STAYBRIDGE SUITES INDEX OF DRAWINGS KEY WEST LEGAL DESCRIPTION VICINITY MAP N.T.S. SUBJECT PROPERTY STREETS MAP N.T.S. SUBJECT PROPERTY GENERAL NOTES 1. ALL ELEVATIONS SHOWN ARE NAVD 2. NAVD + 1.3' = NGVD - TO BE VERIFIED BY SURVEYOR 3. PUD LELY, A RESORT COMMUNITY 4. ZONED: PUD 5. ORDINANCE # 92-15; 15-39; RESOLUTION NO. 91-5; HEX NO. 2017-03 6. FOLIO #25910000751 7. BUILDING CONSTRUCTION TYPE (TYPE IIIB) 8. BUILDING(S) ARE/IS SPRINKLERED 8.1. REQ. FIRE FLOW = 6,000 GPM 8.2. 75% REDUCTION FOR SPRINKLERED = 1,500 GPM RECORD DRAWING (UTILITIES ONLY) TO INSUBSTANTIAL CHANGE TO SDPA-20170002458 SECTION 34, TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA FLOOR AREA CALCULATIONS FLOOR AREA, LDC FLOOR AREA, LDC, PARKING ONLY (FLOOR) AREA, BUILDING. FBC (FLOOR AREA) SQUARE FOOTAGE SEC 1.08.02 DEFINITIONS SEC. 4.05.04B.1, PARKING SPACE REQUIREMENTS DEFINITIONS, SEC. 502 IMPACT FEES, CODE OF LAWS, SEC. 74-108 69,732 SF. 73,305 SF. 80,825 SF. 76,252 SF. RESOURCE AREA SUBJECT PROPERTY COVER SHEET R-00.01 COLLIER COUNTY MIAMI FT.MYERS NAPLES TAMPA US 41 TAMIAMI TRAIL EVERGLADES CITY MARCO ISLAND NAPLES VANDERBILT BEACH ROAD SR 29 CR 846 SR 84 CR 951 I-75 GULF OF MEXICO STATE OF FLORIDA BONITA SPRINGS NORTH NAPLES NAPLES AIRPORT GOLDEN GATE TO MARCO ISLAND NAPLES AREA GULF OF MEXICO COVER SHEET GENERAL NOTES AERIAL AND FLUCCS MAP EXISTING CONDITIONS AND REMOVALS PLAN MASTER SITE PLAN MASTER DRAINAGE PLAN MASTER UTILITIES PLAN MASTER GEOMETRICS AND STRIPING PLAN PLAN AND PROFILE STA 0+00 - 4+21 CROSS-SECTIONS GRADING, PAVING, AND DRAINAGE DETAILS GENERAL AND POTABLE DETAILS WASTEWATER DETAILS NPDES POLLUTION PREVENTION PLAN AND DETAILS C-00.01 C-00.10 C-00.20 C-10.00 C-20.00 C-21.00 C-22.00 C-23.00 C-24.00 C-25.00 C-26.00 C-26.01 C-26.02 C-28.00 DESCRIPTION DWG. NO. 4365 Radio Road, Suite 201 Naples, Florida 34104 P: 239.434.6060 F: 239.434.6084 Company Cert. of Authorization No. 00009496 DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: JAW KLW 17-0052 JEFF L. DAVIDSON, P.E NO. 47161 ANDREW E. RATH, P.E. NO. 73996 RYAN A. WHITE, P.E. NO. 67400 JENNA A. WOODWARD, P.E. NO. 84212 SHEET NO: SHEET TITLE: PROJECT: REVISIONS CLIENT: DATE: REV. DESCRIPTION 09/2017 SDP & ERP FIRST SUBMITTAL STACEY DEVELOPMENT, LLC 3188 LEXHAM LANE ROCHESTER HILLS, MI 48309 (248) 703-2876 STAYBRIDGE SUITES REVISION SET 07/25/2018 COLLIER BOULEVARD LELY ISLAND CIRCLE TRIANGLE BLVD. 3188 LEXHAM LANE ROCHESTER HILLS, MI 48309 (248) 703-2876 PREPARED FOR CLIENT/DEVELOPER: STACEY DEVELOPMENT, LLC CELESTE DRIVE PREPARED FOR OWNER: STACEY DEVELOPMENT, LLC 3188 LEXHAM LANE ROCHESTER HILLS, MI 48309 (248) 703-2876 REVISED PER SFWMD ERP COMMENTS 09/22/2017 REVISED PER COLLIER COUNTY SDPA COMMENTS 10/02/2017 REVISED PER COLLIER COUNTY SDPA COMMENTS 11/22/2017 REVISED PER COLLIER COUNTY SDPA COMMENTS 01/03/2018 REVISED PER BUILDING/COURTYARD UPDATES 01/25/2018 REVISED PER BUILDING/COURTYARD UPDATES 04/09/2018
THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.
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"THE ON-SITE WATER AND/OR WASTEWATER FACILITIES ARE TO BE OWNED AND MAINTAINED BY THE PROJECT DEVELOPER AND/OR MASTER CONDOMINIUM/HOMEOWNER'S ASSOCIATIONS," OR OTHER COMPARABLE PRIVATE OWNERSHIP.
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NOTE: 1. THESE RECORD DRAWINGS SHOW THE WORK COMPLETED DURING CONSTRUCTION. THEY ARE BASED ON DATA FURNISHED BY THE PROJECT SURVEYOR AND THE ENGINEER'S OBSERVATION. 2. GRADES ARE FINAL LIFT.
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CONTRACTOR BACKFILL METHODOLOGY BASED ON INFORMATION PROVIDED BY THE CONTRACTOR, IN ACCORDANCE WITH COLLIER COUNTY ORDINANCE NO. 2004-31, SECTION 9.1.2, THE FOLLOWING METHOD OF BACKFILLING HAS BEEN UTILIZED FOR THIS PROJECT: (I) MECHANICAL SCREENING OF NATIVE BEDDING AND BACKFILL MATERIAL TO A MECHANICAL SCREENING OF NATIVE BEDDING AND BACKFILL MATERIAL TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (II) IMPORTING OF SELECT BEDDING AND BACKFILL MATERIAL TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (III) FULL-TIME INSPECTION DURING LAYING AND BACKFILLING TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (IV) CERTIFICATION BY A GEOTECHNICAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA THAT THE NATIVE OR EXISTING SOILS TO BE ENCOUNTERED DURING THE CONSTRUCTION OF THE UNDERGROUND UTILITY WILL BE SUITABLE FOR USE AS BEDDING AND FILL MATERIAL.
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UTILITIES ONLY
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TRACT 2R, CELESTE DRIVE REPLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 22, PAGES 9 AND 10, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
FIRE LINE POINT OF SERVICE 8" GATE VALVE AT COUNTY UTILITY EASEMENT LINE
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FIRE RISER STUB-OUT
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FDC
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CHECK VALVE
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PIV
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8"X6" TEE WITH GV AND HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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8" FIRE COMPACT DETECTOR CHECK ASSEMBLY (DESIGNED BY FIRE PROTECTION ENGINEER)
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PROPOSED WATER METER AND BACKFLOW WATER METER AND BACKFLOW ASSEMBLY TO BE SIZED BY COLLIER COUNTY AND INSTALLED BY CONTRACTOR
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746LF-8" PVC DR14 CL200 C900 FIRE LINE WITH 36" MINIMUM COVER
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86 LF-8" PVC DR14 CL200 C900 FIRE LINE WITH 36" MINIMUM COVER
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32LF-8" PVC DR14 CL200 C900 WATER MAIN WITH 36" MINIMUM COVER
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SAN M.H.-101 RIM ELEV = 8.54 INV SW = 2.80 INV SE = 2.70
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PROPOSED 6" GATE VALVE AT UTILITY 6" GATE VALVE AT UTILITY EASEMENT LINE ON EXISTING IRRIGATION MAIN PROVIDE MIN. 18" VERTICAL SEPARATION FROM STORM PIPE; REFER TO LA PLANS FOR CONTINUATION OF IRRIGATION MAIN
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PROPOSED C.U.E. C.U.E.
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SAN MANHOLE #100 EX. SANITARY MANHOLE TO BE CONVERTED TO DROP PER CCU DETAIL WW-4 EX. RIM EL. = 8.95 PROP. INV. IN (NW) = 2.53 EX. INV. OUT (SE) = -4.18
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REMOVE EXISTING 8" TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" WATERMAIN; USE OF GAP CONFIGURATION OR TBF AT THE OPTION OF FCD WITH TSP
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PROPOSED 8"X4" 8"X4" TEE & 4" GV
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(2) 750GAL GREASE TRAPS; SEE DETAIL SHEET C-22.00
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GREASE TRAP CLEAN-OUT
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[A]
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20LF 6" LATERAL AT 1.04% (MIN) AND SANITARY CLEAN-OUT
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[B]
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S
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S
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S
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SAN M.H.-102 RIM ELEV = 8.70 INV NW = 3.61 INV NE = 3.51
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SAN M.H.-103 RIM ELEV = 8.63 INV NW = 4.50 INV SE = 4.40
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84LF 6" LATERAL AT 1.04% (MIN)
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37LF 6" LATERAL AT 1.04% (MIN) W/CLEAN-OUT
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74LF 6" LATERAL AT 1.04% (MIN) AND SANITARY CLEAN-OUT
[A] - RIM ELEV = 8.50' - RIM ELEV = 8.50' RIM ELEV = 8.50' INVERT IN = 6.42' INVERT OUT = 6.22' [B] - RIM ELEV = 8.55' - RIM ELEV = 8.55' RIM ELEV = 8.55' INVERT IN = 6.21' INVERT OUT = 6.01'
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WS
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PROPOSED FIRE MAIN
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F
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SS
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IM
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EXISTING IRRIGATION MAIN
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WM
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EXISTING WATER MAIN
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FM
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EXISTING FORCE MAIN
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S
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EXISTING GRAVITY SANITARY SEWER
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1.COUNTY MAINTENANCE AND OWNERSHIP OF SANITARY SYSTEM COUNTY MAINTENANCE AND OWNERSHIP OF SANITARY SYSTEM WILL END AT EXISTING MH#100 WITHIN EXISTING C.U.E.
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5
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RECORD DRAWINGS
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09-20-2018
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DATE:
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THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.
THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.