Agenda 03/28/2017 Item #16A 103/28/2017
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Ranch at Orange Blossom Phase 2A, (Application Number
PL20150002151) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security. This is a companion to Agenda Item 17.C,
(Vacation of Easements) and both items must be approved or both items denied.
_____________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Ranch at Orange Blossom Phase 2A, a subdivision of lands located in Section 13, Township 48 South,
Range 27 East, Collier County, Florida, following the alternative procedure for approval of subdivision
plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat and
associated construction documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Ranch at Orange
Blossom Phase 2A. These documents are in compliance with the County Land Development Code
(LDC) and Chapter 177, Florida Statutes. This project is within the Orange Blossom Ranch PUD, Ord.
04-74, as amended. All fees have been paid. Security in the amount of 10% of the total cost of the
required improvements, and 100% of the cost of any remaining improvements, together with a
Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted
by the County Manager or designee and the County Attorney’s Office prior to the recording of the final
plat. This procedure is in conformance with Section 10.02.04 F.2 of the LDC.
Staff recommends that the final plat of Ranch at Orange Blossom Phase 2A be approved for recording.
The companion vacation item provides that the public interest in the Lake Maintenance and Drainage
Easement and the portion of Drainage Easement being vacated shall not terminate until the date of
recording of the subject plat, which plat shall not be recorded until:
1) The County Engineer has certified that all improvements relating to the alternate stormwater runoff
outfall path have been constructed, inspected, and certified complete; and
2) New drainage easements in favor of the County over the alternate stormwater runoff outfall path have
been accepted by the County and recorded in the Official Records of Collier County. The new drainage
easements shall continue to receive stormwater runoff from Oil Well Road p ursuant to the Developer's
Agreement recorded in OR Book 4322, Page 2787. The easements and development's stormwater
management system shall "provide water quality and treatment and attenuation for stormwater run -off in
perpetuity from the Oil Well Road Right of Way adjacent to the development and an additional 21 acres
of Oil Well Road Right of Way that does not traverse the Development."
FISCAL IMPACT: The project cost is $5,885,234.90 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $2,817,594.00
b) Drainage, Paving, Grading $3,067,640.90
The Security amount, equal to 110% of the
project cost, is $6,473,758.39
The County will realize revenues as follows:
03/28/2017
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $178,662.05
The Fees are based on a construction estimate of $5,885,234.90 and were paid in May 2016.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5/ac) $ 2,105.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $21,131.96
c) Drainage, Paving, Grading
(.75% const. est.) $23,007.31
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $63,395.87
e) Drainage, Paving, Grading
(2.25% const. est.) $69,021.92
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. - SAS
RECOMMENDATION: To approve the final plat of Ranch at Orange Blossom Phase 2A (application
number PL20150002151) for recording with the following stipulations:
1. Approve the amount of $6,473,758.39 as performance security for the required improvements, or
such lesser amount based on work completed, and as is approved by the Growth Management
Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County
Manager or designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney’s Office and the
Board or the County Manager or designee on behalf of the Board pursuant to Section
10.02.04 F.2 of the LDC; and until the easements which are required to be vacated have
been approved by the Board.
c. To delay recording of the plat until
1) The County Engineer has certified that all improvements relating to the alternate
stormwater runoff outfall path have been constructed, inspected and certified complete; and
2) New drainage easements in favor of the County over the alternate stormwater runoff
outfall path have been accepted by the County and recorded in the Official Records of
03/28/2017
Collier County. The new drainage easements shall continue to receive stormwater runoff
from Oil Well Road pursuant to the Developer's Agreement recorded in OR Book 4322,
Page 2787. The easements and development's stormwater management system shall
"provide water quality and treatment and attenuation for stormwater run-off in perpetuity
from the Oil Well Road Right of Way adjacent to the development and an additional 21
acres of Oil Well Road Right of Way that does not traverse the Development."
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
03/28/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.1
Doc ID: 2313
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Ranch at Orange Blossom Phase 2A, (Application Number
PL20150002151) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security. This is a companion to Agenda Item 17.C - (Vacation of
Easements) and both items must be approved or both items denied.
Meeting Date: 03/28/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
11/07/2016 10:26 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
11/07/2016 10:26 AM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Division Reviewer Completed 03/03/2017 9:39 AM
Growth Management Department Matthew McLean Additional Reviewer Completed 03/03/2017 11:24 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 03/07/2017 2:12 PM
Growth Management Department Jeanne Marcella Level 2 Division Administrator Completed 03/08/2017 1:01 PM
Growth Management Department James French Additional Reviewer Completed 03/08/2017 5:08 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 03/09/2017 3:54 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/15/2017 8:57 AM
Budget and Management Office Mark Isackson Additional Reviewer Completed 03/16/2017 8:22 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 03/20/2017 10:11 AM
Board of County Commissioners MaryJo Brock Meeting Pending 03/28/2017 9:00 AM
-IIEo(-
rrir)*
I-of,)"
=oe
z. qJ>L
fi6
(NSRS2007)
1S83
arr a c o www.barraco.net
and Associates, Inc. Civil Engineers, Land Surveyors and Planners
ENGINEER'S OPINION OF PROBABLE COST
for the construction of
The Ranch at Orange Blossom Phase 2A
April 11, 2016
ITEM UNIT
NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT
Imi.11Y 00 L1,10lR 11
Under Separate
no -1 Clearing and Grubbing (Development Area) o AC Permit
110-2 Erosion Control 1 LS $15,000.00 $15,000.00
Excavation (Haul, Spread, Compact in-place, and Under Separate
12o-1 Rough Grading) o CY Permit
575-1 Sodding (Lake Sod Unnder Separate Permit) 2,979 SY $1.85 $5511.15
SUB -TOTAL $20,S11.
II iiZ�7�
110-2
Remove and Replace Existing Roadway
315
SY
$22.00
$6,930.00
110-3
Remove and Replace Existing Curb
57
SY
$13.00
$741.00
110-4
Remove and Replace Existing Sidewalk
151
SY
$25.00
$3,775.00
16o-1
Type "B" Stabilization (12")
48,296
SY
$2.00
$96,592.00
20o-1
Limerock Base w/Prime Coat (6")
32,051
SY
$7.00
$224357.00
331-1
Asphalt Concrete Type S -III 3/4" (1st Lift)
32,051
SY
$4.50
$144,229.50
331-2
Asphalt Concrete Type S -III 3/4" (Final Lift)
32,051
SY
$3.75
$120,191.25
520-1
Valley Gutter (2' Wide)
23,336
LF
$12.00
$280,032.00
520-2
Valley Gutter (3' Wide)
433
LF
$20.00
$8,66o.00
520-3
Type "F" Curb
3,167
LF
$9.00
$28,503.00
520-4
Type "D" Curb
28
LF
$14.00
$392.00
520-5
24" Ribbon Curb
48
LF
$6.00
$288.00
522-1
4" Concrete Sidewalk
14,830
SY
$20.00
$296,600.00
522-2
ADA Ramps w/ Detectable Warning
96
EA
$450.00
$43,200.00
700-1
Signing and Pavement Markings
1
LS
$7,500.00
$7,500.00
SUB -TOTAL:
$1,261,99°•75
III.
DRAINAGE
425-1 Valley Gutter Inlet 54 EA $3,500.00 $189,000.00
425-2 Type "9" Inlet 6 EA $2,900.00 $17,400.00
425-3 Type "C" Inlet 14 EA $2,750.00 $38,500.00
Page 1 of 4
ITEM
NO.
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
425-4
Type "E" Inlet
1
EA
$3,750.00
$3,750.00
425-5
Junction Box
14
EA
$2,500.00
$35,000.00
425-6
18" Headwall
1
EA
$1,500.00
$1,500.00
425-7
24" Headwall
19
EA
$1,800.00
$34,200.00
425-8
30" Headwall
3
EA
$2,200.00
$6,600.00
425-9
36" Headwall
3
EA
$2,800.00
$8,400.00
425-10
48" Headwall
6
EA
$4,500.00
$27,000.00
430-1
18" RCP Storm Sewer
1,352
LF
$39.00
$52,728.00
430-2
24" RCP Storm Sewer
3,476
LF
$50.00
$173,800.00
430-3
3o" RCP Storm Sewer
862
LF
$65.00
$56,030.00
430-4
36" RCP Storm Sewer
1,030
LF
$90.00
$92,700.00
430-5
42" RCP Storm Sewer
163
LF
$120.00
$19,56o.00
43o-6
48" RCP Storm Sewer
2,332
LF
$140.00
$326,480.00
430-7
8" ADS Storm Sewer
785
LF
$12.00
$9,420.00
43o-8
12" ADS Storm Sewer
1,5o8
LF
$18.00
$27,144.00
430-9
18" ADS Storm Sewer
463
LF
$25.00
$11,575.00
43o-10
ADS Yard Drain
26
EA
$450.00
$11,700.00
SUB -TOTAL:
$1,142,487.00
IV.
WATERLINE AND ACCESSORIES
A.
1o" DR -18 PVC Watermain
12,909
LF
$30.00
$387,270.00
B.
1o" DR -14 PVC Watermain
1,090
LF
$32.00
$34,880.00
C.
1o" Gate Valve
6o
EA
$2,100.00
$126,000.00
D.
Fire Hydrant Assembly
41
EA
$3,500.00
$143,500.00
E.
Single Water Service
61
EA
$600.00
$36,600.00
F.
Double Water Service
166
EA
$900.00
$149,400.00
G.
Automatic Watermain Flushing Device
2
EA
$6,500.00
$13,000.00
H.
Temporary Automatic Watermain Flushing Device
13
EA
$2,500.00
$32,500.00
I.
Permanent Bacterial Sample Point
15
EA
$1,200.00
$18,000.00
J.
Air Release Valve
3
EA
$2,000.00
$6,000.00
K.
Connection to Existing Water Main
1
EA
$5,500.00
$5,500.00
SUB -TOTAL:
$952,650.00
Page 2 of 4
ITEM
NO.
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
AMOUNT
V.
SEWER SYSTEM
VI.
LANDSCAPING
$18.00
$18,882.00
A.
8" SDR 26 Sanitary Sewer
13,28o
LF
$70.00
$929,600.00
B.
8" DR -18 PVC Forcemain (Dryline)
13,130
LF
$24.00
$315,120.00
C.
8" DR -14 PVC Forcemain (Dryline)
1,049
LF
$26.00
$27,274.00
D.
4' Sanitary Manhole
55
EA
$7,400.00
$407,000.00
E.
6" Sewer Service (Single)
125
EA
$550.00
$68,75o.00
F.
6" Sewer Service (Double)
134
EA
$800.00
$107,200.00
G. 8" Plug Valve 1 EA $1,500.00 $1,500.00
H. Air Release Valve 1 EA $2,000.00 $2,000.00
I.
Connection to Existing Manhole
1 EA $6,500.00
$6,500.00
$16.00
$21o,o80.00
SUB -TOTAL:
$1,864,944.00
VI.
LANDSCAPING
$18.00
$18,882.00
A.
Littoral Shelf Planting Area
o EA
Under Separate
Permit
B.
Canopy Buffer Trees
211 EA $250.00
$52,750.00
C.
Native Shrubs (3 gallon)
2,499 EA $10.00
$24,990.00
E.
Temporary Blowoff Valve
SUB -TOTAL:
$77,740.00
VII.
IRRIGATION SYSTEM
F.
Buffer Irrigation
A.
6" DR -18 PVC Irrigation
13,130
EA
$16.00
$21o,o80.00
B.
6" DR -14 PVC Irrigation
1,049
EA
$18.00
$18,882.00
C.
6" Gave Valve
51
EA
$900.00
$45,900.00
D.
Single Irrigation Service
393
EA
$500.00
$196,500.00
E.
Temporary Blowoff Valve
15
EA
$1,500.00
$22,500.00
F.
Buffer Irrigation
2,550
LF
$3.00
$7,650.00
G.
Miscellaneous Irrigation Equipment
1
EA
$4,000.00
$4,000.00
SUB -TOTAL:
Page 3 of 4
ITEM UNIT
NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT
VIII. SITE LIGHTING
A. FPL Town & Country Street Lights 132 EA $450.00 $59,400.00
Estimated Date of Completion: 12/16
Barraco and Associates, Inc.
2271 McGregor Boulevard
P.O. Drawer 2800
Fort Myers, FL 33902-2800
Certificat of Authorization No. 7995
Carl A. Barraco, P.E.
Florida P.E. No. 38536
For the Firm
��,Z ry'�, BNSF�CQ/��i
i
No. 38536
'f3 STATE OF LU
COR10P;•
is
111111//
Page 4 of 4
SUB -TOTAL: $59,400.00
TOTAL: $5,885,234.90
io% BOND TOTAL: $588,523.49
BOND TOTAL: $6,473,758.39
SHEET 1 OF 13
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS PLAT OF RANCH AT ORANGE BLOSSOM, PHASE 2A, WAS PREPARED FROM A
BOUNDARY SURVEY PERFORMED BY ME, OR UNDER MY SUPERVISION, AS PROVIDED IN CHAPTER 177.041
FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, PART I, AS
AMENDED, FLORIDA STATUTES.
IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS (P.R.M.'S) WILL BE SET PRIOR TO THE
RECORDING OF THIS PLAT AND THAT ALL PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE
SET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.
DONE THIS ________ DAY OF ___________________, 2017 A.D.
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF THIS COUNTY.
LOCATION
SCALE: 1" = 3000'
VICINITY MAP
0 1500 3000 6000
SCALE IN FEET
PROJECT
KNOW ALL MEN BY THESE PRESENTS THAT RP ORANGE BLOSSOM OWNER L.L.C., A DELAWARE LIMITED LIABILITY COMPANY AND THE RANCH AT ORANGE BLOSSOM
MASTER ASSOCIATION, INC., THE OWNERS OF THE LANDS HEREIN DESCRIBED HAVE CAUSED THIS PLAT OF RANCH AT ORANGE BLOSSOM, PHASE 2A, TO BE MADE, AND DO
HEREBY:
1) RESERVE TO RP ORANGE BLOSSOM OWNER L.L.C.:
A) TRACTS "F-1" AND "F-2" FOR FUTURE DEVELOPMENT, LAKE ACCESS EASEMENT (L.A.E.) AND DRAINAGE EASEMENT (D.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
2) DEDICATE TO THE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC.:
A) TRACT "A" FOR RECREATION AREA WITH RESPONSIBILITY FOR MAINTENANCE.
B) TRACTS "C-1" AND "C-2" FOR COMMON AREA AND ACCESS PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
C) TRACTS "O-1" AND "O-2" FOR OPEN SPACE AND DRAINAGE PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
D) TRACT "R-1" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W.) SUBJECT TO THE EASEMENTS DEPICTED HEREON (O.U.E., P.U.E., D.E., A.E.) WITH
RESPONSIBILITY FOR MAINTENANCE.
E) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
F) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
G) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
H) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
I) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
3) DEDICATE TO ORANGE BLOSSOM RANCH COMMUNITY DEVELOPEMENT DISTRICT:
A) TRACTS "L-1" THRU "L-9", AS LAKES FOR DRAINAGE AND STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
B) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
4) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) TRACT "R-2" FOR PUBLIC ROAD RIGHT OF WAY (R.O.W.) SUBJECT TO THE EASEMENTS DEPICTED HEREON (O.U.E., P.U.E., D.E., A.E.) WITH
RESPONSIBILITY FOR MAINTENANCE.
5) DEDICATE TO THE ORANGE TREE UTILITY CO., A FLORIDA CORPORATION, ITS SUCCESSORS AND ASSIGNS:
A) ALL ORANGE TREE UTILITY COMPANY UTILITY EASEMENTS (O.U.E.) AS SHOWN HEREON, FOR THE PURPOSE OF CONSTRUCTING, INSTALLING, MAINTAINING AND
OPERATING IT'S FACILITIES, INCLUDING THE RIGHT OF ACCESS TO PERFORM ANY SUCH PURPOSE TO SAID FACILITIES, WITH RESPONSIBILITY FOR MAINTENANCE.
B) ALL WATER AND SEWER UTILITY FACILITIES CONSTRUCTED WITHIN THIS PLATTED AREA PURSUANT TO THE APPLICABLE COUNTY REGULATIONS, INCLUDING
THOSE SET FORTH IN THE CODE OF LAWS AND ORDINANCES, CHAPTER 134.
6) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R-1" FOR USE BY GOVERNMENTAL VEHICLES IN THE EXECUTION OF THEIR DUTIES,
INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE WITH NO RESPONSIBILITY FOR
MAINTENANCE.
B) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR MAINTENANCE.
C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
D) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
E) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
F) ALL ORANGE TREE UTILITY COMPANY UTILITY EASEMENTS (O.U.E.) AS SHOWN ON THIS PLAT FOR UTILITY PURPOSES PURSUANT TO THE PUD ORD. 04-74
APPROVAL WITHOUT RESPONSIBILITY FOR MAINTENANCE.
7) DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:
A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S)
THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE PROVIDED TO THE COLLIER COUNTY WATER-SEWER DISTRICT TO OPERATE AND
MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA
AFTER FINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S),
WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE EASEMENT AREA.
B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF CONSTRUCTED WITHIN THIS
PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE (2004-31),
AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX-OFFICIO GOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE
ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.
8) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES FOR PUBLIC UTILITY PURPOSES:
ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE
TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL
INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE
EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
DEDICATION
SCOTT A. WHEELER (FOR THE FIRM-LB 6940)
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. 5949
BARRACO AND ASSOCIATES, INC.
2271 MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 33901
FLORIDA CERTIFICATE OF AUTHORIZATION - LB-6940
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P01.DWG - THU. 3-2-2017 - 11:17 AM
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2017 A.D.
SCOTT A. STONE
ASSISTANT COUNTY ATTORNEY
COUNTY ATTORNEY
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2017, A.D. PROVIDED THAT THE PLAT IS
FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
COUNTY COMMISSION APPROVAL
ATTEST:
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2017 A.D.
MARCUS L. BERMAN, P.S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY SURVEYOR
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THE
REQUIREMENTS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR
RECORD AT _________ , THIS ______ DAY OF ______________________, 2017 A.D., AND DULY RECORDED IN
PLAT BOOK ____, PAGES ______ THROUGH ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA.
CLERK OF THE CIRCUIT COURT
FILING RECORD
DWIGHT E. BROCK
IN AND FOR COLLIER COUNTY, FLORIDA
GENERAL NOTES
1.ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2.BEARINGS AND COORDINATES SHOWN ARE STATE PLANE FLORIDA EAST ZONE (NAD1983 (NSRS2007))
AND ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 13 TO BEAR
N00°29'09"W.
3.ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4.DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RANCH AT ORANGE BLOSSOM
RECORDED IN OFFICIAL RECORDS BOOK 4000, PAGES 2283 .
5.THIS PROJECT WAS APPROVED UNDER THE ORANGE BLOSSOM RANCH PUD, COLLIER COUNTY ORD.
04-74, AS AMENDED.
6. PURSUANT TO GENERAL DEVELOPMENT COMMITMENT 6.4(A) IN PUD ORDINANCE NO. 04.74, A PIPELINE
EASEMENT MAY BE REQUIRED WITHIN FUTURE DEVELOPMENT TRACT F-2 WHEN RE-PLATTED FOR
DEVELOPMENT.
COUNTY APPROVALS
SEE SHEET 2 OF 13 FOR LEGAL DESCRIPTION
THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF
COLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2017, A.D.
JACK G. MCKENNA, P.E.
COLLIER COUNTY ENGINEER
COUNTY ENGINEER
BOARD OF COUNTY COMMISSIONERS
PENNY TAYLOR, CHAIRMAN
COLLIER COUNTY, FLORIDA
ACKNOWLEDGMENT
COMMISSION # MY COMMISSION EXPIRES
NOTARY PUBLIC - STATE OF FLORIDA
NAME - PRINTED
COUNTY OF COLLIER
STATE OF FLORIDA
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2017 A.D., BY
RON J. HOYL, AS VICE PRESIDENT OF RP ORANGE BLOSSOM OWNER, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY ON
BEHALF OF SAID LIMITED LIABILITY COMPANY. HE [ ] IS PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED
______________________________ AS IDENTIFICATION.
WITNESS:
PRINT NAME:
WITNESS:
PRINT NAME:
RP ORANGE BLOSSOM OWNER L.L.C.
A DELAWARE LIMITED LIABILITY COMPANY
BY:
IN WITNESS WHEREOF, RON J. HOYL, VICE PRESIDENT, THE UNDERSIGNED OWNER HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2017, A.D.
RON J. HOYL
VICE PRESIDENT
ACKNOWLEDGMENT
COMMISSION # MY COMMISSION EXPIRES
NOTARY PUBLIC - STATE OF FLORIDA
NAME - PRINTED
COUNTY OF COLLIER
STATE OF FLORIDA
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2017 A.D., BY
MARK S. TAYLOR, AS VICE PRESIDENT OFTHE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC. HE [ ] IS
PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED ______________________________ AS IDENTIFICATION.
WITNESS:
PRINT NAME:
WITNESS:
PRINT NAME:
THE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC.
BY:
IN WITNESS WHEREOF, MARK S. TAYLOR, VICE PRESIDENT, THE UNDERSIGNED OWNER HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2017, A.D.
MARK S. TAYLOR
VICE PRESIDENT
PLATTED AREA = 220.79 Ac. +/-
Sheet 3
NE 1/4
U N P L A T T E D
Sheet 4
Northwesterly MostCorner Tract "C"
POINT OF BEGINNING
U N P L A T T E D
U N P L A T T E D
T ra c t "E "
T r a c t "L -1 "
T r a c t "L -3 "
T r a c t "L -3 "
T ract "A-2"
Township 48 South, Range 27 EastSection 13
SE 1/4
SW 1/4
NW 1/4
Sheet 5
HeydonCircle WestHeydonCircle EastBellinghamLaneLaneFairmont
T ract "C"
T ract "A-3"
244 243 2 42 241 240 2 3 9 238 237 236 235 234 2 3 3 2 3 2
222 2 2 3 224 225 226 22 7 228 2 29 2 3 0 231221
2 2 0
2 1 9
2 1 8
217
216
2 1 5
2 1 4
213
212 211 210 209 208 2 0 7 2 0 6 2 0 5
204
203
2 0 2
2 0 1
200
1 9 9187198
1 9 7
196
1 9 5
1 9 4
193 1 9 2
191
190
1 8 9
188
168
167
1 6 6
165
1 6 4
1 6 3
162
1 6 1
160
1 5 9
158 1 57 156 155 1 5 4 1 5 3 1 5 2
1 5 1
150
149
148
14 7
146
145
144
143
142
141
140139138137136135134133132131
130 1 2 9 128 127 1 26 125 124 1 2 3 122 121
1 2 0
1 1 9
118
1 1 7
1 1 6898887868584
6 9686766656463626160595857565554535251
3 6 35 3 4 3 3 32 3143
2
1
177
176
1 7 5
1 7 4
173
172
1 7 1
170
169 186
1 8 5
184
1 8 3
1 8 2
181
1 8 0
1 7 9
178
"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)NorthGolden(70'DRAINAGEEASEMENT(P)(80'WIDER.O.W.)Gate(PERNORTHGOLDENGATEUNITS4THRU7,VACATED)CanalHawthornRoad"GoldenGateEstates,UnitNo.64"(P.B.7,PG.64,C.C.R.)Tract8Tract7Tract6Tract5Tract480'
70'
150'
Wellington
Stre
et
Hawthorn
R
o
a
d
Tamarron StreetParsonStreet
Minneola StreetClementineStreetHamlinStreetOrchardStreetFallglo
Stre
et
Tangerine
L
a
n
eVineAvenueBlossomWayCitrusStreet Sheet 8
Sheet 7Sheet 6
Sheet 9
Sheet 10
Sheet 11
Sheet 12 Sheet 13
TRACT
"A"
TRACT "C-1"
TRACT "C-2"
TRACT "F-1"
TRACT "F-1"
TRACT "F-1"
TRACT "F-1"
TRACT "F-2"TRACT "F-2"
TRACT "F-2"
TRACT "L-2"
TRACT "L-3"
TRACT "L-4"
TRACT "L-5"
TRACT "L-6"
TRACT "O-2"
181
180
183
182
185
184
187
186
195194141
168167
989799100278279281282283280284285386387388
390389
391
393392
384385
377376
380
378379
381382383
374375
367366
368
370369
371372373
365
356
364
357358
361
359360
362363
335334
326327
329328
331330
332333
345344
337336
338
341
339340
342343
355354
346347348
351
349350
352353
325324
317316
318
320319
321322323
315314
306307308309
311310
312313
305304
296297298299300301302303
295294
286287288289290291292293
243
242
245
244
2
4
7
2
4
6
2492482512502532522552542572562
5
92
5
8
261260
2 2 7
2 2 6
2 2 9
2 2 827126627127026926827327227527426526424124026326223123023523423323223723623923827727619319219119018918819919819719621521421 72162132122112102092082072 2 52242232222212202192184
3203202
2052042062012001021011071141151201211 2 8127126
123122142
143
144
145
146
147
148
149
150
151
152
155
154
156
153
157
166
140
324
0
4
1
4
2
4
4
46
47
4
5
49
48
50
52 51
5354 65
64
63
60 61 62
59585756
83 82 81 80 79 78 77
84 85 86 87 88 89 9190
92
93
7
6
94
7
5
74
95
9
6
66677273707169681041031061051082
223
21 20 19 18 1 7 1614 13 12 11 10 9 8 1234567
2439383736353433313011629117281182711926251 2 5124
139
138
137
136
135
134
133
132
131
130
129
158
159
160
165
164
163
162
161
169
170
171
172
173
174
175
176
178 179177
151
0
9
1
1
0
55
1
1
3
1
1
2
1
1
1
LaneCanberiaLane
BloomLane
TRACT "F-1"
Parson (PUBLICPERPLAT)VineAve.KEY MAP SHEET
SHEET 2 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEETFLORIDAPLANE (EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
0 100 200 400
SCALE IN FEET
1"=200'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P02.DWG - THU. 3-2-2017 - 11:17 AM
N
3 4 5
6 7 8
9 10 11
12 13 DESCRIPTION
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier County, Florida, said
tract or parcel being more particularly described as follows:
Beginning at the Northwesterly most corner of Tract “C” of the record plat of “ORANGE BLOSSOM RANCH
PHASE 1A” as recorded in Plat Book 45, Pages 58-61 of the Public Records of Collier County, Florida, run
S89°30'46"W for 1,778.52 feet to an intersection with the Easterly line of lands described in Official Records
Book 1433 at page 509, of the Public Records of Collier County, Florida; thence run N00°29'14"W along said
Easterly line for 3,156.55 feet to an intersection with the Southerly line of a Canal Easement as recorded as
Exhibit “C” of Official Records Book 1322 at page 1897, Collier County Records; thence run N89°33'07"E along
said Southerly line for 3,728.29 feet to an intersection with the West right of way line of the North Golden Gate
Canal, (80’ wide right of way), as shown on the record plats of North Golden Gate Units 4 thru 7; thence run
S00°30'08"E along said West line right of way line for 1,881.63 feet; thence run S89°29'52" W for 157.91 feet
to a point on a non-tangent curve and an intersection with the Northerly line of said record plat of “ORANGE
BLOSSOM RANCH PHASE 1A”; thence run along the Northerly line of said record plat the following three (3)
courses: Westerly along an arc of a curve to the right of radius 227.50 feet (delta 21°38'36") (chord bearing
S78°42'10" W) (chord 85.43 feet) for 85.94 feet to a point of tangency; S89°31'28" W for 195.00 feet to a point
of curvature and Westerly along an arc of a curve to the right of radius 227.50 feet (delta 21°31'38") (chord
bearing N79°42'43" W) (chord 84.97 feet) for 85.48 feet; thence run S89°29'52" W for 150.94 feet to a point on
a non-tangent curve and an intersection with said Northerly line of said record plat; thence run along said
Northerly line of said record plat the following three (3) courses: Southwesterly along an arc of a curve to the
right of radius 227.50 feet (delta 75°49'40") (chord bearing S51°36'38" W) (chord 279.59 feet) for 301.08 feet
to a point of tangency; S89°31'28" W for 195.00 feet to a point of curvature and Northwesterly along an arc of a
curve to the right of radius 227.50 feet (delta 61°58'01") (chord bearing N59°29'32"W) (chord 234.23 feet) for
246.05 feet to a point on a non-tangent curve; thence run Southwesterly along an arc of a curve to the left of
radius 335.00 feet (delta 03°06'47") (chord bearing S55°55'56"W) (chord 18.20 feet) for 18.20 feet to a point of
tangency; thence run S54°22'32"W for 184.36 feet to a point on a non-tangent curve and an intersection with
said Northerly line of said record plat; thence run along said Northerly line of said record plat the following two
(2) courses: Southwesterly along an arc of a curve to the right of radius 617.50 feet (delta 14°46'18") (chord
bearing S46°08'43"W) (chord 158.76 feet) for 159.20 feet to a point of tangency and S53°31'52"W for 339.44
feet to a point on a non-tangent curve; thence run Southeasterly along an arc of a curve to the left of radius
30.00 feet (delta 01°21'07") (chord bearing S31°57'40"E) (chord 0.71 feet) for 0.71 feet to a point of tangency;
thence run S32°38'14"E for 122.43 feet to a point of curvature; thence run Southeasterly along an arc of a
curve to the left of radius 30.00 feet (delta 57°50'18") (chord bearing S61°33'23"E) (chord 29.01 feet) for 30.28
feet to a point of tangency; thence run N89°31'28"E for 190.52 feet to a point of curvature; thence run Easterly
along an arc of a curve to the right of radius 70.00 feet (delta 22°45'38") (chord bearing S79°05'43"E) (chord
27.62 feet) for 27.81 feet to a point of reverse curvature; thence run Easterly along an arc of a curve to the left
of radius 70.00 feet (delta 22°45'38") (chord bearing S79°05'43"E) (chord 27.62 feet) for 27.81 feet to a point
of cusp and an intersection with Southerly line of Tract “L-3” of said record plat; thence run along the Southerly
and Westerly line of said Tract “L-3” the following five (5) courses: S89°31'28"W for 99.26 feet to a point of
curvature; Southwesterly along an arc of a curve to the left of radius 20.75 feet (delta 65°45'41") (chord bearing
S56°38'38"W) (chord 22.53 feet) for 23.82 feet to a point of reverse curvature; Southwesterly along an arc of a
curve to the right of radius 50.00 feet (delta 46°38'50") (chord bearing S47°05'12"W) (chord 39.59 feet) for
40.71 feet to a point of tangency; S70°24'37"W for 266.74 feet to a point on a non-tangent curve and
Northwesterly along an arc of a curve to the left of radius 1,340.00 feet (delta 07°24'01") (chord bearing
N24°29'55"W) (chord 172.96 feet) for 173.08 feet to an intersection with said Northerly line of said record plat;
thence run along said Northerly line and the Westerly line of said record plat the following four (4) courses:
S53°31'52"W for 91.01 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of
radius 1,250.00 feet (delta 27°30'37") (chord bearing S13°50'37"E) (chord 594.43 feet) for 600.18 feet to a
point of tangency; S00°05'19"E for 67.44 feet and S89°54'41"W for 35.56 feet to the POINT OF BEGINNING.
Containing 220.79 acres, more or less.
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)
N=716819.22(Y)
E=468248.74(X)
Township 48 South, Range 27 EastSection 13NW 1/4
NE 1/4
N=717928.67(Y)
E=469304.36(X)
FD. 4"x4" C.M. (TOP BROKEN)
NORTH QUARTER COR. SEC. 13
(CCR #091921)
N=716827.52(Y)
E=469310.97(X)(1/4SEC.COR.TO1/4SEC.COR.)1101.19'UNPLATTEDCANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)N89°33'07"E 3728.29'N00°29'14"W3156.55'U N P L A T
S00°20'38"E5325.87'1062.28'(P.R.M.TO P.R.M.)964.41'(P.R.M.TOP.R.M.)1333.00'(P.R.M.TO P.R.M.)777.95'R=30.00'
ǻ=90°02'21" L=47.14'
CB=N44°31'56"E
CD=42.44'
N89°30'46"E 163.83'
R=30.00'
ǻ=90°02'21" L=47.14'
CB=S44°31'56"W
CD=42.44'N00°29'14"W92.85'R=30.00'
ǻ=90°02'21" L=47.14'
CB=N44°31'56"E
CD=42.44'
R=30.00'
ǻ=89°57'39" L=47.10'
CB=N45°28'04"W
CD=42.41'
R=30.00'
ǻ=89°57'39" L=47.10'
CB=S45°28'04"E
CD=42.41'N89°33'07"E 71.67'(TRACT"F-1")N00°29'14"W1650.28'S00°29'14"E1487.39'N00°29'14"W55.00'S55°06'17"E
N00°29'40"WN89°33'07"E 1003.38'
S89°33'07"W 1003.40'330.00'(TIE)441.58'(TIE)
N89°33'07"E 1003.50'
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'L.B.E.10'L.B.E.15'L.B.E.
15'L.B.E.
15'L.B.E.1348.02'N00°29'14"W87.91'(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)
TRACT "L-2"
(LAKE & D.E.)
121,517 S.F. (2.79 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
2'O.U.E.
10'P.U.E.
LOT 356
LOT 357
LOT 358
SHEET 3 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:20 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCHLINEMATCH LINE SEE SHEET 6 SEESHEET4
N89°33'07"E 3728.29'
1333.00'(P.R.M.TO P.R.M.)
1333.00'(P.R.M.TO P.R.M.)
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)838.44'R=25.00'
ǻ=89°56'45" L=39.25'
CB=S45°28'31"E
CD=35.34'N00°30'08"WR=25.00'ǻ=90°03'15" L=39.29'
CB=N44°31'29"E
CD=35.37'
R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
N89°33'07"E 1003.50'
S89°33'07"W R=30.00'ǻ=90°03'15" L=47.15'
CB=S44°31'29"W
CD=42.45'
R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'N89°33'07"E 1003.38'S00°30'44"E1003.40'S00°30'08"E55.00'330.00'(TIE)1029.35'N89°33'07"E 65.00'S00°30'08"E1455.31'.44'20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'L.B.E.10'L.B.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.Township 48 South, Range 27 EastSection 13NE 1/4
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-2"
(LAKE & D.E.)
121,517 S.F. (2.79 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
SHEET 4 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:20 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE MATCHLINESEE SHEET 8SEESHEET3MATCHLINESEESHEET7 SEESHEET5
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)
80'(P)Tract8FD. 4"x4" C.M. "LB 5151"
NORTHEAST COR. SEC. 13
(CCR #091922)(ALONGR/WSEC.LINETOSEC.LINE)(R/W TO SEC.COR.)
N=717950.96 (Y)
E=471966.84 (X)
N=716848.37 (Y)
E=471976.84 (X)(SEC.COR.TO1/4SEC.COR.)S00°34'56"E2641.86'1102.65'S89°04'56"W 80.33'
U N P L A T T E D
N89°33'07"E 3728.29'S00°30'08"E1881.63'Township 48 South, Range 27 EastSection 13NE 1/4
12 7
1813
WestLineofGoldenGateEstates,Unit64Tract7(70'DRAINAGEEASEMENT(P)0.33'N00°30'08"W5293.82'1333.00'(P.R.M.TO P.R.M.)940.82'(P.R.M.TOP.R.M.)838.44'495.45'753.74'753.79'R=25.00'
ǻ=89°56'45" L=39.25'
CB=S45°28'31"E
CD=35.34'
S89°29'52"W 142.50'
R=30.00'ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
R=30.00'
ǻ=90°03'15" L=47.15'
CB=N44°31'29"E
CD=42.45'
R=30.00'
ǻ=90°03'15" L=47.15'
CB=N44°31'29"E
CD=42.45'S00°30'08"E1455.31'N00°30'08"W1147.34'S00°30'08"E1147.29'S00°30'08"E1147.29'N00°30'08"W1147.34'R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'N89°33'07"E
55.00'N89°33'07"E
55.00'1694.13'(TRACT"F-1")20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.10'L.B.E.10'L.B.E.10'L.B.E.52.20'S89°29'52"W 187.50'
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
LOT 140 S00°30'08"ELOT 141
SHEET 5 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
SEE SHEET 8MATCHLINESEESHEET4MATCH LINE
LOT 51
LOT 60
BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)TEMPORARY
CONSTRUCTION EASEMENT
(O.R.4322,PG.2787,C.C.R.)
DRAINAGE EASEMENT
(O.R.4322,PG.2787,C.C.R.)
(O.R.4373,PG.3774,C.C.R.)
SW 1/4N=715245.15(Y)
E=466649.60(X)
WEST QUARTER COR. SEC. 13
(BASED ON CCR# 91927 &
TIES TO ADJACENT.
SEC. CORNERS)S89°18'45"W 5344.57'
30'30'
N00°29'14"W 1540.49'
N00°29'14"W 1552.16'
S33°00'41"E 13.84'
N89°30'44"E 22.56'
R=1320.00' ǻ=61°51'42" L=1425.19'
CH=N32°54'25"W 1356.97'242.89'(TIE)N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13NW 1/4
NE 1/4
1/4 Section LineUNPLATTED
(1/4 SEC.COR.
TO 1/4 SEC.COR.)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)1217.85'(P.R.M.TOP.R.M.)964.41' (P.R.M. TO P.R.M.)CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)N00°29'14"WS89°30'46"W
22.50'22.50'45.00'564.58'
(TOTAL)
ǻ=9°55'38"L=224.37'CB=N85°31'26"W CD=224.09'R=1295.00'
R=850.00'ǻ=52°40'35"
L=781.47'(TOTAL)
87.36'N89°30'46"EN00°29'14"W117.50'S89°30'46"W
39.83'N09°26'23"ER=1340.00'ǻ=7°55'58"L=185.53'CB=S86°31'15"E CD=185.38'
N89°30'46"E
N89°30'46"E
N09°26'23"E74.00'R=1340.00'
140.08'
R=25.00'ǻ=88°00'21"L=38.40'CB=N53°26'34"ECD=34.73'
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'74.00'42.43'R=25.00'ǻ=90°00'00"L=39.27'CH=N45°29'14"W35.36'R=477.50'ǻ=9°55'38"L=82.73'CH=N04°28'34"E82.63'R=25.00' ǻ=84°24'16" L=36.83'
CH=N47°18'38"E 33.59'R=522.50'ǻ=4°19'54"L=39.50'CH=N07°16'26"E39.49'R=827.50'ǻ=52°40'35"
L=760.78'
R=872.50'ǻ=44°45'40"L=681.62'
41.25'
CD=58.54'
CB=S89°14'08"E
ǻ=2°30'12" L=58.55'
10.67'N89°30'46"E 118.33'
N89°30'46"E40.00'
N89°30'46"E N00°29'14"WR=30.00'
ǻ=90°00'00" L=47.12'
CB=N45°29'14"W
CD=42.43'S14°19'45"W81.15'R=335.00'ǻ=14°48'59" L=86.63'
CB=S06°55'15"W
CD=86.39'S00°29'14"E1487.39'N00°29'14"WR=1015.00'ǻ=37°02'25" L=656.17'
CB=N71°58'02"W
CD=644.80'
(TRACT "F-1")777.95'1650.28'N89°30'46"E 694.58'
S89°30'46"W 64.83'
R=1015.00'
85.92'R=690.00'ǻ=52°40'35"
L=634.37'N07°54'00"E142.50'N03°55'00"E142.50'N00°04'00"W142.50'S00°29'14"E137.50'S04°53'00"W137.50'S15°29'00"W137.50'CD=74.09'
CB=N80°00'30"Wǻ=4°11'00"L=74.11'
CD=70.55'
CB=N84°05'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N88°04'30"W
ǻ=3°59'00"
L=70.57'CD=7.45'CB=S89°43'23"Wǻ=0°25'14"L=7.45'CD=6.41'
CB=S89°43'23"Wǻ=0°25'14"L=6.41'
CD=63.69'
CB=N80°00'30"Wǻ=4°11'00"L=63.70'
CD=60.65'
CB=N84°05'30"W
ǻ=3°59'00"
L=60.66'
CD=60.65'
CB=N88°04'30"W
ǻ=3°59'00"
L=60.66'
CD=76.52'
CB=S77°10'00"E
ǻ=5°18'00"
L=76.55'
CD=76.52'
CB=S82°28'00"E
ǻ=5°18'00"
L=76.55'CD=73.58'CB=S87°39'54"Eǻ=5°05'47"L=73.61'CD=3.96'
CB=N89°38'59"E
ǻ=0°16'27"
L=3.96'
CD=63.80'
CB=S77°10'00"E
ǻ=5°18'00"
L=63.83'CD=3.96'CB=N89°40'38"Eǻ=0°19'44"L=3.96'CD=60.70'
CB=S87°38'15"E
ǻ=5°02'30"
L=60.72'CD=63.80'CB=S82°28'00"Eǻ=5°18'00"L=63.83'COURSE INFORMATION
1
2 20'D .E .&L.M .E .20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.15'D.E.7.5'7.5'25'D.E.
25'D.E.
25'D.E.
15'D.E.S10°11'00"W137.50'15'D.E.
7.5'
7.5'N12°05'00"E142.50'7.5'
7
10'D.E.15'L.B.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.45'22.5'22.5'22.5'
Tangerine
VineWayCitrusHawthorn
Road
Lane159.12'R=500.00' ǻ=0°40'28" L=5.88' CH=N00°09'01"W 5.88'
R=500.00' ǻ=9°15'10" L=80.75' CH=N04°48'48"E 80.66'
R=500.00' ǻ=9°55'38" L=86.63' CH=N04°28'34"E 86.52'3
4
5
3
4
5 N00°29'14"W144.73'S89°30'46"W 522.08'
364.65'
163.16'
19.75'1348.02'N89°30'46"E 142.50'
45.00'
N89°30'46"E
22.5'Avenue10'L.B.E.BlossomStreetBloom
Lane
Canberia
Lane
N09°26'23"E363.18'S89°30'46"W 241.17'N00°29'14"W732.67'N89°30'46"E 241.17'S00°29'14"E917.33'143.18'112.33'152.00'185.08'205.64'578.79'578.79'111.39'132.91'42.50'143.18'20'20'20'20'20'20'45'45'S00°29'14"E66.39'R=25.00'ǻ=90°00'00"L=39.27'CH=S44°30'46"W35.36'S89°30'46"W 151.17'R=25.00'ǻ=90°00'00"L=39.27'CH=N45°29'14"W35.36'N00°29'14"W90.64'S00°29'14"ER=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'N89°30'46"E 151.17'R=25.00'ǻ=90°00'00"L=39.27'CH=N44°30'46"E35.36'N00°29'14"W488.79'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'S89°30'46"W R=25.00'ǻ=90°00'00"L=39.27'CH=S44°30'46"W35.36'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'S00°29'14"E847.33'N00°29'14"WR=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°29'14"E 35.36'N00°29'14"WR=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
R=25.00'ǻ=92°13'20"L=40.24'CH=S36°40'17"E 36.03'N89°30'46"E 87.91'151.17'
20.00'20.00'
20.00'20.00'20.00'20.00'107.00'
151.17'488.79'737.67'R=1250.00'=7°42'17"L=168.09'
CB=S86°38'06"E
CD=167.97'N00°29'14"W159.12'70.00'70.00'70.00'70.00'N89°30'46"E
S89°30'46"W 201.17'
S89°30'46"W 118.33'
N89°30'46"E
201.17'
118.33'
38.08'20.00'20.00'20.00'20.00'20.00'20.00'15.58'98.83'60.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'123.83'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'100.58'
100.58'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'100.58'
100.58'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'84.59'160.83'49.25'20.78'68.82'42.37'12.33'
10.85'34.07'34.07'35.10'35.10'35.10'35.10'35.10'35.10'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
N89°30'46"E 40.00'S00°29'14"E115.64'S75°40'15"E 145.30'
S79°15'30"E 142.62'
S84°47'30"E 142.50'
N89°40'30"E 142.50'
N89°30'46"E 142.50'
N89°30'46"E 142.50'
N89°30'46"E 142.50'N00°29'14"W49.03'49.09'N00°29'14"Wǻ=5°37'58" L=131.74'
CH=S85°10'03"E 131.69'
ǻ=3°35'15"L=20.98'CH=S12°32'07"W 20.97'
CB=N07°19'27"Eǻ=4°13'53"CD=35.26'L=35.26'
CB=S07°58'30"Wǻ=5°32'00"CD=32.34'L=32.35'
CB=S02°26'30"W
ǻ=5°32'00"
CD=32.34'
L=32.35'
CB=N02°26'30"E
ǻ=5°32'00"
CD=46.10'
L=46.11'
R=335.00' ǻ=0°09'44" L=0.95' CH=S00°24'22"E 0.95'
R=477.50' ǻ=0°09'44" L=1.35' CH=N00°24'22"W 1.35'
1 2
20'D.E.
&L.M.E.
25'D.E.
15'D.E.
15'D.E.
15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'
30'D.E.
20'D.E.
&L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
(COMMON AREA, D.E. & A.E.)
8,283 S.F. (0.19 Ac.)
TRACT "C-1"
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)
TRACT "L-4"
(LAKE & D.E.)
187,941 S.F. (4.31 Ac.)
(PRIVATE ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
681,032 S.F. (15.63 Ac.)
TRACT "R-1"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 52
LOT 53LOT 54LOT 55
LOT 56 LOT 57 LOT 58 LOT 59
LOT 180
LOT 181
LOT 182
LOT 183
LOT 184
LOT 185
LOT 186
LOT 187LOT278LOT279LOT280LOT281LOT282LOT283LOT284LOT285LOT286
LOT 287
LOT 288
LOT 289
LOT 290
LOT 291
LOT 292
LOT 293
LOT 294
LOT 295
LOT 296
LOT 297
LOT 298
LOT 299
LOT 300
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 306
LOT 307
LOT 308
LOT 309
LOT 310
LOT 311
LOT 312
LOT 313
LOT 314
LOT 315
LOT 316
LOT 317
LOT 318
LOT 319
LOT 320
LOT 321
LOT 322
LOT 323
LOT 324
LOT 325
LOT 326
LOT 327
LOT 328
LOT 329
LOT 330
LOT 331
LOT 332
LOT 333
LOT 334
LOT 335 LOT 336
LOT 337
LOT 338
LOT 339
LOT 340
LOT 341
LOT 342
LOT 343
LOT 344
LOT 345
LOT 346
LOT 347
LOT 348
LOT 349
LOT 350
LOT 351
LOT 352
LOT 353
LOT 354
LOT 355
LOT 356
LOT 357
LOT 358
LOT 359
LOT 360
LOT 361
LOT 362
LOT 363
LOT 364
LOT 365
LOT 366
LOT 367
LOT 368
LOT 369
LOT 370
LOT 371
LOT 372
LOT 373
LOT 374
LOT 375
LOT 376
LOT 377
LOT 378
LOT 379
LOT 380
LOT 381
LOT 382
LOT 383
LOT 384
LOT 385
LOT 386
LOT 387
LOT 388
LOT 389
LOT 390
LOT 391
LOT 392
LOT 393
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
7,296 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
4,803 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,548 S.F.
2,548 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
4,798 S.F.4,798 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,548 S.F.
2,548 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
4,803 S.F.
3,589 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,998 S.F.
2,998 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
3,589 S.F.
3,589 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
11,979 S.F.5,573S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.5,439S.F.8,060 S.F.
5,433 S.F.
5,591 S.F.
5,591 S.F.
5,019 S.F.
5,002 S.F.
5,002 S.F.
5,002 S.F.
9,819 S.F.
9,350 S.F.9,350 S.F.
10,091 S.F.
10,671 S.F.
9,235 S.F.9,651 S.F.
9,651 S.F.ǻ=6°43'32"L=2.93'CH=N06°04'37"E2.93'ǻ=81°16'49" L=35.47'
CH=N37°55'33"W 32.57'(ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
183,530 S.F. (4.21 Ac.)
TRACT "R-2"S00°29'14"E90.00'N89°30'46"E 227.50'
115.17'45.00'45.00'15'L.B.E.
10'L.B.E.
20'20'
S00°29'14"E 2.50'
15.58'20.00'20.00'20.00'20.00'20.00'20.00'15.58'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'35.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'24.09'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'24.03'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'24.03'75.58'75.58'35.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'24.09'20.00'75.58'75.58'
15'L.B.E.
15'L.B.E.
15'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.2'O.U.E.2'O.U.E.2'O.U.E.2'O.U.E.
2'O.U.E.
2'O.U.E.
2'O.U.E.
2'O.U.E.2'O.U.E.2'O.U.E.2'O .U .E.2'O.U.E.2'O.U.E.
2'O.U.E.
10'P.U.E.20'20'R=30.00' ǻ=78°33'35" L=41.13'
CH=S50°13'58"W 37.99'
2.40'
SHEET 6 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
SEE SHEET 3
MATCHLINEMATCHLINEMATCH LINE
MATCH LINE
SEE SHEET 9 SEESHEET10SHEET7SEE
Township 48 South, Range 27 EastSection 13NE 1/4
S89°18'45"W 5344.57'
1/4 Section Line
(1/4 SEC.COR.
TO 1/4 SEC.COR.)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)S
42°4
1'3
3"E
3
3
6.0
0'175.62'22.50'
22.50'780.51'780.51'604.89'N89°30'46"E 358.93'R=300.00'ǻ=47°47'41"
L=250.25'
CB=S66°35'24"E
C
D
=243.06'S47°18'27"WS
4
2°4
1'3
3"E
2
8
8.5
0'
R=277.50'ǻ=47°47'41"L=231.48'
CB=S66°35'24"E
C
D
=224.83'
S
4
2°4
1'3
3"E
R=322.50'ǻ=47°47'41"
L=269.02'
CB=S66°35'24"E
C
D
=261.29'
N89°30'46"E
N89°30'46"E 358.93'
358.93'
R
=
25.0
0'
ǻ
=
90°0
0'0
0"
L
=
3
9.27'
C
H
=
S
0
2°1
8'2
7"
W
35.3
6'
R
=
25.0
0'
ǻ
=
9
0°00'0
0"
L
=
3
9.2
7'
C
H
=
S
8
7°4
1'3
3"E
3
5.36'511.15'S89°30'46"W 522.08'
N
4
2°4
1'3
3"
W
1
3
9.2
0'
R
=
3
0.00'
ǻ
=
10
0°3
8'1
8"
L
=
5
2.6
9'
C
B
=
S
8
6°5
9'1
8"
W
C
D
=
4
6.1
8'
R=135.00'
ǻ=37°10'18" L=87.58'
CB=S18°05'00"W
CD=86.06'S00°30'08"E294.29'R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
N89°33'07"E 1003.50'
R=30.00'ǻ=90°02'21" L=47.14'
CB=S44°31'56"W
CD=42.44'N00°29'14"W92.85'R=30.00'
ǻ=90°00'00" L=47.12'
CB=N45°29'14"W
CD=42.43'
R=30.00'
ǻ=79°14'43" L=41.49'
CB=S86°55'49"W
CD=38.26'S47°18'27"233.25'R=30.00'
ǻ=90°00'00" L=47.12'
CB=S02°18'27"W
CD=42.43'
S
4
2°4
1'3
3"E
R=135.00'
ǻ=47°47'41" L=112.61'
CB=S66°35'24"E
CD=109.38'
R=465.00'
ǻ=47°47'41"
L=387.89'
CB=N66°35'24"W
C
D=376.74'
N89°30'46"E 694.58'
1
4
1.0
0'
R=1015.00'
ǻ=37°02'25"
L=656.17'
B=N71°58'02"W
CD=644.80'N00°30'08"W1029.35'N47°18'27"E598.36'R=465.00'ǻ=47°48'35"L=388.01'CB=N23°24'09"ECD=376.85'S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'N47°18'27"E142.50'N47°18'27"E142.50'N43°09'00"E142.50'N32°50'00"E142.50'N22°31'00"E142.50'N12°12'00"E142.50'N01°53'00"E142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S15°22'00"W142.50'S38°08'00"W142.50'S47°18'27"W142.50'S47°18'27"W142.50'S47°18'27"W155.09'N
4
2°4
1'3
3"
W
1
4
5.4
5'
N
4
2°4
1'3
3"
W
1
4
8.0
7'N
4
2°4
1'3
3"
W
1
4
2.50'N
4
2°4
1'3
3"
W
1
4
2.50'62.20'62.20'62.20'62.20'62.20'62.20'6
2.7
0'
3
3.8
4'
6
5.2
0'
6
5.2
0'
4
0.1
5'
4
0.1
5'
47.93'
47.93'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
18.93'
18.93'
4
0.1
5'
4
0.1
5'
6
5.2
0'
6
5.2
0'
6
2.7
0'
3
5.6
5'2.62'67.89'1
2
0.4
5'92.89'62.20'62.20'1
4
5.4
5'62.20'44.79'65.20'65.20'L=38.82'
ǻ=74°08'12"
CB=N79°45'39"W
CD=36.17'
2
8
8.5
0'L=28.55'ǻ=54°31'50"CB=S15°25'38"ECD=27.49'L
=
1
8.5
7'
ǻ
=
3
5°28'10"
C
B
=
S
2
9°3
4'2
2"
W
C
D
=
1
8.28'
CD=53.29'
CB=S63°15'00"E
ǻ=22°46'00"
L=53.64'
CD=37.24'
CB=S82°33'37"E
ǻ=15°51'14"
L=37.36'
CD=21.59'
CB=S47°16'47"E
ǻ=9°10'27"
L=21.62'
CD=44.39'
CB=S47°16'47"E
ǻ=9°10'27"
L=44.43'
CD=109.54'
CB=S63°15'00"E
ǻ=22°46'00"
L=110.27'
CD=76.54'
CB=S82°33'37"Eǻ=15°51'14"L=76.79'
CD=83.61'
CB=N52°00'30"W
ǻ=10°19'00"
L=83.73'
CD=33.73'
CB=N44°46'17"W
ǻ=4°09'27"
L=33.74'
CD=83.61'
CB=N62°19'30"W
ǻ=10°19'00"
L=83.73'
CD=83.61'
CB=N72°38'30"W
ǻ=10°19'00"
L=83.73'
CD=83.61'
CB=N82°57'30"W
ǻ=10°19'00"
L=83.73'
CD=19.24'
CB=N89°18'07"W
ǻ=2°22'14"
L=19.24'
CD=57.99'
CB=S72°38'30"Eǻ=10°19'00"L=58.07'
CD=57.99'
CB=S82°57'30"E
ǻ=10°19'00"
L=58.07'
CD=13.34'
CB=S89°18'07"E
ǻ=2°22'14"
L=13.34'CD=57.99'CB=S62°19'30"Eǻ=10°19'00"L=58.07'CD=57.99'
CB=S52°00'30"E
ǻ=10°19'00"
L=58.07'
CD=23.40'
CB=S44°46'17"E
ǻ=4°09'27"
L=23.40'
20'D.E.
&L.M.E.
20'D.E.&L.M.E.
2
0'
D.E.
&
L.
M
.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.2
0'
D.E.
&
L.
M
.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.7.5'
7.5'15'D.E.1
5'
D.E.
1
0'
D.E.
1
0'
D.E.
7.5'
7.5'
5'
5'15'D.E.7.5'7.5'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P.U.E.22.5'22.5'22.5'22.5'2
2.5'
2
2.5'StreetFallglo
Stre
et
Orchard(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)22.50'22.50'ǻ=26°30'06" L=13.88'
CH=S49°55'12"W 13.75'
S47°32'00"E142.50'N00°29'14"W142.50'N00°29'14"W187.50'364.65'
163.16'
29.00'
2
2.5'
2
2.5'
R=300.00'ǻ=4°50'27" L=25.35'
CH=N44°53'13"E 25.34'N47°18'27"ER=277.50' ǻ=4°50'27" L=23.45'
CH=N44°53'13"E 23.44'R=322.50'ǻ=4°50'27"L=27.25'CH=S44°53'13"W27.24'S47°18'27"W734.27'128.12'189.97'
ǻ=4°21'27" L=24.53'
CH=S44°38'43"W 24.52'
S
4
3°1
0'33"E
14
2.5
0'ǻ=47°19'35"L=384.09'CB=N23°09'39"ECD=373.26'52.01'1
2
0.4
5'101.10'63.20'144.97'62.32'62.20'62.20'62.32'76.10'CD=2.72'CB=S47°03'57"Wǻ=0°29'00"L=2.72'CD=3.92'CB=N47°03'57"Eǻ=0°29'00"L=3.92'S47°18'27"W164.30'S
4
2°4
1'3
3"E
1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
N
4
2°4
1'3
3"
W
1
4
5.45'
5'
5'7.5'D.E.7.5'D.E.(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
TRACT "L-4"
(LAKE & D.E.)
187,941 S.F. (4.31 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
LOT 70
LOT 71
LOT 72
LOT 73
LOT 74
LOT 75
LOT 76
LOT 77
LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83
LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90
LOT 91
LOT 92
LOT 93
LOT 94
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 103
8,864 S.F.
8,864 S.F.
8,864 S.F.
8,864 S.F.
9,355 S.F.
10,080 S.F.
14,571 S.F.
9,100 S.F.
9,291 S.F.
9,793 S.F.
10,103 S.F.
10,103 S.F.
10,103 S.F.
10,103 S.F.9,151 S.F.8,864 S.F.8,863 S.F.8,864 S.F.8,863 S.F.8,863 S.F.
8,864 S.F.8,863 S.F.8,864 S.F.8,864 S.F.8,864 S.F.10,830 S.F.
11,678 S.F.
10,428 S.F.
9,291 S.F.
9,060 S.F.
13,377 S.F.
9,047 S.F.
8,895 S.F.
9,291 S.F.
LOT 58 LOT 59 LOT 60
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65 LOT 68
LOT 69
LOT 105
LOT 106
LOT 104
SHEET 7 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
SHEET8SHEET10MATCHLINESEES E E S H E E T 1 1
MATCH
LINESEESHEET6 SEE SHEET 4
MATCH LINE SEE SHEET 4
MATCHLINESEEMATCHLINESEESHEET10
80'(P)S00°30'08"E1881.63'NE 1/4
Township 48South, Range27 East
Section 13
RightofWayLineWestLineofGoldenGateEstates,Unit64NorthGoldenGateCanal(PERNORTHGOLDENGATEUNITS4THRU7,VACATEDO.R.1212,PG.427C.C.R.)(80'WIDER.O.W.)"GoldenGateEstates,UnitNo.64"(P.B.7,PG.64,C.C.R.)act6Tract7(70'DRAINAGEEASEMENT(P)N00°30'08"W5293.82'(ALONGR/WSEC.LINETOSEC.LINE)S00°34'56"E2641.86'(SEC.COR.TO1/4SEC.COR.)940.82' (P.R.M. TO P.R.M.)940.82'(P.R.M.TOP.R.M.)N00°30'08"W22.50'22.50'
22.50'22.50'588.24'846.59'S00°30'08"E799.09'N00°30'08"WN00°30'08"WS00°30'08"E540.74'799.14'540.74'1694.13'S89°29'52"W 142.50'
S89°29'52"W 330.00'S00°30'08"E1147.29'N00°30'08"WN00°30'08"WS00°30'08"E1455.31'N00°30'08"W1029.35'838.44'R=465.00'ǻ=47°48'35"L=388.01'CB=N23°24'09"ECD=376.85'S00°30'08"E1147.29'1147.34'753.74'495.45'753.79'1147.34'(TRACT"F-1")N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'55.20'55.20'55.20'55.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.15'D.E.15'D.E.7.5'7.5'15'L.B.E.
15'L.B.E.
10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.
22.5'22.5'
22.5'22.5'ClementineStreetHamlinStreetN89°29'52"E 142.50'55.20'55.20'52.20'52.20'7.5'7.5'20'D.E.&L.M.E.
20'D.E.&L.M.E.
20'D.E.&L.M.E.
20'D.E.&L.M.E.S00°30'08"Eǻ=47°19'35"L=384.09'CB=N23°09'39"ECD=373.26'52.20'S89°29'52"W 187.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'N89°29'52"E 142.50'52.20'142.50'52.20'52.20'142.50'52.20'142.50'52.20'52.20'N89°29'52"E 142.50'
20'D.E.&L.M.E.
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 143
LOT 144
LOT 145
LOT 146
LOT 147
LOT 148
LOT 149
LOT 150
LOT 151
LOT 162
LOT 163
LOT 164
LOT 165
LOT 166
LOT 167 LOT 168
LOT 169
LOT 170
LOT 171
LOT 172
LOT 173 (PUBLICPERPLAT)7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,866 S.F.
7,866 S.F.
7,439 S.F.
7,866 S.F.
7,866 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
LOT 130 LOT 152
LOT 161 LOT 174
SHEET 8 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:22 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
M A T C H L I N E SEE SHEET 11MATCHLINESHEET7SEESEE SHEET 4 SEE SHEET 5
N=714637.08(Y)E=468267.30(X)S00°20'38"E5325.87'R=1320.00' ǻ=61°51'42" L=1425.19'
CH=N32°54'25"W 1356.97'
N01°58'34"W 46.27'
R=1320.00' ǻ=11°18'06" L=260.37'
CH=N03°40'29"E 259.95'N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13SW 1/4 SE 1/4
1/4SectionLine
UNPLATTEDTO1/4SEC.COR.)(1/4SEC.COR.974.29'(P.R.M.TOP.R.M.)1217.85'(P.R.M.TOP.R.M.)CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)N00°29'14"W1540.49'N00°29'14"W1552.16'30'30'
S89°30'46"W45.00'564.58'
(TOTAL)
ǻ=9°55'38"L=224.37'CB=N85°31'26"W CD=224.09'
ǻ=43°57'45"
L=993.64'
R=1295.00'
ǻ=62°34'41"
L=1414.39'
(T
O
T
AL)
R=1340.0 ǻ=7°55'58"L=185.53'CB=S86°31'15"E CD=185.38'
R=1340.00'
ǻ=40°01'24"
R=25.00'ǻ=88°00'21"L=38.40'CB=N53°26'34"ECD=34.73'
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'45'45'45'Wellington
arStreet
Street
Wellington
Hawthorn
Road
10'L.B.E.10'L.B.E.TamarronVine LaneAvenueN09°26'23"E363.18'N89°30'46"E N35°07'00"EN89°30'46"E
R =2 0 0 .0 0 'ǻ =5 4 °2 3 '4 6 "L =1 8 9 .8 8 'CB=2°18'53"ECD=182.83'265.02'140.40'
R=1075.00'
ǻ=74°27'28"
L=1397.00'
CB=S53°15'30"E
C
D
=1300.75'22.50'22.50'ǻ=9°55'38" L=186.25'
CH=N85°31'26"W 186.02'22.50'47.50'220.00'112.33'152.00'185.08'
R=1075.00'
ǻ=18°05'
=339.34'
C
B
=
S
45°50'25"E
C
D
=
3
3
7.9
3'
ǻ=25°40'37"
L=481.76'
CB=S67°43'18"E
CD=477.74'
159.58'
2 2 .5 '2 2 .5 '22.5'
22.5'45'45'22.5'22.5'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
N89°30'46"E 140.40'
S89°30'46"W 216.42'N09°26'23"E102.58'R=25.00'ǻ=92°13'20"L=40.24'
CH=N55°33'03"E 36.03'
N89°30'46"E 134.58'
S89°30'46"W S09°26'23"WR=25.00'ǻ=92°13'20"L=40.24'CH=S36°40'17"E 36.03'N89°30'46"E 337.08'
107.00'
R=1250.00'ǻ=7°42'17"L=168.09'
CB=S86°38'06"E
CD=167.97'102.58'159.58'
R=25.00'
L=39.27'
ǻ=90°00'00"
CB=N44°30'46"E
CD=35.36'
CD=597.05'
CB=S74°00'37"E
L=605.36'
ǻ=32°57'16"
R=1052.50'
CD=844.00'
CB=S58°36'27"E
L=860.91'
ǻ=39°27'41"
R=1250.00'
C
D
=
732.00'
CB=N58°39'16"W
L=746.30'
ǻ=38°57'39"
R=1097.50'216.42'S35°07'00"WN35°07'00"E11
12
R=1052.50'
ǻ
=
3
6°1
2'1
5"
L
=
6
6
5.0
5'
140.40'
13
14
155.62'
ǻ=20°57'29" L=10.97'
CH=N09°59'30"E 10.91'
103.91'
179.90'S00°29'14"E187.50'R=30.00' ǻ=90°00'00" L=47.12'
CH=N45°29'14"W 42.43'N00°29'14"W109.91'S69°31'45"E 16.67'S00°29'14"E155.90'R=30.00'ǻ=102°48'09"L=53.83'CH=N86°31'04"E46.89'S89°30'46"W 296.02'
R=35.00' ǻ=54°23'46" L=33.23'
CH=S62°18'53"W 31.99'
R=30.00' ǻ=102°48'09" L=53.83'
CH=S16°17'04"E 46.89'
R=30.00' ǻ=90°50'28" L=47.56'
CH=N44°56'00"E 42.74'S00°29'14"E217.50'S35°07'00"W48.14'CD=346.65'
CB=S78°39'57"E
L=348.78'
ǻ=21°57'37"
R=910.00'48.14'N35°07'00"ER
=
9
1
0.0
0'
8 9
10
27.58'44.00'44.00'
CD=26.46'
CB=N46°38'06"E
ǻ=52°19'42"
L=27.40'
34.31'34.60'13.54'35.10'35.10'35.10'35.10'
27.58'44.00'44.00'44.00'
44.00'
34.00'128.18'53.06'35.10'39.60'CD=72.77'CB=S46°56'45"Wǻ=23°39'30"L=73.29'13.54'
C D =9 4 .0 9 'C B =S 7 4 °0 8 '3 8 "W
ǻ =3 0 °4 4 '1 6 "
L =9 5 .2 2 '35.10'35.10'35.10'35.10'
12.19'39.60'36.10'128.53'50.60'
30.99'
12.19'35.95'34.24'37.28'1.94'S23°52'15"W128.91'S26°01'00"W142.83'N54°53'00"W
142.92'S28°09'45"W147.62'S30°18'30"W151.10'CB=S83°33'28"Eǻ=1°33'03"CD=33.83'L=33.83'CB=S85°15'00"Eǻ=1°50'00"CD=40.00'L=40.00'CB=S87°05'00"Eǻ=1°50'00"CD=40.00'L=40.00'CB=S88°58'52"Eǻ=1°57'30"CD=42.90'L=42.91'CB=N89°45'52"Eǻ=0°28'29"CD=11.36'L=11.36'N00°06'00"ECB=N85°15'00"Wǻ=1°50'00"CD=35.12'L=35.12'CB=N87°05'00"Wǻ=1°50'00"CD=35.12'L=35.12'CB=S89°48'23"Wǻ=0°35'14"CD=11.25'L=11.25'CB=N83°39'34"Wǻ=1°20'52"CD=25.82'L=25.82'ǻ=1°54'00"L=36.39'CB=N88°57'00"WCD=36.39'CB=S72°21'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S74°08'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S75°56'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S77°35'23"Eǻ=1°29'47"CD=32.64'L=32.65'CB=S63°09'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S68°42'30"Eǻ=1°54'00"CD=41.45'L=41.45'CB=S70°33'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=N72°21'08"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N74°08'53"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N75°56'38"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N77°29'18"Wǻ=1°17'36"CD=24.77'L=24.77'CB=N68°42'30"Wǻ=1°54'00"CD=36.39'L=36.39'CB=N70°33'23"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N63°09'52"Wǻ=1°47'45"CD=34.40'L=34.40'N22°14'30"Eǻ=1°54'00"L=41.45'CB=S66°48'30"ECD=41.45'ǻ=1°54'00"L=36.39'CB=N66°48'30"WCD=36.39'ǻ=1°47'45"L=34.40'CB=N64°57'37"WCD=34.40'ǻ=1°47'45"L=39.18'CB=S64°57'37"ECD=39.18'CB=N89°38'53"Eǻ=0°16'14"CD=4.97'L=4.97'CB=S89°05'00"Eǻ=2°16'00"CD=41.64'L=41.64'CB=N84°36'37"Wǻ=2°08'45"CD=39.42'L=39.42'CB=N82°27'53"Wǻ=2°08'45"CD=39.42'L=39.42'CB=N80°19'07"Wǻ=2°08'45"CD=39.42'L=39.42'CB=S78°10'22"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S76°01'37"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S73°52'53"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S71°40'30"Eǻ=2°16'00"CD=41.64'L=41.64'CB=S67°12'07"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S65°03'23"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S62°54'38"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S58°36'44"Eǻ=2°09'31"CD=39.65'L=39.65'CB=S60°45'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S51°34'02"Eǻ=1°19'59"CD=24.49'L=24.49'CB=S49°35'09"Eǻ=2°37'48"CD=48.31'L=48.31'CB=S47°11'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S45°03'07"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S42°54'22"Eǻ=2°08'45"CD=39.42'L=39.42'CB=N40°45'37"Wǻ=2°08'45"CD=39.42'L=39.42'CB=S38°36'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S88°47'53"Eǻ=1°41'46"CD=26.94'L=26.94'CB=S84°36'38"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S82°27'52"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S80°19'08"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S78°10'23"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S76°01'38"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S73°52'52"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S71°40'30"Eǻ=2°16'00"CD=36.00'L=36.00'CB=S41°57'26"Eǻ=0°14'51"CD=3.93'L=3.93'CB=S40°45'37"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S38°36'52"Eǻ=2°08'45"CD=34.08'L=34.08'ǻ=17°33'17" L=9.19' CH=N81°34'36"E 9.16'
30.67'S02°03'00"Wǻ=2°16'00"L=41.64'CB=S86°49'00"ECD=41.64'ǻ=2°16'00"L=36.00'CB=S86°49'00"ECD=36.00'ǻ=2°16'00"L=41.64'CB=S69°24'30"ECD=41.64'ǻ=2°16'00"L=36.00'CB=S69°24'30"ECD=36.00'S87°00'34"W34.98'ǻ=28°30'48"L=14.93'
CH=S11°15'58"W
14.78'
S54°53'00"E
121.37'ǻ=34°34'35"L=18.10'CH=S20°16'44"E17.83'S52°25'59"W20.00'ǻ=30°07'08" L=15.77'
CH=S52°37'35"E 15.59'
ǻ=0°35'21" L=9.36'
CH=S67°58'49"E 9.36'
S54°53'00"E
115.83'
ǻ=6°58'48"L=3.65'CH=N38°36'24"E3.65'
S54°53'00"E
142.72'
S19°50'23"E
39.22'ǻ=28°03'48"L=14.69'CH=N56°07'43"E14.55'ǻ=67°45'32"L=35.48'CH=S75°57'37"E33.45'S35°07'00"W152.09'S41°43'45"W148.62'S43°52'30"W144.04'S46°01'15"W159.92'N54°53'00"W
ǻ
=
3
0
°
4
4
'
1
6
"
L
=
1
8
.
7
8'CH=
S
7
4
°
0
8
'
3
8
"W1
8
.
5
5
'
ǻ=23°39'30"L=14.45'
CB=S46°56'45"W
CD=14.35'N00°29'14"WN00°29'14"WN00°29'14"WN00°29'14"W30'D.E.30'D.E.30'D.E.5'5 '10'D.E.20'D.E.&L.A.E.
10'
S54°53'00"E
10'
20'D.E.&L.A.E.
10'
10'5'5'10'D.E.15'D.E.S19°27'30"W7.5'7.5'15'D.E.
7.5'
7.5'30'D.E.15'D.E.
7.5'7.5'15'D.E.
7.5'
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E10'P.U.E.10'P.U.E.
10'P.U.E.
15'L.B.E.
15'L.B.E.10'P.U.E.(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-5"
(LAKE & D.E.)
54,503 S.F. (1.25 Ac.)
(PRIVATE ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
681,032 S.F. (15.63 Ac.)
TRACT "R-1"LOT188LOT189LOT190LOT191LOT192LOT193LOT194LOT195LOT196LOT197LOT198LOT199LOT200LOT201LOT202LOT203LOT204LOT235LOT236LOT237LOT238LOT239LOT240LOT241LOT242
LOT243LOT254LOT255LOT256LOT257LOT258LOT259LOT260
LOT261 LOT262LOT263LOT264LOT265LOT266LOT267LOT268LOT269LOT270LOT271LOT272LOT273LOT274LOT275LOT276LOT277N05°40'00"E152.50'N03°50'00"E152.50'N02°00'00"E152.50'N00°29'14"W152.50'N00°29'14"W152.50'N20°20'30"E152.50'N18°32'45"E152.50'N16°45'00"E152.50'N14°57'15"E152.50'N13°09'30"E152.50'N00°29'14"W152.50'N27°44'00"E152.50'N25°56'15"E152.50'N24°08'30"E152.50'152.50'152.50'152.50'142.50'S04°19'00"W142.50'S06°27'45"W142.50'S10°45'15"W142.50'S12°54'00"W142.50'S15°02'45"W142.50'S17°11'30"W142.50'S21°43'30"W142.50'N3
1
°
1
3
'
3
0
"W1
4
2
.
5
0'S48°10'00"W142.50'S50°18'45"W 142.50'S52°27'30"W 142.50'142.50'142.50'142.50'142.50'142.50'142.50'142.50'142.50'S08°36'30"W142.50'S00°13'00"E143.85'ǻ=9°35'39"L=5.02'CH=S30°19'11"W
5.02'5,432S.F.5,536S.F.5,532S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,532S.F.5,532S.F.5,210S.F.5,665S.F.5,333S.F.5,473S.F.8,933S.F.4,880S.F.
5,644S.F.8,181S.F.8 ,1 2 3 S .F .5,002S.F.5,002S.F.5,002S.F.5,002S.F.5,643S.F.
4,935S.F.7,618S.F.5,954S.F.5,371S.F.5,563S.F.5,413S.F.5,237S.F.5,237S.F.5,610S.F.5,610S.F.5,936S.F.5,936S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.7,918S.F.8,088S.F.5,727S.F.5,727S.F.5,936S.F.6,041S.F.6,710S.F.6,710S.F.6,710S.F.(ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
183,530 S.F. (4.21 Ac.)
TRACT "R-2"S00°29'14"E90.00'N89°30'46"E 227.50'
7.5'
115.17'45.00'45.00'0'P.U.E.10'P.U.E.1370.89'(C/LTOP.R.M.)R=500.00'ǻ=6°31'05"L=56.88'CH=N02°46'18"E56.85'N06°01'50"E194.64'N00°29'14"W898.48'87'22'
22'R=478.00'ǻ=6°31'05"L=54.38'CH=S02°46'18"W54.35'S06°01'50"W7.39'R=25.00' ǻ=61°08'03" L=26.67'
CH=S36°35'52"W 25.43'
R=91.00' ǻ=56°12'43" L=89.28'
CH=S39°03'32"W 85.74'
R=30.00' ǻ=78°33'35" L=41.13'
CH=S50°13'58"W 37.99'
2.40'N83°58'10"W9.00'S06°01'50"W 34.33'S00°29'14"E694.35'1415.89'(TRACT"R-2")TEMPORARY
CONSTRUCTION EASEMENT
(O.R.4322,PG.2787,C.C.R.)
DRAINAGE EASEMENT
(O.R.4322,PG.2787,C.C.R.)
(O.R.4373,PG.3774,C.C.R.)
15'L.B.E.
R10'LOT205LOT206LOT207LOT208LOT209LOT210LOT278LOT279LOT280LOT281LOT282LOT283LOT284LOT 286
LOT211LOT212LOT213LO T218LOT244
LOT234Street11
COURSE INFORMATION
12
13
14
8
9
10
R=25.00' ǻ=92°38'59" L=40.43' CH=N81°26'29"E 36.16'
R=25.00' ǻ=92°38'59" L=40.43' CH=S11°12'29"E 36.16'
R=177.50' ǻ=54°23'46" L=168.52' CH=S62°18'53"W 162.26'
R=222.50' ǻ=54°23'46" L=211.24' CH=N62°18'53"E 203.39'
R=1097.50' ǻ=7°30'07" L=143.70' CH=N86°44'11"W 143.59'
R=25.00' ǻ=87°34'29" L=38.21' CH=S53°13'38"W 34.60'
R=25.00' ǻ=87°34'29" L=38.21' CH=N34°20'51"W 34.60'LOT214LOT215LOT216LOT217L
O
T
245
L
O
T
2
4
6
L
OT
2
4
7LO
T248LOT249LOT250LOT251LOT252LOT253LOT 393 LOT 187
(OPEN SPACE, D.E.)
52,906 S.F. (1.21 Ac.)
TRACT "O-1"
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)LOT285SHEET 9 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:24 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE SEE SHEET 6
MATCHLINE
MATCHLINESEE SHEET 12
S
E
E
S
H
E
E
T
10
SEESHEET13MATCH LINE
SE 1/4
S 89°18'45"W 5344.57'S00°20'38"E5325.87'LAKEM AINTENANCE&DRAINAGEEASEM ENT(O .R.3989,PG.4175,C.C.R.)R=30.00'ǻ=1°21'07"L=0.71'CH=S31°57'40"E0.71'N53°31'52"E502.58'S54°22'32"W
184.36'R=617.50'L=159.20'
ǻ=14°46'18"
CB=S46°08'43"W
CD=158.76'S53°31'52"W 339.44'Township 48 South,Range 27 East
Section 13
SW 1/4
Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)N=714677.07(Y)E=470426.79(X)(1/4 SEC.COR.
TO 1/4 SEC.COR.)
1/4 Section Line(1/4SEC.COR.TO1/4SEC.COR.)2
0'LAKEM AINTENANCE&DRAINAGEEASEM ENT(O.R.3989,PG.4175,C.C.R.)E7
1
5
'
L
.
B
.
E
.
TRACT "L-4"
S
3
7
°
4
8'4
0"
E
3
4
2.4
9'N54°22'32"EN47°18'27"E660.44'220.27'220.04'604.89'ǻ=4°52'54"L=72.42'CH=S40°15'06"E72.40'ǻ=43°57'45"
L=993.64'
CB=N58°34'44"W
CD=969.45'
ǻ=62°34'41"
L=1414.39'
CB=N59°11'54"W
CD=1345.13'=500.00'(TOTAL)(T
O
T
AL)
R=850.00'
ǻ=52°40'35"
L=781.47'
C
B=S64°08'57"E
C
D
=
754.24'
(TOTAL)
(T
O
T
A
L)
ǻ=47°47'41"
L=709.05'
CB=S66°35'24"E
C
D=688.67'N47°18'27"ES54°22'32"W 810.76'N54°22'32"ES
3
7
°
4
8'4
0"
E
S
3
7
°
4
8'4
0"
E
2
9
3.1
4'
R=872.50'
ǻ=44°45'40"
L=681.62'
CB=N68°06'25"W
C
D=664.42'
R=827.50'
ǻ=52°40'35"
L=760.78'
CB=S64°08'57"E
C
D
=
7
3
4.2
7'N09°26'23"ER=1340.00'
ǻ=40°01'24"
L=936.04'
CB=N58°33'16"W
C
D
=917.12'S54°22'32"W
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'
2
9
6.7
7'
R
=
2
5.0
0'
ǻ
=
8
7
°
4
8'4
8"
L
=
3
8.3
2'
C
H
=
S
8
1
°
4
3'0
4"
E
3
4.6
7'
R
=
2
5.0
0'
ǻ
=
9
2
°
1
1'1
2"
L
=
4
0.2
2'
C
H
=
S
0
8
°
1
6'5
6"W3
6.0
2'R=25.00'ǻ=86°57'58"L=37.95'CH=N89°12'34"W34.41'R=25.00'ǻ=86°57'58"L=37.95'CH=S03°49'28"W34.41'R=872.50'ǻ=1°50'52"L=28.14'CH=S38°44'06"E28.14'S47°18'27"W511.15'R=522.50'614.72'102.51'R
=
2
5.0
0'
ǻ
=
8
7
°
0
4'5
3"
L
=
3
8.0
0'
C
B
=
N
8
2
°
0
5'0
1"WC
D
=
3
4.4
4'178.06'S
3
7
°
4
8'4
0"
E
N89°30'46"E
N47°18'27"ER=30.00'ǻ=85°07'06"L=44.57'CB=N04°44'54"ECD=40.58'R=30.00'ǻ=87°48'48"L=45.98'CB=N81°43'04"W
CD=41.61'S54°22'32"W 472.74'R=665.00'
ǻ=22°14'35" L=258.16'
CB=S65°29'50"W
CD=256.54'
R=30.00'
ǻ=79°14'43" L=41.49'
CB=S86°55'49"W
CD=38.26'S47°18'27"W233.25'R=1015.00'
ǻ=37°02'25"
L=656.17'
CB=N71°58'02"W
CD=644.80'
4
8.3
3'
N
3
7
°
4
8'4
0"W598.36'85.92'
R=690.00'
ǻ=52°40'35"
L=634.37'
CB=S64°08'57"E
C
D
=
612.26'
3
1
2.1
1'
ǻ
=
6
5
°
3
1'0
0"
L
=
2
8.5
9'
C
H
=
N
7
1
°
1
8'0
4"W2
7.0
5'
N
3
3
°
2
6'1
5
"W1
4
2
.
5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'N52°11'20"E186.44'N52°11'20"E147.25'N52°11'20"E142.67'N52°11'20"E136.07'N
4
2°4
1'3
3"
W
1
3
2.70'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
N
4
2°4
1'3
3"
W
1
4
2.50'N
4
2°4
1'3
3"
W
1
4
2.5
0'N
4
2°4
1'3
3"
W
1
4
2.7
9'
N
4
2°4
1'3
3"
W
1
6
2.8
4'N32°12'00"E142.50'N28°13'00"E142.50'N24°14'00"E142.50'N20°15'00"E142.50'N16°16'00"E142.50'15°29'00"W137.50'S20°32'00"W137.50'S25°35'00"W137.50'S30°38'00"W137.50'S41°14'00"W137.50'S46°17'00"W137.50'S51°20'00"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'34.71'34.71'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.70'52.70'6
3.5
7'158.90'9
4.6
9'
6
2.2
0'
4
7.8
1'16.93'6
7.7
0'
6
7.7
0'
3
3.9
1'105.64'3
5.5
9'
9
8.7
9'62.70'32.43'65.20'65.20'65.20'65.20'62.20'62.20'62.20'62.20'65.20'65.20'62.20'58.06'62.20'ǻ
=
0°1
0'1
0"
L
=
3.0
0'
C
H
=
N
5
3°3
1'55"
W
3.0
0'36.98'64.06'105.52'5
1.6
5'
5
1.6
5'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
5
4.8
9'
7
3.8
6'52.20'52.20'52.20'52.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'L
=
1
9.9
4'
ǻ
=
2
°
1
1'1
3
"
C
B
=
N
5
5
°
2
8'0
9
"
E
C
D
=
1
9.9
4'
CD=25.38'
CB=S55°28'09"W
ǻ=2°11'13"
L=25.38'ǻ=55°07'26"L=28.86'CH=S81°56'16"W 27.76'ǻ=32°41'22"L=17.12'CH=N54°09'20"W 16.88'CD=3.17'CB=N34°46'51"W
ǻ=6°03'37"L=3.17'CD=21.41'
CB=N10°50'49"W
ǻ=41°48'27"
L=21.89'
N79°56'35"W
20.00'
C
D
=
1
9.16'
C
B
=
N
2
8°4
0'5
6"E
ǻ
=
3
7°15'02"
L
=
1
9.5
0'
L=4.16'ǻ=7°56'21"
CB=S51°16'37"W
CD=4.15'
L
=
3
7.3
4'
ǻ
=
7
1°18'22"
C
B
=
N
8
9°0
6'0
1"
W
C
D
=
3
4.97'
CD=70.55'
CB=N59°47'30"Wǻ=3°59'00"
L=70.57'
CD=74.09'
CB=N55°42'30"W
ǻ=4°11'00"
L=74.11'
CD=70.55'
CB=N63°46'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N67°45'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N71°44'30"W
ǻ=3°59'00"
L=70.57'
CD=74.09'
CB=N75°49'30"W
ǻ=4°11'00"
L=74.11'
CD=120.06'
CB=N49°40'17"W
ǻ=7°53'25"
L=120.15'
CD=63.69'
CB=N55°42'30"W
ǻ=4°11'00"
L=63.70'
CD=60.65'
CB=N59°47'30"W
ǻ=3°59'00"
L=60.66'
CD=60.65'
CB=N63°46'30"W
ǻ=3°59'00"
L=60.66'CD=60.65'CB=N67°45'30"Wǻ=3°59'00"L=60.66'CD=60.65'
CB=N71°44'30"W
ǻ=3°59'00"
L=60.66'
CD=63.69'
CB=N75°49'30"W
ǻ=4°11'00"
L=63.70'
C
D
=
1
2.3
6'
C
B
=
S
3
8
°
1
4'2
0"
E
ǻ
=
0
°
5
1'2
0"
L
=
1
2.3
6'
CD=72.91'
CB=S41°11'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S46°14'30"E
ǻ=5°03'00"
L=72.94'
CD=76.52'
CB=S51°25'00"E
ǻ=5°18'00"
L=76.55'
CD=76.52'
CB=S56°43'00"E
ǻ=5°18'00"
L=76.55'
CD=72.91'
CB=S61°53'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S66°56'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S71°59'30"E
ǻ=5°03'00"
L=72.94'
CD=10.30'
CB=S38°14'20"E
ǻ=0°51'20"
L=10.30'
CD=60.80'
CB=S46°14'30"E
ǻ=5°03'00"
L=60.82'
CD=60.80'
CB=S41°11'30"E
ǻ=5°03'00"
L=60.82'
CD=60.80'
CB=S61°53'30"E
ǻ=5°03'00"
L=60.82'
CD=63.80'
CB=S56°43'00"E
ǻ=5°18'00"
L=63.83'CD=63.80'CB=S51°25'00"Eǻ=5°18'00"L=63.83'CD=60.80'
CB=S71°59'30"E
ǻ=5°03'00"
L=60.82'CD=60.80'
CB=S66°56'30"E
ǻ=5°03'00"
L=60.82'
2
0'
D
.
E
.
&
L.M.
E
.
2
0'
D
.
E
.
&
L.M.
E
.
.E.
L.
M
.E.
2
0'
D.E.
&
L.
M
.E.20'D.E.&L.M.E.2
0'
D.E.
&
L.
M
.E.15'D.E.7.5'7.5'15'D.E.N12°05'00"E142.50'7.'
7.5'10'D.E.S35°56'00"W137.50'S36°23'00"W142.50'15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'10'D.E.10'D.E.10'D.E.ǻ=21°33'53"L=9.41'CH=S65°09'29"W 9.35'15'D.E.10'D.E.2
0'
D
.
E
.
&
L.
A
.
E
.7.5'7.5'5'5'1
0'
1
0'15'D.E.15'D.E.15'D.E.5'10'7.5'7.5'7.5'7.5'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.10'P.U.E.10'P.U.E.1
0'
P.U.E.
1
0'
P.U.E.10'P.U.E.1
0'
P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.22.5'22.5'22.5'22.5'45'45'45'45''
2
2.5'22.5'22.5'22.5'22.5'2
2.5'
2
2.5'
2
2
.5'
2
2
.5'ParsonOrchardL
a
n
e
Wellington
Street
Hawthorn
Road
Tangerine StreetStreet10'L.B.E.10'L.B.E.1
0'
D
.
E
.
C
D
=
5
3.5
0'
C
B
=
S
4
1
°
4
3'0
9
"Wǻ
=
4
°
5
7'5
6
"
L
=
5
3.5
2'
C
D
=
5.1
4'
C
B
=
S
3
8
°
5
9'5
2
"Wǻ
=
0
°
2
8'3
7
"
L
=
5.1
4'47.24'4.43'C
D
=
4
7.8
4'
C
B
=
S
5
1
°
1
8'4
1"Wǻ
=
4
°
2
6'2
3"
L
=
4
7.8
5'
C
D
=
5
2.
6
8'
C
B
=
S
4
6
°
3
8'4
8
"Wǻ
=
4
°
5
3'2
2
"
L
=
5
2.6
9'52.21'55.21'55.21'52.21'52.21'52.21'2
7.5
0'
2
0'
D
.
E
.
&
L.
M
.
E
.
2
0'
D
.
E
.
&
L.
M
.
E
.15.77'09°26'23"ECB=S53°15'30"E
C
D
=1300.75'143.18'1100.74'R=1075.00'
ǻ=18°05'11"
L=339.34'
C
B
=
S
45°50'25"E
C
D
=
3
3
7.9
3'
CD=477.74'143.18'2
2.5'
2
2.5'N54°22'32"E102.52'54°22'32"W
R=25.00'ǻ=92°13'20"L=40.24'
CH=N55°33'03"E 36.03'
C
D
=
8
4
4.0
0'
C
B
=
S
58°36'27"E
L=860.91'
ǻ=39°27'41"
R=1250.00'
C
D
=
732.00'
CB=N58°39'16"W
L=746.30'
R
=
1
0
9
7.5
0'
C
H
=
S
0
7
°
4
4'5
8"W3
6.3
4'
ǻ
=
9
3
°
1
5'0
9"
L
=
4
0.6
9'
R
=
2
5.0
0'
R
=
2
5.
0
0'
ǻ
=
9
1
°
1
1'3
4
"
L
=
3
9.7
9'
C
B
=
S
8
0
°
0
1'4
1
"
E
C
D
=
3
5.
7
2'
11
12
102.68'16
17
R=1052.50'
ǻ
=
3
6°1
2'15"
L
=
6
6
5.0
5'S47°18'27"W734.27'CB=S55°58'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S57°46'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S59°34'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S61ǻ=1°47'45"CD=39.18'L=39.18'CB=S50°35'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S52°23'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S54°11'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S46°57'00"Eǻ=1°54'00"CD=41.45'L=41.45'CB=S48°47'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S41°24'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S43°12'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S39°41'33"Eǻ=1°37'54"CD=35.60'L=35.60'CB=N59°34'23"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N61°22'08"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N55°58'53"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N57°46'37"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N54°11'07"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N48°47'52"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N50°35'38"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N52°23'22"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N46°57'00"Wǻ=1°54'00"CD=36.39'L=36.39'CB=N43°12'07"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N39°50'28"W
ǻ=1°20'03"CD=25.56'L=25.56'CB=N41°24'23"Wǻ=1°47'45"CD=34.40'L=34.40'N44°00'00"Eǻ=1°54'00"L=36.39'CB=N45°03'00"WCD=36.39'ǻ=1°54'00"L=41.45'CB=S45°03'00"ECD=41.45'S
3
5
°
3
7'2
8
"
E
1
7
0.
0
0'
S
3
5
°
3
7'2
8
"
E
1
6
9.
2
3'
S
3
5
°
3
7'2
8
"
E
1
6
8.
4
6'
S
3
5
°
3
7'2
8
"
E
1
6
6.
8
3'
S
3
5
°
3
7'2
8
"
E
1
6
6.
0
6'
S
3
5
°
3
7'2
8
"
E
1
6
5.2
9'
S
3
5
°
3
7'2
8
"
E
1
6
2.6
7'
S
3
5
°
3
7'2
8
"
E
1
5
5.
5
9'
S
3
5
°
3
7'2
8
"
E
1
4
3.8
6'
S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'
S
3
5
°
3
7'2
8
"
E
1
6
7.6
5'30'D.E.30'D.E.30'D.E.15'D.E.
7.5'
7.5'10'L.B.E.10'L.B.E.10'L.B.E.10'
P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
(OPEN SPACE, D.E.)
52,906 S.F. (1.21 Ac.)
TRACT "O-1"
LOT 26LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 40
LOT 41
LOT 42
LOT 43
LOT 44
LOT 45
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 51
LOT 60
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 66
LOT 67
LOT 68
LOT 69
LOT 104
LOT 105
LOT 106
LOT 107
LOT 108
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 114
LOT 115
LOT 116
LOT 117
LOT 118
LOT 119
LOT 120
LOT 121
LOT 122
LOT205LOT206LOT207LOT208LOT209LOT210LOT211LOT212LOT213LOT214LOT215LOT216LOT217N31°19'30"E152.50'N29°31'45"E152.50'E152.50'N45°54'00"E152.50'N42°06'00"E152.50'N40°18'15"E152.50'N38°30'30"E152.50'N36°42'45"E152.50'N34°55'00"E152.50'N33°07'15"E152.50'N49°29'30"E152.50'N47°41'45"E152.50'152.50'N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
S
3
5
°
7'2
8
"
E
1
4
2
.5
0'
1
4
2.5
0'N54°22'32"E8,202S.F.5,610S.F.5,610S.F.5,936S.F.5,936S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.8,176 S.F.
7,866 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,510 S.F.
16,709 S.F.
11,198 S.F.
9,672 S.F.
9,593 S.F.
12,190 S.F.
8,948 S.F.
9,291 S.F.
9,291 S.F.
8,864 S.F.
8,864 S.F.
9,291 S.F.
8,864 S.F.
9,923 S.F.
14,323 S.F.
9,819 S.F.
9,350 S.F.
9,350 S.F.
9,350 S.F.
9,350 S.F.
9,819 S.F.
9,195 S.F.
9,195 S.F.
9,195 S.F.
9,651 S.F.
9,651 S.F.
9,195 S.F.
9,195 S.F.
8,660 S.F.
8,553 S.F.
8,553 S.F.
8,553 S.F.
10,606 S.F.
7,439 S.F.
8,854 S.F.
8,814 S.F.
9,276 S.F.
9,232 S.F.
8,689 S.F.
8,648 S.F.
8,579 S.F.
8,326 S.F.
7,836 S.F.
7,442 S.F.7,439 S.F.
ǻ=81°16'49" L=35.47'
CH=N37°55'33"W 32.57'
10'P.U.E.
5'
5'10'LOT196LOT197LOT1980LOT 38LO
T
3
9
LO T218LOT 70
LOT 103
LOT 71
LOT 72
LOT 99
LOT 101
LOT 102
LOT 25
LOT 123LOT 52
LOT 59
LOT 53LOT 54
48,533 S.F. (1.11 Ac.)
(RECREATION AREA & L.A.E.)
TRACT "A"
E7
EXISTING EASEMENT COURSE INFORMATION
R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
COURSE INFORMATION
16
17 R=25.00' ǻ=88°41'54" L=38.70' CH=N10°01'36"E 34.95'
R=25.00' ǻ=86°27'01" L=37.72' CH=N82°23'57"W 34.24'
11
12 R=25.00' ǻ=92°38'59" L=40.43' CH=N81°26'29"E 36.16'
R=25.00' ǻ=92°38'59" L=40.43' CH=S11°12'29"E 36.16'LOT199LOT201LOT202LOT203LOT204LOT 100
LOT235LOT236LOT237LOT238LOT239LOT240LOT241LOT262LOT263LOT264LOT 55
LOT200SHEET 10 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:25 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCHLINE
S
E
E
S
H
E
E
T
7 MATCHLINES
E
E
S
H
E
E
T
1
1
M
A
T
C
H
LIN
E SEESHEET7LINE
SEESHEET9
SEESHEET9MATCHLINEM ATCHLINESEESHEET13SEESHEET6MATCH LINE
MATCH
SEESHEET9
LOT 26
LOT 122
LOT 131 LOT 151
LOT 162 LOT 173
NorthGoldenGateCanal(PERNORTHGOLDENGATEUNITS4THRU7,VACATEDO.R.1212,PG.427C.C.R.)(80'WIDER.O.W.)(70'DRAINAGEEASEMENT(P)LAKE MAINTENANCE & DRAINAGE EASEMENT
( O.R. 3989, PG. 4175, C.C.R.)
FD. 4"x4" C.M.
"LB 6566 PRM"
EAST QUARTER
COR. SEC. 13
(CCR #091923)(R/Wto1/4Cor.)N=715309.29 (Y)
E=471993.69 (X)
N=712657.50 (Y)
E=472016.17 (X)
SOUTHEAST
COR. SEC. 13
(BASED ON
CCR# 91924
& TIES TO
ADJACENT.
SEC. CORNERS)
N=714948.73(Y)
E=471751.66(X)
N=714960.97(Y)
E=471322.13(X)S00°29'09"E2651.93'(1/4SEC.COR.TOSEC.COR.)(1/4 SEC.COR.TO 1/4 SEC.COR.)2309.53'3.35'S89°43'15"W 77.42'
S88°50'05"W 2.58'(SEC.COR.TO R/W)20'R=227.50' ǻ=21°31'38" L=85.48'
CH=N79°42'43"W 84.97'
R=227.50' ǻ=21°38'36" L=85.94'
CH=S78°42'10"W 85.43'
R=227.50'L=301.08'
ǻ=75°49'40"CB=S51°36'38"W
CD=279.59'
R=227.50'L=246.05'
ǻ=61°58'01"
CB=N59°29'32"W
CD=234.23'
R=335.00'
L=18.20'
ǻ=3°06'47"
CB=S55°55'56"W
CD=18.20'
2
0'
D
.
E
.
&
L
.M.
E
.S00°30'08"E1881.63'S89°29'52"W 157.91'
S89°31'28"W 195.00'
S89°29'52"W 150.94'
S89°31'28"W 195.00'S54°22'32"W
184.36'Township 48 South, Range 27 EastSection 13SE 1/4
NE 1/4
13 18
1924RightofWayLine WestLineofGoldenGateEstates,Unit6415'O.U.E.(P)
10'L.B.E.(P)
Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)
"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)N=714894.44(Y)E=470691.13(X)S00°34'56"E2641.86'(SEC.COR.TO1/4SEC.COR.)S89°18'45"W 5344.57'940.82'E7
EXISTING EASEMENT COURSE INFORMATION
E8
E9
E10
E11
E12
E13
E14
R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
E7
R=50.00' ǻ=140°16'57" L=122.42' CH=S88°06'50"E 94.05'
R=207.50' ǻ=72°30'10" L=262.57' CH=S54°13'27"E 245.40'
N89°31'28"E 195.00'
R=207.50' ǻ=87°59'19" L=318.66' CH=N45°31'48"E 288.25'
R=50.00' ǻ=138°07'41" L=120.54' CH=N70°35'59"E 93.40'
R=207.50' ǻ=50°08'22" L=181.58' CH=S65°24'21"E 175.84'
N89°31'28"E 195.00'
R=207.50' ǻ=46°43'55" L=169.24' CH=N66°09'30"E 164.59'
R=50.00' ǻ=136°43'55" L=119.32' CH=N68°50'30"W 92.96'20'E8
E9
E10
E11
E12
E13 E14
E15
E16
E15
E16
N89°31'28"E
N89°29'52"E N00°30'08"W35.00'588.24'846.59'96.20'445.00'215.29'229.71'40.09'
ǻ=4°43'28"L=41.23'CH=N87°08'07"E 41.22'22.50'22.50'23.96'23.96'
R =500.00'ǻ =3 5 °0 7 '1 9 "L =3 0 6 .5 0 'C B =N 7 1 °5 6 '1 2 "E C D =3 0 1 .7 2 'R=500.00'1026.29'N00°30'08"WN00°30'08"W65.88'S05°13'37"E71.78'R=90.00'ǻ=90°01'36"L=141.41'
CH=N44°30'40"E 127.31'R=90.00'ǻ=85°14'55"L=133.91'
CH=S47°51'04"E 121.89'
N05°13'37"W21.89'
S89°31'28"W
S00°30'08"E 18.38'
N89°29'52"E 212.04'
R =477.50'ǻ =24°22'19"L =2 0 3 .1 1 'C B =S 6 6 °3 3 '4 2 "W
C D =2 0 1 .5 9 'N05°13'37"W21.78'R=112.50'
ǻ=85°14'55"
L=167.39'
C
B
=
N
4
7
°
5
1'0
4
"WCD=152.37'
S89°31'28"W 125.38'R =1 1 2 .5 0 'ǻ=90°01'36"L=176.77'CB=S44°30'40"W CD=159.14'S00°30'08"E
18.38'
S89°29'52"W 708.99'
N89°29'52"ES00°30'08"E540.74'N00°30'08"WN89°29'52"E
R =522.50'ǻ =3 4 °2 0 '4 7 "L =3 1 3 .2 2 'C B =N 7 1 °3 2 '5 6 "E C D =3 0 8 .5 5 'N00°30'08"WS00°30'08"E799.09'799.14'540.74'R=25.00'ǻ=89°13'28"L=38.93'CH=N44°06'36"E35.12'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°30'08"E35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=N44°29'52"E 35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°30'08"E 35.36'
350.00'350.00'
R=25.00' ǻ=60°00'00" L=26.18'
CH=S60°30'08"E 25.00'
R=25.00' ǻ=60°00'00" L=26.18'
CH=N59°29'52"E 25.00'
N89°29'52"E
48.70'
R=25.00' ǻ=94°43'28" L=41.33'
CH=N42°08'07"E 36.78'
R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°30'08"E 35.36'
R=67.50'ǻ=85°14'55"L=100.43'
CH=N47°51'04"W 91.42'
R=67.50'ǻ=90°01'36"L=106.06'
CH=S44°30'40"W 95.48'
125.38'
ǻ =30°23'51"L =2 6 5 .2 7 'C B =N 6 9 °3 4 '2 8 "E C D =2 6 2 .1 7 'R=522.50'R=25.00'
L=41.90'
ǻ=96°01'32"
CB=N53°14'23"W
CD=37.16'
125.38'
R=25.00'ǻ=90°00'00" L=39.27'
CB=S44°29'52"W
CD=35.36'S54°22'32"W 810.76'R=30.00'ǻ=90°00'00"L=47.12'CB=N45°30'08"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=S44°29'52"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=N45°30'08"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=S44°29'52"WCD=42.43'R=465.00'
ǻ=47°48'35" L=388.01'
CB=N23°24'09"E
CD=376.85'
R=30.00'
ǻ=77°07'16" L=40.38'
CB=S38°03'29"W
CD=37.40'S00°30'08"E1455.31'R =665.00'ǻ =2 2 °1 4 '3 5 "L =2 5 8 .1 6 'C B =S 6 5 °2 9 '5 0 "W C D =2 5 6 .5 4 'S00°30'08"E1147.29'N00°30'08"W1147.34'55.00'
S89°29'52"W S00°30'08"E1147.29'N00°30'08"W1147.34'S89°29'52"W55.00'N00°30'08"W142.20'N00°30'08"W142.14'N89°29'52"E 139.80'
N89°29'52"E 139.80'
N89°29'52"E 142.50'
N89°29'52"E 142.50'S89°29'52"W 142.50'
S89°29'52"W 142.50'
N45°47'47"W 19.83'
S89°29'52"W 137.09'
S89°29'52"W 137.09'S00°30'08"E137.14'N00°30'08"W142.20'N27°57'40"E 14.03'N00°30'08"W133.49'N89°29'52"E 151.51'
N89°29'52"E 151.51'
N89°29'52"E 142.50'
N89°29'52"E 142.50'S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 152.13'N05°57'30"W135.97'N11°27'15"W145.15'N16°57'00"W142.50'N22°26'45"W142.50'N2
7
°
5
6
'
3
0
"W1
4
2
.
5
0
'
N
3
3
°
2
6'1
5
"W1
4
2
.
5
0
1
4
2.5
0'
S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'S2
7
°
5
6
'
3
0
"E1
1
1
.
6
4
'
S 6 3 °2 1 '0 0 "W 1 3 5 .9 4 'S41°21'00"W167.94'S19°21'00"W165.82'S00°28'32"E158.30'S00°28'32"E158.30'S00°28'32"E158.30'S18°21'00"E166.83'
S
4
0
°
2
1'0
0"
E
1
7
2.9
1'S00°30'08"E174.48'S00°30'08"E142.50'S00°30'08"E142.50'S00°30'08"E142.50'S00°30'08"E144.74'S00°30'08"E156.98'S00°30'08"E158.42'S00°30'08"E158.45'S00°30'08"E158.47'S00°30'08"E158.50'S00°30'08"E153.69'S00°30'08"E142.50'S00°30'08"E142.50'55.70'
32.00'
55.70'
23.00'64.94'114.80'52.20'55.20'25.15'55.20'55.20'57.70'57.70'57.70'22.65'52.20'112.09'59.94'55.70'
20.29'
55.70'
34.71'56.29'126.51'52.20'55.20'16.49'55.20'55.20'55.20'55.20'55.70'33.67'108.04'80.20'64.23'7.70'55.20'55.20'29.71'29.71'5.15'
36.26'
55.20'
55.20'
55.20'
55.20'9.83'48.34'
69.34'
134.46'
52.20'
38.29'
52.45'
52.45'
52.20'
52.20'
52.20'52.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'
52.20'
7.00'
90.80'187.50'83.80'45.00'S00°30'08"E(LOT1)(P.R.M.TOP.R.M.)52.20'89.94'CD=21.12'CB=S68°53'16"Wǻ=41°13'12"L=21.58'CD=24.12'CB=N66°47'40"Wǻ=47°24'57"L=24.83'R=30.00' ǻ=42°35'03" L=22.30' CH=N21°47'40"W 21.79'7
COURSE INFORMATION
6
7ǻ=44°42'21" L=23.41'
CH=S21°51'02"W 22.82'84.94'52.20'81.29'52.20'L=23.72'ǻ=45°17'39"CB=S66°51'02"WCD=23.10'L=14.90'ǻ=28°27'49"CB=N76°16'14"WCD=14.75'ǻ=61°32'11" L=32.22'
CH=N31°16'14"W 30.69'ǻ=15°16'55"L=60.68'CH=S21°20'16"W60.50'CD=83.40'
CB=S39°32'25"W
ǻ=21°07'22"
L=83.87'
CD=107.92'
CB=S63°49'21"W
ǻ=27°26'30"
L=108.96'CD=47.49'
CB=S83°32'02"W
ǻ=11°58'52"
L=47.57'
CD=47.26'
CB=S11°37'26"W
ǻ=24°15'08"
L=47.62'
C
D
=
5
0.4
2'
C
B
=
S
3
6
°
4
2'0
0"
W
ǻ
=
2
5
°
5
4'0
0"
L
=
5
0.8
5'
C
D
=
4
2.9
3'
C
B
=
S
6
0
°
3
9'0
0"
W
ǻ
=
2
2
°
0
0'0
0"
L
=
4
3.2
0'CD=34.95'CB=S80°35'14"Wǻ=17°52'28"L=35.10'
CD=63.92'
CB=S82°24'01"E
ǻ=16°09'02"
L=64.13'
CD=106.64'
CB=S60°46'15"Eǻ=27°06'31"L=107.64'
CD=73.95'
CB=S37°51'45"E
ǻ=18°42'28"L=74.28'L=38.93'ǻ=19°49'32"CB=N80°33'46"WCD=38.73'L=43.20'
ǻ=22°00'00"
CB=N59°39'00"W
CD=42.93'L=43.20'ǻ=22°00'00"CB=N37°39'00"WCD=42.93'L =4 2 .0 6 'ǻ =2 1 °2 5 '2 3 "C B =N 1 5 °5 6 '1 8 "W
C D =4 1 .8 2 'L
=
1
3
9
.
0
9
'ǻ=
1
6
°
4
1
'
2
1
"CB=S7
0
°
2
4
'
1
1
"WCD=
1
3
8
.
6
0
'
L=64.03'ǻ=7°40'58"
CB=S58°13'01"W
CD=63.98'
S11°57'26"W
41.61'
N46°54'48"E 14.41'L=42.68'ǻ=4°40'50"CB=N86°22'55"ECD=42.67'L=50.12'ǻ=5°29'45"CB=N81°17'38"ECD=50.10'L=50.12'ǻ=5°29'45"CB=N75°47'53"ECD=50.10'L=50.12'ǻ=5°29'45"CB=N70°18'08"ECD=50.10'
L
=
5
0
.
1
2
'ǻ=
5
°
2
9
'
4
5
"CB=N6
4
°
4
8
'
2
3
"ECD=
5
0
.
1
0
'
L
=
5
0
.
1
2'
ǻ
=
5
°
2
9'4
5
"
C
B
=
N
5
9
°
1
8'3
8
"
E
C
D
=
5
0
.
1
0'
ǻ=47°14'43" L=24.74'
CH=S23°07'13"W 24.04'
CD=41.41'
CB=S74°50'04"W
ǻ=3°34'07"
L=41.42'
R=30.00' ǻ=29°52'33" L=15.64' CH=N61°40'51"E 15.47'
6
CD=63.76'
CB=S70°18'08"W
ǻ=5°29'45"
L=63.79'CD=63.76'
CB=S64°48'23"W
ǻ=5°29'45"
L=63.79'CD=63.76'
CB=S59°18'38"W
ǻ=5°29'45"
L=63.79'20'D.E.&L.M.E.2
0'
D
.
E
.
&
L.M.
E
.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.15'D.E.7.5'7.5'5'5'10'D .E .10'D.E.15'D.E.15'D.E.7.5'7.5'7.5'7.5'5'5'15'D.E.
7.5'
7.5'
10'D.E.
15'D.E.
10'D.E.20'D.E.&L.A.E.10'10'5'
5'
7.5'
7.5'5'
5'15'D.E.10'D.E.
15'D.E.
5'D.E.7.5'7.5'5'
5'
7.5'
7.5'
25'D.E.
15'D.E.
7.5'
7.5'
15'L.B.E.
15'L.B.E.
1
0
'P.U.E.10'P.U.E.1 0 'P .U .E .10'P.U.E.10'P.U .E .10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.
2 2 .5 '2 2 .5 '22.5'22.5'2
2
.
5
'
22.5'22.5'22.5'22.5'22.5'22.5'
22.5'22.5'
Street
Minneola
Street ClementineStreetHamlinParsonStreet
N54°22'32"E1694.13'(TRACT"F-1")S00°30'08"ES41°43'20"E5.97'
N89°29'52"E 132.50'145.14'ǻ=48°46'48" L=25.54'
CH=S23°53'16"W 24.78'
N89°29'52"E51.70'
123.80'
S51°21'00"E
172.75'
10'D.E.5'5'CD=25.41'CB=N87°16'27"Wǻ=6°24'10"L=25.42'29.83'55.20'52.20'52.20'
5.57'CD=46.88'CB=S83°36'39"Wǻ=11°49'38"L=46.96'CD=38.93'CB=S72°47'21"Wǻ=9°48'58"L=38.98'14.91'
46.30'CD=6.31'CB=N69°44'36"Wǻ=1°35'24"L=6.31'CD=53.62'CB=N77°18'20"Wǻ=13°32'05"L=53.74'52.20'20'D.E.&L.M.E.S00°30'08"ETRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
(OPEN SPACE, D.E.)
26,699 S.F. (0.61 Ac.)
TRACT "O-2"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5LOT 6LOT 7
LOT 8
LOT 9LOT 10
LOT 11LOT 12LOT 13LOT 14
LOT 15
LOT 16
LOT 17LOT 18LOT 19LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 123
LOT 124
LOT 125
LOT 126
LOT 127 LOT 128
LOT 129
LOT 130 LOT 152
LOT 153
LOT 154
LOT 155
LOT 156 LOT 157
LOT 158
LOT 159
LOT 160
LOT 161 LOT 174
LOT 175
LOT 176
LOT 177
LOT 178 LOT 179
(PUBLICPERPLAT)(N/R)
7,987 S.F.8,038 S.F.
12,440 S.F.
7,298 S.F.
7,942 S.F.
7,866 S.F.8,222 S.F.
8,302 S.F.
7,156 S.F.
11,511 S.F.
8,006 S.F.7,920 S.F.
12,182 S.F.
7,909 S.F.
8,138 S.F.
7,866 S.F.7,866 S.F.
8,003 S.F.
9,727 S.F.
7,959 S.F.
8,161 S.F.
8,116 S.F.
8,116 S.F.
8,116 S.F.
7,866 S.F.
11,590 S.F.
15,397 S.F.
11,945 S.F.
12,641 S.F.
11,643 S.F.
8,738 S.F.8,738 S.F.
11,325 S.F.
12,971 S.F.
11,569 S.F.
12,893 S.F.9,461 S.F.7,474 S.F.7,438 S.F.
7,445 S.F.7,931 S.F.
8,732 S.F.
8,746 S.F.8,272 S.F.8,273 S.F.
8,199 S.F.
7,669 S.F.
7,438 S.F.
16,710 S.F.
SHEET 11 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:25 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
M A T C H L I N E
SEE SHEET 8
MATCHLINES
E
E
S
H
E
E
T
1
0
CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)D
E
V
E
L
O
P
E
R
S
A
G
R
E
E
M
E
N
T,
O
P
TIO
N
A
L
T
O
P
U
R
C
H
A
S
E
SIT
E
F
O
R
W
A
T
E
R
T
R
E
A
T
M
E
N
T
P
L
A
N
T
(O.R.4062,
P
G.3050,
C.C.R.)
BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)
N=713662.84(Y)
E=468275.59(X)SOUTH QUARTER COR. SEC. 13
(BASED ON CCR# 91925 &
TIES TO ADJACENT.
SEC. CORNERS)N=712603.00(Y)
E=469336.33(X)
N=713671.81(Y)
E=469329.91(X)1068.85'DRAINAGE EASEMENT
(O.R. 4522, PG. 2332, C.C.R.)
TEMPORARY DRAINAGE EASEMENT
(O.R. 4484, PG. 1369, C.C.R.)UNPLATTEDU N P L A T T E D
R=1320.00' ǻ=25°56'16" L=597.57'
CH=N33°14'41"W 592.48'23.98'(TIE)527.65'(TIE)
(TO O.R.4062,PG.3050,C.C.R.)S00°29'44"E464.52'N89°30'16"E 465.00'N00°29'44"W464.45'465.00'
S89°30'46"W 1778.52'N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13SW 1/4
SE 1/4
Section 13Section24 S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)974.29'(P.R.M.TOP.R.M.)1054.39'(P.R.M.TO P.R.M.)
10'
10'20'F.P.L.EASEMENT
(O.R.1663,PG.155,C.C.R.)N00°29'14"W1540.49'N00°29'14"W1552.16'30'30'
30'
30'60'S89°15'19"W 773.25'404.12'(TIE)S 8 7 °53'0 3"W 204.4 0 '
606.75'
S8 9°01'12"W1370.89'Tamarron LaneN89°30'46"E R =2 0 0 .0 0 'ǻ =5 4 °2 3 '4 6 "L =1 8 9 .8 8 'CB=N62°18'53"ECD=182.83'140.40'N35°07'00"E183.14'46.93'22.50'22.50'2 2 .5 '2 2 .5 'N89°30'46"E 140.40'
S89°30'46"W N35°07'00"ES35°07'00"W140.40'
13
14
186.05'
R=30.00' ǻ=90°00'00" L=47.12'
CH=N44°30'46"E 42.43'
R=30.00' ǻ=90°00'00" L=47.12'
CH=N45°29'14"W 42.43'S00°29'14"E142.50'S00°29'14"EN89°30'46"E
30.42'
296.02'N00°29'14"W50.89'R =3 6 5 .0 0 'ǻ =5 4 °2 3 '4 6 "L=346.CB=N62°18'53"ECD=333.66'48.14'N35°07'00"E35.10'
35.10'
35.10'
35.10'
35.10'
35.10'4.68'4.68'12.19'
12.19'35.95'CB=N85°57'53"Eǻ=7°05'46"CD=27.54'L=27.56'CB=N78°19'30"Eǻ=8°11'00"CD=31.75'L=31.78'CB=N70°08'30"Eǻ=8°11'00"CD=31.75'L=31.78'CB
=N6
1
°
5
7'3
0
"
E
ǻ
=
8
°
1
1'0
0
"CD
=
3
1
.
7
5'
L
=
3
1
.
7
8'
C
B
=
N
5
3
°
4
6'3
0"
E
ǻ
=
8
°
1
1'0
0"
C
D
=
3
1.7
5'
L
=
3
1.7
8'
C
B=
N45°35'30"E
ǻ=8°11'00"
C
D=31.75'
L=31.78'CB=N85°57'53"Eǻ=7°05'46"CD=45.18'L=45.20'CB=N78°19'30"Eǻ=8°11'00"CD=52.09'L=52.13'CB=N70°08'30"Eǻ=8°11'00"CD=52.09'L=52.13'
C
B
=
N
6
1
°
5
7'3
0
"
E
ǻ
=
8
°
1
1'
0
0
"
C
D=
5
2
.
0
9'
L
=
5
2
.
1
3'
C
B
=
N
5
3
°
4
6'3
0"
E
ǻ
=
8
°
1
1'0
0"
C
D
=
5
2.0
9'
L
=
5
2.1
3'
C
B=N45°35'30"E
ǻ=8°11'00"
C
D=52.09'
L=52.13'S00°29'14"ES00°29'14"ES00°29'14"Eǻ=6°23'00"L=24.79'
CB=N38°18'30"E
CD=24.78'
ǻ=6°23'00"L=40.66'
C
B=
N38°18'30"E
C
D=40.64'
20'D.E.&L.A.E.
10'
S54°53'00"E
10'20'D.E.&L.M.E.20'D.E.&L.M.E.2
0'
D
.
E
.
L.
M
.
E
.20'D.E.&L.M.E.0'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
15'L.B.E.
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-6"
(LAKE & D.E.)
135,681 S.F. (3.11 Ac.)
LOT244
L
O
T
245
L
O
T
2
4
6L
OT2
4
7LO
T248LOT249LOT250LOT251LOT252LOT253S07°35'00"E142.50'S15°46'00"E142.50'S23°57'00"E142.50'
S
3
2
°
0
8'0
0
"
E
1
4
2
.
5
0'
S
4
0
°
1
9'0
0"
E
1
4
2.5
0'
S48°30'00"E
142.50'142.50'142.50'142.50'142.50'
1548.46'
(TRACT "F-2")
S89°30'46"W 803.22'5,002S.F.5,002S.F.5,002S.F.5,851S.F.5,979S.F.5,979S.F.
5
,
9
7
9
S.F.
5,9
7
9
S
.
F
.
5,979
S.F.
6,400S.F.(C/LTOP.R.M.)N00°29'14"W898.48'DRAINAGEEASEMENT(O.R.4322,PG.2787,C.C.R.)(O.R.4373,PG.3774,C.C.R.)R=305.00'ǻ=46°46'53"L=249.03'CB=N2
3
°
5
2
'
4
1
"WC
D
=
2
4
2.1
7'
22'87'
30'87'30'R=275.00' ǻ=53°55'29" L=258.82'
CH=S27°26'59"E 249.37'N89°30'46"E8.00'S00°29'14"E694.35'S00°29'14"E204.13'230.07'
(TRACT "R-2")1415.89'(TRACT"R-2")15'L.B.E.15'L.B.E.10'P.U.E.TEMPORARYCONSTRUCTIONEASEMENT(O.R.4322,PG.2787,C.C.R.)LOT254LOT255LOT256LOT257L O T 2 5 8 LOT259LOT24
COURSE INFORMATION
13
14
R=177.50' ǻ=54°23'46" L=168.52' CH=S62°18'53"W 162.26'
R=222.50' ǻ=54°23'46" L=211.24' CH=N62°18'53"E 203.39'
SHEET 12 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:26 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
MATCHLINESEE SHEET 9
SEESHEET13
Hawt
hor
nRoadPOINT OF BEGINNING
NORTHWESTERLY MOST
COR. OF TRACT "C"
N=713677.97(Y)
E=470054.01(X)TEMPORARYDRAI
NAGEEASEMENT(O.R.4484,PG.1369,C.C.R.
)
(O.R.4522,PG.3119,C.C.R.
)PUBL
I
CUT
I
L
I
TYEASEMENT
(O.R.
4
2
9
8
,PG.
2
3
4
5
,C.C.R.)
SOUTH QUARTER COR. SEC. 13
(BASED ON CCR# 91925 &
TIES TO ADJACENT.
SEC. CORNERS)N=712603.00(Y)
E=469336.33(X)N=7
1
4
3
2
2
.
6
2
(Y)E=4
69
9
4
7
.
2
3
(X)
N=713671.81(Y)
E=469329.91(X)1068.85'"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)
Tract "C"
(OPEN SPACE)(P)
10'L.B.E.&I.E.(P)
10'P.U.E.(P)
1 0 'P .U .E .(P )
1 0 'L .B .E .&I .E .(P )
4 0 'x 4 0 'O .U .E .(P )20'L.M.E.&D.E.
(P)R=1340.00'ǻ=7°24'01"L=173.08'CH=N24°29'55"W172.96'
R=50.00' ǻ=46°38'50" L=40.71'
CH=S47°05'12"W 39.59'
R=20.75' ǻ=65°45'41" L=23.82'
CH=S56°38'38"W 22.53'
S
3
2
°
3
8
'
1
4
"
E
1
2
2
.
4
3
'R=30.00'ǻ=1°21'07"L=0.71'CH=S31°57'40"E0.71'S89°54'41"W 35.56'
S00°05'19"E 67.44'R=1250.00'ǻ=27°30'37"L=600.18'CB=S13°50'37"ECD=594.43'Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)
Tract "E"
(RECREATION AREA)(P)
Tract "L-1"
(LAKE, D.E. & L.M.E.)(P)
N=714348.93(Y)
E=470490.50(X)
R=70.00'ǻ=95°24'25" L=116.56'
CB=S41°19'00"W
CD=103.55'
S06°23'13"E 141.14'
N88°59'48"W 69.87'
N89°31'28"E 190.52'
R=30.00'L=30.28'
ǻ=57°50'18"
CB=S61°33'23"E
CD=29.01'
R=70.00'
L=27.81'ǻ=22°45'38"
CB=S79°05'43"E
CD=27.62'
R=70.00'
L=27.81'
ǻ=22°45'38"
CB=S79°05'43"E
CD=27.62'
S89°31'28"W
99.26'
S 7 0 °2 4 '3 7 "W
2 6 6 .7 4 'S53°31'52"W
91.01'S89°30'46"W 1778.52'
SE 1/4
Township 48 South,Range 27 East
Section 13
Section 13Section24
45'(P)
45'(P)
4 5 '(P )
4 5 '(P )
U N P L A T T E D
N=714219.33(Y)
E=470092.14(X)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)724.14'(P.R.M.TO P.R.M.)
E1
EXISTING EASEMENT COURSE INFORMATION
E2
E3
E4
E5
E6
S89°01'12"W 606.75'
DRAINAGE EASEMENT
(O.R.4522,PG.2332,C.C.R.)
TEMPORARY DRAINAGE EASEMENT
(O.R.4484,PG.1369,C.C.R.)
30'
30'
60'
R=94.00' ǻ=97°23'25" L=159.78' CH=S42°18'29"W 141.23'
E2
R=1250.00' ǻ=3°39'04" L=79.66' CH=S29°25'28"E 79.64'
N20°57'53"W 65.35'
R=1240.00' ǻ=0°45'03" L=16.25' CH=N27°54'08"W 16.25'
S53°31'52"W 10.12'
E6
E5
E3
E4 LAKEMAI
NTENANCE&DRAI
NAGEEASEMENT(O.R.3989,PG.4175,C.C.R.
)
E1
1 0 'L .B .E .2
0'
E7 R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
1
5
'
L
.
B
.
E
.220.27'220.04'2 2 .5 0 '45.53'45.49'ǻ
=
8
°
4
1'
1
8
"
L
=
1
9
6
.
3
7'
C
H
=
N
3
2
°
1
5'1
3
"W1
9
6
.
1
9'R=
1
2
9
5
.
0
0
'N54°22'32"E(TO TAL)102.51'S54°22'32"W 810.76'R
=
1
3
4
0
.
0
0'
ǻ
=
6
°
2
1'1
8
"
L
=
1
4
8
.
6
3'
C
H
=
S
3
1
°
2
2
'3
5
"
E
1
4
8
.
5
5'
R
=
2
5
.
0
0'
ǻ
=
8
8
°
5
5'4
6
"
L
=
3
8
.
8
0'
C
B
=
S
0
9
°
5
4'3
9
"WC
D
=
3
5
.
0
2'
R
=
2
5.0
0'
=
8
7
°
0
4'5
3"
L
=
3
8.0
0'
C
B
=
N
8
2
°
0
5'0
1"WC
D
=
3
4.4
4'
15
COURSE INFORMATION178.06'ǻ=8°41'59"L=203.46'CH=N25°08'54"W203.27'41.24'73.66'52.20'52.20'N54°22'32"E16
1720'D .E.&L.M .E.1 0 'P .U .E.10'P.U.E.1
0'
P
.
U
.
E
.
1
0'
P
.
U
.
E
.
2
2
.
5'
2
2
.
5'45'2
2.5'
2
2.5'St
r
eet
H
a
w
t
h
o
r
n
Ro
a
dS treetWe
lli
n
g
t
o
nParson
1 0 'L .B .E.10'L.B.E.1
0'
D
.
E
.
7.
5
0'15.72 2 .5 0 '1100.74'ǻ
=
2
0
°
4
6'0
3
"
L
=
3
8
9
.
6
4
'CB=S26°24'48"ECD=387.51'R=
1
0
7
5
.
0
0
'
2
2.5'
2
2.5'N54°22'32"E102.52'S54°22'32"W
C
H
=
S
0
7
°
4
4'5
8"W3
6.3
4'
=
9
3
°
1
5'0
9"
L
=
4
0.6
9'
=
2
5.0
0'
R
=
2
5
.
0
0'
ǻ
=
9
1
°
1
1'3
4
"
L
=
3
9.7
9'
C
B
=
S
8
0
°
0
1'4
1
"
E
C
D
=
3
5
.
7
2'
R=1250.00' ǻ=6°49'58" L=149.07' CH=S31°00'55"E 148.98'
15102.68'R=25.00' ǻ=88°41'54" L=38.70' CH=N10°01'36"E 34.95'
R=25.00' ǻ=86°27'01" L=37.72' CH=N82°23'57"W 34.24'
16
17
CD=348.92'CB=N25°10'34"WL
=3
5
0
.
4
0
'ǻ=
1
8
°
1
7
'
3
5
"
R
=
1
0
9
7
.
5
0'CD=654.05'CB=S34°07'54"EL
=
6
6
5
.
0
5
'
ǻ
=
3
6
°
1
2'1
5
"
R
=
1
0
5
2.5
0'
ǻ=20°22'15" L=10.67'
CH=S79°19'38"W 10.61'
1548.46'
S89°30'46"W R=30.00'ǻ=102°48'09"L=53.83'CH=N86°31'04"E46.89'R=365.00' ǻ=54°23'46" L=346.53'
CH=N62°18'53"E 333.66'
N 6 9 °4 0 '0 0 "E
N 7 3 °5 8 '1 4 "E
N89°30'46"E
S20°51'29"E5.56'48N35°07'00"ECD=310.
2
8'CB=S3
2
°
1
5
'
5
4
"EL
=
3
1
1
.
8
0'
ǻ
=
1
9
°
3
7'5
4
"
R
=
9
1
0.0
0'
R=30.00' ǻ=111°57'42" L=58.62'
CH=S33°31'55"W 49.73'
S69°05'11"E
37.70'
150.39'4 5 .0 0 'CD=82.42'
CB=N18°10'53"W
ǻ=4°18'14"
L=82.44'
1 5 2 .5 0 'ǻ=20°14'41"L=441.67'CB=S10°12'40"ECD=439.38'1 0 'L .B .E .CB=N33°39'56"W
ǻ=1°18'51"CD=25.17'L=25.17'C B=N 32°06'37"W
ǻ=1°47'45"C D =34.40'L=34.40'C B =N 30°18'52"W
ǻ =1°47'45"C D =34.40'L=34.40'C B =N 28°31'07"W
ǻ =1°47'45"C D =34.40'L=34.40'C B =N 26 °4 3'22"W
ǻ =1 °4 7'4 5 "C D =34.4 0'L=3 4.40 'C B =N 2 4 °5 5 '3 7 "W
ǻ =1 °4 7 '4 5 "C D =3 4 .4 0 'L =3 4 .4 0 'C B =S 30°18'53"E
ǻ =1°47'45"C D =39.18'L=39.18'C B=S32°06'38"Eǻ=1°47'45"C D =39.18'L=39.18'CB=S33°43'12"Eǻ=1°25'24"CD=31.05'L=31.05'C B =S 2 4 °5 5 '3 8 "E
ǻ =1 °4 7 '4 5 "C D =3 9 .1 8 'L =3 9 .1 8 'C B =S 26 °4 3'23"E
ǻ =1°47 '45"C D =3 9 .18 'L=3 9.18 'ǻ =1 °5 4 '0 0 "L =3 6 .3 9 'C B =N 2 1 °1 7 '0 0 "W
C D =3 6 .3 9 'ǻ =1 °5 4 '0 0 "L =4 1 .4 5 'C B =S 2 1 °1 7 '0 0 "E
C D =4 1 .4 5 'ǻ =1 °4 7 '4 5 "L =3 4 .4 0 'C B =N 2 3 °0 7 '5 2 "W
C D =3 4 .4 0 'ǻ =1 °4 7 '4 5 "L =3 9 .1 8 'C B =S 2 3 °0 7 '5 3 "E
C D =3 9 .1 8 'ǻ =1°47'45"L=39.18'C B =S 28°31'07"E
C D =39.18'ǻ =4 °0 6 '1 4 "L =7 5 .3 8 'C B =S 1 8 °0 4 '5 3 "E
C D =7 5 .3 7 'CB=S36°ǻ=2°08'45"CD=39.42'L=39.42'CB=S34°19'22"Eǻ=2°08'45"CD=39.42'L=39.42'C B=N 32°10'37"W
ǻ=2°08'45"C D =39.42'L=39.42'C B =S 30°01'53"E
ǻ =2°08'45"C D =39.42'L=39.42'C B =S 27°53'07"E
ǻ =2°08'45"C D =39.42'L=39.42'C B =S 2 5 °4 4 '2 3 "E
ǻ =2 °0 8 '4 5 "C D =3 9 .4 2 'L =3 9 .4 2 'C B =N 2 3 °3 2 '0 0 "W
ǻ =2 °1 6 '0 0 "C D =4 1 .6 4 'L =4 1 .6 4 'CB=S36°28'07"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S34°19'22"Eǻ=2°08'45"CD=34.08'L=34.08'C B=S32°10'37"Eǻ=2°08'45"C D =34.08'L=34.08'C B =S 3 0 °0 1 '5 2 "E
ǻ =2 °0 8 '4 5 "C D =3 4 .0 8 'L =3 4 .0 8 'C B =S 27°53'07"E
ǻ =2°08'45"C D =34.08'L=34.08'C B =S 2 5°4 4 '2 2 "E
ǻ =2 °0 8 '4 5 "C D =34 .0 8 'L =3 4 .0 8 'C B =S 2 3 °3 3 '2 8 "E
ǻ =2 °1 3 '0 3 "C D =3 5 .2 2 'L =3 5 .2 2 'ǻ =2 °1 6 '0 0 "L =4 1 .6 4 'C B =S 2 1 °1 6 '0 0 "E
C D =4 1 .6 4 'ǻ =9 0 °0 6 '1 2 "L =4 7 .1 8 'C B =S 2 4 °0 5 '2 5 "WCD=4 2 .4 6 'S 6 9 °5 2 '0 0 "W
1 7 2 .7 7 'ǻ=1°29'15" L=0.78' CH=S21°42'19"E 0.78'30'D .E .3 0 'D .E .5'D.E.7.5'D.E.
S 6 7 °3 6 '0 0 "W 15'D.E.7.5'7.5'20'D.E.&L.M.E.2 0 'D .E .&L .M .E .20'D.E.&L.M.E.2
0'
D
.
E
.
&
L.
M
.
E
.
1
0'
L
.
B
.
E
.
ǻ
=
5
°
0
3'2
0
"
L
=
1
1
8.2
4'
C
B
=
S
3
2
°
0
1'3
4
"
E
C
D
=
1
1
8
.
2
0'
1 0 'P .U .E .10'P.U .E.10'P.U.E.
1 0 'P .U .E .1
0
'P.U.E.
48,533 S.F. (1.11 Ac.)
(RECREATION AREA & L.A.E.)
TRACT "A"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-6"
(LAKE & D.E.)
135,681 S.F. (3.11 Ac.)
LOT 38
L
OT
3
9
LO T218LO T219LO T220L O T 221L O T 2 2 2L O T 2 2 3
L O T 2 2 4
L O T 2 2 5
LOT 226
L O T 2 2 7
L O T 2 2 8
L O T 2 2 9
L O T 230LO T231LO T232LO T233LOT234N 62°22'45"E 152.50'N 60°35'00"E 152.50'N 58°47'15"E 152.50'N 56°59'30"E152.50'N 6 7 °4 6 '0 0 "E 1 5 2 .5 0 'N 6 5 °5 8 '1 5 "E 1 5 2 .5 0 'N 6 4 °1 0 '3 0 "E 1 5 2 .5 0 'S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'
S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'52°'30"W 142S54°36'15"W 142.50'S56°45'00"W 142.50'S 58°53'45"W 142.50'S 61°02'30"W 142.50'S 63 °11 '15 "W 1 42.5 0'S 6 5 °2 0 '0 0 "W 1 4 2 .5 0 '1 4 2 .5 1 'SW 1/4
(TRACT "F-2")
803.22'5,237S.F.5,237S.F.5,237S.F.5,237S .F.5,237S .F .5 ,2 3 7 S .F .5 ,5 3 2 S .F .5 ,9 0 7 S .F .7,575 S.F.
5 ,9 3 6 S .F .5 ,6 1 0 S .F .5 ,6 1 0 S .F .5 ,6 1 0 S .F .5,610S .F .5,610S .F.5,610S.F.7,828S.F.9
,
6
4
0
S
.
F
.
7,439 S.F.
1 0 'P .U .E .10'P.U.E.LOT235LOT 37
LOT217S
3
5
°
3
7'2
8
"
E
LOT236LOT237LOT238LOT242
LOT243
LOT244
L
O
T
245
L
O
T
2
4
6L
OT
2
4
7LO
T248SHEET 13 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:26 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
M ATCHLINES
E
E
S
H
E
E
T
1
0
MATCHLINEMATCHLINESEESHEET12SEESHEET9