACCESS CORRIDOR 203 154 SOUTH EXIT CORRIDOR 216 O� SOUTH TRASH & RECYCLING 57 a HOTEL ENTRANCE LOBBY 1,418 'w CONNECTOR CORRIDOR 210 HOUSEKEEPING 38 VENDING SUPPLY 50 38 O GUEST FITNESS CENTER 588 NORTH EXIT CORRIDOR 216 V NORTH TRASH & RECYCLING 57 ACCESS CORRIDOR SUITE 211 191 C 2ND f[009 Aj * UB -TOTAL: 14,114 AREA ALCONIES 1,874 REA SUB -TOTAL: 1,874 2nd FLOOR COVERED B 2ND FLOOR NON -AJC 1 s,98$ [-----�'IREA UNDER ROOF 2ND FLOOR PLAN 1/8" = 1'-0" y o 3 W'3 i E y v ¢ y d L d V d L y L Q T E c A � o a, 3 Q C C ° eELL�� `o0- c.4 r E W d • c>v_Ew 10�pm'va a o MEa °w A a, x :50 E o u o _ w 3 O ° = V O c 'o L E E c o a i Es o u o w C _E L �d a a 3 A ro d °scow CJ c a o m _ y A OEwo 0 C E a, � - m <aw>=A v o /° 0 o c v o w i Z �• °• c D � V ...I W O O O J W. 0 Z N SHEET z A-1 A 3OF15 V J � M � tD M V N � N Z If'f Q Q a. O1 C M ,o N � LL. i r r � r Q M � o � c0 a 0 t o Z 0 LA U J IT d O M U DO > -j N O _j66 Oa O� O d' 6 M cv 6 o O O� W �V a V R 'w Z W W o^ N ?� O O O N O W V ce Vf0 C cz'w o� C •N � O ham•+ c a' J w O° Q a0 'w r r U y o 3 W'3 i E y v ¢ y d L d V d L y L Q T E c A � o a, 3 Q C C ° eELL�� `o0- c.4 r E W d • c>v_Ew 10�pm'va a o MEa °w A a, x :50 E o u o _ w 3 O ° = V O c 'o L E E c o a i Es o u o w C _E L �d a a 3 A ro d °scow CJ c a o m _ y A OEwo 0 C E a, � - m <aw>=A v o /° 0 o c v o w i Z �• °• c D � V ...I W O O O J W. 0 Z N SHEET z A-1 A 3OF15 V J W a. a. c W a M � Q Q • Z 0 J • DC O W DO > -j — O _j66 �""� Q Z) • to o O W �V V W Z � d' — W ?� W ce y o 3 W'3 i E y v ¢ y d L d V d L y L Q T E c A � o a, 3 Q C C ° eELL�� `o0- c.4 r E W d • c>v_Ew 10�pm'va a o MEa °w A a, x :50 E o u o _ w 3 O ° = V O c 'o L E E c o a i Es o u o w C _E L �d a a 3 A ro d °scow CJ c a o m _ y A OEwo 0 C E a, � - m <aw>=A v o /° 0 o c v o w i Z �• °• c D � V ...I W O O O J W. 0 Z N SHEET z A-1 A 3OF15 Z SQUARE FOOTAGE - 31RD FLOOR SUMMARY ull: DESCRIPTION AREA STUDY 1 TOTALS RESIDENCE UNIT 301 1,646 GREAT ROOM Z RESIDENCE UNIT 302 1,820 16'-9" x 13'-3" MASTER BEDROOM RESIDENCE UNIT 303 1,820 276 SQ FT 12'-2" x 15'-0" BEDROOM 2 RESIDENCE UNIT 304 1,646 it 202 SQ FT 11'-8" X 12'-0" SOUTH RESIDENT'S STORAGE 241 8'-0" x 6'-0^ 65 SQ FT 152 SQ FT RESIDENT'S FITNESS CENTER 1,226 SQ FT FITNESS CENTER RFSTROOM CORRIDOR FITNESS CENTER MEN'S RESTROOM 94 I I I I 53 WC 10'-3" X 6'-11 " FITNESS CENTER WOMEN'S RESTROOM 48 161 SQ FT 77 SQ FT FITNESS CENTER MFCHANCIAL ROOM SOUTH VESTIBULE SOUTH EXIT CORRIDOR 29 I I I I I I I GARDEI —• — — 65 5'4" X 3'-8 20 SQ FT - 342 5 X 3'-8 24 SQ FT 77 SQ FT DATA / COM ROOM ELEVATOR LOBBY CORE 65 — — — — — — — — — 846 NORTH EXIT CORRIDOR 342 MASTER BATH MASTER BATH TRASH & RECYCLING NORTH VESTIBULE 65 — — — — — 65 RESIDENT'S CLUB ROOM 533 CLUB ROOM FNTRY CLUB ROOM HOSPITALITY BAR 90 183 8'-8" 8" _ 4'-4' 64�_ 9'-10" CLUB ROOM RESTROOM CORRIDOR 120 I IPANTRFBI -13a t CLUB ROOM WOMEN'S RESTROOM CLUB ROOM MEN'S RESTROOM 49 51 o .s ❑ CLUB ROOM MECHANICAL ROOM T'S STORAGE NORNUNARE - A -SUB-TOTAL: '-RED BALCONIES 3RD FLOOR IVC RED WALK TO GARAGE OR O . TOTAL. 3rd �l0 � AIC AREA SUB 18 647 1,074 916 12,104 1,990 - .. M. f% AN N 4'-8" J_ 1 II II � I �u� 4'$_ "_ 11'-4" 1'4' 2'-4" .. I 4'-$" 23'-2" 4'-4" 23t_Z. �• 4• 10' 1' 4" 3' '-4 1' 10' - 2' 10' _ Z" " 10' 2' -- _---- — -- ---IT —J II F- II L — — - --- _1 BAL 0114Y 302 BALCONY 303 (� 25' " 11'-0" 25'-0" X 11 -011 2 6 S FT 266 Q F BALC.qNY301 25'-4" X 1)'-0" 27V SQ MASTER BEDROOM MASTER BEDROOM 12'-0" X 15'-3" 12'-0" X 15'-3" GREAT ROOM 202 SQ FT 202 SQ FT GREAT ROOM 16'-7" X 18'-4" 16'-7" X 18'-4" 377 SQ FT 376 SQ FT II II F - I I i CLOSET II F7��7" LOSET T -7"X 8'-3" X 8'-3" 70 SQ FT 69 SQ FT 4'-8- 3' 4 DINING H ull: SKYBAR II I F STUDY 1 N g II a II DINING GREAT ROOM Z ° I 1 III -11"X91-011 16'-9" x 13'-3" MASTER BEDROOM BEDROOM 2 117 SQ FT 276 SQ FT 12'-2" x 15'-0" BEDROOM 2 11'-11" x 9'-0" 12'-2" X 15'-0" it 202 SQ FT 11'-8" X 12'-0" 113 SQ FTI113 202 SQ FT 8'-0" x 6'-0^ 65 SQ FT 152 SQ FT ° ;�C SQ FT I 1 LAUNDRY I I I I = WC 10'-3" X 6'-11 " I I 161 SQ FT 77 SQ FT ENTRY I I I I I I I GARDEI —• — — CA WEQ : 5'4" X 3'-8 20 SQ FT - 12'-0" X 9'-0" 5 X 3'-8 24 SQ FT 77 SQ FT — L - — — — — — — — — — - ►/� 35S MASTER BATH MASTER BATH - MASTER BATH 8'-10" X 12"-9" - 102 SQ NT I WC — — — — — — — ® 153 SQ FT 151 SQ FT 8'-8" 8" _ 4'-4' 64�_ 9'-10" _ I IPANTRFBI -13a t o .s ❑ T. ANTRYII O C •N `o L RESTROOM CORRIDOR �� C Q o O A KITCHEN v � KITCHEN OPEN AIR MECHANICAL 301 11'-11" X RESIDENT'S STORAGE S AIR 11'-11" X 91-01, 37'-6" X 21'4" 116 SQ FT .FT CLOSET P U803 11'-1"X19'-1" 241 SQ Fr 0' 116 SQ FT FT 790 SQ FT F - - -0`-� "Q 8'$" X 18'-0" FT 162 BALCONY 304 77, MEN WOMEN MECH SQ 25'-4" X 11'-0" - _ STEP —_ 4'H STEP 5'-2" X 7'a" 48 SQ FT j �_IFI 4'-3^ X 5'-2" 29 S FTI. 680'1 271 SQ FT 9'-4" - — n M�A �? 1::77��F LINEN ER LINEN SHO ?g 2 1 r-8^ X s4^ -3" T CLOSET 8W" X 4'-3"BATH CLOSET 41 S BATH 2 - - - - - - - - - - - - 72SQ FT HALL - 4'-6" X 27%7"11 `8^ X 5'4" 4'b" X 27'-7" 136 SQ FT 72 SQ FT I 137 SQ FF — o r �-- T-2" X 3'-8 " KITCHEN ` EsQ`<:P 15'-8 X 8'-0" ' I T ull: SKYBAR II I F STUDY 1 N g II a II STUDY GREAT ROOM Z ° I 1 11' -lo" x 91-01, 16'-9" x 13'-3" MASTER BEDROOM BEDROOM 2 117 SQ FT 276 SQ FT 12'-2" x 15'-0" BEDROOM 2 11' 8" X 12'-0" 12'-2" X 15'-0" it 202 SQ FT 11'-8" X 12'-0" 152 SQ FT 202 SQ FT 8'-0" x 6'-0^ 65 SQ FT 152 SQ FT ° I lllllllL • Ix z II LAUNDRY I I I I = 12'$" X 6'-2" 10'-3" X 6'-11 " — UP 161 SQ FT 77 SQ FT ENTRY I I I I I I I GARDEI DINING CA WEQ : 10'-3" x 6'-11" - 12'-0" X 9'-0" CLOSET 77 SQ FT — 111 SQ FT 5605Q�^ x 1 r -s• , 112 SQ FT U R ►/� 35S W UP - MASTER BATH 8'-10" X 12"-9" - 102 SQ NT I WC - — "— o r �-- T-2" X 3'-8 " KITCHEN ` EsQ`<:P 15'-8 X 8'-0" ' I T II II SKYBAR II I F STUDY 1 N g 9'-2" X 8'-0" ELEVATOR 2 11'-10" X 9'-01, I Z 9'-2" X 8'-0" En a 117 SQ FT 82 SQ FT BEDROOM 2 MASTER BEDROOM U- N T- 11' 8" X 12'-0" 12'-2" X 15'-0" it c O 152 SQ FT 202 SQ FT 8'-0" x 6'-0^ 65 SQ FT cn ° I lllllllL • Ix - _ CLOSET a•= 929 SQ FT I I I ENTRY xz _ - 10'-3" X 6'-11 " O� UP I I -- 77 SQ FT CLOSET I I I I I I I GARDEI � �._ CA WEQ : 5'-3"X 6'-6" - 60 SQ FT - COURT X 76'-9" 660 SQ MASTE2 BATH a"- — V CL x 1 r -s• , 112 SQ FT U R ►/� Z W T II MECl1 ?_j "— I I 21 x -0• 3fi SQ fT o 148 SQ FT iii I O O WH 7 �= - HALL RESIDENT'S RESIDENT'S HALL 7'-z" X "'-'" ELEVATOR 1 ELEVATOR 2 7'-2" X 11'-1" - RESIDENCE 302 RESIDENCE 303 — -- -- mz 181 SQ F7 LA NDRY181 SQ FT ® 1 820 SF 8'4" X 7'-10" 8'4" X 7'-10" 1 820 SF LAUN RY GREAT ROOM 16'-9" X 13'-3" 276 SQ FT DINING 12'-0" X 9'-0" 111 SQ FT ' o KITCHEN 15'-8" X 8'-0" 148 SQ FT 4 1-- 7 PANTRY BATH 2 61 sQ X9-3 2 71 SQ FT 71 SQ FT 669"SQ 3" u l/ PANTRY k J 54 X5-6 I 11',7" x 5'4" l _355QTL 70 SQ FT DESK q - -I CLOSET — i- _FF — lt•d._i_2•T- wr1 ❑MECH 4 27 SQ Er - RESIDENT'S FITNESS CENTER - BEDROOM 2 27'-4" X 48'-8" 14'-4" X 10'-0" UTILITY 202 SQ FT SHAFT 1226 SQ FT 6'-8" x 8'-0^ o 53 SQ FT 9,-0- I LFJ- SOUTH EXIT CORRIDOR VESTIBULE 39'-5" X 13'-8" �u /N 6'-4" x 9'-0" - - 342 SQ FT 65 SQ FT cls Jil� iia_.---�`16'r;] — — — — I N ENTRY 7'b" x 59 SQ FT 6'4^ RESIDENCE 301 1,646 SF - II II SKYBAR II I F ELEVATOR 1 N g 9'-2" X 8'-0" ELEVATOR 2 80 SQ FT DATA/ COM 10•-6" it ELEVATOR LOBBY CORE 40'-0" X 12'-4" 846 FT AUTOMATIC DOOR II cp II co I I 19'-4" I I II II BATH 2 11'-7" X 514" 23'-4" RESIDENT'S CLUBROOM 27'-4" X 19'-6" 533 SQ FT M A 70 SQ FT - 35 SQ FT a DESK - ENTRY CLOSET it I`v RESIDENCE 304 7' 6' X 6'-4" - - - 1,646 SF I I 59 SQ FT ❑ MEQ HOSPITALITY BAR N ra•xx•u- 20'-10" X 8'-3" 27 SQ 183 SQ FT BEDROOM 2 6 6"x R UTILITY 3T." SHAFT 14'-4" X 10'-0" 90 SQ FT 6,$" X 8'-0" 202 SQ FT 53 SQ FT I RESTROOM CORRIDOR 20'-9"X 7'-0" 120 SQ FT II II � II I F SKYBAR N g 2'-2" ELEVATOR 2 DATA/ COM 9'-2" X 8'-0" En a 82 SQ FT 12'-8" OPEN AIR MECHANICAL 300 U- N T- of 0801 M OPEN AIR c O COVERED WALK 8'-0" x 6'-0^ 65 SQ FT cn ° 11'-4" X 76'-9" lllllllL • Ix 20'-10" X 36'-8" 929 SQ FT I I I 6'-2 x 12'-8" I I 6'-2' O� UP I I -- - I I I I I I I I I I I I I I I I I I I I I I I I I I I I GARDEI � �._ 703 SQ FT COURT 5'6" X 76'- O COURT X 76'-9" ° @� I 471 SQ FT III I I I I V CL R ►/� Z W ?_j "— n O W 8'-8" 8" _ 4'-4' 64�_ 9'-10" V zw o .s _ O C •N `o RESTROOM CORRIDOR W C Q O A 1s'4SQFt 9a SQ F v � OPEN AIR MECHANICAL 301 RESIDENT'S STORAGE S AIR 37'-6" X 21'4" _ — U803 11'-1"X19'-1" 241 SQ Fr TOWER 1 790 SQ FT F - - 8'$" X 18'-0" FT 162 MEN WOMEN MECH SQ - _ 5'4" x r -s" I \53 SQ FT / �_ �. 5'-2" X 7'a" 48 SQ FT j �_IFI 4'-3^ X 5'-2" 29 S FTI. 680'1 9'-4" - — n - 37'-6" _ -.--_ -- 10•-6" it ELEVATOR LOBBY CORE 40'-0" X 12'-4" 846 FT AUTOMATIC DOOR II cp II co I I 19'-4" I I II II BATH 2 11'-7" X 514" 23'-4" RESIDENT'S CLUBROOM 27'-4" X 19'-6" 533 SQ FT M A 70 SQ FT - 35 SQ FT a DESK - ENTRY CLOSET it I`v RESIDENCE 304 7' 6' X 6'-4" - - - 1,646 SF I I 59 SQ FT ❑ MEQ HOSPITALITY BAR N ra•xx•u- 20'-10" X 8'-3" 27 SQ 183 SQ FT BEDROOM 2 6 6"x R UTILITY 3T." SHAFT 14'-4" X 10'-0" 90 SQ FT 6,$" X 8'-0" 202 SQ FT 53 SQ FT I RESTROOM CORRIDOR 20'-9"X 7'-0" 120 SQ FT II II � II I F SKYBAR N g 2'-2" ELEVATOR 2 II 9'-2" X 8'-0" En a 82 SQ FT 12'-8" 10•-6" it ELEVATOR LOBBY CORE 40'-0" X 12'-4" 846 FT AUTOMATIC DOOR II cp II co I I 19'-4" I I II II BATH 2 11'-7" X 514" 23'-4" RESIDENT'S CLUBROOM 27'-4" X 19'-6" 533 SQ FT M A 70 SQ FT - 35 SQ FT a DESK - ENTRY CLOSET it I`v RESIDENCE 304 7' 6' X 6'-4" - - - 1,646 SF I I 59 SQ FT ❑ MEQ HOSPITALITY BAR N ra•xx•u- 20'-10" X 8'-3" 27 SQ 183 SQ FT BEDROOM 2 6 6"x R UTILITY 3T." SHAFT 14'-4" X 10'-0" 90 SQ FT 6,$" X 8'-0" 202 SQ FT 53 SQ FT I RESTROOM CORRIDOR 20'-9"X 7'-0" 120 SQ FT $Q'1' N SERVICE 4 sQFT \� - rf 7'5P sl^ NORTH EXIT CORRIDOR i II ) I MECH I ( II 51SQ Ffj ELEVATOR 1 4'-2" X 13'-8" VESTIBULE 9'-2" X 8'-0" 342 SQ FT - - 6'-4" X 9'-0"loll 80 SQ FT 65 SQ FT - U301 U302 6303 U304 TRASH & m RECYCLING 8'-0" X 6'-0" a 65 SQ FT C,P RESIDENT'S 6'x3' 10'-6" k 9'-10" 6'4" 4'-0' STORAGE O O O O O O O N - — - -- 2T-4" X 22'-5" U401 U402 U403 U404 U501 0502 U503 Q FT OPEN AIR MECHANICAL 302 Yi 37'-6" X 21'-4" o 798 SQ FT TOWER 3 8'-8" X 18'-0" o 162 SQ FT'0 37'-6' _ —� 9'4' U504) 0601 U602 U603 U604 0701 0702 U703 U704 n 101 c" 'RD FLOOR PLAN 1/8- = V-0" 46'-10" _ 9' Rli II II � II I F SKYBAR N g 2'-2" ELEVATOR 3 II 9'-2" X 8'-0" En a 82 SQ FT 12'-8" $Q'1' N SERVICE 4 sQFT \� - rf 7'5P sl^ NORTH EXIT CORRIDOR i II ) I MECH I ( II 51SQ Ffj ELEVATOR 1 4'-2" X 13'-8" VESTIBULE 9'-2" X 8'-0" 342 SQ FT - - 6'-4" X 9'-0"loll 80 SQ FT 65 SQ FT - U301 U302 6303 U304 TRASH & m RECYCLING 8'-0" X 6'-0" a 65 SQ FT C,P RESIDENT'S 6'x3' 10'-6" k 9'-10" 6'4" 4'-0' STORAGE O O O O O O O N - — - -- 2T-4" X 22'-5" U401 U402 U403 U404 U501 0502 U503 Q FT OPEN AIR MECHANICAL 302 Yi 37'-6" X 21'-4" o 798 SQ FT TOWER 3 8'-8" X 18'-0" o 162 SQ FT'0 37'-6' _ —� 9'4' U504) 0601 U602 U603 U604 0701 0702 U703 U704 n 101 c" 'RD FLOOR PLAN 1/8- = V-0" 46'-10" _ 9' Rli II II � II I F W N g 2'-2" II II * ''�2EE 111EE3` ' En a I I I '-4 I I 12'-8" I I I I 4" U- N T- of 1... Q M OPEN AIR c O COVERED WALK Q cn z 11'-4" X 76'-9" lllllllL • Ix I I I I I 929 SQ FT I I I 6'-2 0 12'-8" I I 6'-2' O� I I -- - I I I I I I I I I I I I I I I I I I I I I I I I I I I I GARDEI � �._ I I I I I I ]PARDEN I COURT 5'6" X 76'- O COURT X 76'-9" 471 SQ F I I III I I I I @� I 471 SQ FT III I I I I $Q'1' N SERVICE 4 sQFT \� - rf 7'5P sl^ NORTH EXIT CORRIDOR i II ) I MECH I ( II 51SQ Ffj ELEVATOR 1 4'-2" X 13'-8" VESTIBULE 9'-2" X 8'-0" 342 SQ FT - - 6'-4" X 9'-0"loll 80 SQ FT 65 SQ FT - U301 U302 6303 U304 TRASH & m RECYCLING 8'-0" X 6'-0" a 65 SQ FT C,P RESIDENT'S 6'x3' 10'-6" k 9'-10" 6'4" 4'-0' STORAGE O O O O O O O N - — - -- 2T-4" X 22'-5" U401 U402 U403 U404 U501 0502 U503 Q FT OPEN AIR MECHANICAL 302 Yi 37'-6" X 21'-4" o 798 SQ FT TOWER 3 8'-8" X 18'-0" o 162 SQ FT'0 37'-6' _ —� 9'4' U504) 0601 U602 U603 U604 0701 0702 U703 U704 n 101 c" 'RD FLOOR PLAN 1/8- = V-0" 46'-10" _ 9' Rli R�=off e v 9 Q 5 �°L0a 10a °xa qp T O W 3 0 - ` E c n 3 ° a C y,j C Z o � rm d� @o a A � c ° E i °u 00r,`•o E N O W d •- -o d a c V E d tCoAao bq — Q w w e d A 0n o x a 2 V O t'1 C _ iv E c o n d E Nu c A 9 V 41 c h a a t' A m C r w ° 3 c L :rg E c A C a a N 3 v v x L W. Q y wH GO.� Oi O m ? v u >o_ P.= 2 Z ':t Q SHEET A-1 B 40F15 � r-�k. W N g 00 R� ,, * ''�2EE 111EE3` ' En a R�=off e v 9 Q 5 �°L0a 10a °xa qp T O W 3 0 - ` E c n 3 ° a C y,j C Z o � rm d� @o a A � c ° E i °u 00r,`•o E N O W d •- -o d a c V E d tCoAao bq — Q w w e d A 0n o x a 2 V O t'1 C _ iv E c o n d E Nu c A 9 V 41 c h a a t' A m C r w ° 3 c L :rg E c A C a a N 3 v v x L W. Q y wH GO.� Oi O m ? v u >o_ P.= 2 Z ':t Q SHEET A-1 B 40F15 � M V M W N g t0 a Z En a O� C M ,o N � U- N T- Q 1... Q a M c O tp Owl Q cn z lllllllL • Ix O M W DO �. N 0 d O O� O t— M < Z) c0 O W @� V CL R ►/� Z W ?_j O N n O W O H o _ W V zw o .s �� O C •N `o W C Q O A w v R�=off e v 9 Q 5 �°L0a 10a °xa qp T O W 3 0 - ` E c n 3 ° a C y,j C Z o � rm d� @o a A � c ° E i °u 00r,`•o E N O W d •- -o d a c V E d tCoAao bq — Q w w e d A 0n o x a 2 V O t'1 C _ iv E c o n d E Nu c A 9 V 41 c h a a t' A m C r w ° 3 c L :rg E c A C a a N 3 v v x L W. Q y wH GO.� Oi O m ? v u >o_ P.= 2 Z ':t Q SHEET A-1 B 40F15 W C O�O W a M z lllllllL • Ix O W DO �. Bi• 0 ...I m >= • < Z) O W @� V z �W et _ W ?_j W W R�=off e v 9 Q 5 �°L0a 10a °xa qp T O W 3 0 - ` E c n 3 ° a C y,j C Z o � rm d� @o a A � c ° E i °u 00r,`•o E N O W d •- -o d a c V E d tCoAao bq — Q w w e d A 0n o x a 2 V O t'1 C _ iv E c o n d E Nu c A 9 V 41 c h a a t' A m C r w ° 3 c L :rg E c A C a a N 3 v v x L W. Q y wH GO.� Oi O m ? v u >o_ P.= 2 Z ':t Q SHEET A-1 B 40F15 9' _ e^ 14'-6 1/2" SQUARE FOOTAGE - 4TH FLOOR SUMMARY V J DESCRIPTION SERVICE W ELEVATOR RESIDENCE UNIT 401 9'-2" X 8'-0" 84 SQ FT 9' _ e^ 14'-6 1/2" SQUARE FOOTAGE - 4TH FLOOR SUMMARY V J DESCRIPTION AREA W TOTALS RESIDENCE UNIT 401 2,432 RESIDENCE UNIT 402 2,577 O�O RESIDENCE UNIT 403 2,577 W � RESIDENCE UNIT 404 2,432 M SOUTH EXIT CORRIDOR 342 .r DATA / COM ROOM 65 LW no ELEVATOR LOBBY CORE 898 JWL. _ NORTH EXIT CORRIDOR 342 LA TRASH & RECYCLING 65 p� z 4TH FLOOR A/C AREA SUB -TOTAL: 4th FLOOR COVERED BALCONIES 4TH FLOOR NON -A/C AREA SUB-TOTA 14TH FLOOR TOTAL AREA UNDER :::11716 111730 1,716 13, 4�6 Kvv1 4TH - 8TH FLOOR PLANS 1/811 = 11_01, 'O T QW,A O C A A C O C vo°-LOGO G y VI d L y C a T A a o K a aoa.70 0 � £ d a ° wd C .a. y •V G V 3 Q C C y d � IL I c 0 c c m LL A c ° E v o < y d y e TV– E.°.: AO �c w a L ° M G Q w A d e u O £ c o d y £ L c N o WE •O ° v c cv •- V 7 In L � O C O L CJ c O bo - 50 o +• i u o 5w' 3 �5I°d`-� o� EEdg W c a d p O1OON�a W IGO � a a a a > A A d L A 9 C Z O Q d 3 v? u T d ` x L y Q w uZi m O �? O V 29wruJ.< SHEET zI A-1 C 5 OF 15 V J W G. L �tt O�O W � M Q Q .r Z LW no O ~ JWL. _ 0> m ,� LA p� z 09 O U O V Q W 4V V Q Z W �- IW cc W fQ ?� 0 r N u LA Cie 'O T QW,A O C A A C O C vo°-LOGO G y VI d L y C a T A a o K a aoa.70 0 � £ d a ° wd C .a. y •V G V 3 Q C C y d � IL I c 0 c c m LL A c ° E v o < y d y e TV– E.°.: AO �c w a L ° M G Q w A d e u O £ c o d y £ L c N o WE •O ° v c cv •- V 7 In L � O C O L CJ c O bo - 50 o +• i u o 5w' 3 �5I°d`-� o� EEdg W c a d p O1OON�a W IGO � a a a a > A A d L A 9 C Z O Q d 3 v? u T d ` x L y Q w uZi m O �? O V 29wruJ.< SHEET zI A-1 C 5 OF 15 ai ca .r LA p� 09 O U O V Q Q cc �o fQ \ N r N Z 'O T QW,A O C A A C O C vo°-LOGO G y VI d L y C a T A a o K a aoa.70 0 � £ d a ° wd C .a. y •V G V 3 Q C C y d � IL I c 0 c c m LL A c ° E v o < y d y e TV– E.°.: AO �c w a L ° M G Q w A d e u O £ c o d y £ L c N o WE •O ° v c cv •- V 7 In L � O C O L CJ c O bo - 50 o +• i u o 5w' 3 �5I°d`-� o� EEdg W c a d p O1OON�a W IGO � a a a a > A A d L A 9 C Z O Q d 3 v? u T d ` x L y Q w uZi m O �? O V 29wruJ.< SHEET zI A-1 C 5 OF 15 SQUARE FOOTAGE - 9TH FLOOR SUMMARY DESCRIPTION AREA TOTALS SKYBAR 3,217 3'-8" 2'-8" 4' 18'$" BARTENDING 721 4'--- KITCHFN 1,081 18'-8' 4 — 2 -0" COOLER 298 N � WOMEN'S RESTROOM 383 Q� WOMEN'S VESTIBUI F 137 � O MEN'S RESTROOM 396 O MEN'S VESTIBULE 137 M V PRIVATF DINING 1 347 SOUTH EXIT CORRIDOR 384 N TRASH & RECYCLING 65 0W DATA/ COM ROOM 65 NORTH EXIT CORRIDOR 317 — — — — — — — — — MANAGER'S VESTIBULE 166 @ MANAGER'S OFFICF 124 0� LIQUOR ROOM 81 a PRIVATE DINING 2 763 ul 0 WOMEN'S LOCKER 185 � MEN'S LOCKER 185 9TH FLOOR A/C AREA SUB -TOTAL: 9,052 co POOL EQUIPMENT 100 Q NORTH STORAGE 102 to o 9TH FLOOR NON -A/C AREA SUB -TOTAL: 202 PTH FLOOR TOTAL AREA UNDER ROOF:, 9,254 176' 9TH FLOOR PLAN 1/8" = 1'-0" <�, — 11-1 n -� 4'-8" -- 20' 4'-4" 3'-8" 2'-8" 4' 18'$" 1^J� 4'$" 4'-4" 4'--- 34' _ 4' 4'-4" 4'-8- 18'-8' 4 — 2 -0" 4 4 — 1- N � t Q� i' — - 10. $" 7.�" 2.$.. 8" � O d O O -- M V W 20 4.$. M V N n. 0W O� J IX — — — — — — — — — — — — — — — — — —in @ GQ 0� �i d 4 U a V cc ul 0 Z W � W O N ?� 0 co 0 Q � S N to o W ---------- ---- U @ t O c CX n 0 I BALCONY � I Vl c a — M L r.. V 49'-4" X 11'-2" aD I 540 SQ FT —1 L— zc --------- I REF. +2'-0" - EDGE SEAT 24" DEEP I III III II REF. '-0" WATER FEATURE r II III it 22' tf II N III IIII WEST SUN DECK II N 60'-0" X 25'-2" 1636 SQ FT zo 6'-4" 1'-4" 10' 1'-4" 10' 2' 10' 1'-4" 10' 1'4" 6•i• i 11 III --- --- --- --- -- -- I co I � xX w 1'-4" 14' 12' ./ 14. 8' 12' Y iD M - _ v -1 FF I II o SOUTH SUN DECK I 11 fll II al IIB IIB IIB NI II BB BB I I I I I fl II fll fll II fll fll flB fll it 11 1 fl NORTH SUN DECK �I 25'-8"X278" 1116 SQ FT 6' ------------I ------------J L---------- II L-----------_ o 6' c 25'-8"X27'-8" ' II 1116 SQ FT �I v I 7'-10" 10'-- 7'-'0' II �, BARTEND (63 STOOLS) I N Cl= 59'-4" IX 17'-4" it II a II 721 SO FT b24" DEEP ° WATER FEATURE � II 11 NA A I N 24" DEEP I WATER FEATURE II I ----------- —_ -—M = _____ — — _ �J 1 rr-- ��Fr'i,'r'R 11 L M III 50'_4,. _ ; / _ ,\ _ �� ,� i -- 4'-8" 10' 1' 8" - 10' 8 5" 9" 8'-2" 7 " m I / / / \ _ - - in 7•�" 5'-1" 3'-1" 3' 1" 2' 50-4" S" " "3' 4" 9'-6 1/2" 7" 4" 5'-6 1/2" ( 14'-8" BD DN wx M Hl 1 35 Q � I I ;� \,.ice •J\ i� �j .,\ I I O ' / O O 13 - - ORTH STORAGE POOL EQUIPMENT 13'-5" X 6'-0" 13'-5" X 6'-0" �,� RESIDENT'S RESIDENT'S 102 SQ FT 100 SQ FT I I I I III ELEVATOR I I 1 _ " < - - 1I u+ _ I I J LL = i I U 1 ELEVATOR 2 8'-4" X T -10"100b 8'-4" X T-10 _ , \ _ _ \ I I R, n + I I I - _ MEN I 1121'-4" X 16'-9" 396 S FT Q I I mid v~i'o ^� W > wI II m l l l Ili 71 SQ FT 71sQFr - - - r \ / O \ i z III / n ! O \ I = III �^"=� WOMEN T y„ C 21'-4"XQ FT `= n 383 S FT _ COOLER /RIYATpNI 2 G2, -4 X 28'- " _%� ,', /I _; , \ 26'-1 9'R-4” N N 76,3 SQ \ / 11 SKY PAR II II I 298 SQ FT /,wl\� „ �, 74'-0" X 60'-5" 3218 Q FT rn �� • l l �� ir,w' `� UTILITY 8'--0" I UTILITY AFT ° N 6'-8HX 53 SQ FT - - 6'-SHx 8 0" -3 SQ FT _ N I SOUTH EXIT CORRIDOR 20'-0" X 14'-4" 384 SQ FT HOTEL & SKYBAR ELEVATOR SKYBAR ELEVATOR 2 9'-2" x 8'-0" ��_ I �� �� (0 ) iJ - �J - �I h -9 1 PRIY9 E G 1 i SKYBAR ELEVATOR A`TO-0R 3 SERVICE 1 NORTH ELEVATOR I 98X8 EXIT CORRIDOR 13'-0" X 14'-4 " SQ DN KD 9-2 S 8FT" Q 82 SQ FT XDi 6� 82 SQ FT SQ -0""317 FTDNL — — 346 SQ F, El MANAGER'S MANAGER'S ATA COM ------- i r TRASH & OFFICE VESTIBULE a -0 X 6'-00" 65 SQ FT w, \ / ap RECYCLING 8'-9" X 12'-5" 124 SQ FT ls'-6 x FT 166 S FT Q LIQUOR ROOM _ _ — — — m v '65SQFT _ — KITCHEN � 8'-9" X 8'-0" 81 5Q FT — — — — 27'-4" X 36'-11 " 1081 SQ FT CD 7: — — -- -S — o - � — °' TOWER 1 TOWER 3 �, WOMEN'S LOCKER MEN'S LOCKER 8'-8" x 25'-8" 8'-8" X 25'-8" 13'-6" X 12'-0" 13'-6" X 12'-0" m 185 SQ FT 9' -51/2 '-10 1/2 185 SQ FT 9' 2'$' h V-4' 6' 2' 1'-2" 9' . --- _2. , 4"3'-4- 13'4" YAW 1'-2" r 9 t'-2', 2' 6 1' 4' 2' -- g' M 14'-1 1/2" 14' 51/2" 9'-4" 8'-8" 11'-4" -- 9_'-10" 9'-10" 20'$" 9'-2" 10'-6" 11'J' 8$' 9' 4' _ 28'-8" 176' - 9TH FLOOR PLAN 1/8" = 1'-0" <�, — 11-1 SHEET 2 h V ? w C v c 0 c o a W c -0 2 c o r E - c c W E ' y p < E � v >��Ed m�awa�„R a a K a a d 3 o0 c9a EA E c o o u� u u c n V _° w b0 d N y c y m v y o 3` A v a w z c y o m• zLx�y3 R L -d c"=Z°3= d=ao O 2 41 E1 u ° m 'o •- A W c a u c O - _ _ VA p E y 0 we Q 3 0 u W Z Via.. � c i �0 ZIA-1D 6OF15 n -� M ^' W N cp S 1^J� Z �Q — Q O� c Oto) 1- N � t Q� Q CL M � O d O O Z in M V W �lu M V N n. 0W O� J IX 66 M Q @ GQ 0� �i d 4 U a V cc ul 0 Z W � W O N ?� 0 co 0 Q � S N to o W U @ t O c CX n 0 N L O � yd .L Vl c a M L r.. V SHEET 2 h V ? w C v c 0 c o a W c -0 2 c o r E - c c W E ' y p < E � v >��Ed m�awa�„R a a K a a d 3 o0 c9a EA E c o o u� u u c n V _° w b0 d N y c y m v y o 3` A v a w z c y o m• zLx�y3 R L -d c"=Z°3= d=ao O 2 41 E1 u ° m 'o •- A W c a u c O - _ _ VA p E y 0 we Q 3 0 u W Z Via.. � c i �0 ZIA-1D 6OF15 Loll W O Oto) 1- W CL M Q Q O Z in W co ... m IX CZ O • Q GQ V W 4 U V cc Z W < W ?� 0 co V Q t!1 N W SHEET 2 h V ? w C v c 0 c o a W c -0 2 c o r E - c c W E ' y p < E � v >��Ed m�awa�„R a a K a a d 3 o0 c9a EA E c o o u� u u c n V _° w b0 d N y c y m v y o 3` A v a w z c y o m• zLx�y3 R L -d c"=Z°3= d=ao O 2 41 E1 u ° m 'o •- A W c a u c O - _ _ VA p E y 0 we Q 3 0 u W Z Via.. � c i �0 ZIA-1D 6OF15 a� O Z IX CZ O O V V < Q �o co Q � N Z SHEET 2 h V ? w C v c 0 c o a W c -0 2 c o r E - c c W E ' y p < E � v >��Ed m�awa�„R a a K a a d 3 o0 c9a EA E c o o u� u u c n V _° w b0 d N y c y m v y o 3` A v a w z c y o m• zLx�y3 R L -d c"=Z°3= d=ao O 2 41 E1 u ° m 'o •- A W c a u c O - _ _ VA p E y 0 we Q 3 0 u W Z Via.. � c i �0 ZIA-1D 6OF15 TOWER 1 8'-8" X 18'-0" 20' t UTILITY SHAFT 6'-8" X 8'-0" 64 SQ FT ELEVATOR ELEVATOR MACHINE ROOM MACHINE ROOM 9'-2" X 8'-0" 9'-2" X 8'-0" 95 SQ FT 1 95 SQ FT ELEVATOR ELEVATOR MACHINE ROOM MACHINE ROOM 9'-2" X 8.-0" 9'-2" X 8'-0" 95 SQ FT 1 95 SQ FT SQUARE FOOTAGE - ROOF SUMMARY DESCRIPTION AREA TOTALS ennE A/C AQFA O: TOWER 3 8'-8" X 18'-0 9'-4' -- 28'-8 ROOF A/C AREA SUB -TOTAL: _ 0 552 ELEVATOR MACHINE ROOMS VAL. 552 ROOF FLOOR PLAN ROOF NON -A/C AREA SUB -TOT ROOF: 552 ROOF TOTAL AREA UNDE" i V J ELEVATOR ELEVATOR MACHINE ROOM MACHINE ROOM 8'-4" X r-10" 8'-4" X r-10" 86 SQ FT 86 SQ FT t UTILITY SHAFT 6'-8" X 8'-0" 64 SQ FT ELEVATOR ELEVATOR MACHINE ROOM MACHINE ROOM 9'-2" X 8'-0" 9'-2" X 8'-0" 95 SQ FT 1 95 SQ FT ELEVATOR ELEVATOR MACHINE ROOM MACHINE ROOM 9'-2" X 8.-0" 9'-2" X 8'-0" 95 SQ FT 1 95 SQ FT SQUARE FOOTAGE - ROOF SUMMARY DESCRIPTION AREA TOTALS ennE A/C AQFA O: TOWER 3 8'-8" X 18'-0 9'-4' -- 28'-8 ROOF A/C AREA SUB -TOTAL: _ 0 552 ELEVATOR MACHINE ROOMS VAL. 552 ROOF FLOOR PLAN ROOF NON -A/C AREA SUB -TOT ROOF: 552 ROOF TOTAL AREA UNDE" i Z J 0 W �0 0Z 0ton J Q LL W LL � O 0 u' cc SHEET Z I A-1 E 7OF15 V J W a. � O 0 W � � M z0 ...1 W • G no Or J LJ.. O Co Q t!1 G W �V V W Z Nt- W ?W_I 0 . ^o V J W Z J 0 W �0 0Z 0ton J Q LL W LL � O 0 u' cc SHEET Z I A-1 E 7OF15 CC LDC 5.05.08 C.2.c: PRIMARY FACADE STANDARDS - (Mixed Use Principal Building) PRIMARY FACADES THIS PROJECT: ALL FACADES ARE CONSIDERED PRIMARY SECONDARY FACADES THIS PROJECT: NONE MUST SELECT 2 OF THE 5 FEATURES OFFERED IN LDC SECTION FOR PRIMARY FACADES DESIGN FEATURE SELECTED MARK Z Ln Q n i. 30% WINDOW COVERAGE OF FACADE DESIGN FEATURE EXPLANATION N a. DORMERS � S Q r � r.. Q b. GABLES SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF c. RECESSED ENTRIES PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (30%) WINDOWS TRELLIS X N1 NORTH 14,241 4,272 5,356 0 X S1 SOUTH 14,241 4,272 5,896 0 X E1 EAST 20,357 6,107 7,298 0 X W1 WEST 20,357 6,107 10,996 0 DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES O n v. TOWER ELEMENT W/20% WINDOWS ON FACrADE m. OPEN ARCADE OR COVERED WALKWAY � n C7 n. BULKHEAD � C7 O SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF p. WINDOW HOODS PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (20%) WINDOWS TRELLIS X N2 NORTH 14,241 2,848 5,356 0 X S2 SOUTH 14,241 2,848 5,896 0 X E2 EAST 20,357 4,071 7,298 0 X W2 WEST 20,357 4,071 10,996 0 CC LDC 4.02.16 D 7 g (i): BUILDING DESIGN TREATMENTS - (Mixed Use Principal Building) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE MARK V N 0 PROVIDED � N Z Ln Q n Qn c DESIGN FEATURE EXPLANATION N a. DORMERS � S Q r � r.. Q b. GABLES 6' o X DT1 c. RECESSED ENTRIES X DTZ d. COVERED PORCH ENTRIES as X DT3 e. PILLARS OR POSTS N f. EAVES r- g. BAY WINDOWS X DT4 h. BALCONIES Um o L DECORATIVE FINISH, SUCH AS WAINSCOTING W X DT5 j. DECORATIVE CORNICES AND ROOFLINES (FOR FLAT ROOFS) R ,w Z k. WINDOW TRIM X DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES O n V m. OPEN ARCADE OR COVERED WALKWAY � n C7 n. BULKHEAD � C7 O o. TRANSOMS — p. WINDOW HOODS y. BUILDING AWNINGS ALONG FIRST FLOOR f6 C A!'TI IAI DI 117 n1Alr 1 — (126'-8" NAVD) ROOF DECK 100'-4" 9TH F.F. 8TH F.F. 73'-2" 7TH F.F. 61'-6" 6TH F.F. 5TH F.F. 4TH F. X .5"D REGLETS _SSED INTO STUCCO 3RD F.F. 14'-10" 2ND F.F. 1 ST FLOOR CEILINGS _F.: 0'-0" 1ST (9.0' NAVD) ��L V I I %-.,fI r - I I FACADE 1/8 _ CORRECTIONS TO HEIGHT CALLS PER AHJ REVIEW \ A D O� H o 3 W'- ° E a o en•° -y" a O o c W T,0 Z G Cl v v = i E o A E m V O'O wd� zg 0 ?ELL�� a oo•° � o sE��° W v•-� Aop�; a� T o Q x .c Ep i v ° o ° S E c o a d" E Rw-= N_ o o u c v o v = 4 m d d A A A Y d •- � T LL C tJ c o. o m w ° 3 c R p+•� b0 C =� p 0onc.E > s ON 'o_ y c lJ o 3 d Z X L @ d Q Z n a0 c Q W J W I -- Q W SHEET A-2 8OF15 M CNM V N 0 � N Z Ln Q n Qn c — M O •� N � S Q r � r.. Q 6' o � v z_a I u J W as O> M V J J W_ N Oa r- M 00 Um o O� W W a Z R ,w Z W Q �O L O n V f� � n C7 � C7 O J3 o f6 C O •o O .N O c � t GQ J _d Q O f0 •w V O� H o 3 W'- ° E a o en•° -y" a O o c W T,0 Z G Cl v v = i E o A E m V O'O wd� zg 0 ?ELL�� a oo•° � o sE��° W v•-� Aop�; a� T o Q x .c Ep i v ° o ° S E c o a d" E Rw-= N_ o o u c v o v = 4 m d d A A A Y d •- � T LL C tJ c o. o m w ° 3 c R p+•� b0 C =� p 0onc.E > s ON 'o_ y c lJ o 3 d Z X L @ d Q Z n a0 c Q W J W I -- Q W SHEET A-2 8OF15 n Qa z_a J W 0 IY O O> J J W_ (n 00 W V V W Z � Q �O -- V f� W O� H o 3 W'- ° E a o en•° -y" a O o c W T,0 Z G Cl v v = i E o A E m V O'O wd� zg 0 ?ELL�� a oo•° � o sE��° W v•-� Aop�; a� T o Q x .c Ep i v ° o ° S E c o a d" E Rw-= N_ o o u c v o v = 4 m d d A A A Y d •- � T LL C tJ c o. o m w ° 3 c R p+•� b0 C =� p 0onc.E > s ON 'o_ y c lJ o 3 d Z X L @ d Q Z n a0 c Q W J W I -- Q W SHEET A-2 8OF15 ACORRECTIONS TO HEIGHT CALLS PER AH) REVIEW /1\ CC LDC 5.05.08 C.2.c: PRIMARY FACADE STANDARDS - (Mixed Use Principal Building) PRIMARY FACADES THIS PROJECT: ALL FACADES ARE CONSIDERED PRIMARY SECONDARY FACADES THIS PROJECT: NONE MUST SELECT 2 OF THE 5 FEATURES OFFERED IN LDC SECTION FOR PRIMARY FACADES DESIGN FEATURE SELECTED MARK Z Ui ¢ — a i. 30% WINDOW COVERAGE OF FACADE DESIGN FEATURE EXPLANATION N a. DORMERS 66 .~ L Q�Q • OC W 00 b. GABLES SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF c. RECESSED ENTRIES m PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (30%) WINDOWS TRELLIS X N1 NORTH 14,241 4,272 5,356 0 X S1 SOUTH 14,241 4,272 5,896 0 X E1 EAST 20,357 6,107 7,298 0 X W1 WEST 20,357 6,107 10,996 0 DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES v. TOWER ELEMENT W/20% WINDOWS ON FACADE m. OPEN ARCADE OR COVERED WALKWAY �n Q �o H o n. BULKHEAD V SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF ca c p •o p. WINDOW HOODS PRIMARY FACADE FACADE FACE OF WINDOWS/TRELLIS (20%) WINDOWS TRELLIS X N2 NORTH 14,241 2,848 5,356 0 X S2 SOUTH 14,241 2,848 5,896 0 X E2 EAST 20,357 4,071 7,298 10 X W2 WEST 20,357 4,071 10,996 1 0 CC LDC 4.02.16 D 7 g (i): BUILDING DESIGN TREATMENTS - (Mixed Use Principal Building) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE MARK V PROVIDED � N Z Ui ¢ — a 07 c DESIGN FEATURE EXPLANATION N a. DORMERS 66 .~ L Q�Q • OC W 00 b. GABLES � a X DT1 c. RECESSED ENTRIES m X DT2 d. COVERED PORCH ENTRIES Mrn U X DT3 e. PILLARS OR POSTS oWE W �V f. EAVES V Iz �W g. BAY WINDOWS M X DT4 h. BALCONIES 00- 4. L DECORATIVE FINISH, SUCH AS WAINSCOTING X DT5 j. DECORATIVE CORNICES AND ROOFLINES (FOR FLAT ROOFS) W k. WINDOW TRIM X DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES m. OPEN ARCADE OR COVERED WALKWAY �n Q �o H o n. BULKHEAD V o. TRANSOMS ca c p •o p. WINDOW HOODS � A O y. BUILDING AWNINGS ALONG FIRST FLOOR O O 8 - = 1 '-Ott ca 0 N N ct' fC � D a m Cm C Z 3 a O L � 0 N SHEET Am2A 9OF15 (A � M �M V � N Z Ui ¢ — a 07 c — M O N ♦ 66 .~ L Q�Q • OC W 00 OF... � a Q Cp v m d Mrn U N oWE W �V J V Iz �W 6w M m 72 00- 4. R 0 W L O n �n Q �o H o V ca c p •o � A O O O O cO Q O 'w M y ca 0 N N ct' fC � D a m Cm C Z 3 a O L � 0 N SHEET Am2A 9OF15 (A W a 0 O �- W � M Q Q zo • OC W 00 OF... > -� m W �V V Iz �W W � fJ��9�d CG ca 0 N N ct' fC � D a m Cm C Z 3 a O L � 0 N SHEET Am2A 9OF15 CC LDC 5.05.08 C.2.c: PRIMARY FACADE STANDARDS - (Mixed Use Principal Building) PRIMARY FACADES THIS PROJECT: ALL FACADES ARE CONSIDERED PRIMARY SECONDARY FACADES THIS PROJECT: NONE MUST SELECT 2 OF THE 5 FEATURES OFFERED IN LDC SECTION FOR PRIMARY FACADES DESIGN FEATURE SELECTED MARK Z ' f,e,,,,,,,`' GAS,: ,. i. 30% WINDOW COVERAGE OF FACADE DESIGN FEATURE EXPLANATION w r - N a. DORMERS LL N b. GABLES SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF c. RECESSED ENTRIES � a PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (30%) WINDOWS TRELLIS X N1 NORTH 14,241 4,272 5,356 0 X S1 SOUTH 14,241 4,272 5,896 0 X E1 EAST 20,357 7 6,107 7,298 0 X W 1 WEST 20,357 1 6,107 10,996 0 DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES v. TOWER ELEMENT W/20% WINDOWS ON FACADE O m. OPEN ARCADE OR COVERED WALKWAY t� n. BULKHEAD - Q w O SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF p. WINDOW HOODS PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (20%) WINDOWS TRELLIS X N2 NORTH 14,241 2,848 5,356 0 X S2 SOUTH 14,241 2,848 5,896 0 X E2 EAST 20,357 4,071 7,298 0 X W2 WEST 20,357 14,071 1 10,996 0 CC LDC 4.02.16 D 7 g (i): BUILDING DESIGN TREATMENTS - (Mixed Use Principal Building) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE MARK _ /V _ Q= PROVIDED � N Z ' f,e,,,,,,,`' GAS,: ,. O DESIGN FEATURE EXPLANATION w r - N a. DORMERS LL N b. GABLES X DT1 c. RECESSED ENTRIES � a X DT2 d. COVERED PORCH ENTRIES � U X DT3 e. PILLARS OR POSTS M V 0 N f. EAVES o. O g. BAY WINDOWS X DT4 h. BALCONIES M o0 L DECORATIVE FINISH, SUCH AS WAINSCOTING W X DT5 j. DECORATIVE CORNICES AND ROOFLINES (FOR FLAT ROOFS) O. R k. WINDOW TRIM Z X DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES =� O O m. OPEN ARCADE OR COVERED WALKWAY t� n. BULKHEAD - Q w O o. TRANSOMS CD0 p. WINDOW HOODS q. BUILDING AWNINGS ALONG FIRST FLOOR ROOF DECK 100'-4" 9TH F.F. 84'-10" 8TH F.F. 00 73'-2" 7TH F.F. co 61'-6" 6TH F.F. Y 49 --10- 5TH F.F. Eo 38'-2" 4TH F.F. 26'-6" 3RD F.F. 14'-10" 2ND F.F. REF.: 0'-0" 1ST F.F. (9.0' NAVD) Vh L.L..L V f1 1 1<JI'N 'w UIX11VIIi-11XI,' FACADE 1/8" = V-0" ' � M � M _ /V _ Q= � N Z ' f,e,,,,,,,`' GAS,: ,. O — Z Oo W Q ~ > O W Z " cn W Q W � W V 0 Z CC SHEET A -2B 10 OF 15 � M � M 7-L � N Z �¢ Q O — M 4 •� w r - N LL N M � Q Q � a Z Q J � U OW 1... DO LL M V 0 N o. O J 6 66 M o0 W O LJ. O. R ' ^ 0 Z W =� O O t� 3 n O Q w O I� CD0 � U co C N O e � s h i<j` Z Oo W Q ~ > O W Z " cn W Q W � W V 0 Z CC SHEET A -2B 10 OF 15 7-L O w r - W d. W M � Q Q Z Q J � � OW 1... DO LL =111M 0 - m I— Q o0 W � V W Z R- W =� O t� W I� Z Oo W Q ~ > O W Z " cn W Q W � W V 0 Z CC SHEET A -2B 10 OF 15 O CC LDC 5.05.08 C.2.c: PRIMARY FACADE STANDARDS - (Mixed Use Principal Building) PRIMARY FACADES THIS PROJECT: ALL FACADES ARE CONSIDERED PRIMARY SECONDARY FAtYADES THIS PROJECT:1 NONE MUST SELECT 2 OF THE 5 FEATURES OFFERED IN LDC SECTION FOR PRIMARY FACADES DESIGN FEATURE SELECTED MARK CL i. 30% WINDOW COVERAGE OF FAt ADE DESIGN FEATURE EXPLANATION O a. DORMERS W � J b. GABLES SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF c. RECESSED ENTRIES Q Q PRIMARY FACADE FACADE FACE OF WINDOWS/ TRELLIS (30"x) WINDOWS TRELLIS X N1 NORTH 14,241 4,272 5,356 0 X S1 SOUTH 14,241 4,272 5,896 0 X E1 EAST 20,357 6,107 7,298 0 X W1 WEST 20,357 6,107 10,996 0 DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES v. TOWER ELEMENT WI20% WINDOWS ON FACADE m. OPEN ARCADE OR COVERED WALKWAY n. BULKHEAD t!1 SQ FT OF REQUIRED SQ FT PROVIDED SQ FT OF p. WINDOW HOODS PRIMARY FACADE FACADE FACE OF WINDOWS/TRELLIS (20%) WINDOWS TRELLIS X N2 NORTH 14,241 2,848 5,356 0 X S2 SOUTH 14,241 2,848 5,896 0 X E2 EAST 20,357 4,071 7,298 0 X W2 WEST 1 20,357 14,071 110,996 0 ROOF DECK 100'-4" 9TH F.F. Y 8TH F.F. co 73'-2" 7TH F.F. CP 61'-6" . 6TH F.F. CP 49'-10" 5TH F.F. CP 38'-2" 4TH F.F. iw 26'-6" 3RD F.F. 14'-10" 2ND F.F. 0 (9.0' NAVD) CC LDC 4.02.16 D 7 g (i): BUILDING DESIGN TREATMENTS - (Mixed Use Principal Building) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE PROVIDED MARK W CL DESIGN FEATURE EXPLANATION O a. DORMERS W � J b. GABLES X DT1 c. RECESSED ENTRIES Q Q X DT2 d. COVERED PORCH ENTRIES X DT3 e. PILLARS OR POSTS > —' f. EAVES g. BAY WINDOWS X DT4 h. BALCONIES Q L DECORATIVE FINISH, SUCH AS WAINSCOTING X DT5 j. DECORATIVE CORNICES AND ROOFLINES (FOR FLAT ROOFS) V W k. WINDOW TRIM Z X DT6 I. CANOPIES, PORTICOS, OR PORTE COCHERES m. OPEN ARCADE OR COVERED WALKWAY n. BULKHEAD t!1 o. TRANSOMS p. WINDOW HOODS q. BUILDING AWNINGS ALONG FIRST FLOOR �vv �' [LCV I IUIN w rKiivi/iK i rhk.,Hu[ 1,'8" = 1 1_011 SHEET A -2C 11 OF 15 Nv N�Co W CL CL SHEET A -2C 11 OF 15 W CL CL O O � � W � J M Q Q z W DO O > —' Q W @)V V W Z d' — W o t!1 W SHEET A -2C 11 OF 15 g 7TH F.F. (9.0' NAVD) i CC LDC 5.05.08 C.S.c: BUILDING DESIGN TREATMENTS - (Ancillary Parking Garage) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE ii. A minimum of 60 percent of the area of any primary facade of a parking structure or covered parking facility must incorporate at least two of the following: DESIGN FEATURE SELECTED MARK PROVIDED MARK � a) Transparent windows, with clear or lightly tinted glass, where pedestrian oriented businesses are located along the facade of the parking structure C r � �Q DESIGN FEATURE EXPLANATION � SQ FT OF i. CANOPIES, PORTICOS OR PORTE-COCHERES % OF FA(ADE PROVIDED M U ii. OVERHANGS MINIMUM OF 3 FEET FA4ADE FACE - WITH TRANSPARENT WINDOWS iii. COLONADES OR ARCADES MINIMUM 8 FEET CLEAR WIDTH o� NORTH 5,828 iv. SCULPTURED ARTWORK N/A X DT -I v. CORNICE MINIMUM 2 FEET HIGH WITH 12 INCH PROJECTION LOUVERED ALUMINUM W/BRACKETS 3,113 N/A vi. PEAKED OR CURVED ROOF FORMS R Z EAST 11,844 vii. ARCHES WITH MINIMUM 12 INCH RECESS DEPTH N/A Q0 O 0 7 O � o viii. DISPLAY WINDOWS 11,844 X DT2 ix. ORNAMENTAUSTRUCTURAL DETAILS OTI ILR TI IAN CORNICES PRECAST MEDALLIONS & BANDING �V b) Display windows x. CI OCK OR BELL TOWER OR OT HER ROOF TRFA I MENTS v Q O `O xi. PROJECTED AND COVERED ENTRY - MINIMUM 8 FEET & 100 SQ FT SQ FT OF 60% OF % OF FAQ ADE PROVIDED xii. FMPHASI/FD BUII DING BASE MIN. 3 FEET HIGH & 2" PROJECTION PRIMARY FACADE FA4; ADE FACE xiii. ADDITIONAL ROOF ARTICULATION ABOVE STANDARD WITH DISPLAY WINDOWS xiv. CURVE[) WAI I S 5,828 X DT3 xv. COLUMNS � ce SOUTH 5,188 xvi. PILASTERS N/A xvii. METAL OR TILE ROOF MATERIAL 11,844 X D14 xviii. EXPRESS OR EXPOSED SI RUC I URAL ELEMFN IS PRECAST CONCRE I F PANFI S WEST 11,844 xix. ADDITIONAL GLAZING MINIMUM 15% BEYOND CODE REQ. N/A xx. SOI AR SHADING DEVICES COVERING MINIMUM 50% OF FA�ADF c) Decorative grill work or similar detailing which provides texture and screens the parking structure openings xxi. TRANSLUCENT GLAZING MINIMUM 15% BEYOND CODE REQ. SQ FT OF xxii. GI ASS BI OCK MINIMUM 15% BEYOND GLA/ING RFQUIRMFN 1 % OF FACADE PROVIDED CC LDC 5.05.08 D.8.a: PRIMARY FACADE STANDARDS - (Ancillary Parking Garage) PRIMARY FACADES THIS PROJECI ; i. All exposed facades of any parking structure above the second floor are considered primary facades. ii. A minimum of 60 percent of the area of any primary facade of a parking structure or covered parking facility must incorporate at least two of the following: DESIGN FEATURE SELECTED MARK a jjj M O N �@ � a) Transparent windows, with clear or lightly tinted glass, where pedestrian oriented businesses are located along the facade of the parking structure C r � �Q o, c � SQ FT OF 60% OF % OF FA(ADE PROVIDED M U PRIMARY FACADE FA4ADE FACE FACADE FACE WITH TRANSPARENT WINDOWS 0 o� NORTH 5,828 3,497 N/A 0 SOUTH 5,188 3,113 N/A ,w R Z EAST 11,844 7,106 N/A Q0 O 0 7 O � o WEST 11,844 7,106 N/A 0 q C N 0 0 �V b) Display windows V v Q O `O SQ FT OF 60% OF % OF FAQ ADE PROVIDED PRIMARY FACADE FA4; ADE FACE FACADE FACE WITH DISPLAY WINDOWS NORTH 5,828 3,497 N/A � ce SOUTH 5,188 3,113 N/A EAST 11,844 7,106 N/A WEST 11,844 7,106 N/A c) Decorative grill work or similar detailing which provides texture and screens the parking structure openings SQ FT OF 60% OF % OF FACADE PROVIDED PRIMARY FA(ADE FACADE FACE FA�:ADE FACE WITH DECO GRILLS X N1 NORTH 5,828 3,497 PROVIDED ALONG 100% X S1 SOUTH 5,188 3,113 PROVIDED ALONG 100% X E1 EAST 11,844 7,106 PROVIDED ALONG 100% X W1 WEST 11,844 7,106 PROVIDED ALONG 100% d) Art or architectural treatment such as sculpture, mosaic, glass block, opaque art glass, relief work or similar features SQ FT OF 60% OF % OF FACADE PROVIDED PRIMARY FACADE FACADE FACE FACADE FACE WITH TREATMENT X N2 NORTH 5,828 3,497 PROVIDED ALONG 100% X S2 SOUTH 5,188 3.113 PROVInFr) Ai nNr 1nn0c, 60'-0" TOP LEVE_L,_j (68'-0" NAVD) NAVD) UVtKAIL SUl7fH ELEVATION •PRIMARY FACADES = 7' 10 -, M t0 M N O � N Z /IV 00 :2o a jjj M O N �@ � o C � V M t0 M N O � N Z L !) Q a W o� — M O N �@ � o C r � �Q o, c � itf u W M U iL M N � 0 o� J W M 0 0� a� 0 CL ,w R Z W O� N Q0 O 0 7 O � o U VfC C 0 q C N 0 0 �V C Q V v Q O `O M W r- v I— Q W J W i- 0 LnJ J Q W 0 W 0 Q W V SHEET A -2D 12 OF 15 W IL C O O � W i iL M Q Q z0 W :10 0 > -' ..I W 0 m 0 0 W �V V W z W ?� C) W/ � ce I— Q W J W i- 0 LnJ J Q W 0 W 0 Q W V SHEET A -2D 12 OF 15 CC LDC 5.05.08 D.8.a: PRIMARY FACADE STANDARDS - (Ancillary Parking Garage) PRIMARY FACADES THIS PROJECT: �. All exposed fa+ ades of any parking structure above the second floor are considered primary facades. ii. A minimum of 60 percent of the area of any primary facade of a parking structure or covered parking facility must incorporate at least two of the following: DESIGN FEATURE SELECTED MARK PROVIDED MARK Z a) Transparent windows, with clear or lightly tinted glass, where pedestrian oriented businesses are located along the facade of the parking structure C c� DESIGN FEATURE EXPLANATION !_ SQ FT OF 60% OF % OF FACADE PROVIDED PRIMARY FACADE FACADE FACE FACADE FACE WITH TRANSPARENT WINDOWS iii. COLONADES OR ARCADES MINIMUM 8 FEET CLEAR WIDTH NORTH 5,828 3,497 N/A X DT -I SOUTH 5,188 3,11:3 N/A vi. PEAKED OR CURVED ROOF FORMS CL. EAST 11,844 7,106 N/A WEST 11,844 7,106 N/A ix. ORNAMENTAUSTRUCTURAL DETAILS OTHER TI IAN CORNICES PRECAST MEDALLIONS & BANDING O b) Display windows x. CI OCK OR BELL TOWER OR O 1 HER ROOF TREAT MEN I S a R xi. PROJECTED AND COVERED ENTRY - MINIMUM 8 FLET & 100 SQ FT SQ FT OF 60% OF % OF FACADE PROVIDED xii. FMPHASUFD BUII DING BASF MIN, 3 FEE HIGH & 2" PROJFCI ION � PRIMARY FACADE FACADE FACE FACADE FACE WITH DISPLAY WINDOWS NORTH 5,828 3,497 N/A xv. COLUMNS SOUTH 5,188 3,113 N/A V R C EAST 11,844 7,106 NIA xviii. FXPRFSS OR FXPOSFD SI RUC I URAI H FMFN I S PRFCAS I CONCRETE PANH S WEST 11,844 7,106 N/A xx. SOI AR SHADING DEVICES COVERING MINIMUM 50% OF FACADF c) Decorative grill work or similar detailing which provides texture and screens the parking structure openings xxi. TRANSLUCENT GLAZING MINIMUM 15% BEYOND CODE REQ. .J v SQ FT OF 60% OF % OF FACADE PROVIDED M a`, PRIMARY FACADE FACADE FACE FACADE FACE WITH DECO GRILLS X N1 NORTH 5,828 3,497 PROVIDED ALONG 100% X S1 SOUTH 5,188 3,113 PROVIDED ALONG 100% X E1 EAST 11,844 7,106 PROVIDED ALONG 100% X W1 WEST 11,844 7,106 PROVIDED ALONG 100% d) Art or architectural treatment such as sculpture, mosaic, glass block, opaque art glass, relief work or similar features SQ FT OF 60% OF % OF FACADE PROVIDED PRIMARY FACADE FACADE FACE FACADE FACE WITH TREATMENT X N2 NORTH 5,828 3,497 PROVIDED ALONG 100% X S2 SOUTH 5,188 3,113 PROVIDED ALONG 100% .1 - r A CT 1 9 oil A -% 1flf. ppri%iincn A I nklrl 1 nn(V- CC LDC 5.05.08 C.5.c: BUILDING DESIGN TREATMENTS - (Ancillary Parking Garage) MUST PROVIDE AT LEAST 4 OF THE FEATURES BELOW FOR EVERY FACADE DESIGN FEATURE W PROVIDED MARK Z Ln` C c� DESIGN FEATURE EXPLANATION !_ N L CANOPIES, PORTICOS OR PORTE-COCHERES LL N s ii. OVERHANGS MINIMUM OF 3 FEET l- ¢ �o iii. COLONADES OR ARCADES MINIMUM 8 FEET CLEAR WIDTH z a iv. SCULPTURED ARTWORK In X DT -I v. CORNICE MINIMUM 2 FEET HIGH WITH 12 INCH PROJECTION LOUVERED ALUMINUM W/BRACKETS O N vi. PEAKED OR CURVED ROOF FORMS CL. O vii. ARCHES WITH MINIMUM 12 INCH RECESS DEPTH _o viii. DISPLAY WINDOWS X DT2 ix. ORNAMENTAUSTRUCTURAL DETAILS OTHER TI IAN CORNICES PRECAST MEDALLIONS & BANDING O � x. CI OCK OR BELL TOWER OR O 1 HER ROOF TREAT MEN I S a R xi. PROJECTED AND COVERED ENTRY - MINIMUM 8 FLET & 100 SQ FT Z W xii. FMPHASUFD BUII DING BASF MIN, 3 FEE HIGH & 2" PROJFCI ION � ?� C) o0 xiii. ADDITIONAL ROOF ARTICULATION ABOVE STANDARD N xiv. CURVE[) WAI I S X DT3 xv. COLUMNS —U xvi. PIT AST ERS V R C xvii. METAL OR TILE ROOF MATERIAL O .Q X D14 xviii. FXPRFSS OR FXPOSFD SI RUC I URAI H FMFN I S PRFCAS I CONCRETE PANH S 0 0 xix. ADDITIONAL GI AZING MINIMUM 15% BEYOND CODE REQ. t xx. SOI AR SHADING DEVICES COVERING MINIMUM 50% OF FACADF C ¢ xxi. TRANSLUCENT GLAZING MINIMUM 15% BEYOND CODE REQ. .J v xxii. GI ASS BI OCK MINIMUM 15% BFYOND GT AIING RFQUIRMFN i � 'w F. F. 6TH F.F. RM 4TH F.F. 3/32" = 1'-0" SHEET A -2E 13 OF 15 W � N Z Ln` C c� - M o !_ N LL N s WMO. l- ¢ �o z a .j W In O ~ > W J LL M V O N CL. O I _o uM W�V O � V a R r, W d - Z W � ?� C) o0 -- N Q 0 o Lin 0 —U V R C O .Q � A O N 0 0 t C ¢ .J v Qco � 'w M a`, SHEET A -2E 13 OF 15 W CL C O p !_ W � WMO. Q Q z .j W • rd DO O ~ > W J LL O m l-- Q W�V V Z r, W d - W ?� C) -- V W SHEET A -2E 13 OF 15 PLEASE REFER TO THE ATTACHED SUPPLEMENTAL PRE-ENGINEERED BUILDING DRAWINGS FROM WALKER PARKING CONSULTANTS FOR ADDITIONAL INFORMATION, FLOOR PLANS, SECTIONS AND DETAILS OF CONSTRUCTION. TOP LEVEL EL. 67'-2" 5TH LEVEL EL. 56'-8" 4TH LEVEL E L . 46'-2" 3RD LEVEL-- EL. EVELEL. 34'-8" 2ND LEVEL EL. 24'-2" GROUND LEVEL EL. 8'-0" CC LDC 5.05.08 D.8.a: PRIMARY FACADE STANDARDS - (Ancillary Parking Garage) PRIMARY FACADES THIS PROJECT: i. All exposed facades of any parking structure as 2YQ the second floor are ii. A minimum of 60 percent of the area of any primary facade of a parking structure or covered parking facility must incorporate at least two of the following: DESIGN FEATURE SELECTED MARK DESIGN FEATURE EXPLANATION - N c) Decorative grill work or similar detailing which provides texture and screens the parking structure openings i. CANOPIES, PORTICOS OR PORTE-COCHERES < El ii. OVERHANGS MINIMUM OF 3 FEET SQ FT OF 60% OF % OF FA( -ADE PROVIDED iii. COLONADES OR ARCADES MINIMUM 8 FEET CLEAR WIDTH PRIMARY FACADE FACADE FACE FAiADE FACE WITH DECO GRILLS X N1 NORTH 5,828 3,497 PROVIDED ALONG 100% X S1 E1 SOUTH EAST 5,188 11,844 3,113 7,106 PROVIDED ALONG 100% PROVIDED ALONG 100% X X W1 WEST 11,844 7,106 PROVIDED ALONG 100% PRECASI MFDAI I IONS& BANDING Q� d) Art or architectural treatment such as sculpture, mosaic, glass block, opaque art glass, relief work or similar features cry xi. PROJECTED AND COVERED FN1 RY - MINIMUM 8 FEET & 100 SQ FI SQ FT OF 60% OF % OF FA(ADE PROVIDED V PRIMARY FACADE FACADE FACE FACADE FACE WITH TREATMENT X N2 NORTH 5,828 3,497 PROVIDED ALONG 100% X S2 SOUTH 5,188 3,113 PROVIDED ALONG 100% X E2 EAST 11,844 7,106 PROVIDED ALONG 100% PROVIDED ALONG 100% X W2 WEST 11,844 7,106 xx. SOLAR SHADING DEVICES COVERING MINIMUM 50% OF FACADE CC LDC 5.05.08 C.5.c: BUILDING DESIGN TREATMENTS - (Ancillary Parking Garage) MUST PROVIDE AT LEAST f OF THE FEATURES BELOW FOR EVERY FArADE DESIGN FEATURE MARK PROVIDED DESIGN FEATURE EXPLANATION - N CID i. CANOPIES, PORTICOS OR PORTE-COCHERES < El ii. OVERHANGS MINIMUM OF 3 FEET iii. COLONADES OR ARCADES MINIMUM 8 FEET CLEAR WIDTH LL+ d. iv. SCULPTURED ARTWORK M X DT1 v. CORNICE MINIMUM 2 FEET HIGH WITH 12 INCH PROJECTION LOUVERED ALUMINUM W/BRACKETS z vi. PEAKED OR CURVED ROOF FORMS I.W • ce 0 O vii. ARCHES WI H MINIMUM 12 INCH RFCFSS DFP1 H " viii. DISPLAY WINDOWS X D12 ix. ORNAMFNIAI/SIRUCIURAL DLiAIISOTHER IHANCORNICFS PRECASI MFDAI I IONS& BANDING Q� x. CLOCK OR BELL TOWER OR OTHER ROOF TREATMENTS cry xi. PROJECTED AND COVERED FN1 RY - MINIMUM 8 FEET & 100 SQ FI W �V xii. LMP[ IASIZED BUILDING BASE MIN.3' FEET HIGH & 2" PROJECTION V xiii. ADDI I IONAI ROOF AR 1 ICU[ A I ION ABOVE STANDARD W d' _ W xiv. CURVED WALLS X DT3 xv. COI UMNS xvi. PILASTERS xvii. MFIAI OR III F ROOF MATERIAL X DT4 xviii. EXPRESS OR EXPOSED STRUCTURAL ELEMENTS PRECAST CONCRETE PANELS xix. ADDITIONAL GLAZING MINIMI IM 15% BEYOND CODE REQ. xx. SOLAR SHADING DEVICES COVERING MINIMUM 50% OF FACADE xxi. TRANSLUCENT GLAZING MINIMUM 15% BEYONDCODE REQ. xxii. GLASS BLOCK MINIMUM 150A, BEYOND GLAZING REQUIRMENT 3/32" 1 -0" ALUMINUM CORNICE TRIM W/ TOP LEVEL— EL. EVELEL. 67'-2" 5TH LEVEL EL. 56'-8" 4TH LEVEL EL. 46'-2" 3RD LEVEL EL. 34'-8" 2ND LEVEL WILDING OFFSET P/EnR\ AHJ REVIEW% i I; JQ= - N CID _ =ten - ZO < El z O W J W Q W V W 0 v z V� z_ Q Y W oc ex. V tA N W Q W EL. 24'-2" SHEET A -2F GROUND LEVEL S'z�I t1 EL. 8'-0" 14 OF 15 EAST PARKING GARAGE ELEVATION • PRIMARY FACADE 7�n LL+ d. = M QQ z I.W • ce 0 O " ~ Q� • cry 0 O W �V V Z W d' _ W ?� C) W z O W J W Q W V W 0 v z V� z_ Q Y W oc ex. V tA N W Q W EL. 24'-2" SHEET A -2F GROUND LEVEL S'z�I t1 EL. 8'-0" 14 OF 15 EAST PARKING GARAGE ELEVATION • PRIMARY FACADE MO" i1iIM Y � I PO Box 9303 Ft Myers, FI. 33901 Ph, 1-800.798-7653 Fax, 1-941-332-7132 'Your prestressed Concrete Pole Producer' FIXTURE HEIGHT SHALL NOT EXCEED 20' ABOVE GRADE Prestressed Concrete Pole Pole Weight= 1750 1 b EPA capacity = 23.0 sq ft Wind speed = 165 mph Exposure "B" Gust Factor = 1.2 Per = ASCE 7-10 2010 Florida building code section 1606 Min. Brk. Strength = 2600# Concrete = 6,5001bs @ 28 days Grd. Wire = #6 str. copper Strand = .500" @ 70% Ultimate Tenon = 2 3/8" OD x 5" Hgt. Color = Natural Concrete MIMINUM 5' 3URY DEPTH 5"X 2 3/8"OD TENON i 2' Base T� IO.RY SITE LIGHTING POLE SPECIFICATION NOVARA S 45o LED Specification Cast aluminum and stainless steel create a synthesis of form and function in the NOVARA. The angular heavy cast aluminum housing is punctuated by distinctive cooling fins. Mounting knobs are constructed of polished high-grade stainless steel. Single or twin configurations are fitted with clear tempered glass lens. Electrical conductor is housed in attractive braided stainless steel line. Straight round pole with flush handhole is available in steel or aluminum. Steel pole and mounting bracket are hot -dip galvanized prior to being finished in finely textured paint. All hardware is stainless steel. Standard color, matte silver grey metallic. Special colors available. hess Ordering Information vithout notification educts) Ponnle Mounted Luminaire) �INOVARAnfIS p� Pagel Specifications are subject to change I C����I�II�PO�G—IYIQI��IGU_�uIII�II��CQ(�UY�N'l—� HesSAmerica ) Products ) Lighting P http:I'j`www.hessamerica.com/Prot NG FIXTURE SPECIFICATION 8" PRECAST ROOF PLANK W/2" STRUCTURAL TOPPING Color 8" PRECAST FLOOR PLANK o Model LED Module Temperature Distribution Volt Mounting Pole Pole Mat Finish Option NV4502LV - 2 LEVO 00 UNV - A - Single 12RS -12' Round O SG - Silver DIM - o-iovDC P Modules WW -3000K ME - Type III 120-277VMount Straight S - Steel Grey Dimming z J D i CC - 31 -V 3 LEVO p B Twin 15RS -15' Round V Custom Modules NW - 40ooK S - Type II Mount Straight A - Aluminum* Color N - None io N 2oRS - 20' * For 12' and 15' CW - 5600K Round Straight poles only TRIM RESIDENT'S LEVEL 8 d V X - Other _v RIVEN CONCRETE PILE FOUNDATION CS -1 ARCHITECTURAL CROSS SECTION 1 (specify) RESIDENT'S LEVEL 7 8" PRECAST FLOOR PLANK Ordering Information vithout notification educts) Ponnle Mounted Luminaire) �INOVARAnfIS p� Pagel Specifications are subject to change I C����I�II�PO�G—IYIQI��IGU_�uIII�II��CQ(�UY�N'l—� HesSAmerica ) Products ) Lighting P http:I'j`www.hessamerica.com/Prot NG FIXTURE SPECIFICATION 8" PRECAST ROOF PLANK W/2" STRUCTURAL TOPPING ALL EXTERIOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ETC. SHALL BE PROPERLY SCREENED / PAINTED PER COLLIER LDC REQUIRMENTS 8" PRECAST ROOF PLANK W/2" STRUCTURAL TOPPING _ PRECAST CORNICE PRIVATE FUNCTION ELEVATOR LOBBY ROOM LEVEL 9 EL_16 GA METAL FRAME W/ I W/L & STUCCO BELOW CANT. TOP OF MECH SHIELD WALL BEYONI HOTEL FITNESS ROOM COVERED DROP-OFF ELEVATOR LOBBY LEVEL 8 ELEVATOR LOBBY LEVEL 7 ELEVATOR LOBBY LEVEL 6 ELEVATOR LOBBY LEVEL 5 ELEVATOR LOBBY LEVEL 4 ELEVATOR LOBBY LEVEL 3 ELEVATOR LOBBY LEVEL 2 PRECAST LINTELS OVER CMU OPENINGS WHERE DEPICTED ELEVATOR LOBBY LEVEL 1 ELEVATOR PIT__ W/LADDER & SUMP ELEVATOR MACHINE ROOM 60" HIGH 8X CMU PRECAST PARAPET CORNICE 124'-2" _ EVATOR MACHINE ROOM (ACTUAL H ROOF DECK (ZONED BUI TYPICAL 8" PLANK OVERHANG_ W/4" RIM BEAM WHERE SHOWN - Ln 8" PRECAST FLOOR PLANK o _8X16 CONC. COLS. W/2" STRUCTURAL TOPPING ",Ili11111 ; -, 00 O � r WHERE DEPICTED Z V N Z i i z J D i OO V p p ALL TIE & SPAN BEAMS PER V V STRUCTURAL ENGINEER SPEC. Z) INTERSTITIAL MECHANICAL SPACE tD i io N V F— iD E STUCCO 8" PRECAST FLOOR PLANK N TRIM RESIDENT'S LEVEL 8 d V PORTO COCHERE _v RIVEN CONCRETE PILE FOUNDATION CS -1 ARCHITECTURAL CROSS SECTION 1 co RESIDENT'S LEVEL 7 8" PRECAST FLOOR PLANK j 0 ° c T �. F W 6'ECAST N SE TRIM T IF ai C' V RESIDENT'S LEVEL 6 ALL EXTERIOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ETC. SHALL BE PROPERLY SCREENED / PAINTED PER COLLIER LDC REQUIRMENTS 8" PRECAST ROOF PLANK W/2" STRUCTURAL TOPPING _ PRECAST CORNICE PRIVATE FUNCTION ELEVATOR LOBBY ROOM LEVEL 9 EL_16 GA METAL FRAME W/ I W/L & STUCCO BELOW CANT. TOP OF MECH SHIELD WALL BEYONI HOTEL FITNESS ROOM COVERED DROP-OFF ELEVATOR LOBBY LEVEL 8 ELEVATOR LOBBY LEVEL 7 ELEVATOR LOBBY LEVEL 6 ELEVATOR LOBBY LEVEL 5 ELEVATOR LOBBY LEVEL 4 ELEVATOR LOBBY LEVEL 3 ELEVATOR LOBBY LEVEL 2 PRECAST LINTELS OVER CMU OPENINGS WHERE DEPICTED ELEVATOR LOBBY LEVEL 1 ELEVATOR PIT__ W/LADDER & SUMP ELEVATOR MACHINE ROOM 60" HIGH 8X CMU PRECAST PARAPET CORNICE 124'-2" _ EVATOR MACHINE ROOM (ACTUAL H ROOF DECK (ZONED BUI TYPICAL 8" PLANK OVERHANG_ W/4" RIM BEAM WHERE SHOWN - Ln LU _8X16 CONC. COLS. - 7 Q W_ ",Ili11111 ; -, 00 O � r WHERE DEPICTED M V N Z i H z z J J i OO V RESTAURANT & BUSINESS LEVEL 1 p 24"D POOL y G Q T V FLOOR SLAB V INTERSTITIAL MECHANICAL SPACE tD ZD io N � . c 2 � m ��o F— Q 8" PRECAST FLOOR PLANK W/2" STRUCTURAL TOPPING RESIDENT'S LEVEL 8 d V CONCRETE GRADE BEAM & _v RIVEN CONCRETE PILE FOUNDATION CS -1 ARCHITECTURAL CROSS SECTION 1 PER STRUCTURAL ENGINEER SPEC. RESIDENT'S LEVEL 7 8" PRECAST FLOOR PLANK j 0 ° c T �. W/2" STRUCTURAL TOPPING W N O <. ai C' o on '� v RESIDENT'S LEVEL 6 8" PRECAST FLOOR PLANK W/2" STRUCTURAL TOPPING � n c U — M M Ao A o c x a E u I' c RESIDENT'S LEVEL 5 8" PRECAST FLOOR PLANK LL. W/2" STRUCTURAL TOPPING 0 1. a y RESIDENT'S LEVEL 4 8" PRECAST FLOOR PLANK Ln LU W/2" STRUCTURAL TOPPING ` - 7 Q W_ ",Ili11111 ; -, 00 O � r M V N Z i H z z J J i OO V RESTAURANT & BUSINESS LEVEL 1 p _ D6" CONCRETE V y G Q T V FLOOR SLAB V U tD ZD io N � . c 2 � m ��o F— Q \ O d V CONCRETE GRADE BEAM & _v RIVEN CONCRETE PILE FOUNDATION CS -1 ARCHITECTURAL CROSS SECTION 1 PER STRUCTURAL ENGINEER SPEC. A-3 / SCALE: 1/8' = V-0" j 0 ° c T �. EXTERIOR BALCONY EXTERIOR BALCONY EXTERIOR BALCONY EXTERIOR BALCONY EXTERIOR BALCONY EXTERIOR BALCONY I 9TH F.F. Y 0 M INTERSTITIAL F.F 84'-10" 8TH F.F. 73'-2" 7TH F.F. 6TH F.F. -1 49'-10" 5TH F.F. I 14'-10" .. 2ND F.F. v z LU J I- 0'-0" 1 ST F.F. U un ..J Q F— W _Z F— V Mj W F— t/� O_ V W vn O IX V W J V Ln LU - 7 Q W_ ",Ili11111 ; -, 00 O � r M V N O �° ���Q� y Z N � Q = u V b0 •� � 0 � Zp y G Q T 0O O > -j LL (V by O W 3 J N � . c 2 � m ��o F— Q \ O d V 0 O _v @V j 0 ° c T �. �- W N O ai C' o on '� v mt wilo � n c U — M M Ao A o c x a E u I' c _ o - o W LL. � c = 0 9a�=£ y E c oa u� E,L a u o Z -� a:N-aa W a`o'� Zaa „• -0 o w�A a � C O a C O.L. Q CJ c c 0 4. Z � p a, 3 N a G O 4:1 E a �- iv �T,w7w O W = a v p r t CC O m V V ca a- Q L"" __0 _`_ un ..J Q F— W _Z F— V Mj W F— t/� O_ V W vn O IX V W J V Ln LU CL d. o O to W d. Q 0 Zp W 0O O > -j LL N J I" F— Q \ tl1 0 O W @V Z �- W N ?_J ai mt W/ � od M un ..J Q F— W _Z F— V Mj W F— t/� O_ V W vn O IX V W J V SHEET A-3 15 OF 15 0 N I" \ N ai mt M o L Zaa D a .> N CZ oc CC O O V V ca Q 3 Q - - �o iv 7 _ M Q O Z li zea M o ^ SHEET A-3 15 OF 15 �.� ji Z 0 CD V N D6 LA m z 00 m H : 00 0 OC 0 u� F� 0 Z PEDESTRIAN BRIDGE EL 35'-6" 2ND/3RD LEVEL 40' SCALE: 1" = 20'-0" +471-011 0 G co G G G G G �G G Q � +35'-6" .o .o 40' SCALE: 1" = 20'-0" SHEET PG -2 2OF6 Z 0 �mU J Z 0 u 0 us �m 0 z FC) N QWm J <o O a_. Vz� Zoo J LL .j N 7 CL Q D vi O ly V lie Q�� 00 _W U -' O) Z __ Q SHEET PG -2 2OF6 Z 0 �mU J Z 0 u 0 us �m 0 z N O .j N vi L/i lie De 00 __ QQ -oma rz 0 N N O Z e- NM SHEET PG -2 2OF6 Z 0 �mU J Z 0 u 0 us �m 0 z 62'-0" 52'-0' �- - J 0 - +57'-6"/68'-0" 0 5� ry Z �J 5� L L6 — r +47'-0"/57'-6" .o 10-0' 104'-0' 10'-0' 4TH/5TH/ROOF LEVEL ROOF LEVEL FACE OF WALL, WHERE APPLICABLE CURB, WHERE APPLI CONTINUE STRIPING WHERE APPLICABLE WITH 4" WIDE CENTER STRIPE BETWEEN BAYS 900 STRIPING DETAIL INTERNATIONAL SYMBOL OF- ACCESSIBILTY PAINTED WHITE TYPICAL 4" WIDE WHITE PAINT STRIPE AT 45', TYPICAL 4" WIDE WHITE PAINT_ STRIPE, TYPICAL 4" WIDE BLUE PAINT STRIPE, TYPICAL 4" WIDE WHITE PAINT STRIPE, TYPICAL 900 ACCESSIBLE STRIPING DETAIL m SCALE: 1" = 20'-0" W v -il't o Q T- Q W J V < 0 (, Z F 0 Z7 > Zoo J LL ce <Q Z Imm C) (Ol w Z Q SHEET PG -3 3 OF 6 0 Z �- - J 0 - W v -il't o Q T- Q W J V < 0 (, Z F 0 Z7 > Zoo J LL ce <Q Z Imm C) (Ol w Z Q SHEET PG -3 3 OF 6 0 Z ROOF LEVEL EL. 68'-0" 5TH LEVEL EL. 57'-6" 4TH LEVEL EL. 47'-0" 3RD LEVEL EL. 35'-6" 2ND LEVEL EL. 25'-0" GROUND LEVEL EL. 8'-0" FCC) F -- Q W ..J W I -- too) W Z W V V CL W O SHEET PG -4 4OF6 0 wo �m 0 Z V^ L7 d - Q o M � ZO C", CO I.n p N O z cy- Z Q � J LL M N LL c o @ Cl— Q N L Q � Q)O 7 Ln d Z u Q O rnw M N ami V 6wQ� W� m um J LL- V V 00 0CLC Q Z VI W� O N o ♦p n �k O C:) N \ 0 <u V—� s O� � os N � � Q N M �a �o m w v v FCC) F -- Q W ..J W I -- too) W Z W V V CL W O SHEET PG -4 4OF6 0 wo �m 0 Z Lu L7 d - Q o Ce W M Q Q C O z cy- Z � � J LL O Cl— Q O �U Q J c� w U J Z u Q FCC) F -- Q W ..J W I -- too) W Z W V V CL W O SHEET PG -4 4OF6 0 wo �m 0 Z N O Cie V V Q Q N \ O N M FCC) F -- Q W ..J W I -- too) W Z W V V CL W O SHEET PG -4 4OF6 0 wo �m 0 Z ROOF LEVEL EL. 68'-0" 5TH LEVEL EL. 57'-6" 4TH LEVEL EL. 47'-0" 3RD LEVEL EL. 35'-6" 2ND LEVEL II-. &.v v GROUND LEVEL EL. 8'-0" ROOF LEVEL EL. 68'-0" 5TH LEVEL EL. 57'-6" 4TH LEVEL EL. 47'-0" 3RD LEVEL EL. 35'-6" 2ND LEVEL GROUND LEVEL EL. 8'-0" 35'-0" -V 180'-0" 35'-0" 35'-0" EAST SECTIONAL ELEVATION THRU FLAT BAY 35'-0" EAST SECTIONAL ELEVATION THRU RAMP_ 2 ------- ROOF LEVEL EL. 68'-0" 5TH LEVEL EL. 57'-6" 4TH LEVEL EL. 47'-0" 3RD LEVEL EL. 35'-6" 2ND LEVEL EL. 25'-0" GROUND LEVEL EL. 8'-0" t7 s%3(1-1 W � o �(/) :; QW� ��Q ¢0 uz7v OTC) 0 >u- �m� > z Q :D e U Qce —J cn w J � J V Z O Q SHEET co = _ 0) cru cn Z W �J z 0 V N a E o Z = o Ln �m 0 m� 000 0 u. PG=5 �= 0 50F6 Z V" M t0 � '-- Z N M Ln N - O� ¢ ¢ ` M N c O t Q _ � CO O� 7 ¢ O Lr) N en M N w 0 � ¢moi U mi LL c) rn M J LL C 0 Q Z W�� O o � o V) 4 ¢ V V—� s o OQ:�MN C O N t bt ¢ Ate: Q pp M w. v W � o �(/) :; QW� ��Q ¢0 uz7v OTC) 0 >u- �m� > z Q :D e U Qce —J cn w J � J V Z O Q SHEET co = _ 0) cru cn Z W �J z 0 V N a E o Z = o Ln �m 0 m� 000 0 u. PG=5 �= 0 50F6 Z ROOF LEVEL EL. 681-011 ,- 5TH LEVEL IWO EL. 571-611 f 7 7777 JLL �1 i 4TH LEVEL _ � k EL. 47 -011 El{ 3RD LEVEL . EL. 351-611 11 l' , 2ND LEVEL EL. 251-011 2 ,EAST ELEVATION SOUTH ELEVATION ROOF LEVEL EL. 68'-011 5TH LEVEL EL. 571-611 4TH LEVEL EL. 471-011 3RD LEVEL EL. 35'-611 2ND LEVEL EL. 251-011 GROUND LEVEL EL. 81-011 GROUND LEVEL EL. 81-011 NORTH ELEVATION O SHEET z C V ce N_ Z Q W V v - GG F -- W O 0 N cl N m d- F— cv � m m F�- O � Z CI_ SHEET 000 PG -6 6OF6 V� 0 -1- M o, Z N � M O Lf) (N _ Q Q M N O N N Q � Ln 7 U � Z 0 Q M N w 0 ¢moi V L0 M 66 -1 Q o� z rr^^ VJ W N N o C) N n O N cY] . oo V V—� c� p O 0 e� � N L O J w QO M w V SHEET z C V ce N_ Z Q W V v - GG F -- W O 0 N cl N m d- F— cv � m m F�- O � Z CI_ SHEET 000 PG -6 6OF6 W 0 -1- is ce QWm �Qo oz�� �z� 1 V— ^ > 7 Q JL/,w J J U � Z 0 Q SHEET z C V ce N_ Z Q W V v - GG F -- W O 0 N cl N m d- F— cv � m m F�- O � Z CI_ SHEET 000 PG -6 6OF6 av is O .j LAL/i C0 V V Q Q � N N z N cY] SHEET z C V ce N_ Z Q W V v - GG F -- W O 0 N cl N m d- F— cv � m m F�- O � Z CI_ SHEET 000 PG -6 6OF6 POINT OF COMMENCEMENT (LEGAL DESCRIPTION - PREPARED BY CEC) POINT OF BEGINNING FOR PARCEL NO.1, PARCEL NO.1. LESS AND EXCEPT, PARCEL NO. 2 AND TAKING BY FDOT AS RECORDED IN O.R. BOOK 2364, PAGE 1444 NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, \ COLLIER COUNTY, FLORIDA. - - - - - - - - - - - - - - - - - - - - - - - - - - - - N89 °38'10"E 378.50'(D) \ I N89039'10"E 378.50'(D) \ \ o U I N89035'32"E 378.50'(C) \\\ N N I _ co co F \ W W I \ TRAFFIC \ = = \ SIGNAL ----------------- i U 00 00 loo 1 (o (O POINT OF BEGINNING (PREPARED BY CEC) I �: 3: TRUE POINT OF BEGINNING 1 O p ELECTRIC PARCEL NO. 1 { c`tv o LXX - LINE TABLE LINE BEARING DISTANCE Ll (D) S00°28'15"E 2.70' L1(S) N00°16'52"W 2.70' L2(D) S00°33'46"E 25.05' L2(S) S00037'24"E 25.05' L3(D) N16°19'23"E 33.36' L3(S) N16°15'47"E 33.36' L4(D) N89°27'47"E 50.00' L4(S) N89°28'07"E 49.90' L5(D) S16°19'23"W 33.36' L5(S) S16°15'47"W 33.36' CURB INLET RIM ELEVATION = 3.16 INVERT NORTH = -1.50 (PIPE SIZE UNKNOWN) DAVIS BOULEVARD (S-858) 100' RIGHT OF WAY POINT OF BEGINNING CONCRETE LIGHT GASVALVE POLE (TYP.) UNDERGROUND \ \ \ N O I 124°58'37" LIGHT H �- e- ARCEL NO. 2 B SIGN PRO (TYP.) I ER IT SIGN ANDHOLE P US STOP PANE MA' SPEED �.. f .._. i 84 EAST I O O ^ ti�IM \ { PER RIGHT OF WAY MAP / . ' sl I _ \ o ' _ - \ o o -- -- � �-- y --� � �� 5.7't CONCRETE SIDEWALK N89°28'07" 286.07'0) o \ \cn cn I 1 ; ; N89°27'47" 0.0 ' - -__- 6- ,^ oy b• EVACUATION Jb, °7'47"E 235BRICK (S) N89 .80'(D)yPAVER 90i'V45"E 83 (D. 67.43 N89°27 47 E 117.33 (C) 8ab7"E 236.17'0 89028'07"E .69, CoEVACUAONN89°28 07E 117.33 (S) ROAD WORK TRAVEL y1^ ExlsTl y ROUTE SIGN SIGN INFO SIGN po 1" ASPHALT \\ ✓0�.\\ ^ co PARKING o? y. \\ \ UI '1 .• \ --v . I or p1°' PA CEL N O . 1 p9� GENERAL NOTES \ \\ -- b� 4g•86 (O.R. BOOK 5143, PAGE 1000) 0.75' yy^ \ °ti 0.70' 1.20' 0 0 \ \ I ;' y 00 o EXISTING 1. 0 =SET 5/8" IRON PIN AND CAP STAMPED CEC LB 2464. \ \ \\ �I ;` p�° 30.10' 29 65' 7.45' N ASPHALT 2. ,�i = SET PK NAIL AND DISC STAMPED CEC LB 2464. \\ o PARKING 3. = FOUND 5/8" IRON PIN AND CAP STAMPED LB 6896. \ \\ �� A CONCRETE '? N � 6.05' ®6�®y 4. DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE AE ELEVATION 7 \\ rO (Z -q POWER POLE ch 1705 TAMIAMI TRAIL EAST 06 \ \\ FS �C (TYP.) ONE STORY Q -� �` EXISTING AND 8, PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C \ B S �` p� ( ) p y �.. h6 \ \ O '9 � b• COMMERCIAL � � -' y y a y ASPHALT \ �O O N 14.85' 15.10' (p ti^ yh 0393H AND 0394H DATED MAY 16, 2012. \ \ O O �,, h ° PARKING \ \ \ B ,� 2y F r ® STRUCTURE o ^� 5. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT \ \ \ oo qRo 79 -i'� a� \ �� o ' o THE DATE OF SIGNATURE. \ \ \ \ \?7�6 A7�S AqC ACJ ry N rn O o �i _ ) � 6. TITLE COMMITMENT BEARING FILE NO. 11664-0005, SUPPLIED BY FIRST F �' 1.45' 16.00' \ \ � ,yG, 45.80' AMERICAN TITLE TITLE INSURANCE COMPANY WITH AN EFFECTIVE \ \ �7AS 7v8 0,35' " PARCEL NO. 2 DATE OF NOVEMBER 24, 2015 ("COMMITMENT"), WAS REVIEWED BY THE \ \ \\ \ J S y°fro^ 0.55' °N °N (O.R. BOOK 5142, PAGE 547) UNDERSIGNED SUR"rYOR. \ INSD (o co ° EXISTING � `_ ASPHALT 6^ \ \ \ yo 2 Z ^ \ \ \cs PARKING 6ry \ \ \ \ 6°3 Cct ,2S .r 1807 TAMIAMI TRAIL EAST do LEGAL DESCRIPTION \ ,S 8 p (VACANT) PARCEL NO. 1: (O.R. BOOK 5143, PAGE 1000) \ \ \ \ \ Z?,, 70a", \\ %J \ FPL TRANSFORMERS � \ \ J,BEGINNING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, IN \ \ \ \ 20730, 00\ PEDESTANTELE!?HONE \ 06 APPROXIMATE LOCATION OF \ \ 0 % ,� T' 10' WIDE FPL EASEMENT �¢P.) THE COUNTY OF COLLIER, STATE OF FLORIDA; THENCE N 89'38'10" EAST 378.50 FEET TO A POINT; \ \ \ \ cj IN. 1%.� � \ \ (O.R. BOOK 776, PAGE 997) y�(»7` y�o � FC THENCE S 1'24'36" WEST, 60.89 FEET TO A 2" O; PIPE MARKER IN THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD (STATE ROAD #858), WHICH IS THE TRUE POINT OF BEGINNING. THENCE \ \ W Eli \ rn cn cn 000 ALONG SAID R.O.W. LINE OF DAVIS BOULEVARD N 89°27'47" EAST, 50.00 FEET TO A 2" O; PIPE MARKER; THENCE S 16°22'17" WEST, 193.56 FEET TO A 2" O; PIPE MARKER IN THE NORTHERLY RIGHT OF WAY LINE OF TAMPA -MIAMI TRAIL (U.S. HWY #41 & S.R. #90); THENCE ALONG SAID R.O.W. LINE OF TAMIAMI TRAIL N 56°31'58" WEST 200.00 FEET TO A 2" O; PIPE MARKER; THENCE ALONG AN ARC HAVING A LENGTH OF 102.27 FEET, RADIUS 40 FEET, TRIANGLE 146°29'37" AND A CHORD 76.60 FEET IN LENGTH -BEARING N 16°12'58" EAST TO A 2" O; PIPE MARKER IN THE ABOVE NOTED SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD; THENCE ALONG SAID RIGHT OF WAY LINE OF DAVIS BOULEVARD N 89°27'47" EAST, 150.00 FEET TO THE TRUE POINT OF BEGINNING. LESS AND EXCEPT THAT PART TAKEN BY STATE OF FLORIDA FOR ROAD RIGHT OF WAY PURPOSES BY ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 2119, PAGE 2148, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 11; THENCE ALONG THE WESTERLY BOUNDARY OF SAID SECTION 11, SOUTH 00026'09" EAST 63.28 FEET TO THE SURVEY BASE LINE OF STATE ROAD 90 (U.S. 41) TAMIAMI TRAIL AND THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG SAID SURVEY BASE LINE, THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 11,459.16 FEET, A CENTRAL ANGLE OF 02°07'42.4", AN ARC LENGTH OF 425.69 FEET, THE CHORD FOR WHICH BEARS SOUTH 56°59'32" EAST TO THE END OF SAID CURVE; THENCE NORTH 16°19'23" EAST, 52.49 FEET TO THE NORTHERLY EXISTING RIGHT OF WAY LINE OF SAID STATE ROAD 90 (PER SECTION 03010-2116) AND THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY FOR A POINT OF BEGINNING; THENCE ALONG SAID NORTHERLY EXISTING RIGHT OF WAY LINE, THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 11,509.16 FEET, A CENTRAL ANGLE OF 01 °00'08.3", AN ARC LENGTH OF 201.34 FEET, THE CHORD FOR WHICH BEARS NORTH 56°30'31" WEST TO THE END OF SAID CURVE AND THE BEGINNING OF A CURVE CONCAVE EASTERLY; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 146°32'21", AN ARC LENGTH OF 102.30 FEET, THE CHORD FOR WHICH BEARS NORTH 16°15'35" EAST TO THE SOUTHERLY EXISTING RIGHT OF WAY LINE OF STATE ROAD 84, DAVIS BOULEVARD (PER SECTION 03530-2605) AND THE END OF SAID CURVE; THENCE ALONG SAID SOUTHERLY EXISTING RIGHT OF WAY LINE OF STATE ROAD 84, NORTH 89°31'45" EAST, 83.69 FEET; THENCE SOUTH 00°28'15" EAST, 2.70 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY; THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 40.30 FEET, A CENTRAL ANGLE OF 140°03'13", AN ARC LENGTH OF 98.51 FEET, THE CHORD FOR WHICH BEARS SOUTH 19°12'16" WEST TO THE END OF SAID CURVE; THENCE SOUTH 50°49'20" EAST, 125.18 FEET THENCE SOUTH 16°19'23" WEST, 33.36 FEET TO THE POINT OF BEGINNING CONTAINING 0.34 ACRES MORE OR LESS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD LEGAL DESCRIPTION PARCEL NO. 2: (O.R. BOOK 5142, PAGE 547) BEGINNING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 89°39'10" EAST 378.50 FEET TO A POINT; THENCE RUN SOUTH 1°24'36" WEST 60.89 FEET TO A POINT IN THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 858; THENCE RUN ALONG THE RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. 858, NORTH 89°27'47" EAST 50 FEET TO A PIPE MARKER, BEING THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. 858, 235.80 FEET TO A POINT MARKED WITH AN IRON PIN; THENCE RUN SOUTH 00°33'27" EAST 393.04 FEET TO A POINT ON THE NORTH LINE OF U.S. ROUTE NO. 41; THENCE RUN NORTHWESTERLY ALONG THE NORTHERLY LINE OF U.S. ROUTE NO. 41 TO A PIPE MARKER ON THE SAID NORTHERLY RIGHT-OF-WAY LINE OF U.S. NO. 41; THENCE RUN NORTH 16°23'41" EAST A DISTANCE OF 193.59 FEET TO THE POINT OR PLACE OF BEGINNING. SAID PROPERTY BEING BOUNDED ON THE WEST BY PROPERTY DESCRIBED IN A DEED DATED AUGUST 19, 1963 FROM CHARLES ANTONOPOULOS TO CITIES SERVICE OIL COMPANY, RECORDED IN O.R. BOOK 148, PAGE 471, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. IDS TAKEN BY THE STATE OF FLORIDA DEPARTMENT OF LESS AND EXCEPT THE Li ;CRIBED IN ORDER OF TAKING RECORDED IN O.R. BOOK 2364, PAGE 1444, TRANSPORTATION AS DE' ')F COLLIER COUNTY, FLORIDA. OF THE PUBLIC RECORDS'ORE OR LESS, CONTAINING 1.64 ACRES , SND RESTRICTIONS OF RECORD S'dB�EC�i0EA5����T LEGEND (D) - PARCEL 1/PARCEL 2 DESCRIPTION DATA (S) - SURVEY C.E.C. DESCRIPTION DATA (C) - CALCULATED DATA (TYP.) - TYPICAL O.R. = OFFICIAL RECORD L&E = LESS AND EXCEPT = COMMITMENT SCHEDULE B SECTION 2 EXCEPTIONS METE ( P.) ~o O F \11N /`" O ^ ,/ u, W O IN, ` m m m �9, w w m 0000 w \ eoo R �p Fm, Z rn \ \ \ / 0) co \ eo 'r� F( \ S m cn o 90 \ \ cV \ 's A4 c O ^ti y , \ \ ^ \ C \ S ° CURB INLET y�y \ \ Z Z ac RIM ELEVATION = 4.44 pp 18" RCP INVERT EXISTING / POINT OF BEGINNING \\ \\ S J \F b�SOUTHWEST=0.39 sem, y� PARKING41ao PARCEL NO. 1 LESS AND EXCEPT \ \ \ \ \ 00, �,/ <o\,yc\ (oR a' A qC4� p90 ss s�° yip `f AND TAKING BY FDOT AS RECORDED IN \ \ \ \ ��j �/� 04,\° oF��°S o^S 5�ti O.R. BOOK 2364, PAGE 1444 CIA EXISTIN3 CON RETE \S ASPHALT A ON \ y l .... �s �ti0\9\�\�9 PARKINS TRIO SOUTHERN HOLDINGS LLC PARCEL LEGAL DESCRIPTION (PREPARED BY C.E.C.) \ \ 15' WIDE \ PIPELINE EASEMENT\ a A PARCEL OF LAND LYING IN SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, \ \ \ (O.R BOOK 1432, PAGE 1111) \ \ �\ s's ANCHOR b FLORIDA, BEING DESCRIBED AS FOLLOWS: \ \\ \ \ AN COMMENCING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, \ \\ \ \ \ �\\ COLLIER COUNTY, FLORIDA, RUN N89°35'32"E ALONG THE NORTH LINE OF SAID SECTION 11 FORA \ \ \ \ \\y DISTANCE OF 378.50 FEET; THENCE LEAVING SAID LINE S01 °20'58"W 60.89 FEET TO AN FOUND IRON PIN IS INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD AND THE POINT \ \ 1.08' NORTH OF COMPUTED OF BEGINNING; \ \\ \ \ \ a h 1 RIGHT OF WAY LINE THENCE ALONG SAID RIGHT OF WAY LINE N89° 28' 07"E 286.07 FEET TO THE NORTHEAST CORNER\ \ \ - °� \ \ `� WOOD OF THOSE LANDS RECORDED IN OFFICIAL RECORDS BOOK 5142, PAGE 567 OF THE PUBLIC POWER POLE RECORDS OF COLLIER COUNTY, FLORIDA.THENCE ALONG THE EAST LINE OF SAID LANDS S00° 37' \ \ I 24"E 368.61 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF TAMIAMI \ \\ \ TRAIL EAST (U.S. 41); \\ N, \ THENCE ALONG SAID RIGHT OF WAY LINE N54° 33'33"W 240.10 FEET;THENC:E N50° 52'18"W 115.47 \ \\ FEET;THENCE N50° 53'34"W 125.17 FEET TO A POINT OF CURVATURE;THENCE 98.51 FEET ALONG \\ \ THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 40.30 FEET, A CENTRAL ANGLE OF \ \\ U 140003'17" AND A CHORD DISTANCE OF 75.75 FEET, BEARING N19° 08'04"E TO A POINT OF NON -TANGENCY; \\ \ I THENCE N00° 16'52"W 2.70 FEET TO SAID SOUTHERLY RIGHT OF WAY LINE OF DAVIS \ \\ I BOULEVARD;THENCE ALONG SAID RIGHT OF WAY LINE N89° 28'07"E 67.43 FEET TO THE POINT OF \\ BEGINNING. \\ I N M THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 86,239 SQUARE FEET OR 1.98 ACRES OF \ \\ o LAND. \\\ Z I BEARINGS BASED ON FLORIDA STATE PLANE GRID SYSTEM, FLORIDA EAST ZONE. THIS SURVEY IS CERTIFIED TO THE FOLLOWING �\ TRIGATE ENTERPRISES LLC, A DELAWARE LIMITED LIABILITY COMPANY DAVTPrAI ENTERPRISES LLC, A DELAWARE LIMITED LIABILITY COMPANY TRIO S''UTHERN HOLDINGS LLC, A FLORIDA LIMITED LIABILITY COMPANY ENDE/. -OR CAPITAL FINANCE, LLC, A MASSACHUSETTS LIMITED LIABILITY COMPANY, ITS SORS AND ASSIGNS SUCCI..AERICAN TITLE INSURANCE COMPANY FIRST PASSIDOMO, P.A. CHEFI` PL 2015 0 0 01 9 2 9 REV W W CXX - CURVE TABLE C7 CURVE RADIUS DELTA LENGTH CHORD BEARING C1(D) 40.30' 140°03'13" 98.51' Q S19°12'16"W C1(S) 40.30' 140°03'17" 98.51' 75.75' S19°08'04"W C2(R) 11459.16' 06°43'56" 1346.44' cn z ~ 0 a 0� C2(S) 11459.16' 06043'56" 1346.44' 1345.67' N57°27'44"W C3(D) 11509.16' 01047'16.6" 359.15' N55°06'49"W C3(S) 11509.16' 01047'16" 359.12' 359.10' N55°10'28"W C4(D) 11509.16' 01'00'08.3" 201.34' S2 N56°30'31 "W C4(S) 11509.16' 01°00'08" 201.32' 201.32' N56'34'1 0"W C5(D) 40.00' 146°29'37" 102.27' 76.60' N16°12'58"E C5(L&E D) 40.00' 146°32'21" 102.30' ~ Q N16°15'35"E C5(S) 40.00' 146°32'21" 102.30' 76.61' N16°11'57"E W C6(D) 11459.16' 02007'42.4" 425.69' S56°59'32"E Q C6(S) 11459.16' 02°07'32" 425.09' 425.07' S57°03'05"E ❑ N zO Q W H 0 ❑ W = U za ~ U U / 30 0 15 30 60 �D v J 0 0 O � SCALE: 1" = 30' CONCRETE LIGHT GASVALVE POLE (TYP.) UNDERGROUND \ \ \ N O I 124°58'37" LIGHT H �- e- ARCEL NO. 2 B SIGN PRO (TYP.) I ER IT SIGN ANDHOLE P US STOP PANE MA' SPEED �.. f .._. i 84 EAST I O O ^ ti�IM \ { PER RIGHT OF WAY MAP / . ' sl I _ \ o ' _ - \ o o -- -- � �-- y --� � �� 5.7't CONCRETE SIDEWALK N89°28'07" 286.07'0) o \ \cn cn I 1 ; ; N89°27'47" 0.0 ' - -__- 6- ,^ oy b• EVACUATION Jb, °7'47"E 235BRICK (S) N89 .80'(D)yPAVER 90i'V45"E 83 (D. 67.43 N89°27 47 E 117.33 (C) 8ab7"E 236.17'0 89028'07"E .69, CoEVACUAONN89°28 07E 117.33 (S) ROAD WORK TRAVEL y1^ ExlsTl y ROUTE SIGN SIGN INFO SIGN po 1" ASPHALT \\ ✓0�.\\ ^ co PARKING o? y. \\ \ UI '1 .• \ --v . I or p1°' PA CEL N O . 1 p9� GENERAL NOTES \ \\ -- b� 4g•86 (O.R. BOOK 5143, PAGE 1000) 0.75' yy^ \ °ti 0.70' 1.20' 0 0 \ \ I ;' y 00 o EXISTING 1. 0 =SET 5/8" IRON PIN AND CAP STAMPED CEC LB 2464. \ \ \\ �I ;` p�° 30.10' 29 65' 7.45' N ASPHALT 2. ,�i = SET PK NAIL AND DISC STAMPED CEC LB 2464. \\ o PARKING 3. = FOUND 5/8" IRON PIN AND CAP STAMPED LB 6896. \ \\ �� A CONCRETE '? N � 6.05' ®6�®y 4. DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE AE ELEVATION 7 \\ rO (Z -q POWER POLE ch 1705 TAMIAMI TRAIL EAST 06 \ \\ FS �C (TYP.) ONE STORY Q -� �` EXISTING AND 8, PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C \ B S �` p� ( ) p y �.. h6 \ \ O '9 � b• COMMERCIAL � � -' y y a y ASPHALT \ �O O N 14.85' 15.10' (p ti^ yh 0393H AND 0394H DATED MAY 16, 2012. \ \ O O �,, h ° PARKING \ \ \ B ,� 2y F r ® STRUCTURE o ^� 5. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT \ \ \ oo qRo 79 -i'� a� \ �� o ' o THE DATE OF SIGNATURE. \ \ \ \ \?7�6 A7�S AqC ACJ ry N rn O o �i _ ) � 6. TITLE COMMITMENT BEARING FILE NO. 11664-0005, SUPPLIED BY FIRST F �' 1.45' 16.00' \ \ � ,yG, 45.80' AMERICAN TITLE TITLE INSURANCE COMPANY WITH AN EFFECTIVE \ \ �7AS 7v8 0,35' " PARCEL NO. 2 DATE OF NOVEMBER 24, 2015 ("COMMITMENT"), WAS REVIEWED BY THE \ \ \\ \ J S y°fro^ 0.55' °N °N (O.R. BOOK 5142, PAGE 547) UNDERSIGNED SUR"rYOR. \ INSD (o co ° EXISTING � `_ ASPHALT 6^ \ \ \ yo 2 Z ^ \ \ \cs PARKING 6ry \ \ \ \ 6°3 Cct ,2S .r 1807 TAMIAMI TRAIL EAST do LEGAL DESCRIPTION \ ,S 8 p (VACANT) PARCEL NO. 1: (O.R. BOOK 5143, PAGE 1000) \ \ \ \ \ Z?,, 70a", \\ %J \ FPL TRANSFORMERS � \ \ J,BEGINNING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, IN \ \ \ \ 20730, 00\ PEDESTANTELE!?HONE \ 06 APPROXIMATE LOCATION OF \ \ 0 % ,� T' 10' WIDE FPL EASEMENT �¢P.) THE COUNTY OF COLLIER, STATE OF FLORIDA; THENCE N 89'38'10" EAST 378.50 FEET TO A POINT; \ \ \ \ cj IN. 1%.� � \ \ (O.R. BOOK 776, PAGE 997) y�(»7` y�o � FC THENCE S 1'24'36" WEST, 60.89 FEET TO A 2" O; PIPE MARKER IN THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD (STATE ROAD #858), WHICH IS THE TRUE POINT OF BEGINNING. THENCE \ \ W Eli \ rn cn cn 000 ALONG SAID R.O.W. LINE OF DAVIS BOULEVARD N 89°27'47" EAST, 50.00 FEET TO A 2" O; PIPE MARKER; THENCE S 16°22'17" WEST, 193.56 FEET TO A 2" O; PIPE MARKER IN THE NORTHERLY RIGHT OF WAY LINE OF TAMPA -MIAMI TRAIL (U.S. HWY #41 & S.R. #90); THENCE ALONG SAID R.O.W. LINE OF TAMIAMI TRAIL N 56°31'58" WEST 200.00 FEET TO A 2" O; PIPE MARKER; THENCE ALONG AN ARC HAVING A LENGTH OF 102.27 FEET, RADIUS 40 FEET, TRIANGLE 146°29'37" AND A CHORD 76.60 FEET IN LENGTH -BEARING N 16°12'58" EAST TO A 2" O; PIPE MARKER IN THE ABOVE NOTED SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD; THENCE ALONG SAID RIGHT OF WAY LINE OF DAVIS BOULEVARD N 89°27'47" EAST, 150.00 FEET TO THE TRUE POINT OF BEGINNING. LESS AND EXCEPT THAT PART TAKEN BY STATE OF FLORIDA FOR ROAD RIGHT OF WAY PURPOSES BY ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 2119, PAGE 2148, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 11; THENCE ALONG THE WESTERLY BOUNDARY OF SAID SECTION 11, SOUTH 00026'09" EAST 63.28 FEET TO THE SURVEY BASE LINE OF STATE ROAD 90 (U.S. 41) TAMIAMI TRAIL AND THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG SAID SURVEY BASE LINE, THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 11,459.16 FEET, A CENTRAL ANGLE OF 02°07'42.4", AN ARC LENGTH OF 425.69 FEET, THE CHORD FOR WHICH BEARS SOUTH 56°59'32" EAST TO THE END OF SAID CURVE; THENCE NORTH 16°19'23" EAST, 52.49 FEET TO THE NORTHERLY EXISTING RIGHT OF WAY LINE OF SAID STATE ROAD 90 (PER SECTION 03010-2116) AND THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY FOR A POINT OF BEGINNING; THENCE ALONG SAID NORTHERLY EXISTING RIGHT OF WAY LINE, THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 11,509.16 FEET, A CENTRAL ANGLE OF 01 °00'08.3", AN ARC LENGTH OF 201.34 FEET, THE CHORD FOR WHICH BEARS NORTH 56°30'31" WEST TO THE END OF SAID CURVE AND THE BEGINNING OF A CURVE CONCAVE EASTERLY; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 146°32'21", AN ARC LENGTH OF 102.30 FEET, THE CHORD FOR WHICH BEARS NORTH 16°15'35" EAST TO THE SOUTHERLY EXISTING RIGHT OF WAY LINE OF STATE ROAD 84, DAVIS BOULEVARD (PER SECTION 03530-2605) AND THE END OF SAID CURVE; THENCE ALONG SAID SOUTHERLY EXISTING RIGHT OF WAY LINE OF STATE ROAD 84, NORTH 89°31'45" EAST, 83.69 FEET; THENCE SOUTH 00°28'15" EAST, 2.70 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY; THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 40.30 FEET, A CENTRAL ANGLE OF 140°03'13", AN ARC LENGTH OF 98.51 FEET, THE CHORD FOR WHICH BEARS SOUTH 19°12'16" WEST TO THE END OF SAID CURVE; THENCE SOUTH 50°49'20" EAST, 125.18 FEET THENCE SOUTH 16°19'23" WEST, 33.36 FEET TO THE POINT OF BEGINNING CONTAINING 0.34 ACRES MORE OR LESS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD LEGAL DESCRIPTION PARCEL NO. 2: (O.R. BOOK 5142, PAGE 547) BEGINNING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 89°39'10" EAST 378.50 FEET TO A POINT; THENCE RUN SOUTH 1°24'36" WEST 60.89 FEET TO A POINT IN THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 858; THENCE RUN ALONG THE RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. 858, NORTH 89°27'47" EAST 50 FEET TO A PIPE MARKER, BEING THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID RIGHT-OF-WAY LINE OF SAID STATE ROAD NO. 858, 235.80 FEET TO A POINT MARKED WITH AN IRON PIN; THENCE RUN SOUTH 00°33'27" EAST 393.04 FEET TO A POINT ON THE NORTH LINE OF U.S. ROUTE NO. 41; THENCE RUN NORTHWESTERLY ALONG THE NORTHERLY LINE OF U.S. ROUTE NO. 41 TO A PIPE MARKER ON THE SAID NORTHERLY RIGHT-OF-WAY LINE OF U.S. NO. 41; THENCE RUN NORTH 16°23'41" EAST A DISTANCE OF 193.59 FEET TO THE POINT OR PLACE OF BEGINNING. SAID PROPERTY BEING BOUNDED ON THE WEST BY PROPERTY DESCRIBED IN A DEED DATED AUGUST 19, 1963 FROM CHARLES ANTONOPOULOS TO CITIES SERVICE OIL COMPANY, RECORDED IN O.R. BOOK 148, PAGE 471, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. IDS TAKEN BY THE STATE OF FLORIDA DEPARTMENT OF LESS AND EXCEPT THE Li ;CRIBED IN ORDER OF TAKING RECORDED IN O.R. BOOK 2364, PAGE 1444, TRANSPORTATION AS DE' ')F COLLIER COUNTY, FLORIDA. OF THE PUBLIC RECORDS'ORE OR LESS, CONTAINING 1.64 ACRES , SND RESTRICTIONS OF RECORD S'dB�EC�i0EA5����T LEGEND (D) - PARCEL 1/PARCEL 2 DESCRIPTION DATA (S) - SURVEY C.E.C. DESCRIPTION DATA (C) - CALCULATED DATA (TYP.) - TYPICAL O.R. = OFFICIAL RECORD L&E = LESS AND EXCEPT = COMMITMENT SCHEDULE B SECTION 2 EXCEPTIONS METE ( P.) ~o O F \11N /`" O ^ ,/ u, W O IN, ` m m m �9, w w m 0000 w \ eoo R �p Fm, Z rn \ \ \ / 0) co \ eo 'r� F( \ S m cn o 90 \ \ cV \ 's A4 c O ^ti y , \ \ ^ \ C \ S ° CURB INLET y�y \ \ Z Z ac RIM ELEVATION = 4.44 pp 18" RCP INVERT EXISTING / POINT OF BEGINNING \\ \\ S J \F b�SOUTHWEST=0.39 sem, y� PARKING41ao PARCEL NO. 1 LESS AND EXCEPT \ \ \ \ \ 00, �,/ <o\,yc\ (oR a' A qC4� p90 ss s�° yip `f AND TAKING BY FDOT AS RECORDED IN \ \ \ \ ��j �/� 04,\° oF��°S o^S 5�ti O.R. BOOK 2364, PAGE 1444 CIA EXISTIN3 CON RETE \S ASPHALT A ON \ y l .... �s �ti0\9\�\�9 PARKINS TRIO SOUTHERN HOLDINGS LLC PARCEL LEGAL DESCRIPTION (PREPARED BY C.E.C.) \ \ 15' WIDE \ PIPELINE EASEMENT\ a A PARCEL OF LAND LYING IN SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, \ \ \ (O.R BOOK 1432, PAGE 1111) \ \ �\ s's ANCHOR b FLORIDA, BEING DESCRIBED AS FOLLOWS: \ \\ \ \ AN COMMENCING AT THE NORTHWEST CORNER OF SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, \ \\ \ \ \ �\\ COLLIER COUNTY, FLORIDA, RUN N89°35'32"E ALONG THE NORTH LINE OF SAID SECTION 11 FORA \ \ \ \ \\y DISTANCE OF 378.50 FEET; THENCE LEAVING SAID LINE S01 °20'58"W 60.89 FEET TO AN FOUND IRON PIN IS INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD AND THE POINT \ \ 1.08' NORTH OF COMPUTED OF BEGINNING; \ \\ \ \ \ a h 1 RIGHT OF WAY LINE THENCE ALONG SAID RIGHT OF WAY LINE N89° 28' 07"E 286.07 FEET TO THE NORTHEAST CORNER\ \ \ - °� \ \ `� WOOD OF THOSE LANDS RECORDED IN OFFICIAL RECORDS BOOK 5142, PAGE 567 OF THE PUBLIC POWER POLE RECORDS OF COLLIER COUNTY, FLORIDA.THENCE ALONG THE EAST LINE OF SAID LANDS S00° 37' \ \ I 24"E 368.61 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF TAMIAMI \ \\ \ TRAIL EAST (U.S. 41); \\ N, \ THENCE ALONG SAID RIGHT OF WAY LINE N54° 33'33"W 240.10 FEET;THENC:E N50° 52'18"W 115.47 \ \\ FEET;THENCE N50° 53'34"W 125.17 FEET TO A POINT OF CURVATURE;THENCE 98.51 FEET ALONG \\ \ THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 40.30 FEET, A CENTRAL ANGLE OF \ \\ U 140003'17" AND A CHORD DISTANCE OF 75.75 FEET, BEARING N19° 08'04"E TO A POINT OF NON -TANGENCY; \\ \ I THENCE N00° 16'52"W 2.70 FEET TO SAID SOUTHERLY RIGHT OF WAY LINE OF DAVIS \ \\ I BOULEVARD;THENCE ALONG SAID RIGHT OF WAY LINE N89° 28'07"E 67.43 FEET TO THE POINT OF \\ BEGINNING. \\ I N M THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 86,239 SQUARE FEET OR 1.98 ACRES OF \ \\ o LAND. \\\ Z I BEARINGS BASED ON FLORIDA STATE PLANE GRID SYSTEM, FLORIDA EAST ZONE. THIS SURVEY IS CERTIFIED TO THE FOLLOWING �\ TRIGATE ENTERPRISES LLC, A DELAWARE LIMITED LIABILITY COMPANY DAVTPrAI ENTERPRISES LLC, A DELAWARE LIMITED LIABILITY COMPANY TRIO S''UTHERN HOLDINGS LLC, A FLORIDA LIMITED LIABILITY COMPANY ENDE/. -OR CAPITAL FINANCE, LLC, A MASSACHUSETTS LIMITED LIABILITY COMPANY, ITS SORS AND ASSIGNS SUCCI..AERICAN TITLE INSURANCE COMPANY FIRST PASSIDOMO, P.A. CHEFI` PL 2015 0 0 01 9 2 9 REV W W m C7 J V z LLQzm o W J Q m Z waw C) U-) 0 Q _O 0 Q IY wzu �-2 - QOZw c� U cn z ~ 0 a 0� ING= AL GINERC�yNSULTANTS, INC. H O - a=¢m Q U) _ = O 0 _LL O U) o Q�WN zOk 0 U) z WZ3- a0- 0 S2 W U - c/) _I Q W Q WUOU 0 Z FILE NO.: 15.283 1-❑ _` wa~Z ~ Q o LLJ in w d00W~ mir2< �� W 0 0 Z 0 0-1 z gm-) v W- Q W 0 U ❑ toLij D ❑ N zO Q W H 0 ❑ W = U za ~ U U / �D v J 0 0 O � mW0F- = W [� aF U W v W Q w W ~ zW� z OU R J 0 m OWWzO U W U O0< z FLy O W~U m Z W CO J ❑❑o< -o aZa0 U 7 o w Q HW LTJ (D0(Dco Lu ZZZ<0 <! IY�11�Z- Wa-WW> W z_ ❑ m m zz¢ coc%)m Z�ZZW 006(310` 0cn O C U� �v_l <o::j N N0) o � C_ p W U ¢° �W OQ� = O W ° OwW D_ U 0 1 Zo U) aco cy)i co CD c') tWC) 00 00 U 0 N II T_ � Lo T_ Lo r - AMC U m C7 T_ V z O z W J Q > w U C) U-) 0 tY U m C7 N L O z W W > w U w 0 tY � 0 Q IY wzu �-2 - QOZw c� U OZOvw z Z V 0� ING= AL GINERC�yNSULTANTS, INC. J O - OJO Z 0 Y 2 N z0 O z Q W > w U w 0 0 U 0 Q IY Z W N f- rn Zz a"W I- W > Z z J w ui :R_ I- O �r wzu �-2 - QOZw c� U OZOvw z Z V 0� ING= AL GINERC�yNSULTANTS, INC. J O - OJO Q U) _ = O _LL O U) V) Ur 0 0 z - NOT I a0- 0 THE ORIGINAL RAISED SEAL OF A FLORIDA J LL - c/) _I SHEET 1 OF 1 0 z 0 DATE OF SIGNATURE: 1-4 VIIC7_A FILE NO.: 15.283 ~ Q z in r W }- Z 0 0-1 W- LL D W H 0 LL =)v) / �D v J 0 0 O � Q w W ~ J 0 Z = c) O0< z w m Z W W_ J J U 1- (D0(Dco Lu ZZZ<0 It M E E 0 0 IY�11�Z- Wa-WW> coc%)m Z�ZZW 006(310` 0cn C U� Zy-Zry0 W W W > Z N N0) o � C_ ->>JZZ �0�WQ W X c� U co OQ� = O W 0 D_ U 0 1 Z f- rn Zz a"W zi U > _..ISI- � Lu o � 0 J w ui :R_ I- O �r wzu �-2 - QOZw c� // COAST OZOvw z Z V �o ING= AL GINERC�yNSULTANTS, INC. U W U 0 O - FLORIDA BU_- 'ESSTION NO. LB 2464 Q U) _ = O _LL O U) RICHARD J. EVVING, VP/' PROFESSIONAL SURVEYOR AND MAPPER � � (.Do FLORIDA CERTIPICl`,TE NO. 5295 - NOT I VALID WITHOUT THE SIGNATURE AND Z THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SHEET 1 OF 1 DATE OF FIELD SURVEY: 12/15/15 DATE OF SIGNATURE: 1-4 VIIC7_A FILE NO.: 15.283 SITE DEVELOPMENT PLAN - PL20150001929 FOR MIXED-USE PROJECT - RESIDENCES I I 10TEL I RETAIL SECTION 11 TOWNSHIP 50 S RANGE 25 E COLLIER COUNTY SITZ--_ PARAMETERS OWNERS SITE DATA 1447 PALMA BLANCA COURT 9130 GALLERIA COURT, #112 SO FEET ACRES PERCENTAGE TOTAL AREA 81,,239 1.98 100% BUILDING AREA 14,402 0.33 16.7% IMPERVIOUS - PARKING GARAGE 30,198 0.69 35.0% IMPERVIOUS - PAVEMENT 9,544 0.22 11.1% IMPERVIOUS - MISC (SIDEWALK, CURBING, ETC) 5,702 0.13 6.6% PERVIOUS 26,393 0.61 30.6% ZONING LEGAL DESCRIPTION - PARCEL ID: 00386880009, 00386840007 SUBJECT PROPERTY: C-4 GT,MI.D-MXD (BAYSHORE GATEWAY TRIANGLE REDEVELOPMENT AREA) ADJACENT PROPERTIES: COMMENCING AT THE NORTHWEST CORNER OF SECTION 11. TOWNSHIP 50 SOUTH, RANGE 25 EAST, NORTH - R.O.W. (DAVIS BLVD) THEN C-4 GTMUD-MXD INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD AND THE POINT SOUTH - R.O.W. (TAMIA.MI TRAIL EAST) THEN CITY OF NAPLES ZONED PD EAST - C-4 GTMUD-MXD OF THOSE LANDS RECORDED IN OFFICIAL RECORDS BOOK 5142, PAGE 567 OF THE PUBLIC WEST - N/A 24"E 368.61 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF TAMIAMI DIMENSIONAL STANDARDS THENCE ALONG SAID RIGHT OF WAY LINE N54°33'33"W 240.10 FEET; THENCE N50°52'18"W 115.47 REQUIRED PROVIDED MIN. LOT WIDTH 100'-0" THENCE N00°16'52"W 2.70 FEET TO SAID SOUTHERLY RIGHT OF WAY LINE OF DAVIS 233'-6" MIN. FLOOR AREA 700 SF PER UNIT 700 SF TO 2,577 SF MIN. LOT DEPTH N/A r� a� N/A MIN. YARD REQUIREMENTS Q� ALL LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE La Ga!i.s. m S iiMs Nom; Low,:;an - NORTH: 6'-6" MIN. - 20'-0" MAX. 11LY' a ti!I3ge Nx ;� SFaFpay cry " 6'-6" SOUTH: 6'-6" MIN. - 20'-0" MAX. Lj.wppd Am .1!1W300 A:4 2 6'-6" EAST: 10'-0" RESIDENTIAL = 12 UNITS PER GROSS ACRES 10'-0" WEST: N/A HOTEL = 1.98 ACRES X 26 UNITS = 52 UNITS ALLOWABLE N/A ZONED MAX. BLDG. HEIGHT 112'-0" PARKING GARAGE 112'-0" ACTUAL BLDG. HEIGHT NIA A/C - 106,884 SF 126'-8" BUILDING SEPARATION 10'-0" NON A/C - 150,990 SF N/A FINISH FLOOR ELEVATION 9.0' NAVD 9.0' NAVD PARKING CALCULATIONS - PER CC LDC 4.02.16 (F)(1) MULTI -FAMILY RESIDENTIAL NINE STORY 2 -BEDROOM = 1.5 /DWELLING UNIT 3 OR MORE BEDROOMS = 2.0 / DWELLING UNIT LODGING (HOTEL) = 1.0/ ROOM GENERAL OFFICE = 1 / 350 SF OF NET FLOOR AREA RETAIL = 1 / 300 SF OF NET FLOOR AREA RESTAURANT = 1 / 150 SF OF NET FLOOR AREA OR 1 / 4 SEATS, WHICHEVER IS GREATER 2 -BEDROOM = 4 UNITS = 6 PARKING SPACES 3 OR MORE BEDROOMS = 20 UNITS = 40 PARKING SPACES LODGING (HOTEL) = 12 ROOMS = 12 PARKING SPACES GENERAL OFFICE = 21237 SF = 6 PARKING SPACES RETAIL = 2,245 SF = 8 PARKING SPACES RESTAURANT = 10,594 SF = 71 PARKING SPACES = 430 SEATS = 108 PARKING SPACES TOTAL = 181 PARKING SPACES REQUIRED REQUIRED PROVIDED TOTAL PARKING SPACES 180 319 REGULAR SPACES 174 282 PRIVATE GARAGE SPACES N/A 28 `'PED SPACES 6 9 � 2 z 9 9 NAPLES, FLORIDA GENERAL INFORMATION OWNERS TRIGATE ENTERPRISES, LLC DAVTAMI ENTERPRISES, LLC 1447 PALMA BLANCA COURT 9130 GALLERIA COURT, #112 NAPLES, FLORIDA 34119 NAPLES, FLORIDA 34109 PROJECT ENGINEER: PROJECT SURVEYOR: PHOENIX ASSOCIATES OF FLORIDA, INC. COASTAL ENGINEERING CONSULTANTS, INC. 13180 LIVINGSTON ROAD, SUITE NO. 204 3106 SOUTH HORSESHOE DRIVE NAPLES, FLORIDA 34109 NAPLES, FLORIDA 34104 (239) 596-9111 (239) 643-2324 AGENT: PROJECT LANDSCAPE ARCHITECT: PHOENIX ASSOCIATES OF FLORIDA, INC. KNAAK DESIGN GROUP 13180 LIVINGSTON ROAD, SUITE NO. 204 8881 TERRENE COURT, SUITE NO. 103 NAPLES, FLORIDA 34109 BONITA SPRINGS, FLORIDA (239) 596-9111 (239) 603-6768 LEGAL DESCRIPTION - PARCEL ID: 00386880009, 00386840007 A PARCEL OF LAND LYING IN SECTION 11, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 11. TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N89°35'32"E ALONG THE NORTH LINE OF SAID SECTION 11 FOR A INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD AND THE POINT OF BEGINNING; THENCE ALONG SAID RIGHT OF WAY LINE N89°28'07"E 286.07 FEET TO THE NORTHEAST CORNER OF THOSE LANDS RECORDED IN OFFICIAL RECORDS BOOK 5142, PAGE 567 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THENCE ALONG THE EAST LINE OF SAID LANDS S00°37' 24"E 368.61 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF TAMIAMI TRAIL EAST (U.S. 41); THENCE ALONG SAID RIGHT OF WAY LINE N54°33'33"W 240.10 FEET; THENCE N50°52'18"W 115.47 FEET; THENCE N50°53'34"W 125.17 FEET TO A POINT OF CURVATURE; THENCE 98.51 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 40.30 FEET, A CENTRAL ANGLE OF 140003'17" AND A CHORD DISTANCE OF 75.75 FEET, BEARING N19°08'04"E TO A POINT OF NON -TANGENCY; THENCE N00°16'52"W 2.70 FEET TO SAID SOUTHERLY RIGHT OF WAY LINE OF DAVIS BOULEVARD; THENCE ALONG SAID RIGHT OF WAY LINE N89°28'07"E 67.43 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 86,239 SQUARE FEET OR 1.98 ACRES OF LAND. BEARINGS BASED ON FLORIDA STATE PLANE GRID SYSTEM, FLORIDA EAST ZONE. VICINITY MAP - LATITUDE 2608'16.3104" LONGITUDE -81046'52.7838" r� a� fa; na8:er52a Q� ALL LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE La Ga!i.s. m S iiMs Nom; Low,:;an - -e"ace 4ae 1 me. gayR=4 - c r.h., Gre+fiw.rd . 11LY' a ti!I3ge Nx ;� SFaFpay cry " ON THESE DRAWINGS. SITE Eords IgA Ave _ K rtvuo! axe 0 Au Lj.wppd Am .1!1W300 A:4 2 uvnndga _ rn a Car ^ Aap/ffoI Co a � a DENSITY - PER CC LDC 2.05.01(A) RESIDENTIAL = 12 UNITS PER GROSS ACRES HOTEL = 26 UNITS PER GROSS ACRES SHEET INDEX SHEET NO. SHEET TITLE PAGE C-1 COVER SHEET 1 of 11 C-2 AERIAL PHOTOGRAPH 2 of 11 SDP -1 SITE DEVELOPMENT PLAN 3 of 11 SDP -1.1 SITE DETAILS 4 of 11 SDP -1.2 SITE DETAILS 5 of 11 SDP -2 WATER MANAGEMENT PLAN WATER MANAGEMENT DETAILS 6 of 11 SDP -2.1 7 of 11 SDP -3 UTILITY PLAN 8 of 11 SDP -3.1 UTILITY DETAILS 9 of 11 SDP -3.2 UTILITY DETAILS 10 of 11 SDP -4 EROSION CONTROL PLAN 11 of 11 O O PL;wI 0 /5-60 0/gam APPROVED NIA REVISIONS DATE REVISION 06/24/2016 PER CC COMMENT LETTER DATED 05/26/2016 07/22/16 PER CC COMMENT LETTER DATED 07/19/2016 GENERAL NOTES 1. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BE REMOVED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 2. THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS, WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD. 3. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM. 4. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS. 5. VEGETATION TO REMAIN SHALL BE PROTECTED WITH APPROVED BARRICADING (DETAIL SHOWN) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETIOti OF CONSTRUCTION. 6. GENERAL CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BEFORE THE START OF CONSTRUCTION. DENSITY - PER CC LDC 2.05.01(A) RESIDENTIAL = 12 UNITS PER GROSS ACRES HOTEL = 26 UNITS PER GROSS ACRES RESIDENTIAL = 1.98 ACRES X 12 UNITS = 24 UNITS ALLOWABLE RESIDENTIAL = 24 UNITS PROVIDED HOTEL = 1.98 ACRES X 26 UNITS = 52 UNITS ALLOWABLE HOTEL = 12 UNITS PROVIDED BUILDING INFORMATION BUILDING #100 PARKING GARAGE TOTAL - 125,543 SF TOTAL - 150,990 SF A/C - 106,884 SF A/C - 0 SF NON A/C - 18,659 SF NON A/C - 150,990 SF TYPE I -B CONST. TYPE I -B CONST. SPRINKLERED SPRINKLERED NINE STORY FIVE STORY ENGINEERING PROJECT REVIEW-a.•G.. RIGHT-OF-WAY PERMIT WATER MANAGEMENT PLAN s tlnl>:RI►s a o PL 2015 0 0 0 1 9 2 9 REV 3 SHEET C-1 1 of 11 t% WN V_ Gj RQZ Q. y o o .y c Z :F jw Q LL. � . o; ��O ENGINEERING PROJECT REVIEW-a.•G.. RIGHT-OF-WAY PERMIT WATER MANAGEMENT PLAN s tlnl>:RI►s a o PL 2015 0 0 0 1 9 2 9 REV 3 SHEET C-1 1 of 11 t% WN V_ RQZ y o o .y c Z :F jw Q LL. � v» ��O Q Z O DEVELOPMENT REVIEW DEPARTMENT ENGINEERING PROJECT REVIEW-a.•G.. RIGHT-OF-WAY PERMIT WATER MANAGEMENT PLAN s tlnl>:RI►s a o PL 2015 0 0 0 1 9 2 9 REV 3 SHEET C-1 1 of 11 y o o .y c Z DEVELOPMENT REVIEW DEPARTMENT THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR SUFFICIENCY WITH COLLIER COUNTY'S LAND DEVELOPMENT CODE, THE ENTITYIENGINEER OF RECORD SIGNING AND cC VO a SEALING THESE PLANS WILL BE ACCOUNTABLE FOR ADEQUACY OF DESIGN OF ALL INFRASTRUCTURE FACILITIES AS EXHIBITED BY THESE DRAWINGS. • • p O O PL;wI 0 /5-60 0/gam APPROVED NIA Z ENGINEERING PROJECT REVIEW-a.•G.. RIGHT-OF-WAY PERMIT WATER MANAGEMENT PLAN s tlnl>:RI►s a o PL 2015 0 0 0 1 9 2 9 REV 3 SHEET C-1 1 of 11 41 i Z �n ri161 rs, t~ t ' i ' S ' < i y ,.. � _ n Jw 56. AM bay 4 NORTH V to ZLO N - M N 0 A N Q T V_ W Q0f < L 16 q M rE N � 0 45 NJ cin 0 0 /06 0 •• Z V) LW r � p 2 tD m T - N Q 1< 0 S m v T WN cn =� z o _ = W co in D Fe .2 � ou Q L ua Gj . l Lo i, '' ! � t n 1111•`' O ; .1 V to ZLO N - M N 0 A N Q T V_ W Q0f < L 16 q M rE N � 0 45 NJ cin 0 0 /06 0 •• Z V) LW r � p 2 tD m T - N Q 1< 0 S m v T SHEET O I C=2 0 200' "100' SCALE: 1 " = 200'-0" 2 of 11 WN cn 19 Q cn in D Fe .2 � ou Q L ua ACLU Q � Z 0 V_ SHEET O I C=2 0 200' "100' SCALE: 1 " = 200'-0" 2 of 11 19 .2 Z OC tC c0 O O O O Z `- SHEET O I C=2 0 200' "100' SCALE: 1 " = 200'-0" 2 of 11 BATH HOUSE SEPARATE PERMIT REQUIRED 000� DAVIS BOULEVARD (SR -84) Ov _.__.._..... O BR '.K � I• CONC. SIDEWALK < PA, EMENT 5) B LARDS O O ti C CO BATH HOUSE BRICK SIDEWALK i� L 1C EPARATE PERMIT (SPECIALTY PAVERS) 0 lJ D O O q��0pRICK -4, 'f ♦ \ REQUIRED BUILDING #1 OO -_ ____ _ ; _ ______;=____ -___= PAVEM NT G O plg1Q yp ♦ 10' WIDEjj 10' WIDE - O p TOTAL- 125,543 SF I ; K A K p A/C - 106,884 SF p \ \ NON A/C - 18,659 SF ci p \ TYPE I -B CONST. r ------------ ---------- :- -CONC- ., .. SPRINKLERED '� �I 18.oa'i, z: oo' ---____= SIDEW LK NINE STORY -------------��--- � _---- ______- p F.F.E. - 9.0' NAVD O py uu- 24 0' LL CONC. SIDEWALK < II , SAS \ \ ONC. O 6 O \ \ \ O ii < PAVEM NT o �-F \ lOB10111\ w 3 F�O'1'2•SFT \`e�'P � �! q !' 25' R O sF�e-sc,� O �Pc F�'tir 10' WIDE \ / CROSSWALK O SIDDEWEW ALK OTYPE 'D' C FINE SIGN (TYP) O /\ L/OF 27'R O O01, 49' R\ a O CAR 5 O'F'/C ' 7 // \ ��!! \ s' \ 3 0 CD ago N O\ ST le CONC AI SIDEWAI SO FOS �o4 iASiPFr O3 ti C'YT F \ --- 7�, \ O 'D BOO pF01 O OpCgSF q� ti '� MFti i3(1 M' (R6-1 R) V CONC. EDGING SURFACE STOP SIGN (R1-1) f -2d" WIDE STOP BAR PER CODE DOUBLE YELLOW LINE STRIPING (2) TRASH ENCLOSURE SEPARATE PERMIT REQUIRED ( 24" WIDE STOP BAR PER CODE & STOP SIGN (R1-1) 10'-0" SIDE SETBACK 24" WIDE STOP BAR PER CODE & STOP SIGN (R1-1) I -PRO " SETBACK PROVIDED 217 LF - RETAINING WALL PROPOSED 24'-0" ACCESS EASEMENT CONC. PAVEMENT TRASH/RECYCLE ENCLOSURE SEPARATE PERMIT REQUIRED ---DOUBLE YELLOW LINE STRIPING RICK V V CONC. EDGING _'. .. \ cL ..'i.- O 0 O '�6 Fty \ 8! \ 2) ENTRANCE SITE LIGHT ETECTA�. / \ Opc ♦ I BLE WARNING SURFACE BUILDING 100 1st FLOOR UNIT NO. SQ. FOOTAGE RETAIL 101 2,245 OFFICE LEC 1,480 FIRE FIRE FIRE ROOM EMERGENCY PUMP COMND CJWGENERATOR 105 ROOM ROOM PUMP ROOM 701 HOTEL ROOM ROOM 711 C FINE SIGN (TYP) O /\ L/OF 27'R O O01, 49' R\ a O CAR 5 O'F'/C ' 7 // \ ��!! \ s' \ 3 0 CD ago N O\ ST le CONC AI SIDEWAI SO FOS �o4 iASiPFr O3 ti C'YT F \ --- 7�, \ O 'D BOO pF01 O OpCgSF q� ti '� MFti i3(1 M' (R6-1 R) V CONC. EDGING SURFACE STOP SIGN (R1-1) f -2d" WIDE STOP BAR PER CODE DOUBLE YELLOW LINE STRIPING (2) TRASH ENCLOSURE SEPARATE PERMIT REQUIRED ( 24" WIDE STOP BAR PER CODE & STOP SIGN (R1-1) 10'-0" SIDE SETBACK 24" WIDE STOP BAR PER CODE & STOP SIGN (R1-1) I -PRO " SETBACK PROVIDED 217 LF - RETAINING WALL PROPOSED 24'-0" ACCESS EASEMENT CONC. PAVEMENT TRASH/RECYCLE ENCLOSURE SEPARATE PERMIT REQUIRED ---DOUBLE YELLOW LINE STRIPING RICK V V CONC. EDGING _'. .. \ cL ..'i.- O 0 O '�6 Fty \ 8! \ 2) ENTRANCE SITE LIGHT ETECTA�. / \ Opc ♦ I BLE WARNING SURFACE BUILDING 100 1st FLOOR UNIT NO. SQ. FOOTAGE RETAIL 101 2,245 OFFICE 102 1,480 RESTAURANT 103 4,017 RESTAURANT 104 1,557 OFFICE 105 757 2ND FLOOR UNIT NO. SQ. FOOTAGE HOTEL ROOM 201 701 HOTEL ROOM 202 711 HOTEL ROOM 203 776 HOTEL ROOM 204 794 HOTEL ROOM 205 1,027 HOTEL ROOM 206 1,025 HOTEL ROOM 207 1,035 HOTEL ROOM 208 1,025 HOTEL ROOM 209 1,027 HOTEL ROOM 210 882 HOTEL ROOM 211 986 HOTEL ROOM 212 701 3rd FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 301 1,646 RESIDENCE 302 1,820 RESIDENCE 303 1,820 RESIDENCE 304 1,646 4th FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 401 2,432 RESIDENCE 402 2,577 RESIDENCE 403 2,577 RESIDENCE 404 2,432 5th FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 501 2,432 RESIDENCE 502 2,577 RESIDENCE 503 2,577 RESIDENCE 504 2,432 6th FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 601 2,432 RESIDENCE 602 2,517 RESIDENCE 603 2,577 RESIDENCE 60.1 2.432 7th FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 701 2,432 RESIDENCE 702 2,577 RESIDENCE 703 2,577 RESIDENCE 704 2,432 Oth FLOOR UNIT NO. SQ. FOOTAGE RESIDENCE 801 2,432 RESIDENCE 802 2,577 RESIDENCE 803 2,577 RESIDENCE 804 2,4>_ 9th FLOOR UNIT NO. SQ. FOOTAGE RESTAURANT 901 5,0 ' CC LDC 10.02.03 B.10 RESIDENTIAL ZONING DISTRICTS WITHIN 2500 FEET NORTH RSF-4 - 1,000' RMF -6 - 1,750' EAST PUD (KELLER ENTRY LEVEL) - 2,200' RMF-6-GTMUD-R - 2,400' SOUTH RMF -6 - 1,000' RSF-3 - 1,300' MH - 2,500' CITY OF NAPLES ZONING PD - 400' WEST CITY OF NAPLES ZONING R1-7.5 SINGLE FAMILY - 1,000' CITY OF NAPLES ZONING R3-12 MULTI FAMILY - 1,000' NORTH ' 1111111 /1, � c! WN 9- `\11111111 <z C\i LLJ Nc~n�o'O= Q u- W 1\\� 11111111`O `: "%% 1 1 1 1111 VM Ncmm g N � 0 q� � 0 cb < In w M_A N 0 N 66 -en J LL. 0z to Z W A � H � VC O ad R O Q L t^ C C CO "•' V SHEET SDPml 0 30' 60' 3of11 SCALE: 1 " = 30'-0" c! WN <z Q u- W J LLJ < 0 z O e -- SHEET SDPml 0 30' 60' 3of11 SCALE: 1 " = 30'-0" c" rrNKir'D[TC WITLI MOM i4r:M II III III III 111 ��� � . CONCRETE PAVEMENT SECTION NOT TO SCALE 6" LIMEROCK BASE LBR 100 MATERIAL 12" STABALIZED BASE BRICK PAVER DETAIL NOT TO SCALE LANDSCAPE KEASE EDGE 1,,. 611 611 11-611 CAST IN PLACE CONC. CURB CONCRETE PAVEMENT n i iii- a �'" R,., `,-, H SUB -BASE 4 — in ni iii i_iii= o o� o Biu—iii o� o _ _ ni iii—iii o� °o� o � Ii iu iii=i Sooeog Ii=iii-i I IE1 I MI I MI III -1.I -11 -TI III=III-III I I I I I—I I FII�iiIT_Illliiillliiil lliiillliiillli�illl 21-011 TYPE 'F' CURB DETAIL NOT TO SCALE 4" REINFORCED CONCRETE SIDEWALK PHALT PAVEMENT AND SUB -BASE ;URB EDGE r TYPE ' D' CURB DETAIL NOT TO SCALE 13'-4" Z J. ELEV, PER APRVD. SDP/DO ■ o • 4" CONC. SLAB - 3000 PSI C? 4 ❑ W/ 6 X 6 X 10/10 WIRE MESH ❑ OR FIBERMESH ADDITIVE ■ • 6 MIL VAPOR BARRIER n • MECH. COMPACTED FILL -FILL CELL SOLID W/ (1) #5 VERTICAL 4'-0" O.C. (TYP.) 8" STUCCO BAND 1'-0" X 1'-0" CONC. FTG. W/ 2 #5 RODS CONT. 1 12'-0" 1 131-411 PLAN VIEW/ FOUNDATION PLAN NTS NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE W)TH CHAPTER 16 OF THE AND iv °Lo°�)A BUILDING CODE FOR DEAD • & PER REQUIREMENTS OF ASCE 7-98. TRASH NOT i0 SCRLE•NCLOSURE E 2" OF 1/4" - 3/8" OPEN GRADED SIONE (AASHTO #8 OR #9) 4" OF 3/4'1- 1 " OPEN GRADED STONE (AASHTO #37) `.VIY1. F% %— I Lv SUBGRADE PERMEABLE PAVER DETAIL NOT TO SCALE fir., ,,• � ��11 f 6" SIDEWALK CURB EDGE NOT TO SCALE 8" U -BLOCK W/ 1 #5 CONT. 1 #5 VERTICAL @ 4'-0" O.C. IN POURED SOLID DOWN CELLS SKIP TROWEL FINISH BOTH o SIDES 25" MIN. LAP STEEL 4" CONC. SLAB 1'-0" X V-0" X CONT W/ 2 #5 BARS PERMEABLE PAVER FILLED W/ 1/4" - 3/8" OPEN GRADED STONE (AASHTO #8 OR #9); FILL 1/2" FROM TOP 12" OF 1-1/2" - 3" OPEN GRADED STONE (AASHTO #1) 4" REINFORCED CONC. SIDEWALK PROVIDE A DRI ROD ON EACH DOOR Oil CTI Ir'!'rl FRONT ELEVATION WIDTH PER PLANS BROOM FINISH SURFACE WITH SCORE LINES AT 4'-0" O.C. AND EXPANSION JOINTS AT 12'-0" O.C., AND WHERE SIDEWALK ABUTS A WALL OR OTHER STRUCTURE 4" THICK CONC. WITH W/ 6 X 6 W1.4 X W1.4 WWF AT CENTER ON 4" LIMEROCK BASE 7 cooAQ:) p 0 oT00 o o �O Q0O Q QO III I—III=III II III I III II II �_ 4" LIMEROCK BASE 4" 14" 1 14" 14" SIDEWALK SECTION SIDEWALK PLANTER EDGE NOT TO SCALE LSTUCCO OVER CBS `_81 8" STUCCO BAND SIDE ELEVATION TYPICAL WALL SECTION NTS NTS NTS NOTE: THE BLOCK STUCCO WALL TO BE PAINTED THE COLOR OF BUILDING. TOE GATE IS ALUMINUM POWDER COATpD SLATS. )NC. SIDEWALK 'ER 8" STUCCO BAND iv LSTUCCO OVER CBS 131-411 REAR ELEVATION NTS o WN SIDE ELEVATION TYPICAL WALL SECTION NTS NTS NTS NOTE: THE BLOCK STUCCO WALL TO BE PAINTED THE COLOR OF BUILDING. TOE GATE IS ALUMINUM POWDER COATpD SLATS. )NC. SIDEWALK 'ER 8" STUCCO BAND iv LSTUCCO OVER CBS 131-411 REAR ELEVATION NTS f`e V 'a 9� a b N ob c1 gob o� N p c1 0 5"� Ln.a m �■ im a 9 o�vUe° 1 66 1w 16 0 oo� Z VWCJC] e ��a Ea h VLin 5�22� A chd O c qe A n 5 0� A v 79 Q �A WN ocli O =�.wcn ca Q= aQ °=z ~aO % , =,, ' ' • `O 1111111 ; '/11111111,` f`e V 'a 9� a b N ob c1 gob o� N p c1 0 5"� Ln.a m �■ im a 9 o�vUe° 1 66 1w 16 0 oo� Z VWCJC] e ��a Ea h VLin 5�22� A chd O c qe A n 5 0� A v 79 Q �A J Q W 0 W Nil SHEET SDP -1.1 4 of 11 WN ceQz ~aO C— <o� Q LL. W_ Q Lf) Z O t� J Q W 0 W Nil SHEET SDP -1.1 4 of 11 Sigr No FTP -21-06 and FTP -22-06 0 EO 9 1.9' 9 1 91 9' 1 2' 3-6" White Chevrons Equally Spaced Per Aisle. Public Sidewalk Sign No FTP -21-06 and FTP -22-06 =-T-0n, 9, 9, - - TYPICAL 18' PARKING SPACE & HANDICAP SPACE NOT TO SCALE 0 F WHITE LETTERS AND SYMBOLS ON BLUE BACKGROUND PARKING BY DISABLED WORDED: "PARKING BY PERMIT DISABLED PERMIT ONLY OVLY $F114E F $250 FiNE SIGN 3-1/2" X 3-1/2" WHITE ALUM. POST W/ SIGNS THRU BOLTED 4.53 s.f. 2.7 s.f, Use of pavement symbol in accessibie parking spaces is optional, when used the symbol shalf be 3' or 5' high and white in cofor. UNIVERSAL SYMBOL OF ACCESSIBILITY HANDICAP SYMBOL NOT TO SCALE 11AIt Tnnl rfl /-'nkITnn1 In IK IT oo IJ III .•••I•a ••••III I_ III : �•�.. I I I- `� -III ••.I �. � �I I I CONCRETE SURROUND AROUND P PE COLUMN _ 0 II 1 1 1 1 1 1 PROVIDE ONE SIGN PER HANDICAP STALL HANDICAP SIGN NOT TO SCALE D 2 3 faia!3saries: Tena" M 1 KM atidlahlF lldl K'AA. Orderm seWmrrromla,' iS kad11dNP NRhS-WRR Sf1119. �dl I aVIA L14a Va Kumb Seder wattage Kong mber0(hslum FEATURES & SPECIFICATIONS iva�90' Tfi,,TAilf ThreeiiW f0uf00 giNage INTENDEDUSE-Ideal ler pA,,-,a,ry sweet ightin, walkwaysand car lou. 19 frekxx(h X7,) wheroftrel bar, RAD CONSTRUCTION-Tm" Pagg(d, dleKast De -ash High Ceramic dnorframrhas impaa m stan(tt•yercd, glassMnsOats fully Basketed with cne piecetuoul-dkone. Highrierfmmana 120 FnhhStandard finish Oddi MnRI DDB)pdy'clnpowderfinsh,e;iJrotherarthilecluralculonarai able. Ships in future anon An lerath OPTICS-Aneduedaluminum-Nas t:ILSk.Dmtoffdis"ibutiom R2(asymmetnrj, R3;arymmetrir), 34 reflectors • • iraward throv;)a�d RSS;sgwre) are in:errhzngeade N>gh-perfmmameano&K segmented aluminum ]DMS 2TOMd pressure rrne(ton RS fail <31oR dislribulu:m SR7lasymmetdd. SR3 (arymrnet�k; and SAM1X ;Icraard throw, sham 205 Soft Square Lighting cutoff;. iNgh-KiformanefeFe INSanadnxvMtDD14 ssfastenersand"mtatabiealdinteKhangeable. 321141 wd•m 70S ha1� 70W1( 2 ELECTRICAL - ialiast: A91 Peswre sodium: 70,1SOW Is high reanaure. high power factor. Constant SR2 IfSlypell 24T (WI Glma9 wattage atrtetransfonner for 200 40DW Metal halide: 70-tiaW is high reactance. high power farot and 06 o'ann iSOM 35044" is standard wih pulsestartgn:ar:ed•nclogy.-Sovwnot required. Corstant wattage aut°transfo•mer IOWA( R3 I[Stypalll asymmetric` K A D for 175-1P�1'I Super (WA ;pulse stdr ballasli, BB'i eRnient and EISA legislabor compXaat, is regd✓ed wattage Willed" WBD. Wall bracket 09 9' am fN meal halide 151-40DW (SCW'A Option) far US shipments only. CSA, NOV N 4N rehired far Pope 175M IDDM*` 1505 liOM.•1C start shiWt"cI outside a the U5. Pulse start baNas: ("A) squired for 2ADW, 32OW, or 350. Be last >� as mmetn(' 347 N4(peAlrf is MCI+wory trsh•d. Spr A otorrs METAL HALIDE: 70 4DOW Socket porcelain, Nurimtal y oriented nedium base sxkel'or70-IS6M.MuguI base sucker for 175Y and EPA: 12 ft.' HIGH PRESSURE SODIUM: 70-400W above, and 70-4305, 41P mpperalloy. ni(Irel-plated s(rer shell and renter(cnUa. Ut listed 1500W, 60010. •WeighC 35.91441162Bk ) 9 2VTO 35' MOUNTING LISTINGS UL Listed jstancardi.(SA(trillted(see OPigss;. CL listed ter 251 ambirnt and svet locations. IP65 rand m armrdan ewth standard RC 529. Length 171/2 (44.5) WARRANT! lyeximdedwaaanry CompletevaramytermslNatedat 1Vilth 171121445) 40/25 7-1•m amt u•an7 n.(,es,unrerRe>_ • it nr and -ordilima Oso. ,h 118 TB' pulse start Nae S 5ca ons w to - .a peri ryes: arge w.:thoarWice. a d -ions av ixtr, �Irnu-) ' X17-172 . °d"unM*«i� vv-�6e1 «n5gareds, a amp a b"os. I1a21 to s) !:::t.;• !.:IIT . s':I:;■► EaslvNs! leg 6rcA rathgun, product using bolded eptiens. 23MY Example: KAD 400M R3 TB SCWA SPD04 LPI RAD D 2 3 faia!3saries: Tena" M 1 KM atidlahlF lldl K'AA. Orderm seWmrrromla,' iS kad11dNP NRhS-WRR Sf1119. "non O.D. one Twa9.180 10finso termBPKlrequired.) 1-3!8• TIO -190 120-280 Ib N11 pxryy0 ace.tdAw h16. Seder wattage I;onganI-beWill SR;Rlad mber0(hslum OistriMmien iva�90' Tfi,,TAilf ThreeiiW f0uf00 giNage Rai{ast MUNrti•g° 19 frekxx(h X7,) wheroftrel bar, RAD Metal halide High Ceramic Standararefleacus Highrierfmmana 120 (blanai Maclutr Ships in future anon An lerath R2 IES type 11 reflectors 04 X"HOCM aressN-,. ]DMS 2TOMd pressure metal 205 ballast TPD- Square pole 321141 wd•m 70S ha1� 70W1( 2 asymmelm SR2 IfSlypell 24T (WI Glma9 RID RcudJule 06 o'ann iSOM 35044" 1005 IOWA( R3 I[Stypalll asymmetric` asymmetn( SR3 IES typefil 277 wattage Willed" WBD. Wall bracket 09 9' am 175M IDDM*` 1505 liOM.•1C R4 IEStppeN >� as mmetn(' 347 N4(peAlrf V,MD_ Wxdor p° zwall '2 Warne, 200., 150E fonvard;hva% SR45C RS(MeN 9 490 T(DIA~Supn C14A Shipssep3ately." 40/25 RSS UStypeVsquam f0 'd TB' pulse start DAD12P Cegreearm 1polri 23MY bal.1 DAD12IN3 Cegreearmlwall) NOTEF.,nip ntoO. WBA Derorati'ze wall bracket' m.4crz'S[V!Amwhe s -<•rad w:oep(san ns'( KA'A Mast an 2xter•al fitter KTMB Tainmountingbar Fisk' Law Shipped installed in frture W CSA(enifin PEI NAMArmtaoAPE1317Y) (blank) Darkb•onze DWD Hatua4dminum LPI Lamp SF Sir9lefuse;120,277,347V;' IKTL Available MH for P°be start PE4 N✓BAAMataodnl4BOVl D11114 White DW"AJ W'hlt, included Dr DOuble bra(209.240,4W" shipping outsice the U.S. PF7 NEW tAist-lock PF 1277V) DBE 8ia(k DATKC lmn dark bronze lft1 Less PD iiREGCI Califorra `ale20,eEecwve Sc SnNling(apfor PER : DMB Medium bona D318RD Textures black lamp PER NEW f-9-kikoption 1;172010 p tion ( DNA Naturelallminure DNATXD Texturec natural mly:W phoroonrrol; Shipped sepanilely" VG Vandal quard' Super Ihe Durable E aluminum ORS ouan, mlkesfitem" n HS Ho"Wedtield VYG Wire guard" �gMD DAhulze bryoz DWfIGKO iestum6 whist QRSTD oRSw edea,' PH NEW HN-Ixkfir (120, WB T"nnnal want: block' 208240V) RX0 slad Ihrco D 2 3 faia!3saries: Tena" M 1 KM atidlahlF lldl K'AA. Orderm seWmrrromla,' iS kad11dNP NRhS-WRR Sf1119. "non O.D. one Twa9.180 10finso termBPKlrequired.) 1-3!8• TIO -190 120-280 Ib N11 pxryy0 ace.tdAw h16. 2-1,8" 125-190 125-280 9 Mlhl;prtiM1'iR9(auwirianada. I;onganI-beWill SR;Rlad mber0(hslum 335 ' 335)0 iva�90' Tfi,,TAilf ThreeiiW f0uf00 2 MNitb:(idmdwi:1,0k Ff((1 20-290'- 120-3261 120-390 ren -49E 19 frekxx(h X7,) wheroftrel bar, 125,2W! 125-320 125-390' 125-40' 12 °•r'nnngJ'rd wh(•n I:YOarcar 121nuakz T35-1 T35-320 T35 -3W T35 Ihrco D 2 3 aoms• sw" snail mv.I �anw° ta°w _se_ 1 KM atidlahlF lldl K'AA. f. Riyhp:rfminMtreflPnxsnm Xral- iS kad11dNP NRhS-WRR Sf1119. 2 halas'aBaNey;ith 87Y. ahlewithQRST . Ib N11 pxryy0 ace.tdAw h16. 's 1kstNi&9F5d00A:no)i,i1h 9 Mlhl;prtiM1'iR9(auwirianada. I;onganI-beWill SR;Rlad Cafaraltk?Bnc19". 10o pm1Am3Dto, hiast;Ix A. W gfirs IB Naz aBe:adewzraalarlpmluNd. 2 MNitb:(idmdwi:1,0k Ff((1 2411.27^', flulada.12'+-,�r?.34:44;. 11 (crsah 61 cry for available: a',tagei 19 frekxx(h X7,) wheroftrel bar, 5 Thaw aauzgrs ingi'rthr optinulnk:husrniNuiarem inn 12 °•r'nnngJ'rd wh(•n I:YOarcar 121nuakz e((nwn'. i0 ct(Ohz `a G.damie lNTOe 20 (ansplaxe-ii:# a2amNdma90"ddlk9 dducgl ua.^44i(an R.EG(I cA Malabein 147.t48W.. 6 Redux 044 EDP rcu m3h lRi. palm 13 fki xctdemd asana(:essay. 1'Ned Ee spenfied. LAP 1-1 x-d36k Sm add SM walks. 1=Mus[spzcih fii sh rrtenade"d as ar ahn:.L W it Nig usr RPM 7 Vlnuwskb slirek a.rleMr_ aressN-,. 6'-6" 61-611 1 /Alt TnnI rrl rnkITt1/Ni Illlk lT CONCRETE SIDEWALK PLAN NOT TO SCALE KAD Metal Halide, Arm -mounted Soft Square Cutoff (oeKdem Of Dui atim ----- InkW Feototdes KAD 4004412 Test no. 1193083101P IGD 113 Tel no. 1192040902P ISOILLUMINANCE PLOT(Foot-dile) ISOILLUMIIIANCE PLOT(Footcandle) ❑ 2 3 5 6 D 2 3 aoms• sw" snail mv.I �anw° ta°w _se_ +a^w care tin ncwv lith rao. ru° ;e.,wo Wm•• =etan0le vab."s xs°d a 29 harms Gphacle rA- 6aece an 2C nouvnp bear. r.,.,a..a u'+•!^ CmOaem- Tr In. SFax. Ni, C,lorr Cfi iron Typo I. 3 , G„ find _. 1AD40WR4Testoo.1191110101P KA0400M R4HS Test no 1192061101P KAD400M R5S Test no. 1194040801P ISOILLUMINANCE PLOT (Footcandle) ISOILLUAMIANCE PLOT (Foolcarsdle) ISOILLUMINANCE PLOT (Footcandle) 11l v t _ 6 0 1 2 3 4 5 6 40�.'. pip Bran nx=hll he idol xr'V_ r»:ed 380[0 400W inns W .I Mede UM rMd 38.000 ks.l,n rxir»r'.dn vaYxs based m x' ka- hrmrdb tics bead an 20 nva,rq Right Me- C•..Ihrafe: Ur u si cs I fr I I ('aY 9e(I tui C -If Oetrz Ussisd;TK• l Vey SYa:). Fie C 1 2 3 a F a.", :,uKe cGn al Aaa1e 6-rp.'m-M 311000 ft, -ns. FMra• do rains is m 20' mc.uairt livf_ r,Liwficab,. lMsariec lTnr VC. Vaal sh-L Fut Q1n c �+ Mounting Height (nom.Irmon I TOIIRe" I.-dt9i lbw til 1,-1-1ar IN.uIIWb•&- I(1e 1 b, Ili earrrlen la:_!: 7 ir,M•aee�6udIFMA,tzMnd; udn s'IiN lm.dar l>1131r _vrrim, ae.aigf�srarre bit -W M-h.-Lbora:wy dara ad a^W iae rrarvwn Donrsica and a.Ont: .111■■■ rasdawe-ni,em aralade4ab aid am Airs 6.1-w-m,n ro'm. - •a:wt/1,aare�cs.:wa.ItaJoalMiJ>vulrYwa,aOanemw.lenv,. � ' Existing Mounting Heigh Correction Factor New Mounting Height : Q LL W �'lJir11!■■■ - LnZ O r� 11l v t _ 6 0 1 2 3 4 5 6 40�.'. pip Bran nx=hll he idol xr'V_ r»:ed 380[0 400W inns W .I Mede UM rMd 38.000 ks.l,n rxir»r'.dn vaYxs based m x' ka- hrmrdb tics bead an 20 nva,rq Right Me- C•..Ihrafe: Ur u si cs I fr I I ('aY 9e(I tui C -If Oetrz Ussisd;TK• l Vey SYa:). Fie C 1 2 3 a F a.", :,uKe cGn al Aaa1e 6-rp.'m-M 311000 ft, -ns. FMra• do rains is m 20' mc.uairt livf_ r,Liwficab,. lMsariec lTnr VC. Vaal sh-L Fut Q1n c �+ Mounting Height (nom.Irmon I TOIIRe" I.-dt9i lbw til 1,-1-1ar IN.uIIWb•&- I(1e 1 b, Ili earrrlen la:_!: 7 ir,M•aee�6udIFMA,tzMnd; udn s'IiN lm.dar l>1131r _vrrim, ae.aigf�srarre bit -W M-h.-Lbora:wy dara ad a^W iae rrarvwn Donrsica and a.Ont: 35b,- 12 rasdawe-ni,em aralade4ab aid am Airs 6.1-w-m,n ro'm. 406-6.2.5 •a:wt/1,aare�cs.:wa.ItaJoalMiJ>vulrYwa,aOanemw.lenv,. � ' Existing Mounting Heigh Correction Factor New Mounting Height : 14aN/A L/GHT/NG' � L/i`�`':^a,itrBfan�Cat>�rly OMR Way Crm RW1 Phkoe: 110.922M fa:TMIMRwidlanmm 200741N2 AWN &arAs l,ghg,l; Llc AB KAD-M-S PLAN DIM 21 /2" (2) #3 REINF. BARS (5'-6" LONG) PLAN DIM. 6" I TT ., rzEINF. BARS TYP, PAVING PER PLANS SECTION PRE -CAST CONCRETE WHEEL STOP NOT TO SCALE On Ramps That Are Perpendicular With The Curb Line, The Dome Pattern Shall Be in -Line 1.6" Min. With The Direction Of Travel. On Ramps 2.4" Max. Intersecting Curbs On A Radius, The Dome s 2" �Pattern Shall Be In -Line With The Direction Edge Of Detectable Of Travel To The Extent Practical. Warning I 0.9" Alin. I.4" Max. O O 0.2" 0.020 Truncated Dome Integral Dome --� 0 0 �N --� 0 0 0 The top width of the dome shall be a minimum of 5O% and a maximum of 65% of the base diameter. 0 0 0 0 TRUNCATED DOME Base -to -base spacing shall be 0.65" minimum between domes. PLAN V" All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And In The Direction Of Travel 24 Inches ( 610 mm) From The Back Of Curb. CURB RAMP DETECTABLE WARNING DETAIL NOT TO SCALE OUTDOOR PHOTOMETRIC REPORT ��CV,L _Brands CATALOG: KAD 1005 RSS `� 110 TEST t: 1194042703 �� L1rNL7,v1A L/GNrima, TEST LAB: ACUITY BRANDS LIGHTING CONYERS LAB ISSUE DATE: 8/25/2010 CATALOG S: KAD LOOS RSS LUMINAIRE: AREA LUMINAIRE, 10OW IPS, RSS RffLEICTOR, FULL CUTOFF MEETS THE'NTGHTTEW FRIENDLY• CRITERIA SERIES: KAD LAMP CAT = LU100/554 LAMP: ONE 100 -WATT CLEAR ET -23.5 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. LAMP OUTPUT 1 LAMP, RATED LU WNS2IAMP: 9500 INPUT WATTAGE: 135 LUMINOUS OPENING: RECTANGLE (L: 15-, W: 15') TER VALUE: 18 (BF = 1) TER CATEGORY: AREA & SITE LIGHT - TYPE I MAX CD: 3,674.0 AT HORIZONTAL: 900, VERTICAL: 27.5° CUTOFF CLASS: FULL CUTOFF ROADWAY CLASS: VERY SHORT, TYPE I EFFICIENCY: 63.3% Polar Candela Distnbution Isofootcandle Plot 3,700 1800 1700 IW 158° 1400 5 4 3 2 1 0 1 2 4 3,033 13pa 4 2,467 1,850 12(ro 3 1,233 110° 2 617 100° CD:O 9Du I r 617 goo 0- 1,233 700 U U 1,850 1 r 600 2,467 2 3A83 so* 3 3.700 1 100 W 200 3P 400 ■ -OOH 4 ■ - 900 H 5 ■ 20 fC 1 fC ■IOfc ■0.5fC ■ 5 fc 0. I fC ■ 50% Max Cd Distance in units of mart height (20R) - - - Max Cd V -SU& PHOTOMETRIC TOOL 1-2 46 COPIRIGHIT 2014, ACUITY BRANDS LIGHTING RC PORTED DATA CALCULATED FROM MN4lJFACTU2ER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. �)I 00427n3 'i3M PHOTOMETRICTOOL Z ��. !V c c ` U- 0 OIn(7 � V CL U CL 0 66 M 0z Z ow's� ttja QNB U 0IIA. C � •; O Q � c~n WN t...1 TI - en � C Q LL W 1a� W" • R SECTION PRE -CAST CONCRETE WHEEL STOP NOT TO SCALE On Ramps That Are Perpendicular With The Curb Line, The Dome Pattern Shall Be in -Line 1.6" Min. With The Direction Of Travel. On Ramps 2.4" Max. Intersecting Curbs On A Radius, The Dome s 2" �Pattern Shall Be In -Line With The Direction Edge Of Detectable Of Travel To The Extent Practical. Warning I 0.9" Alin. I.4" Max. O O 0.2" 0.020 Truncated Dome Integral Dome --� 0 0 �N --� 0 0 0 The top width of the dome shall be a minimum of 5O% and a maximum of 65% of the base diameter. 0 0 0 0 TRUNCATED DOME Base -to -base spacing shall be 0.65" minimum between domes. PLAN V" All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And In The Direction Of Travel 24 Inches ( 610 mm) From The Back Of Curb. CURB RAMP DETECTABLE WARNING DETAIL NOT TO SCALE OUTDOOR PHOTOMETRIC REPORT ��CV,L _Brands CATALOG: KAD 1005 RSS `� 110 TEST t: 1194042703 �� L1rNL7,v1A L/GNrima, TEST LAB: ACUITY BRANDS LIGHTING CONYERS LAB ISSUE DATE: 8/25/2010 CATALOG S: KAD LOOS RSS LUMINAIRE: AREA LUMINAIRE, 10OW IPS, RSS RffLEICTOR, FULL CUTOFF MEETS THE'NTGHTTEW FRIENDLY• CRITERIA SERIES: KAD LAMP CAT = LU100/554 LAMP: ONE 100 -WATT CLEAR ET -23.5 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. LAMP OUTPUT 1 LAMP, RATED LU WNS2IAMP: 9500 INPUT WATTAGE: 135 LUMINOUS OPENING: RECTANGLE (L: 15-, W: 15') TER VALUE: 18 (BF = 1) TER CATEGORY: AREA & SITE LIGHT - TYPE I MAX CD: 3,674.0 AT HORIZONTAL: 900, VERTICAL: 27.5° CUTOFF CLASS: FULL CUTOFF ROADWAY CLASS: VERY SHORT, TYPE I EFFICIENCY: 63.3% Polar Candela Distnbution Isofootcandle Plot 3,700 1800 1700 IW 158° 1400 5 4 3 2 1 0 1 2 4 3,033 13pa 4 2,467 1,850 12(ro 3 1,233 110° 2 617 100° CD:O 9Du I r 617 goo 0- 1,233 700 U U 1,850 1 r 600 2,467 2 3A83 so* 3 3.700 1 100 W 200 3P 400 ■ -OOH 4 ■ - 900 H 5 ■ 20 fC 1 fC ■IOfc ■0.5fC ■ 5 fc 0. I fC ■ 50% Max Cd Distance in units of mart height (20R) - - - Max Cd V -SU& PHOTOMETRIC TOOL 1-2 46 COPIRIGHIT 2014, ACUITY BRANDS LIGHTING RC PORTED DATA CALCULATED FROM MN4lJFACTU2ER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. �)I 00427n3 'i3M PHOTOMETRICTOOL Z ��. !V c c ` U- 0 OIn(7 � V CL U CL 0 66 M 0z Z ow's� ttja QNB U 0IIA. C � •; O Q � �-99es H � U bFo�� O2-8 m m k =� -%--d � fBI� d .� oda oo� $.P -2 �p� ISz a�a a� y o R c o � R SHEET SDP -1.2 c~n WN t...1 TI - en � C Q LL W 1a� W" �Qo LnZ O r� �-99es H � U bFo�� O2-8 m m k =� -%--d � fBI� d .� oda oo� $.P -2 �p� ISz a�a a� y o R c o � R SHEET SDP -1.2 1 6.0' 1 DAVIS BOULEVARD (SR -84) 100'-0" PUBLIC RIGHT-OF-WAY 30 LF- 15" ADS EX. INLET DURASLOT- REFER C RIM EL. - 3.16' TO SDP -2.1 FOR INV. EL. _ - 1.5' \ DETAIL 14.25' JF4.0' YD -3 P-8 CB -5 8.5' . a D D -2 ti:: O.6 Q � YD -1 8.9' O � O O sus, 0 O O A,. BUILDING #100 TOTAL - 125,543 SF A/C - 106,884 SF NON A/C - 18,659 SF TYPE I -B CONST. SPRINKLERED NINE STORY F.F.E.-9.0' NAVD Regulation Application No.: 160503-11 June 2, 2016 TRIGATE ENTERPRISES L L C DAVTAMI ENTERPRISES L L C 1447 PALMA BLANCA COURT 1447 PALMA BLANCA COURT NAPLES, FL 34119 NAPLES, FL 34109 Dear Permittee: SUBJECT: Permit No.: 11-02563-P-02 Project : TRIO AT GATEWAY TRIANGLE Location: Collier County, S11/T50S/R25E District staff has reviewed the information submitted May 3, 2016, for modification to the originally permitted conceptual parcel (Permit No. 11-02563-P, Application No. 090324-4) that is part of the Gateway Triangle Redevelopment Area in Naples. A location map is attached as Exhibit 2.0. This permit authorizes the construction of a nine -story multi use building along with a five -story parking garage within a 1.98 -acre parcel. The proposed impervious area coverge is 69.7% which is less than the maximum allowable impervious area of 70%. The existing Gateway Triangle storrnwater management system provides the required water quality treatment and attenuation for the project area All information is depicted in the plan set attached as Exhibit No. 3.0. This modification includes the transfer of the permit to Trigate Enterprises LLC and Davtami Enterprises LLC. (see Exhibit 1.0). There are no outstanding compliance issues. Based on that information, District staff has determined that the proposed activities are in compliance with the original environmental resource permit and appropriate provisions of paragraph 40E -4.331(2)(b) or 62-330.315(2)(8), Florida Administrative Code. Therefore, these changes have been recorded in our files. Your permit remains subject to the General Conditions and all other Special Conditions not modified and as originally issued. Should you have any questions or comments regarding this authorization, please contact this office. Sincerely, Brian Rose, P.E. Section Leader Lower West Coast Service Center BR/cq c: Collier County Board of County Commissioners Phoenix Associates of Florida, Inc. ` Okeechobee Service Center: 3800 NY, 1% Bled„ Suite A. Okeechobee, R 34972 (863) 4625260 06102/2016 1 owerWest Cmsl Service Cenler: 2301 McGregor Boulevard, , Forl h1yers, Fl. 33901 (23.9)338-2929 Orlando Service Center. 1707 (Mando Central Parkway, Suite 200, Orlando, FL 32809 (407)858-6100 G O SSG O Sr ,g� 8 8G, 'o0'S. Q F elc�iC 1 O C B-4 WO 7.6' CB -2 8.0' 25 LF - 15" ADS - N -12 PIPE - --------- - - - -- 1 <-5.5' S.0' v3 �T 1 1 8.0' 1 24 LF- 15" ADS -12 PIPE TC CONNECT To PARKING G RGAGE INTEF NAL DF AINAGE SYST M 6.75' 8.0' B� - /11 ELEC FIRE ROOM EMERGENCY 7.55' �1P COMND CJW GENERATOR JM ROOM PUMP IROOM 6.95' 7.2' 6.95' 6.6' 6.25' STORMWATER STRUCTURE TABLE CB# RIM ELEV. INV. ELEV- P= SIZE TYPE LENGTH SLOPE CB -1 7.7' - 0.7' P-1 15 RCP 77 0.2% CB -2 7.5' -0.91 P-2 18 RCP 87 0.2% C13-3 7-5' - 1.1' P-3 P-4 P-5 18 18 24 RCP RCP RCP 51 65 9 0.2% 0.2% 0.2% CB -4 7.85' - 1.2' CB -5 7.85' E- 1.4','W 1.4 YD -1 8.3 1.4' P-6 12 HDPE ADS 49 0.0% YD -2 8.6' 1.4' P-7 12 HDPE ADS 23 0.0% YD -3 3.6' 1.4' P-8 12 HDPE ADS 20 0.0% DRAINAGE STRUCTURE DETAILS N.T.S. 3'-4 ' 3'-4" 2'-0"5T„ 2t" 2'-0" I GRATE _ � I I L2 r 1 EYE BOLT ;t SEE INDEX 201 J 2" CL. I 8' Q r w > I N BARS Cd PLAN 12" CTRS SECTION TYPE 'C' CATCH BASIN (CB) RECOMMENDED MAXIMUM PIPE SIZE 2'-0" WALL - 18" PIPE 3'-1" WALL -24" PIPE NOTES: 1.) ALL CATCH BASINS TO BE POURED IN PLACE OR PRECAST 2.) ALL CONCRETE TO BE BE 4,000 P.S.I. 3.) WHERE TOP SLAB CONSTRUCTION IS NECESSARY, USE 8" THICK SLAB W/ #5 BARS AT 4" ON CENTER CONTINUOUS INTO CATCH BASIN WALLS. WATER MANAGEMENT DESIGN CALCULATIONS xx.x' NEW GRADE ELEVATIONS NOTE: ALL GRADES ARE NAVD. EXISTING GRADE ELEVATIONS LAND USE CHART: SQ. FEET ACRES PERCENTAGE TOTAL PROJECT/SITE AREA IN WATER MANAGEMENT BASIN 86,239 1.98 100% IMPERVIOUS - BUILDING #100 14,402 0.33 16.7% IMPERVIOUS- PARKING GARAGE 30,198 0.69 35.0% IMPERVIOUS- PAVEMENT, SIDEWALK CURBING, ETC. 15,246 0.35 17.7% PERVIOUS 26,393 0.61 30.6% WATER QUALITY RETENTION/DETENTION DESIGN CRITERIA: SFWMD ENVIRONMENTAL RESOURCE PERMIT '40.11-02563-P /APPLICATION NO. 090324-4 WATER QUALITY - THE PROPOSED LAKE EXPANSION WILL PROVIDE 2.59 AC -FT FOR THE PARCELS REFERENCED ON EXHIBIT 2.1, WHICH ARF IIMITEDTOA MAXIMUM IMPERVIOUS AREA OF 70% AND SHALL BE IN COMPLIANCE WITH SPECIAL CONDITION 17. SPECIAL CONDITION NO. 17 - A DISTRICT PERMIT SHALL BE OBTAINED PRIOR TO RE-DEVELOPEMENT OF THE LOTS REFERENCED IN EXHIBIT 2.1 IF THEY DO NOT MEET PERMITTING THRESHOLD OUTLINED IN FLORIDA ADMINISTRATIVE CODE 40E-400 FOR NO -NOTICE GENERAL PERMITS. ALL LOTS SHOWN IN EXHIBIT 2.1 SHALL BE LIMITED TO A MAXIMUM PAVEMENT AREA OF 45% AND 25% OF BUILDING COVERAGE. ADDITIONAL WATER QUALITY AND ATTENUATION SHALL BE PROVIDED ONSITE IF THE IMPERVIOUS AREA ON THESE TRACTS EXCEEDS THE ALLOWABLE PERCENTAGE. THE PROPOSED SITE PROVIDES 30.6% OF PERVIOUS AREA, THEREFORE NO ADDITIONAL WATER QUALITY IS REQUIRED. ELEVATION DATA: CONTROL ELEVATION = 1.5' NAVD 10 YR / 1 DAY STORM EVENT = 5.98' 25 YR / 3 DAY STORM EVENT = 6.63' 100 YR / 3 DAY STORM EVENT = 7.04' FEMA FLOOD ZONE = AE 7 & 8 NORTH LINE TABLE LINE BEARING DISTANCE L1 N00°16'52"W 2.70' CURVE TABLE C CURVE RADIUS DELTA LENGTH CHORD BEARING 0 30' 60' ci 40.30' 1 140.03'17' 1 98.51' 75.75' S19`08'04"W n - SCALE: 1 = 30'Uv SHEET SDP -2 6of11 c~n WN = `Zvo - : I c*)- '�- O; r'``��: ., '�, "'''" )/ 111\•\`,`O ,= SHEET SDP -2 6of11 c~n WN J � � �OCie a umi. LIJ LU O V �Q Lin Z O SHEET SDP -2 6of11 SECTION 'A' TAMIAMI TRAIL E. N.T.S. WSWT = 0.5' NAVD SECTION 'B' N.T.S. 6.5' 11 9.4' BLDG 100 2.0% SLOPE F.F.E. - 9.0' NAVD 8'9t i P ! RETAINING WALL DAVIS BLVD I ..................................................................I................................................................... WSWT = 0.5' NAVD 18" RCP - INV. EL. _ - 1.3' SECTION 'C' PARKING STRUCTURE 10.4' 9.6% SLOPE Li2q PL 15" ADS DURASLOT INV. EL. = 2.25' ............................................................................. WSWT = 0.5' NAVD SECTION 'D' PARKING STRUCTURE 1 1 1 1 1 1 • 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WSWT = 015' NAVD 10.0' 5.0% SLOPE 7.5' 7.0' PL i 5.0' RETAINING WALL 1 3� DAVIS BLVD N.T.S. N.T.S. IMF ADS DURALSOT DETAIL - TAMIAMI TRAIL & DAVIS BLVD ENTRANCE ♦♦ -, WN N.T.S. ADS ir1C. Drartage, Hanabool SAec/1c'abons • 7-39 ADS. Arc. D•akwp Hanobook ADS DURASLOT* DIMENSIONS co C\ � O SpenTmlio is • 1-10 = LU 70 b vo ADS DURASLOT" PIPE SPECIFICATION - I ,''11 - reminalPlpeDin+ter --- - - i '''''111,1111•♦`'♦♦♦ 111111♦♦ ADS N-12 PIPE TO P� Th spec �ication dewilbes 4- through 36 -inch (100 to 900 mm) ADS DURASLOT pipe for use n surface L r 6,. a • '°' ,2 ': ,a- , '°' "' O CONNECT TO PARKING dm z . applcatcas -ta• a"� � E `' _ "' GARAGE INTERNAL .ncnts DURASLOT pipe. as manufactured by Hall Cons ucion Products and Services MCPS) and distribned by 1 eErrlLa�hj_ -- ---- - -. ---- -71-1- - - - DRAINAGE SYSTEM ADS, In: , stw11 have a smooth inter OF and anwlar exterior corrugations vlth an alum ira,rr skit mounted 5N a 2.75 ' ' 3 ' 3' 3.V 3.75' 4' 415 s - 5.e OC longiidinally along the length o` [1e pix to accept the grate frame while mantamog the original olpe N 6.25' 5.5- 88 • 5 s o'saQ_ 7" T' 7-' 7 25 8.25' aeT dameler V- w _ _ OPte Olde ad M O.<S' 061 073' 1.1a 1.3V 1.51' 186- 2.55 2 c3 • 4- th-ouch Minch (100to 250mnj µpe shall meet AASHTO M252, Type S. 00 • 12- nroc h 3£ -inch 30C :0 500 renj a chap meet AASHTO W94. T S or ASTM F23C6. 9 ( PF >� .. �� - ENTRANCE 0 Manning's'n'vaue for use ii design scall be C.C12. z P Le. Da' 0.75 0.7S 075 0.75 0.75, O.TS lA' 70_ 1C The aluminum grate frame shall be rtanriaziured fron 0.06Y tempered commercial aluminum meeting Ute 0 t3' 75- 1 7Y 175= 1 75 , 75' 1.7Y 175- 1.75 1.73 regurenents o' ASTfd 8209, coisisllog of too parallel plates separated by spacers canning :he slot on 6" -_ t r1p53vfd1'1_ __ _ _ - _ -__ - / centers The gra'.e sWII he 11- 413 gahanized steel meeting .he requeemerlts of ASTM F1267. Type 2. C'.as The t51ot tYtlhy 1.75" 225' 225' 22S' 22a 225' 2.28 2 25' 225 zea - --- 2. The shal hale a damond shaped opening and be PDA compliant The 'large at the bohcrr of the u n 1 5 W� 6 SLOT ---- ' In stock - s.andard 51:!85 L, urmam grate shall be rrwtod to tie pee with a minimum of Iwo rivets per meat fcot. yl/\ ADS DURASLOT DURASLOT livings shall be modified frau rntngs which conform tc AASHTO M252, AASHTO M294, or E - PIPE ASTM F2306. - Ins-ta5aboo shat he in accordance wic1 HCPS recommended installation instructions cwtact your local ADS pt, } rrI - ( PROPERTY re presentative or vis8•n•2.v.•.sds-ence.con for atopy ofthe latest nstalla:ionguideltnes. f 1-lI It __ LIN - -'I -I I.. -'.r -I - i"C' - I Z= «T. zATr RIGHT-OF-WAY SE -11 I 12'- 36" SECTION 'E' N.T.S. 74.3' 2.1% SLOPE PL 5.7' PARKING TAMIAMI STRUCTURE TRAIL E. i 15" ADS DURASLOT INV. EL. = 3.41 ................. J............................................................................................... ........................ WSWT = 0.5' NAVD SECTION 'F' N.T.S. 16.7' 4.8% SLOPE 8.25'BLDG 100 ' PL 7.7 5 8.5' � F.F.E. - 9.0' NAVD RETAINING WALL TAMIAMI TRAIL E. ............................................1............................................................................................ WSWT = 0.5' NAVD ,,1111/Il I ♦♦ -, WN co C\ � O LU = LU 70 b vo 0 - I ,''11 ♦O i '''''111,1111•♦`'♦♦♦ 111111♦♦ <QU P� SHEET SDP -2.1 7 of 11 c~ d WN Z ~�O 0 C <0� Q W W <QU Ln Z o O SHEET SDP -2.1 7 of 11 d 0 C o .O Z N ICU OC V- V- 00 .. � 0 0 z SHEET SDP -2.1 7 of 11 B- HOT TAPPING SLEEVE& VALVE O t O O NON A/C -18,659 SF TYPE I -B CONST. SPRINKLERED ';.• : _ 4° NINE STORY Oc-go, �s>>, �a F.F.E. - 9.0' NAVD ii O O ��Op �SOo C X. C.O. & 52 LF - 6" S.S. ®� S3• �� TO BE REMOVED Ovs. OO \/oeFt,�b F — O CAP EX. S -S. EX. 16 LF - 8- PVC S.S. TO BEA NDONE �.. AND FILLED WITH GROUT. LINE LL BE FLUSHED CLEAN TO REMOVE WAS ATER AND SOLIDS. G EX. MH # 03-T6� RIM EL. 5.27' INV. EL = lAfi' (SE) O19 �00�s 1 \ \ t0 LF - 4- S.S. LAT . Lf - ')00 ( 12AM P\ C F.L. .1j; •-a5 c �F n> `100. ct2tF rc �b ,ZZ NORTH LINE TABLE LINE I BEARING DISTANCE L1 I N00°16'52"W 2.70• CURVE TABLE G CURVE RADILS DELTA LENGTH CHORD BEARING O 30' 601 Cl 30.30' 1 140.03'17" 98.51' 75.75' 1 S19"08'04"W n _ _ i� SCALE: 1 - 30rU ' `{`{{{ I I u- � 0=y= _j Q � < GCC— ou Q U-2 W 00 ,''''1111{{{•{'' ' � 0- N z�N M 0 N co ` v - T .- o O Lei O 4 N V Q_ 0 m Q LL 0 to A 0 Z CN Q V` 0 O�o LA $ auk cn U SHEET SDP -3 8 of 11 WN A� li _j Q Z GCC— ou Q U-2 W 00 � 0- z Ln O O O v— SHEET SDP -3 8 of 11 A� li 00 O O Z �- SHEET SDP -3 8 of 11 AT PRELIMINARY -� UTILITY INSPECTION LENGTH TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) ELBOW TO MAINTAIN COVER AND TRANSITION SLOPE - 6" MINIMUM PVC - SANITARY SEWER LATERAL OR AS OTHERWISE SHOWN REMOVABLE PVC THREADED PLUG VARIES EMENT, PROPERTY OR AT PRELIMINARY UTILITY INSPECTION \ LENGTH T RIGHT-OF-WAY LINE TO BE LOWERED WATER SERVICE BY: 1. TO FINAL GRADE AT 380 RIVERSIDE CIRCLE TYPE 3 (ABC -3) TIME OF PLUMBER'S AND THE COLLIER COUNTY LAND DEVELOPMENT CODE, ORD. 2004-31, AS AMENDED AND 17. TIE-IN COLLIER COUNTY PUBLIC UTILITIES I- -3" - 12" CONDUIT AND RUN 5' EACH SIDE OF PAVEMENT. WATER SERVICE CONDUITS SHALL NAPLES, FLORIDA 34112 ELECTRONIC MARKER - (239) 252-2380 BE PLUGGED, MARKED AT GRADE, AND "3M" MARKERS AT EACH END. (SEE COUNTY N 1220 5th AVENUE NORTH NISHED APPROVED PRODUCT NAPLES, FLORIDA 34102 DOCUMENTS, AND SHALL CONDUCT HIS WORK IN S 1 RICT ACCORDANCE WITH GRADE UST, APPENDIX F) OF BUILDING. A 3M MARKER SHALL PLACED AT CONNECTIONS TO WATER MAIN. GREATER NAPLES FIRE RESCUE DISTRICT ALL PERMITS AND APPROVALS OBTAINED FOR THIS PROJECT. 14575 COLLIER BOULEVARD PROVIDE 30" TO 48" OF COVER \� 18. TO BE HAND OR MECHANICALLY 3. ALL MATERIALS, DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL TAMPED GRANULAR BACKFILL AT THE EXTREME TERMINUS OF DEAD END OR CUL-DE-SAC WATER LINES. FLOW 6" MINIMUM PVC- (239) 330-2977 PRIOR TO INSTALLATION, A FULL BORE FLUSH IS REQUIRED. FLUSI LING SANITARY SEWER MINIMUM SLOPE LA ERAL OR AS OTHERWISE SHOWN / \9" \ 1.047. (1" PER r 8 FT) 45' MAXIMUM PIPE SHALL BE LAID 1 ON UNDISTURBED SOIL SECTION DEPTH 8' AND OVER NOTE: AT TIME OF PLUMBER'S TIE-IN, ADD CONCRETE COLLAR AS PER DETAIL WW -12. SEWER CONNECTION DETAILS PROPERTY, RIGHT-OF-WAY OR EASEMENT LINE GENERAL NOTES Ht_li:rr, lraftk: bn-i _ WATER SERVICE BY: 1. ALL WORK TO BE DONE IN ACCORDANCE W/THE CITY OF NAPLES CODE OF ORDINANCES 380 RIVERSIDE CIRCLE TYPE 3 (ABC -3) NAPLES, FLORIDA 34102 AND THE COLLIER COUNTY LAND DEVELOPMENT CODE, ORD. 2004-31, AS AMENDED AND 17. ALL WATER SERVICES UNDER PAVEMENT SHALL BE INSTALLED INA 4" PVC COLLIER COUNTY PUBLIC UTILITIES THE UTILITIES STANDARDS AND PROCEDURES. 3339 TAMIAMI TRAIL EAST, #145 CONDUIT AND RUN 5' EACH SIDE OF PAVEMENT. WATER SERVICE CONDUITS SHALL NAPLES, FLORIDA 34112 31124:x4) ,39' 43' (239) 252-2380 BE PLUGGED, MARKED AT GRADE, AND "3M" MARKERS AT EACH END. 2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITI I THE SITE AND THE CONTACT 1220 5th AVENUE NORTH CONTRACTOR SHALL INSTALL 3M WATER SERVICE FROM MAIN TO WITHIN 5' NAPLES, FLORIDA 34102 DOCUMENTS, AND SHALL CONDUCT HIS WORK IN S 1 RICT ACCORDANCE WITH (239) 262-1322 OF BUILDING. A 3M MARKER SHALL PLACED AT CONNECTIONS TO WATER MAIN. GREATER NAPLES FIRE RESCUE DISTRICT ALL PERMITS AND APPROVALS OBTAINED FOR THIS PROJECT. 14575 COLLIER BOULEVARD NAPLES, FLORIDA 34119 (SEE S-ANDARD CETAIL G-5) 18. TEMPORARY BACTERIOLOGICAL SAMPLING POINT & FIRE HYDRAN F REQUIRED 3. ALL MATERIALS, DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL 4500 EXCHANGE AVENUE AT THE EXTREME TERMINUS OF DEAD END OR CUL-DE-SAC WATER LINES. NAPLES, FLORIDA 34104 BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF (239) 330-2977 PRIOR TO INSTALLATION, A FULL BORE FLUSH IS REQUIRED. FLUSI LING ,:�l�:tel, BY THE CONTRACTOR. ASSEMBLY IS THEN REMOVED BACK TO THE ISOLATION VALVE. A SPOOL 4. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY PRIOR TO COMMENCING PIECE WITH MIN. 3' AND MAX. 6' LENGTH CONTAINING THE PERMANENT WORK WITHIN SUCH AGENCY'S JURISDICTION. BACTERIOLOGICAL SAMPLING POINT IS THEN INSTALLED WITH THE HYDRANT ASSEMBLY FITTED TO THE END. COORDINATE WITH CITY OF NAPLES 5. STATIONING IS BASED ON THE CENTER -LINE OF THE ROAD. COMPLIANCE FOR WITNESSING OF ALL FULL BORE FLUSHING OF SYSTEM. 6. LOCATING DIMENSIONS FOR SEWER LATERALS & WATER CROSSING ARE 19. A TEMPORARY BACKFLOW PREVENTOR MAY BE REQUIRED BY THE GREATER NAPLES FIRE TAKEN FROM THE NEXT DOWNSTEAM MANHOLE ALONG THE CENTERLINE RESCUE DISTRICT IF CONSTRUCTION W/ COMBUSTIBLE MATERIALS COMMENCES OF THE SEWER, AND PERPENDICULAR TO THE SERVICE LINE. PRIOR TO THE ACCEPTANCE OF THE WATER MAIN BY CITY OF NAPLES UTILITIES. A METER AND BACKFLOW DEVICE SHALL BE INSTALLED FOR ALL FILLING & TESTING. 7. PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION ALL SIZE WILL BE DETERMINED BY DEMAND NEEDED. IMPROVED STABILIZED 14' WIDE SUBSURFACE CONSTRUCTION SUCH AS WATER LINES, SEWER LINES, ACCESS WAYS SHALL BE PROVIDED WITHIN 100' OF ALL BUILDINGS. PUBLIC UTILITIES, AND STORM DRAINAGE MUST BE COMPLETED. 8. THERE SHALL BE AT LEAST 10' MINIMUM HORIZONTAI AND 18" MINIMUM 20. ALL SEWER LATERALS SHALL EXTEND TO WITHIN 5' OF BUILDING AND BE CUT FLUSH WITH FINISHED GRADE (ASPHALT), NON -ASPHALT SHALL Bf 24" ABOVE GRADE. EACH VERTICAL SEPARATION BETWEEN WATER &SEWER, AND WATER & SEWERAL LATERAL SHALL BE MARKED WITH A 3M MAGNETIC MARKER FOR FUTURE LOCATION, DRAINAGE PIPES. PER DETAIL SHEET. 9. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM OF 30" OF 21. ALL 8" ASTM D3034, DR26 PVC SANITARY SEWER (S.S.) SHALL HAVE A COVER AT ALL TIMES. WATER LINES AND FORCE MAINS SHALL HAVE 0.40% SLOPE UNLESS OTHERWISE NOTED. A MAXIMUM OF 48" OF COVER. 10. ALL CONFLICTS OF WATER LINES OVER OR GRAVITY SEWER LINES 22• 1.0 6" ASTM D3034 DR26 PVC SEWER SERVICES SHALL BE CONSTRUCTED AT 1.0 /o SLOPE MINIMUM PER PLUMBING CODE. UNDER RCP DRAINAGE LINES SHALL BE C900 CL200 OR EQUAL FOR 10' EACH WAY OF CONFLICT. 23. ALL IRRIGATION MAINS AND LINES SHALL BE HORIZONTALLY LOCATED A MINIMUM 11. ALL VALVES MUST BE PLACED OUTSIDE OF PAVED AREAS. OF 3' WALL TO WALL OR 5' CENTER TO CENTER FROM ALL FORCE AND EFFLUENT MAINS AND A MINIMUM 3' WALL TO WALL FROM ALL POTABLE WATER MAINS 12. ALL PRESSURE LINES (WATER, SEWER & IRRIGATION) SHALL BE DEFLECTED AND VERTICALLY 18" FROM ALL MAINS. WATER MAINS SHALL BE PLACED ABOVE AROUND CATCH BASINS TO MAINTAIN 5' MINIMUM SEPARATION. 450 BENDS ALL FORCE, EFFLUENT AND IRRIGATION MAINS. IRRIGATION LINES SHALL BE PLACED SHALL BE UTILIZED IF NECESSARY. ABOVE ALL FORCE MAINS. 13. FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH THE CITY OF NAPLES CODE OF 24. ALL WATER AND SEWER DIPS SHALL USE C900 CL 200 PVC WITH RESTRAINING GLANDS. ORDINANCES OR NFPA REGULATIONS, LATEST REVISION, WHICHEVER IS 25. ALL POTABLE WATER, IRRIGATION WATER & SEWER FACILITIES SHALL BE OWNED & MORE RESTRICTIVE, AND MEET THE APPROVAL OF THE LOCAL FIRE MAINTAINED BY THE PROPERTY OWNER. CONTROL DISTRICT. PAVEMENT REFLECTORS SHALL BE LOCATED AT THE CENTERLINE OF FINISHED PAVEMENT OPPOSITE EACH HYDRANT. 26. PVC FOR PIPE SIZES 3" OR LESS SHALL MEET THE REQUIREMENTS OF ASTM D- 1785 (EITHER 14. ALL PVC WATER MAIN SHALL BE AWWA C900 CLASS 150, UNLESS SCHEDULE 40 OR 80) OR ASTM D-2241. OTHERWISE NOTED. 27. FOR PIPE SIZES 4"-63" SHALL MEET THE REQUIREMENTS OF AWWA C-906. 15. ALL TEMPORARY BLOWOFFS ARE TO BE REMOVED AFTER SATISFACTORY 28. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO AWWA C-502 (DRY BARREL) STANDARDS. BACTERIAL TESTING IS COMPLETED AND THE CONNECTION IS MADE TO THE EXISTING WATER MAIN. 29. ALL COLD -WATER -METERS -DISPLACEMENT TYPE, BRONZE MAIN CASE, SIZE 1/2" THROUGH 2" SHALL MEET THE REQUIREMENTS OF AWWA C700. 16. ALL WATER MAIN MUST BE FLUSHED AND DETERMINED TO BE BACTERIOLOGICALLY CLEARED BEFORE CONNECTIONS ARE MADE TO THE 30. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER PROPOSED WATER DISTRIBUTION SYSTEM. CITY OF NAPLES COMPLIANCE SHALL CONFORM WITH NFS STANDARD 61. SHALL APPROVE AND WITNESS FINAL CONSTRUCTION. UTILITIES Ht_li:rr, lraftk: bn-i _ WATER SERVICE BY: CITY OF NAPLES UTILITIES DEPARTMENT 0 AK1 High Trate- Acct -or Vit 380 RIVERSIDE CIRCLE TYPE 3 (ABC -3) NAPLES, FLORIDA 34102 Si:71at.. r: (239) 213-4745 SEWER SERVICE BY: COLLIER COUNTY PUBLIC UTILITIES H CKNESS TO 3E THE 3339 TAMIAMI TRAIL EAST, #145 NAPLES, FLORIDA 34112 31124:x4) ,39' 43' (239) 252-2380 ELECTRICAL SERVICE BY: FLORIDA POWER & LIGHT COMPANY soodly }l 1220 5th AVENUE NORTH Ed LimL(x4: ,dB' - 72' NAPLES, FLORIDA 34102 STANCARD (239) 262-1322 FIRE PROTECTION BY: GREATER NAPLES FIRE RESCUE DISTRICT 14575 COLLIER BOULEVARD NAPLES, FLORIDA 34119 (SEE S-ANDARD CETAIL G-5) (239) 348-7540 REFUSE COLLECTION BY: WASTE MANAGEMENT -COLLIER COUNTY 4500 EXCHANGE AVENUE NAPLES, FLORIDA 34104 (239) 330-2977 FIRE NOTES 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. 2. INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH THE 2010 EDITION OF NFPA 24. 3- UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.102, 633.318 AND 633.334 F.S. 4, PIPING USED FOR FIRE PROTECTION SERVICE (I.E. FOR FIRE HYDRANTS AND FIRE SPRINKLER SERVICE) THAT IS RUN UNDER DRIVEWAYS SHALL BE BURIED A MINIMUM DEPTH OF 36". REQUIRED FIRE FLOW - PER NFPA TABLE 18.4.5.1.2 BUILDING #100 ( 123,750 SF/TYPE I -B) = 3,750 GPM 3,750 GPM x 25% (SPRINKLERED) = 938 GPM REQUIRED MINIMUM REQUIRED FIRE FLOW IS 1,000 GPM PARKING GARAGE ( 167,010 SF/TYPE I -B) = 4,500 GPM REQUIRED 4,500 GPM x 25% (SPRINKLERED) = 1,125 GPM REQUIRED FIRE FLOW RESULTS (02/23/2016) = 5,128 GPM PROVIDED Greater Naples Fire Rescue District FIRE AND LIFE SAFETY v 2700 NDrh Horseshoe Dr. - Naples. FL 34104 Phone: (239)774-2800 Fax (239)774-3116 00.1 Hydrant Flow Test Worksheet Date: 2232?16 Time: Location: 17C5 Tamiami Trl E - TRIC Restderces Hotel Shcppes Requested By: ohoenix Associates of Scuti Ftcrida Tested By C-uz,Kng HYDRANT FLOW DISCHARGE Hydrant #: Main Size: Static Pressure: 32 Residual Pressure: 53 Port Sae z 5 Pitot Psi 23 Gpm 2EC7 Port Size Pitot Psi Gpm C Port Size Pitot Psi Gpm C Total Flow: 26C7 Fire Flow Ca 20 PSI Residual: 5128 Fire Flow Test F, F••: $150.00 LL l� Fire Official's Signature 48 HOUR NOTIFICATION PROVIDE 48 HOUR NOTIFICATION TO THE CITY OF NAPLES AND COLLIER COUNTY FOR INSPECTIONS FOR UTILITY CONNECTION. THE FOLLOWING INSPECTIONS ARE REQUIRED PER COLLIER COUNTY ORDINANCE 2004-31 SEC. 9.4.2.2. A. HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS LINES GREATER THAN 4".* B. MASTER METER AND BYPASS PIPING. C- JACK AND BORE CASINGS.* D. PRESSURE TESTS.* E. INFILTRATION/EXFILTRATION TESTS.* F. LIFT STATION INSTALLATION, PRIOR TO COVER AND START UP.* G. LIFT STATION START UP.* H. LAMPING OF SEWER LINES.* I. PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS AND NON -POTABLE IRRIGATION LINES.* J. TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD. K. CONFLICT CONSTRUCTION.* L. CONNECTIONS TO EXISTING POTABLE WATER, NON -POTABLE IRRIGATION WATER AND WASTEWATER SYSTEMS.* M. 8 DIAMETER OR LARGER CASING INSTALLATIONS.* N. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. O. CHLORINATION OF WATER LINES AND REFLUSHING OF LINES AFTER CHLORINATION.* P. INSTALLATION OF TEMPORARY METERS/BACKFLOWS.* Q. BACTERIOLOGICAL SAMPLING.* R, HOT TAPS TO ANY WATER CONCRETE M AINS, PRESSURE TESTS IONS ON LINES 20" AND GREATER, AND CONKED TO BE IONS EICT D POTABLE SYSTEMS GREATER THAN 12" K* BY THE WATER DEPARTMENT AND CDES S. FIRE FLOW TESTING. F NAPLES, COLLIER COUNTY * AN INSPECTOR ON BEHALF OF THE CITY 0. OF NAPLES OR COLLIER OR OTHER QUALIFIED EMPLOYEE OF THE (CTIONS MARKED WITH AN COUNTY MUST BE PRESENT DURING INSF ASTERICK. I NTS LNDISTJRBED AREA-RENC-1 LIMITS } TRENCH BACKFILL IN COMPACT= MAX IMUM 12" LIFTS TO .A 98% REQUIRED DENSITY TRENCH BACKFILL LEVEL OF I / PIPE ONE FOOT ABOVE TOO IN OF PIPE N-- 6' COMPACTION II 1'-0" OUTSIDE 1 1'-0' MINIML.M DIAMETER I MINIMJM REMOVABLE PVC THREADED PLUG E VARIES EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE N I 3" - 12" N ( N,�` FINISHED GRADE 5 `-MINIMUM SLOPE 1-04%' (1" PER 8 FT) SECTION DEPTH LESS THAN 8' UNDISTURBED AREA -WHERE ANY TRENCH OCCURS IN AN UNSJRFACED AREA, THE THIRD STAGE OF BACKFIWNG SHALL EXTEND TO THE FINISHED GRADE - -THIRD STAGE SECOND STAGE FIRST STAGE PIPE BEDDING (SEE NO -E 2) NOTES: BACKF LL SHALL BE OF SU TABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MA-ERIA_ IS SPECIFIED. BACKFIL_ MATERIAL SI -A -L CCNSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MA -ERA_. REFER TO TECHNICAL SPECIFICATICNS FOR DETAI_ REQUIREMENTS - 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6' PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKFILL DETAIL NTS GB -250 REMOVABLE PVC -HREADED PLUG AT PRELIMINARY UTILITY INSPECTION TO BE LOWERED TO FINAL GRADE AT �I�IE� OF PLUMBER'S TIE-IN ELECTRCENIC MARKER (SEE CCLNTY APPROVED PROD -_T LS_, APPENDIX F� PROVIDE CLEAN-OUT ON SEWER LATERALS AT UI EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE ✓ FLOW EASEMENT, PROPERTY CR RIGHT-OF-WAY UNE 12" MAXIMUM WITHIN NLlRIGHT-OF-WAY _INE +4 I /-NON-PAVED AREAS ELEVATION "8" x 18" x 6" CONCRETE COLLAR 3/4" EXPANSION JOINT AROUND CAP FLUSH WITH SLAB 45' BEND --6" SANITARY LATERAL UM SLOPE wrowrr u.,l �. SEWER CLEAN-OUT DETAIL MAY zo13 ccweaCOUNTY SHEET NO. NON PAVED AREAS CAT coiptw WW_ 1 L NTS INIMUM 1-1/2" OF ASPHALT OVERLAY (TYPE S) s' N NIMUM TA'ER I 25' MINIMUM TAPER I 1 -6" Ht_li:rr, lraftk: bn-i _ EXISTING BASS ASPHALT BASE COURSE ---,""' OURS 0 AK1 High Trate- Acct -or Vit 1'-6- TYPE 3 (ABC -3) Teletllid.IG.as Si:71at.. r: AS-HALTIC CONCRETE I]S1tM:x2i,e -2L' Dc e: H CKNESS TO 3E THE 0 LR?4 ()2) ,24' - 39' SAME AS ADJACENT ROADW..k. 31124:x4) ,39' 43' Cc•�par7. FLOWABLE FILL FLORIDA EgWA(x21 - 16!2411x2; ,43' -68' soodly }l DA?. SECTION 121 Ed LimL(x4: ,dB' - 72' 11Q STANCARD O Ln. ne•_t in <9 9Finr1: SPEC FICATIONS. STEEL PIPE CASING (SEE S-ANDARD CETAIL G-5) I // \\ PIPE. CAB -f CR CONDUIT COMPACTED GRANULAR MATERIAL TRENCH WIDTH VARIES - "TRENCH WIDTH = PIPE OUTSIDE DIAMETER �L S 2 FEE1 oN TES: 1. DVER.AY REQUIRED AT COLLIER COUNTY'S DISCRETION. 2. WRAF PIPE JOINTS W'rrH Fl -TER FAERIC. 3. ALL PIPES SHALL EE CONSTRUC-ED WITHIN STEEL CASING PIPE IF INSTAL -ED ON A ROAD TO BE WIDENED. 4. RICHT-OF-WAY PERMIT STIP,;LATICNS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A COJN-Y RGHT-OF-'WAY. STATE ROAD, MAJOR COUNTY ROAD AND NUMBERED COUNTY ROAD FLOWABLE FILL ROAD AND TRENCH RESTORATION NTS -1 10-2A REVISED: APRIL 20C REV SED: APRIL 2006 SWZ* GREASE INTERCEPTOR TECHNICAL DATA Su,) uitta SpacificEtions I Ing E1 a --ion Applic=_:fon Specific De_FAIS 727 nun) (343 mm) I I+Iliwa I r 1 I� 51%" 1 I I I , j I r - (1,30a1.111) �� ' �j' ,0 IBJ (gym.,,' i ' �I il33%ii ■ (851 MI / SUBMITTAL STANDARD:1' plar a Iui inle:;outdet I Capac ties - jquid:275 gal.: Cr --ase 16,0:6 bs. CL74 gal.) Sulids:11C3gal -iOhv ay III affc Icad rales, truIted. casivvater tight cr�posite cover=. i13.COO It* OPTIONS: Ht_li:rr, lraftk: bn-i _ APPROVAL: 4• Nate Thr_Gd Tnl3; Outlet 0 AK1 High Trate- Acct -or Vit t a1 t- boll 1 3. :Ia -1 --nc 1- <_VOuba-- Teletllid.IG.as Si:71at.. r: 6-malaRm-a7TrleVOutet I]S1tM:x2i,e -2L' Dc e: (stainless strap 0 LR?4 ()2) ,24' - 39' 'edes_rie-R=.ed Corers -2.000 2s. 31124:x4) ,39' 43' Cc•�par7. -i2C Lc -ac Rated Fk*able EgWA(x21 - 16!2411x2; ,43' -68' soodly }l Des I-cr Ca•.rs Ed LimL(x4: ,dB' - 72' 11Q C Irregra V� tram O Ln. ne•_t in <9 9Finr1: Clampirlg Collar Kit Pb" ;_RreE SPECIFICATIONS NOTES 1. 4 plain ere uilt,0A,ilet 2. Jnrtwegit-:rte-pcste-aers:23011--:rfe.3s: ire -i coves 340las_ S. V:;xlrumXertna :enperdttrF:'90 rccrinuuis 4. Capacities - L 7ud 275gal.; ;'reese:-.C761bs. 4147.,1 gal.); Sofic;_'O6gal 5. Buil:- n Flory c initrol. 6. 1io, grariy dra gacppli:,at¢-s.mry- 7. Donctuse-orpresatreeppiiwticri 8. Cover Flaosmerrt allows full aDcass tc•ank for proper mairicrai:�c. 9. v -rt11 nc:-eq,ured mless per i omi cede Dineerad iri wd uutletdilusert: a 1e rlmx itt,• .10I.E:. to itypeWc1d 3i pap rg. 1/. litecrel air c, Ar.-sipten!S_. :Ainc access DIFFUSION FLOW TECHNOLOGY II itl l•LUu- t;ul. a t•-![: surtun-ir; rrin& fbaaxtithanutic icquc:otmeer.he-:.a - or efttcte" gr rtti sepwd xt Fl* cal. Oratec oprrinpg if eat re_•um ilk -:1st. -teres TM Mlumt ori n>; ria n Cf'arrila•.MifCl.t do-eiint IIF 3 ling gm=� nr ;,dirart=� fly.integrdai•relallarrr-ffiIar,-ihstupo t-eatet lifhrse-alloog ��-re sta6ii.:abn »iY•n t/otn' :1_ri�g `Pe .tion. -,e baliomof rT.eouJs dl l arra Irays on y -if11191t'/,tio1161'8e 1.0t -on, t B _An,_ II om aw :� attaches b ay d t -re JrcenLLes pc•.�-� to eas3pe -; ! epipvxJ lafru_. ENGINEER SPECBMATMN GUIDE rhes Cll._-bc, SN<� ne'cerxa• WelrGB25D iilbe Ylctimu gcrritscr rrr. i_SSA7tsmrrkz5. ,tlt Ira lr-r.3ied ooh*,.tMere.irterceptcr st•a Ice u nr"KA tarabcnml b3",gra(b rista6at to Inimiroptur ._aebec7Yrad mA!WL4z.143..rp C)Ad-:;!.&.b4EL1 mt- field ai vEYtler sr sysr_m ItA d i/.. cortral bti " _Pst cap: ab 1--e nrt ti op[ctts aEroG.ur tlav ge :-.all be -OC GoRt liver-ecrmgrade moss Y st at be 1.0: - t:�. cover srs I prR+cetr_2 J3:9x -- a�J an= f :;.a: *•irr. Ttan 1610[ C ioa k-AkJ Gspady. CERTWMPERFOO&ANM rat 3isn y1tY.c,c.atra grsa[ To ceptors arc 111-6-. sn•:y :,erorrrcc t•<tc a•c I sse,_ bvI/AAO ,cAfN" ,A112.-4saIdCrA84E"u 3reacen ep:arst_nda ds ar:: .l;wty ,Kxeuroper-rrrn-is-or,ro 3e raaionard ;. arago. TIqa� oor7ienl to thlritTr Hrrt:nc C.r_a ,rel Jte filter at .3-a FVrti19 01- .?4 tr T1- Irlr�r„ t .:�• = Ad/ It 11 tclrlen1., I -vr• 11 fah. aterlr.;T -rig rzerad ;rust .. I' rnnsp.cla,6orl �I 1 i / I � I r / �- za , Ht_li:rr, lraftk: bn-i _ / v OI�_ t a1 t- boll 1 O�` ]f, t Wix`or e rhtc:A i �o, Cj Fe O !�ptioad, %% P�Q '''//1►1111.11',1, U Z 11Q :an O ;1�• h;� I � 11 3.1. C • ,:�l�:tel, .?4 tr T1- Irlr�r„ t .:�• = Ad/ It 11 tclrlen1., I -vr• 11 fah. aterlr.;T -rig rzerad ;rust .. I' rnnsp.cla,6orl �I 1 i / I � I r / �- za , I/►I \ / v OI�_ t a1 t- boll 1 O�` ]f, t Wix`or e e��or•I9: i �o, Cj Fe O page 2 or 6 • 111111 I/►I \ / v LL ' O�` O C =�=w o `w DC_Qco Z to= c' . v� 'O i �o, Cj Fe O / %% P�Q '''//1►1111.11',1, to Cn Z Ln N - CTI 4h N q ° ` 1L N - `o= Uj o N IJ.. 0 ii c;n J 6L 0CL Z 0 Q Ra to u U .� oe 0_ a VJ `> ° V1 M CJ .r- e 91a o o--�g brnR� Q �o� b� o mw _ A a•e A -a a� Po- MRC •ty Q�.O f� .�e�Z o ifo a lei Z �Ig 2�Ro x c' q� C� 22 oQeo� opo s% by� 8329 A C S a 0. -A -7 a� SHEET SDP -3.1 9of11 V J WN Z Fe O O Q U. W �Uj_j U Z 11Q O n e 91a o o--�g brnR� Q �o� b� o mw _ A a•e A -a a� Po- MRC •ty Q�.O f� .�e�Z o ifo a lei Z �Ig 2�Ro x c' q� C� 22 oQeo� opo s% by� 8329 A C S a 0. -A -7 a� SHEET SDP -3.1 9of11 TL'P LIF PAV£M,ENT OR FINISHED GRADE "Is c4p ds pwqvy 'SVS' Caor Coded for 3,9' MIN, I CWGter,Se.er,Re�se) TELESCa-E TrPE 4DJi1ST4BLE VAL V£ BOX. NEITE, VAL VE BOX I RISER SMALL ACT BEAR OV VALVE OR PIPE. LFERATLSG WJT AOT TG EXCEED X' LEEP CEXTENSILM TD R PIW,I.J. - FITTINGS TO BE WRAPPED I �-ASTIC PR3R TD CONCRETE TIiRtIST BLOCK -YPICA. APPLl ATIDY F'iR N3- RESTR4ItE7P-PE SYSTEMS ANII WHERE CONNECTED ILD E%ISTUG PC 6 CI PIPES TOP OF PAV£.MENT OR FLVISHED GRADE 1 Nab- [ 87AFUtU D om um SrANlIBRS SXQUA TO 02 STAIIDIRD6 ZQUIl M m c6ETr1R r1txN 77456 FOR: DATE: JAN. 2016 DRAWN: DAG/AMH SCALE: N.T.S. RAW 'MATER (WHITE) BYPASS TO BE SIZED BY DESIGN ENGINEER TO PROVIDE A MINIMUM OF DOMESTIC FLOWS. \ HOWEVER THE MINIMUM SIZE SHALL BE 2" W v" 6 X 6 i O/10 WELD 0 TAPPING SLEEVE BADGEF •.� b & STRAINE VALVE r rd i1j co y CITY'S RESPONSIBILITY 2 64 V � BADGER COMPOUND SERIES METER AND 0 STRAINER WITH ELECTRONIC READ PACKAGE DEBRIS CAP as iW'gbY I-4 y I GATE , VALVE1 VALVE() SWS' Color Coded for 30' MIN. CW¢ te,,Se.er;Reuse; (18" - 36" BELOW FIN. GRADE) b Q Cn F•- VAL-MATIC AIR RELEASE WITH CORP. STOP p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 0) ..4 V 1V txj y ✓� " FIN SHED GRADE TEE/ n a y y FINISH GRADE R.O.W. LINE ROADWAY HDPE CARRIER PIPE USE AT THE DISCRETION EF cry LTILITY ENGINEER IXSTING UIIt1tY r7 CONCRETE THICKNESS TO BE SAME AS ADJACENT ROADWAY 'r- TY'E S-11 (MIN_ THICKNESS ") 1� I �i'j z " �i ---\\ �,� CONC. SIDEWALK ,sz, ASPHALT PA DING ry `- FILTER FABRIC p�y z�a b 3M MAGNETIC MARKER EDGE OF PAVEMENT VALVE m') -, DEEP CEXrENSIVIV TD BE P/AIMED). MAIN SIZE PER 0 =r (OVER ALL UNDERGROUND F. / CNC. FNDN. (TYP. ) UTILITY PLAN 4L.N FITTINGS 16'-3&'D)PA � FlLL_MERCCK EXISTING BASE VARIES TRENCH WIDTH + 3•-8"COMMON PRO-OSED FDD ALKNMENT I••1 Y� C UI�DESTURBED Qt0.ND CfrA BASE COMPACTED IN 6" _FTS 98S DENSITY REO'D(MIN. OF ONE (1_., --- BACKFILOIN FlLL TEST REQ'O FOR EACH LIFT PER LANE) SAWCUT ADAP*ER , e �SU-PORT BRICKS coC O 17TRENCH min. cover 4" Min. Sch. 40 PVC pIN 8" COMPACTEEh SITr I ATDFDPED TERM_NIiS. 5' ATGHDPE ERMUUSADAPTR x _ ID30 �REQ'D M.N. OF O£.:T3 JF- FER LA4O} I 4" Mlh. Y116iTM E%6'DNi, RGHT-O'-WAY(See 1 N z4 ax x cesing pipe if required�FER Notes) 2" MIN. #57 STONE ExST1%G BASE hl 1O t11 1 SELECT COMMON FILL 1'- 0" MIN\/O' b t-1 t?j Cly an "3t 0 p 0 Mo� GC D-° U 'r~ y CITY OF NAPLES SHEET: U-14 --- TRENCH BACK9LLE0 WITH SELECT, FL_ TO LEVEL ONE (1) FOOT 11'-6"1 1'-6ABOVE 4" MIN. MIN. DWG. U-14-16.DWG caCOMMON INCLUDING UNDERGROUNDI2' SPOOL PIECE i STEM & RESILIENT SEAT (TYP) 3M MAGNETIC MARKER PIPE 6" COMPACTED UFTS MIN MEROCK BASE COMPACTED IN 6" 'INSEE 6' MIN O.C. NO' 2 -LAN 1 � b DETECTOR ASSEMBLY TRACER WIRE SEDETAIL � '�•'= VARIES' TRENCH BACKFILLED W1 i COMMON FILL LIFTS 9drC CENSITY REO'D(MfN. OF ONE (1}, IN 8' COWACTED LIFTS 98%DENSITY TEST REO'D FOR EACH U=T PER LANE REQ'D MIN. OF ONE (1) TEST REO'D ASPHALTIC BASE MAY BE PER UFT PER LAI.E (w N. LBR 4J) SUBSET-LTED FOR LIMEROCK DIP P' C --+ -_r I HORIZONTAL MINIMUM CLEARANCES ,� 1"4 IS,, '1 (OVER A&=rAir ow AJTOVG? REUSE NOTES: WATER „ • TRENCH WIDTH=PIPE O.D.+ V -O' TMEVC" WIDTM BASE (1/2" ASPHALT BASE EQUAL TO ,'• *TRENCH W410- PIPE O.D. + ,'- 0' • VARIES ; � Z m TAD MAIN Service Saddle Successive taps into Water Main will be no closer than 12 apart. All Casing JR 36' WHCHEVER S GREATER. I UNFROCK BASE`; USE AS HALT BASE ) OR 3S" WHICF+EVETt IS GREATER. TRENCH W'OTH LENGTH HaD a y With Corp. Stop Pipe (where required by Engineer) shall extend a minimum of 2' beyond the edge LIMEROCK ROAD NOTES 1) ALL PROCTOR AND DENSITY TESTS SHALL BE -� COLRSE TYPE I (FLORIDA D.O.T. 1 - 0• SECION 280) MAX. COMPACTED THICKNESS SHALL NOT EXCEED NOTES ') COMMON FLL SHAL_ BE COMPACTED TO MATOH CRITERIA 3C' MIIi PAVED ROADWA- SURFA,^F - 3� r, Fitter Fabric to seat pipe of pavement, with a Casing diameter to be no less than 4". Once service line is AKEN B" A VERIFIED LABORATORY PIPE 3• INCHES PER LIFT PROVIDED IN BACKFILL DFTAILS FCR PAVED AND UNPAVED i7 .-I �I O 0-1installed, �I both ends of cash pipe shall be sealed to prevent debris entering F P P of Meter Box,g 2) ALL TESTS SHALL BE COMPLETED AND MEET MINIMUM DENSITY REQUIREMENTS PRIOR -C ADDITIONAL BACK-FILUNG SEE BEDDING DETAIL SELECT COMMON FI_L TO '•.••%%= LOCATIONS RESPECTIVELY. STANDARD 111(({ E%IsrILyc UTILITY TRENCH DEP-4 =� a c'� y .� penetrations Customers Gate Valve casing. 3 ALL BACKFILL MATERIA_ REQUIRES APPROVAL EVE_ ONE (1) FOO ABOVE �•,"" ,•'� PIPE IN 6'• COMPACTED LIFTS 2) BEDDING MATERIAL SHALE BE FDOT $57 STONE IF BELOW THE SEASONAL LOW GROUNDWATER TABLE OR FDO7 89 STONE, o = `-' - Meter Connectors MATERIAL SPECIFICATIONS BY PROEM ENGINEER I •VARIES TRENCH WIDTH FOOT 1131 OR 1y132 SOREENIVG IF ABOVE THE sEAsoNAL LOW' GROUNDWATER TABLE. Z c) y t7 Meter 1. TAPPING SADDLES: Shall be Stain ess Steel with S.S. Straps and Bolts. **"'* CONTRACTOR SHALL UTUZE BEST METHODS AND PRACTICES TO * TRENCH AC -H PPE C.D. + 1'- 0" OR 36- 'WHICHEVER IS GREATER. � 1'+1 SUBMITTED FOR REVIEW AND APPROVAL. City AWWA approved Wlt'I 1" Or 2" FIP Thread pattern. CONTROL GROJND WATER DURING ENTIRE EXCAVATION, INS-AUADON, BACKFlL AND COMPACTION. INSTALLATION 0= =1PEUNE N WET ANC/O4 FLOODED TRENCH IS NOT ACCEPTABLE. PROPER BEDDING AND NOTES: 1) ALL PROC-OR AND DENSITY TESTS SHALL EE 3) ORDINANCE 82-91 REQUIRES A R.O.!'. PERMIT FOR ALL WORK W1 -1 -ION PUBLIC ROADS. -HE R.O.W. PERMIT REQUIREMENTS SHALL SUPERSEDE THIS DETAIL MINIMUM CLEARANCE HDPE C4RR0=R PIPE USE 47 THE PER PIPELNE DISCRE-IQ. � C_ -TY UTILITY ENGINEER r � � Curb Stop 2. CORPORATION STOPS: Shall be BRASS=(1" CCT Pack Joint W/Locking Wings) NOT 3E IN YET AND/OR FLOODED TAKEN BY A CERTIFIED LABORATORY ARATIONSECTION v1 1 COMPACTION CAN .ACCOMPLISHED RENCH. 2) ALL TESTS SHALL BE CCM-I.E-EC AND MEET MINMLIJ 5)CITY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND /NCLUOMG THE UNDERGROUND ISOLATION VALVE PRECEDING THE DETECTOR ASSEMBLY. IN . )ERB PRCPOSED HCD ALIGKMENr c� ERK 1 ' " 'sd C*) y 2" IPE X Pack Joint W Lockin Wings) yJ j j ( W/Locking 9 ) � 0EN''7" REQUREMEV-5 PRIOR TO ADDITIONAL =ROFILL j 7)ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM EDGE 9-- SLAB, AND PROVIDE A 3' ACCESS OPENING. 1.b 3. CURB STOPS: HEAPEC BACKFILL NO TAMPING BACK-9LLING 7 VERTICAL MINIMUM CLEARANCES Or l_ ►b` 9)FOR 2' AND 3' FIRE SYSTEM DETECTDR CHECK ASSEMBLY 1//D FIRE HYDRANT DOWNSTREAM DETAIL DWG., SEE 2' AND 3' FIRE SYSTEM DETECTOR DWG Shall be BRASS 1" NPT X Pock Joint W Locking Wings ) 2" NPT X Pack TT 3) ORDINANCE 82-91 REQUIRES A R.O.W. PERMIT FOR ALL WORK WHIN PJBUC ROADS. -HE R-O.W. PERMIT REOUIR-7aEJJTS SHALL SUPERSEDE THIS DE-AJL * s** CONTRACTOR SHALL JTILZE BEST METHODS AND PRACTICES TO -RUL 'RATER HDD INSTALLATION NOTES: > I� ly y Joint W�ocking Ings ) 4. TUBING: Shall be POLYETHYLENE, AWWA C-901, PE 4710, SDR 9-200 & Purple In 12 -TS •*•*• CONTRACTOR SHALL UTILIZE BEST METHODS AND-RACTI:ES TO CON GROUND DURING ENTIRE EXCAVATION, INSTAL -LION, BACKFILL AND COMPACTION. INSTALLATION O` PIPELINE IN WET AND/GR 1. ALL HDD INSTAUA-IGH ACTflIT-tom SAW. BE IN AC�R0.44CE *UH TAE w 6-4 1�. color. Tubing sizes shall be 2" for long side, 1 1/2" for short side, and 2" U= O NEATER CURING ENTIRE EXCAVATION. INSTALLATION, CONTROL AND COMPACTION. BACK=ILL AND COMPACT ON.INS'AUJITON OF PIPEJNE IN WET A\D/OR FLOODED TRENCH IS NOT ACCEPTABLE. PROPER BEDDING AND COM?ACTION CAN \O- BE ACCOMPLISHED IN WE AND/OR FLOODED FLORIDA D.G.T. UTILITY ACCOMMOCA'GNS MANUAL AND THE CIT! 5. CASING DIAMETER SHALL BE IN ACCORDANCE WITH THE UTILITIES STANDARDS, TECHNICAL S'EC1=IC IONS. ►+ I�, l� V , for short side If a 1-1/2" or 2' meter exists Short side. 1 12' I 1 FLOODED TRENCH IS NOT ACCE=TABLE. PROPER BEDDING AND COMPACTION CAN NOT BE ACCOMPLISHED IN INET AND/OR FLOODED TRENCH. TRE\CH. *,•** INSTALLATION OF ANY WATER, WASTEWATER, OR RECLAIM 'WAITER LINE REQUIRED TO PASS UNDER OR TRENCHING CAUSING UNDERMINING OF z. _FF ccNTRAC-ORA3ENIC SHALL RESNATION = H NOTI LITIES OF 7. NO sFAL�s REQUIRED. AFFECTED AGENCIES AND COORDINATION WITH ALL U'TU11E5 PPoOR TO CONSTRUCTIOK. e- Auc4' 40' B-AMN VALVE AND END CF CASING. 3. ALL CONSTRUCTKI. MATERIALS, INCLUDING DRILLING FLUID, SHALL BE DIS-ATIO LESS 40' NG 1 S-tA-ES APPROVAL OF 1 THE aIN IENGPI NOT IvcLUDE Ti 5. LOCATING: All service laterals shall have a 3M Magnetic Markin Ball at the -% �✓ g g Q� 9 Q Q Q I_(x7J� r service saddle and tracer wire from the water main Tap t0 the meter. PIPE SEE BEDOINt, DETAI, I •*s+• INST.aL�4ilON Cf ANY WATER, WASTEWATER, OR RECLAM WATER ANY EXISTING CONCRETE CURB, GUTTER, OR SIDEWALK; TUNNEUNG UNDER IS NOT ALLOWED, ANY AFFECTED CONCRETE CU36, GUT�R, OR SDEWALK REMOVED FROV TFE SITE -RIOR TO RESTORATION OF 5EfURBEC BRANC10N. NG, ARS eRnN�Es,rEEs m THE PPI�G BE -WEEN VALVE MC ENS OF CASING. � � ,.y 2" MIN. #57 STONE �- VARIES U\E REQU RED TO PASS UNDER OR TRENCHING CAUSING „ND=RNINAG OF - - N ND- R ANY EXISTING CONCRETE CURT, GUTTER, 0 R SIDEWALK- TUNNELING .. _ CURB, GUTTER, CR SIDEWALK c - CLEANLY REMOVED A AFF" 5 FT 6'-INIMUM SHAL_ BE C..EA ALL SECTION_ ..TED. ). = FULL BACKFILL AND =ROPER COMPACTION PERFORMED, CONCRETE a + ' - ALL RESTORATION WORK SHA.11 � IN ACCORDANCE Yll !1 THE CTY - urILDIFs srAVDARO urwuu. 9. VALVES AT RE EUI OF HE HCD AND CASING FOR FM+rll e� F-4 y IS NCT ALLOWED. ANY AFFECTED CONCRETE S1 AL_ BE CLEANLY R=MOVED (ALL SECT ONS AFFECTED, 5 =T MINIMUM), REPLACED REQUIRING A MINIMUM OF 5 FT BETWEE\ EXPANSION 0!N S. THE TDD ARE REQUIRED FOR NUMBERED coLNTY 5. EXCAVATIONS S -A -LL BE RESTORED IN ACCORDANCE WITH THE ROADS, STA -E ROADS MD AT INTERSECTIONS NIT" 1 y .{� 6. METER BOXES: ALL METER BOX & COVERS SHALL BE PURPLE IN COLOR. FULL BACKFILL AND PROPER COMPACION PERFORMED, CONCRETE CRY L-IUTIEs STANDARD MANUAL AND STANDARD NLWBIFFI COUNTY ROADS AVD STATE ROADS, DETAILS. O I-► •, - NO METER INSTALLATIONS SHALL BE INSTALLED TRAFFIC BEARING LOCATIONS! OPEN TERRAIN REPLACED REQUIRING A, MINIMUM 0= 5 FT BETWEEN EXPANSK)N JOINTS. - l :0 - 3/4"& 1" METERS REQUIRE A BROOKS CARSON #1324 PLASTIC METER BOX "PURPLE" T®1 )]if1II CDN1Tf141E4 1mOKM BTRUM DE. D MIN W#Gnam �1L PRI"M sTINDTRDB EQUIL 7" DR 796 DE'T1d fT116[71'I.R® NL%MM STIMMms. DMGN 6/Gu�S Sam Pw%l" S7dtm4Fil8 BpDil ro =R T7HS DEr•Tr oonsTrnnsS I ENGUM sr1MM IP Tr657cN BNCE1� rn..i PPDYIDI srANDAUS EgUAL TO OR 77,>SDTIfbIJIMDI4IL.RMI1 ImmlD9 ar>.1mllma. n161C1f IILTIDIILe.4 KITE l9=Ton BTIT HgQIL TD I8 CRITTER 79TH T7�- � r � I SIO Z - 1.5" & 2" METERS REQUIRE A BROOKS CARSON #1730 PLASTIC METER BOX "PURPLE" Caum THIN Tom. GMT= THTR 79651. GMUR ]KIN THM& � by L� LV 1My lFw1�1 NOTE: ANY VALVES, FITTINGS, PRESSURE/CONTROL DEVICES, SUB -METERS LOCATED DOWNSTREAM OF CITY WATER METER DEPICTED ON THIS DWG. SHALL BE OWNED AND MAINTAINED BY PROPERTY FOR: UTILITIES DEPARTMENT CITY OF NAPLES FOR: UTILITIES DEPARTMENT CITY OF NAPLES FOR: UTILITIES DEPARTMENT CITY OF NAPLES FOR: UTILITIES DEPARTMENT CITY OF NAPLES DATE: JAN. 2016 TYPICAL HORIZONTAL DIRECTIONAL SHEET: U-11 DATE: JAN. 2016 BACKFILL - LIMEROCK, ROAD SHEET: U-Ol 201 DATE: JAN. 2016 SHEET: T:-02 BACKFILL - PAVED ROADWAYS' DATE: JA_N. 2016 SHEET: U-03 PIPE BEDDING & BACKFILL DRAWN: DAG AYC OPEN TERRAIN DIR: UTILITIES DRAWN: DAG AMH DIR: UTILITIES DRAWN: DAG AiHII DTR: UTILITIES DRAWN: DAG/AMH DRILL UNDER A ROADWAY DIR: UTILSTDs�UTILSTDss OWNER SCALE: N.T.S. 380 RIVERSIDE CIRCLE, NAPLES, FLORIDA, 34102 DWG. U-O1-16.DTiG SCALE: N.T.S. 380 RIVERSIDE CIRCLE, NAPLES, FL 34102 DWG. U-02-16.D1fG SCALE: Iti.T.S. 380 RIVERSIDE CIRCLE, NAPLES, FL. 34102 DWG. U-03-16.DWG SCALE: N.T.S. 3130 RIVERSIDE CIRCLE, NAPLES, FL. 34102 DWG. U-11-16.Dwr- TL'P LIF PAV£M,ENT OR FINISHED GRADE "Is c4p ds pwqvy 'SVS' Caor Coded for 3,9' MIN, I CWGter,Se.er,Re�se) TELESCa-E TrPE 4DJi1ST4BLE VAL V£ BOX. NEITE, VAL VE BOX I RISER SMALL ACT BEAR OV VALVE OR PIPE. LFERATLSG WJT AOT TG EXCEED X' LEEP CEXTENSILM TD R PIW,I.J. - FITTINGS TO BE WRAPPED I �-ASTIC PR3R TD CONCRETE TIiRtIST BLOCK -YPICA. APPLl ATIDY F'iR N3- RESTR4ItE7P-PE SYSTEMS ANII WHERE CONNECTED ILD E%ISTUG PC 6 CI PIPES TOP OF PAV£.MENT OR FLVISHED GRADE 1 Nab- [ 87AFUtU D om um SrANlIBRS SXQUA TO 02 STAIIDIRD6 ZQUIl M m c6ETr1R r1txN 77456 FOR: DATE: JAN. 2016 DRAWN: DAG/AMH SCALE: N.T.S. RAW 'MATER (WHITE) BYPASS TO BE SIZED BY DESIGN ENGINEER TO PROVIDE A MINIMUM OF DOMESTIC FLOWS. \ HOWEVER THE MINIMUM SIZE SHALL BE 2" W v" 6 X 6 i O/10 WELD 0 TAPPING SLEEVE BADGEF •.� b & STRAINE VALVE r rd i1j co y CITY'S RESPONSIBILITY 2 64 V � BADGER COMPOUND SERIES METER AND 0 STRAINER WITH ELECTRONIC READ PACKAGE DEBRIS CAP as iW'gbY I-4 y 3M MAGNETIC MARKER GATE , VALVE1 VALVE() SWS' Color Coded for 30' MIN. CW¢ te,,Se.er;Reuse; (18" - 36" BELOW FIN. GRADE) b Q Cn F•- VAL-MATIC AIR RELEASE WITH CORP. STOP p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 I j TELESCDWE TYPE ADJUSTABLE Z txj y ✓� " VALVE BOX NOTE, VALVE BDX TEE/ `l y M.J. 45 W \_ RISER SHALL ATILT BEAR CNV VALVE OR PIPE. r7 �'�, y FL 45-90 DEG. ELBOW O OPERATING NOT MIT TG EXCEED 30'� WRAP FITTING WITH 4MIL MIN z�a b 3M MAGNETIC MARKER PLASTIC PRIOR TO DEEP CEXrENSIVIV TD BE P/AIMED). MAIN SIZE PER �v C� (OVER ALL UNDERGROUND F. ArOUSTN CNC. FNDN. (TYP. ) UTILITY PLAN FITTINGS 16'-3&'D)PA IANCKW PACKED 157 STONE T i+ �•y 4' WIDE, 6' THICK REINFORCED DOUBLE CHECK OR RPZ DETECTOR ASSEMBLY, C UI�DESTURBED Qt0.ND W C4 v1 AND BACKFLOW DEVICE UL LISTED/FM APPROVED, FOR FIRE SERVICE e �SU-PORT BRICKS AS REQUIRED BY CITY ORDINANCE TYPICAL APPLICATION FOR NEW RESTRAINE7 P'FE SYSTEMS O N _ %lEl'i r� 6'X18X18' CLTMCRETE COLLAR SEE VALVE PAD DETAIL TYPICAL IV -LIVE VALVE (if A TER/SEWER/R E USE ) 380 RIVERSIDE CIRCLE, NAPLES, FL. 34102 FIRE HYDRANT (RED) RECLAIMED WATER (PURPLE) � I POTABLE WATER SANITARY FORCE MAIN IRRIGATION WATER {BLUE) {GREEN} (PURPLE) a -- . ' a v .~ IRR . • ` • • • O • - �l y • _ 2" DIAM. BRONZE DISC. ANCHORED IN CONCRE-E MAIL\ " VALVE TYPE MAIN SIZE OF MAIN TURNS OF -URNS TO OPEN OPEN tl/I�VALVE OPEN DIRECTION CO. VALVE MANUFACTURER f -----YF-AR INSTALLED VALVE PAD DETAIL 71iA4 ➢87AIL L9K'SI77U1'HS INULIN S SHA F OVM1N STAKII)A S 38AI.L PRa9IDE s71xDlrros EON TO aR CIIEA7IC8 THA.. ra1s6 FOR: UTILITIES DEPARTMENT CITY OF NAPLES DATE: JAN. 2016 VALVE PAD DETAIL SHEET: U-15 DRAWN: DAG AMH ` DIR: tTILSTDS SCALE: N.T.S. 380 RR'ERSIDE CIRCLE, NAPLBS, FL. 34102 DWG. U-15-16.DIfG REDUCED PRESSURE BA/I`FLOW ASSEMBLY, SUPPUED WITH AMMONIA& CHSLOARIINE RL ISTANTAS SEATS AND SILICONE Rl REQUIRED BY CITY ORDINANCE AND AWWA M-14. AWWA AND USCFCCCHR APPROVED. GLANDS ( TYP. ) BOLLARDS (TYP.) ETES: GATE VALVES (1) AND (2) ARE THE SAME VALVES IN ALL VIEWS. THE BACKFLOW ASSEMBLY SHALL BE ASSEMBLED AFTER GATE VALVE (2). 1 WNERS RESPONSIBILITY WHEEL TYPE RS GATE VALVE (TYP.) 45-90 DEG. ELBOW BOLLARDS (TYP.) J)IHIS ASSLMbLY IS HtItLdIIILL) FUK UUME5I1(: StKVIUL UNLY. m r`ll Z-141trt 4)AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQJIRING CONTINUOUS WATER UTILITY PLAN SERVICE MAY WISH TO INSTALL PARALLEL UNITS OR FULL SIZE BYPASSES TO PREVENT SERVICE INTERRUPTIONS. 5)BACKFLOW UNITS REQUIRE INITIAL CERTIFICATION BY CITY OF NAPLES WATER DEPARTMENT (Backflow Division) 6)BYPASS LINE SHALL BE USED ONLY DURING REPAIR, TESTING, MAINTENANCE, REPLACEMENT, OR EMERGENCY CF THE DOMESTIC METER/BACKFLOW ASSEMBLY 7)CITY WILL REQUIRE DEDICATION OF ALL ABOVE GROUND MATERIAL AND EQUIPMENT BACK TC THE CITY WATER MAIN. 8)ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPENING. 9)ALL ABOVE GROUND PIPING INCLUDING ASSEMBLY WILL BE PAINTED RUSTOLEUM FEDERAL SAFETY BLUE OR AS PER CITY ORDINANCE 66-66H 10)PROVIDE LINE SIZE GATE VALVE AT HOT TAP TO CITY WATER MAIN T YPICAL SEE VALVE DETAIL VALLEY GUTTER OR EDGE OF PAVEMENT 1 w I-4 y 3M MAGNETIC MARKER o n y i ooil (18" - 36" BELOW FIN. GRADE) •� Q Cn F•- p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 M �Al y y ✓� " r, TEE/ d y M.J. 45 W \_ :0 r7 RETAINER GLANDS SUPPORT VATERMAIN d O WRAP FITTING WITH 4MIL MIN z�a b ►r�i PLASTIC PRIOR TO x MAIN SIZE PER a CONCRETE POUR 15 CNC. FNDN. (TYP. ) UTILITY PLAN FULL LENGTH OF METER ASSEMBLY En 4' WIDE, 6' THICK REINFORCED DOUBLE CHECK OR RPZ DETECTOR ASSEMBLY, 6 X 6 10/10 WELDED WIRE MESH 3/4' BYPASS METER SUPPLIED WITH AMMONIA & CHLORINE RES- ISTANT SEATS AND SILICONE RUBBER SEALS. ta AND BACKFLOW DEVICE UL LISTED/FM APPROVED, FOR FIRE SERVICE CDINSTALLATION AS REQUIRED BY CITY ORDINANCE AND AWWA M-14. %lEl'i r� v � 1 N z4 ax hl 1O t11 b t-1 t?j Cly an "3t 0 p 0 Mo� GC D-° U 'r~ y CITY OF NAPLES SHEET: U-14 DIR: UTILSTDS 4 DWG. U-14-16.DWG INCLUDING UNDERGROUNDI2' SPOOL PIECE i STEM & RESILIENT SEAT (TYP) RECLAIMED WATER (PURPLE) � I POTABLE WATER SANITARY FORCE MAIN IRRIGATION WATER {BLUE) {GREEN} (PURPLE) a -- . ' a v .~ IRR . • ` • • • O • - �l y • _ 2" DIAM. BRONZE DISC. ANCHORED IN CONCRE-E MAIL\ " VALVE TYPE MAIN SIZE OF MAIN TURNS OF -URNS TO OPEN OPEN tl/I�VALVE OPEN DIRECTION CO. VALVE MANUFACTURER f -----YF-AR INSTALLED VALVE PAD DETAIL 71iA4 ➢87AIL L9K'SI77U1'HS INULIN S SHA F OVM1N STAKII)A S 38AI.L PRa9IDE s71xDlrros EON TO aR CIIEA7IC8 THA.. ra1s6 FOR: UTILITIES DEPARTMENT CITY OF NAPLES DATE: JAN. 2016 VALVE PAD DETAIL SHEET: U-15 DRAWN: DAG AMH ` DIR: tTILSTDS SCALE: N.T.S. 380 RR'ERSIDE CIRCLE, NAPLBS, FL. 34102 DWG. U-15-16.DIfG REDUCED PRESSURE BA/I`FLOW ASSEMBLY, SUPPUED WITH AMMONIA& CHSLOARIINE RL ISTANTAS SEATS AND SILICONE Rl REQUIRED BY CITY ORDINANCE AND AWWA M-14. AWWA AND USCFCCCHR APPROVED. GLANDS ( TYP. ) BOLLARDS (TYP.) ETES: GATE VALVES (1) AND (2) ARE THE SAME VALVES IN ALL VIEWS. THE BACKFLOW ASSEMBLY SHALL BE ASSEMBLED AFTER GATE VALVE (2). 1 WNERS RESPONSIBILITY WHEEL TYPE RS GATE VALVE (TYP.) 45-90 DEG. ELBOW BOLLARDS (TYP.) J)IHIS ASSLMbLY IS HtItLdIIILL) FUK UUME5I1(: StKVIUL UNLY. m r`ll Z-141trt 4)AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACIUTIES REQJIRING CONTINUOUS WATER UTILITY PLAN SERVICE MAY WISH TO INSTALL PARALLEL UNITS OR FULL SIZE BYPASSES TO PREVENT SERVICE INTERRUPTIONS. 5)BACKFLOW UNITS REQUIRE INITIAL CERTIFICATION BY CITY OF NAPLES WATER DEPARTMENT (Backflow Division) 6)BYPASS LINE SHALL BE USED ONLY DURING REPAIR, TESTING, MAINTENANCE, REPLACEMENT, OR EMERGENCY CF THE DOMESTIC METER/BACKFLOW ASSEMBLY 7)CITY WILL REQUIRE DEDICATION OF ALL ABOVE GROUND MATERIAL AND EQUIPMENT BACK TC THE CITY WATER MAIN. 8)ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPENING. 9)ALL ABOVE GROUND PIPING INCLUDING ASSEMBLY WILL BE PAINTED RUSTOLEUM FEDERAL SAFETY BLUE OR AS PER CITY ORDINANCE 66-66H 10)PROVIDE LINE SIZE GATE VALVE AT HOT TAP TO CITY WATER MAIN T YPICAL SEE VALVE DETAIL VALLEY GUTTER OR EDGE OF PAVEMENT 1 w I-4 y 3M MAGNETIC MARKER o n y i ooil (18" - 36" BELOW FIN. GRADE) •� Q Cn F•- p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 M �Al y y ✓� " r, TEE/ d y TAPPING SADDLE :0 r7 I� SUPPORT VATERMAIN 0 O WRAP FITTING WITH 4MIL MIN z�a b PLASTIC PRIOR TO x a CONCRETE POUR CNC. FNDN. (TYP. ) FULL LENGTH OF METER ASSEMBLY En 4' WIDE, 6' THICK REINFORCED DOUBLE CHECK OR RPZ DETECTOR ASSEMBLY, 6 X 6 10/10 WELDED WIRE MESH 3/4' BYPASS METER SUPPLIED WITH AMMONIA & CHLORINE RES- ISTANT SEATS AND SILICONE RUBBER SEALS. BOTTOM OF BREAKAWAY FLANGE NOT TO EXCEED 3' TO 6' MAX, ABOVE FINAL FINISHED GRADE, 3M MAGNETIC MARKER (18" - 36" BELOW FIN. GRADE) r l�j I-4 y FOR 2" AND 3" FIRE SYSTEM DETECTOR CIO n y i ooil ` Q Cn F•- p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 I �Al zW y o N b -I THRUST d t BLDCK :0 r7 SUPPORT VATERMAIN UTILIZE MJ FITTINGS AS REQUIRED TO PROVIDE PROPER ELEVATIONS. LIMITED SPACE REQUIREMENTS MAY REQUIRED USE OF 90 DEGREE BENDS - USE OF 90'S SHALL BE BY APPROVAL OF CITY REP, ONLY, ADDITIONAL THRUST BLOCKS MAY BE REQUIRED, PL UG DRAIN OPENING BEFORE. INSTALL ATION, 1, MIN. ALL MJ FITTINGS SHALL UTILIZE RESTRAINT GLANDS (MEGA -LUG, OR GRIP RING) .� .O. W. LINE TRAFFIC BREAKA WA Y FLANGE 6' THICK X 24' SQUARE CONCRETE BREAK AWAY SLAB WEL L COMPAC TED FIL L CITY OF NAPLES POTABLE WATER FIRE HYDRANT REQUIREMENTS: 1) All Hydrants installed on City Water Mains shall meet AWWA C-502-85 (latest revision) & AWWA Manual M-17 for Dry Barrel Fire Hydrants. 2) All Hydrants shall carry AWWA recommendations for uniform color scheme as per Federal St2ndard 595A. All City of Naples Fire Hydrants shall painted RED and meet F.S.595A. 3) In addition to meeting AWWA, City hydrants shall be UL,'FM approved (2) 2-i/2"hose nozzles; and equipped with (1) 4-1/2" pumper nczzle; 5-1/4" diameter main valve. Shoe interior and exterior shall be coated wit 8 mil epoxy. Pumper nozzle and hose nozzle caps shall be Secured with chains. 4) Final landscaping elevation/grade shall be a minimum 3" and maximum of 6" MAX. to the bottom of breakaway flange. All fencing, or other obstructions "all not be placed closer than 3' from hydrant to allow free unrestricted access. ; asr AWWA M17 and appropriately ppropriately color 5) Upon Hydrant installation, Hydrant shall be flow test coded per Federal Standard 575A.6) 6) Manufacture year must be cast on barrel. -eel (SS) with SS hardware at City Engineer's 7) All Potable Water Tapping Saddles shall be Stainless option. )oil allowed, including internal bonnet 8) Hydrants shall be lubricated with food grade grease, lubrication. I-4 1110,,,'' FOR 2" AND 3" FIRE SYSTEM DETECTOR ILL n y i ooil tv CHECK ASSEMBLY, SEE Q Cn F•- p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 I �Al zW I� � 1! � N b -I ao d x d t �!-a :0 r7 3AO p�g�� 0 O o `� z�a UTILIZE MJ FITTINGS AS REQUIRED TO PROVIDE PROPER ELEVATIONS. LIMITED SPACE REQUIREMENTS MAY REQUIRED USE OF 90 DEGREE BENDS - USE OF 90'S SHALL BE BY APPROVAL OF CITY REP, ONLY, ADDITIONAL THRUST BLOCKS MAY BE REQUIRED, PL UG DRAIN OPENING BEFORE. INSTALL ATION, 1, MIN. ALL MJ FITTINGS SHALL UTILIZE RESTRAINT GLANDS (MEGA -LUG, OR GRIP RING) .� .O. W. LINE TRAFFIC BREAKA WA Y FLANGE 6' THICK X 24' SQUARE CONCRETE BREAK AWAY SLAB WEL L COMPAC TED FIL L CITY OF NAPLES POTABLE WATER FIRE HYDRANT REQUIREMENTS: 1) All Hydrants installed on City Water Mains shall meet AWWA C-502-85 (latest revision) & AWWA Manual M-17 for Dry Barrel Fire Hydrants. 2) All Hydrants shall carry AWWA recommendations for uniform color scheme as per Federal St2ndard 595A. All City of Naples Fire Hydrants shall painted RED and meet F.S.595A. 3) In addition to meeting AWWA, City hydrants shall be UL,'FM approved (2) 2-i/2"hose nozzles; and equipped with (1) 4-1/2" pumper nczzle; 5-1/4" diameter main valve. Shoe interior and exterior shall be coated wit 8 mil epoxy. Pumper nozzle and hose nozzle caps shall be Secured with chains. 4) Final landscaping elevation/grade shall be a minimum 3" and maximum of 6" MAX. to the bottom of breakaway flange. All fencing, or other obstructions "all not be placed closer than 3' from hydrant to allow free unrestricted access. ; asr AWWA M17 and appropriately ppropriately color 5) Upon Hydrant installation, Hydrant shall be flow test coded per Federal Standard 575A.6) 6) Manufacture year must be cast on barrel. -eel (SS) with SS hardware at City Engineer's 7) All Potable Water Tapping Saddles shall be Stainless option. )oil allowed, including internal bonnet 8) Hydrants shall be lubricated with food grade grease, lubrication. CAI C ty FINISH GRADEon R.O.W. LINE In � y � Q ROADWAY ASPHALT PAVING CONC. SIDEWALK ZMa FILTER FABRIC D, ZX 1 z Y `4 x/\ \ / / - 7„ y 'god a�� 30" min. cover in 4 PV O ,.z �M . Sch. 0 C �x Zxly�fm, casing pipe if required. (See Notes) 2" MIN. #57 STONE y 3M MAGNETIC MARKER b TRACER WIRE CO OTABL NOTES: WATER Service Saddle MAIN "FORD" connectors C84-44 & C84-77 Nil be used for multi -service. Successive With Corp. Stop taps into Water Main will be no closer than 12" apart. All Casing Pipe (where d-3 Filter Fabric to seal pipe required by Engineer) shall extend a minimum of 2' beyond the edge of l.=7 n penetrations of Meter Box, pavement, with a Casing diameter to be no less than 4". Once service line is cn Customers Gate Valve installed, both ends of casing pipe shall be sealed to prevent debris entering tC Meter Connectors casing. b Meter MATERIAL SPECIFICATIONS Ili y Cu btStop 1. TAPPING SADDLES: Snall be Epoxy Coated Ductile Iron with S.S.Straps and Bolts. AWWA approved with 1" or 2 FIP Thread pattern City prefers ALL S.S. l } 2. CORPORATION STOPS: Shall be BRASS (1" CC THREAD X Pack Joint W/Locking Wings) (2" Iron Pipe X Pack Joint W/Locking Wings) r" 3. CURB STOPS: Shall be BRASS ('" NPT X Pack Joint W/Locking Wings ) CZ tZI ( 2" NPT X Pack Joint W Locking Wings ) t..XJ 4. TUBING: Shall be POLYETHYLENE, AWWA C-901, PE 4710, SDR 9-200 & blue in rz tb: color. Tubing sizes shall be 2" for long side, 1 1/2" for short side, and 2" N, r ty JI I'� A l'��1, A I'� 1 I'� for short side if a 1-1/2" or 2" meter exists short side. I 2"AMS IN. #57 STONE 5. LOCATING: All service laterals shall have a 3M Magnetic Marking Ball at the C d service saddle and tracer wire from the water main to the meter. :0 ' = Q 6. METER BOXES: • ,'�� 5/8" & 3/4" METERS REQUIRE A CARSON #1419 PLASTIC METER BCX (MAINLY USED IN NONTRAFFIC AREAS) :-3 5/8" & 3/4" METERS REQUIRE A CARSON #B1324 CONCRETE BOX W/TRAFFIC RATED LID (USED IN TRAFFIC AREAS) 1" METERS REQUIRE A CARSON #1324 PLASTIC METER BOX (MAINLY USED IN NONTRAFFIC AREAS) w> 1 Z 1" METERS REQUIRE A CARSON #61324 CONCRETE BOX W/TRAFFIC RATED LID (MANLY USED IN TRAFFIC AREAS) nb 1.5" & 2" METERS REQUIRE A CARSON #1730 PLA =TIC METER BOX (MAINLY USED IN NON -TRAFFIC AREAS) r 1.5" & 2" METERS REQUIRE A CARSON #B1730 CC.,,,CRETE BOX W/TRAF=IC RATED LID ( USED IN TRAFFIC AREAS) t=1En NOTE: ANY SUBMETERS DOWNSTREAM OF METER _ _pICTED ON TH S DWG. SHA -L BE OWNED AND MAINTAINED BY DEVELOPER ' `,,111111 1j1 � A� : ,``11111 1110,,,'' FOR 2" AND 3" FIRE SYSTEM DETECTOR ILL Z t� .�O�p tv CHECK ASSEMBLY, SEE Q Cn F•- p 2" AND 3" FIRE SYSTEM DETECTOR DWG 0 rvJ ,` ✓ , c" `<d ,',,,'•/111113`1```` IlY C 47 cp Cez y oT7 I!2 r7 3AO p�g�� O � x z�a BOLLARDS ( TYP. ) CNC. FNDN. (TYP. ) FULL LENGTH OF METER ASSEMBLY 4' WIDE, 6' THICK REINFORCED DOUBLE CHECK OR RPZ DETECTOR ASSEMBLY, 6 X 6 10/10 WELDED WIRE MESH 3/4' BYPASS METER SUPPLIED WITH AMMONIA & CHLORINE RES- ISTANT SEATS AND SILICONE RUBBER SEALS. ta AND BACKFLOW DEVICE UL LISTED/FM APPROVED, FOR FIRE SERVICE CDINSTALLATION AS REQUIRED BY CITY ORDINANCE AND AWWA M-14. AWWA & USCFCCC&HR APPROVED. L] '"3 'r~ y CITY'S RESPONSIBILITY -- OWNERS RESPONSIBILITY 1 ,?r - UP TO AND VAL-NATIO IR RELEASE WITH CORP. STOP FLANGED GATE VALVE WITH RISING INCLUDING UNDERGROUNDI2' SPOOL PIECE i STEM & RESILIENT SEAT (TYP) d VALVE PRECEDING j 12' SPOOL PIECE r � b DETECTOR ASSEMBLY Z C ;p - 3M MAGNETIC MARKER ALL UNDERGROUND LIG' O (TYPICAL) 9 'd `'1 (OVER A&=rAir ow AJTOVG? ►y DNISHED FITTINGS 18"-36'D) QVQ� Z m TAD CAI 01 / HOT TAP PER o UTILITY PLAN M.J. 45° W/RErAINER FIRE MAIN SIZE PER GLANDS (TYP.) UTILITY PLAN NOTES: C7bCn �' ISN x4 ?)ALL ABOVE GROUND PIPE WILL HAVE FLANGED END D.I.P. CLASS 51 ALL NUTS & BOLTS SHALL BE 316 STAINLESS STEEL. • • y 2)FOUR (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS y 1 C SUBMITTED FOR REVIEW AND APPROVAL. (0 O 0 3)AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO It PREVENT SERVICE INTERRUPTIONS. 00 I 4)BACKFLOW ASSY. WILL BE OWNED & MAINTAINED BY PROPERTY OWNER. 1 O CO Z 5)CITY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND /NCLUOMG THE UNDERGROUND ISOLATION VALVE PRECEDING THE DETECTOR ASSEMBLY. b 6)94CKFLOW UNIT REQUIRES INITIAL CERTN-CAPON BY CITY OF NAPLES WATER DEPARTMENT(Backflow Division). � t'~ 7)ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM EDGE 9-- SLAB, AND PROVIDE A 3' ACCESS OPENING. M B ALL ABOVE GROUND PIPING INCLUDING ASSEMBLY WILL BE PAINTED RUSTDLEVM FEDERAL SAFETY RED LIR PER CITY ORDINANCE 66-66H, 7 9)FOR 2' AND 3' FIRE SYSTEM DETECTDR CHECK ASSEMBLY 1//D FIRE HYDRANT DOWNSTREAM DETAIL DWG., SEE 2' AND 3' FIRE SYSTEM DETECTOR DWG CAI C ty FINISH GRADEon R.O.W. LINE In � y � Q ROADWAY ASPHALT PAVING CONC. SIDEWALK ZMa FILTER FABRIC D, ZX 1 z Y `4 x/\ \ / / - 7„ y 'god a�� 30" min. cover in 4 PV O ,.z �M . Sch. 0 C �x Zxly�fm, casing pipe if required. (See Notes) 2" MIN. #57 STONE y 3M MAGNETIC MARKER b TRACER WIRE CO OTABL NOTES: WATER Service Saddle MAIN "FORD" connectors C84-44 & C84-77 Nil be used for multi -service. Successive With Corp. Stop taps into Water Main will be no closer than 12" apart. All Casing Pipe (where d-3 Filter Fabric to seal pipe required by Engineer) shall extend a minimum of 2' beyond the edge of l.=7 n penetrations of Meter Box, pavement, with a Casing diameter to be no less than 4". Once service line is cn Customers Gate Valve installed, both ends of casing pipe shall be sealed to prevent debris entering tC Meter Connectors casing. b Meter MATERIAL SPECIFICATIONS Ili y Cu btStop 1. TAPPING SADDLES: Snall be Epoxy Coated Ductile Iron with S.S.Straps and Bolts. AWWA approved with 1" or 2 FIP Thread pattern City prefers ALL S.S. l } 2. CORPORATION STOPS: Shall be BRASS (1" CC THREAD X Pack Joint W/Locking Wings) (2" Iron Pipe X Pack Joint W/Locking Wings) r" 3. CURB STOPS: Shall be BRASS ('" NPT X Pack Joint W/Locking Wings ) CZ tZI ( 2" NPT X Pack Joint W Locking Wings ) t..XJ 4. TUBING: Shall be POLYETHYLENE, AWWA C-901, PE 4710, SDR 9-200 & blue in rz tb: color. Tubing sizes shall be 2" for long side, 1 1/2" for short side, and 2" N, r ty JI I'� A l'��1, A I'� 1 I'� for short side if a 1-1/2" or 2" meter exists short side. I 2"AMS IN. #57 STONE 5. LOCATING: All service laterals shall have a 3M Magnetic Marking Ball at the C d service saddle and tracer wire from the water main to the meter. :0 ' = Q 6. METER BOXES: • ,'�� 5/8" & 3/4" METERS REQUIRE A CARSON #1419 PLASTIC METER BCX (MAINLY USED IN NONTRAFFIC AREAS) :-3 5/8" & 3/4" METERS REQUIRE A CARSON #B1324 CONCRETE BOX W/TRAFFIC RATED LID (USED IN TRAFFIC AREAS) 1" METERS REQUIRE A CARSON #1324 PLASTIC METER BOX (MAINLY USED IN NONTRAFFIC AREAS) w> 1 Z 1" METERS REQUIRE A CARSON #61324 CONCRETE BOX W/TRAFFIC RATED LID (MANLY USED IN TRAFFIC AREAS) nb 1.5" & 2" METERS REQUIRE A CARSON #1730 PLA =TIC METER BOX (MAINLY USED IN NON -TRAFFIC AREAS) r 1.5" & 2" METERS REQUIRE A CARSON #B1730 CC.,,,CRETE BOX W/TRAF=IC RATED LID ( USED IN TRAFFIC AREAS) t=1En NOTE: ANY SUBMETERS DOWNSTREAM OF METER _ _pICTED ON TH S DWG. SHA -L BE OWNED AND MAINTAINED BY DEVELOPER ' `,,111111 1j1 � A� : ,``11111 1110,,,'' WN ILL Z Z Co�N .�O�p LLI co Q Cn F•- .> rvJ ,` ✓ , O VV � ,',,,'•/111113`1```` IlY W � cp V ID °' tD _ Z�� C-4 C 0 04 Q r w Och LM O cn u N o_ O NJ 8 uCn J LL CL ,O Oz WCS$ •IF Q :a N V 2 0 N 0 rw c VJ 2 o f w _j ego vJ $ U r. C M tJ SHEET tD V_ O 515 14 ai o N M J V o - m Z Z C ;++ � � E SDP -3.2 10 of 11 0 WN H .ON Z Q Cn F•- .> O 0 LL W IlY W � cp Q U Z O V_ SHEET tD V_ O 515 14 ai o N M J V o - m Z Z C ;++ � � E SDP -3.2 10 of 11 0 H .ON Z .> IlY cp cp CIO o z�a SHEET tD V_ O 515 14 ai o N M J V o - m Z Z C ;++ � � E SDP -3.2 10 of 11 N OO O DO O O W0 fir-' - --- -_-� -aim DAVIS BOULEVARD (SR -84) 100'-0" PUBLIC RIGHT -0F -WAY ° I UILDING #100 O N, ® I FOOTPRINT o tisoo I I o IN ° I I ° I IRKING GA I I FOOTPRII I L--, I O O L— I I _ I L--� I O IN O I I I O �S� L---� I O19, I O 2) 6'-0" HIGH CHAIN LINK SWING GATES ,.s oo`o Q J� --- -- --- --- I 0" HIGH CHAIN LINK CONSTRUCTION CONSTRUCTION FENCE ENTRANCE IN ctiT� �4-1 I 1z O �s� O O � O GENERAL NOTES: i O 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE O EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE AREAS. O THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. O 2. THE FOLLOWING MINIMUN REQUIREMENTS ARE RECOMMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL, FDER, PPS 6-301 TO 6-500). O O 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 O 3. THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF O REQUIREMENTS FOR SOIL EROSION CONTROL PER DIVISION 3.7 OF THE EROSION CONTROL GENERAL NOTES: COLLIER COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCE WITH 1. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO ENSURE THAT ANY WATER REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS. DISCHARGED FROM THE SITE DURING CONSTRUCTION SHALL MET OR EXCEED STATE WATER QUALITY STANDARDS. SPECIFICALLY, THE TURBIDITY OF DISCHARGED WATER O SHALL NOT EXCEED 29 NTU ABOVE THE BACKGROUND LEVEL. WATER QUALITY AND SILTATION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL EROSION CONTROL MEASURES ARE INSTALLED, ESTABLISHED AND ACCEPTED. C ROp,O RIGHT OF WAY 2' WHERE PLACED ALONG OFENCES BALES A ONG THEPROJECT PERIMETER TO PREVENT SEDIMENT INRUNOOF AND TURBOD WATER FROM LEAVING THE SITE. O P �vE�Nc O 3. SILT FENCES / ENVIROFENCE SHALL BE PLACED ALONG ALL PROPERTY LINES, ADJACENT TO O 000 O CONSERVATION TRACTS OR EASEMENTS, AND AROUND THE AREAS OF NATIVE VEGETATION. 0 0 0 0 0 0 0 0 0 SUCH BARRICADES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 000000000 O 0 O O O o O 0 o 4. ALL EXPOSED AREAS AT FINAL GRADE WILL RECEIVE SEED AND MULCH WITHIN 30 DAYS OF O 0 0 0 0 CONSTRUCTION PER F.D.E.P. "GUIDELINES FOR USING EROSION AND SEDIMENT CONTROL O O O p�`RED PRACTICES". • _ OO REQ o 0 0 5. THE CONTRACTOR MUST USE BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION 6" MINIMUM O 0 0 0 O O O TO MINIMIZE EROSION AND SEDIMNETATION AND TO PROPERLY MANAGE RUNOFF FOR BOTH O 0000 0 0 0 0 0 o 000000 O STORM WATER GUARANTY AND QUALITY. 0 O0 000000 00, O 00 6. BEFORE SITE DISTURBANCE OCCURS PERIMETER CONTROL, SEDIMENT TRAPS, BASINS,AND FDOT #1 O 00000000 DEVERSIONS SHOULD BE IN PLACE TO CONTROL RUNOFF AND CAPTURE SEDIMENT. COARSE 0000 AGGREGATE 00 7. INLETS TO STORM SEWERS SHOULD BE PROTECTED BY SUITABLE FILTRATION DEVICES DURING CONSTRUCTION TO KEEP POLLINATES FROM ENTERING CONVENIENT SYSTEM. GRAVEL CONSTRUCTION ENTRANCE B.M.P. 1.01 8. TEMPORARY SEEDING SHALL BE APPLIED TO AREA THAT WILL NOT BE BROUGHT UP TO FINAL GRADE FOR 14 DAYS OR MOR TO REDUCE EROSION IN SEDIMENTATION. FILTER FABRIC SILT FENCE INSTALLATION EXTRA STRENGTH FILTER FABRIC UPP—OR— PONDING PONDING HT RUNOFF L4' x 6' TRENCH I T ; 14, ` r-li- -� WITH COMPACTED =„ AYI yl - t7. BACKFILL '' I r� STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WALL NOT CONTRIBUTE SEDIMENT DFF–SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 1. Set Stakes 2. Excavate a 4" x 4" Trench 6 MO% Upscale Along The Line Of Stokes 1 4 q S �3 3. Staple Filter Material To Stakes 4. Backfill And Compact The And Extend It Into The Trench Excavated Soll Sheet FI< (Perspl Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) SPACING OF POSTS FILTER FABRIC TO BE 6-11OFEET APART MATERIAL HT. 2 MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC .% LLQ . -�'w ( LU OC Q- '0� 0 r O 36" HIGH MAX.-N,SIDE -eco' BACKFILLED TRENCH BEEN FASTENED TO THE POSTS PLACE THE END ' ,1111',`` ,= PCC2� 1111111, PONDING HT RUNOFF L4' x 6' TRENCH I T ; 14, ` r-li- -� WITH COMPACTED =„ AYI yl - t7. BACKFILL '' I r� STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WALL NOT CONTRIBUTE SEDIMENT DFF–SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 1. Set Stakes 2. Excavate a 4" x 4" Trench 6 MO% Upscale Along The Line Of Stokes 1 4 q S �3 3. Staple Filter Material To Stakes 4. Backfill And Compact The And Extend It Into The Trench Excavated Soll Sheet FI< (Perspl Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) SPACING OF POSTS FILTER FABRIC TO BE 6-11OFEET APART MATERIAL HT. 2 MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC ATTACHING TWO SILT FENCES STEEL OR ATTACH SECURELY THE MARE MESH WOOD POST TO UPSTREAM 36" HIGH MAX.-N,SIDE OF POST BACKFILLED TRENCH BEEN FASTENED TO THE POSTS PLACE THE END RUNOFF 9" MAX. A TRENCH AND BE SECOND FENCE (RECOMMENDED) �-� INSIDE THE END I+ COMPACTED STORAGE HT. 12" MIN. 12" MIN. PONDING HT RUNOFF L4' x 6' TRENCH I T ; 14, ` r-li- -� WITH COMPACTED =„ AYI yl - t7. BACKFILL '' I r� STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WALL NOT CONTRIBUTE SEDIMENT DFF–SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 1. Set Stakes 2. Excavate a 4" x 4" Trench 6 MO% Upscale Along The Line Of Stokes 1 4 q S �3 3. Staple Filter Material To Stakes 4. Backfill And Compact The And Extend It Into The Trench Excavated Soll Sheet FI< (Perspl Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) SPACING OF POSTS FILTER FABRIC TO BE 6-11OFEET APART MATERIAL FILTER FABRIC 2 MIN. FOR ADDITIONAL STRENGTH FASTENED TO THE ATTACHING TWO SILT FENCES FILTER FABRIC MATERIAL CAN J d' THE MARE MESH BE ATTACHED TO A 6–INCH (MAX) MESH WIRE SCREEN WHICH HAS 0 BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC MATERIAL SECURELY WN FASTENED TO THE ATTACHING TWO SILT FENCES POSTS OR IF USED J d' THE MARE MESH M < APPROXIMATELY 8 0 INCHES OF FILTER FABRIC MATERIAL PLACE THE END MUST EXTEND INTO POST OF THE A TRENCH AND BE SECOND FENCE ANCHORED WITH �-� INSIDE THE END I+ COMPACTED POST OF THE BACKFlLL MATERIAL FIRST FENCE Z 0 WOOD OR STEEL POST ROTATE BOTH :� POSTS AT LEAST 180 DEGREES IN RUNOFF �— A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 10 INCHES \� �� \ DIRECTION OF RUNOFF WATERS �ti' ': ��j ! `� APPROXIMATE f 4 -INCH BY + � 1 DRIVE BOTH POSTS ABOUT 10 4 -INCH TRENCH �� i ' INCHES INTO THE GROUND AND i BURY FLAP NORTH LINE TABLE LINE BEARING DISTANCE L1 I NOO°16'52"W 2.70' CURVE TABLE L CL RVF RADIUS DELTA LENGTH CHORD BEARING 0 30' 60' C, 40.30' 140`03'17• 98.51' 75.75 S19°08'04"W SCALE: 1 " = 30 OII SHEET O V d O Z 3 E La *- 0 0 li SDP -4 11 Of 11 WN J d' M < 0 how QU --i LLI J LAJ CLO Ln z Z 0 SHEET O V d O Z 3 E La *- 0 0 li SDP -4 11 Of 11 O Z :� V_ V_ C:I CD tD Lj 0 0 Z i M SHEET O V d O Z 3 E La *- 0 0 li SDP -4 11 Of 11