Agenda 10/10/2017 Item #16A 110/10/2017
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 Hadley Place West, (Application Number 20160002629) 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 Hadley Place West, a subdivision of lands located in Section 34, Township 49 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 Hadley Place West.
These documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the MAC PUD, Ord. 05-50, 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 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 Hadley Place West be approved for
recording.
FISCAL IMPACT: The project cost is $562,585.55 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $145,099.00
b) Drainage, Paving, Grading $417,486.55
The Security amount, equal to 110% of the
project cost, is $618,844.11
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: $17,931.57
10/10/2017
The Fees are based on a construction estimate of $562,585.55 and were paid in April, 2017.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,054.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 1,088.24
c) Drainage, Paving, Grading
(.75% const. est.) $ 3,131.15
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 3,264.73
e) Drainage, Paving, Grading
(2.25% const. est.) $ 9,393.45
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.
This item has been approved as to form and legality, and requires a majority vote for Board approval -
SAS
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Hadley Place
West (Application Number PL20160002629) for recording with the following stipulations:
1. Approve the amount of $618,844.11 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: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
10/10/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.1
Doc ID: 3561
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 Hadley Place West, (Application Number 20160002629) approval
of the standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
Meeting Date: 10/10/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
08/14/2017 8:53 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
08/14/2017 8:53 AM
Approved By:
Review:
Growth Management Department Michael Cox Deputy Department Head Review Skipped 09/20/2017 5:49 PM
Growth Management Department John Houldsworth Department Head Review Skipped 08/14/2017 8:53 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/16/2017 6:31 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 08/16/2017 5:02 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 08/24/2017 3:52 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 08/25/2017 4:00 PM
Growth Management Department James French Additional Reviewer Completed 08/28/2017 5:45 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 09/01/2017 1:34 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/05/2017 11:18 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/07/2017 3:32 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 09/28/2017 10:04 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 10/01/2017 9:16 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/10/2017 9:00 AM
DEDICATIONS/RESERVATIONS
STATE OF FLORIDA
COUNTY OF COLLIER
KNOW ALL MEN BY THESE PRESENTS, THAT D.R. HORTON, INC., THE OWNER OF THE LANDS DESCRIBED HEREON, HAVE CAUSED
THIS PLAT ENTITLED HADLEY PLACE WEST TO BE MADE AND DO HEREBY:
A. DEDICATE TO THE HADLEY PLACE HOMEOWNER ASSOCIATION, INC.:
1. TRACT RD -1 AS A PRIVATE ROAD RIGHT-OF-WAY (R.O.W.) (HADLEY STREET WEST, TWINNING STREET, HADLEY PLACE
WEST) SUBJECT TO THE EASEMENTS DEPICTED HEREON (R/W, D.E., A.E., I.E., P.U.E., AND C.U.E.) WITH RESPONSIBILITY
FOR MAINTENANCE.
2. ALL DRAINAGE EASEMENTS (D.E.) FOR STORMWATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
3. ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
4. ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
5. ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
6. ALL IRRIGATION EASEMENTS (I.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
7. TRACT LK -1 AS A LAKE FOR DRAINAGE AND STORMWATER MANAGEMENT PURPOSES INCLUDING INSTALLATION AND
MAINTENANCE OF THOSE RESPECTIVE FACILITIES.
8. TRACTS OS -1, OS -2 AND OS -3 AS OPEN SPACE AREA FOR THE PURPOSES OF DRAINAGE, LANDSCAPING, SIGNAGE,
WATER MANAGEMENT, SUBJECT TO THE EASEMENTS THEREON, WITH RESPONSIBILITY FOR MAINTENANCE.
9. TRACT CE -1 AS A PRESERVE TRACT. ALL PRESERVE TRACTS ARE DEDICATED AS COMMON AREAS WITH PERPETUAL
RESPONSIBILITY FOR MAINTENANCE. THE PRESERVE TRACTS MAY IN NO WAY BE ALTERED FROM THEIR NATURAL OR
PERMITTED STATE. ACTIVITIES PROHIBITED WITHIN THE PRESERVE AREAS INCLUDE, BUT ARE NOT LIMITED TO:
CONSTRUCTION OR PLACING OF BUILDINGS ON OR ABOVE THE GROUND; DUMPING OR PLACING SOIL OR OTHER
SUBSTANCES SUCH AS TRASH; REMOVAL OR DESTRUCTION OF TREES, SHRUBS OR OTHER VEGETATION WITH THE
EXCEPTION OF EXOTIC / NUISANCE VEGETATION REMOVAL; EXCAVATION, DREDGING OR REMOVAL OF SOIL MATERIAL;
DIKING OR FENCING; ANY OTHER ACTIVITIES DETRIMENTAL TO DRAINAGE, FLOOD CONTROL ,WATER CONSERVATION, EROSION
CONTROL, OR FISH AND WILDLIFE HABITAT CONSERVATION OR PRESERVATION.
B. DEDICATE TO COLLIER COUNTY:
1. A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT RD -1 FOR USE BY GOVERNMENT VEHICLES N
THE EXECUTION OF THEIR DUTIES, INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT
SERVICE, AND UTILITY SERVICE, SUBJECT TO THE EASEMENTS DEDICATED AND SHOWN HEREON WITHOUT RESPONSIBILITY
FOR MAINTENANCE.
2. ALL DRAINAGE EASEMENTS (D.E.) AS SHOWN HEREON WITHOUT RESPONSIBILITY FOR MAINTENANCE.
3. ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN HEREON WITHOUT RESPONSIBILITY FOR MAINTENANCE.
4. TRACT CE -1 WITHOUT RESPONSIBILITY FOR MAINTENANCE AND SUBJECT TO THE CONDITIONS OF THE DEDICATION N
PARAGRAPH A.9 ABOVE.
C. DEDICATE TO COLLIER COUNTY WATER -SEWER DISTRICT:
1. 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, WITH NO RESPONSIBILITY, TO INSTALL THE CCWSD'S
CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE
EASEMENT AREA; AND
2. 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 (200431), 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,
D. DEDICATE TO COLLIER COUNTY, IT'S FRANCHISEES, AND THE GREATER NAPLES FIRE RESCUE DISTRICT:
A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT RD -1 FOR THE PURPOSE OF PERMITTING
EMERGENCY AND OTHER SERVICE VEHICLES ACCESS, WITHOUT RESPONSIBILITY FOR MAINTENANCE.
E. DEDICATE TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES:
1. DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) AS SHOWN ON THIS PLAT FOR PUBLIC UTILITY
PURPOSES, INCLUDING CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF THEIR RESPECTIVE FACILITIES,
INCLUDING CABLE TELEVISION SERVICES.
ALL PUBLIC UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS 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. N 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 ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE
COMMISSION.
N WITNESS THEREOF, THE UNDERSIGNED OWNER HAS CAUSED THESE PRESENTS TO BE SIGNED THIS
DAY OF , 2017, A.D.
D.R. HORTON, INC.
WITNESS NAME
BY:
PRINTED NAME
WITNESS NAME
PRINTED NAME
JOHNATHON PENTECOST
DIVISION PRESIDENT
A REPEAT OF ALL OF BLOCKS 1, 3 AND 5 OF
PALM SPRINGS PLAZA. UNIT NO. 1
AS RECORDED IN PLAT BOOK 8, PAGE 21 OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
A SUBDIVISION IN LOCATED IN
SECTION 34, TOWNSHIP 49 SOUTH,
RANGE 26 EAST, COLLIER COUNTY, FLORIDA
PROJECT LOCATION
NOT TO SCALE
ACKNOWLEDGMENT
STATE OF FLORIDA
COUNTY OF COLLIER
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY
OF , 2017, A.D.,
BY: JOHNATHON PENTECOST, DIVISION PRESIDENT OF D.R. HORTON, INC., ON BEHALF OF THE
COMPANY AND IS PERSONALLY KNOWN TO ME OR HAS PRODUCED
AS IDENTIFICATION.
(AFFIX SEAL)
NOTARY PUBLIC SIGNATURE
NAME (TYPED, PRINTED OR STAMPED)
SERIAL NUMBER (IF ANY)
MY COMMISSION EXPIRES:
DESCRIPTION
ALL OF BLOCKS 1, 3 AND 5, PALM SPRINGS PLAZA, UNIT NO. 1, ACCORDING TO THE MAP OR PLAT
THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 21, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID BLOCK 1 THENCE N.00°19'40"W., ON THE WEST LINE OF
SAID PLAT OF PALM SPRINGS PLAZA FOR 755.03 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 5;
THENCE N.89°05'41 "E. ON THE NORTH LINE OF SAID BLOCK 5 FOR 620.34 FEET TO THE NORTHEAST
CORNER OF SAID BLOCK 5, ALSO BEING A POINT ON THE WEST RIGHT-OF-WAY OF PALM SPRINGS
BOULEVARD;
THENCE S.00°21'57"E. ON SAID WEST RIGHT-OF-WAY LINE FOR 730.25 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY 39.03 FEET ALONG THE WEST RIGHT-OF-WAY ALONG A ARC OF A TANGENTIAL
CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 89°27'38" AND
BEING SUBTENDED BY A CHORD WHICH BEARS S.44°21'52"W. FOR 35.19 FEET TO THE SOUTH LINE OF
SAID BLOCK 1;
THENCE S.89°05'41 "W., ON THE SOUTH LINE OF SAID BLOCK 1 FOR 596.08 FEET TO THE POINT OF
BEGINNING OF THE PARCEL DESCRIBED HEREIN;
CONTAINING 468,408 SQUARE FEET OR 10.75 ACRES, MORE OR LESS.
NOTES:
1. ALL DIMENSIONS ARE
IN FEET AND DECIMAL PARTS THEREOF.
2. BEARINGS ARE BASED
ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST
ZONE, NORTH
AMERICAN DATUM OF
1983 (NAD83, 2011 ADJUSTMENT) WHEREIN THE WEST LINE
OF THE EAST
HALF (1/2) OF
SECTION 34, TOWNSHIP 49 SOUTH, RANGE 26
EAST BEARS
SOUTH 0'24'13" EAST.
3. THE SUBJECT PARCEL
CONTAINS 10.75 ACRES, MORE OR LESS.
4. THIS PROJECT LIES WITHIN
THE MAC PUD IN ORDINANCE 05-50, AS AMENDED.
5. PROPERTY SUBJECT
TO "DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
OF
"HADLEY PLACE" AS
RECORDED IN OFFICIAL RECORDS BOOK PAGE
PUBLIC
RECORDS OF COLLIER
COUNTY, FLORIDA.
r -J Eti i
ENGINEERING
THIS INSTRUMENT PREPARED BY
TIMOTHY J. DEVRIES, PSM LS 6758
6610 WILLOW PARK DRIVE, SUITE 200
NAPLES, FLORIDA 34109
PHONE: (239) 597-0575 FAX: (239) 597-0578
FLORIDA CERTIFICATE OF AUTHORIZATION # LB -6952
SHEET 1 OF 2
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS 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 THE COUNTY.
COUNTY APPROVALS:
COUNTY ENGINEER
THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER COUNTY,
FLORIDA, THIS DAY OF , 2017, A.D.
JACK MCKENNA, P.E.
COLLIER COUNTY ENGINEER
COUNTY SURVEYOR
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS
2017, A.D.
MARCUS E. BERMAN, P.S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY ATTORNEY
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS DAY
OF , 2017, A.D.
SCOTT A. STONE
ASSISTANT COUNTY ATTORNEY
COUNTY COMMISSION APPROVAL
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.
PENNY TAYLOR, CHAIRMAN
BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA
FILING RECORD
ATTEST:
DWIGHT E. BROCK
HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES
N FORM WITH THE REQUIREMENTS, OF CHAPTER 177, FLORIDA STATUTES. I FURTHER
CERTIFY THAT SAID PLAT WAS FILED FOR RECORD AT A.M. OR P.M.,
THIS DAY OF , 2017, A.D. AND DULY RECORDED IN PLAT
BOOK , PAGES THROUGH INCLUSIVE, OF THE PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA
DWIGHT E. BROCK, CLERK
CLERK OF CIRCUIT COURT
N AND FOR COLLIER COUNTY, FLORIDA
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM A BOUNDARY SURVEY OF THE
PROPERTY PERFORMED BY ME, OR UNDER MY SUPERVISION, AS PROVIDED N CHAPTER
177.041 FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMENTS
OF CHAPTER 177, PART 1, AS AMENDED, FLORIDA STATUTES. IT IS FURTHER CERTIFIED
THAT ALL PERMANENT REFERENCE MONUMENTS WILL BE SET PRIOR TO THE RECORDING
OF THIS PLAT AND THAT THE PERMANENT CONTROL POINTS AND LOT CORNERS WILL BE
SET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.
=11111111 �'l
TIMOTHY J. DEVRIES, P.S.M., LS#6758
DATE
BOARD OF COUNTY
COMMISSIONERS
CLERK'S SEAL
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SURVEYOR'S SEAL
A REPEAT OF ALL OF BLOCKS 1, 3 AND 5 OF
PALM SPRINGS PLAZA, UNIT NO. 1
AS RECORDED IN PLAT BOOK 8, PAGE 21 OF THE
PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA.
A SUBDIVISION IN LOCATED IN
SECTION 34, TOWNSHIP 49 SOUTH,
RANGE 26 EAST, COLLIER COUNTY, FLORIDA
4
BLOCK 1
PALM SPRINGS
VILLAGE
SHERWOOD, A CONDOMINIUM UNIT NO. 1
OR 2091, PAGE 1 PLAT BOOK 8, PAGE 23
N89°05'41 "E 620.34'
A.
L4 580.34'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD
Cl
39.03'
25.00'
89°27'38"
S44°21'52"W
35.19'
C2
39.27'
25.00'
90°00'00"
S44°38'03"W
35.36'
C3
26.75'
25.00'
61 ° 18'52"
N30'1 7'29"E
25.50'
C4
12.52'
25.00'
28°41'07"
N75'1 7'29"E
12.39'
C5
39.27'
25.00'
90°00'00"
N45°21'57"W
35.36'
C6
39.27'
25.00'
90°00'00"
S44°38'03"W
35.36'
C7
39.27'
25.00'
90°00'00"
S45°21 '57"E
35.36'
C8
12.52'
25.00'
28°41'07"
N76°01'24"W
12.39'
C9
26.75'
25.00'
61 ° 18'53"
N31 °01 '24"W
25.50'
C10
39.27'
25.00'
90°00'00"
S44°38'03"W
35.36'
C11
12.52'
25.00'
28°41'07"
N75'1 7'29"E
12.39'
C12
26.75'
25.00'
61 ° 18'53"
N30'1 7'29"E
25.50'
C13
39.27'
25.00'
90°00'00"
N45°21'57"W
35.36'
C14
39.27'
25.00'
90°00'00"
N44°38'03"E
35.36'
C15
39.27'
25.00'
90°00'01"
S45'2 1'58"E
35.36'
C16
12.52'
25.00'
28°41'08"
N76°01'24"W
12.39'
C17
26.75'
25.00'
61 ° 18'53"
N31 °01 '24"W
25.50'
C18
15.61'
10.00'
89°27'38"
N44°21'52"E
14.08'
LINE TABLE
LINE
BEARING
LENGTH
L1
N22°08'03"E
36.79'
L2
S08'1 9'33"E
20.19'
L3
N00°21'58"W
3.70'
L4
N89°05'41 "E
30.00'
L5
N89°04'43"E
10.00'
L6
N67°08'03"E
36.79'
L7
N67°51'58"W
30.06'
L8
N89°05'41 "E
5.00'
E9
N00°54'19"W
15.00'
L10
N89°38'02"E
20.00'
L11
N89°38'03"E
3.00'
�6
!_Jl TRACT CE -1
(PRESERVE TRACT) J
�MM
e W
O
O
U)
u� Lo ro
� N
TRACT OS -1
N I__
30' P.U.E. (O.S., D.E.,_nrl-
o
AND A.E.) N89°38 03 E O
1 160.84'
z
3
N89°38'03"E 323.76'
TRACT LK -1
(LAKE, E.M.E.,
D.E. AND I.E.)
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ENGINEERING
THIS INSTRUMENT PREPARED BY
TIMOTHY J. DEVRIES, PSM LS 6758
6610 WILLOW PARK DRIVE, SUITE 200
NAPLES, FLORIDA 34109
PHONE: (239) 597-0575 FAX: (239) 597-0578
FLORIDA CERTIFICATE OF AUTHORIZATION # LB -6952
1
L5 j
00 "
N Ln
O �
0
L10
10' E.B.E.
i� "Ln 0 I
O
N�0-)
O � N
FTRACT OS -3
(0.S., D.E.,
AND A.E.)
N89°38'03"E 155.0' L3
25.00' 25. CLO' 50.10 50.10' N89°38'02"E 41 6.80' I
I" 55.10' ' 54.10' 54.10' 50.10' 50.10' 50.10'
o S89°38'03"W 7.5' ---1I I Ll1 80.00'
10 Ln 105.00' 1 10 o0 7.5' z 1
Ln Lo _
1.32' z 1-" ice" ice" Fes_ i o�-
S89°3803W r n ono ono �n00 �0 `no �n0 N6,
l 105.00 1 0 I - gyri F gyri ori uri N o ori ori o
42 "No 41 No 40 `"0 39 `"0 38 0� 37 No 36 `"o 3500 1
10 2 0 rq 0 00� 00� 00� to zz 00� oo� z� 10' L.B.E.
OL"
oz z z z �z If 15' D.E. o z z C3
10' P.U.E. Lo D
I I"' 1.28' I m I I -�-- C4 I QIP
S89°38'03"W-- - - - - - -- - --�-I- ---- - -
0 105.00' U �' 35.10' 50.10' 50.10' 54.10' 54.10' 50.10' 50.10' 38.10' w �
0 10' L.B.E. Io I S S89°38'03"W 376.80' n C2 0 `n p 0
N 0 3 0 _ _TRACT RD -1 _ HADLEY STREET _WEST _ `� _ _ `�
_ �n 0 m �
N _
00 O I� O (R/W, A.E., I.E., C.U.E., S89°38'03"W 451.80' - O �I�
W 0 w I� S89°38'03"W , w P.U.E. AND D.E.) `n C15 0 w
w Q Ln 105.00 ,�� �� N89°38'03"E 376.80' N Ln � w
g m w l0 1 .25' 0 w rn G 35.10' - 50.10' - - 50.10' -54.10' 54 10' - 50.10' 50.10'- 38.10' �
cnl -- -- --1 -I--- r
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LEGEND
A.E. = ACCESS EASEMENT
C.U.E. = COUNTY UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
DESC. = DESCRIPTION
FD. = FOUND
I.E. = IRRIGATION EASEMENT
LB = LICENSED BUSINESS
L.B.E. = LANDSCAPE BUFFER EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
O.S. = OPEN SPACE
O.R. = OFFICIAL RECORDS BOOK
PPSB = PRINCIPLE PRESERVE SETBACK
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P.U.E. = PUBLIC UTILITY EASEMENT
PB = PLAT BOOK
PG = PAGE
R/W = RIGHT-OF-WAY
(NR) = NON -RADIAL
U.E. = UTILITY EASEMENT
CH = CHORD LENGTH
CB = CHORD BEARING
L = ARC LENGTH
R = RADIUS
A = DELTA ANGLE
• = PERMANENT REFERENCE MONUMENT
SET 5/8" IRON PIN WITH CAP STAMPED "PRM LB 6952"
= PERMANENT CONTROL POINT
SET NAIL WITH DISK STAMPED "PCP LB 6952"
0 = FOUND NAIL
FOUND NAIL
SOUTH 1/4 CORNER OF
SECTION 34, TOWNSHIP 49
SOUTH, RANGE 26 EAST
S89°05'41 "W
725.19'
1*
EAST LINE OF THE WEST
pi HALF OF SECTION 34,
to
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RWA, Inc.
6610 Willow Park Drive, Ste 200
Naples, Florida 34109
4983 Royal Gulf Circle
Fort Myers, Florida 33966
Phone: (239) 597-0575
Fax: (239) 597-0578
6/28/2017
3:03 PM
(S)SANITARY SEWER SUB-TOTAL $68,599.00
(W)POTABLE WATER SUB-TOTAL $76,500.00
ESTIMATED UTILITY CONSTRUCTION COST $145,099.00
(D)STORM DRAINAGE SUB-TOTAL $126,995.00
(P)PAVING AND GRADING SUB-TOTAL $207,272.75
(L)LANDSCAPING SUB-TOTAL $83,218.80
ESTIMATED SITE CONSTRUCTION COST $417,486.55
Due at
Submittal
Due at
Permit
Approval
$1,088.24
$3,264.73
$3,131.15
$9,393.45
$4,219.39 $12,658.18
Note:
Michael C. Pappas, P.E. #60910
0.75% for Construction Document Review
2.25% for Construction Inspection
PPL Fee Calculations for Utility Construction
PPL Fee Calculations for Site Construction
0.75% for Construction Document Review
2.25% for Construction Inspection
TOTAL PPL FEE BASED ON OPC
2. Landscaping Cost Estimate provided by LandConsult, LLC signed and sealed by James McCord, RLA.
State of Florida Business Certificate No. EB-0007663
Hadley Place West
Engineer's Opinion of Probable Costs
SUMMARY
1. This Engineer's Opinion of Probable Cost represents the estimated cost for constructing the above listed
infrastructure for Hadley Place West (RWA, Inc. File No. 130019.02.00 dated 03/28/17).
K:\2013\130019.02.00 Hadley Place – PUD, ERP, PPL\008 Civil Engineering Design, Construction Plans & TS\West\Calculations\Quantities\2017-06-13 OPC
Sanitary Sewer
6/28/2017
3:03 PM
Project: Hadley Place West
Date: April 12, 2017
Estimated By: David Poteete
Checked By: Joel Blikstad
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT
COST TOTAL
S-1 8" PVC Sanitary Sewer Main (0'-6' Cut)LF 665 $24.00 $15,960.00
S-2 8" PVC Sanitary Sewer Main (6'-8' Cut)LF 437 $32.00 $13,984.00
S-3 4' Diameter Manhole (0'-6' Depth)EA 2 $4,500.00 $9,000.00
S-4 4' Diameter Manhole (6'-8' Depth)EA 2 $5,400.00 $10,800.00
S-5 Drop Manhole Connection EA 1 $1,300.00 $1,300.00
S-6 Single Sewer Lateral EA 2 $650.00 $1,300.00
S-7 Double Sewer Lateral EA 18 $750.00 $13,500.00
S-8 Television Inspection LF 1,102 $2.50 $2,755.00
Sanitary Sewer Sub-Total $68,599.00
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
K:\2013\130019.02.00 Hadley Place – PUD, ERP, PPL\008 Civil Engineering Design, Construction Plans & TS\West\Calculations\Quantities\2017-06-13 OPC
Potable Water
6/28/2017
3:03 PM
Project: Hadley Place West
Date: April 12, 2017
Estimated By: David Poteete
Checked By: Joel Blikstad
POTABLE WATER
DESCRIPTION UNIT QUANTITY UNIT
COST TOTAL
W-1 6" PVC Water Main (C-900, DR 18, PC150)LF 1,225 $22.00 $26,950.00
W-2 6" PVC Water Main (C-900, DR 14, PC150)LF 92 $25.00 $2,300.00
W-3 6" Gate Valve w/Box EA 3 $1,400.00 $4,200.00
W-4 Fire Hydrant Assembly w/Valve EA 2 $4,200.00 $8,400.00
W-5 Relocate Fire Hydrant EA 1 $3,500.00 $3,500.00
W-6 Automatic Flushing Device EA 1 $4,200.00 $4,200.00
W-7 Permanent Sample Point EA 1 $2,500.00 $2,500.00
W-8 Single Water Service EA 24 $700.00 $16,800.00
W-9 Double Water Service EA 9 $850.00 $7,650.00
Potable Water Sub-Total $76,500.00
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
K:\2013\130019.02.00 Hadley Place – PUD, ERP, PPL\008 Civil Engineering Design, Construction Plans & TS\West\Calculations\Quantities\2017-06-13 OPC
Storm Drainage
6/28/2017
3:03 PM
Project: Hadley Place West
Date: April 12, 2017
Estimated By: David Poteete
Checked By: Joel Blikstad
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT
COST TOTAL
D-1 10" Yard Drain Pipe LF 462 $18.00 $8,316.00
D-2 15" RCP LF 291 $24.00 $6,984.00
D-3 24" RCP LF 381 $48.00 $18,288.00
D-4 14" x 23" ERCP LF 139 $45.00 $6,255.00
D-5 30" RCP LF 168 $64.00 $10,752.00
D-6 36" RCP LF 284 $75.00 $21,300.00
D-7 48" RCP LF 24 $100.00 $2,400.00
D-8 48" Double Headwall EA 1 $4,000.00 $4,000.00
D-9 3' x 4' Valley Gutter Inlet EA 6 $3,200.00 $19,200.00
D-11 Type 'C' Inlet EA 2 $2,000.00 $4,000.00
D-12 Type 'D' Inlet EA 2 $2,600.00 $5,200.00
D-13 Yard Drain EA 4 $800.00 $3,200.00
D-14 4' x 4' Grate Inlet EA 1 $3,200.00 $3,200.00
D-16 4' x 4' Junction Box/Inlet EA 1 $3,200.00 $3,200.00
D-17 24" FES EA 1 $1,200.00 $1,200.00
D-18 30" FES EA 1 $1,500.00 $1,500.00
D-19 14" x 23" MES EA 4 $2,000.00 $8,000.00
Storm Drainage Sub-Total $126,995.00
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
K:\2013\130019.02.00 Hadley Place – PUD, ERP, PPL\008 Civil Engineering Design, Construction Plans & TS\West\Calculations\Quantities\2017-06-13 OPC
Paving & Grading
6/28/2017
3:03 PM
Project: Hadley Place West
Date: April 12, 2017
Estimated By: David Poteete
Checked By: Joel Blikstad
PAVING AND GRADING
DESCRIPTION UNIT QUANTITY UNIT
COST TOTAL
P-1 12" Stabilized Subgrade (LBR 40)SY 4,156 $2.50 $10,390.00
P-2 8" Limerock Base (LBR 100)SY 3,293 $8.50 $27,990.50
P-3 3/4" Type S-III ACSC (First Lift)SY 3,277 $4.75 $15,565.75
P-4 3/4" Type S-III ACSC (Final Lift)SY 3,277 $6.00 $19,662.00
P-5 2' Concrete Valley Gutter LF 2,549 $10.00 $25,490.00
P-7 5' Sidewalk LF 3,998 $13.00 $51,974.00
P-8 Sod (2' Strip behind pavement or curb)SY 640 $2.70 $1,728.00
P-9 Signing and Striping LS 1 $3,000.00 $3,000.00
P-10 ADA Mats EA 8 $500.00 $4,000.00
P-11 Retaining Wall LF 529 $35.00 $18,515.00
P-12 Staked Silt Fence LF 2,686 $1.25 $3,357.50
P-13 Street Lights EA 11 $2,000.00 $22,000.00
P-14 Swale Construction LF 1,200 $3.00 $3,600.00
Paving and Grading Sub-Total $207,272.75
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs