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Agenda 05/27/2025 Item #16A20 (Approve the Naples Zoo, Inc.'s proposed project for the "Safari Canyon" project)5/27/2025 Item # 16.A.20 ID# 2025-1827 Executive Summary Recommendation to approve the Naples Zoo, Inc.'s proposed project for the "Safari Canyon" project to allow the Zoo to move forward with the proposed improvements. OBJECTIVE: For the Board of County Commissioners (Board) to approve the "Safari Canyon" project for the Naples Zoo and allow the Zoo to move forward with the proposed improvements. CONSIDERATIONS: In accordance with Article 9. A of the lease agreement between the Board of County Commissioners and the Naples Zoo, the Zoo is to obtain prior Board approval before initiating modifications, alterations, additions, and improvements to the Zoo property if said work is in excess of $25,000. The President/CEO of the zoo has submitted a written request for permission to improve property adjacent to the existing "Safari Canyon," the open-air theater where staff provide nature programs and live shows, exhibiting live animals from the zoo. The proposed changes include, but are not necessarily limited to, the following: - Construction of north and south open-air animal holding/containment structures with separate cages and den enclosures - Construction of walkways for animal care staff. The zoo received approval for a site development plan amendment to add these amenities in 2021 (PL20210000509), but construction has been delayed until now. However, to obtain the building permits for these improvements, Board approval is required. FISCAL IMPACT: There is no fiscal impact associated with this approval. The Zoo is responsible for all construction costs associated with this project. GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this request. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality, and requires a majority vote for approval. - DDP RECOMMENDATIONS: To approve the Naples Zoo project known as "Safari Canyon" and allow the Zoo to construct the proposed improvements. PREPARED BY: Jaime Cook, Director, Development Review Division. ATTACHMENTS: 1. Naples Zoo_Animal Holding_Overall Plan_2025.03.20 2. Zoo Original Lease 3. 02_ SDPA Plans_SS0 - Oct 22 2021 16-27-41 Page 1721 of 7924 DN 7.390 bollard 7.609 bollard 7.760 bollard 7.894 bollard 7.925 bollard 8.153 bollard 8.212 bollard 8.411 bollard 8.529 bollard 8.623 bollard 8.710 bollard 7.360 boc 7.970 boc 7.860 boc 7.911 boc 7.960 boc 8.079 boc 8.013 boc 7.781 boc@sw 8.586 boc@sw9.263 boc@sw9.276 boc@sw 9.257 boc 9.275 boc 9.268 boc 9.300 boc 9.407 boc 9.364 boc 9.157 boc 9.091 boc CACTUS HILL EXISTING VENOM DEN EXISTING SAFARI CANYON EXISTING BLEACHERS EXISTING BLEACHERS EXISTING GIFT SHOP EXISTING EDUCATION CENTER M1 M7 L1 L2 S1 S2 M8 M6 L5 L4 M5 S6 S5 M4 L3 S7 S4 S3 M2 M3 8' - 0"ROOF OUTLINE ROOF OUTLINE KEEPER HALL -ENCLOSED (SECONDARY CONTAINMENT) KEEPER HALL -ENCLOSED (SECONDARY CONTAINMENT) PARROTS TEGU COATI SERVAL CLOUDED LEOPARD TAMANDUA COATI FOX / COENDU OPOSSUM SKUNK SKUNK MACAWS FROGMOUTH / TORTOISE PORCUPINE VULTURE HAWK / LG OWL HORNBILL 3 A-100AH STAGE ACCESS DOOR S TAG E A C C E S S DO O R pool pool ROOF OUTLINE ANIMAL HOLDING EXISTING GIFT SHOP LEVEL 1 EL 100-0 100' - 0" EL 110-0 110' - 0" LEVEL 1 EL 100-0 100' - 0" EL 110-0 110' - 0" LEVEL 1 EL 100-0 100' - 0" EL 110-0 110' - 0" ADJ ROADWAY 8' - 0 1/2"ACTUAL HEIGHT/ MAX RIDGE HEIGHT14' - 5"ZONED ROOF HEIGHT/ MEAN ROOF HEIGHT11' - 4"LEVEL 1 EL 100-0 100' - 0" EL 110-0 110' - 0" FBC -BUILDING AREA ALLOWABLE(sf)ACTUAL(sf) TYPE V-B (U)NS -5,500(sf)6,549(sf) ROOF AREA GENERAL BUILDING AREA: NORTH 0 20' 40'10'1" = 20'-0"A ANIMAL HOLDING FLOOR PLAN LAYOUT 1 PERSPECTIVE 2 PERSPECTIVE 0 10' 20'1" = 10'-0"3 SECTION 0 20' 40'10'1" = 20'-0"4 NORTH ELEVATION 0 20' 40'10'1" = 20'-0"5 SOUTH ELEVATION 0 20' 40'10'1" = 20'-0"6 EAST ELEVATION 0 20' 40'10'1" = 20'-0"7 WEST ELEVATION DATE: PROJECT NO: CHECKED BY: DRAWN BY: STATUS: All work herein is the exclusive property of TESSERE and is not to be copied or used in any way without the express written consent of TESSERE. All drawings, specifications, ideas, designs, and arrangements appearing herein constitute the original and unpublished Work of: © 2025 TESSERE www.tessere.com ANIMAL HOLDING KEY NORTH FILE PATH:PLOT DATE:SHEET SEQ:*Autodesk Docs:// 15036.000_NaplesZoo_AnimalHolding/15036.000_A_NAPLES-ZOO_ANIMALHOLDING_V24.rvt2/27/2025 10:06:29 PMANIMAL HOLDING SITE PLAN A-100AH 15036.000 PERMIT SET CCK, BJDNAPLES ZOO at CARIBBEAN GARDENS1590 Goodlette-Frank Rd, Naples, Florida 34102JPK, JEJ 02/28/2025ANIMAL HOLDINGDESCRIPTION DATE Page 1722 of 7924 Page 1723 of 7924 Page 1724 of 7924 Page 1725 of 7924 Page 1726 of 7924 Page 1727 of 7924 Page 1728 of 7924 Page 1729 of 7924 Page 1730 of 7924 Page 1731 of 7924 Page 1732 of 7924 Page 1733 of 7924 Page 1734 of 7924 Page 1735 of 7924 Page 1736 of 7924 Page 1737 of 7924 Page 1738 of 7924 Page 1739 of 7924 Page 1740 of 7924 Page 1741 of 7924 Page 1742 of 7924 Page 1743 of 7924 Page 1744 of 7924 Page 1745 of 7924 Page 1746 of 7924 Page 1747 of 7924 Page 1748 of 7924 Page 1749 of 7924 Page 1750 of 7924 Page 1751 of 7924 Page 1752 of 7924 Page 1753 of 7924 Page 1754 of 7924 Page 1755 of 7924 Page 1756 of 7924 Page 1757 of 7924 Page 1758 of 7924 Page 1759 of 7924 Page 1760 of 7924 Page 1761 of 7924 Page 1762 of 7924 Page 1763 of 7924 Page 1764 of 7924 Page 1765 of 7924 Page 1766 of 7924 Page 1767 of 7924 Page 1768 of 7924 Page 1769 of 7924 Page 1770 of 7924 Page 1771 of 7924 Page 1772 of 7924 Page 1773 of 7924 Page 1774 of 7924 Page 1775 of 7924 Page 1776 of 7924 Page 1777 of 7924 Page 1778 of 7924 Page 1779 of 7924 Page 1780 of 7924 Page 1781 of 7924 Page 1782 of 7924 Page 1783 of 7924 © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\01 - COVER.DWG 10/7/2021 2:37 PMINDEX OF SHEETS 1. COVER 2. GENERAL NOTES 3. AERIAL, EXISTING CONDITIONS AND CLEARING PLAN (NORTH AND SOUTH) 4. DEMOLITION PLAN (NORTH AND SOUTH) 5. UTILITY DEMOLITION PLAN (SOUTH) 6. ZONING DATA PLAN AND PHASING PLAN 7. MASTER SITE PLAN (SOUTH) 8. MASTER PAVING, GRADING AND DRAINAGE PLAN (SOUTH) 9. MASTER UTILITY PLAN (SOUTH) 10. MASTER SITE PLAN AND CROSS SECTIONS (NORTH) 11. CROSS SECTIONS 12. STORMTECH PLANS AND DETAILS 13. PAVING, GRADING AND DRAINAGE DETAILS AND COLLIER COUNTY GENERAL DETAILS 14. CITY OF NAPLES WATER AND SEWER DETAILS 15. GRINDER STATION #3 NOTES AND DETAILS 16. EROSION CONTROL PLAN AND DETAILS S W N E LOCATION MAP N.T.S. LOCATED IN COLLIER COUNTY, FLORIDA PART OF SECTION 27, TOWNSHIP 49 SOUTH, RANGE 25 EAST NAPLES ZOO AT CARIBBEAN GARDENS ENTRANCE EXPANSION S W N E VICINITY MAP N.T.S. SITE DEVELOPMENT PLAN AMENDMENT TO PL20150002823 DEVELOPED BY COLLIER COUNTY BOARD OF COMMISSIONERS 3301 TAMIAMI TRAIL EAST NAPLES, FL 34112 (239) 252-8097 PROPERTY INFORMATION ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12021C0391H, EFFECTIVE DATE: MAY 16, 2012, THE PROPERTY IS LOCATED IN "AE', WITH A BASE FLOOD ELEVATION OF 7.0 AND 8.0 FT-NAVD C-3 CMO; A 1590 GOODLETTE FRANK ROAD NORTH NAPLES, FLORIDA 34102 (239) 262-5409 SITE ADDRESS PARCEL NUMBER ZONINGFLOOD ZONE PROPERTY OWNER DEVELOPED BY PROJECT SITE PROJECT SITE 61940200006 STRAP NUMBER 506200 003 4A27 COVER1 1590 GOODLETTE FRANK ROAD NORTH NAPLES, FLORIDA 34102 (239) 262-5409 GOLDEN GATE PKWY GOODLETTE FRANK ROADNAPLES HIGH SCHOOL COASTLAND CENTER MALL FLEISCHMANN PARK NAPLES HIGH SCHOOL COASTLAND CENTER MALL NAPLES AIRPORT GOLDEN GATE PKWY GOODLETTE FRANK ROADAIRPORT PULLING ROADLIVINGSTON ROADGREY OAKS COUNTRY CLUB ESTUARY AT GREY OAKS NAPLES GRANDE GOLF CLUB BEARS PAW COUNTRY CLUB LEGAL DESCRIPTION ALL THAT PART OF LOTS 3,4,5 AND 6 OF NAPLES IMPROVEMENT COMPANY'S LITTLE FARMS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, AT PAGE 2, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 27, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE SOUTH LINE, NORTH 89°45'51" EAST 74.17 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY OF GOODLETTE ROAD PER O.R. BOOK 246, PAGE 59, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE NORTH 04°40'14" WEST 148.37 FEET TO THE NORTH LINE OF SAID LOT 3 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY NORTH 04°40'14" WEST A DISTANCE OF 234.12 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY NORTH 00°16'35" WEST A DISTANCE OF 865.84 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY NORTH 00°13'01" WEST A DISTANCE OF 60.00 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 6; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY NORTH 89°53'18" EAST ALONG THE NORTH LINE OF SAID LOT 6 A DISTANCE OF 1807.59 FEET TO AN INTERSECTION WITH THE WESTERLY TOP OF BANK OF THE GORDON RIVER; THENCE SOUTHWESTERLY ALONG THE WESTERLY TOP OF BANK OF THE GORDON RIVER, ALONG THE FOLLOWING DESCRIBED COURSES; THENCE SOUTH 21°44'55' WEST, 301.04 FEET; THENCE SOUTH 21°36'26" WEST, 122.15 FEET; THENCE SOUTH 09°38'55" WEST, 30.87 FEET; THENCE SOUTH 08°58'32" WEST, 170.83 FEET; THENCE SOUTH 12°35'02" WEST, 299.92 FEET; THENCE SOUTH 05°37'12" WEST, 200.50 FEET; THENCE SOUTH 11°55'33" WEST, 70.85 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 3; THENCE LEAVING SAID WESTERLY TOP OF BANK SOUTH 89°39'50" WEST ALONG THE NORTH LINE OF SAID LOT 3 A DISTANCE OF 542.73 FEET; THENCE LEAVING SAID NORTH LINE OF LOT 3 SOUTH 28°22'54" WEST A DISTANCE OF 108.55 FEET; THENCE SOUTH 89°46'49" WEST A DISTANCE OF 137.16 FEET; THENCE NORTH 01°38'59" WEST 94.94 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 3; THENCE SOUTH 89°39'50" WEST ALONG SAID NORTH LINE OF LOT 3 A DISTANCE OF 761.95 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 43.57 ACRES OF LAND MORE OR LESS.SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. UNITS PER BUILDING 1 PROPOSED BUILDING PARAMETERS EDUCATION CENTER (BLDG #1) FLAMINGO HOLDING (BLDG #4) GIFT SHOP (BLDG #2) NUMBER OF STORIES ZONED BUILDING HEIGHT (FT) GROSS FLOOR AREA (SF) TYPE OF CONSTRUCTION FIRE SPRINKLERS 10.7517.25 10,400 4275,050 V-B GROUP A-3, B, E GROUP UGROUP M YES NOYES GRASSLAND HOLDING (BLDG #5) 12.91 1,500 GROUP U NO MIXED FOREST HOLDING (BLDG #6) 10.87 386 GROUP U NO SAFARI CANYON ANIMAL HOLDING 11.33 6,549 GROUP U NO WELCOME CENTER (BLDG #3) 28.00 7,896 GROUP B YES OCCUPANCY / USE 11 1 1 21 1 11 1 1 12 V-BV-B V-B V-B V-BV-B BUILDINGS NOTES: 1. PROPOSED GROSS AREA UNDER ROOF AND CONSTRUCTION TYPE PROVIDED BY PROJECT ARCHITECT, "GLMV ARCHITECTURE". 2. MINIMUM REQUIRED FIRE FLOW DETERMINED FROM 2011 FLORIDA FIRE PROTECTION CODE TABLE 18.4.5.1.2 3. AVAILABLE FIRE FLOW REPRESENTS AVAILABLE SITE FIRE FLOW FROM FIRE FLOW TEST PERFORMED 11/24/2020.REVISED PER SFWMD COMMENTS08/02/211REVISED PER COLLIER COUNTY COMMENTS09/09/212ACTUAL BUILDING HEIGHT (FT) 3 REVISED PER COLLIER COUNTY COMMENTS09/27/21314.4111.5815.0826.66 16.58 17.91 28.91 37.41 Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1784 of 7924 J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\02 - NOTES.DWG 10/7/2021 2:37 PMGENERAL NOTES2 GENERAL NOTES 1. ELEVATIONS ARE BASED ON NORTH GEODETIC VERTICAL DATUM (NGVD 29) 2. THE LOCATIONS OF EXISTING UTILITIES/INFRASTRUCTURE HAVE BEEN PREPARED FROM RECORD DRAWING AND FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 3. COLLIER COUNTY, FLORIDA POWER AND LIGHT, TELEPHONE, AND CATV MAY HAVE EXISTING UTILITIES ADJACENT TO THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND ADHERING TO A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). CONTRACTOR SHALL CREATE, IMPLEMENT, AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED BY THE NPDES GENERAL PERMIT. 6. UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBING NATURAL VEGETATION. MATERIAL REMOVED FROM THE TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. 7. ALL MATERIALS AND CONSTRUCTION METHODS USED FOR WATER, SEWER, AND DRAINAGE FACILITIES SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS. 8. WATER MANAGEMENT FACILITIES PROPOSED AND INSTALLED PER THESE CONSTRUCTION PLANS SHALL BE OWNED AND MAINTAINED BY THE UNDERLYING PROPERTY OWNER. 9. THE REVIEW AND APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS, WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD. 10. THE CONTRACTOR SHALL PREPARE AN AS-BUILT PLAN SET PER COLLIER COUNTY STANDARDS, INDICATING ANY DIFFERENCES FROM THE ACTUAL CONSTRUCTED IMPROVEMENTS AND THE ORIGINAL CONSTRUCTION PLANS. THE AS-BUILT PLAN SHALL BE SURVEY CERTIFIED FOR ALL IMPROVEMENTS BY A FLORIDA REGISTERED PROFESSIONAL LAND SURVEYOR. 11. DISTURBED AREAS SHALL BE BROUGHT BACK TO EXISTING GRADE AND SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON PLANS. 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE PROJECT'S TECHNICAL SPECIFICATIONS, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, COLLIER COUNTY STANDARDS, AND CITY OF NAPLES UTILITY STANDARDS. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 13. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND COUNTY PRIOR TO THE FOLLOWING (AS APPLICABLE): a.) HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS LINES GREATER THAN 4" b.) JACK AND BORE CASINGS c.) PRESSURE TESTS d.) INFILTRATION / EXFILTRATION e.) LIFT STATION INSTALLATION, PRIOR TO COVER UP AND START-UP f.) LAMPING OF SEWER LINES g.) PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS AND NON-POTABLE IRRIGATION LINES. h.) CONFLICT CONSTRUCTION i.) CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER SYSTEMS j.) 8" DIAMETER OR LARGER CASING INSTALLATIONS k.) CHLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS ONLY WATER DEPARTMENT INSPECTION ONLY) l.) INSTALLATION OF TEMPORARY METERS/BACKFLOWS m.) BACTERIOLOGICAL SAMPLING (NEEDS WATER DEPARTMENT INSPECTION ONLY) n.) HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20" AND GREATER, AND CONNECTIONS TO EXISTING POTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND CDES 14. 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. 15. ALL UNDER GROUND UTILITIES LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUBGRADE. 16. THE CONTRACTOR SHALL RETAIN ON THE WORK SITE AT ALL TIMES COPIES OF ALL PERMITS NECESSARY FOR CONSTRUCTION. 17. IF DEWATERING ACTIVITIES ARE REQUIRED FOR PROPER UTILITY INSTALLATION THEN THE CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH REQUIRED PERMITS, AND SHALL DEWATER IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL PERMITS. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 19. THE EXISTING DRIVEWAYS FROM US-41 AND ADJACENT TO THE SITE WILL BE USED FOR ACCESS TO THE CONSTRUCTION SITE. 20. THE UNDERLYING PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF THE OPEN SPACE, SIDEWALKS, PAVEMENT, AND LANDSCAPE ON THEIR RESPECTIVE PROPERTIES. 21. ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY. 1. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. 2. SEWER UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COLLIER COUNTY UTILITY ORDINANCE 2004-31, AS AMENDED AND THE COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL AS AMENDED. 3. POTABLE WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED ON ACCORDANCE WITH THE CITY OF NAPLES TECHNICAL SPECIFICATIONS AND STANDARDS MANUAL 4. MINIMUM COVER FOR ALL UTILITIES SHALL BE MEASURED FROM FINISHED GRADES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE MINIMUM COVER, REGARDLESS OF GRADE.ALL WATER MAINS SHALL HAVE A MINIMUM DEPTH OF 30" AND MAXIMUM DEPTH OF 48". 5. ALL POTABLE WATER MAINS SHALL BE SEPARATED FROM SANITARY SEWER AND STORM SEWER BY A MINIMUM HORIZONTAL DISTANCE OF TEN FEET MEASURED EDGE TO EDGE AND A VERTICAL DISTANCE OF 18" MEASURED BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE MINIMUM SEPARATION CANNOT BE MAINTAINED, SEE CROSSOVER DETAIL REQUIREMENTS IN THE STANDARD DETAIL SHEETS. 6. ALL POTABLE WATER MAINS DOWNSTREAM OF THE MASTER METER SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. ALL PUMP STATIONS, SANITARY SEWER LINES, LATERALS TO THE PROPERTY LINE CLEAN-OUT, AND MANHOLES SHALL BE OWNED AND MAINTAINED BY COLLIER COUNTY. 8. CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES INCLUDING METER BOXES, BLOW-OFFS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE DURING THE CONSTRUCTION STAKEOUT AND PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED GRADE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE. 9. WATER MAINS SHALL BE AWWA C900, CLASS 235 PVC, UNLESS NOTED OTHERWISE. ALL WATER MAINS UNDER PAVEMENT AND AT CONFLICT CROSSINGS SHALL BE AWWA C900, CLASS 305 PVC PIPE 10. SANITARY SEWER MAINS AND LATERALS SHALL BE ASTM D-3034 SDR 26. FORCE MAINS SHALL BE AWWA C900, CLASS 235 PVC PIPE, UNLESS NOTED OTHERWISE. ALL FORCE MAINS UNDER PAVEMENT AND AT CONFLICT CROSSINGS SHALL BE AWWA C900, CLASS 305 PVC PIPE. 11. WATER PIPING THREE INCHES OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM D-1785. 12. ALL COLD-WATER METERS-DISPLACEMENT TYPE, BRONZE MAINCASE, SIZE 1/2 INCH THROUGHOUT 2 INCH SHALL MEET THE REQUIREMENTS OF AWWA C700. 13. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM WITH NSF STANDARD 61. 14. AT WATER MAIN TERMINATION POINTS, A TEMPORARY BLOW-OFF SHALL BE INSTALLED TO PROVIDE FOR FULL BORE FLUSHING. FOLLOWING WATER MAIN CLEARANCE, THE TEMPORARY BLOW-OFF SHALL BE REPLACED WITH A FIRE HYDRANT OR AUTOMATIC FLUSHING DEVICE (SEE PLANS FOR SPECIFIC DETAILS) TO CREATE THE PERMANENT FLUSHING CONNECTION. 15. ALL OTHER UTILITY CONDUITS MUST BE SEPARATED FROM WATER AND SEWER IMPROVEMENTS BY A MINIMUM OF 18" VERTICAL AND 5' HORIZONTAL CLEARANCE. 16. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND COUNTY 48 HOURS PRIOR TO ANY TESTING OR INSPECTIONS REQUIRED BY THE PERMITS OR REGULATIONS. 17. IRRIGATION METERS SHALL BE PROVIDED AND INSTALLED BY THE PROPERTY OWNERS. 18. COLLIER COUNTY IS NOT RESPONSIBLE FOR THE REPLACEMENT OF ANY LANDSCAPE DESTROYED DURING THE MAINTENANCE OF THE SANITARY SEWER. 19. ALL FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS (FDC) AND POST-INDICATING VALVES (PIV) SHALL BE VISIBLE AND ACCESSIBLE; THEY SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY TREES OR LANDSCAPING. 20. ALL GRAVITY SEWER PIPE SHALL COMPLY WITH ASTM D3034, SDR26. 21. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION OF THE PROPOSED UTILITIES. PROPOSED UTILITY IMPROVEMENTS SHALL BE TESTED AND ACCEPTED PRIOR TO DEMOLITION OF EXISTING UTILITY INFRASTRUCTURE. WORK SHALL BE SCHEDULED TO MINIMIZE SERVICE DISRUPTIONS. 22. ALL COSTS AND EXPENSES FOR ANY REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVE GROUND IMPROVEMENTS PERMITTED WITHIN A C.U.E. SHALL BE THE SOLE FINANCIAL RESPONSIBILITIES OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. 23. A UTILITY PRE-CONSTRUCTION MEETING SHALL TAKE PLACE WITH A REPRESENTATIVE FROM COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT AND THE CITY OF NAPLES UTILITY DEPARTMENT PRIOR TO START OF UTILITY CONSTRUCTION. 24. EXISTING REFERS TO FACILITIES PREVIOUSLY CONSTRUCTED. 25. COLLIER COUNTY REQUIRES 48 HOUR NOTICE TO BE PRESENT FOR THE APPLICABLE ITEMS IN SECTION 9.4.2.2. OF THE "COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES" (ORDINANCE NO. 2004-31 AND AS AMENDED) POWER FLORIDA POWER & LIGHT 4105 15TH AVENUE S.W. NAPLES, FLORIDA 34116 (239) 353-6040 TELEPHONE CENTURY LINK P.O.BOX 2469 NAPLES, FLORIDA 34104-2469 (239) 263-6216 FIRE PROTECTION GREATER NAPLES FIRE RESCUE DISTRICT 4798 DAVIS BLVD NAPLES, FLORIDA 34104 (239) 774-2800 WATER CITY OF NAPLES PUBLIC WORKS DEPARTMENT 380 RIVERSIDE CIRCLE NAPLES, FLORIDA 34102 (239) 213-4700 WASTEWATER CITY OF NAPLES PUBLIC WORKS DEPARTMENT 380 RIVERSIDE CIRCLE NAPLES, FLORIDA 34102 (239) 213-4700 SIGNAGE AND PAVEMENT NOTES 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE F.D.O.T. STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. a. PAVEMENT MARKINGS IN COLLIER COUNT RIGHTS-OF-WAY SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH GLASS BEADS IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS SECTION 710. b. PAVEMENT MARKINGS IN ONSITE SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH OUT GLASS BEADS WITH THE EXCEPTION OF THE STOP BARS, CROSSWALKS, HANDICAP PARKING STRIPES, AND HANDICAP ACCESSIBLE AISLES WHICH SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH GLASS BEADS, IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 710. 2. MATCH EXISTING PAVEMENT MARKINGS AT EXISTING ROADS. 3. REMOVE ANY EXISTING SIGNS OR PAVEMENT MARKINGS IN CONFLICT WITH THOSE SHOWN ON PLANS. 4. ALL STOP SIGN LOCATIONS SHALL INCLUDE A 24" PAINTED WHITE STOP BAR UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" AND WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 6. ALL SIGNING, PAVEMENT MARKINGS, STREET NAME SIGNS, ETC. ARE TO BE INCLUDED IN THE LUMP SUM PRICE FOR SIGNING AND MARKING. 7. THE CONTRACTOR SHALL FURNISH AND INSTALL STREET NAME SIGNS IN ACCORDANCE WITH COUNTY DEVELOPMENT STANDARDS. IF POSSIBLE, STREET NAME SIGNAGE TO BE ATOP ALL STOP SIGNS. 8. THE CONTRACTOR SHALL INSTALL BLUE/BLUE RPM'S IN THE CENTER OF THE LANE ADJACENT TO ALL FIRE HYDRANTS. 9. THE LOCATION, QUANTITY AND SIZE OF PARCEL SIGNAGE AND ENTRY FEATURES MAY BE MODIFIED WITHIN THE REQUIREMENTS OF COLLIER COUNTY. GENERAL DRAINAGE NOTES 1. THE LENGTH OF STORM DRAIN PIPES SHOWN ON PLANS ARE APPROXIMATE AND HAVE BEEN MEASURED FROM THE INSIDE FACE OF STRUCTURE. 2. LOCATIONS OF DRAINAGE STRUCTURES MAY BE FIELD ADJUSTED TO PRESERVE EXISTING VEGETATION AS APPROVED BY THE ENGINEER. 3. THE CONTRACTOR IS REQUIRED TO ADJUST ALL EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS REQUIRED TO MATCH PROPOSED GRADES. 4. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION. 5. SWALE PROFILES SHOWN ARE TO TOP OF SOD. CONTRACTOR TO ADJUST SWALE GRADING ACCORDINGLY. 6. CONTRACTOR SHALL SOD A 12" MINIMUM STRIP BEHIND ALL CONCRETE CURB AND VALLEY GUTTER, AT EDGE OF PAVEMENT AND SHALL SOD THE LAKE BANK. 7. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL ENCOUNTERED FROM FILL AREAS PRIOR TO PLACEMENT OF FILL. ALL UNSUITABLE MATERIAL EXCAVATED SHALL BE STOCKPILED OR REMOVED AS DIRECTED BY OWNER. 8. DURING CONSTRUCTION, DRAINAGE STRUCTURE OPENINGS, WHERE APPROPRIATE, SHALL BE COVERED WITH FILTER FABRIC (MIRAFI 140N OR APPROVED EQUAL) TO PREVENT DEBRIS AND FILL FROM FALLING INTO THE INLET. 9. ALL WATER FEATURES/FOUNTAINS DRAINING TO MUNICIPAL SEPARATE STORM SEWER SYSTEMS SHALL CONFORM WITH FAC SUBSECTION 62-302.530(19) FOR THE DISCHARGE OF CHLORINATED WATER. 10. ALL SLOPES ADJACENT TO PRESERVES SHALL BE PLANTED WITH 100% NATIVE SOUTH FLORIDA VEGETATION. DE DRAINAGE EASEMENT LBE LANDSCAPE BUFFER EASEMENT PUE PUBLIC UTILITY EASEMENT CUE COUNTY UTILITY EASEMENT AE ACCESS EASEMENT OR OFFICE RECORDS BOOK ROW RIGHT-OF-WAY W/ WITH EX EXISTING INV INVERT EOP EDGE OF PAVEMENT TYP TYPICAL FPL FLORIDA POWER AND LIGHT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION BSP BACTERIAL SAMPLE POINT ACRONYM LEGENDUTILITY PROVIDING SERVICES WATER, SEWER & IRRIGATION NOTES NO PARKING FIRE LANE SIGN N.T.S.18"12" RED LETTERING WHITE BACKGROUND TYPICAL FIRE SERVICE DETAIL N.T.S. DOUBLE DETECTOR CHECK VALVE 4" FIRE SERVICE LINE REVISED PER SFWMD COMMENTS08/02/2112 2 7' (MAX)REVISED PER COLLIER COUNTY COMMENTS09/09/212Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1785 of 7924 8.527.678.108.168.248.328.278.138.048.007.977.968.027.988.168.308.338.228.126.876.856.668.147.407.747.767.206.195.826.005.996.006.225.865.776.166.548.257.618.248.208.238.248.308.238.448.397.977.678.598.518.638.027.998.108.128.238.127.547.367.977.867.968.088.017.717.736.766.626.866.686.516.336.406.946.606.616.706.106.016.646.726.666.666.426.586.817.307.056.827.287.337.497.176.636.846.766.617.438.197.467.076.115.645.576.697.027.027.247.006.8110.747.338.057.706.406.466.486.866.566.556.496.646.387.316.957.007.117.647.697.547.417.427.387.867.757.477.507.637.697.417.697.817.817.817.337.317.557.677.547.548.487.787.687.607.567.568.547.697.597.768.307.988.097.507.827.787.817.668.258.558.478.078.438.408.427.467.457.657.628.188.067.808.098.087.717.717.767.977.787.927.947.937.867.678.038.017.877.277.187.027.477.467.577.437.307.567.637.587.547.067.147.677.046.977.036.956.637.827.897.858.138.047.547.448.138.007.507.749.008.978.128.207.617.788.599.269.289.269.279.309.369.169.099.279.267.287.397.617.767.897.928.158.218.418.538.628.719.408.988.227.808.227.807.636.587.086.506.987.456.766.536.586.637.418.287.217.387.147.057.127.006.826.948.4715.3915.3011.6511.8514.6915.2615.367.697.457.497.618.739.078.957.897.737.677.497.447.216.946.924.937.647.517.717.907.397.668.228.258.529.838.258.548.727.837.587.227.457.946.856.866.976.687.097.127.286.966.926.936.987.277.007.396.956.947.447.697.107.1314.3714.5814.7215.9316.2715.917.736.906.846.666.2912.607.719.4513.167.218.0912.657.377.337.067.0912.4114.6314.3716.337.467.337.297.067.377.277.286.907.757.567.0312.007.4012.198.287.828.188.138.107.227.2011.757.809.577.377.347.537.077.077.557.867.457.497.577.127.287.387.177.227.247.347.147.257.337.167.178.788.467.888.107.687.485.926.457.087.187.7110.9314.9914.5811.496.816.797.757.94-81.797.037.607.137.327.037.367.537.727.496.617.447.636.736.957.066.967.266.966.846.846.8513.8110.8714.357.367.397.307.317.297.2210.2910.3310.3010.197.327.117.556.927.046.296.656.686.667.097.076.666.467.327.177.197.496.556.967.758.098.318.158.047.978.108.298.367.517.587.597.777.728.267.608.318.137.9811.7312.2311.4113.1312.9112.3611.4210.648.0711.1212.588.067.256.486.376.567.237.447.096.876.717.086.877.277.538.597.057.317.027.047.147.377.387.166.927.167.226.896.607.137.107.117.076.817.157.347.357.597.577.837.717.497.797.527.786.498.237.848.017.717.697.317.197.319.367.827.737.377.547.128.087.867.697.396.746.687.447.808.338.158.038.017.417.267.147.597.266.357.857.687.868.8810.5612.1010.669.068.6711.6911.159.1811.9812.878.569.248.4210.058.1311.0311.177.297.307.317.387.427.337.597.607.793.738.557.828.108.118.308.238.278.179.178.718.127.677.587.697.668.028.308.238.498.778.478.577.687.767.527.527.458.387.887.667.737.768.087.787.898.157.947.667.637.787.537.477.847.517.868.068.078.078.058.097.968.157.927.527.577.937.967.808.278.187.287.297.907.657.857.947.937.627.187.616.426.536.616.846.427.526.126.286.146.146.197.527.567.207.186.926.8110.0611.6811.8911.8310.889.837.2912.239.887.027.007.596.957.377.147.257.587.467.827.827.647.988.088.348.498.348.438.678.758.228.288.278.358.488.427.938.128.638.738.698.508.344.784.704.714.744.634.754.654.674.692.181.981.661.382.021.852.072.873.632.552.824.622.774.683.114.661.781.204.504.814.714.734.794.675.725.895.775.815.487.057.877.357.537.727.467.487.687.897.669.028.447.967.637.787.348.789.007.808.027.227.257.187.197.217.197.147.177.187.247.217.277.497.757.627.407.437.477.547.527.788.037.728.088.048.278.028.018.068.058.218.048.077.747.858.067.717.878.0311.549.788.117.737.707.968.018.058.0710.878.128.118.068.128.118.148.128.118.068.188.997.946.317.217.057.257.307.506.106.016.035.966.176.205.887.997.027.075.805.716.666.156.125.836.716.046.207.105.767.516.507.265.346.295.365.386.736.536.916.70-85.946.977.097.237.325.876.025.926.085.227.087.475.925.895.505.897.837.887.747.627.467.397.457.337.307.527.457.377.427.858.117.487.157.117.237.307.497.737.457.248.318.388.177.227.277.357.868.027.967.557.827.887.887.897.988.118.107.827.987.967.907.167.117.077.107.066.966.977.107.137.127.217.237.207.087.086.956.776.816.817.016.947.006.946.976.646.686.696.847.027.077.137.097.146.636.456.786.906.807.126.536.747.216.128.999.248.859.426.268.057.237.366.956.657.085.596.795.896.979.1111.766.617.837.508.616.707.806.466.396.626.017.337.617.607.227.387.417.497.447.297.59EX 10.0' FPL EASEMENT EX 10.0' FPL EASEMENT EX 10.0' FPL EASEMENT EXISTING PICNIC PAVILION EXISTING BLEACHERS EX IRRIGATION SERVICE (SIZE UNKNOWN) EX 6" PVC IRRIGATION MAIN EX 1" WATER SERVICE EX 1" PVC WATER SERVICE NAPLES ZOO LEASE BOUNDARY EX FIRE HYDRANT ASSEMBLY EX FIRE HYDRANT ASSEMBLY EX FIRE HYDRANT ASSEMBLY EX 4" PVC WATER MAIN EX SEWER CLEANOUT INV: ±3.7 EX SEWER CLEANOUT INV: ±5.4 EX 1" PVC WATER SERVICE EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±2.9 EX 6" PVC SEWER LATERAL EX GRAVEL / LIMEROCK ACCESS PATH EX GRAVEL / LIMEROCK ACCESS PATHEX CONCRETE WALKWAY EX BRICK PAVERS EX SEWER CLEANOUT INV: ±4.5 EX SEWER CLEANOUT INV: ±5.1 EXISTING GAZELLE ENCLOSURE EXISTING SHED EXISTING ALLIGATOR BAY EXISTING POND EX SEWER CLEANOUT INV: ±4.8 EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±3.6 EX SEWER CLEANOUT INV: ±3.5 EX SEWER CLEANOUT INV: ±0.80 EX 6" PVC SEWER LATERAL EX 3" WATER SERVICE EX 2" WATER SERVICE EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±3.2 EX SEWER CLEANOUT INV: ±3.3 EX 2" PVC FORCE MAIN EX 6" PVC IRRIGATION MAIN EX 6" PVC IRRIGATION MAIN EXISTING STORAGE CONTAINERS EXISTING FUEL TANK CONTAINMENT AREA EXISTING STORAGE SHED EX IRRIGATION MAIN (SIZE UNKNOWN) EX SEWER CLEANOUT INV: ±5.3 EX SEWER CLEANOUT INV: ±4.3 EX BRICK PAVERS EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±3.8 EX SEWER CLEANOUT INV: ±4.9 EX SEWER CLEANOUT INV: ±2.5 EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX 2" WATER SERVICE EX 4" PVC WATER MAIN EX 1" PVC WATER SERVICE EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±2.2EX SEWER CLEANOUT INV: ±2.3 EX SEWER CLEANOUT INV: ±1.5 EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±1.3 EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±0.4 EX SEWER CLEANOUT INV: ±(-)1.0 EX SEWER CLEANOUT INV: ±(-)0.4 EX 6" PVC SEWER LATERAL EX SEWER CLEANOUT INV: ±(-)0.7 EX SEWER CLEANOUT INV: ±0.4 EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERAL EX SWALE TOP OF BANK EX SWALE BOTTOIM EXISTING BUILDING EXISTING BUILDING EX 1" WATER SERVICE EX 1" WATER SERVICE EX BRICK PAVERS EX ASPHALT WALKWAY EX GRAVEL WALKWAY EXISTING PUMP HOUSE EX 8" REUSE MAIN EX 1" WATER SERVICEEX 3" WATER SERVICE EX 8" REUSE MAIN EX SEWER CLEANOUT INV: ±(-)1.4 EX SEWER CLEANOUT INV: ±4.4EX SEWER CLEANOUT INV: ±3.8 EXISTING STORAGE TRAILER EX IRRIGATION SERVICE (SIZE UNKNOWN) EX 1" WATER SERVICES EX 6" PVC IRRIGATION MAIN EX IRRIGATION SERVICE (SIZE UNKNOWN) EX IRRIGATION SERVICE (SIZE UNKNOWN) EX IRRIGATION SERVICE (SIZE UNKNOWN) EX IRRIGATION SERVICE (SIZE UNKNOWN) EX 6" PVC SEWER LATERAL EXISTING MACAW EXHIBIT EXISTING GIFT SHOP EXISTING BUILDING EXISTING VENOM DEN EXISTING CAT CAGES EXISTING BIRD CAGES EXISTING SAFARI CANYON EXISTING CACTUS HILL EX FPL ELECTRICAL TRANSFORMERS EX UNDERGROUND ELECTRICAL VAULTS7.047.107.117.257.157.256.967.218.437.417.577.347.257.227.187.277.078.228.706.727.367.235.937.049.359.639.518.328.338.407.696.887.458.218.418.678.278.017.107.667.018.278.3310.8410.148.617.787.968.468.498.026.876.966.855.776.166.546.407.547.938.017.948.007.947.918.007.887.807.918.098.006.346.486.596.546.486.496.556.536.636.527.417.307.357.597.577.837.717.497.797.526.498.237.847.736.617.877.357.537.727.467.487.207.267.467.357.517.687.897.669.028.447.967.917.847.507.637.787.808.028.067.477.182.653.856.906.656.616.688.178.486.226.936.606.255.966.567.337.457.517.547.497.356.657.437.547.607.587.547.446.635.948.248.067.968.017.988.017.988.027.946.316.136.196.176.336.396.536.516.426.596.216.096.446.488.078.068.047.997.807.887.917.847.768.238.528.137.857.687.417.057.217.057.257.306.016.035.966.176.205.887.037.557.898.527.997.027.075.805.716.666.156.125.836.716.046.208.058.137.998.046.266.336.386.456.486.356.456.636.508.518.578.027.817.588.118.087.918.278.2911.7710.3911.847.818.308.388.457.897.928.008.418.528.558.168.078.088.118.208.018.248.298.568.558.308.368.408.428.628.748.568.638.828.698.368.138.308.719.358.248.608.518.728.218.658.599.288.477.417.537.577.478.008.208.338.177.997.857.907.807.907.777.797.997.767.907.947.627.617.227.347.357.617.066.606.977.117.287.477.6810.1710.1510.257.3410.2010.247.58-88.03-87.17-90.288.048.408.317.927.768.248.317.708.158.138.137.937.967.857.927.887.957.747.527.307.267.397.526.956.806.937.287.467.527.387.527.717.887.827.727.707.907.876.797.076.796.706.686.776.516.857.216.896.896.744.196.375.184.857.106.865.065.176.246.585.146.475.106.426.415.075.106.486.495.246.545.767.517.276.976.977.287.316.886.786.507.265.345.407.246.295.365.386.736.536.916.70-85.947.316.977.097.237.325.876.025.926.085.227.087.475.925.965.895.505.896.685.976.636.456.786.906.807.126.536.747.216.126.716.775.0911.818.529.178.999.248.859.426.268.057.227.236.656.795.896.979.1111.766.617.108.607.837.508.616.705.828.346.856.816.397.047.809.706.877.937.527.276.4710.879.558.268.548.2910.109.379.3113.5214.077.787.578.698.087.935.996.667.637.526.356.705.005.016.276.426.416.235.365.526.515.916.336.466.396.625.228.027.075.465.666.286.386.546.606.386.666.636.768.188.168.028.088.058.148.327.828.028.017.697.717.848.258.478.348.087.897.507.457.227.427.397.607.567.998.847.787.647.847.907.548.128.388.458.418.4513.5411.0014.6915.4215.0514.326.647.167.306.786.656.696.557.077.089.6911.6013.126.667.457.578.408.638.698.257.807.898.148.527.626.574.054.343.723.848.475.318.544.795.735.774.803.988.598.257.877.737.597.337.487.537.487.647.487.698.298.617.948.027.576.946.956.896.846.816.946.766.736.656.506.466.467.728.277.707.157.237.056.997.187.417.727.357.836.387.607.697.847.827.767.727.557.527.707.737.757.637.707.637.577.497.187.007.607.597.617.447.237.066.95EX ASPHALT WALKWAY EX WATER FOUNTAIN EXISTING RESTROOMS EX WATER METER EXISTING TIKI HUT EX HISTORIC TREE EXISTING MODULAR CLASSROOM EXISTING BUILDING EX 6" PVC IRRIGATION MAIN EX 1" IRRIGATION SERVICE EX 6" PVC IRRIGATION MAIN EX SEWER CLEANOUT EX 6" PVC SEWER LATERAL EX 6" PVC SEWER LATERALABANDONED GRINDER STATION EX 4" PVC WATER MAINEX 2" WATER SERVICE EX WOOD PICKET FENCE EX CHAINLINK FENCE EX IRRIGATION SERVICE (SIZE UNKNOWN) EX IRRIGATION SERVICE (SIZE UNKNOWN)EX 1" WATER SERVICE EX 4" PVC WATER MAIN EXISTING ROOFED SHELTER EXISTING ROOFED SHELTER EX CHAINLINK FENCE EX WOOD DECK EXISTING BUILDING EX IRRIGATION WELL HEAD EX GRAVEL SERVICE ROAD EX SWALE TOP OF BANK EX SWALE BOTTOIM EX SWALE TOP OF BANK EX SWALE BOTTOM EX SWALE TOP OF BANK EX SWALE BOTTOM EX SEWER CLEANOUT INV: ±4.0 EXISTING HISTORIC BUILDING EXISTING FOSA EXHIBIT EXISTING PLAYGROUND EXISTING EXHIBIT J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\03 - EX CONDITIONS.DWG 10/7/2021 2:38 PM3 N N 1914331.1474 N NOTES: 1. THE SURVEY AND TOPO DATA PROVIDED BY RHODES & RHODES LAND SURVEYING INC. (JANUARY 2021) 2. THE LOCATIONS AND SIZE OF EXISTING UTILITIES / INFRASTRUCTURE HAVE BEEN PREPARED FROM RECORD DRAWINGS AND BEST AVAILABLE FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT LOCATIONS, SIZE, INVERTS, ETC OF EXISTING INFRASTRUCTURE TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 3. EXISTING TREES, SHRUBS, AND GRASS ARE TO BE CLEARED AND GRUBBED AS NECESSARY TO INSTALL / CONSTRUCT THE PROPOSED IMPROVEMENTS. THE TREES TO REMAIN ARE OUTLINED ON THE MASTER SITE PLAN SHEET. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH APPROPRIATE ZOO STAFF PRIOR TO REMOVING ANY TREES OR LANDSCAPING MATERIAL. 4. EXOTIC VEGETATION AS DEFINED BY COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BE ERADICATED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC ERADICATION (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING NATIVE VEGETATION TO BE RETAINED SHALL BE IDENTIFIED. THE CONTRACTOR SHALL INSTALL ENVIROFENCE (OR EQUAL) BEYOND THE DRIP LINES OF THE PRESERVED VEGETATION AND ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGH THE DURATION OF THE CONSTRUCTION ACTIVITIES. LEGEND EXISTING SHRUBS, GRASS AND TREES TO BE CLEARED AND GRUBBED AS NECESSARY AERIAL, EXISTING CONDITIONSAND CLEARING PLAN (NORTH AND SOUTH)KEY MAP N.T.S. EXISTING CONDITIONS PLAN - NORTH SCALE: 1" = 30' EXISTING CONDITIONS PLAN - SOUTH SCALE: 1" = 30' NORTH SOUTH Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1786 of 7924 REMOVE ±728 SF OF EXISTING ASPHALT REMOVE ±1,335 SF OF EXISTING GRAVEL REMOVE ±751 SF OF EXISTING GRAVEL REMOVE 667 SF OF EXISTING GRAVEL REMOVE ±1,336 SF OF EXISTING GRAVEL REMOVE ±100 SF OF EXISTING PAVERS REMOVE ±246 SF OF EXISTING PAVERS REMOVE ±98 SF OF EXISTING PAVERS REMOVE ±294 SF OF EXISTING PAVERS REMOVE EXISTING POND REMOVE EXISTING POND REMOVE EXISTING WALL REMOVE ±194 SF OF EXISTING CONCRETE REMOVE ±301 SF OF EXISTING DECKING REMOVE ±246 SF OF EXISTING CONCRETE REMOVE ±116 SF OF EXISTING CONCRETE REMOVE ±152 SF OF EXISTING CONCRETE REMOVE ±148 SF OF EXISTING CONCRETEREMOVE ±900 SF OF EXISTING CONCRETE REMOVE ±42 SF OF EXISTING PAVERS REMOVE ±42,110 SF OF EXISTING GRAVEL EXISTING BUILDING (TO BE REMOVED) (103 SF) EXISTING TRAILER (TO BE REMOVED) (283 SF) EXISTING TRAILER (TO BE REMOVED) (283 SF) EXISTING BUILDING (TO BE REMOVED) (1,405 SF) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING TRAILER (TO BE REMOVED) (323 SF) EXISTING FUEL CONTAINMENT AREA (TO BE REMOVED) (233 SF) EXISTING STORAGE SHED (TO BE REMOVED) (212 SF) EXISTING BUILDING (TO BE REMOVED) (194 SF) EXISTING BUILDING (TO BE REMOVED) (873 SF) EXISTING TRAILER (TO BE REMOVED) (284 SF) EXISTING STORAGE BUILDING (TO BE REMOVED) (283 SF) EXISTING BUILDING (TO BE REMOVED) (70 SF) REMOVE EXISTING POND REMOVE ±10,419 SF OF EXISTING ASPHALT EXISTING GRINDER STATION (TO REMAIN) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) EXISTING BLEACHERS (TO REMAIN) EXISTING GIFT SHOP (TO BE REMOVED IN PHASE 2) (5,136 SF) EXISTING MACAW EXHIBIT (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANTEATER / AGOUTI EXHIBIT (STRUCTURE TO BE RELOCATED) (EXHIBIT ECLOSURE TO BE REMOVED) EXISTING VENOM DEN (TO REMAIN) EXISTING PICNIC PAVILLION (TO REMAIN) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) REMOVE ±160 LF EXISTING CHAINLINK FENCE REMOVE ±475 LF EXISTING WOOD FENCE REMOVE ±115 LF EXISTING WOOD FENCE REMOVE ±4 LF EXISTING WOOD FENCE REMOVE ±170 LF EXISTING WOOD FENCE EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) REMOVE ±100 LF EXISTING WOOD FENCE REMOVE ±140 LF EXISTING CHAINLINK FENCE EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) REMOVE ±418 LF EXISTING WOOD FENCE EXISTING ALLIGATOR BAY EXISTING POND REMOVE ±100 LF EXISTING CHAINLINK FENCE EXISTING STRUCTURE (TO BE REMOVED) REMOVE ±180 SF OF EXISTING DECKING REMOVE ±90 LF EXISTING WOOD FENCE EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) REMOVE ±165 LF EXISTING CHAINLINK FENCE REMOVE ±85 LF EXISTING CHAINLINK FENCE EXISTING STRUCTURE (TO BE REMOVED) REMOVE ±146 LF EXISTING CHAINLINK FENCE REMOVE ±117 LF EXISTING WOOD FENCE REMOVE ±140 LF EXISTING CHAINLINK FENCE REMOVE ±102 LF EXISTING CHAINLINK FENCE REMOVE ±150 LF EXISTING WOOD FENCE EXISTING HISTORIC BUILDING (TO REMAIN) EXISTING FOSA EXHIBIT (TO REMAIN) EXISTING TIKI HUT (TO REMAIN) EXISTING BUILDING (TO REMAIN) EXISTING MODULAR CLASSROOM (TO REMAIN) EXISTING RESTROOMS (TO REMAIN)J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\04 - DEMO PLAN.DWG 10/7/2021 2:38 PMDEMOLITION PLAN(NORTH AND SOUTH)4 DEMOLITION LEGEND EXISTING ASPHALT (TO BE REMOVED) EXISTING CONCRETE (TO BE REMOVED) EXISTING GRAVEL (TO BE REMOVED) EXISTING PAVERS (TO BE REMOVED) EXISTING DECKING (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) N N DEMOLITION PLAN (SOUTH) SCALE: 1" = 30' DEMOLITION PLAN (NORTH ) SCALE: 1" = 30' N KEY MAP N.T.S. 1914331.1474 NORTH SOUTH Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1787 of 7924 EXISTING BUILDING (TO BE REMOVED) (103 SF)EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING TRAILER (TO BE REMOVED) EXISTING FUEL CONTAINMENT AREA (TO BE REMOVED) EXISTING STORAGE SHED (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING STORAGE BUILDING (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) EXISTING GIFT SHOP (TO BE REMOVED IN PHASE 2) EXISTING MACAW EXHIBIT (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANTEATER / AGOUTI EXHIBIT (STRUCTURE TO BE RELOCATED) (EXHIBIT ECLOSURE TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ANIMAL ENCLOSURE (TO BE REMOVED) EXISTING ALLIGATOR BAY EXISTING POND ±42 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±6 LF IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±162 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±34 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±52 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±41 LF EXISTING 6" PVC IRRIGATION MAIN (TO BE REMOVED) ±242 LF EXISTING 6" PVC IRRIGATION MAIN (TO BE REMOVED) ±258 LF EXISTING 1" WATER SERVICE (TO BE REMOVED) ±103 LF EXISTING 6" PVC IRRIGATION MAIN (TO BE REMOVED) ±126 LF EXISTING 6" PVC IRRIGATION MAIN (TO BE REMOVED) ±255 LF EXISTING 2" PVC IRRIGATION SERVICE (TO BE REMOVED) ±158 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±188 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±45 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±90 LF EXISTING IRRIGATION SERVICE (SIZE UNKNOWN) (TO BE REMOVED) ±207 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±109 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±51 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±90 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±27 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±88 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±213 LF EXISTING 1" PVC WATER SERVICE (TO BE REMOVED) ±62 LF EXISTING 6" PVC SEWER LATERAL (TO BE REMOVED) ±93 LF EXISTING 6" PVC SEWER LATERAL (TO BE REMOVED) NAPLES ZOO LEASE BOUNDARY EXISTING PICNIC PAVILLION (TO REMAIN) EXISTING BLEACHERS (TO REMAIN) EXISTING BLEACHERS (TO REMAIN) EXISTING BUILDING (TO BE REMOVED) EXISTING TRAILER (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING VENOM DEN (TO BE REMOVED) EXISTING CONCESSIONS (TO REMAIN) EXISTING TRAILER (TO BE REMOVED) EXISTING TRAILER (TO BE REMOVED)J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\05 - UTILITY DEMO PLAN.DWG 10/7/2021 2:38 PMUTILITY DEMOLITION PLAN (SOUTH)5 UTILITY DEMOLITION LEGEND EXISTING WATER SERVICE (TO BE REMOVED OR GROUTED IN PLACE WITH ENGINEER APPROVAL) EXISTING SANITARY SEWER (EXISTING SEWER LATERAL TO BE REMOVED OR FLUSHED CLEAN, CAPPED, AND FILLED WITH GROUT. EXISTING IRRIGATION SERVICE (TO BE REMOVED OR GROUTED IN PLACE WITH ENGINEER APPROVAL) 0 SCALE: 1" = 10' 20'40' 20' N Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1788 of 7924 EXISTING ALLIGATOR BAY EXISTING LAKE VICTORIA NAPLES ZOO LEASE BOUNDARY (TYP) PARCEL BOUNDARY (TYP) 242' 1124'1073'1076'1046'163'629'332'652'PROPOSED WELCOME CENTER (BLDG #3) PROPOSED GIFT SHOP (BLDG #2) PROPOSED FLAMINGO HOLDING (BLDG #4)280'810'222'553'657'658'PROPOSED MIXED FOREST HOLDING (BLDG #6) PROPOSED GRASSLAND HOLDING (BLDG #5) 169'483'NAPLES ZOO LEASE BOUNDARY (TYP) PARCEL BOUNDARY (TYP) PARCEL BOUNDARY (TYP) PARCEL BOUNDARY (TYP)205'894' 990' PROPOSED EDUCATION CENTER (BLDG #1)276'451'842'RELOCATED ANTEATER AND AGOUTI HOLDING STRUCTURE 969'1036'1402' 1258' PROPOSED SAFARI CANYON ANIMAL HOLDINGS 660' E A G L E Z O N E 7.00cb 6.226.276.02 5.88 6.15 6.34 6.102' hw fnc end 6.33 1914331.1474 XPED DROP OFF ONLY DROP OFF ONLY 6.226.276.02 5.88 6.15 6.34 XPED DROP OFF ONLY DROP OFF ONLY J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\06 - ZONING DATA PLAN.DWG 10/14/2021 10:36 AMZONING DATA PLAN AND PHASING PLAN6 0 SCALE: 1" = 40' 40'160' 80' N REQUIRED DEVELOPMENT STANDARDS SITE DEVELOPMENT STANDARDS PRINCIPAL STRUCTURES: MINIMUM LOT AREA MINIMUM LOT WIDTH MAX. BUILDING HEIGHT FRONT YARD SETBACK SIDE YARD SETBACK REAR YARD SETBACK STRUCTURE SEPARATION 10,000 SF 75 FT 50 FT 50 FT (1) 15 FT 15 FT (2) NONE PROVIDED SURFACE WATER MANAGEMENT SUMMARY WATER MANAGEMENT PARAMETERS CONTROL ELEVATION 4.70 FT - NGVD BASIN 4 1,847,831 SF 1,159 FT 37.41 FT (ACTUAL) 28.00 FT (ZONED) 163 FT 205 FT 810 FT N.A. LANDSCAPE BUFFER NOTE THE CURRENT LANDSCAPE BUFFERS MEET LDC REQUIREMENTS. IN THE EVENT OF PLANT LOSS CAUSING THE BUFFERS TO BECOME INSUFFICIENT, THE PLANTING SHALL BE REPLACED WITH THE APPROPRIATE SPECIES. 1. THE MINIMUM SETBACK FROM GOODLETTE FRANK ROADSHALL BE 50 FEET PER THE CORRIDOR MANAGEMENTOVERLAY (CMO) DISTRICT. 2. 50% OF THE BUILDING HEIGHT, BUT NOT LESS THAN 15 FEET. NOTES: * CONTROLLING VOLUME FOR WATER QUALITY IS BASED ON 2.5"OVER IMPERVIOUS AREA-150% PER COLLIER COUNTY (EXCLUDINGROOFED AREAS PER AH VOL II SEC. 4.22 c) ** THE MINIMUM FINISHED FLOOR ELEVATION FOR BASIN 4 IS SET 1 FTABOVE THE FEMA FLOOD ELEVATION OF 7.0 FT-NAVD / 8.27 FT-NGVD. PARKING SPACESREQUIRED 49 PARKING SPACESPROVIDED HANDICAP SPACESREQUIRED 4 HANDICAP SPACESPROVIDED 449 SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGE PERVIOUS AREA CATEGORY IMPERVIOUS AREA SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGECATEGORY PROPOSED PROJECT (BASIN 4) IMPROVEMENT SUMMARY LANDSCAPE / OPEN SPACE 2,613 0.06 6% PHASING PLAN & CONSTRUCTION LIMITS SCALE: 1" = 200' ZONING LEGEND AGRICULTURAL (A) COMMERCIAL (C-3) PUBLIC USE (P) EXISTING VETERINARY HOSPITAL & WAREHOUSE PARKING SUMMARY (PL20150002823) NOTE: REQUIRED PARKING CALCULATION IS BASED ON TABLE 17, SECTION 4.05.04 OF THE COLLIER COUNTY LDC. COMMERCIAL (C-3) BUILDINGS 15,246 0.35 36% PEDESTRIAN PATH / HARDSCAPE 24,339 0.56 58% SURFACE WATER MANAGEMENT SYSTEM BASIN MAP SCALE: 1" = 200' NOTE: COMPENSATING WATER QUALITY FOR SAFARI CANYON, FLAMINGO EXHIBIT AND THE SOUTH AMERICAN EXHIBIT IS PROVIDED WITHIN BASIN 4 10-YEAR, 1-DAY RAINFALL 7.00 INCHES 10-YEAR, 1-DAY PEAK STAGE 6.66 FT - NGVD 25-YEAR, 3-DAY RAINFALL 11.50 INCHES 25-YEAR, 3-DAY PEAK STAGE 7.72 FT - NGVD 25-YEAR, 3-DAY PEAK DISCAHRGE (CFS)1.31 CFS 100-YEAR, 3-DAY RAINFALL 15 INCHES 100-YEAR, 3-DAY PEAK STAGE 10.29 FT - NGVD MINIMUM REQUIRED PERIMETER BERM ELEVATION 7.72 FT - NGVD RECOMMENDED MINIMUM FINISHED FLOOR ELEVATION 11.30 FT - NGVD RECEIVING BODY OF WATER GORDON RIVER NOTES: 1. THE VETERINARY HOSPITAL , WAREHOUSE/STORAGE BUILDING, AND OFFICE BUILDING ARE ANCILLARY TO THE ZOO FACILITIES AND NOT PUBLIC. EMPLOYEE PARKING IS PROVIDED ON SOUTH SIDE OF PROPERTY AS PERMITTED UNDER THE GORDON RIVER GREENWAY PARK (PL20110001236).08/02/21 REVISED PER SFWMD COMMENTS1SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGE PERVIOUS AREA CATEGORY IMPERVIOUS AREA SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGECATEGORY PROPOSED LAND USE SUMMARY WITHIN CONSTRUCTION LIMITS LANDSCAPE / OPEN SPACE 86,304 86,304 1.98± 1.98± 47.71% 47.71%PERVIOUS AREA SUB-TOTAL BUILDING, ACCESSORY BUILDING, TRAILERS ROADWAY, SIDEWALK, GRAVEL, ETC. IMPERVIOUS AREA SUB-TOTAL PROJECT AREA TOTAL 38,051 56,513 94,564 180,868 0.87± 1.30± 2.17± 4.15± 20.96% 31.33% 100.0% PHASE 2 (0.14 ac) PHASE 3 (0.72 AC) 52.29% SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGE PERVIOUS AREA CATEGORY IMPERVIOUS AREA SQUAREFOOTAGE TOTALACREAGE PERCENTAGE OFTOTAL ACREAGECATEGORY EXISTING LAND USE SUMMARY WITHIN CONSTRUCTION LIMITS LANDSCAPE / OPEN SPACE 112,282 112,282 2.58± 2.58± 62.17% 62.17%PERVIOUS AREA SUB-TOTAL BUILDING, ACCESSORY BUILDING, TRAILERS ROADWAY, SIDEWALK, GRAVEL, ETC. IMPERVIOUS AREA SUB-TOTAL PROJECT AREA TOTAL 15,499 53,634 69,133 180,868 0.36± 1.23± 1.59± 4.15± 8.68% 29.65% 100.0% 38.33% BASIN 4 (0.97 AC) USE WELCOME CENTER - OFFICE (4,133 SF) PARKING RATIO REQUIREDPARKING SPACES 141 SPACE PER 300 SF OF TOTAL FLOOR AREA PARKING SUMMARY FOR PROPOSED IMPROVEMENTS EDUCATION CENTER - OFFICE (1,743 SF)61 SPACE PER 300 SF OF TOTAL FLOOR AREA TOTAL GIFT SHOP - OFFICE (149 SF)11 SPACE PER 300 SF OF TOTAL FLOOR AREA 21 USE NAPLES ZOO & GORDON GREENWAY PARK(PL20110001236) REQUIREDPARKING SPACES PROVIDEDPARKING SPACES 619 585 NAPLES ZOO AND GORDON GREENWAY PARK PARKING SUMMARY NAPLES ZOO ENTRANCE EXPANSION(PL20210000509)21 REQUIREDHANDICAP SPACES 12 PROVIDEDHANDICAP SPACES 12 BUSPARKING SPACES 12 NOTE: TOTAL PARKING REQUIRED IS CUMULATIVE OF EXISTING AND PROPOSED CONDITIONS. DISCHARGE INTO ALLIGATOR BAY PHASE 1 (3.29 AC) 42,198 0.97 100%TOTALS BASIN 1 (PERMITTED UNDER APPLICATION NO. 111114-20) BASIN 3 (PERMITTED UNDER APPLICATION NO. 161116-19) BASIN 2 (PERMITTED UNDER APPLICATION NO. 111114-20)09/09/21 REVISED PER COLLIER COUNTY COMMENTS22 2 2 2 2 2 2 1 1 1 1 1 2 2 1 3 09/27/21 REVISED PER COLLIER COUNTY COMMENTS3UNITS PER BUILDING 1 PROPOSED BUILDING PARAMETERS EDUCATION CENTER (BLDG #1) FLAMINGO HOLDING (BLDG #4) GIFT SHOP (BLDG #2) NUMBER OF STORIES ZONED BUILDING HEIGHT (FT) GROSS FLOOR AREA (SF) TYPE OF CONSTRUCTION FIRE SPRINKLERS V-B GROUP A-3, B, E GROUP UGROUP M YES NOYES GRASSLAND HOLDING (BLDG #5) GROUP U NO MIXED FOREST HOLDING (BLDG #6) GROUP U NO SAFARI CANYON ANIMAL HOLDING GROUP U NO WELCOME CENTER (BLDG #3) GROUP B YES OCCUPANCY / USE 11 1 1 21 1 11 1 1 12 V-BV-B V-B V-B V-BV-B BUILDINGS NOTES: 1. PROPOSED GROSS AREA UNDER ROOF AND CONSTRUCTION TYPE PROVIDED BY PROJECT ARCHITECT, "GLMV ARCHITECTURE". 2. MINIMUM REQUIRED FIRE FLOW DETERMINED FROM 2011 FLORIDA FIRE PROTECTION CODE TABLE 18.4.5.1.2 3. AVAILABLE FIRE FLOW REPRESENTS AVAILABLE SITE FIRE FLOW FROM FIRE FLOW TEST PERFORMED 11/24/2020. ACTUAL BUILDING HEIGHT (FT) 3 10.7517.25 10,400 4275,050 12.91 1,500 10.87 386 11.33 6,549 28.00 7,896 14.4111.5815.0826.66 16.58 17.91 28.91 37.41 Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1789 of 7924 XPED X PED X PED X PED X PED X PED X PED X PED X PED X PED X PE D X PE D X P E D X P E D X PEDXPEDXPEDXPEDXP ED X PE D X P ED XPEDXPEDXPEDXPEDXPEDXPEDXPED X PEDXPEDX PED X PED X PED X PED X PE D X PE D XPEDXPEDXPED X PED X P ED XPEDXPEDXPEDXPEDXPEDXPEDXPED X PED X PED X PED X PED X PED X PED X PED X PED X PEDX PE D XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPED X PE D XPEDXPEDXPED XPEDX PED X PE D XPEDXPEDXPEDXPEDXPEDX P E D X P E D X P E D X PE D X PED X PED X PED X PED XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPEDX PED XPED XPEDX PED XPEDXPEDXPEDX PED X PED X PEDXPEDX PED X PED X PED X PED X PED X PED X PED X PEDXPEDXPEDX PEDX PEDXPEDXPEDX PED XPED DROP OFF ONLY DROP OFF ONLY GROUP ENTRY ENTRY POINT GRAVEL SERVICE ROAD TEMPORARY ASPHALT ENTRY PATH ENTRANCE SIGNAGE (BY OTHERS) (OPTIONAL) ADA HANDRAIL (BY OTHERS) 3.5' WOOD SPLIT RAIL FENCE PROPOSED EDUCATION CENTER (BLDG # 1) PROPOSED GIFT SHOP (BLDG # 2) PROPOSED WELCOME CENTER (BLDG # 3) PROPOSED FLAMINGO EXHIBIT EXISTING SAFARI CANYON EXISTING PICNIC PAVILLIONEXISTING CONCESSIONS EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) EXISTING ALLIGATOR BAY EXISTING POND NAPLES ZOO LEASE BOUNDARY (TYP)EXISTING PUMP HOUSE EXISTING VENOM DEN EXISTING BLEACHERS EXISTING BLEACHERS PROPOSED FLAMINGO HOLDING (BLDG #4) PROPOSED ALLIGATOR VIEWING DECK PROPOSED FLAMINGO VIEWINGEXISTING CONCRETE WALKWAY 8' WOOD SCREEN FENCE 8' WOOD SCREEN FENCE ROOF LINE (TYP) WATER FOUNTAIN (TYP) ADA ACCESSIBLE RAMP 8' WOOD SCREEN FENCE EXISTING TREE (TO REMAIN) EXISTING TREE (TO REMAIN) EXISTING CHAINLINK FENCE (TO REMAIN) EXISTING WOOD FENCE (TO REMAIN) 3.5' WOOD SPLIT RAIL FENCE EXISTING TREE CLUSTER (TO REMAIN) GLASS VIEWEING (BY OTHERS) 3.5' WOOD SPLIT RAIL FENCE ADA HANDRAIL (BY OTHERS) ADA HANDRAIL (BY OTHERS) 3.5' WOOD / HOG PANEL FENCE 5' CHAINLINK CONTAINMENT FENCE ASPHALT WALKWAY PROPOSED ALLIGATOR PROMENADE 30 LF 5' GLASS BARRIER (BY OTHERS)RETAINING WALL (BY OTHERS) CONNECT PROPOSED CHAINLINK CONTAINMENT FENCE TO EXISTING CHAINLINK FENCE EXISTING 5' CHAINLINK FENCE EXISTING TREE CLUSTER (TO REMAIN) EXISTING TREE CLUSTER (TO REMAIN) CONNECT PROPOSED CONTAINMENT FENCE TO EXISTING CHAINLINK FENCE 3.5' CONTAINMENT FENCE (BY OTHERS) RETAINING WALL (BY OTHERS) 3.5' WOOD / HOG PANEL FENCE 3.5' WOOD SPLIT RAIL FENCE (BY OTHERS) EXISTING WOOD FENCE (TO REMAIN) CONNECT PROPOSED WOOD FENCE TO EXISTING WOOD FENCE 5' CHAINLINK CONTAINMENT FENCE RETAINING WALL (BY OTHERS) EXISTING CHAINLINK FENCE CONNECT PROPOSED CONTAINMENT FENCE TO EXISTING CHAINLINK FENCE EXISTING TREE (TO REMAIN) EXISTING TREE (TO REMAIN) EXISTING CHAINLINK FENCE 5' CHAINLINK CONTAINMENT FENCE 3.5' WOOD / HOG PANEL FENCE CONNECT PROPOSED CONTAINMENT FENCE TO EXISTING CHAINLINK FENCE EXISTING 5' CHAINLINK FENCE ADA HANDRAIL (BY OTHERS) EXISTING TREE CLUSTER (TO REMAIN) 3.5' WOOD SPLIT RAIL FENCE CONNECT PROPOSED WOOD SPLIT RAIL FENCE TO EXISTING WOOD FENCE 8' WOOD SCREEN FENCE 25 LF 3.5' GLASS BARRIER (BY OTHERS) END HANDRAIL 3.5' WOOD / HOG PANEL FENCE CONNECT PROPOSED WOOD / HOG PANEL FENCE TO PROPOSED WOOD SCREEN FENCE CONNECT PROPOSED WOOD SPLIT RAIL FENCE TO EXISTING WOOD FENCE EXISTING WOOD FENCE RETAINING WALL (BY OTHERS) 30 LF 3.5' GLASS BARRIER (BY OTHERS) ANIMAL ENCLOSURE (TYP) (BY OTHERS) ROOF LINE (TYP) ROOF LINE (TYP) ROOF LINE (TYP) ROOF LINE (TYP) 6.0' CONCRETE SIDEWALK CONCRETE MECHANICAL PAD (TYP) EXISTING TREES (TO REMAIN) EXISTING TREES (TO REMAIN) TYPE "D" CURB (TYP) 3.5' WOOD / HOG PANEL FENCE RETAINING WALL (BY OTHERS) 3.5' WOOD / HOG PANEL FENCE 8' WOOD SCREEN FENCE FENCE TRANSITION CONNECT PROPOSED WOOD FENCE TO EXISTING WOOD FENCE EXISTING WOOD FENCE (TO REMAIN) BRICK PAVER WALKWAY (TYP) CONCRETE MECHANICAL PAD (TYP) 5.0' CONCRETE SIDEWALK ANIMAL ENCLOSURE (TYP) (BY OTHERS) BENCH (TYP) (BY OTHERS) STORAGE CONTAINERS (TYP) RETAINING WALL (BY OTHERS) 3.5' WOOD SPLIT RAIL FENCE FENCE TRANSITION 8' WOOD SCREEN FENCE 8' WOOD SCREEN FENCE CONNECT PROPOSED WOOD SCREEN FENCE TO EXISTING FENCE 8' DECORATIVE FENCE 3.5' WOOD SPLIT RAIL FENCE 8' WOOD SCREEN FENCE 5' CHAINLINK FENCE RETAINING WALL (BY OTHERS) 8' DECORATIVE FENCE (BY OTHERS) CONCRETE WALKWAY (TYP) 8.0' CONCRETE WALKWAY (TYP) RETAINING WALL (BY OTHERS) ASPHALT WALKWAY (TYP) CONCRETE WALKWAY (TYP) WATER FOUNTAIN (TYP) ASPHALT WALKWAY (TYP) EXISTING BRICK PAVERS (TO REMAIN) EXISTING TREE (TO REMAIN) EXISTING TREE CLUSTER (TO REMAIN) EXISTING TREE CLUSTER (TO REMAIN) EXISTING TREE (TO REMAIN) 8' WOOD SCREEN FENCE (TYP) (TO BE INSTALLED AS PART OF PHASE 2) EXISTING 8' CHAINLINK FENCE CONNECT PROPOSED WOOD SCREEN FENCE TO EXISTING CHAINLINK FENCE ANIMAL ENCLOSURE (TYP) (BY OTHERS) 3.5' WOOD SPLIT RAIL FENCE (BY OTHERS) CONNECT PROPOSED WOOD SPLIT RAIL FENCE TO EXISTING WOOD FENCE TYPE "D" CURB (TYP) LIMITS OF STORMTECH CHAMBER SYSTEM (SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES) LIMITS OF STORMTECH CHAMBER SYSTEM (SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES) GATOR ISLAND EXISTING GIFT SHOP (TO BE DEMOLISHED IN PHASE 2) CONNECT PROPOSED WOOD FENCE TO EXISTING CHAINLINK FENCE BENCH (TYP) (BY OTHERS) PROPOSED SAFARI CANYON ANIMAL HOLDING PROPOSED SAFARI CANYON ANIMAL HOLDING FUTURE EXHIBIT 16 . 0 ' W IDEGATE 6" WHITE THERMOPLASTIC STRIPE 18" WHITE THERMOPLASTIC STRIPE NO PARKING FIRE LANE SIGN (SEE SHEET 2 FOR DETAIL) NO PARKING FIRE LANE SIGN (SEE SHEET 2 FOR DETAIL) 16. 0 ' W I D E W A L K W A Y X PED NOTE J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\07 - MSP.DWG 10/7/2021 2:40 PMMASTER SITE PLAN (SOUTH)7 0 SCALE: 1" = 10' 20'40' 20' N 2 2 2 2 2 2 2 2 2 2 PROPOSED BRICK PAVERS PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL EXISTING ASPHALT EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING GRAVEL PROPOSED PERIMETER FENCE PROPOSED ADA HANDRAIL PROPOSED PEDESTRIAN BARRIER PROPOSED WOOD SCREEN FENCE PROPOSED CONTAINMENT FENCE EXISTING FENCE LEGEND THE SITE DEVELOPMENT CONTRACTOR SHALL NOTIFY ENGINEERING INSPECTIONS SERVICES (JOE.BIANCHI@COLLIERCOUNTYFL.GOV) FOR INSPECTION OF THE STORM WATER CHAMBERS PRIOR TO FINAL BACKFILL TO ASSURE PROPER GRADATION OF STONE AND INSTALLATION OF FILTER FABRIC. 2 2 2 2 2 2 2 08/02/21 REVISED PER SFWMD COMMENTS109/09/21 REVISED PER COLLIER COUNTY COMMENTS2Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1790 of 7924 7.676.668.147.407.747.206.195.826.006.166.547.367.977.867.917.968.088.017.717.736.766.626.866.686.516.336.406.946.606.616.706.106.016.646.726.666.666.426.586.817.307.056.827.287.337.497.176.636.846.766.617.438.197.467.076.115.647.027.247.006.8110.747.338.057.706.466.486.866.566.556.496.646.387.316.957.007.117.647.697.547.417.427.387.867.757.477.507.637.697.417.697.817.817.817.337.317.557.677.547.548.487.787.687.607.567.568.547.697.597.768.307.988.097.507.827.787.817.668.258.558.478.078.438.408.427.467.457.657.628.188.067.808.098.087.717.717.767.977.787.927.947.937.867.678.038.017.877.277.187.027.477.467.577.437.307.567.637.587.547.067.147.677.046.977.036.956.637.827.897.858.138.047.547.448.138.007.507.749.008.979.509.429.319.488.067.948.008.128.207.617.788.599.269.289.269.289.279.309.419.369.169.099.279.269.379.439.489.457.287.397.617.767.897.928.158.218.418.538.628.719.408.988.227.808.227.807.637.557.467.377.176.587.086.506.987.456.766.536.586.637.418.287.217.387.147.057.127.006.826.948.4715.3915.3011.6511.8514.6915.2615.367.697.457.497.618.739.078.957.897.737.677.497.447.216.946.924.937.647.517.717.907.397.668.228.258.529.838.258.548.727.837.587.227.457.946.856.866.976.687.097.127.286.966.926.936.987.277.007.396.956.947.447.697.107.1314.3714.5814.7215.9316.2715.917.736.906.846.666.2912.607.719.4513.167.218.0912.657.377.337.067.0912.4114.6314.3716.337.467.337.297.067.377.277.286.907.757.567.0312.007.4012.198.287.828.188.138.107.227.2011.757.809.577.377.347.537.077.077.557.867.457.497.577.127.287.387.177.227.247.347.147.257.337.167.178.788.467.888.107.687.485.926.457.087.187.7110.9314.9914.5811.496.816.797.757.94-81.797.037.607.137.327.037.367.537.727.496.617.447.636.736.957.066.967.266.966.846.846.8513.8110.8714.357.367.397.307.317.297.2210.2910.3310.3010.197.327.117.556.927.046.296.656.686.667.097.076.666.467.327.177.197.496.556.967.758.098.318.158.047.978.108.298.367.517.587.597.777.728.267.608.318.137.9811.7312.2311.4113.1312.9112.3611.4210.648.0711.1212.588.067.256.486.376.567.237.447.096.876.717.086.877.277.538.597.057.317.027.047.147.377.387.166.927.167.226.896.607.137.107.117.076.817.157.347.357.597.577.797.527.786.498.237.848.017.717.697.317.197.319.367.827.737.377.547.128.087.867.697.396.746.687.447.808.338.158.038.017.417.267.147.597.266.357.857.687.868.8810.5612.1010.669.068.6711.6911.159.1811.9812.878.569.248.4210.058.1311.0311.177.297.307.317.387.427.337.597.607.793.738.557.828.108.118.308.238.278.179.178.718.127.677.587.697.668.028.308.238.498.778.478.577.687.767.527.527.458.387.887.667.737.768.087.787.898.157.947.667.637.787.537.477.847.517.868.068.078.078.058.097.968.157.927.527.577.937.967.808.278.187.287.297.907.657.857.946.926.8110.0611.6811.8911.8310.8812.239.887.027.004.784.704.714.744.634.754.654.672.181.981.661.382.072.873.632.552.824.622.774.683.114.661.781.204.504.814.714.734.794.675.725.895.775.815.487.057.227.257.187.197.217.197.147.177.187.247.217.277.497.757.627.407.437.477.547.527.788.037.728.088.048.278.028.018.068.058.218.048.077.747.858.067.717.878.0311.549.788.117.737.707.968.018.058.0710.878.128.118.068.128.118.148.128.118.068.188.997.325.877.837.887.747.627.467.397.457.337.307.527.457.377.427.858.117.487.157.117.237.307.497.737.457.248.318.388.177.227.277.357.868.027.967.557.827.887.887.897.988.118.107.827.987.967.907.167.117.077.107.066.966.977.107.137.127.217.237.207.087.086.956.776.816.817.016.947.006.946.976.646.686.696.847.027.077.137.097.147.237.366.956.657.085.596.017.337.617.607.227.387.417.497.447.297.59XPED X PED X PED X PED X PED X PED X PED X PED X PED X PED X PED X PE D XP E D X P E D X PEDXPEDXPEDXPEDXP ED X PE D X P ED XPEDXPEDXPEDXPEDXPEDXPEDXPED X PEDXPEDX PED X PE D X PED X PED X PED X PE D XPEDXPEDXPED X PED X PEDXPEDXPEDXPEDXPEDXPEDXPEDXPED X PED X PED X PED X PED X PED X PED X PED XPED X PEDX PE D XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPED X PE D XPEDXPEDXPED XPEDX PED X PE D XPEDXPEDXPEDXPEDXPEDX P ED X P E DXP E D X PE D X PED X PED X PED X PED XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPEDX PED XPED XPEDX PED XPEDXPEDXPEDX PED X PED X PEDXPEDX PED X PED X PED X PED X PED X PED X PED X PEDXPEDXPEDX PEDX PEDXPEDXPEDX PED XPED DROP OFF ONLY DROP OFF ONLY PROPOSED EDUCATION CENTER (BLDG # 1) (FFE = 11.30 NGVD) PROPOSED GIFT SHOP (BLDG # 2) (FFE = 11.30 NGVD) PROPOSED WELCOME CENTER (BLDG # 3) (FFE = 11.30 NGVD) PROPOSED FLAMINGO EXHIBIT (REFERENCE BUILDING PERMIT PLANS FOR EXHIBIT GRADING) EXISTING SAFARI CANYON EXISTING PICNIC PAVILLION EXISTING CONCESSIONS EXISTING ALLIGATOR BAY EXISTING POND 8.789.50 9.509.75 9.55 10.7 0 10.40 10.5310.408.508.508. 4 08.858.2011.0 0 11.1 0 10.9011.0010.8511.0010.8510.70 8.508.0010.808.4510.7011. 3 0 11. 2 5 11. 2 0 11.10 10.95 10 . 85 10 . 70 10.80 10.60 10.70 10.31 10.9511.25 11.25 11. 2 0 11. 2 5 11.259.8610.95 9.729.31 8.989.25 EXISTING GIFT SHOP (FFE = 8.55 NGVD) (TO BE DEMOLISHED IN PHASE 2) 11.10 11 . 25 11.2 5 11 . 25 1 1 . 2 511.2511.2510.84 11.25 11.25 10.89 10.84 10.89 9.42 9.42 9.47 9.47 8.00 10.8510.808.508.457.7 0 STR #7 NYOPLAST INLINE DRAIN RIM: 10.70 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES EXISTING BLEACHERS GRAVEL SERVICE ROAD TEMPORARY ENTRY PATH (TO BE REMOVED IN PHASE 2) ADA HANDRAIL (BY OTHERS) EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) PROPOSED ALLIGATOR VIEWING DECK PROPOSED SAFARI CANYON ANIMAL HOLDING EXISTING CONCRETE WALKWAY ROOF LINE (TYP.) ADA ACCESSIBLE RAMP (BY OTHERS) ASPHALT WALKWAY PROPOSED ALLIGATOR PROMENADE 30 LF 5' GLASS BARRIER (BY OTHERS) RETAINING WALL (BY OTHERS) RETAINING WALL (BY OTHERS) ADA HANDRAIL (BY OTHERS) 25 LF 3.5' GLASS BARRIER (BY OTHERS) END HANDRAIL RETAINING WALL (BY OTHERS) ANIMAL ENCLOSURE (TYP.) (BY OTHERS) ANIMAL ENCLOSURE (TYP.) (BY OTHERS) ROOF LINE (TYP.) ROOF LINE (TYP.) ROOF LINE (TYP.) ROOF LINE (TYP.) CONCRETE MECHANICAL PAD (TYP.) ASPHALT WALKWAY (TYP.) CONCRETE WALKWAY (TYP.) (MAX SLOPE FOR RAMP SHALL BE 8.33%) ASPHALT WALKWAY (TYP.) EXISTING BRICK PAVERS (TO REMAIN) PROPOSED FLAMINGO HOLDING (BLDG#4) (FFE = 9.70 NGVD) 7.75 7.75 7.90 8.008.00 9.00 9.00 8.008.358.828.52 9 . 0 1 11.00 10.00 8.75 10.75 9.75 1 0 . 0 0 9. 7 5 7.709.508.75 8.50 8.25 8.50 8.457.957 . 9 0 7 . 8 5 7.75 7.89 8.01 7.50 7.50 8.50 10.80 11.20 11.20 8.50 10.80 7.75 7.80 7.50 9.05 9.15 MATCH EXISTING GRADE 10.70 10.70 10.30 10.16 8.5510.03 LIMITS OF STORMTECH CHAMBER SYSTEM SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES LIMITS OF STORMTECH CHAMBER SYSTEM SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES STR #CS-1 (SEE SHEET 13 FOR DETAILS) STR #2 JUNCTION BOX RIM: 6.50 INV SW: 2.85 INV SE: 2.85 INV NE: 2.85 STR #1 MES INV: 2.80 STR #3 GRATE INLET GRATE: 7.60 INV NW: 2.90 STR #5 GRATE INLET GRATE: 11.15 INV SE: 7.30 STR #6 NYOPLAST INLINE DRAIN RIM: 10.55 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES STR #18 YARD DRAIN GRATE: 8.30 INV N: 1.50 STR #17 YARD DRAIN GRATE: 7.30 INV S: 1.50 INV E: 1.50 STR #16 YARD DRAIN GRATE: 7.20 INV SW: 1.50 INV NE: 1.50 EXISTING VENOM DEN EXISTING BLEACHERS STR #15 YARD DRAIN GRATE: 7.00 INV SW: 1.50 INV W: 1.80 INV NE: 3.30 STR #19 YARD DRAIN GRATE: 7.20 INV E: 2.00 STR #14 GRATE INLET GRATE: 7.00 INV SW: 3.30 INV SE: 3.55 INV NW: 2.75 STR #20 YARD DRAIN GRATE: 7.55 INV NW: 3.55 STR #13 JUNCTION BOX RIM: 9.45 INV SE: 2.60 INV SW: 3.39 INV NE: 6.90 INV NW: 2.85 STR #8 NYOPLAST INLINE DRAIN RIM: 10.75 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES STR #11 GRATE INLET GRATE: 10.45 INV E: 6.85 STR #23 GRATE INLET GRATE: 7.60 INV SW: 3.80 INV E: 3.55 STR #24 YARD DRAIN GRATE: 7.20 INV NE: 3.80 STR #1 MES INV: 2.80 9.25STR #21 YARD DRAIN GRATE: 8.10 INV SW: 4.60 ADA HANDRAIL (BY OTHERS) ADA HANDRAIL (BY OTHERS) GLASS VIEWING (BY OTHERS) RETAINING WALL (BY OTHERS) 30 LF 3.5' GLASS BARRIER (BY OTHERS) TYPE "D" CURB (TYP.) STR #4 JUNCTION BOX RIM 11.00 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES 35 LF 12" HDPE 23 LF 18" RCP @0.17% STR #9 NYOPLAST INLINE DRAIN RIM: 10.60 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES STR #10 JUNCTION BOX RIM : 10.90 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES 23 LF 18" RCP @0.15% 85 LF 18" RCP @0.18% 25 LF 10" HDPE @ 0.00% 40 LF 10" HDPE @ 0.00% 10" 45° BEND 15 LF 10" HDPE @ 0.00% 40 LF 12" HDPE @ 0.00% 30 LF 12" HDPE @ 0.67% 12" 22.5° BEND 30 LF 12" HDPE @ 0.00% 10 LF 12" HDPE @ 0.00% 20 LF 12" HDPE @ 0.00% 78 LF 18" RCP @ 0.00% 60 LF 10" HDPE @ 0.00% 30 LF 10" HDPE @ 0.00% 50 LF 18" RCP @ 0.15% STR #22 YARD DRAIN GRATE: 8.30 INV W: 3.48 INV NE: 3.48 56 LF 18" RCP @ 0.16% EXISTING GATOR ISLAND DRAINAGE INFRASTRUCTURE TO CROSS BELOW WATER AND SEWER SERVICES. CONTRACTOR TO MAINTAIN A MINIMUM OF 12" VERTICAL SEPARATION NAPLES ZOO LEASE BOUNDARY (TYP.) FUTURE EXHIBIT 10.53 MATCH EXISTING GRADE MATCH EXISTING GRADE 10.6 1 8.65 8.84 8.79 9.95 9.85 35 LF 12" HDPE 10.65 ROOF LINE (TYP.) MATCH EXISTING GRADE TAPER RETAINING WALL DOWN TO BE FLUSH WITH PROPOSED GRADE RETAINING WALL (BY OTHERS) 10.87 11. 1 7 11.00 10.60 10.80 10.80 PROPOSED SAFARI CANYON ANIMAL HOLDING 8.108.05 7.90 9.00 8.90 32 LF 18" RCP @0.15% 8.057.90 8.45 RETAINING WALL (BY OTHERS) 7.85 ADA HANDRAIL (BY OTHERS) MAX SLOPE FOR RAMP SHALL BE 8.33% MAX SLOPE FOR RAMP SHALL BE 8.33% 7.90 11.25 9.60 9.40 9.60 9.40 10% MAXSLOPE10% MAXSLOPE10% MAXSLOPESTR #25 YARD DRAIN GRATE: 9.30 INV NW: 6.70 24 LF 12" HDPE @ 0.00%9.46 8.4 1 11.05 11.25 MATCH EXISTING GRADE 10.00 9.00 9.0011.00 10.00 11.00 11.00 11.00 9.00 10.8011.0010.00 11 . 0 0 10.0010.20 21 LF TRENCH DRAIN (REFERENCE FDOT INDEX 436-001, TYPE III) TRANSITION STEP TRENCH DRAIN GRATE: 6.90 TRANSITION STEP TRENCH DRAIN GRATE: 7.00 STR #7A NYOPLAST INLINE DRAIN RIM: 10.60 *SEE STORMTECH DESIGN MANUAL AND PLANS FOR CONNECTION GUIDELINES 8.95 8.95 7.75 TRANSITION STEP RETAINING WALL AROUND ENTIRE FLAMINGO EXHIBIT (BY OTHERS) MATCH EXISTING GRADE 87 LF 10" HDPE @ 0.00% 9.32 6.68X PED J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\08 - MPGD.DWG 10/7/2021 2:42 PMMASTER PAVING, GRADING ANDDRAINAGE PLAN (SOUTH)8 0 SCALE: 1" = 10' 20'40' 20' N LEGEND PROPOSED BRICK PAVERS PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL EXISTING ASPHALT EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING GRAVEL PROPOSED PERIMETER FENCE PROPOSED ADA HANDRAIL PROPOSED PEDESTRIAN BARRIER PROPOSED WOOD SCREEN FENCE PROPOSED CONTAINMENT FENCE EXISTING FENCE 9.00 11.11PROPOSED SPOT ELEVATION EXISTING GRADE 2 2 2 2 2 2 2 2 2 THE SITE DEVELOPMENT CONTRACTOR SHALL NOTIFY ENGINEERING INSPECTIONS SERVICES (JOE.BIANCHI@COLLIERCOUNTYFL.GOV) FOR INSPECTION OF THE STORM WATER CHAMBERS PRIOR TO FINAL BACKFILL TO ASSURE PROPER GRADATION OF STONE AND INSTALLATION OF FILTER FABRIC. NOTE 2 BASIN 4 BOUNDARY 1 2 22 08/02/21 REVISED PER SFWMD COMMENTS109/09/21 REVISED PER COLLIER COUNTY COMMENTS2Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1791 of 7924 XPED X PED X PED X PED X PED X PED X PED X PED X PED X PED X PE D X PE D X P E D X P E D XPEDXPEDXPEDXPEDXP ED X PE D X P ED XPEDXPEDXPEDXPEDXPEDXPEDX PED X PEDXPEDX PED X PE D X PED X PED X PE D X PE D XPEDXPEDXPED X PED X P ED XPEDXPEDXPEDXPEDXPEDXPEDXPED X PED X PED X PED X PED X PED X PED X PED X PED XPEDX PE D XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPED X PE D XPEDXPEDXPED XPEDX PED X PE D XPEDXPEDXPEDXPEDXPEDXP ED X P E D X P E D X PE D X PED X PED X PED X PED XPEDXPEDXPEDXPEDXPEDXPEDXPEDXPEDX PED XPED XPEDX PED XPEDXPEDXPEDX PED X PED X PEDXPEDX PED X PED X PED X PED X PED X PED X PED X PEDXPEDXPEDX PEDX PEDXPEDXPEDX PED XPED DROP OFF ONLY DROP OFF ONLY EXISTING 4" PVC WATER MAIN EXISTING 4" PVC WATER MAIN SEWER CLEANOUT INV: 4.61 59 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 3.34 14 LF 6" SDR 26 PVC @1.04% (MIN.) EXISTING 6" SEWER LATERAL EXISTING 6" SEWER LATERAL EXISTING 6" SEWER LATERAL EXISTING 6" SEWER CLEANOUT INV: ±5.3 EXISTING 6" SEWER CLEANOUT INV: ±6.2 EXISTING 6" SEWER CLEANOUT INV: ±4.3 EXISTING 1.5" WATER SERVICE PROPOSED EDUCATION CENTER (BLDG # 1) PROPOSED GIFT SHOP (BLDG # 2) PROPOSED WELCOME CENTER (BLDG # 3) PROPOSED FLAMINGO EXHIBIT EXISTING SAFARI CANYON EXISTING GIFT SHOP (TO BE DEMOLISHED AS PART OF PHASE 2)) EXISTING PICNIC PAVILLIONEXISTING CONCESSIONS EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) EXISTING ALLIGATOR BAY EXISTING POND NAPLES ZOO LEASE BOUNDARY (TYP) 6" SEWER CLEANOUT INV: 7.05 23 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 4.15 6" SEWER CLEANOUT INV: 3.48 CONNECT TO EXISTING SEWER CLEANOUT INV: 3.29 EXISTING SEWER CLEANOUT INV: 3.20 64 LF 6" SDR 26 PVC @1.04% (MIN.) 18 LF 6" SDR 26 PVC SDWER LATERAL @1.04% (MIN.) EXISTING 3" WATER SERVICE SEWER CLEANOUT INV: 2.95 EXISTING 3" WATER SERVICE SEWER CLEANOUT INV: 4.80 EXISTING VENOM DEN PROPOSED SAFARI CANYON ANIMAL HOLDING EXISTING BLEACHERS EXISTING BLEACHERS PROPOSED FLAMINGO HOLDING (BLDG #4) EXISTING 6" IRRIGATION MAIN SEWER CLEANOUT INV: 4.65 EXISTING 6" IRRIGATION MAIN EXISTING 8" REUSE WATER MAIN CUT-IN 6" CROSS W/ 6" GATE VALVE INSTALL 6" CAP 6" 11.25° BEND 6" 45° BEND 6" 45° BEND 6" 45° BEND 6" 22.5° BEND 6" 45° BEND 6" 45° BEND CUT-IN 6" X 6" TEE W/ 6" GATE VALVE 6" CAP EXISTING 6" PVC IRRIGATION MAIN 6" DR 18 PVC IRRIGATION MAIN 6" DR 18 PVC IRRIGATION MAIN PROPOSED ALLIGATOR VIEWING DECK 25 LF 6" SDR 26 PVC @1.04% (MIN.) 1.5" TEE WITH 1.5" GATE VALVE SEWER CLEANOUT INV: 6.30 EXISTING 4" PVC WATER MAIN EXISTING 2" PVC FORCE MAIN EXISTING FIRE HYDRANT ASSEMBLY 18 LF 6" SDR 26 PVC @1.04% (MIN.) 1.5" POLYTUBE WATER SERVICE SEWER CLEANOUT INV: 4.39 SEWER CLEANOUT INV: 4.00 63 LF 6" SDR 26 PVC @1.04% (MIN.) EXISTING 2" PVC FORCE MAIN EXISTING SEWER CLEANOUT INV: 2.42 EXISTING SEWER CLEANOUT INV: 1.64 EXISTING 8" REUSE WATER MAIN EXISTING 4" PVC WATER MAIN EXISTING 6" SEWER LATERAL EXISTING 6" SEWER LATERAL SEWER LATERAL TO CROSS UNDER 12" HDPE. CONTRACTOR TO NOTIFY ENGINEER IF 18" OF VERTICAL SEPARATION CANNOT BE MAINTAINED SEWER CLEANOUT INV: 3.19 9 LF 6" SDR 26 PVC @1.04% (MIN.) 23 LF 6" SDR 26 PVC @1.04% (MIN.) 24 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 2.70 36 LF 6" SDR 26 PVC @1.04% (MIN.) CONNECT TO EXISTING SEWER CLEANOUT INV: 2.32 EXISTING SEWER CLEANOUT INV: 1.34 EXISTING 6" SEWER LATERAL EX. 10.0' FPLEASEMENTEXISTING SEWER CLEANOUT INV: (-)0.37 CUT IN 8" X 1" TEE WITH 1" GATE VALVE EXISTING SEWER CLEANOUT INV: 0.36 EXISTING 6" SEWER LATERAL EXISTING SEWER CLEANOUT INV: 0.97 EXISTING 6" SEWER LATERAL EXISTING FIRE HYDRANT ASSEMBLY 1" CAP 1" IRRIGATION METER EXISTING SEWER CLEANOUT INV: (-)0.65 EXISTING 6" SEWER LATERAL EXISTING 6" SEWER LATERAL EXISTING SEWER CLEANOUT INV: 0.75 EXISTING 6" SEWER LATERAL EXISTING SEWER CLEANOUT INV: 3.23 EXISTING 6" SEWER LATERAL EXISTING SEWER CLEANOUT INV: 3.80 SEWER CLEANOUT INV: 5.50 EXISTING 6" SEWER LATERAL 55 LF 6" SDR 26 PVC @1.04% (MIN.) CONNECT 6" SEWER LATERAL TO EXISTING 6" SEWER LATERAL INV: 5.07 EXISTING 6" SEWER LATERAL 2" POLYTUBE WATER SERVICE 58 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 4.18 14 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 4.02 2" POLYTUBE WATER SERVICE WITH CAP FOR FUTURE CONNECTION 2" X 2" TEE WITH 2" GATE VALVE SEWER CLEANOUT INV: 3.90 11 LF 6" SDR 26 PVC @1.04% (MIN.) 20 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 3.69 WATER FOUNTAIN (TYP.) 1.5" POLYTUBE WATER SERVICE 4" X 1.5" TEE WITH 1.5" GATE VALVE REMOVE CAP AND CONNECT TO EXISTING 2" WATER SERVICE 2" POLYTUBE WATER SERVICE WATER FOUNTAIN (TYP.) SEWER LATERAL TO CROSS UNDER 4" WATER MAIN. CONTRACTOR TO MAINTAIN MINIMUM OF 18" VERTICAL SEPARATION EXISTING SEWER CLEANOUT INV: 4.50 SEWER CLEANOUT INV: 3.59 EXISTING 6" SEWER LATERAL EXISTING 2" WATER SERVICE EXISTING SEWER CLEANOUT INV: 3.48EXISTING 6" SEWER LATERAL EXISTING 6" SEWER LATERAL EXISTING 2" PVC WATER SERVICE EXISTING 6" SEWER LATERAL EX. 10.0' FPLEASEMENTEXISTING 8" REUSE WATER MAIN PROPOSED FLAMINGO VIEWING SEWER LATERAL TO CROSS UNDER 2" WATER SERVICE. CONTRACTOR TO MAINTAIN MINIMUM OF 18" VERTICAL SEPARATION SEWER LATERAL TO CROSS UNDER 4" WATER MAIN. CONTRACTOR TO MAINTAIN MINIMUM OF 18" VERTICAL SEPARATION GATOR ISLAND LIMITS OF STORMTECH CHAMBER SYSTEM (SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES) LIMITS OF STORMTECH CHAMBER SYSTEM (SEE STORMTECH DESIGN MANUAL FOR CONNECTION GUIDELINES) FUTURE EXHIBIT EXISTING 4" PVC WATER MAIN EXISTING 2" PVC FORCE MAIN PROPOSED SAFARI CANYON ANIMAL HOLDING EXISTING 2" WATER SERVICE 1" POLYTUBE IRRIGATION SERVICE EXISTING 10" CASING AROUND EXISTING 4" WATER MAINEXISTING 12" CASING AROUND EXISTING 6" SEWER LATERAL 6" 11.25° BEND 8" X 6" TEE W/ 6" GATE VALVE 6" 45° BEND 6" 45° BEND (2) 6" 22.5° BENDS PROPOSED FIRE HYDRANT ASSEMBLY 6" DR 18 PVC REUSE MAIN 6" 11.25° BEND 6" 11.25° BEND 6" DR 18 PVC REUSE MAIN PROPOSED FIRE HYDRANT ASSEMBLY 8" X 6" TEE 4" TEE W/ 4" GATE VALVE 4" PVC (AWWA C-900, CL200) FIRE MAIN 4" PVC (AWWA C-900, CL200) FIRE MAIN EX FPL ELECTRICAL TRANSFORMERS EX UNDERGROUND ELECTRICAL VAULTS 6" 11.25° BEND (2) 6" 22.5° BENDS 6" 11.25° BEND 6" 45° BEND FIRE PROTECTION EQUIPMENT (SEE FIRE SERVICE DETAIL ON SHEET 2) 4" PVC (AWWA C-900, CL200) FIRE MAIN 16 . 0 ' W IDEGATE 16. 0 ' W I D E PA T H FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FIRE PROTECTION EQUIPMENT (SEE FIRE SERVICE DETAIL ON SHEET 2) 4" 45° BEND 4" 45° BENDS 4" 45° BEND 4" TEE 4" 45° BEND 4" TEE 4" 90° BEND 4" 45° BENDS 4" 11.25° BENDS 4" 45° BENDS 4" TEE 4" TEE W/ 4" GATE VALVE 4" 45° BENDS 4" PVC (AWWA C-900, CL200) FIRE MAIN 4" 90° BEND 4" TEE 4" 90° BEND X PED J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\09 - MUP.DWG 10/7/2021 2:43 PMMASTER UTILITY PLAN (SOUTH)9 0 SCALE: 1" = 10' 20'40' 20' N PROPOSED BRICK PAVERS PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL EXISTING ASPHALT EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING GRAVEL PROPOSED PERIMETER FENCE PROPOSED ADA HANDRAIL PROPOSED PEDESTRIAN BARRIER PROPOSED WOOD SCREEN FENCE PROPOSED CONTAINMENT FENCE EXISTING FENCE LEGEND 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 08/02/21 REVISED PER SFWMD COMMENTS12 2 2 CENTER WELCOME FDC 2 2 2 2 2 FOR SHOP GIFT FDC FOR CENTER EDUCATION FDC FOR 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 09/09/21 REVISED PER COLLIER COUNTY COMMENTS2Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1792 of 7924 XX XXPED X PEDXPEDX PEDXPED X P E D XPEDX PEDXPED 7.016.986.937.006.916.796.677.047.107.117.257.157.256.967.218.437.417.577.347.257.227.187.277.078.228.706.727.367.235.937.049.359.639.518.328.338.407.696.887.458.218.418.678.278.017.107.667.018.278.3310.8410.148.617.787.968.468.498.026.876.966.858.007.947.918.006.596.547.417.306.617.537.727.467.487.207.267.467.357.517.687.897.669.028.447.967.917.847.507.637.787.808.028.067.477.182.653.856.906.656.616.688.178.486.226.936.606.255.966.567.337.457.517.547.497.357.988.017.988.027.946.316.136.196.176.336.396.536.516.426.597.887.917.847.768.238.528.137.857.687.417.057.217.037.557.898.527.997.025.716.666.048.047.817.588.278.2911.7710.3911.847.818.308.388.457.897.928.008.418.528.558.168.078.088.118.208.568.558.308.368.408.428.628.748.568.638.828.698.368.138.308.719.358.248.608.518.728.218.658.599.288.477.417.537.577.478.008.208.338.177.997.857.907.807.907.777.797.997.767.907.947.627.617.227.347.357.617.066.606.977.117.287.477.6810.1710.1510.257.3410.2010.247.58-88.03-87.17-90.288.048.408.317.927.768.248.317.708.158.138.137.937.967.857.927.887.957.747.527.307.267.397.526.956.806.937.287.467.527.387.527.717.887.827.727.707.907.876.797.076.796.706.686.776.516.857.216.896.896.744.196.375.184.857.106.865.065.176.246.585.146.475.106.426.415.075.106.486.495.246.545.767.517.276.976.977.287.316.886.786.507.265.345.407.246.295.365.386.736.916.70-85.947.316.977.095.926.085.227.087.475.925.965.895.505.896.685.976.636.456.786.906.807.126.536.747.216.126.716.775.0911.818.529.178.999.248.859.426.268.057.2211.766.617.108.607.837.508.616.705.828.346.856.816.397.047.809.706.877.937.527.276.4710.879.558.268.548.2910.109.379.3113.5214.077.787.578.698.087.935.996.667.637.526.356.705.005.016.276.426.416.235.365.526.515.916.336.466.396.625.228.027.075.465.666.286.386.546.606.386.666.636.768.188.168.028.088.058.148.327.828.028.017.697.717.848.258.478.348.087.897.507.457.227.427.397.607.567.998.847.787.647.847.908.128.388.458.418.4513.5411.0014.6915.426.647.167.306.786.656.696.557.077.089.6911.6013.126.667.457.578.408.638.698.257.807.898.148.527.626.574.054.343.723.848.475.318.544.795.735.774.803.988.598.257.877.737.597.337.487.537.487.647.487.698.298.617.948.027.57X 6.946.956.896.846.816.946.766.736.656.506.466.467.728.277.707.157.237.056.997.187.417.727.357.836.387.607.697.847.827.767.727.557.527.707.737.757.637.707.637.577.497.187.007.607.597.617.447.237.066.95XPEDXPED X PED X PED X PEDXPEDXPEDXPEDXPEDXPED X PED X PEDXPEDXPEDXPED X P E D X P E D X P E D X PEDXPEDXPEDX PED X PED X PED X P EDXPEDXPEDXPEDXPEDXPEDXPEDXPEDXPED PROPOSED GRASSLANDS HABITAT PROPOSED 8' FENCE WITH 2' TURN-BACK AND 2' DIG BARRIER (BY OTHERS) ABANDONED LIFT STATION (TO REMAIN) POOL (BY OTHERS) 9.309.10 8.05 8.05 7.30 6.80 6.656.656.907.057.30 7.20 7.207.306.606.60 7.30 7.20 9.30 9.10 8.50 8.80 8.50 8.30 7.007.257.30 8.70 PROPOSED GRASSLAND HOLDING (BLDG #5) (FFE = 9.30 NGVD) PROPOSED MIXED FOREST HOLDING (BLDG #6) (F.F.E. = 7.40) STABILIZED SERVICE WALKWAY ASPHALT WALKWAY MATCH EXISTING ASPHALT 8' WOOD SCREEN FENCE EXISTING FENCE CONNECT PROPOSED WOOD FENCE TO EXISTING FENCE 3.5' WOOD / HOG PANEL FENCE FENCE TRANSITION 40 LF 8' GLASS VIEWING (BY OTHERS) 2" X 2" TEE WITH 2" GATE VALVE 2" POLYTUBE WATER SERVICE 31 LF 6" SDR 26 PVC @1.04% (MIN.) 51 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 4.60 SEWER CLEANOUT INV: 4.07 SEWER CLEANOUT INV: 3.36 51 LF 6" SDR 26 PVC @1.04% (MIN.) SEWER CLEANOUT INV: 2.82 13 LF 6" SDR 26 PVC @1.04% (MIN.) 2" POLYTUBE WATER SERVICE SEWER CLEANOUT INV: 5.55 SEWER CLEANOUT INV: 3.13 9 LF 6" SDR 26 PVC @1.04% (MIN.) 2" IPS POLYTUBE FORCE MAIN GRINDER PUMP STATION #3 (SEE SHEET 15 FOR DETAILS) PROVIDE SIGN WITH OWNER AND EMERGENCY CONTACT INFO SAMPLE: NAPLES ZOO, INC. 239-262-5406 FOR EMERGENCY: SOUTH FLORIDA LIFT STATIONS, INC 239-332-0041 IT IS ANTICIPATED THAT FORCE MAIN WILL BE LAID FLAT TO ENSURE NO AIR POCKETS WILL FORM. IN THE EVENT THIS IS NOT POSSIBLE, AN AIR RELEASE VALVE SHOULD BE ADDED TO PREVENT AIR POCKETS FROM FORMING WITHIN FORCE MAIN EXISTING FOSA EXHIBIT HOT TAP EXISTING 4" WATER MAIN WITH 4" X 2" TAPPING SLEEVE AND VALVE 2" X 2" TEE WITH 2" GATE VALVE 2" POLYTUBE WATER SERVICE SEWER LATERAL TO CROSS UNDER 2" WATER SERVICE. CONTRACTOR TO MAINTAIN MINIMUM OF 18" VERTICAL SEPARATION 2" CAP 2" CAP EXISTING 4" PVC WATER MAIN EXISTING 4" PVC WATER MAIN 8' WOOD SCREEN FENCE FENCE TRANSITION 8' CHAINLINK FENCE EXISTING CHAINLINK FENCECONNECT PROPOSED CHAINLINK FENCE TO EXISTING CHAINLINK FENCE CONNECT PROPOSED CHAINLINK FENCE TO EXISTING CHAINLINK FENCE EXISTING CHAINLNK FENCE 8' CHAINLINK FENCE RETAINING WALL (BY OTHERS) EXISTING WATER SERVICE (SIZE UNKNOWN) (TO REMAIN) (CONTRACTOR TO FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IMMEDIATELY TO ENGINEER) EXISTING TREE (TO REMAIN) EXISTING TREE CLUSTER (TO REMAIN) EXISTING TREE (TO REMAIN) EXISTING TREE (TO REMAIN) EXISTING SWALE EXISTING ASPHALT PATH CONTRACTOR TO REMOVE AND REPLACE APPROXIMATE 1,380± SF OF EXISTING GRAVEL / LIMEROCK FOR PROPOSED UTILITY INSTALLATION EXISTING TIKI HUT POOL (BY OTHERS) EXISTING HISTORICAL STRUCTURE EXISTING MODULAR CLASSROOM EXISTING RESTROOMS EXISTING ASPHALT PATH SEWER CLEANOUT INV: 4.9560 LF 6" SDR 26 PVC @1.04% (MIN.) 57 LF 6" SDR 26 PVC @1.04% (MIN.) STABILIZED SERVICE WALKWAY RELOCATED ANTEATER AND AGOUTI STRUCTURE SAFETY LOCK (WOOD & WIRE FRAME STRUCTURE) (BY OTHERS) 10 LF 8' GLASS VIEWING (BY OTHERS) 2" POLYTUBE WATER SERVICE 10 LF 8' GLASS VIEWING (BY OTHERS) PROPOSED 76 SF ASPHALT MATCH EXISTING ASPHALT EXISTING BRICK PAVERS 3.5' WOOD / HOG PANEL FENCE 3.5' WOOD / HOG PANEL FENCE 8' CHAINLINK FENCE EXISTING FENCE EXISTING WATER FOUNTAIN EXISTING TREE (TO REMAIN) (LOCATION TO BE FIELD VERIFIED) EXISTING TREE (TO REMAIN) (LOCATION TO BE FIELD VERIFIED) PROPOSED 80 SF ASPHALT MATCH EXISTING ASPHALT 8.108.10 EXISTING GATE (TO REMAIN) 10' WOOD SCREEN FENCE EXISTING 10' CHAINLINK FENCE EXISTING 10' CHAINLINK FENCE 3.5' WOOD / HOG PANEL FENCE 3.5' WOOD / HOG PANEL FENCE PROPOSED 8' FENCE WITH 2' TURN-BACK AND 2' DIG BARRIER (BY OTHERS) FENCE TRANSITION EXISTING SEWER CLEANOUT INV: 4.00 CUT IN SEWER CLEANOUT IN EXISTING 6" PVC SEWER LATERAL INV: 3.92 EXISTING 6" PVC SEWER LATERAL EXISITING FIRE HYDRANT ASSEMBLY EXISTING 4" PVC FORCE MAIN 7.80 7.80 7.90 7.90 2" PLUG VALVE CONNECT 2" PVC FORCE MAIN TO EXISTING 6" PVC SEWER LATERAL INV: 3.79 EXISTING 6" SEWER LATERAL EXISTING 2" WATER SERVICE EXISTING WATER METER EXISTING IRRIGATION SERVICE (SIZES UNKNOWN) (TO REMAIN) EXISTING WATER SERVICE (SIZE UNKNOWN) (TO REMAIN) (CONTRACTOR TO FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IMMEDIATELY TO ENGINEER) EXISTING IRRIGATION WELL HEAD (TO REMAIN) EXISTING 6" PVC IRRIGATION MAIN (CONTRACTOR TO FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IMMEDIATELY TO ENGINEER) ROCK THEMEWORK PUMP HOUSING (BY OTHERS) 9.5 9.5 8.5 7.5 7.5 8.5 SEWER CLEANOUT INV: 3.69 PROPOSED SHADE STRUCTURE PROPOSED SHADE STRUCTURE SEWER CLEANOUT INV: 3.93 36 LF 6" SDR 26 PVC @1.04% (MIN.) 23 LF 6" SDR 26 PVC @1.04% (MIN.) ROOF LINE (TYP.) ROOF LINE (TYP.)6.68X PED SECTION P-P NTS 9.309.10 EXISTING GRADE ELEVATION VARIES (±7.6' - ±8.5' NGVD) SHW = 4.70 NGVD EXISTING SWALE TOP OF BANK ELEVATION VARIES (±7.4' - ±8.5' NGVD) EXISTING SWALE BOTTOM ELEVATION VARIES (±6.2' - ±6.6' NGVD) PROPOSED GRASSLAND HOLDING FFE = 9.30' NGVD 8' CHAINLINK PERIMETER FENCE RETAINING WALL (BY OTHERS) VARIES SECTION Q-Q NTS ±7.5' MATCH EXISTING GRADE EXISTING SWALE TOP OF BANK ELEVATION = ±6.5' NGVD EXISTING SWALE BOTTOM ELEVATION VARIES (±5.1' - ±5.2' NGVD) ±4.1'VARIES 3.5' WOOD / HOG PANEL FENCE 6.65 ASPHALT PEDESTRIAN PATH SHW = 4.70 NGVD 4:1 MAX SECTION R-R NTS MATCH EXISTING GRADE EXISTING SWALE TOP OF BANK ELEVATION VARIES (±6.7' - ±6.8' NGVD) EXISTING SWALE BOTTOM ELEVATION = ±5.1' NGVD ±4.5' 2.0' STABILIZED SERVICE WALKWAY SHW = 4.70 NGVD ELEVATION VARIES (7.30' - 7.20' NGVD) 10:1 MAX SLOPE VARIES 4:1 MAX SLOPE 1% MIN J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\10 - MSP - NORTH.DWG 10/7/2021 2:45 PMMASTER SITE PLAN AND CROSSSECTIONS (NORTH)10 0 SCALE: 1" = 10' 20'40' 20' N ANIMAL ENCLOSURE (TYP.) (BY OTHERS) CROSS SECTION MAP SCALE: 1" = 60' LEGEND PROPOSED BRICK PAVERS PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL EXISTING ASPHALT EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING GRAVEL PROPOSED PERIMETER FENCE PROPOSED ADA HANDRAIL PROPOSED PEDESTRIAN BARRIER PROPOSED WOOD SCREEN FENCE PROPOSED CONTAINMENT FENCE EXISTING FENCE LEGEND 9.00 11.11PROPOSED SPOT ELEVATION EXISTING GRADE P P Q Q R R 08/02/21 REVISED PER SFWMD COMMENTS12 2 2 09/09/21 REVISED PER COLLIER COUNTY COMMENTS2Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1793 of 7924 X X X X PED X PED X PED X PE D X P ED XPEDX PE D XPEDXPEDX PEDX PED X PE D XPED X PEDXPEDX PED X PED X PED X PEDXPEDXPEDX PEDX PE D XPEDXP ED X P E D X PED XPEDXPEDX X X PED X PEDXPED X PED X PED X PEDXPEDDROP OFF ONLY DROP OFF ONLY XXXXXXXXXXXXXXX XX XX 7.497.737.456.816.817.739.40SECTION A-A NTS ASPHALT PEDESTRIAN PATH SHW = 4.70 NGVD 25.0' BRICK PAVER ALLIGATOR VIEWING DECK VARIES VARIES EXISTING ALLIGATOR BAY SECTION B-B NTS 16.3' ASPHALT PEDESTRIAN PATH SECTION C-C NTS 16.3' ASPHALT PEDESTRIAN PATH SHW = 4.70 NGVD VARIES VARIES EXISTING ALLIGATOR BAY SHW = 4.70 NGVD VARIES VARIES EXISTING ALLIGATOR BAY EXISTING CACTUS HILL (TO REMAIN) EXISTING CACTUS HILL (TO REMAIN) SECTION D-D NTS 16.3' ASPHALT PEDESTRIAN PATH SHW = 4.70 NGVD VARIES VARIES EXISTING ALLIGATOR BAY FUTURE EXHIBIT SECTION E-E NTS SHW = 4.70 NGVD 7.20 ASPHALT PEDESTRIAN PATH ±3.5'EXISTING ALLIGATOR BAY SECTION F-F NTS SHW = 4.70 NGVD 4.5' GRAVEL EXISTING ALLIGATOR BAY ASPHALT PEDESTRIAN PATH SECTION G-G NTS 2.5'ENTRANCE PLAZA FLAMINGO EXHIBIT FLAMINGO POOL (BY OTHERS) PROPOSED FLAMINGO HOLDING BLDG #4 FFE = 9.30' NGVD SECTION H-H NTS 6.0' CONC. SIDEWALK 37.0' GRAVEL SERVICE ROAD SHW = 4.70 NGVD SHW = 4.70 NGVD 8.509.20 2.0'±4.0' 4:1 SECTION I-I NTS SHW = 4.70 NGVD PROPOSED WELCOME CENTER BLDG #3 FFE = 11.30' NGVD 10.3' BRICK PAVER WALKWAY 11.2511.15 VARIES SLOPE VARIES 4:1 MAX CONCRETE PEDESTRIAN PATH SECTION J-J NTS ENTRANCE PLAZA 10:1 4.0' SLOPE VARIES VARIESEXISTING CONC. SIDEWALK SECTION K-K NTS SHW = 4.70 NGVD EXISTING CONC. SIDEWALK PROPOSED EDUCATION CENTER BLDG #1 FFE = 11.30' NGVD SLOPE VARIES VARIES SECTION L-L NTS SHW = 4.70 NGVD 10.80 11.0' GRAVEL 4.0' CONC. PAD 8.0' STABILIZED ACCESS PATH 3.5'3.5' SAFARI CANYON ANIMAL HOLDING 2.0' 8.50 SECTION M-M NTS SAFARI CANYON ANIMAL HOLDING PROPOSED GIFT SHOP BLDG #2 FFE = 11.30' NGVD 8.0' STABILIZED ACCESS PATH SECTION N-N NTS SHW = 4.70 NGVD SHW = 4.70 NGVD PROPOSED GIFT SHOP BLDG #2 FFE = 11.30' NGVD 11.3011.30 12.0' BRICK PAVER WALKWAY 2.0'±14.5'FUTURE EXHIBIT VARIES 4:1 MAXELEVATION VARIES (8.50' - 8.75' NGVD) 3.5' GLASS BARRIER ELEVATION VARIES (8.25' - 8.50' NGVD) RETAINING WALL (BY OTHERS)RETAINING WALL (BY OTHERS) EXISTING CONTAINMENT FENCE (MODIFIED TO BE 3' HIGH ABOVE GRADE) ELEVATION VARIES (10.40' - 10.70' NGVD) 3.5' GLASS BARRIER (BY OTHERS) RETAINING WALL (BY OTHERS)EXISTING CONTAINMENT FENCE (MODIFIED TO BE 3' HIGH ABOVE GRADE) EXISTING CONTAINMENT FENCE (MODIFIED TO BE 3' HIGH ABOVE GRADE) ELEVATION VARIES (9.25' - 10.40' NGVD) 3.5' WOOD / HOG PANEL FENCE RETAINING WALL (BY OTHERS) ELEVATION VARIES (10.65' - 10.95' NGVD) ELEVATION VARIES (10.65' - 10.95' NGVD) ELEVATION VARIES (8.00' - 10.75' NGVD) RETAINING WALL (BY OTHERS)EXISTING CONTAINMENT FENCE (MODIFIED TO BE 3' ABOVE GRADE) ELEVATION VARIES (8.25' - 10.50' NGVD) 3.5' WOOD / SPLIT RAIL FENCE 3.5' WOOD / SPLIT RAIL FENCE 3.5' WOOD / SPLIT RAIL FENCE 3.5' WOOD / HOG PANEL FENCE 5' GLASS BARRIER (BY OTHERS) RETAINING WALL (BY OTHERS) 5' CHAINLINK CONTAINMENT FENCE TOP OF RETAINING WALL (ELEVATION = 6.05' NGVD) RETAINING WALL (BY OTHERS) 3.5' WOOD / HOG PANEL FENCE FLAMINGO VIEWING CANOPY (BY OTHERS) ELEVATION VARIES (10.50' - 10.90' NGVD) FLAMINGO ENCLOSURE (BY OTHERS) MATCH EXISTING GRADE ELEVATION = ±7.1' NGVD 8' DECORATIVE FENCE (SEE PLAN FOR LOCATION) ADA HANDRAIL (BY OTHERS) (SEE PLAN FOR LOCATION) UNDERGROUND STORAGE CHAMBERS (BY OTHERS)EXISTING SIDEWALK ELEVATION VARIES (7.8' - 9.0' NGVD) EXISTING SIDEWALK ELEVATION VARIES (7.7' - 9.3' NGVD) RETAINING WALL (BY OTHERS) 5' CHAINLINK FENCE 8' WOOD SCREEN FENCE SWALE GRADE VARIES 4:1 MAX 4:1 MAX SWALE GRADE VARIES ANIMAL HOLDING ENCLOSURE (BY OTHERS) ANIMAL HOLDING STRUCTURE (BY OTHERS) ANIMAL HOLDING ENCLOSURE (BY OTHERS) ANIMAL HOLDING STRUCTURE (BY OTHERS) RETAINING WALL (BY OTHERS) ELEVATION VARIES (7.75' - 8.50' NGVD) 3.5' WOOD / SPLIT RAIL FENCE 10:1 MAX MATCH EXISTING GRADE ELEVATION = ±7.1' NGVD MATCH EXISTING GRADE ELEVATION = ±7.1' NGVD 10:1 MAX SECTION O-O NTS ADA HANDRAIL (BY OTHERS) (SEE PLAN FOR LOCATION) 2.0'17.8' BRICK PAVER PEDESTRIAN WALKWAY 10:1 MAX VARIES SLOPE V A R I E S 4:1 MAX SLOPE VAR I E S FUTURE EXHIBIT TYPE "D" CURB SLOPE V A R I E S ADA HANDRAIL (BY OTHERS) (SEE PLAN FOR LOCATION) 17.8' BRICK PAVER PEDESTRIAN WALKWAY TYPE "D" CURB 8.0' GRASS PLANTING AREA MATCH EXISTING GRADE ELEVATION = ±7.1' NGVD REFERENCE GRADING PLAN ON SHEET 7 FOR MORE INFORMATION 2.0'VARIES 3.5' WOOD / SPLIT RAIL FENCE 3.5' WOOD / SPLIT RAIL FENCE SHW = 4.70 NGVD 4:1 MAX 10:1 MAX 4:1 MAX EXISTING 10.0' P.U.E. NAPLES ZOO LEASE BOUNDARY EXISTING 6" SEWER LATERAL EXISTING 8" REUSE WATER MAIN FLAMINGO EXHIBIT PROPOSED 4" DR14 PVC IRRIGATION MAIN NAPLES ZOO LEASE BOUNDARY EXISTING 8" REUSE WATER MAIN EXISTING 4" PVC WATER MAIN EXISTING 6" PVC SEWER LATERAL SHW = 4.70 NGVD 4:1 MAX EXISTING 10.0' P.U.E. MAX NAPLES ZOO LEASE BOUNDARY 10:1 MAX MAX RETAINING WALL (BY OTHERS) 4.0' MAX DEPTH HEIGHT VARIES (SEE SHEET 7 FOR GRADING INFORMATION) TOP OF RETAINING WALL (ELEVATION = 7.20' NGVD) 1% MIN 4:1 MAX HEIGHT VARIES (SEE SHEET 7 FOR GRADING INFORMATION) HEIGHT VARIES (SEE SHEET 7 FOR GRADING INFORMATION) HEIGHT VARIES (SEE SHEET 7 FOR GRADING INFORMATION) 2' 9.60 10:1 MAX 9.40 STEM WALL (BY OTHERS)J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\11 - CROSS SECTIONS.DWG 10/7/2021 2:45 PMCROSS SECTIONS11 N A A CROSS SECTION MAP SCALE: 1" = 60' B B C C D D E E F F O O G G I I H H J J K K L L M M N N Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1794 of 7924 J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\12 - STORMTECH.DWG 10/7/2021 2:45 PMSTORMTECH PLANS AND DETAILS12 THE SITE DEVELOPMENT CONTRACTOR SHALL NOTIFY ENGINEERING INSPECTIONS SERVICES (JOE.BIANCHI@COLLIERCOUNTYFL.GOV) FOR INSPECTION OF THE STORM WATER CHAMBERS PRIOR TO FINAL BACKFILL TO ASSURE PROPER GRADATION OF STONE AND INSTALLATION OF FILTER FABRIC. NOTE 2 2 2 2 22 2 09/09/212REVISED PER COLLIER COUNTY COMMENTSDate: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1795 of 7924 J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\13 - PAVING-DRAINAGE DETAILS.DWG 10/7/2021 2:46 PMPAVING, GRADING AND DRAINAGE DETAILSAND COLLIER COUNTY GENERAL DETAILS13 PROPOSED BASE PROPOSED SUBGRADE ASPHALT SAW-CUT DETAIL NTS 1'-0" EXISTING ASPHALT EXISTING BASE EXISTING SUBGRADE NOTES: 1. PROVIDE ASPHALT SAWCUT AT ALL TRANSITIONS BETWEEN NEW AND EXISTING PAVEMENT SECTIONS 2. 12 INCH MINIMUM ASPHALT, REMOVAL MAY VARY AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 3. CONNECTION TO OLDER (SUBSTANDARD THICKNESS) ROADS MAY REQUIRE THICKER PROPOSED BASE AND SUB-GRADE TO MEET CURRENT STANDARDS.9-1/2"VARIES (SEE PLAN) CONCRETE RIBBON ASPHALTIC CONCRETE SEE TYPICAL SECTION 2-#4 BARS12" STABILIZED SUBGRADE LIMEROCK BASE SEE TYPICAL SECTION 1" SAND CUSHION INSTALL PAVER BRICKS PER MANUFACTURER'S SPECIFICATIONS RIBBON CURB DETAIL NTS WIDTH PER PLAN BROOM FINISH ROUND EDGE (TYP)1.5% TYP. (2% MAX.) NOTES: 1. SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH F.D.O.T. STANDARD INDEX 522-001 AND STANDARD SPECIFICATION 522 AND CORRESPONDING STANDARDS. 2. COMPACT FILL AREAS TO MINIMUM 95% OF AASHTO T99 DENSITY. 3. SIDEWALK SHALL HAVE CONTRACTION JOINTS SPACED EQUALLY TO THE SIDEWALK WIDTH AND HAVE EXPANSION JOINTS EVERY 120' MAXIMUM. 4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 5. SIDEWALKS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 (5%) AND A MAXIMUM CROSS SLOPE OF 1:50 (2%) PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 403.3 6. CURB RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 406 AND F.D.O.T. STANDARD INDEX 522-002. TYPICAL CONCRETE SIDEWALK DETAIL NTS 12" STABILIZED SUBGRADE 6" LIMEROCK BASE 318" PRECAST INTERLOCKING CONCRETE BRICK PAVERS 1" SHARP SAND LEVELING COURSE NOTES STABILIZED SUBGRADE TO EXTEND 1 FOOT BEYOND EDGE OF PAVEMENT AND BACK OF CURB 3. WHEN NO CURB IS PROPOSED LIMEROCK TO EXTEND 6 INCHES BEYOND EDGE OF PAVEMENT 4. 6" LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY (DETERMINED BY AASHTO T-180) 1. 12" STABILIZED SUBGRADE (MIN. LBR 40)2. TYPICAL PAVER BRICK SECTION NTS 1. ALL REINFORCING STEEL SHALL HAVE A MINIMUM TWO INCHES OF COVER. 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. 3. PRECAST STRUCTURE WALLS SHALL BE 6" THICK (MIN.) 4. CAST-IN-PLACE STRUCTURE WALLS SHALL BE 8" THICK (MIN.) 5. SEE FDOT STANDARD INDEX 425-010, TABLES 3 AND 4 FOR MINIMUM STRUCTURE SIZES. 54" 48" 36" 42" 30" 6.0 FT 5.5 FT 4.0 FT / 5.0 FT (SEE NOTE 2) 3.5 FT / 4.0 FT (SEE NOTE 1) 5.0 FT 15" 18" 24" 3.5 FT 3.5 FT 3.5 FT MINIMUM OUTSIDE DIMENSIONS FOR DRAINAGE STRUCTURES MINIMUM STRUCTURE WIDTH PIPE SIZE DRAINAGE STRUCTURE TABLE TYPE OF STRUCTURE CASTINGREFERENCE CURB INLET TOP - TYPE 5 W/ TYPE J OR P BOTTOM CURB INLET TOP - TYPE 6 W/ TYPE J OR P BOTTOM CURB INLET TOP - TYPE 9 W/ TYPE J OR P BOTTOM CURB INLET TOP - TYPE 9 MODIFIED W/ TYPE J OR P BOTTOM FLARED END* GRATE INLET JUNCTION BOX FDOT INDEX 425-010, 425-021 FDOT INDEX 430-020 SEE DETAIL SEE DETAIL USF 5160 - 6310 OR APPROVED EQUAL USF 5130 - 6016, NEENAH R-3067-L, OR APPROVED EQUAL USF 5130-6168 OR APPROVED EQUAL NONE USF 4170 - 6245 OR APPROVED EQUAL USF 125 OR APPROVED EQUAL THROAT INLET SEE DETAIL USF 1260 OR APPROVED EQUAL VALLEY GUTTER INLET SEE DETAIL USF 5106-6149 (2 GRATES) USF 5107-6154 (3 GRATES) OR APPROVED EQUAL FDOT INDEX 425-010, 425-021 FDOT INDEX 425-010, 425-024 FDOT INDEX 425-010, 425-024 USF 5160 - 6310 OR APPROVED EQUAL MODIFIED GRATE INLET W/ SIDE SLOTS SEE DETAIL RECTANGULAR CAST IRON GRATE, SIZED TO FIT. USF 6210 OR APPROVED EQUAL FOR MIN. 2' x 3' STRUCTURE PIPE LENGTH AND SLOPE SHALL BE FIELD ADJUSTED TO HAVE FLARED END MATCH FLUSH WITH LAKE BANK. GENERAL STRUCTURE DESIGN NOTES: MAXIMUM PIPE SKEW FOR PRECAST ROUND OPENINGS 6" PIPE SIZE MAXIMUM SKEW ANGLE WALL THICKNESS 8" 18" 19° 21° 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 84" 17° 20° 16° 18° 16° 17° 15° 17° 14° 16° 14° 15° 13° 15° 13° 14° 13° 14° 12° 13° 12° 13° NOTES: THESE VALUES ARE BASED ON 2" CLEARANCE FOR PRECAST STRUCTURES. LARGER SKEWS ARE POSSIBLE FOR CAST-IN-PLACE STRUCTURES OR ELLIPTICAL PIPE OPENINGS WHEN APPROVED BY THE ENGINEER. 1) IF 30" PIPES ARE IN ADJACENT WALLS AND INVERT DIFFERENCE IS LESS THAN 36" USE 4.0' STRUCTURE SIZE. 2) IF 36" PIPES ARE IN ADJACENT WALLS AND INVERT DIFFERENCE IS LESS THAN 36" USE 5.0' STRUCTURE SIZE. PLAN 28" x 28" VARIES, SEE TABLE SECTION A-A 4"8"RCPVARIES, SEE TABLEA RCP RCP RCP A NOTES: 1. ALL REINFORCING STEEL SHALL HAVE TWO INCHES (2") MINIMUM COVER 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS 3. REFER TO "MINIMUM DIMENSIONS FOR DRAINAGE STRUCTURES" TABLE GRATE ELEVATION AS REFERENCED ON PLAN BRICK W/ MORTAR OR PRECAST CONCRETE ADJUSTMENT RINGS (MINIMUM OF TWO RINGS) #5 BARS @ 6" O.C. EACH WAY #5 BARS @ 8" O.C. EACH WAY #5 BARS @ 8" O.C. EACH WAY VARIES6" PRECAST, 8" C-I-P 6" PRECAST, 8" C-I-P 6" MIN. GRATE INLET DETAIL NTS PLAN 24" DIA. VARIES, SEE TABLE SECTION A-A 22-1/4" COVER 6" PRECAST, 8" C-I-P 8"6" PRECAST, 8" C-I-P RCPVARIES, SEE TABLESEWERSTORM A RCP RCP RCP A NOTES: 1. ALL REINFORCING STEEL SHALL HAVE TWO INCHES (2") MINIMUM COVER 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS 3. REFER TO "MINIMUM DIMENSIONS FOR DRAINAGE STRUCTURES" TABLE USF # 125 RING AND COVER, TYPE "M" WITH THE WORDS "STORM SEWER" RIM ELEVATION AS REFERENCED ON PLAN BRICK W/ MORTAR OR PRECAST CONCRETE ADJUSTMENT RINGS (MINIMUM OF TWO RINGS) #5 BARS @ 6" O.C. EACH WAY #5 BARS @ 8" O.C. EACH WAY #5 BARS @ 8" O.C. EACH WAY VARIES6" MIN. JUNCTION BOX DETAIL NTS BUILDING FACE4" GUTTER (BY OTHERS) FINISHED GRADE INSERT INJECTION MOLDED GASKETED SPIGOT BY BELL REDUCER 12" HDPE TEE FITTING 8" HDPE DRAIN LINE (TYP) 90° BEND 8" HDPE DRAIN LINE OPEN TO ALLOW SPILL OVER IF NEEDED ROOF DRAIN DETAIL NTS 90° BEND, TEE OR OTHER FITTING FOR INLINE DRAIN LOCATIONS (SIZE AND TYPE PER PLAN) INV. ELEV. PER PLAN 1 VARIES 1 VARIES 12" NYLOPLAST INLINE DRAIN (OR DRAIN BASIN WHERE REQUIRED BASED ON PIPE CONFIGURATION ENTERING INLET) UTILIZE APPROPRIATE ADAPTER FOR SPECIFIED PIPE MATERIAL (FOR INLINE DRAIN LOCATIONS) RISER PIPE FOR INLINE DRAIN LOCATIONS (REFER TO PLANS FOR SIZE AND MATERIAL SPECIFICATIONS) YARD DRAIN PIPE (REFER TO PLANS FOR SIZE AND MATERIAL SPECIFICATIONS) NOTE: REFER TO NYLOPLAST DETAILS AND SPECIFICATIONS FOR INSTALLATION REQUIREMENTS FOR YARD DRAIN INSTALLATION GRATE ELEV. PER PLAN TYPICAL YARD DRAIN DETAIL NTS WIDTH PER PLAN SLOPE ( 18" PER FOOT MIN. ) 6"6" NOTES: 1. LIMEROCK BASE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T-180 AND ENGINEERS TECHNICAL SPECIFICATIONS. 2. PATH SHALL SLOPE TO MATCH SITE GRADING TYPICAL ASPHALT TRAIL/ SIDEWALK DETAIL NTS THE TOP OF SOD ELEVATION SHALL BE AT OR BELOW THE FINISHED PAVEMENT ELEVATION 1" THK. ASPHALT (TYPE S-III) 6" STABILIZED SUBGRADE (LBR 40) 6" COMPACTED LIMEROCK BASE (PRIMED) USF NO. 125 RING AND COVER, TYPE "M" WITH THE WORDS "STORM SEWER" RIM ELEV. = 10.55 BRICK PRECAST CONCRETE ADJUSTMENT RING (MIN. OF TWO RINGS) 18" RCP INV. = 5.83 5'-0"5'-0"5'-0" 8" 18" RCP 18" RCP CONTROL STRUCTURE # 1 OVERFLOW ELEV. = 7.46' 18" RCP INV. = 3.00 3" ORIFICE INV. = 4.70 6" INTERNAL WEIR WALL 3" ORIFICE 6" INTERNAL WEIR WALL 8" 8" 8" 8" CONCRETE LID 1' T Y P . 8"TYP. 5'-0"5'-0"75"2'-6"MODIFIED JUNCTION BOX NTS 08/02/21 REVISED PER SFWMD COMMENTS11 6" MIN. Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1796 of 7924 J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\14 - WATER-SEWER DETAILS.DWG 10/7/2021 2:46 PMCITY OF NAPLES WATER AND SEWER DETAILS14 Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1797 of 7924 Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\15 - GRINDER STATION NORTH.DWG 10/7/2021 2:46 PMGRINDER STATION #3 NOTES AND DETAILS15J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\15 - GRINDER STATION NORTH.DWG 10/7/2021 2:46 PMANGULAR FRACTIONAL DECIMAL TOLERANCES APP'DTRACED5 PACKAGED GRINDER PUMP - FIBERGLASS LIFT STATION FT. MYERS, FL SOUTH FLORIDA LIFT STATION, INC. NTS 1 CHK'D DRAWN BY: 4 3 2 DATE: SCALE: BYDATENO. REVISIONS DRAWING NO. MATERIAL TEL# (239) 332-0041 FAX# (239) 332-0045 GPM___________________ DISCHARGE _____________ VOLT __________________ MODEL_________________ DESIGN CONDITIONS SPECIFICATION PHASE_________________ TDH___________________ IMPELLER_______________ H.P.___________________ SOUTH FLORIDA LIFT STATION, INC. PACKAGED FIBERGLASS LIFT STATIONS PACKAGED FIBERGLASS VALVE BOXES D.E.P. OR STANDARD CONTROL PANELS COMPLETE SYSTEM SHALL BE SUPPLIED BY SOUTH FLORIDA LIFT STATION, INC. FORT MYERS, FL. 33901 (239) 332-0041 FAX (239) 332-0045 FIBERGLASS ENCLOSURE WITH PADLOCKABLE LATCHED COVER GFI DUPLEXRECEPTACLE SILENCE PUSHBUTTON PER D.E.P. REQUIREMENTS CONTROL PANEL ALARM HORN GENERATOR RECEPTACLE HOA HOA PUMP NO. 1 PUMP NO. 2 ConGFI PUMP 2PUMP 1 NORMALMAIN EMERGENCYMAIN ALARM BEACON H-2O LOAD RATED WETWELL WITH LIFTING LUGS: THE FIBERGLASS WETWELL MUST BE H-20 LOAD RATED W/INTEGRAL LIFTING LUGS, AND CERTIFICATION OF THIS RATING MUST BE SUPPLIED AT TIME OF SUBMITTAL. THE WETWELL SHALL BE MANUFACTURED OF FIBERGLASS REINFORCED POLYESTER (FRP) OF DIAMETER AND DEPTH AS SHOWN ON THE LIFT STATION ELEVATION DETAIL. THE WALL THICKNESS SHALL BE ADEQUATE FOR THE DEPTH OF THE WETWELL TO MAINTAIN THE H-20 LOAD RATING. REINFORCING MATERIALS: THE REINFORCING MATERIAL SHALL BE COMMERCIAL GRADE "E" TYPE GLASS IN THE FORM OF MAT, CHOPPED OR ROVING FABRIC, HAVING A COUPLING AGENT THAT WILL PROVIDE A SUITABLE BOND BETWEEN THE GLASS REINFORCEMENT AND THE RESIN. ADDTITIVES, SUCH AS THIXOTOPIC AGENTS, CATALYSTS, PROMOTERS, ETC., MAY BE ADDED AS REQUIRED BY THE SPECIFIC MANUFACTURING PROCESS TO BE USED TO MEET THE REQUIREMENTS OF THIS SPECIFICATION. THE RESIN SYSTEM SHALL BE SUTIABLE FOR ATMOSPHERES CONTAINING HYDROGEN SULFIDE AND DILUTE SULFURIC ACID AS WELL AS OTHER GASES ASSOCIATED WITH THE WASTEWATER COLLECTION SYSTEMS, WET WELL SHALL BE A ONE PIECE UNIT MANUFACTURED BY L.F. MAUFACTURING, INC. OR AN APPROVED EQUAL. EACH WET WELL IS FACTORY SERIAL NUBERED FOR QUALITY AND LOW GRADE TESTING AND TRACKING PURPOSES. ALUMINUM HATCH COVERS SHALL BE FABRICATED FROM 1/4" ALUMINUM DIAMOND PLATE AND BUILT TO WITHSTAND A LOAD OF 150 LB P.S.F AND SHALL BE MANUFACTURED BY HALLIDAY PRODUCTS, OR EQUAL. STAINGLESS STEEL BOLTS, NUTS, AND HINGES-W/LOCKING STAPLE FLOATS SHALL BE ANCHOR SCIENTIFIC POLYPROYLENE FLOAT SWITCHES RATED AT 5 AMPS AT 120V, OR APPROVED EQUAL. WATER TIGHT INTEGRITY ALL WET WELLS ARE 100% WATER TIGHT PUMP MOUNTING BOLTS ARE INSTALLED FOR EASIER INSTALLATION AND TO INSURE BASIN WATERTIGHT INTEGRITY. AN INTEGRAL FIBERGLASS SLOPED BOTTOM CAN BE INSTALLED UPON REQUEST FROM CONTRACTOR OR ENGINEER LENGTH AND HEIGHT OF SLOPE CAN CHANGE DUE TO DIAMETER OF WET WELL AND SIZE OF PUMPS. H-2O LOAD RATING THE COMPLETE WET WELL SHALL HAVE A MINIMUM DYNAMIC-LOAD RATING OR 16,000 FT-LB WHEN TESTED. THE COMPLETE WET WELL SHALL NOT HAVE LEAKS, CRACKS, OR SUFFER FROM DELAMINATION, BLISTERS, WRINKLES, DRY AREAS, OR OTHER DAMAGES WHEH LOAD TESTED TO 40,000 FT-LBS. AND SHALL NO DEFLECT VERTICALLY DOWNWARD MORE THAN 1/4" AT THE POINT OF LOAD APPLICATION WHEN LOADED TO 24,000 LBS. PUMPS: SUBMERSIBLE GRINDER PUMPS SHALL BE . THE PUMPS SHALL BE INSTALLED IN THE H-20 GRP FRP WETWELL UTILIZING A SLIDE RAIL SYESTEM. THE GRINDER UNIT SHALL BE CAPABLE OF MACERATING ALL MATERIALS IN NORMAL DOMESTIC AND COMMERCIAL SEWAGE, INCLUDING FOREIGN OBJECTS SUCH AS PLASTIC, SANITARY NAPKINS, AND DISPOSSIBLE DIAPERS INTO A FIRE SLURRY WHICH WILL PASS THROUGH THE PUMP AND THE SCH.80 PVC DISCHARGE PIPING. SINGLE PHASE MOTORS SHALL BE OF THE CAPACITOR START, CAPACITOR RUN TYPE FOR HIGH STARTING TORQUE. STATOR WINDING SHALL BE OPEN TYPE WITH CLASS F INSULATION AND SHALL BE HEAT-SHRINK FITTED INTO THE STATOR HOUSING. THE USE OF PINS, BOLTS, OR OTHER FASTENING DEVICES IS NOT ACCEPTABLE. A HEAT SENSOR THERMOSTAT SHALL BE ATTACHED TO THE TOP END OF THE MOTOR WINDING AND SHALL BE CONNECTED IN SERIES WITH THE MAGNETIC CONTATOR COIL IN THE CONTOR PANEL TO STOP MOTOR IF WINDING TEMPERATURE EXCEEDS 140 C., BUT SHALL AUTOMATICALLY RESET WITHIN TEMPERATURE RETURNS TO NORMAL. TWO HEAT SNESOR THERMOSTATS SHALL BE USED ON THREE PHASE MOTORS. SUBMERSIBLE GRINDER PUMP FOR TECHNICAL ASSISTANCE, CONTACT SOUTH FLORIDA LIFT STATION, INC. FT. MYERS, FL 33901 TEL# (239) 332-0041 FAX# (239) 332-0045 SPECIFICATIONS FOR DUPLEX D.E.P. TYPE CONTROL PANEL G RUN G RUN JUNCTION BOX (OPTIONAL) SEAL OFFS SEAL LEAK SEAL LEAK VALVE BOX FIBERGLASS VALVE BOX INNER SURFACE SHALL BE EQUIPPED WITH GEL COAT TO PROVIDE A SMOOTH INNER SURFACE. ALUMINUM HATCH COVER SHALL BE DIAMOND PLATE150 LB P.S.F AND SHALL BE MANUFACTURED BY HALLIDAY PRODUCTS, INC. STAINLESS STEEL BOLTS, NUTS, AND HINGES WITH LOCKING STAPLE OR APPROVED EQUAL. VALVE BOX SHALL BE PRE PLUMBED USING ALL SCH 80 PVC PIPING AND FITTINGS AND SHALL INCLUDE: (3) 2" BRASS 1 4 TURN BALL VALVES, AND (2) BRASS SWING CHECK VALVES. (1) 2" BRASS 1 4 TURN BALL VALVE IS SUPPLIED AS AN EMERGENCY PUMP OUT. ALL VALVES TO BE FLANGED FOR QUICK AND EASY CHANGE OUT. AN INTEGRAL FIBERGLASS SLOPED BOTTOM SHALL BE SUPPLIED TO PREVENT STANDING WATER FROM SITTING IN VALVE BOX. STRENGTHENER RODS SHALL BE APPLIED TO OUTSIDE OF VALVE BOX TO INCREASE STRUCTURAL INTEGRITY. SYSTEM SHALL BE RATED FOR 150 PSI. FRONT VIEW BACKPANEL VIEW ConGFI PUMP 2PUMP 1 BATTERY 5aH w/SMART CHARGER(OPTIONAL) MAIN BOACPHASE MONITOR SLRALTCONTROL TERMINALS EMERPMP 5.95" 1. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH THE EASEMENT OF RECORD. 2. PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ONSITE FACILITIES. 3. PER LDC 3.05.08, ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY. 4. ALL COST AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVE GROUND IMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. 5. ALL ONSITE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER SYSTEM IS OWNED AND MAINTAINED BY THE PROPERTY OWNER. 6. ALL REQUIRED INSPECTIONS REQUIRE A 48 HOUR NOTICE. 7. ALL PROPOSED UTILITIES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 5' FROM ANY STRUCTURES, SERVICES, GUTTERS/CURBS & FENCE POSTS AND A MINIMUM OF 10' SETBACK FROM THE BUILDING. 8. THE PUMP STATION CONTROL PANEL, ELECTRICAL AND MECHANICAL EQUIPMENT SHALL BE, AT A MINIMUM, ABOVE THE 100 YR FLOOD ELEVATION (8.27 NGVD). NOTES LSG_200_-_SERIES 230 1-1/4" 49 2.0 SINGLE 16.3 MYERS_WG30H SINGLE Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1798 of 7924 XXX XX Xref ..\..\..\02-Correspondence\Received E-Mails\GLMV A r c h i t e c t u r e \ 2 0 2 1 \ 2 0 2 1 - 0 2 - 0 3 ( z i p & d w g s ) L a t e s t S i t e a n d B u i l d i n g s \ U n z i p p e d \ 1 5 0 3 6 - 0 0 0 _ A _ F P _ S A - G R A S S L A N D H O L D _ V 1 9 . d w g Xref ..\..\..\02-correspondence\received e-mails\glmv architecture\2021\2021-02-03 (zip & dwgs) Latest Site and Buildings\Unzipped\15036-000_A_FP_SA-MIXFORESTHOLD_V19.dwg DROP OFF ONLY DROP OFF ONLY PROPOSED EDUCATION CENTER (BLDG # 1) PROPOSED GIFT SHOP (BLDG # 2) PROPOSED WELCOME CENTER (BLDG # 3) PROPOSED FLAMINGO EXHIBIT PROPOSED GRASSLAND HOLDING EXISTING SAFARI CANYON PROPOSED FLAMINGO HOLDING PROPOSED MIXED FOREST HOLDING EXISTING GIFT SHOP EXISTING BLEACHERS EXISTING PICNIC PAVILLION EXISTING CONCESSIONS EXISTING CACTUS HILL (VEGETATION TO REMAIN) (EXISTING EXHIBIT ELEMENTS TO BE REMOVED) PROPOSED SOUTH AMERICAN EXHIBIT EXISTING ALLIGATOR BAY EXISTING LAKE VICTORIA EXISTING MAINTENANCE BUILDING EXISTING POND EXISTING LION EXHIBIT EXISTING PANTHER EXHIBIT NAPLES ZOO LEASE BOUNDARY (TYP) NAPLES ZOO LEASE BOUNDARY (TYP) EXISTING VENOM DEN EXISTING PUMP HOUSE FLOATING TURBIDITY BARRIER SINGLE ROW SILT FENCE (TYP) FLOATING TURBIDITY BARRIER FUTURE EXHIBIT PARCEL BOUNDARY PARCEL BOUNDARY SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP)SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) PROPOSED SAFARI CANYON ANIMAL HOLDING EXISTING BLACK BEAR EXHIBIT RELOCATED ANTEATER / AGOUTI HOLDING STRUCTURE INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) CONSTRUCTION ENTRANCE (INGRESS / EGRESS)J.R.ENGINEERINGEVANSNAPLES ZOO AT CARIBBEAN GARDENSENTRANCE EXPANSIONPROJECT #: SHEET: 21616-01 CHRISTOPHER R. MITCHELL P.E. FL. LICENSE NO. 56740 FL. COA # 29226# DATE REVISIONS1ST SUBMITTAL (03-09-2021)J.R. EVANS ENGINEERING, P.A.9351 CORKSCREW ROAD, SUITE 102ESTERO, FLORIDA 33928PHONE: (239) 405-9148FAX: (239) 288-2537WWW.JREVANSENGINEERING.COMDATUM NOTE: ALL ELEVATIONS REFERENCE NGVD29 VERTICAL DATUM. APPROXIMATE CONVERSION FOR PROJECT AREA: NAVD88 + 1.27' = NGVD29 ANY DATUM CONVERSIONS SHOULD BE CONFIRMED BY A LICENSED SURVEYOR PRIOR TO USE.Q:\LAND 2017\216. NAPLES ZOO ENTRY\00216-01 NAPLES ZOO ENTRY\00-AUTOCAD\2161601-01 SDPA\CURRENT PLANS\16 - SWMP3.DWG 10/7/2021 2:46 PMEROSION CONTROL PLAN AND DETAILS16 0 SCALE: 1" = 20' 40'80' 20' N CATCH BASIN PROTECTION DETAIL NTS ANCHOR BALES W/(2) 2"x4" STAKES PER BALE ALL AROUND CATCH BASIN GEO BALES FILTER FABRIC TO BE PLACED UNDER CATCH BASIN GRATE 6' O . C . 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF THE STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 1. SET THE STAKES. TYPICAL SILT FENCE DETAIL NTS 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. STORM WATER POLLUTION PREVENTION NOTES GENERAL REQUIREMENTS 1. INSTALL EROSION CONTROL DEVICES AROUND THE PROJECT BOUNDARY AND AS NEEDED TO PREVENT SOIL FROM LEAVING THE SITE. 2. EROSION CONTROL DEVICES WILL BE BUILT TO PREVENT SOIL FROM LEAVING THE SITE AND SHALL BE INSTALLED PRIOR TO ANY SITE GRUBBING AND/OR DEMOLITION. 3. STABILIZE ALL PERIMETER BERMS AND SLOPES TO PROTECT AGAINST EROSION. 4. WRAP INLET GRATES WITH FILTER FABRIC UNTIL THE DRAINAGE AREA TO EACH INLET IS STABILIZED WITH EITHER PAVEMENT OR SOD 5. MAINTAIN SILT FENCE, GEO BALES, FILTER FABRIC, AND ALL OTHER EROSION CONTROL DEVICES UNTIL STABILIZATION IS ESTABLISHED TO PREVENT SOIL FROM LEAVING THE SITE. 6. INSTALL ALL EROSION CONTROL DEVICES AS PER F.D.O.T. DESIGN STANDARD 7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, STABILIZE THE AFFECTED AREA BY WETTING OR OTHER ACCEPTABLE METHODS. 8. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL DEVICE. 9. REMOVE SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPE AFFECTED BY CONSTRUCTION ACTIVITIES ON THE SITE PRIOR TO COMPLETION OF CONSTRUCTION. 10. MAINTAIN ALL BERM ELEVATIONS DURING CONSTRUCTION. 11. LOCATIONS OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS. 12. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITUATION DEPICTED. BASED ON SITE CONDITIONS ALL DETAILS MAY NOT BE APPLICABLE TO THE PROJECT. USE APPROPRIATE DETAIL FOR SITUATION ENCOUNTERED ON SITE. 13. BARRIERS ARE TO BE HIGHLY VISIBLE WITH BRIGHTLY COLORED ALL-WEATHER MESH MATERIAL OR EQUIVALENT, AND THE STAKES SHALL BE NO MORE THAN 10' APART. 14. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY, APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE ARES. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. 15. THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL, FDEP, PPS 6-301 TO 6-500 A) BMP 1.01 - TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. B) BMP 1.05 - GEO BALE BARRIER C) BMP 1.06 - SILT FENCE D) BMP 1.08 - STORM INLET DRAIN PROTECTION 16. APPROPRIATE INLET PROTECTION TO PREVENT EROSION IS REQUIRED FOR ALL INLETS THROUGHOUT SITE CONSTRUCTION. WORK WITHIN PUBLIC RIGHTS-OF-WAY 17. SLOPES 4:1 TO 3:1 SHALL BE STABILIZED WITH STABILIZED SOD 18. SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH RIP-RAP, AS SHOWN ON THE PLANS. 19. SLOPES SHALL BE STABILIZED IMMEDIATELY UPON FINISH GRADING. 20. STORMWATER BMP'S FOR A GIVEN WORK ZONE MAY BE REMOVED IMMEDIATELY FOLLOWING FINAL STABILIZATION. FLOATING TURBIDITY BARRIERS NTS 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED) STRESS PLATE D₂5 16" VINYL SHEATHED EAW STEEL CABLE (9800 LBS.BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) 5 16" GALVANIZEDCHAIN CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY) TYPE ~~TYPE ~ D = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6" DIA. EQUIV.) (12 LBS. PER FT. BUOYANCY)D₂5 8" POLYPRO ROPE (600 LB.BREAKING STRENGTH) 14" GALVANIZED CHAIND 1GRAVEL OR PAVED CONSTRUCTION ENTRANCE DETAIL (RUBBLE STRIP) NTS 50' M I N I M U M ACCE S S FDOT #1 RIGHT- O F- W A Y 1 1/2" ASPHALT, TYPE S-3 INSIDE RIGHT-OF-WAY 25' WI D E COARSE AGGREGATE 6" MINI M U M STREE T 2 09/09/21 REVISED PER COLLIER COUNTY COMMENTS22 2 2 2 2 2 2 2 2 2 Date: Reviewed and Approved For: Permit Issuance PL20210000509 10/22/2021 Page 1799 of 7924