"SITE DEVELOPMENT PLANS" FOR CIVIL ENGINEERING &

ESPLANADE LAND DEVELOPMENT CONSULTANTS

GOLF AND COUNTRY CLUB OF NAPLES WALDROP ENGINEERING

COACH HOMES I ON , A CONDOMINIUM 1 2 3 PART OF SECTION 15, TOWNSHIP 48 SOUTH, RANGE 26 EAST COLLIER COUNTY, FLORIDA 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected]

SHEET INDEX 1 COVER SHEET NORTH NORTH 2 AERIAL MAP BONITA BEACH 3 ZONING DATA SHEET & MASTER SITE PLAN PROJECT 4 MASTER UTILITY PLAN SITE 5 MASTER PAVING & DRAINAGE PLAN 6 MASTER GRADING PLAN 7 PLAN AND PROFILE: ESPLANADE BOULEVARD (STA. 0+00 TO END) LEE COUNTY 8 CROSS SECTIONS 9 GENERAL UTILITY DETAILS COLLIER COUNTY 10 COLLIER COUNTY WATER DETAILS 11 COLLIER COUNTY SEWER DETAILS ESPLANADE TERRESINA 12 PAVING AND DRAINAGE DETAILS BOULEVARD DRIVE PROJECT 13 STORMWATER POLLUTION PREVENTION PLAN AND EROSION CONTROL DETAILS LOCATION

2 PROPERTY INFORMATION BUILDING PARAMETERS SORRENO TRIVOLI TER FOLIO # 31347500067 BUILDING USE MULTI-FAMILY COURT ORDINANCE # 14-36 BUILDING # 13-18 ZONING ESPLANADE GOLF AND BUILDING QUANTITY 6 COUNTRY CLUB OF NAPLES TOTAL DWELLING UNITS 48 TORRE VISTA LN RPUD BUILDING AREA (FBC)* 20,854 SF INTERSTATE 75 TYPE OF CONSTRUCTION (2014 FBC) V-B OCCUPANCY/USE (2014 FBC) R2 COVER SHEET FIRE SPRINKLER INTENTION YES

IMMOKALEE ROAD *FIRE FLOW AREA ESPLANADE BLVD PROPERTY DESCRIPTION 1 LEGAL DESCRIPTION

BEING A PORTION OF TRACT “F1”, ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, ACCORDING TO THE PLAT THEREOF. RECORDED IN PLAT SITE DEVELOPMENT PLANS

BOOK 53, PAGES 1 THROUGH 64 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ESPLANADE LIVINGSTON ROAD COMMENCE AT THE NORTHWESTERLY CORNER OF LOT 1299, ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES BLOCKS "D", "F" AND "H", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 59. PAGES 31 THROUGH 45 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE SOUTH 68°48'40" WEST, A DISTANCE OF 182.58 FEET TO A POINT ON A NON-TANGENTIAL CURVE, SAID POINT BEING AN WITH THE WESTERLY BOUNDARY OF TRACT "L33", ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, ACCORDING TO THE PLAT THEREOF. RECORDED IN PLAT BOOK 53, PAGES 1 THROUGH 64 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND THE POINT OF BEGINNING;THENCE ALONG GOLF AND COUNTRY CLUB OF NAPLES SAID WESTERLY BOUNDARY OF TRACT "L33" THE FOLLOWING SEVEN (6) COURSES; COURSE ONE: SOUTHEASTERLY, 90.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE

NORTHEASTERLY, HAVING A RADIUS OF 1,349.56 FEET, THROUGH A CENTRAL ANGLE OF 03°50'30" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 22°49'12" EAST, A DISTANCE OF COACH HOMES I ON MONTELANICO LOOP 90.47 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE TWO: SOUTHERLY, 639.10 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 670.00

FEET, THROUGH A CENTRAL ANGLE OF 54°39'11" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 02°34'17" WEST, A DISTANCE OF 615.14 FEET TO A POINT OF COMPOUND COLLIER BOULEVARD COLLIER CURVATURE; COURSE THREE: WESTERLY, 19.82 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 13.00 FEET, THROUGH A CENTRAL ANGLE OF CLIENT: TAYLOR MORRISON OF FLORIDA, INC. VANDERBILT BEACH ROAD 87°21'06" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 73°34'26" WEST, A DISTANCE OF 17.96 FEET; COURSE FOUR: NORTH 62°45'01" WEST, A DISTANCE OF 67.67 FEET TO A POINT OF CURVATURE; COURSE FIVE: WESTERLY, 69.94 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 89°03'24" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 72°43'17" WEST, A DISTANCE OF 63.11 FEET; COURSE SIX: SOUTH 28°11'35" WEST, A DISTANCE OF 40.17 FEET; IMMOKALEE ROAD THENCE NORTH 60°18'35" WEST, A DISTANCE OF 66.46 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHEASTERLY, 22.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 575.00 FEET, THROUGH A CENTRAL ANGLE OF 02°16'56" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 30°49'53" EAST, A DISTANCE OF 22.90 FEET; THENCE NORTH 58°06'55" WEST, A DISTANCE OF 119.94 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHEASTERLY, 50.78 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 695.00 FEET, THROUGH A CENTRAL ANGLE OF 04°11'12" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 33°58'41" EAST, A DISTANCE OF 50.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 349.63 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 355.00 FEET, THROUGH A CENTRAL ANGLE OF 56°25'43" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 07°51'25" EAST, A DISTANCE OF 335.67 FEET ; THENCE NORTH 20°21'26" WEST, A DISTANCE OF 125.77 FEET; THENCE NORTH 69°36'06" EAST, A DISTANCE OF 106.80 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHERLY, 17.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,513.00 FEET, THROUGH A CENTRAL ANGLE OF 00°39'44" AND BEING SUBTENDED BY A CHORD PROJECT LOCATION MAP THAT BEARS NORTH 21°00'14" WEST, A DISTANCE OF 17.49 FEET; THENCE NORTH 69°37'07" EAST, A DISTANCE OF 184.15 FEET TO THE POINT OF BEGINNING. PROJECT SITE MAP 5 PARCEL CONTAINS 4.455 ACRES OR 194,062 SQUARE FEET, MORE OR LESS. NO SCALE NO SCALE SIDEWALKS TO BE COMPLETED WITH HOMES.

FINAL LIFT OF PAVEMENT 5

FINAL LIFT OF PAVEMENT NOT IN PLACE.

CONTRACTOR BACKFILL METHODOLOGY 5 REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS REVISED PER COUNTY COMMENTS RECORD DRAWINGS RECORD DRAWINGS RECORD DRAWINGS REV PHASE TYPE DATE DEVELOPED BY: 05/24/17 07/19/17 07/26/17 10/25/17 11/06/17 5 - PADS/SITE 11/06/17 PLAN REVISIONS 4 - UTILITY 10/25/17 1 2 3 4 5

NOT TO SCALE

FLORIDA CERTIFICATE OF AUTHORIZATION #8636

ELECTRONIC SIGNATURE TEXT 551 NORTH CATTLEMEN ROAD - SUITE 200 JEREMY H. ARNOLD, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER, LICENSE NO. 66421. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY H. ARNOLD, PE ON SARASOTA, FLORIDA 34232 4/9/2018 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE JEREMY H. ARNOLD, P.E. SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL LICENSE NO. 66421 PHONE: (941) 371-3008 SET NUMBER: 276-37-01 VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 1 4/9/2018 9:58:36 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370101.dwg EXISTING LAKE #20/21 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS WALDROP ENGINEERING 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected]

EXISTING GALLIANO TERRACE (PRIVATE) EXISTING GOLF COURSE EXISTING LAKE #18-19

FUTURE LIVORNO COURT DEVELOPMENT (PRIVATE) PARCEL J EXISTING LAKE #20/21

MONTELANICO LOOP (PRIVATE) EXISTING LAKE #20/21 AERIAL MAP

1

PROJECT SITE DEVELOPMENT PLANS BOUNDARY ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP EXISTING

LAKE #17 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. EXISTING LAKE #18-19

EXISTING POCIDA COURT (PRIVATE)

EXISTING 2 MONTELANICO LOOP (PRIVATE)

EXISTING MONTELANICO LOOP 2 (PRIVATE) EXISTING TERRESINA DRIVE (PRIVATE) REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS 05/24/17 07/19/17 PLAN REVISIONS EXISTING CLEARING NOTES: 1 2 LAKE #22 1. EXOTIC VEGETATION AS DEFINED BY COLLIER COUNTY 0 50 100 200 LAND DEVELOPMENT CODE SHALL BE ERADICATED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC ERADICATION EXISTING (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE SCALE IN FEET ESPLANADE PROPERTY OWNER. EXISTING FLORIDA CERTIFICATE OF AUTHORIZATION #8636 BOULEVARD LAKE #14 2. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL (PRIVATE) EXISTING NATIVE VEGETATION TO BE RETAINED SHALL BE IDENTIFIED. THE CONTRACTOR SHALL INSTALL ENVIROFENCE (OR EQUAL) BEYOND THE DRIP LINES OF

1 THE PRESERVED VEGETATION AND ALONG THE LIMITS OF 4 2

3 CLEARING. THIS FENCE SHALL REMAIN ERECTED AND

1

4 2 3 MAINTAINED THROUGH THE DURATION OF THE CONSTRUCTION ACTIVITIES.

3. THE PROJECT AREA HAS BEEN CLEARED UNDER ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES SDP#1 PL20120001253. JEREMY H. ARNOLD, P.E. 4. AERIAL: COLLIER COUNTY RURAL (2017) FL LICENSE NO. 66421

SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 2 4/9/2018 9:41:57 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370102.dwg EXISTING LAKE #18/19 CIVIL ENGINEERING &

2 3 ESPLANADE BOULEVARD

(PRIVATE) LAND DEVELOPMENT CONSULTANTS

LME 20.0

26.90' 1 25.89' 1 WALDROP ENGINEERING

29.15' 1

15.0' LBE 1 29.75'

22.98' BUILDING #17 2 1

2 15.0' LBE BUILDING #18

34.91' BUILDING #16 31.14' 1 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] 27.01' 1 2 27.37'

23.04' 20.0' 23.04' LME

1 23.43' 1

50.0' EXISTING AE / CUE 20.0' 23.04'

PVMT 1 ESPLANADE BOULEVARD 18.0' 25.99' (PRIVATE)

23.03' 9.0'

23.16' 18.0' 9.0' 23.17' EXISTING GOLF CART PATH

23.03'

24.34' BUILDING #14 2

20.04' 2 21.80' FUTURE 20.00' BUILDING #15 26.02' BUILDING #13 23.00' DEVELOPMENT 17.01'

20.0' 15.0' LME DE 2

18.24'

21.70'

18.88' SITE DEVELOPMENT PLANS ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES ZONING DATA SHEET & MASTER SITE PLAN COACH HOMES I ON MONTELANICO LOOP

EXISTING LAKE #20/21 CLIENT: TAYLOR MORRISON OF FLORIDA, INC.

EXISTING GOLF COURSE

GENERAL NOTES DEVELOPMENT STANDARDS FOR MULTI-FAMILY DWELLING *12

1. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD-1988). REF. PUD ORDINANCE: 12-41 EXISTING EDGE OF WATER 2. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF PRINCIPAL STRUCTURES REQUIRED PROVIDED CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY. LME 20.0' MIN. LOT AREA 9,000 SF N/A MIN. FINISHED FLOOR ELEVATION (FT-NAVD) = 15.40 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND ADHERING TO A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE FLORIDA DEPARTMENT OF MIN. LOT WIDTH 90 FT N/A ENVIRONMENTAL PROTECTION (FDEP). CONTRACTOR SHALL CREATE, IMPLEMENT AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED BY THE NPDES GENERAL PERMIT. FRONT YARD SETBACK 20 FT *2 23 FT TO LANDSCAPE BUFFER 5. THE REVIEW AND APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT AUTHORIZE THE SIDE YARD SETBACK 1/2 BH *5 18 FT EASEMENT (10.0' MIN) LAND USE SUMMARY 1 CONSTRUCTION OF REQUIRED IMPROVEMENTS THAT ARE INCONSISTENT WITH EXISTING (BUILDINGS #1, #2, #3) EASEMENTS OF RECORD. DEVELOPMENT STANDARD NOTES: REAR YARD SETBACK *1 15 FT 15 FT 6. THE CONTRACTOR SHALL PREPARE AN AS-BUILT PLAN SET PER COLLIER COUNTY STANDARDS, FRONT YARDS FOR ALL USES SHALL BE MEASURED AS FOLLOWS: DESCRIPTION ACREAGE INDICATING ANY DIFFERENCES FROM THE ACTUAL CONSTRUCTED IMPROVEMENTS AND THE GOLF COURSE SETBACK 10 FT N/A

ORIGINAL CONSTRUCTION PLANS. IF THE PARCEL IS SERVED BY A PUBLIC ROAD RIGHT-OF-WAY, SETBACK IS MEASURED FROM THE ADJACENT REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS REVISED PER COUNTY COMMENTS PROPOSED BUILDING RIGHT-OF-WAY LINE. 7. ALL MATERIALS AND CONSTRUCTION METHODS USED FOR WATER, SEWER AND DRAINAGE IF THE PARCEL IS SERVED BY A PRIVATE ROAD, SETBACK IS MEASURED FROM THE BACK OF (IF CURBED) PRESERVE SETBACK 25 FT N/A FACILITIES SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS. OR EDGE OF PAVEMENT (IF NOT CURBED). DEVELOPMENT PARCEL: I1A 4.45 MAX ZONED BUILDING HEIGHT *10 50 FT (5 STORIES) *9 27 FT BUILDING / ROOF 1.50 8. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM. *1 - REAR YARDS FOR PRINCIPAL AND ACCESSORY STRUCTURES ON LOTS AND TRACTS WHICH ABUT LAKES MAX ACTUAL BUILDING HEIGHT *10 65 FT 35 FT 05/24/17 07/19/17 07/26/17 PAVEMENT 0.97 9. ALL UNDERGROUND UTILITIES LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED AND OPEN SPACES. SETBACKS FROM LAKES FOR ALL PRINCIPAL AND ACCESSORY USES MAY BE 0 FEET PROVIDED ARCHITECTURAL BANK TREATMENT IS INCORPORATED INTO DESIGN AND SUBJECT TO WRITTEN PLAN REVISIONS MIN. FLOOR AREA PER UNIT 750 SF 1,964 SF 1 2 3 AREAS SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUB-GRADE. OPEN SPACE 1.98 APPROVAL FROM THE COLLIER COUNTY ENGINEERING REVIEW SECTION. PROJECT 10. THE CONTRACTOR SHALL RETAIN ON THE WORK SITE AT ALL TIMES COPIES OF ALL PERMITS DISTANCE BETWEEN PRINCIPAL STRUCTURES 1/2 SUM OF BH *5 20 FT REQUIRED FOR CONSTRUCTION. *2 - SINGLE-FAMILY DWELLINGS, AS DEFINED IN THE LDC, WHICH PROVIDE FOR TWO PARKING SPACES WITHIN 0 20 40 80 20.0' 11. SOLID WASTE DISPOSAL TO BE PROVIDED VIA CURBSIDE PICKUP. AN ENCLOSED GARAGE AND PROVIDE FOR GUEST PARKING OTHER THAN IN PRIVATE DRIVEWAYS MAY ACCESSORY STRUCTURES REQUIRED PROVIDED REDUCE THE FRONT YARD REQUIREMENT TO 10 FEET FOR A SIDE ENTRY GARAGE. MULTI-FAMILY DWELLINGS, SCALE IN FEET 12. SIDEWALK SHALL BE CONSTRUCTED OF , ASPHALT OR PAVERS AT THE DISCRETION OF AS DEFINED IN THE LDC, WHICH PROVIDE FOR TWO PARKING SPACES WITHIN AN ENCLOSED GARAGE AND UNIT ADDRESSING THE DEVELOPER. PROVIDE FOR GUEST PARKING MAY REDUCE THE FRONT YARD TO 15 FEET. THIS REDUCTION SHALL NOT RESULT IN AN APPROVAL TO IMPEDE OR BLOCK THE SIDEWALK. FRONT LOADED GARAGES SHALL BE A FRONT YARD SETBACK *2 SPS 26 FT FLORIDA CERTIFICATE OF AUTHORIZATION #8636 5.0'

23.0' (MIN) MINIMUM OF 23 FEET FROM THE EDGE OF SIDEWALK. PUE 10.0' 4.0' SIDE YARD SETBACK 1/2 BH 18 FT

*5 - BUILDING DISTANCE MAY BE REDUCED AT GARAGES TO HALF THE SUM OF THE HEIGHT OF THE GARAGES. REAR YARD SETBACK *1 10 FT N/A PARKING CALCULATIONS *9 - INCLUSIVE OF UNDER BUILDING PARKING. PRESERVE SETBACK 10 FT N/A

UNIT UNIT UNIT UNIT REQUIRED SPACES *10 BUILDINGS SHALL NOT EXCEED THREE STORIES WITHIN 1,250 FEET OF IMMOKALEE ROAD. DISTANCE BETWEEN ACCESSORY STRUCTURES TYPE OF USE UNITS 0 FT OR 10 FT 20 FT 20.0'

PVMT RATIO REQUIRED 201 202 203 204 ON SAME LOT 50.0' ROW *12 - MAXIMUM LENGTH OF BUIILDINGS SHALL NOT EXCEED 300 LINEAR FEET. MULTI-FAMILY DWELLINGS DISTANCE BETWEEN ACCESSORY AND PRINCIPAL 2 PER UNIT (1 RESIDENT + 1 GUEST) UNIT UNIT UNIT UNIT (2+ BEDROOMS) 48 96 0 FT OR 5 FT 20 FT 101 102 103 104 STRUCTURES ON SAME LOT TOTAL REQUIRED 96 BH = BUILDING HEIGHT MAX ZONED BUILDING HEIGHT *10 35 FT 27 FT SPS = SAME AS PRINCIPAL STRUCTURE JEREMY H. ARNOLD, P.E. FL LICENSE NO. 66421 TYPICAL BUILDING DETAIL TOTAL PROVIDED 100 MAX. ACTUAL BUILDING HEIGHT *10 45 FT 35 FT SCALE: 1" = 40' 1. PARKING CALCULATION BASED ON 1 CARPORT PARKING SPACE AND 1 DRIVWAY PARKING SPACE PER UNIT SET NUMBER: 276-37-01 2. 1 HANDICAPPED PARKING SPACE REQUIRED AND PROVIDED VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 3 4/9/2018 9:42:54 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370103.dwg EXISTING LAKE #18-19 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS

2 MONTELANICO LOOP (PRIVATE) WALDROP

20.0'

LME ENGINEERING

15.0' LBE

BUILDING #17 2 15.0' LBE 1 2 1 2 FDC #5 (BLDG #17)

2 FDC #6 (BLDG #18) 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] MH #434 FIRE HYDRANT BUILDING #16 BUILDING #18 ASSEMBLY 2 1 8" PVC WATER MAIN PERMANENT BACTERIAL SAMPLE POINT MH #433 8" PVC SANITARY 8" PVC SANITARY SEWER SEWER 8" PVC WATER MAIN SINGLE BUILDING FIRE DEPARTMENT

10.0' PUE CONNECTION (TYP.)

1 2 FDC #4 (BLDG #16)

1 FIRE HYDRANT 50.0'

20.0' ASSEMBLY AE / CUE

PVMT

10.0' PUE

TEMPORARY BLOW-OFF W/ BACTERIAL SAMPLE POINT TO PROPOSED CONNECTION TO EXISTING BE REPLACED W/ AUTOMATIC 8" PVC WATER MAIN W/ TEMPORARY FLUSHING DEVICE UPON BACTERIAL SAMPLE POINT ACCEPTANCE OF LINE 15.0' DE

FIRE HYDRANT

1 ASSEMBLY 1 2 I 6" PVC IRRIGATION FDC #2 (BLDG #14) W MAIN 1 2 FDC #1 (BLDG #13)

2 BUILDING #14 W

8" PVC SANITARY I SEWER DOUBLE BUILDING FIRE HYDRANT FIRE DEPARTMENT ASSEMBLY CONNECTION (TYP.) EXISTING 8" PVC 1 6" PVC IRRIGATION MAIN 2 WATER MAIN BUILDING #13

1 2 FDC #3 (BLDG #15) 2 MH #435 BUILDING #15

20.0' LME 1 A PROPOSED CONNECTION TO EXISTING 6" PVC 15.0' IRRIGATION MAIN DE MASTER UTILITY PLAN

TEMPORARY BLOW-OFF SITE DEVELOPMENT PLANS 1 EXISTING 6" PVC

IRRIGATION MAIN ESPLANADE

EXISTING MH #430

GOLF AND COUNTRY CLUB OF NAPLES I

COACH HOMES I ON MONTELANICO LOOP

W

W I

W

I CLIENT: TAYLOR MORRISON OF FLORIDA, INC.

EXISTING LAKE #20/21

I 10' PUE W

W

I 1

UTILITY NOTES I W VALVE BOX WITH CONCRETE PROPERTY LINE POINT OF SERVICE COLLAR 0' (PREFERRED) 1. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. o. CHLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS ONLY WATER ADD SPACE TO AVOID UTILITY CONFLICTSW 2. IRRIGATION DISTRIBUTION SYSTEM SHALL BE OWNED & MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. DEPARTMENT INSPECTION ONLY). * I 3. THE WATER METER SHALL BE SIZED BY THE ENGINEER OF RECORD AND APPROVED BY COLLIER COUNTY PUBLIC p. INSTALLATION OF TEMPORARY METERS/ BACKFLOWS. * UTILITIES. WATER METERS 2" AND SMALLER SHALL BE INSTALLED BY PUBLIC UTILITIES. WATER METERS 3" AND LARGER q. BACTERIOLOGICAL SAMPLING (NEEDS WATER DEPARTMENT INSPECTION ONLY). * SHALL BE INSTALLED BY THE CONTRACTOR. r. HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20" AND GREATER, AND CONNECTIONS TO 4. ALL COLD-WATER METERS-DISPLACEMENT TYPE, BRONZE MAIN CASE, SIZE 1/2 INCH THROUGHOUT 2 INCH SHALL MEET EXISTING POTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND CDES. * THE REQUIREMENTS OF AWWA C700. s. FIRE FLOW TESTING 5. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM WITH NSF * AN INSPECTION ON BEHALF OF THE COUNTY OR OTHER QUALIFIED EMPLOYEE OF THE COUNTY MUST BE FDC W/ CAP AND CHECK VALVE STANDARD 61. PRESENT DURING INSPECTIONS MARKED WITH AN ASTERISK. PLAN DOUBLE CHECK DETECTOR BACKFLOW 6. CONTRACTOR TO COORDINATE IRRIGATION CONDUIT LOCATIONS WITH IRRIGATION CONTRACTOR AND OWNER. 13. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS PREVENTER ASSEMBLY WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD. REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS 7. A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. GATE VALVE (TYP) 8. ALL WORK FROM POINT OF SERVICE TO BUILDING(S) BY OTHERS. IMPROVEMENTS ARE SHOWN FOR INFORMATION ONLY.14. CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES INCLUDING SERVICE LEADS, METER BOXES, BLOW-OFFS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR FDC W/ CAP AND CHECK VALVE 9. FIRE SERVICE TO BE SIZED BY OTHERS. 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 INSURE 10. INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH THE 2010 EDITION OF NFPA 24. 05/24/17 07/19/17 1 CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE.

I

11. UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR PLAN REVISIONS

W

15. ALL REQUIRED INSPECTIONS REQUIRE A 48 HOUR NOTICE. 1 2

A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 633.521 AND 633.539 F.S. W 16. ALL POTABLE WATER MAINS, SANITARY SEWER LINES, LATERALS, AND MANHOLES SHALL BE OWNED AND MAINTAINED I 12. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND COUNTY PRIOR TO THE FLOW FOLLOWING (AS APPLICABLE): BY COLLIER COUNTY PUBLIC UTILITIES. THE IRRIGATION SYSTEM SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. UTILITIES PROVIDING SERVICE 0 20 40 80 a. HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS LINES GREATER THAN 4". * 17. THE WATER METER SHALL BE SIZED BY THE ENGINEER OF RECORD APPROVED BY COLLIER COUNTY PUBLIC UTILITIES. 2" GATE VALVE FLOW FLOW SCALE IN FEET b. MASTER METER AND BYPASS PIPING. WATER METERS 2" AND SMALLER SHALL BE INSTALLED BY COLLIER COUNTY PUBLIC UTILITIES. METERS 3" AND LARGER POTABLE WATER AND SANITARY SEWER: CABLE TELEVISION: 0' (PREFERRED) FINISHED GRADE c. JACK & BORE CASINGS. * SHALL BE INSTALLED BY THE CONTRACTOR. ADD SPACE TO AVOID WYE STRAINER d. PRESSURE TESTS. * COLLIER COUNTY PUBLIC UTILITIES DIVISION COMCAST CABLE COMMUNICATIONS, INC. UTILITY CONFLICTS FLORIDA CERTIFICATE OF AUTHORIZATION #8636 1 18. EACH FIRE DEPARTMENT CONNECTION SHALL BE DESIGNATED BY A SIGN AS FOLLOWS (PER NFPA 24 5.9.5.3): PROPERTY LINE 3301 EAST TAMIAMI TRAIL COMMERCIAL DEVELOPMENT e. INFILTRATION/ EXFILTRATION TESTS. * 18.1. THE SIGN SHALL HAVE RAISED OR ENGRAVED LETTERS AT LEAST 1 INCH IN HEIGHT ON A PLATE OR FITTING. NAPLES, FLORIDA 34112 2931 MICHIGAN I

f. LIFT STATION INSTALLATION, PRIOR TO COVER-UP AND START-UP. * 18.2. THE SIGN SHALL INDICATE THE TYPE OF SYSTEM FOR WHICH THE CONNECTION IS INTENDED. PHONE (239) 252-5888 FORT MYERS, FLORIDA 33919 WATER MAIN W g. LIFT STATION START-UP. * PHONE (239) 432-1805 W 1 19. ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE, AND RESTORATIONS OF ABOVE I FLOW GROUND IMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, h. LAMPING OF SEWER LINES. * FLOW ITS SUCCESSORS, OR ASSIGNS. TELEPHONE: FIRE CONTROL DISTRICT: i. PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS AND NON-POTABLE CUSTOMER IRRIGATION LINES. * NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER LINES NEED ONLY WATER 1 20. INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH THE CURRENT EDITION OF NFPA 24. PER NFPA 24 CENTURY LINK, INC. NORTH COLLIER FIRE CONTROL & (2010 ED.), SECTION 10.4.4: PIPE UNDER DRIVEWAYS SHALL BE BURIED AT A MINIMUM OF 3 FEET. SERVICE LINE DEPARTMENT INSPECTION. P.O. BOX 2469 RESCUE DISTRICT PROFILE 1 21. CONTRACTOR SHALL SOD A 12" MINIMUM STRIP BEHIND ALL CONCRETE CURB, VALLEY GUTTER, AND AT EDGE OF NAPLES, FLORIDA 34106-2469 6495 TAYLOR ROAD j. TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD PHONE (800) 339-1811 NAPLES, FL 34109 WORK PERFORMED BY SITE WORK TO BE PERFORMED BY FINAL FIRE SERVICE ROUTING DESIGN TO PAVEMENT. BE SHOWN BY FIRE CONTRACTOR ("IN-OFFICE REVIEW"). (239) 597-9227 CONTRACTOR FIRE PROTECTION k. CONFLICT CONSTRUCTION. * CONTRACTOR l. CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER SYSTEMS. * UTILITY LOCATING SERVICE: ELECTRIC: m. 8" DIAMETER OR LARGER CASING INSTALLATIONS. * JEREMY H. ARNOLD, P.E. SUNSHINE 811 FLORIDA POWER AND LIGHT COMPANY I n. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT PHONE (800) 638-4097 4105 15 TH AVENUE SW W FIRE SERVICE DETAIL FL LICENSE NO. 66421 APPROVAL. (MINIMUM 2 BUSINESS DAYS NOTICE NAPLES, FLORIDA 34116 REQUIRED) PHONE (239) 353-6020 N.T.S. SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 4 4/9/2018 9:43:56 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370104.dwg EXISTING LAKE #18/19 C.E. = 12.27 CIVIL ENGINEERING &

2 MONTELANICO LOOP (PRIVATE)

20.0' LME LAND DEVELOPMENT CONSULTANTS

15.0' LBE WALDROP ENGINEERING BUILDING #17 2

15.0' BLUE/BLUE HYDRANT LBE 2 REFLECTOR 5' CONCRETE BUILDING #18 SIDEWALK (TYP.) BUILDING #16

VALLEY GUTTER 2 (TYP.) 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected]

10.0' PUE

BLUE/BLUE HYDRANT REFLECTOR VALLEY GUTTER 16.01 EXISTING ESPLANADE (TYP.) 1 50.0' BOULEVARD

AE / CUE (PRIVATE)

TEMPORARY TURN STR. #3 AROUND (SEE DETAIL STR. #4

10.0' SHEET 11)(TYP.) PUE 18" RCP EXISTING GOLF 18" RCP CART PATH

14.77 15.0' STR. #2 14.86 BLUE/BLUE HYDRANT DE 18" RCP REFLECTOR

END OF ROADWAY BUILDING #14 2 MARKERS (OM4-1) BLUE/BLUE HYDRANT REFLECTOR PRE-CAST CONCRETE 14.90 WHEEL STOP (TYP.) STR. #5 2 15.02 FUTURE 5' CONCRETE DEVELOPMENT BUILDING #15 BUILDINGSIDEWALK #13 (TYP.)

20.0' LME STR. #1 15.0' DE 24" RCP 2 VALLEY GUTTER (TYP.)

RELOCATED YARD DRAIN

15.82 SITE DEVELOPMENT PLANS ESPLANADE MASTER PAVING & DRAINAGE PLAN STR. #6 GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP

2 EXISTING LAKE #20/21 EXISTING CLIENT: TAYLOR MORRISON OF FLORIDA, INC. C.E. = 12.27 EXISTING GOLF MONTELANICO LOOP COURSE (PRIVATE)

SIGNING AND PAVEMENT MARKING NOTES

1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE F.D.O.T. STANDARDS FOR ROAD AND CONSTRUCTION, LATEST EDITION, THE F.D.O.T. ROADWAY AND DESIGN STANDARDS, LATEST EDITION REAR LOT LINE ROW LINE CENTERLINE OF AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ROADWAY 2. PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH GLASS BEADS IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS SECTION 710. GRADING NOTES LOT DEPTH VARIES 3. MATCH EXISTING PAVEMENT MARKINGS AT EXISTING . 4. REMOVE ANY EXISTING SIGNS OR PAVEMENT MARKINGS IN CONFLICT WITH THOSE SHOWN ON PLANS. RIBBON FILL LINE LIMITS (BUILDING SETBACK) 1. LOT GRADE PRIOR TO BUILDING CONSTRUCTION IS FINISHED FLOOR MINUS 10". 5. ALL STOP SIGN LOCATIONS SHALL INCLUDE A 24" PAINTED WHITE STOP BAR UNLESS NOTED OTHERWISE. 2. THE DISTANCE FROM THE RIGHT-OF-WAY TO THE HIGH POINT IN THE SIDE YARD SWALE VARIES. SEE PLANS FOR GRADE ELEVATION LOCATIONS. 6. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR AND CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS AND WITH THE MANUAL ON 3. ALL GRADES ARE TO TOP OF SOD. UNIFORM TRAFFIC CONTROL DEVICES. RIBBON FILL LINE (BUILDING

4. FINISHED FLOOR ELEVATION SHOWN IS FOR PRIMARY STRUCTURE. GARAGE FINISHED FLOOR 7. ALL SIGNING, PAVEMENT MARKINGS, STREET NAME SIGNS, ETC. ARE TO BE INCLUDED IN THE LUMP SUM PRICE FOR REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS ELEVATION VARIES. SEE BUILDING PLANS FOR DETAILS. SIGNING AND MARKING. SETBACK LINE) 8. THE CONTRACTOR SHALL FURNISH AND INSTALL STREET NAME SIGNS IN ACCORDANCE WITH COLLIER COUNTY DEVELOPMENT STANDARDS. IF POSSIBLE, STREET NAME SIGNAGE TO BE ATOP ALL STOP SIGNS. ONLY 1 SET OF STREET NAME SIGNS PER INTERSECTION. 05/24/17 07/19/17 9. THE CONTRACTOR SHALL INSTALL BLUE/BLUE RPM'S IN THE CENTER OF THE ADJACENT TO ALL FIRE HYDRANTS. PLAN REVISIONS

GENERAL DRAINAGE NOTES 10. THE LOCATION, QUANTITY AND SIZE OF PARCEL SIGNAGE AND ENTRY FEATURES MAY BE MODIFIED WITHIN THE 1 2 REQUIREMENTS OF COLLIER COUNTY. PROPOSED FFE = CENTERLINE OF ROADWAY GRADE + 1.5' 1. THE LENGTH OF PIPES SHOWN ON PLANS ARE APPROXIMATE AND HAVE BEEN MEASURED 0 20 40 80 FROM THE INSIDE FACE OF STRUCTURE. SURFACE WATER MANAGEMENT SCALE IN FEET 2. LOCATIONS OF DRAINAGE STRUCTURES MAY BE FIELD ADJUSTED TO PRESERVE EXISTING VEGETATION AS SIGNAGE LEGEND APPROVED BY THE ENGINEER. PARAMETERS 3. THE CONTRACTOR IS REQUIRED TO ADJUST ALL EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, FLORIDA CERTIFICATE OF AUTHORIZATION #8636 GRATES, ETC. AS REQUIRED TO MATCH PROPOSED GRADES. 2 4. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION. END OF ROADWAY MARKER DRAINAGE BASIN 5. SWALE PROFILES SHOWN ARE TO TOP OF SOD. CONTRACTOR TO ADJUST SWALE GRADING ACCORDINGLY. 18" x 18" (TYP.) BLVD LOT GRADE PRIOR TO HOME ESPLANADE STREET NAME SIGN CONTROL ELEVATION (FT-NAVD) 12.27 6. CONTRACTOR SHALL SOD A 12" MINIMUM STRIP BEHIND ALL CONCRETE CURB, VALLEY GUTTER AND AT (OM4-1) 9 BUTTON, RED CONSTRUCTION (FFE - 10") EDGE OF PAVEMENT. (D-3) 25 YEAR PEAK STAGE (FT-NAVD) 14.69 7. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL ENCOUNTERED FROM FILL AREAS PRIOR TO MONTELANICOLOOP PLACEMENT OF FILL. ALL UNSUITABLE MATERIAL EXCAVATED SHALL BE STOCKPILED OR REMOVED AS DIRECTED BY OWNER. 100 YEAR PEAK STAGE (FT-NAVD) 15.30 TYPICAL LOT GRADING SECTION 8. DURING CONSTRUCTION, DRAINAGE STRUCTURE OPENINGS, WHERE APPROPRIATE, SHALL BE COVERED N.T.S. WITH FILTER FABRIC (MIRAFI 140N OR APPROVED EQUAL) TO PREVENT DEBRIS AND FILL FROM FALLING 1. DETAILS REFERENCE M.U.T.C.D. LATEST EDITION FEMA ELEVATION (FT-NAVD) AH 12.3 - 12.8 INTO THE INLET. 9. OPTIONAL PAVERS MAY BE INSTALLED IN LIEU OF ASPHALT PAVEMENT AT THE DISCRETION OF THE F.D.O.T. DESIGN STANDARDS MIN. ROAD / PARKING CROWN ELEVATION (FT-NAVD) 14.77 INDEX # 304 - DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS JEREMY H. ARNOLD, P.E. OWNER. FL LICENSE NO. 66421 10. THE HOME OWNER ASSOCIATION IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES INDEX # 11860 - SINGLE COLUMN GROUND SIGNS MIN. PERIMETER BERM ELEVATION (FT-NAVD) 15.07 OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINE BY THE DESIGN ENGINEER OF THESE INDEX # 17346 - SPECIAL MARKING AREAS DRAWINGS. INDEX # 17352 - TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS MIN. FINISHED FLOOR ELEVATION (FT-NAVD) 15.40 SET NUMBER: 276-37-01 VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 5 4/9/2018 9:44:55 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370105.dwg CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS

EXISTING LAKE #18/19 WALDROP C.E. = 12.27 ENGINEERING 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] 2 MONTELANICO LOOP (PRIVATE)

16.77

16.15 TOP OF BANK 16.47 LBE 15.00' ELEV = 14.80 AC PAD ELEV. = 16.95 TOP OF BANK 16.07 ELEV = 14.80 16.75 BUILDING #17 2 FFE = 17.45 AC PAD 16.80 ELEV. = 16.45 16.17 16.65 16.63 AC PAD 2 ELEV. = 16.50 16.60 BUILDING #16 BUILDING #18 EXISTING 15.00' FFE = 16.9515.98 LBE FFE = 17.00 ESPLANADE 16.11 16.85 2 15.65 BOULEVARD 16.13 16.14 (PRIVATE) 16.23 16.75 16.08

16.90

16.08

16.80 15.92

15.72 16.41 16.18 15.58 16.08 16.25 15.68 16.50 16.18 16.18 16.28 16.28 15.98

14.77 16.70 16.71 16.75 15.00' MASTER GRADING PLAN 14.86 DE SITE DEVELOPMENT PLANS 16.85 BUILDING #14 2 16.90 FFE = 17.45 ESPLANADE

16.00 AC PAD 15.91 14.90 2 ELEV. = 16.95 16.60

16.13 GOLF AND COUNTRY CLUB OF NAPLES 16.41 15.02 FUTURE 16.16 BUILDING #15 16.14 BUILDING #13 COACH HOMES I ON MONTELANICO LOOP DEVELOPMENT FFE = 16.95 15.98

16.55 FFE = 17.00 PARCEL I-1 AC PAD CLIENT: TAYLOR MORRISON OF FLORIDA, INC. ELEV. = 16.45 2 16.75

16.70 AC PAD 15.00' 16.01 ELEV. = 16.50 DE 16.80

RELOCATED YARD DRAIN

TOP OF BANK TOP OF BANK 15.79 ELEV = 14.80 ELEV = 14.80 15.82

2 EXISTING LAKE #20/21 EXISTING GOLF COURSE DRAINAGE (TYP.) EXISTING C.E. = 12.27 MONTELANICO LOOP (PRIVATE) NAP #1 - REVISED PER CLIENT COMMENTS RECORD DRAWINGS RECORD DRAWINGS 07/19/17 10/25/17 11/06/17 PLAN REVISIONS 2 4 5

0 20 40 80

SCALE IN FEET

FLORIDA CERTIFICATE OF AUTHORIZATION #8636 RECORD DRAWINGS REV PHASE TYPE DATE

5 - PADS/SITE 11/06/17 4 - UTILITY 10/25/17

JEREMY H. ARNOLD, P.E. FL LICENSE NO. 66421

SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 6 4/9/2018 10:16:40 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370106.dwg EXISTING ESPLANADE EXISTING

I STR. #6 W I 2 FLARED END W

W I EXISTING MONTELANICO LOOP INV E = 6.02 EXISTING (PRIVATE) MH #430

0+00 1 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING LAKE #20/21 EXISTING 6" PVC IRRIGATION MAIN CIVIL ENGINEERING & TOP OF BANK CONTROL EL = 12.77 1 ELEV = 14.80 EXISTING 6" PVC IRRIGATION MAIN STR. #5 VALLEY GUTTER INLET EOP = 14.57

1+00 STR. #1 INV E = 8.00 LAND DEVELOPMENT CONSULTANTS VALLEY GUTTER INLET INV W = 7.80 2 SAW-CUT AND EOP = 14.70 EXISTING MONTELANICO LOOP A MATCH EXISTING INV SE = 9.90 (PRIVATE) PAVEMENT (TYP.) 1 TEMPORARY BLOW-OFF TEMPORARY TURN AROUND 6" PVC IRRIGATION 167 LF 24" RCP (SEE DETAIL SHEET 11) MAIN WALDROP BUILDING #13 @ 1.07% ENGINEERING 14.82 6" CLEANOUT

20.0' 2 LME 11+00 2+0015.02 INV = 15.15 2 6" CLEANOUT I 14.82 INV = 15.43 W 8" PVC SANITARY SEWER 2" SINGLE IRRIGATION EXISTING 8" PVC 14.70 10.0' 2" FIRE SERVICE PUE 20.0' 14.90 VALLEY GUTTER SERVICE (TYP.) (SEE DETAIL SHEET 4) BUILDING #15 W WATER MAIN I 10+00 PVMT (TYP.) 8" PVC SANITARY SEWER 14.70 6" PVC SANITARY FIRE HYDRANT ASSEMBLY W/ REMOVE EXISTING TEMPORARY BLOW-OFF AND SEWER LATERAL W/ BLUE/BLUE REFLECTOR CONNECT TO EXISTING 8" PVC WATER MAIN SINGLE CLEANOUT 1 50.0' BUILDING #14 USING COLLIER COUNTY GAP CONFIGURATION @1.04% MIN. (TYP.) FIRE HYDRANT 2 AE / CUE INV = 15.57 ASSEMBLY W/ OR TEMPORARY BACKFLOW DEVICE AT THE 2" SINGLE WATER 20 LF 18" RCP 3+00 BLUE/BLUE 6" CLEANOUT 14.66 DISCRETION OF THE NORTH NAPLES FIRE SERVICE W/ 4" PVC @ 0.00% REFLECTOR 10.0' 9+0014.86 CONTROL AND RESCUE DISTRICT. TEMPORARY INV = 15.64 PUE CASING (TYP.) 14.57 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135

BACKFLOW SHALL BE USED IF FIRE PROTECTION 1 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] 10.0' 6" PVC 14.77 14.66 IS REQUIRED DURING CONSTRUCTION. PUE IRRIGATION STR. #2 MAIN 14.57 2" FIRE SERVICE 6" CLEANOUT TYPE "9" CURB INLET AE / CUE 1 (SEE DETAIL INV = 16.45 50.0' EOP = 14.70 16.18 INV NW = 9.90 SHEET 4) 6" CLEANOUT TEMPORARY BLOW-OFF W/ 8" PVC WATER 15.68 INV = 15.91 INV SE = 8.50 8+00 BACTERIAL SAMPLE POINT MAIN 4+00 16.08 PVMT 20.0' 15.58 FIRE HYDRANT ASSEMBLY MH #435 W/ BLUE/BLUE REFLECTOR 10.0' 69 LF 18" RCP PUE @ 2.80% 6" CLEANOUT 20 LF 18" RCP INV = 15.65 @ 0.00% STR. #3 5+00 7+00 2" FIRE SERVICE 15.72 EXISTING FLARED END 6" CLEANOUT INV NW = 6.56 (SEE DETAIL SHEET 4) 15.92 6+00 STR. #4 ESPLANADE INV = 16.59 VALLEY GUTTER INLET EOP = 14.57 BOULEVARD 5' CONCRETE 15.72 6" CLEANOUT SIDEWALK (TYP.) INV W = 8.00 (PRIVATE) INV = 15.49

2" SINGLE WATER SERVICE (TYP.) MH #433 6" PVC SANITARY 8" PVC SANITARY SEWER SEWER LATERAL W/ BUILDING #16 6" CLEANOUT SINGLE CLEANOUT 6" CLEANOUT INV = 16.06 6" CLEANOUT @1.04% MIN. (TYP.) 5' CONCRETE INV = 15.94 INV = 15.73 MH #434 INV = 16.30 SIDEWALK (TYP.) 2

2 2" SINGLE IRRIGATION 2" FIRE SERVICE SERVICE W/ 4" PVC (SEE DETAIL SHEET 4) CASING (TYP.) 8" PVC WATER BUILDING #18 MAIN 15.0' LBE BUILDING #17 TOP OF BANK 2

ELEV = 14.80 FIRE HYDRANT ASSEMBLY 15.0' LBE W/ BLUE/BLUE REFLECTOR EXISTING LAKE #18/19 INV = 12.35 CONTROL EL = 12.27

20.0' LME SITE DEVELOPMENT PLANS ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP

28 RECORD DRAWINGS 28 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. REV PHASE TYPE DATE

5 - PADS/SITE 11/06/17 4 - UTILITY 10/25/17

24 24 PLAN AND PROFILE: ESPLANADE BOULEVARD (STA. 0+00 TO END)

20 PROPOSED CONNECTION TO EXISTING 20 6" PVC IRRIGATION MAIN PROFILE GRADE EXISTING GRADE LINE (TYP.) LINE (TYP.) 16 16 PVI STA = 5+66.19 ELEV = 15.92 0.32% -0.36% PVI STA = 2+12.43 ELEV = 15.02 PVI STA = 2+48.38 ELEV = 14.90

-0.33% PVI STA = 9+08.99 ELEV = 14.86 PVI STA = 8+84.00 0.36%ELEV = 14.77 EXISTING 6" PVC 6" PVC IRRIGATION MAIN IRRIGATION MAIN TEMPORARY BLOW-OFF COVER 30" MIN.

COVER 12 30" MIN. 12

EXISTING 8" PVC REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS RECORD DRAWINGS RECORD DRAWINGS 18" MIN. 18" MIN. TEMPORARY BLOW-OFF W/ WATER MAIN 8" PVC WATER COVER MAIN COVER BACTERIAL SAMPLE POINT TO BE 18" RCP BETWEEN PROPOSED CONNECTION 187 LF 8" PVC SANITARY REPLACED W/ AUTOMATIC 18" RCP BETWEEN 05/24/17 07/19/17 10/25/17 11/06/17 TO EXISTING 8" PVC 18" MIN. STR #2 AND #3 SEWER @ 0.40% FLUSHING DEVICE UPON

STR #1 AND #2 233 LF 8" PVC SANITARY PLAN REVISIONS 8 WATER MAIN COVER ACCEPTANCE OF LINE 8 1 2 4 5 SEWER @ 0.40% 18" RCP BETWEEN 207 LF 8" PVC SANITARY STR #4 AND #5 SEWER @ 0.40% 0 20 40 80 EXISTING 193 LF 8" PVC 24" RCP BETWEEN SANITARY SEWER @ 0.40% STR #5 AND #6 SCALE IN FEET 4 4 FLORIDA CERTIFICATE OF AUTHORIZATION #8636 REMOVE EXISTING PLUG AND CONNECT TO EXISTING 8" PVC SANITARY SEWER (INV = 7.41±)

0 0 EXISTING MH #430 RIM ELEV. = 15.70 MH #433 RIM ELEV. = 15.40 MH #434 RIM ELEV. = 15.45 MH #435 RIM ELEV. = 14.77 INV NE = 6.38 INV SE = 6.28 INV W = 8.17 INV N = 8.08 INV SW = 7.98 INV N = 9.11 INV S = 9.01 INV S = 9.86

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 JEREMY H. ARNOLD, P.E. FL LICENSE NO. 66421

SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 7 4/9/2018 10:16:00 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370107.dwg CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS WALDROP ENGINEERING

VARIES 10.00' 50.00' 10.00' VARIES PUE AE / CUE 1 PUE 4.00' 5.00' 4.00' 20.00' 4.00' 5.00' 4.00' A A SIDEWALK SIDEWALK E 2.00' 2.00'

E 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] VALLEY GUTTER (TYP.) FFE VARIES FFE VARIES 15.40 MIN., 17.45 MAX. 15.40 MIN., 17.45 MAX. 2% MAX. 2% 2% 2% MAX.

IRRIGATION MAIN WATER MAIN 1-1/2" ASPHALT 6" LIMEROCK BASE 7.50' 7.50' 12" STABILIZED SUBGRADE B SANITARY SEWER B

D SECTION A-A 1 N.T.S. C

D C

TRACT LINE 1

15.00' 20.00' EXISTING LAKE LBE LME CROSS SECTION MAP 10.00' 10.00' N.T.S. 7' x 7' 1.00' A/C PAD TOP OF BANK FFE VARIES ELEV = 14.80 15.40 MIN., 17.45 MAX.

2% MAX. 4:1 MAX.

CONTROL EL = 12.27 CROSS SECTIONS SITE DEVELOPMENT PLANS SECTION B-B 1

N.T.S. ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP CLIENT: TAYLOR MORRISON OF FLORIDA, INC.

REAR LOT LINE

10.00' EXISTING VARIES VARIES 20.00' EXISTING LAKE 7' x 7' LME PRINCIPAL GOLF COURSE A/C PAD 10.00' SETBACK 5.00' VARIES 7.00' VARIES EXISTING LAKE 20.00' TRACT ACC. ASPHALT LME 2.00' 5.00' LINE SETBACK CART 10.00' 10.00' SIDEWALK TOP OF BANK PATH FFE VARIES ELEV = 14.80 FFE VARIES 15.40 MIN., 17.45 MAX. FFE VARIES TRACT LINE 16.80 15.40 MIN., 17.45 MAX. 1.00' 15.40 MIN., 17.45 MAX. 4:1 MAX. TOP OF BANK 4:1 MAX. 4:1 MAX. 4:1 MAX. ELEV = 14.80 4:1 MAX. FFE VARIES 1.00' 15.40 MIN., 17.45 MAX. 4:1 MAX. CONTROL EL = 12.27 2% MAX. EXISTING GOLF COURSE 3.00' EXISTING GOLF 4:1 MAX. IRRIGATION MAIN COURSE DRAINAGE CONTROL EL = 12.27 EXISTING GOLF COURSE SECTION C-C IRRIGATION MAIN N.T.S. REVISED PER COUNTY COMMENTS SECTION D-D SECTION E-E N.T.S. N.T.S. 05/24/17 PLAN REVISIONS 1

SCALE AS SHOWN

FLORIDA CERTIFICATE OF AUTHORIZATION #8636

JEREMY H. ARNOLD, P.E. FL LICENSE NO. 66421

SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 8 4/9/2018 9:47:32 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370108.dwg B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370109.dwg 4/9/2018 9:47:44 AM VERTICAL ELEVATIONS BASEDON:NAVD-88 FLORIDA CERTIFICATEOFAUTHORIZATION#8636 FL LICENSENO.66421 JEREMY H.ARNOLD,P.E. SHEET : SET NUMBER: PLAN REVISIONS SITE DEVELOPMENT PLANS WALDROP SCALE ASSHOWN ESPLANADE ENGINEERING GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP CIVIL ENGINEERING & 276-37-01 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. LAND DEVELOPMENT CONSULTANTS

GENERAL UTILITY DETAILS 28100 BONITA GRANDE DRIVE - SUITE 305 BONITA SPRINGS, FL 34135 9 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370110.dwg 4/9/2018 9:47:58 AM VERTICAL ELEVATIONS BASEDON:NAVD-88 FLORIDA CERTIFICATEOFAUTHORIZATION#8636 FL LICENSENO.66421 JEREMY H.ARNOLD,P.E. SHEET : SET NUMBER: PLAN REVISIONS SITE DEVELOPMENT PLANS WALDROP SCALE ASSHOWN ESPLANADE ENGINEERING GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP CIVIL ENGINEERING & 276-37-01 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. LAND DEVELOPMENT CONSULTANTS

10 COLLIER COUNTY WATER DETAILS 28100 BONITA GRANDE DRIVE - SUITE 305 BONITA SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370111.dwg 4/9/2018 9:48:13 AM VERTICAL ELEVATIONS BASEDON:NAVD-88 FLORIDA CERTIFICATEOFAUTHORIZATION#8636 FL LICENSENO.66421 JEREMY H.ARNOLD,P.E. SHEET : SET NUMBER: PLAN REVISIONS SITE DEVELOPMENT PLANS WALDROP SCALE ASSHOWN ESPLANADE ENGINEERING GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP CIVIL ENGINEERING & 276-37-01 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. LAND DEVELOPMENT CONSULTANTS

11 COLLIER COUNTY SEWER DETAILS 28100 BONITA GRANDE DRIVE - SUITE 305 BONITA SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Rev02\276370112.dwg 4/9/2018 9:48:28 AM TYPICAL PAVERBRICKSECTION * PIPE LENGTHANDSLOPESHALLBEFIELDADJUSTEDTOHAVEFLAREDENDMATCHFLUSHWITHLAKEBANK. FLARED END* GRATE INLET CURB INLETTOP-TYPE9MODIFIED JUNCTION BOX VALLEY GUTTERINLET** W/ TYPEJORPBOTTOM 1. 5. 3. 4. 2. LIMEROCK &SUBGRADENOTES: STRUCTURE TYPE OF INSTALL PAVERBRICKSPERMANUFACTURER'S 12" STABILIZEDSUBGRADE(MIN.LBR40). EXTEND 6INCHESBEYONDEDGEOFPAVEMENT. BEYOND EDGEOFPAVEMENTANDBACKCURB. SPECIFICATIONS. STABILIZED SUBGRADETOEXTEND1FOOT 98% OFMAX.DENSITY(DETERMINEDBYAASHTO 6" LIMEROCKBASE,PRIMEDANDCOMPACTEDTO WHEN NOCURBISPROPOSEDLIMEROCKTO T-180). DRAINAGE STRUCTURETABLE PRECAST INTERLOCKING CONCRETE BRICKPAVERS 12" STABILIZEDSUBGRADE GENERAL STRUCTUREDESIGNNOTES: 1. 5. 3. 2. 4. 6" LIMEROCKBASE PRECAST STRUCTUREWALLSMAYBE6"THICK(MIN.) MINIMUM STRUCTURESIZESAREPERFDOT CAST-IN-PLACE STRUCTUREWALLSSHALLBE8" STANDARD INDEX200,TABLES3AND4. THICK (MIN.) STRENGTH OF3,000PSIIN28DAYS. TWO INCHESOFCOVER. ALL CONCRETESHALLHAVEACOMPRESSIVE ALL REINFORCINGSTEELSHALLHAVEAMINIMUM END OFPROPOSEDROADWAY 1" SHARPSAND LEVELING COURSE FDOT INDEX270 FDOT INDEX200,214 SEE DETAIL SEE DETAIL SEE DETAIL REFERENCE TEMPORARY TURN-AROUNDDETAIL R25' ADAPTERS WATERTIGHT LOCKING DEVICE DRAINAGE BASINW/H-10GRATE& SPECIFICATIONS FORGRATESIZE) (SEE MANUFACTURER'S N.T.S. 20' MIN. USF 5106-6149ORAPPROVEDEQUAL USF 125, USF 4170-6245, NONE USF 5130-6168, OR APPROVEDEQUAL OR APPROVEDEQUAL OR APPROVEDEQUAL YARD DRAINDETAIL

FINISHED GRADE R50' MIN. CASTING R25' TYPICAL TURN-AROUNDSECTION TEE TYPICAL PAVINGSECTION 4.) 3.) 2.) 1.) LIMEROCK &SUBGRADENOTES: 6" LIMEROCKBASE,PRIMEDAND 12" STABILIZEDSUBGRADE 12" STABILIZEDSUBGRADE(MIN.LBR40) EDGE OFPAVEMENTANDBACKCURB 6 INCHESBEYONDEDGEOFPAVEMENT STABILIZED SUBGRADETOEXTEND1FOOTBEYOND OF MAX.DENSITY(DETERMAINEDBYAASHTOT-180) 6" LIMEROCKBASE,PRIMEDANDCOMPACTEDTO98% WHEN NOCURBISPROPOSEDLIMEROCKTOEXTEND COMPACTED (LBR100) (MIN. LBR40) PIPE SIZE) (SEE PLANFORPROPOSED APPROVED EQUIVALENT) ADS N-12(TYP.)(OR 12" STABILIZEDSUBGRADE 1-1/2" ASPHALT(TYPES-III) PLACED INTWO(2)3/4"LIFTS-OPTIONAL N.T.S. MINIMUM DIMENSIONS 6" LIMEROCKBASE PIPE SIZE FOR DRAINAGE 54" 48" 42" 36" 30" 24" 18" 15" N.T.S. STRUCTURES RISER CUTTOFINISHGRADE RISER TOREMAINPRIORFINISHGRADING 90° BEND STRUCTURE WIDTH MINIMUM INTERIOR INLINE DRAINW/H-10GRATE& (SEE MANUFACTURER'S LOCKING DEVICE SPECIFICATIONS FORGRATESIZE) 6.0 FT 5.5 FT 5.0 FT 4.5 FT 4.0 FT 3.5 FT 3.0 FT 3.0 FT NTS CURB ANDGUTTERDETAILS INLET FRAME&GRATE USF 5106VALLEYGUTTER VALLEY GUTTER

1.

5. 3. 2. 4.

R

4 3 " 12" CONCRETE CURBNOTES: EXPANSION MATERIAL EXPANSION JOINTSSHALLBECONSTRUCTEDWITH1/2"BITUMINOUSIMPREGNATED EXCEED 50'WITHCONTRACTIONJOINTSAT10'INTERVALS EVERY 500'±. CURB SHALLHAVEEXPANSIONJOINTSINSTALLEDWITHIN10'OFEACHSIDEINLETS,AND CURB SHALLBECONSTRUCTEDINCONFORMANCEWITHFDOTINDEX300 OTHERWISE NOTED. CONCRETE SHALLHAVEACOMPRESSIVESTRENGTHOF3,000P.S.I.IN28DAYSUNLESS AN EXPANSIONJOINTWILLBEPLACEDATTHEENDOFALLRETURNSINTERVALSNOTTO

6" 2'-0" 12"

R 3 4 " A (TYP.) 12"

4" 8" 6" 8"

5-3/16" 6" 6"

6" (TYP.)

R2" 6" 8" 8" TYPE "F" 2'-0" R3" 1'-6" SECTION A-A 4' MIN.-SEECHART

R 3 B B 4 " PLAN 3'-7 1/8" 4'-5 1/2" VARIES TYPICAL VALLEYGUTTERINLET DETAIL SAME SLOPEAS ADJACENT PAVEMENT (6" MIN.) 7 1 2

" STD. 18"

12" 6" 8" TYPE "D" ADJUSTMENT BRICKSW/MORTAR N.T.S.

R2" 6" 10-7/16" 8" (TYP.) 4" O.C.,E.W. # 5BARS@ 8" O.C.,E.W. # 4BARS@ 2'-5 1/4"

VARIES A

6" VARIES TYPICAL PRECASTCONCRETEWHEELSTOP (2)-#4 BARS,(5'-6"LONG) 5-3/16" (TYP.) 3 4 8" " DIA.HOLE(2REQ'D.) 1.) NOTES: TYPICAL PARKINGSPACEDETAIL SECTION B-B 3' MIN.(SEECHART) PRECAST CONCRETE (TYP., SEEDETAIL) SLOPES NOTEXCEEDING1:50(2%)INALLDIRECTIONSPERADASTANDARDSFOR WHEEL STOP ACCESSIBLE DESIGNSECTION4.6. ACCESSIBLE PARKINGSPACESANDACCESSAISLESSHALLBELEVELWITHSURFACE 1 VALLEY GUTTER 12" CENTERLINE OF 2 " R.(TYP.) 1'-2 7/8"

(TYP.) 18' 1'-10 1/4" N.T.S. HANDICAPPED PARKINGSIGN (REFERENCE F.D.O.T.INDEX STATING "$250FINE" #17355) WITHADDITIONALSIGN LOCATION HORIZONTAL THIS POINT STAKED TO STRIPE 6" WHITE (2)-#5 BARS,(18"LONG) 9' 8" 8" 4" 6' (TYP.) INLET BOTTOMSBY UNDERGROUND INLET TOPS CONTRACTOR BY PAVING NOTE: CONTRACTOR NOTE: 4" 2" STRIPE 6" BLUE 12' 2% MAX. 3,000 PSICONCRETE AFTER 28DAYS 2" 2" 2' (TYP.)

4" CONCRETE SIDEWALK 5' 2" N.T.S. 6" WHITESTRIPE EQUALLY SPACEDPER 3 -6"WHITECHEVRONS AISLE N.T.S. ELEVATION. FINISHED PAVEMENT SHALL BEATORBELOWTHE THE TOPOFSODELEVATION TYPICAL ASPHALTTRAIL/SIDEWALKDETAIL BROOM FINISH TYPICAL CONCRETESIDEWALKDETAIL NOTES: 6) 5) 4) 3) 2) 1) 3) 2) 1) 7) 6) 5) 4) NOTES: INDEX 310ANDSTANDARDSPECIFICATION522CORRESPONDINGSTANDARDS. CURB RAMPSSHALLBECONSTRUCTEDINCONFORMANCEWITHADASTANDARDSFOR SLOPE OF1:50(2%)PERADASTANDARDSFORACCESSIBLEDESIGNSECTION4.3. SIDEWALKS SHALLHAVEAMAXIMUMRUNNINGSLOPEOF1:20(5%)ANDCROSS CONCRETE SHALLHAVEACOMPRESSIVESTRENGTHOF3000PSIIN28DAYS. SIDEWALK SHALLHAVECONTRACTIONJOINTSSPACEDEQUALLYTOTHE COMPACT FILLAREASTOMINIMUM95%OFAASHTOT99DENSITY. SIDEWALK SHALLBECONSTRUCTEDINCONFORMANCEWITHFDOTSTANDARD WIDTH ANDHAVEEXPANSIONJOINTSEVERY120'MAXIMUM. ACCESSIBLE DESIGNSECTION4.7ANDFDOTSTANDARDINDEX304. MULTI-USE PATHANDCURBRAMPSSHALLBECONSTRUCTEDINACCORDANCE LIMEROCK BASESHALLBECOMPACTEDTO98%OFTHEMAXIMUMDENSITY,IN MAXIMUM 5%PASSING#20SIEVE,COMPACTEDTO95%DENSITY. COMPACTED FILLSHALLBEAMINIMUMOF16",A-3SELECTSOIL(AASHTOM145)W/ WITH THELATESTADAANDFDOTDESIGNSTANDARDS. ACCORDANCE WITHAASHTOT-180ANDENGINEERSTECHNICALSPECIFICATIONS. PATH SHALLHAVEEXPANSIONJOINTSINACCORDANCEWITHFDOTSECTION522-5.1AND SITES WHEREPATHSCROSSCURB. PATH SHALLSLOPETOMATCHSITEGRADING. ASPHALT PATHSHALLBECONSTRUCTEDINACCORDANCEWITHFDOTSECTION339. AT 100FOOTINTERVALS. A CURBCUTRAMPFACILITYFORPHYSICALLYHANDICAPPEDTOBECONSTRUCTEDATALL 6" COMPACTED FILL 1.5% TYP.(2%MAX.) WIDTH PERPLAN ( 1 WIDTH PERPLAN 8 " PERFOOTMIN.) 1" THK.ASPHALT(TYPES-III) SLOPE VERTICAL ELEVATIONS BASEDON:NAVD-88 4" THK. BASE (PRIMED) 6" COMPACTEDLIMEROCK BASE 4" COMPACTEDLIMEROCK 6" ROUND EDGE(TYP) N.T.S. N.T.S. FLORIDA CERTIFICATEOFAUTHORIZATION#8636 FL LICENSENO.66421 JEREMY H.ARNOLD,P.E. SHEET : SET NUMBER: PLAN REVISIONS SITE DEVELOPMENT PLANS WALDROP SCALE ASSHOWN ESPLANADE ENGINEERING GOLF AND COUNTRY CLUB OF NAPLES COACH HOMES I ON MONTELANICO LOOP CIVIL ENGINEERING & 276-37-01 CLIENT: TAYLOR MORRISON OF FLORIDA, INC. LAND DEVELOPMENT CONSULTANTS

12 PAVING AND DRAINAGE DETAILS 28100 BONITA GRANDE DRIVE - SUITE 305 BONITA SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] CIVIL ENGINEERING &

BUILDING #17 2 LAND DEVELOPMENT CONSULTANTS

2 1 SINGLE ROW SILT BUILDING #18 FENCE (TYP.) WALDROP

BUILDING #16 ENGINEERING

EXISTING 2 ESPLANADE BOULEVARD (PRIVATE)

EXISTING LAKE #18/19 28100 BONITA GRANDE DRIVE - SUITE 305 SPRINGS, FL 34135 P: 239-405-7777 F: 239-405-7899 EMAIL: [email protected] 1 SINGLE ROW SILT FENCE (TYP.)

INLET PROTECTION (TYP.) BUILDING #14 2

1 I

SINGLE ROW SILT W

2 FENCE (TYP.)

W I FUTURE BUILDING #15 BUILDING #13 DEVELOPMENT

2

EXISTING 2 MONTELANICO LOOP (PRIVATE)

EXISTING EXISTING LAKE #20/21 MONTELANICO LOOP

(PRIVATE) I STORM WATER POLLUTION PREVENTION PLAN SCALE: 1" = 40' SITE DEVELOPMENT PLANS

LEGEND ESPLANADE AND EROSION CONTROL DETAILS ANCHOR BALES WITH FLOW 2 - 2" x 2" x4' STAKES FLOW PER BALE BALES TO BUTT OVERLAP ENDS PIPE FLOW SAND 50' ON SIDEWALK GOLF AND COUNTRY CLUB OF NAPLES LOOSE SOIL PLACED BY BAGS CENTERS SAND SHEET FLOW COACH HOMES I ON MONTELANICO LOOP

SWALE PLAN SHOVEL AND AS REQUIRED (TYP.) FILL SLOPE LIGHTLY COMPACTED BAGS 6' MIN. STORMWATER POLLUTION PREVENTION PLAN ANCHOR BALES WITH ALONG UPSTREAM OPEN 2 - 2" x 2" x4' STAKES EDGE OF BALES RISER INLET PROTECTION CLIENT: TAYLOR MORRISON OF FLORIDA, INC. PER BALE PLAN DITCH DITCH FILL SLOPE CURB & CURB & SINGLE ROW SILT FENCE ELEVATION ELEVATION GUTTER GUTTER TO BE USED AT SELECTED SITES WHERE THE NATURAL TO BE USED AT SELECTED SITES WHERE THE NATURAL ROCK BAGS GROUND SLOPES TOWARD THE TOE OF SLOPE GROUND SLOPES TOWARD THE TOE OF SLOPE ROCK SAND DOUBLE ROW SILT FENCE PARTIAL INLET BAGS COMPLETED INLET DITCH BOTTOM INLETBAGS BARRIERS FOR FILL SLOPES ANCHOR BALES WITH 2 - 2" x 2" x 4' STAKES PER BALE

BALED HAY OR STRAW BARRIERS AND SILT FENCES 1 PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Post (Options: 2" x 4" Or 2 2" PER F.D.O.T. INDEX 102 Min. Dia. Wood; Steel 1.33 6' Max. Lbs/Ft. Min.) Note: 18 Oz. Nylon Reinforced PVC Turbidity barriers for flowing streams and tidal creeks may be Fabric (300 psi Test) either floating, or staked types or any combinations of types POST OPTIONS: that will suit site conditions and meet erosion control and SOFTWOOD 2 1/2" MIN. DIA. OPTIONAL POST POSITIONS 20° PRINCIPAL POST water quality requirements. The barrier type(s) will be at the SOFTWOOD 2" x 4" POSITION 3' Contractors option unless otherwise specified in the plans, HARDWOOD 1 1/2" x 1 1/2" (CANTED 20° however payment will be under the pay item(s) established in FILTER FABRIC (IN STEEL 1.33 LBS / FT. MIN. 10' MAX. TOWARD FLOW) 5' Or More the plans for Floating Turbidity Barrier and/or Staked

CONFORMANCE WITH 8" Turbidity Barrier. Posts in staked turbidity barriers to be

SEC. 985 FDOT SPEC.) VERTICAL

18" Min. installed in vertical position unless otherwise directed by the FILTER FABRIC SURFACE WATER POLLUTION PREVENTION NOTES Engineer. STAKED TURBIDITY BARRIER SILT FLOW 15" TO 18" 1. INSTALL EROSION CONTROL DEVICES AROUND THE PROJECT BOUNDARY AND AS 3' OR MORE 8" NEEDED TO PREVENT SOIL FROM LEAVING THE SITE. 12" MIN. 2. EROSION CONTROL DEVICES WILL BE BUILT TO PREVENT SOIL FROM LEAVING THE 5 100' Proposed Toe Of Slope LEGEND ELEVATION SECTION SITE AND SHALL BE INSTALLED PRIOR TO ANY SITE GRUBBING AND/OR DEMOLITION 16" Vinyl Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With Galvanized Typical Pile Locations NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF) 3. STABILIZE ALL PERIMETER BERM AND SLOPES TO PROTECT AGAINST EROSION Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam 100' Dredge Or Fill Area

Slotted PVC Connector Pipe Typical 4. WRAP INLET GRATES WITH FILTER FABRIC UNTIL THE DRAINAGE AREA DRAINING TO Closed Cell Solid Plastic Foam Flotation (6" Dia. Equiv.) (12 Lbs. Existing TYPE III SILT FENCE EACH INLET IS STABILIZED WITH EITHER PAVEMENT OR SOD. (Metal Collar Reinforced) Flotation (8" Dia. Equiv.) (17 lbs. Per Ft. Buoyancy) Mooring Buoy w/Anchor REVISED PER COUNTY COMMENTS NAP #1 - REVISED PER CLIENT COMMENTS Per Ft. Buoyancy) Anchor 5. MAINTAIN SILT FENCE, HAY BALES, FILTER FABRIC, AND ALL OTHER EROSION CONTROL DEVICES UNTIL STABILIZATION IS ESTABLISHED TO PREVENT SOIL FROM Shore Line Barrier Movement Due LEAVING THE SITE. 1 To Current Action

8" Polypro Rope 05/24/17 07/19/17 1 18 Oz. Nylon Reinforced (600 lb. Breaking Stream Or 6. INSTALL ALL EROSION CONTROL DEVICES AS PER 2010 F.D.O.T. STANDARD INDEX. 18 Oz. Nylon Reinforced D 100' Tidal Creek PLAN REVISIONS

PVC Fabric (300 psi Test) Strength) 1 2 PVC Fabric (300 psi Test) Stress Plate 5 100' 7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, STABILIZE THE 16" Galvanized Chain With Lacing Grommets 1 Typical SILT FLOW 4" Galvanized Typical EFFECTIVE AREA BY USING WETTING OR OTHER ACCEPTABLE METHODS. Chain 0 20 40 80 8. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 Shore Line Limits Of Const. INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL DEVICE. Current 2 TYPE II 2 TYPE I D1 =5' Std. (Single Panel For Depths 5' or Less). SCALE IN FEET D D 9. REMOVE SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPE AFFECTED BY D =5' Std. (Additional Panel For Depths > 5'). Shore Line 2 Structure Alignment Limits Of Const. CONSTRUCTION ACTIVITIES ON THE SITE PRIOR TO COMPLETION OF Curtain To Reach Bottom Up To Depths Of 10 Feet. FLORIDA CERTIFICATE OF AUTHORIZATION #8636 CONSTRUCTION. Two(2) Panels To Be Used For Depths Greater Than 10 NOTE: SPACING FOR TYPE III FENCE TO BE Feet Unless Special Depth Curtains Specifically Called Turbidity IN ACCORDANCE WITH CHART I, SHEET 1 10. MAINTAIN ALL BERM ELEVATIONS DURING CONSTRUCTION. For In The Plans Or As Determined By The Engineer. Barriers SILT FLOW NOTES: OF 3 AND DITCH INSTALLATIONS AT 11. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD NOTICE: COMPONENTS OF TYPES ~ AND ~~ MAY BE SIMILAR OR IDENTICAL TO 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. DRAINAGE STRUCTURES SHEET 2 OF 3 CONDITIONS. PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS 2. Number and spacing of anchors dependent on current velocities. OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. 3. Deployment of barrier around pile locations may vary to accommodate construction operations. 12. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITUATION DEPICTED. BASED SUBSTITUTIONS FOR TYPES ~ AND ~~ SHALL BE AS APPROVED BY THE 4. Navigation may require segmenting barrier during construction operations. TYPE III SILT FENCE PROTECTION ON SITE CONDITIONS ALL DETAILS MAY NOT BE APPLICABLE TO THE PROJECT. USE ENGINEER. 5. For additional information see Section 104 of the Standard Specifications. TYPE III SILT FENCE TYPE III SILT FENCE APPROPRIATE DETAIL THE SITUATION DEPICTED IN ENCOUNTERED ON SITE. AROUND DITCH BOTTOM INLETS 13. BARRIERS ARE TO BE HIGHLY VISIBLE WITH BRIGHTLY COLORED ALL-WEATHER FLOATING TURBIDITY BARRIERS TURBIDITY BARRIER APPLICATIONS MESH MATERIAL OR EQUIVALENT, AND THE STAKES SHALL BE NO MORE THAN 10' GENERAL NOTES: DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING APART. 1. Floating turbidity barriers are to be paid for under the WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS contract unit price for Floating Turbidity Barrier, LF. USED AT PERMANENT BODIES OF WATER. JEREMY H. ARNOLD, P.E. 2. Staked turbidity barriers are to be paid for under the contract FL LICENSE NO. 66421 TURBIDITY BARRIER unit price for Staked Turbidity Barrier, LF. SILT FENCE APPLICATIONS PER F.D.O.T. INDEX 103 SET NUMBER: 276-37-01

VERTICAL ELEVATIONS BASED ON: NAVD-88 SHEET : 13 4/9/2018 9:49:28 AM B:\Projects\276-37 (Esplanade Naples) Bellano III\Drawings-Exhibits\276-37-01 SDP\Current Plans\276370113.dwg