Agenda 03/24/2020 Item #16A 6 (Final Plat Enbrook))03/24/2020
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 Enbrook, (Application Number PL20180002742) approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Enbrook, a subdivision of lands located in Section 10, Township 51 South, Range 26 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 Enbrook. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Enbrook RPUD, Ordinance 2020-06. 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 f or Subdivision
Improvements, shall be provided and accepted by the County Manager or his 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 Land Development Code.
The Development Review Division recommends that the final plat of Enbrook be approved for recording.
FISCAL IMPACT: The project cost is $5,883,067.25 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,329,043.00
b) Drainage, Paving, Grading $4,554,024.25
The Security amount, equal to 110% of the
project cost, is $6,471,373.98
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $177,822.02
16.A.6
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03/24/2020
The Fees are based on a construction estimate of $5,883,067.25 and were paid in April 2019.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,330.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 9,967.82
c) Drainage, Paving, Grading
(.75% const. est.) $ 34,155.18
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 29,903.47
e) Drainage, Paving, Grading
(2.25% const. est.) $102,465.55
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: The applicant is requesting approval of the final subdivision plat and
construction and maintenance agreement. The Board shall consider the County Manager or designee’s
recommendation and shall take evidence and testimony in regard to the final subdivision plat
requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well
as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it
shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to
submit the final subdivision plat to the County Manager or designee for recording within 18 months of the
date of approval of the final subdivision plat by the Board. However, following approval by the Board,
but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the
subdivision plat, and the Board may approve any changes that are not minor and insubstantial.
This item has been approved as to form and legality, and requires a majority vote for Board approval --
SAA
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Enbrook
(Application Number PL20180002742) for recording with the following stipulations:
1. Approve the amount of $6,471,373.98 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 his 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 of County Commissioners or the County Manager or his designee on behalf of the
Board pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: Lucia S. Martin, Associate Project Manager, Development Review Division
16.A.6
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03/24/2020
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Final Plat (PDF)
16.A.6
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03/24/2020
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.6
Doc ID: 11802
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 Enbrook, (Application Number PL20180002742) approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the performance
security.
Meeting Date: 03/24/2020
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
02/24/2020 3:10 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
02/24/2020 3:10 PM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Reviewer Completed 02/24/2020 3:24 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 02/24/2020 3:28 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 02/24/2020 3:29 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 02/24/2020 3:32 PM
Growth Management Operations & Regulatory Management Rose Burke Additional Reviewer Completed 02/24/2020 3:36 PM
Growth Management Development Review Lucia Martin Additional Reviewer Skipped 02/24/2020 3:42 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 02/24/2020 3:52 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 02/25/2020 6:10 PM
Growth Management Department James C French Deputy Department Head Review Completed 02/27/2020 1:51 PM
County Attorney's Office Sally Ashkar Level 2 Attorney Review Completed 03/02/2020 4:24 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 03/02/2020 4:29 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/03/2020 7:59 AM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 03/10/2020 4:25 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 03/14/2020 2:50 PM
Board of County Commissioners MaryJo Brock Meeting Pending 03/24/2020 9:00 AM
16.A.6
Packet Pg. 101
ENBROOK
LOCATION MAP
16.A.6.a
Packet Pg. 102 Attachment: Location Map (11802 : Final Plat - Enbrook)
Job Code: DRHJEPPL Date: 4/2/2019
Revised 6/24/19 and 8/13/2019
SCHEDULE DESCRIPTION TOTAL PRICE
A Earthwork $2,714,107.50
B Paving $734,409.25
C Wastewater Collection $909,538.00
D Potable Water Distribution $419,505.00
E Storm Drainage $696,687.00
F Street Lighting $78,750.00
G Landscaping & Irrigation $330,070.50
TOTAL $5,883,067.25
Underground Utility
Total
Earthwork and
Paving Total
Review Fees:
Utility (0.75%)9,967.82$
Engineering (0.75%)34,155.18$
Inspection Fees:
Utility (2.25%)29,903.47$
Engineering (2.25%)102,465.55$
Cost opinion excludes contractor mobilization expense.
ENBROOK
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
BID SCHEDULE SUMMARY
Total Review and
Inspection Fees = $ 176,492.02
$1,329,043.00
$4,554,024.25
G:\Engineering\PROJ-ENG\D\DRHJEPPL\Civil\03Design and Permitting\04 OPC\OPC REV02
16.A.6.b
Packet Pg. 103 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
ITEM DESCRIPTION UNIT QTY
UNIT
PRICE TOTAL PRICE
A-1 Clearing and Grubbing*AC 0.0 $2,500.00 $0.00
A-2 Off-site Fill Import **CY 118,517 $15.00 $1,777,755.00
A-3
Lake Excavated Fill (Haul, Place &
Compact)CY 181,365 $4.50 $816,142.50
A-4 3' Retaining Wall LF 880 $25.00 $22,000.00
A-5 8' Privacy Wall LF 1,010 $75.00 $75,750.00
A-6 Gravel construction entrance EA 1 $1,500.00 $1,500.00
A-7 Vegetative fence along preserve LF 1,275 $4.00 $5,100.00
A-8 Erosion Control-Silt Fence (Single Row)LF 5,380 $2.00 $10,760.00
A-9 Erosion Control-Silt Fence (Double Row)LF 1,275 $4.00 $5,100.00
TOTAL $2,714,107.50
Site previously cleared
* Does not include hand clearing of exotics within upland & wetland preserve.
**Lakes to provide fill for roadbeds and berms & open space areas.
ENBROOK
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SCHEDULE "A"
EARTHWORK & SITE PREP
Clearing, grubbing and preparation of roadway rights-of-way, and easements areas as designated by
the Engineer in the field including chipping and grinding of all materials on the Owner's property and
then disposal of all residue off the Owner's property, all as specified, per acre complete. All work in
right-of-way is subject to inspection by the owner, [COUNTY] DOT, and FDOT contingent on final
acceptance of improvements as shown and specified on the contract documents.
G:\Engineering\PROJ-ENG\D\DRHJEPPL\Civil\03Design and Permitting\04 OPC\OPC REV02
16.A.6.b
Packet Pg. 104 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
ITEM DESCRIPTION UNIT
QTY
TTL UNIT PRICE TOTAL PRICE
B-1 Valley Gutter LF 12,810 $9.50 $121,695.00
B-2 Type "F" Curb LF 460 $12.00 $5,520.00
B-3 Type "A" Curb LF 275 $10.00 $2,750.00
B-4 1.5" Aphaltic Concrete (Type S-III)(Two 3/4"lifts)SY 16,175 $9.00 $145,575.00
B-5 Superpave Asp. Concrete 1" SP-9.5 Surface Course (ROW)SY 505 $8.00 $4,040.00
B-6 Superpave Asp. Concrete 1-1/2" SP-12.5 Structural Course (ROW)SY 505 $12.00 $6,060.00
B-7 6" Limerock Base (compacted and primed)SY 16,560 $8.50 $140,760.00
B-8 8" ABC-3 Base (ROW)SY 535 $10.00 $5,350.00
B-9 12" Stabilized Subgrade SY 18,295 $5.15 $94,219.25
B-10 4" Concrete Sidewalk (5' wide)SY 7,813 $20.00 $156,260.00
B-11 6" Concrete Sidewalk (6' wide) Manatee Rd. SY 696 $30.00 $20,880.00
B-12 Construct Temp cul-de-sacs EA 1 $2,000.00 $2,000.00
B-13 Signing & Pavement Markings LS 1 $18,000.00 $18,000.00
B-14 Relocate Existing Power Pole EA 1 $3,500.00 $3,500.00
B-15 ADA Mats EA 14 $200.00 $2,800.00
B-16 Demolish ex. driveways, drainage, sidewalk etc.LS 1 $5,000.00 $5,000.00
TOTAL $734,409.25
ENBROOK
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SCHEDULE "B"
PAVING
Roadway construction complete per the plans and [COUNTY] specifications including stabilized subgrade,
stabilized shoulder, limerock base, tack coat, asphaltic concrete, required testing by an independent laboratory,
roadside fill and grading for full width of right-of-way and easements, finish grading, seeding and mulch.
16.A.6.b
Packet Pg. 105 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
ITEM DESCRIPTION UNIT
QTY
TTL UNIT PRICE TOTAL PRICE
C-1 8" PVC Sanitary Sewer (0-6' Deep)LF 1,136 $25.00 $28,400.00
C-2 8" PVC Sanitary Sewer (6-8' Deep)LF 1,033 $40.00 $41,320.00
C-3 8" PVC Sanitary Sewer (8-10' Deep)LF 687 $55.00 $37,785.00
C-4 8" PVC Sanitary Sewer (10-12' Deep).LF 1,401 $70.00 $98,070.00
C-5 8" PVC Sanitary Sewer (12-14' Deep)LF 1,584 $110.00 $174,240.00
C-6 8" PVC Sanitary Sewer (14-16' Deep)LF 699 $125.00 $87,375.00
C-7 Manhole 4' Diameter (0-6')EA 5 $4,200.00 $21,000.00
C-8 Manhole 4' Diameter (6-8')EA 5 $5,500.00 $27,500.00
C-9 Manhole 4' Diameter (8-10')EA 3 $6,800.00 $20,400.00
C-10 Manhole 4' Diameter (10-12')EA 5 $7,500.00 $37,500.00
C-11 Manhole 4' Diameter (12-14')EA 4 $8,500.00 $34,000.00
C-12 Manhole 4' Diameter (14-16')EA 4 $9,500.00 $38,000.00
C-13 6" Single Sewer Service EA 1 $400.00 $400.00
C-14 6" Double Sewer Service EA 149 $600.00 $89,400.00
C-15 Television Inspection (Prelim & Final)LF 6,540 $1.20 $7,848.00
C-16 6" HDPE DR11 Force Main via Directional Drill LF 50 $90.00 $4,500.00
C-17 6" PVC DR 18 Force Main LF 80 $20.00 $1,600.00
C-18 Pump Station EA 1 $150,000.00 $150,000.00
C-19 Hot Tap Ex. Force Main EA 1 $3,500.00 $3,500.00
C-20 6" Plug Valve EA 1 $2,500.00 $2,500.00
C-21 Right of Way Restoration for Directional Drill EA 1 $2,000.00 $2,000.00
C-22 Air Release Valve EA 1 $2,200.00 $2,200.00
TOTAL $909,538.00
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SCHEDULE "C"
ENBROOK
WASTEWATER COLLECTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other
pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in roadway
areas, pressure testing, flushing, clean-up including resodding areas previously sodded, seeding all areas disturbed
by construction, providing complete as-built drawings and other items necessary to complete the system and
provide the Owner, DEP and [COUNTY] with a complete working wastewatercollection system as shown on the
drawings and specified in these contract documents.
16.A.6.b
Packet Pg. 106 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
ITEM DESCRIPTION UNIT
QTY
TTL
UNIT
PRICE
TOTAL
PRICE
D-1 10" Ductile Iron Water Main PC 300 (turn lane)LF 360 $ 60.00 $ 21,600.00
D-2 8" PVC Water Main DR14 LF 245 $ 29.00 $ 7,105.00
D-3 8" PVC Water Main DR 18 LF 6,970 26.00$ 181,220.00$
D-4 8" Gate Valve w/Box EA 19 $2,500.00 47,500.00$
D-5 10" Gate Valve w/Box EA 4 $2,900.00 11,600.00$
D-6 Deflect 10" WM under culvert EA 1 $2,500.00 2,500.00$
D-7 Fire Hydrant (Complete Assembly)EA 18 $2,750.00 49,500.00$
D-8 Temporary Bacterial Sample Point EA 7 $990.00 6,930.00$
D-9 Permanent Bacterial Sample Point EA 1 $1,500.00 1,500.00$
D-10 3/4" single water service (meter)EA 69 $250.00 17,250.00$
D-11 3/4" Double water service (meter)EA 115 $400.00 46,000.00$
D-12 Blow-Off Valve EA 1 $4,800.00 4,800.00$
D-13 Blow-Off Valve (Temporary) EA 3 $1,000.00 3,000.00$
D-14 Connect to Existing Main w/10"x8" Tee EA 2 $4,500.00 9,000.00$
D-15 Water Air Release Valve EA 4 $2,500.00 $10,000.00
TOTAL $419,505.00
ENBROOK
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SCHEDULE "D"
POTABLE WATER DISTRIBUTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections
to other pipelines, all excavation (including rock and over-excavation if necessary), dewatering,
bedding material (if necessary), pipeline installation, back filling (imported fill if necessary),
compaction, compaction testing in roadway areas, pressure testing, disinfecting pipelines, flushing,
clean-up including resodding areas previously sodded, seeding all areas disturbed by construction,
providing complete as-built drawings and other items necessary to complete the system and
provide the Owner, DEP and [COUNTY] with a complete working water distribution system as
shown on the drawings and specified in these contract documents.
16.A.6.b
Packet Pg. 107 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
ITEM DESCRIPTION UNIT
QTY
TTL UNIT PRICE TOTAL PRICE
E-1 8" HDPE (Yard Drain Piping)LF 3,432 $10.00 $34,320.00
E-2 18" HDPE (ADS N-12)LF 1,327 $30.00 $39,810.00
E-3 12" HDPE LF 75 $15.00 $1,125.00
E-4 15" RCP LF 1,137 $35.00 $39,795.00
E-5 18" RCP LF 733 $39.00 $28,587.00
E-6 24" RCP LF 2,871 $50.00 $143,550.00
E-7 30" RCP LF 1,060 $65.00 $68,900.00
E-8 36" RCP LF 960 $80.00 $76,800.00
E-9 15" FES EA 4 $500.00 $2,000.00
E-10 18" FES EA 1 $650.00 $650.00
E-11 24" FES EA 9 $750.00 $6,750.00
E-12 30" FES EA 1 $950.00 $950.00
E-13 36" FES EA 1 $1,300.00 $1,300.00
E-14 Valley Gutter Inlet EA 32 $3,250.00 $104,000.00
E-15 Water Control Structure (207,401)EA 2 $4,500.00 $9,000.00
E-16 Catch Basin Type C EA 23 $3,000.00 $69,000.00
E-17 Junction Box EA 12 $2,500.00 $30,000.00
E-18 Concrete Flume EA 2 $750.00 $1,500.00
E-19 Reconstruct Swale in ROW LF 230 $50.00 $11,500.00
E-20 Connect to Ex. Structure (OS-1)EA 1 $1,500.00 $1,500.00
E-21 Yard Drain (8")EA 49 $150.00 $7,350.00
E-22 Retaining walls for 406 and 505 EA 2 $3,900.00 $7,800.00
E-23 Bubble-up Inlet (309,406,505)EA 3 $3,500.00 $10,500.00
TOTAL $696,687.00
ENBROOK
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SCHEDULE "E"
STORM DRAINAGE
Includes furnishing and handling of all required materials, dewatering, bedding material (if
necessary), rock removal and disposal off-site (if necessary), installation, backfilling, compaction,
compaction testing in roadway areas, final grading, coordinating with other contractors and utility
companies, flushing, clean-up, seeding, sodding of all areas disturbed by construction, repair of
any damage caused by construction and other items necessary to complete the system and
provide the owner, [COUNTY] DOT and FDOT with a complete working drainage system as shown
on the drawings and specified on these contract documents. Pipe measurement is to the outside
16.A.6.b
Packet Pg. 108 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
Provide street lights per the code minimum plan.
ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
F-1 Light Poles EA 45 $1,750.00 $78,750.00
TOTAL $78,750.00
Standard fixtures and poles per FPL
STREET LIGHTING
ENBROOK
SCHEDULE "F"
ENGINEER'S BID TAB
16.A.6.b
Packet Pg. 109 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
Provide landscaping and irrigation according to code minimum plan.
ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
G-1 Tree - 10', 2" Cal Min EA 302 $230.00 $69,460.00
G-2 Shrub - 3 gallon EA 896 $8.50 $7,616.00
G-3 Shrub - 10 gallon EA 1106 $65.00 $71,890.00
G-4 Mulch SF 25,400 $0.50 $12,700.00
G-5 Sod SF 235,000 $0.45 $105,750.00
G-6 1-gal Spike Rush, PickeralweedEA 18,057 $1.00 $18,057.00
G-7 1-gal spatterdock EA 6,019 $2.50 $15,047.50
G-8 Palms EA 18 $195.00 $3,510.00
G-9 Irrigation SF 260,400 $0.10 $26,040.00
TOTAL $330,070.50
ENBROOK
SCHEDULE "G"
ENGINEER'S BID TAB
CODE MINIMUM LANDSCAPING & IRRIGATION
16.A.6.b
Packet Pg. 110 Attachment: Opinion of Probable Cost (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380MANATEE RDEAGLE CREEKKOA CAMP-GROUNDSFIDDLER'S CREEK This item has been electronically signed and sealed by Donald L. Saintenoy III, P.S.M. on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Donald L. Saintenoy III, P.S.M. Date: 2020.02.13 06:42:09 -05'00'16.A.6.cPacket Pg. 111Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 112Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 113Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH:JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 114Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 115Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 116Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 117Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 118Attachment: Final Plat (11802 : Final Plat - Enbrook)
FILE:19-50-PLT-REV.DWGTECH: JOB CODE:KEVIN GEORGESON DRHJEPPLGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.438016.A.6.cPacket Pg. 119Attachment: Final Plat (11802 : Final Plat - Enbrook)