24-8295_-_Exhibit_M_-_APPROVED_Roberts_Ranch_SDPI_Plans_SS_4_18_24_-_Apr_25_2024_10-08-07_(1).pdf

A G

C P

ER

C O

U N

TY

C

O M

M

EN

TS

C

LI

EN

T N

A M

E:

P R O

JE

C

T N

A M

E:

D R A

W

IN

G T

IT

LE

SHEET

OF

DESIGNED BY: LJA

DRAWN BY: MB

CHECKED BY: AGC

REVIEWED BY: JAC

HOR. SCALE: 1" = N/A'

VERT SCALE: 1" = N/A'

R

EV

IS

IO

N S

N O

D

A

TE

B Y

FIRE DISTRICT:

[239] 353-6090

NAPLES, FLA. 34116

4105 15TH AVENUE SOUTHWEST

FLORIDA POWER AND LIGHT COMPANY

REVIEWING AGENCIES

2295 VICTORIA AVENUE No. 364

DEPARTMENT OF ENVIRONMENTAL PROTECTION

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

2301 MCGREGOR BOULEVARD

FORT MYERS, FLA. 33901

COLLIER COUNTY WASTEWATER DEPARTMENT

NAPLES, FLA. 34113

WATER MANAGEMENT:

TEL: [239] 338-2929

TEL: [239] 732-2575

TEL: [239] 332-6975

FT. MYERS, FLA. 34113

ENVIRONMENTAL:

3301 TAMIAMI TRAIL EAST

SEWER:

WATER:

POWER:

COLLIER COUNTY WATER DEPARTMENT

NAPLES, FLA. 34113

TEL: [239] 732-2575

3301 TAMIAMI TRAIL EAST

PREPARED FOR:

ROBERTS RANCH PIONEER MUSEUM

SITE DEVELOPMENT PLANS INSUBSTANTIAL (SDPI) CHANGE TO SDP 2001-AR-1623/SDPI 2006-AR-10345 FOR:

LOCATION MAP

PROPERTY ZONING: PUD ORD 92-7, ROBERT ESTATE

PROPERTY FOLIO NUMBER: 70690000806

LEGAL DESCRIPTION: ROBERTS RIDGE TRACT E ( HISTORIC SITE) OR 2262 PG 1527

VICINITY MAP

NORTH NAPLES FIRE RESCUE DISTRICT

1885 VETERANS PARK DRIVE

NAPLES, FL. 34109

TEL: [239] 597-3222

COLLIER COUNTY MUSEUMS

3331 TAMIAMI TRAIL EAST

NAPLES, FL 34112

(239) 252-8476

LOCATED IN SECTION 4, TOWNSHIP

47 SOUTH, RANGE 29 EAST, COLLIER

COUNTY, FLORIDA.

COLLIER COUNTY

COLLIER COUNTY COMMUNITY DEVELOPMENT SERVICES

2800 NORTH HORSESHOE DRIVE NAPLES, FL. 34104

TEL: [239] 643-8400

PROJECT SITE

SITE PLAN

SHEET TITLE

SHEET INDEX

SHEET NO.

01 COVER SHEET

R O

B

ER

TS

R

A N

C H

P

IO

N

EE

R M

U S

EU

M

ACAD FILE NAME:

13588 - CVR

ABB PROJECT #

22-0157

PLOT VIEW \ LAYOUT

01-COVER

ACAD FILE #

13588

C O

LL

IE

R C

O U

N

TY

M U

S

EU

M S

T

A M

IA

M

I

TR

A

IL

E A

S T

N A

P

LE

S

FL

C O

V

ER

S H

EE

T

PROJECT SITE

NTS

SCALE: 1" = 200'

ABBREVIATIONS

P/L PROPERTY LINE

C/L CENTER LINE

± APPROXIMATE

ELEC ELECTRIC

ARV AIR RELEASE VALVE

BOC BACK OF CURB

TBA TO BE ABANDONED

TBR TO BE REMOVED

PBSP PERMANENT BACTERIAL SAMPLE POINT

TBSP TEMPORARY BACTERIAL SAMPLE POINT

CV CHECK VALVE

GV GATE VALVE

PV PLUG VALVE

D.E. DRAINAGE EASEMENT

C.U.E COUNTY UTILITY EASEMENT

P.U.E. PUBLIC UTILITY EASEMENT

L.B.E LANDSCAPE BUFFER EASEMENT

L.M.E LAKE MAINTENANCE EASEMENT

R.O.W. RIGHT-OF-WAY

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FM FORCE MAIN

WM WATER MAIN

EFF EFFLUENT LINE

S.S.M. GRAVITY SANITARY SEWER MAIN

W.S. WATER SERVICE

S.S.L. GRAVITY SANITARY SEWER LATERAL

PIV POINT INDICATOR VALVE

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

ML MANHOLE

DL STORM DRAINAGE STRUCTURE

RD ROOF DRAIN

YD YARD DRAIN

PS PUMP STATION

CS CONTROL STRUCTURE

HW HEADWALL

C.O CLEAN OUT

F.F.E FINISHED FLOOR ELEVATION

L.S.P.A LITTORAL SHELF PLANTING AREA

BLDG BUILDING

RED. REDUCER

ROBERTS AVE. W

W M

A

IN

ST.

N

TH

S T.

N

TH

S T.

ROBERTS AVE. W

N

TH

S T.

N

TH

S T.

E MAIN ST.

W

MAIN ST.

1 1

DATE: April, 2024

This item has been digitally signed and sealed by James A. Carr, PE. on 04/18/2024 using a Digital Signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Date:

Reviewed and Approved For:

Permit Issuance

PL20240003894 4/25/2024

29.70

32.90

31.87

33.31 33.52

35.03

34.44

35.19

35.13

35.03 35.01

35.92

33.19

35.1037.77

33.64

33.89

34.36

34.23

37.4137.83

37.41

35.56

35.53

35.61

35.22

WATER 36.05

BACK FLOW

35.85BACK FLOW

37.38

WATER 36.30

34.40

34.63 35.41

37.76 35.01

35.5839.01

36.83 38.1439.35

33.36

31.74

29.76

33.47 33.65

33.51 33.33

33.35

32.80

34.14

32.50

32.65

32.79

32.68

32.60

32.44

35.67 36.38

35.99

33.9933.75

33.0833.00 33.03

32.73

32.63 32.89

33.5834.02

33.9133.5633.1432.36

32.5433.38 33.68 34.00

34.2833.91 33.33

32.96

33.1233.39 34.09 34.33

34.37 34.03

33.3032.91

33.0133.5834.1434.45

34.5934.3033.75 33.12

32.9333.92 34.36 34.59

34.57 34.3934.0333.21

33.61 34.13

34.46

34.24

34.09 33.3132.89

33.86

33.8733.60

33.52

32.8232.54

33.56

33.26

33.19 31.86

31.98

33.35 33.69 33.75

33.71 33.70 31.55

32.20 33.3333.09

33.90

33.72

33.4731.92

31.71 31.8731.94

.73 31 .86

.67

31.91 33.17

33.2531.7331 .73

.71

32.0433.50

33.1931.97

.70 31 .69

31.9433.09

33.1532.2732 .04

32.2733.31

33.59 32.46

.30

32.3333.67

33.3732.34 32.31

33.33

33.48 32.30

32.11 33.17

33.32 31.88

32.13 33.14

33.29 32.03

31.66 33.21

33.07 31.61

.65

31.98

33.25 32.26

33.30 33.21

32.69 31.90

33.02 32.91

32.48

32.59

TRACT D

TRACT E

.3

5.

9'

414.1'

183'

.4'

1.

7'

.5

GEOPAVE® GRAVEL PAVERS

GEOPAVE® MATERIAL SPECIFICATION AND LAYOUTS (2 OF 2)

CUT GEOPAVE

UNITS IN HALF

ALONG OUTER

EDGE

CUT GEOPAVE

UNITS IN HALF AT

START/FINISH OF

INSTALLATION

PLAN VIEW

TYPICAL LAYOUT

OFFSET PATTERN - PATHWAYS

PLAN VIEW

TYPICAL LAYOUT

BRICKLAYER PATTERN -

PATHWAYS

PLAN VIEW

HERRINGBONE PATTERN -

VEHICULAR TRAFFIC

GEOPAVE® MATERIAL SPECIFICATION

MATERIAL: UP TO 97% RECYCLED POLYETHYLENE

COLOR: RANGES DARK SHADES OF GRAY TO BLACK

CHEMICAL RESISTANCE: SUPERIOR

CARBON BLACK FOR UV STABILIZATION: 1.5% - 2.0%

UNIT MIN CRUSH STRENGTH - EMPTY AT 21° C (70° F): 175 PSI (1,202 KPA)

UNIT MIN CRUSH STRENGTH - SAND FILLED AT 21° C (70° F): 5,610 PSI (35,625 KPA)

FLEXURAL MODULUS AT 70°F (21C°): 240,000 KPA (35,000 PSI)

NOMINAL DIMENSIONS (WIDTH X LENGTH): 20" X 40" (0.5 M X 1 M)

NOMINAL UNIT DEPTH: 2" (50 MM)

NOMINAL COVERAGE AREA: 5.38 FT² (0.5 M²)

CELLS PER UNIT: 50

CELL SIZE(SMALL CELL): 3.25" X 3.25" (83 MM X 83 MM)

CELL SIZE(LARGE CELL): 3.25" X 6.5" (83 MM X 165 MM)

TOP OPEN AREA PER UNIT: 90.5%

BOTTOM OPEN AREA PER UNIT: 32.6%

BOTTOM MESH OPENING: 0.25" X 0.25" (6.35 MM X 6.35 MM)

NOMINAL WEIGHT PER UNIT: 7.6 LBS (3.4 KG)

RUNOFF COEFFICIENT AT 2.5 IN/HR (64 MM) RAINFALL: 0 - 0.15

UNITS PER PALLET: 46

GEOPAVE® GRAVEL PAVERS

GEOPAVE USAGE LOAD DESCRIPTIONS (3 OF 3)

MANUFACTURER NOTES:

A. CBR MEANS CALIFORNIA BEARING RATIO.

B. FOR AGGREGATE SYSTEMS, AGGREGATE BASE SHALL BE OPEN GRADED CRUSHED AGGREGATE WITH A PARTICLE RANGE FROM

0.375 TO 1.0 INCH (10MM TO 25MM) AND A FINE CONTENT LESS THAN 5%. AGGREGATE INFILL SHALL BE 0.375 TO 0.50 INCH (10MM TO 13MM) OPEN GRADE CRUSHED ANGULAR STONE WITH FINE CONTENT LESS THAN 5% TO ALLOW FOR FREE DRAINAGE.

C. FOR VEGETATED SYSTEMS, ENGINEERED BASE SHALL BE AN OPEN GRADED CRUSHED AGGREGATE WITH A PARTICLE RANGE FROM 0.375 TO 1.0 INCH (10MM TO 25MM) WITH A D50 OF 0.5 INCH (13MM) AND FREE FROM FINES PER PRESTO'S GUIDELINES. THE PULVERIZED TOPSOIL PORTION SHALL EQUAL 33% IF THE TOTAL VOLUME AND BE ADDED AND BLENDED TO PRODUCE A HOMOGENOUS MIXTURE CONSISTING OF A CLEAR-STONE / CRUSHED ROCK HAVING AN AASHTO #5 OR SIMILAR DESIGNATION AND PARTICLE RANGE FROM 0.375 INCH TO 0.5 INCH (10MM TO 13MM) BLENDED WITH PULVERIZED TOPSOIL.

D. A MINIMUM 2" (50 MM) OF AGGREGATE SHOULD BE PLACED BELOW THE UNITS TO ACT AS DRAINAGE LAYER AND INFILTRATION

AREA.

E. REFER TO THE GEOPAVE DESIGN AND CONSTRUCTION OVERVIEW FOR A COMPLETE DESCRIPTION OF THE DESIGN AND

CONSTRUCTION METHODS.

LOAD DESCRIPTION

CBR 2 - 4% CBR > 4%

HEAVY FIRE TRUCK ACCESS & H/HS-20 LOADING. TYPICAL 110 PSI (758

KPA) TIRE PRESSURE. SINGLE AXLE LOADINGS OF 32 KIPS (145 KN),

TANDEM AXLE LOADINGS OF 48 KIPS (220 KN). GROSS VEHICLE WEIGHT

OF 80,000 LBS (36.3 MT). INFREQUENT PASSES.

LIGHT FIRE TRUCK ACCESS & H/HS-15 LOADING. TYPICAL 85 PSI (586 KPA)

TIRE PRESSURE. SINGLE AXLE LOADINGS OF 24 KIPS (110 KN). GROSS

VEHICLE LOADS OF 60,000 LBS (27.2 MT). INFREQUENT PASSES.

UTILITY & DELIVERY TRUCK ACCESS & H/HS-10 LOADING. TYPICAL 60 PSI

(414 KPA) TIRE PRESSURE. SINGLE AXLE LOADINGS OF 16 KIPS (75 KN).

GROSS VEHICLE LOADS OF 40,000 LBS (18.1 MT). INFREQUENT PASSES.

CARS & PICK-UP TRUCK ACCESS. TYPICAL 45 PSI (310 KPA) TIRE

PRESSURE. SINGLE AXLE LOADINGS OF 4 KIPS (18 KN). GROSS VEHICLE

LOADS OF 8,000 LBS (3.6 MT). INFREQUENT PASSES.

TRAIL USE. LOADING FOR PEDESTRIAN, WHEELCHAIR, EQUESTRIAN,

BICYCLE, MOTORCYCLE AND ATV TRAFFIC.

DESIGN GUIDELINES - BASE DEPTH

6"

(150MM)

4"

(100MM)

2"

(50MM)

NONE

NONE

6"

(150MM)

4"

(100MM)

2"

(50MM)

NONE

6"

(150MM)

CBR 2 - 4% CBR > 4%

2"

(50MM)

NONE

NONE

NOT

RECOMMENDED

4"

(100MM)

2"

(50MM)

NONE

NOT

RECOMMENDED

NOT

RECOMMENDED

NOT

RECOMMENDED

AGGREGATE SURFACE VEGETATED SURFACE

R O

B

ER

TS

R

A N

C H

P

IO

N

EE

R M

U S

EU

M

C

LI

EN

T

N A

M E:

P R O

JE

C

T N

A M

E:

D R A

W

IN

G T

IT

LE

ACAD FILE NAME:

13588 - ME

ABB PROJECT #

22-0157

PLOT VIEW \ LAYOUT

02-SITE

SHEET

OF

ACAD FILE #

13588

DESIGNED BY: ABB

DRAWN BY: MB

CHECKED BY: AGC

REVIEWED BY: JAC

C O

LL

IE

R C

O U

N

TY

M U

S

EU

M S

T

A M

IA

M

I

TR

A

IL

E A

S T

N A

P

LE

S

FL

DATE: April, 2024

S

IT

E P

LA

N

R

EV

IS

IO

N S

N O

D

A

TE

B Y

DATUM: NAVD88

PROPERTY/BOUNDARY LINE

PROPOSED

OPEN / GREEN SPACE

PERVIOUS PATHWAY

PERVIOUS AREA

TOTAL

12.02

0.20

12.22

12.94

92.9%

1.50%

94.4%

100%

1.50%

4.10%

5.60%

BUILDING AREA

HARDSCAPE

IMPERVIOUS AREA

0.19

0.53

0.72

AC. %

N

E M

P

L O Y E E O W

N E

D C

L I

ENTFOCU

S E

D

0 30

24x36 SCALE: 1" = 60'

60 60

11x17 SCALE: 1" = 120'

PROP. RAISED

PLANTERS

PROP. THATCH CHICKEE

OPEN AIR ALL SIDES

EXISTING

OPEN / GREEN SPACE

PERVIOUS AREA

TOTAL

12.22

12.22

12.94

94.4%

94.4%

100%

1.50%

4.10%

5.60%

BUILDING AREA

HARDSCAPE

IMPERVIOUS AREA

0.19

0.53

0.72

AC. %

TOTAL CHANGE IMPERVIOUS AREA: 27SY, (+)0.04%

NOTE: PROPOSED CHICKEES COUNTED UNDER OPEN SPACE

LAND USE TABLE

PROP. 10.7'x22'

CONCRETE PAD

PROP. PRESTO

GEOPAVE PERVIOUS

PATH (TYP.)

NOTE:

PROP. PRESTO

GEOPAVE PERVIOUS

PATH (TYP.)

PROP. PRESTO

GEOPAVE PERVIOUS

PATH (TYP.)

ALL PROHIBITED EXOTIC VEGETATION SHALL BE

REMOVED FROM THE SITE AND IT SHALL BE

MAINTAINED FREE OF EXOTICS IN PERPETUITY

PER LDC 3.05.08.

EXOTIC REMOVAL NOTE:

ALL EXISTING STRUCTURES AND PLANT MATERIALS TO REMAIN

WIDTH VARIES

6"6"

*NOTE: CONTRACTOR HAS OPTION OF 6" THICK CONCRETE

SIDEWALK W/O LIMEROCK BASE REQUIREMENT,

12" STABILIZED SOIL STILL APPLIES

CONCRETE PAD*

12" OF EXISTING SOIL TO BE

COMPACTED TO 98% OF MAX.

DRY DENSITY.

4" CONCRETE

SIDEWALK

4" LIMEROCK

BASE

SETBACK MATRIX

FRONT SETBACK (NORTH)

REQUIRED PROVIDED

25' + 1' FOR

EACH FOOT OF

BLDG HEIGHT

OVER 50'

ZONING DATA:

CURRENT ZONING = MPUD (ROBERTS ESTATE, TRACT D & E)

ORD. # 92-7 AS AMENDED

NORTH = R.O.W. (ROBERTS AVE)

SOUTH = MPUD (ROBERTS ESTATE, TRACT C)

WEST = R.O.W. (S.R. 29)

EAST = R.O.W. (ELEVENTH ST)

355.9'

(MIN.)

NOTE:

FROM ORD. 14-01 SECTION 5.4 AND 6.3

REAR SETBACK (SOUTH)

68.3'

(MIN.)

5'

SIDE SETBACK (EAST & WEST)15' OR 12 BLDG

HEIGHT

390.1'

(MIN.)

MAX. BUILDING HEIGHT

DISTANCE BETWEEN

STRUCTURES

15'

(CHICKEE)

50'

183'

(CHICKEE)

15'

A G

C P

ER

C O

U N

TY

C

O M

M

EN

TS

Date:

Reviewed and Approved For:

Permit Issuance

PL20240003894 4/25/2024