Retina Consultants Medical Office Naples, Florida

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1 S:\Jobs\2013 Projects\21312 Retina Consultants Medical Office- Naples\PRESENTATIONS\SD dwg, 5/21/2014 :30:06 AM 2164 West First Street, Suite A Fort Myers, Florida Ph: (239) Fax: (239) #AA Retina Consultants Medical Office Naples, Florida SD-2

2 EXTERIOR FINISHES: EXTERIOR GRADE WALL AND TRIM PAINTS: - SHERWIN WILLIAMS #SW7006 "EXTRA WHITE" - SHERWIN WILLIAMS #SW7517 "CHINA DOLL" - SHERWIN WILLIAMS #SW7518 "BEACH HOUSE" - SHERWIN WILLIAMS #SW7519 "MEXICAN SAND" EXTERIOR CONCRETE ROOF TILE: HANSON ROOF TILE FLORIDA COLLECTION - CHALET SHAKE #NC-3319 "COCONUT" - THRU COLOR TILE CONCRETE ROOF TILE E.I.F.S. CROWN BANDING CONCRETE ROOF TILE CONCRETE ROOF TILE CONCRETE ROOF TILE E.I.F.S. TRIM MOLDING RAISED BANDING ALUM. AWNING RAISED BANDING E.I.F.S. TRIM MOLDING 2-1/2" REVEAL E.I.F.S. TRIM MOLDING 2-1/2" REVEAL E.I.F.S. TRIM MOLDING E.I.F.S. CROWN BANDING RAISED BANDING 2-1/2" REVEAL 2-1/2" REVEAL RAISED BANDING ACCENTUATED COVERED ENTRY RAISED BANDING 2-1/2" REVEAL RAISED BANDING W E S T E L E V A T I O N N O R T H ( E n t r y ) E L E V A T I O N CONCRETE ROOF TILE CONCRETE ROOF TILE E.I.F.S. CROWN BANDING CONCRETE ROOF TILE CONCRETE ROOF TILE E.I.F.S. TRIM MOLDING E.I.F.S. TRIM MOLDING RAISED BANDING 2-1/2" REVEAL 2-1/2" REVEAL E.I.F.S. TRIM MOLDING 2-1/2" REVEAL E.I.F.S. TRIM MOLDING 2-1/2" REVEAL RAISED BANDING 2-1/2" REVEAL S:\Jobs\2013 Projects\21312 Retina Consultants Medical Office- Naples\SD FILES\SD-2.dwg, 8/28/2014 3:25:26 PM E A S T EXTERIOR BUILDING ELEVATIONS E L E V A T I O N 2164 West First Street, Suite A Fort Myers, Florida Ph: (239) Fax: (239) #AA S O U T H E L E V A T I O N OF SOUTHWEST FLORIDA MEDICAL OFFICE Naples, Florida SD-2

3 BUILDING AREA CALCULATIONS: 5,158 SF GROSS FLOOR AREA OF A/C ENCLOSED SPACE INCLUDING EXTERIOR WALLS & STRUCTURE 5,318 SF BUILDING GROSS AREA UNDER ROOF CHECK-OUT PRIVATE BATH BUILDING FLOOR PLAN S:\Jobs\2013 Projects\21312 Retina Consultants Medical Office- Naples\SD FILES\SD-1.dwg, 8/28/2014 3:24:01 PM 2164 West First Street, Suite A Fort Myers, Florida Ph: (239) Fax: (239) #AA OF SOUTHWEST FLORIDA MEDICAL OFFICE Naples, Florida SD-1

4 Existing Conditions view looking west/southwest/south Existing Conditions/Aerial not to scale NORTH APPROX. SCALE: 1 = / Color Site Plan THIS DRAWING IS THE EXCLUSIVE PROPERTY, DESIGN, AND CREATION OF emerge Design LLC AND SHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT THE PREVIOUS, EXPRESSED WRITTEN CONSENT OF emerge Design LLC 2013 E MERGE design LLC LANDSCAPE ARCHITECTURE LAB#LC

5 West Elevation not to scale North Elevation not to scale Color Elevations THIS DRAWING IS THE EXCLUSIVE PROPERTY, DESIGN, AND CREATION OF emerge Design LLC AND SHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT THE PREVIOUS, EXPRESSED WRITTEN CONSENT OF emerge Design LLC 2013 E MERGE design LLC LANDSCAPE ARCHITECTURE LAB#LC

6 South Elevation not to scale East Elevation not to scale Color Elevations THIS DRAWING IS THE EXCLUSIVE PROPERTY, DESIGN, AND CREATION OF emerge Design LLC AND SHALL NOT BE REPRODUCED IN WHOLE, OR IN PART, WITHOUT THE PREVIOUS, EXPRESSED WRITTEN CONSENT OF emerge Design LLC 2013 E MERGE design LLC LANDSCAPE ARCHITECTURE LAB#LC

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10 SITE DEVELOPMENT PLANS LEGAL UNIT NO. 4 OF EAGLE VIEW PROFESSIONAL PARK, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 4136, PAGE 1308, AND ALL EXHIBITS AND AMENDMENTS THEREOF, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. SECTION 27, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA PREPARED FOR: OWNER/DEVELOPER OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL DWG. NO INDEX OF DRAWINGS COVER PAGE GENERAL NOTES AERIAL AND FLUCCS MAP EXISTING CONDITIONS & REMOVING PLAN MASTER SITE,GEOMETRICS, AND STRIPING PLAN MASTER DRAINAGE PLAN MASTER UTILITIES PLAN REVISIONS 07/2014 FIRST SUBMITTAL REV. DATE: BONITA SPRINGS 8 9 CROSS-SECTIONS UTILITY DETAILS NPDES POLLUTION PREVENTION PLAN & DETAILS DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: SUBJECT PROPERTY GULF OF MEXICO NAPLES NORTH NAPLES AIRPORT NAPLES AREA GOLDEN GATE CLIENT: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL VICINITY MAP N.T.S. SUBJECT PROPERTY STATE OF FLORIDA STREETS MAP N.T.S. TO MARCO ISLAND GENERAL NOTES 1. ALL ELEVATIONS SHOWN ARE NAVD 2. NAVD ' = NGVD - TO BE VERIFIED BY SURVEYOR 3. ZONED: HC - HIGHWAY COMMERCIAL 4. FOLIO # BUILDING CONSTRUCTION TYPE VB 6. BUILDING IS SPRINKLED 7. BUILDING SQUARE FOOTAGE UNDER ROOF: 5,318 SQ. FT. PROJECT: COVER SHEET SHEET TITLE: SUBJECT PROPERTY VANDERBILT BEACH ROAD NAPLES I-75 CR 951 CR 846 US 41 SR 84 SR 29 TAMPA NAPLES FT.MYERS MIAMI 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No GULF OF MEXICO MARCO ISLAND TAMIAMI TRAIL EVERGLADES CITY KEY WEST COLLIER COUNTY JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 1 OF

11 GENERAL NOTES: WATER & SEWER INSPECTION NOTES: POTABLE WATER MAINS GRAVITY SEWER MAINS FIRE PROTECTION NOTES: 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No REVISIONS PROJECT: SHEET TITLE: GENERAL NOTES CLIENT: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: REV. DATE: 07/2014 FIRST SUBMITTAL JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 2 OF

12 FLUCCS LEGEND 182 DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: CLIENT: PROJECT NO.: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL REVISIONS 07/2014 FIRST SUBMITTAL REV. DATE: 814 GOODLETTE FRANK ROAD 140 PROJECT: SHEET TITLE: AERIAL AND FLUCCS MAP 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 3 OF

13 SURVEYOR'S NOTES IRR HH Benchmark Found PK Nail & Disk (LB6697) Elev = 11.15' (NAVD88) DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: REVISIONS REV. DATE: /2014 FIRST SUBMITTAL REMOVALS LEGEND UNIT 4 (Vacant) LEGEND CLIENT: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL IRR HH IRR HH FDC BENCHMARK INFORMATION PROJECT: EXISTING CONDITIONS AND REMOVAL PLAN SHEET TITLE: BFP Top of Berm 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 4 OF

14 LEGEND TYPE "D" CURB TYPE "F" CURB TYPICAL PAVEMENT SECTION 3' VALLEY GUTTER CONCRETE WHEEL STOP SIDEWALK DETAIL THICKENED EDGE SIDEWALK DETAIL PARKING SPACE W/ WHEELSTOPS GENERAL NOTES: BUILDING SETBACKS REVISIONS 07/2014 FIRST SUBMITTAL OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL REV. DATE: PLANNING NOTES: DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: CLIENT: HANDICAPPED PARKING DETAIL BICYCLE RACK SUMMARY FLOOD ZONE INFO. PROJECT: SHEET TITLE: MASTER SITE, GEOMETRICS, AND STRIPING PLAN SITE / LAND USE SUMMARY 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No BIKE RACK DETAIL JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 5 OF

15 LEGEND GENERAL NOTES WATER MANAGEMENT SUMMARY WATER QUALITY CALCULATIONS FLOOD ZONE INFO. REVISIONS OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL CLIENT: 07/2014 FIRST SUBMITTAL REV. DATE: DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: TYPICAL FLUME DETAIL PROJECT: SHEET TITLE: MASTER DRAINAGE PLAN 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No DRAINAGE DATA TABLE GRATE, VALLEY GUTTER & CURB INLET DETAIL JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 6 OF

16 LEGEND PROJECT: SHEET TITLE: MASTER UTILITIES PLAN CLIENT: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: REVISIONS 07/2014 FIRST SUBMITTAL REV. DATE: Top of Berm 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 7 OF

17 GOODLETTE FRANK ROAD PROP. BUILDING FFE 11.73' REVISIONS CROSS SECTION LOCATION MAP 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No PROJECT: 07/2014 FIRST SUBMITTAL OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL REV. DATE: SHEET TITLE: CROSS SECTIONS DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: CLIENT: JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 8 OF

18 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No PROJECT: SHEET TITLE: UTILITY DETAILS CLIENT: OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: PROJECT NO.: REVISIONS 07/2014 FIRST SUBMITTAL REV. DATE: JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: 9 OF

19 LEGEND GENERAL NOTES 4365 Radio Road, Suite 201 Naples, Florida 344 P: F: Company Cert. of Authorization No PROJECT: REVISIONS OF SOUTHWEST FLORIDA 6901 INTERNATIONAL CENTER BLVD. FORT MYERS, FL SHEET TITLE: 07/2014 FIRST SUBMITTAL DESIGNED BY: J.M.F. DRAWN BY: D.J.S. CHECKED BY: REV. DATE: PROJECT NO.: NPDES POLLUTION PREVENTION PLAN CLIENT: SILT FENCE BARRIER DROP INLET SEDIMENT BARRIER JEFF L. DAVIDSON, P.E NO ANDREW E. RATH, P.E NO RYAN A. WHITE, P.E. NO SHEET NO: OF

20 Miles Project Location YEAR 14 FISCAL 95 TURNPIKE FLORIDA'S EXPRESSWAY BEE LINE 75 NO. L-1 SHEET

21 NORMAN TREBILCOCK, AICP, PE #47116 TCS CERTIFICATION OF AUTHORIZATION No DATE REVISIONS DATE SHEET NO. ROAD NO. COUNTY FINANCIAL PROJECT ID NA COLLIER NA L-2 $USER$ S:\Operations\Projects\Retina Consultants at Eagle View\PDF\Eagle View-Lighting dwg

22 County Road 851 Goodlette Frank Rd N Wilderness Country Club Inc Folio: B RELOCATED LIGHT RELOCATED LIGHT B A TWO (2) EXISTING LIGHTS (TO BE RELOCATED) EXISTING LIGHT EXISTING LIGHT EXISTING LIGHT A EXISTING LIGHT EXISTING LIGHT 25.00' SYMBOLS EXISTING LIGHT Collier County Folio: Top of Berm EXISTING LIGHTS A B LIGHT POLE TYPE PER SCHEDULE PROPOSED LIGHT POLE LOCATION (NTS) EXISTING LIGHT POLE RELOCATION (NTS) NORMAN TREBILCOCK, AICP, PE #47116 TCS CERTIFICATION OF AUTHORIZATION No DATE DATE ROAD NO. COUNTY FINANCIAL PROJECT ID NA COLLIER NA L-3 SHEET NO. Owner 9/12/2014 4:34:06 PM S:\Operations\Projects\Retina Consultants at Eagle View\PDF\Eagle View-Lighting dwg

23 City of Naples UTILITIES TELEPHONE (239) FACSIMILE (239) RIVERSIDE CIRCLE NAPLES, FLORIDA August 19, 2014 Josh Fruth Davidson Engineering, Inc Kraft Road, Suite #301 Naples, FL 345 Phone Subject: Approval of Potable Water and Wastewater Service for Retina Eagle View 2616 Goodlette Frank Road City of Naples Project File No Dear Mr. Fruth: This office has reviewed the subject project drawings and engineering report for wastewater and potable water service as received on August 7, 2014 and has approved the drawings and report subject to the special conditions enclosed herein and noted on the drawings. In considering this approval, should you have any questions or require any additional information, please do not hesitate to call this office at telephone Please note that this approval is limited to the potable water, wastewater, and reuse service and that additional approval may be required from other governmental entities including Collier County, FDEP, and the Fire District. Sincerely, Justin Frederiksen, P.E. Deputy Utilities Director cc: Bob Middleton, City of Naples Utility Director George Archibald, P.E., City of Naples Engineer Teresa Diaz, City of Naples Utility Plans Coordinator Bob Legault, City of Naples Utility Inspection Office Ethics above all else... Service to others before self... Quality in all that we do.

24 SPECIAL CONDITIONS FOR CITY OF NAPLES UTILITY SERVICE APPROVAL for Retina Eagle Creek 2616 Goodlette Frank Road City of Naples Project File No Plan Sheet Notes: a. All proposed water services (potable, fire, and irrigation) require backflow prevention assemblies, per the City of Naples standards. Please see the City s website for updated standards: b. Contractor to coordinate with Bob Legault, City of Naples Utility Inspector [Cell Phone # ] 72 hours in advance of starting construction and 72 hours in advance of connecting to the City s water mains. c. City reserves the right to consolidate the number of water main taps. Contractor to coordinate with Bob Legault, City of Naples Utility Inspector [Cell Phone # ] on location/scheduling/ equipment/etc of hot tap 72 hours in advance of work. General comments and special conditions as applicable are as follows: 1. The proposed utility work relating to City water & sewer service shall be subject to City inspection and approval. The project owner shall remain responsible for coordination of installation, testing and chlorination of water distribution lines. The Engineer of Record shall be responsible for design capacity, inspection and approval of all private facilities. 2. Due to the potable water main sizes in the area, re-review of operating conditions is recommended to reflect internal line restrictions and constraint losses in using the City s Badger meter design to assure adequate potable water pressure and volume for domestic, fire and irrigation service. (Note: the owner remains responsible for system design/construction to overcome internal head losses and service constraints). If any existing potable, fire, and/or irrigation facility is modified or affected by a change in this project after this approval, the Engineer of Record shall determine through engineering evaluation and hydraulic analysis that the effectiveness and efficiency of permitted facilities shall not be adversely impacted as a result of the subject revision (s). 3. City of Naples Utility Standards and/or recommendations applicable to public utility service shall be complied with at all times as well as the conditions shown on the approved plan sheet. Should site conditions be different than indicated on the approved drawings, and should there arise the need for any special valving, special connections, restraints, hydrant relocation (to meet clear recovery) and/or piping relocations, the cost of gaining such approvals along with the cost of the added materials and work shall be the responsibility of the owner. 4. Approval is for owner to remain responsible for all internal utility service facilities including and beyond the backflow assemblies. 5. Utility responsibilities as set forth in Florida Statute 471 shall remain with the Engineer of Record. As- Built drawings in digital copy on CD and in hard copy form, engineer certification, along with utility dedication documents and warranties shall be provided as a condition of C.O. Should the Engineer determine that existing meter sizes and/or water delivery systems be inadequate for the proposed project, Ethics above all else... Service to others before self... Quality in all that we do.

25 proposed system changes shall be submitted to this office for review and analysis. 6. The Engineer of Record shall remain responsible to provide verification of fire protection compliance and coordination with the applicable Fire District Officials. The final location of fire hydrants and/or exemption to hydrants and/or FDCs requirements shall be approved by the District Fire Marshall. Any plan changes to meet fire flow criteria shall be coordinated with the Fire District office and this office. Fire hydrants shall be installed in accordance with latest NFPA standards and applicable Fire Control and Rescue District specifications and installation requirements. 7. The Engineer of Record shall provide sufficient inspection during construction to confirm compliance with City utility requirements, fire service requirements, and to provide record drawings confirming completed construction. 8. Shop drawings, configuration of water line extensions, type of hydrant, valving and location of meters shall be approved by the Engineer of Record prior to start of construction. 9. The Project Owner shall release the City from the cost and liability of maintenance and repair of pavement areas/landscape areas should the City be required to perform repairs/maintenance/replacement of any accepted City utility service lines.. The property owner and/or lessee along with the Engineer shall remain responsible for the permitting and coordination with the City of Naples for water meter sizing and water service work. 11. Contractor shall install Terra Tape D metallicized locator tape as manufactured by Reef Industries, Inc., Houston, TX (800) and Allen Systems, Inc., Wheaton, IL (800) buried approximately 12 inches above PVC, polyethylene (PE), ductile iron, and steel piping. Tape width shall be 3 inch minimum*. 12. Attach with electrical tape gage copper tracer wire onto all water mains, and water service lines*. 13. Maintain water main, sewer line and related utility separation requirements per FDEP specifications. 14. All backflow preventer assemblies/devices shall be in accordance with , F.A.C. and the AWWA Manual M-14, practice for backflow prevention and cross-connection control. Backflow prevention assemblies are to be on fire protection sprinkler lines, domestic potable water lines, and irrigation lines using potable water. 15. City shall inspect meter and backflow devices on lines not strictly for fire. 16. As may be applicable, place 3M Magnetic Ball Markers at valve boxes, in meter boxes, at all fittings and change of direction at intervals no greater than every 0 feet. For service lines, place 3M Magnetic Ball Markers at water service line connection to water main and at intervals no greater than every 0 feet. Place ball markers approximately 6 above pipe*. *Denotes requirement for public system and recommendation for private system. Ethics above all else... Service to others before self... Quality in all that we do.