STAYBRIDGE SUITES

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

CO

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R-00.01

COLLIER COUNTY

MIAMI

FT.MYERS

NAPLES

TAMPA

U

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4

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TA

M

IAM

I TR

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EVERGLADES

CITY

MARCO

ISLAND

NAPLES

VANDERBILT

BEACH ROAD

SR

29

CR 846

SR 84

CR

951

I-75

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F

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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

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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

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3188 LEXHAM LANE

ROCHESTER HILLS, MI 48309

(248) 703-2876

PREPARED FOR

CLIENT/DEVELOPER:

STACEY DEVELOPMENT, LLC

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PREPARED FOR OWNER:

STACEY DEVELOPMENT, LLC3188 LEXHAM LANE

ROCHESTER HILLS, MI 48309(248) 703-2876

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COLLIER BLVD.

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Z:\Active Projects\S\STAYBRIDGE SUITES - LELY 17-0052\Site Civil\Sheetfiles\R-00.01 - Cover Sheet - Copy.dwg (SDP-COVER (Utilities only)) aaron.davidson Sep 20, 2018 - 11:03am\R-00.01 - Cover Sheet - Copy.dwg (SDP-COVER (Utilities only)) aaron.davidson Sep 20, 2018 - 11:03amR-00.01 - Cover Sheet - Copy.dwg (SDP-COVER (Utilities only)) aaron.davidson Sep 20, 2018 - 11:03am

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BONITA BEACH RD

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EXIT 116

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EXIT 111

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EXIT 107

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EXIT 101

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IMMOKALEE ROAD

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AIRPORT PULLING RD

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PINE RIDGE RD

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GOODLETTE FRANK RD

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TAMIAMI TRAIL

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VANDERBILT BEACH RD

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GOLDEN GATE PKWY

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RADIO ROAD

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DAVIS BLVD

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84

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951

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TAMIAMI TRAIL EAST

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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.

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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.

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C.U.E.

C.U.E

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C.U.E.

TRIANGLE BOULEVARD CEL

ESTE

DR

IVE

ZONED: LELY PUDLAND USE: COMMERCIAL

ZONED: LELY PUDLAND USE: UNDEVELOPED

ZONED: LELY PUDLAND USE: SFWMD CONSERVATION EASEMENT/PRESERVE

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GREASE TRAP DETAILS

UTILITY NOTES

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7.4'

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(100' PUBLIC RIGHT OF WAY)

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(WIDTH VARIES PUBLIC RIGHT OF WAY)

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FDC

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CK

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PIV

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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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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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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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(2) 8" TEE AND GATE VALVES

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WM

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133LF 4" HDPE DR14 AND STUB-OUT FOR WATER SERVICE

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157 LF 8" PVC GRAVITY MAIN @ O.5% SLOPE

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142 LF 8" PVC GRAVITY MAIN @ O.5% SLOPE

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SANITARY CLEAN-OUT

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(4) GREASE TRAP MANHOLES

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INV=4.64'

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ALL RIM EL=8.70'

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SANITARY CLEAN-OUT

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140 LF

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734 LF

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-4.18

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156 LF

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0.48%%%

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Z:\Active Projects\S\STAYBRIDGE SUITES - LELY 17-0052\Site Civil\Sheetfiles\R-20.00 - 23.00 - Master Plans - Copy.dwg (SDP-MUP(UTILITIES ONLY)) aaron.davidson May 01, 2019 - 3:02pm\R-20.00 - 23.00 - Master Plans - Copy.dwg (SDP-MUP(UTILITIES ONLY)) aaron.davidson May 01, 2019 - 3:02pmR-20.00 - 23.00 - Master Plans - Copy.dwg (SDP-MUP(UTILITIES ONLY)) aaron.davidson May 01, 2019 - 3:02pm

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SCALE IN FEET

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PROPOSED GRAVITY SEWER MAIN

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PROPOSED SANITARY MANHOLE

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PROPOSED WATER SERVICE LINE

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PROPOSED SANITARY LATERAL

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(2) 750GAL - 7.5'Lx6.0'Wx5.67'D (OR ENGINEER APPROVED EQUAL)

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[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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IM

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EXISTING IRRIGATION MAIN

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EXISTING WATER MAIN

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EXISTING FORCE MAIN

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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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RECORD DRAWINGS

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09-20-2018

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DATE:

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FIRE LINE POINT OF SERVICE 8" GATE VALVE AT COUNTY UTILITY EASEMENT LINE

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PROP. HYDRANT ASSEMBLY

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PROPOSED 4" WATER METER AND BACKFLOW ASSEMBLY TO BE SIZED BY COLLIER COUNTY AND INSTALLED BY CONTRACTOR

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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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SAN MANHOLE #100 EX. SANITARY MANHOLE EX. RIM EL. = 8.95 PROP. INV. IN (NW) = 2.53 EX. INV. OUT (SE) = -4.18

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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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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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28LF 6" LATERAL AT 1.04% (MIN) W/CLEAN-OUT

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156 LF 8" PVC GRAVITY MAIN @ 0.48% SLOPE

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140 LF 8" PVC GRAVITY MAIN @ 0.49% SLOPE

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PROP. SANITARY SEWER LATERAL

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PROP. 4" WATER SERVICE DIP

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PROP. FIRE LINE

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PROPOSED FIRE HYDRANT ASSEMBLY

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PROP. GRADE

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EXISTING GRADE

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PROP. 2" WATER SERVICE LINE; MIN. 18" COVER WITH 12" SEPARATION FROM FIRE MAIN

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CONTROL STRUCTURE; SEE DETAIL ON MDP FOR SPECIFICATIONS

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DIP FIRE LINE MIN. 18" VERT. SEPARATION FROM 18" HDPE STORM PIPE

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Z:\Active Projects\S\STAYBRIDGE SUITES - LELY 17-0052\Site Civil\Sheetfiles\R-24.00 - 25.00 - Profiles - Copy.dwg (PROFILE C-24.00) aaron.davidson May 01, 2019 - 3:04pm\R-24.00 - 25.00 - Profiles - Copy.dwg (PROFILE C-24.00) aaron.davidson May 01, 2019 - 3:04pmR-24.00 - 25.00 - Profiles - Copy.dwg (PROFILE C-24.00) aaron.davidson May 01, 2019 - 3:04pm

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VERT.

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SCALE IN FEET

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EXISTING ELEVATION

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RIM ELEV.=8.76

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INV IN (NW)=3.81

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INV OUT (NE)=3.71

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RECORD DRAWINGS

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09-20-2018

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DATE:

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UTILITIES ONLY

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74

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