Agenda 06/14/2022 Item #16A 1 (PL20210002196 - Final Plat of Randall @Orangetree06/14/2022
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 Randall at Orangetree (Application Number PL20210002196), approval
of the standard form Construction and Maintenance Agreement, and approval of the performance
security in the amount of $5,402,069.86.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners ("Board") approve for recording the final
plat of Randall at Orangetree, a subdivision of lands located in Section 22, Township 48 South, Range 27
East, Collier County, Florida, in accordance with the LDC Section 10.02.04.B.4. 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 Randall at Orangetree.
These documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Randall Curve MPUD, Ord. No. 21-42. 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 Randall at Orangetree be approved
for recording.
FISCAL IMPACT: The project cost is $4,910,972.60 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,254,078.70
b) Drainage, Paving, Grading $3,656,893.90
The Security amount, equal to 110% of the
project cost, is $5,402,069.86
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: $148,839.17
16.A.1
Packet Pg. 346
06/14/2022
The Review Fees are based on a construction estimate of $4,910,972.60, and were paid in November,
2021.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,510.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 9,405.59
c) Drainage, Paving, Grading
(.75% const. est.) $27,426.70
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $28,216.77
e) Drainage, Paving, Grading
(2.25% const. est.) $82,280.11
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. --
DDP
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Randall at
Orangetree (Application Number PL20210002196) for recording with the following stipulations:
1. Approve the amount of $5,402,069.86 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.1
Packet Pg. 347
06/14/2022
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
16.A.1
Packet Pg. 348
06/14/2022
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.1
Doc ID: 22055
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 Randall at Orangetree (Application Number PL20 210002196),
approval of the standard form Construction and Maintenance Agreement, and approval of the
performance security in the amount of $5,402,069.86.
Meeting Date: 06/14/2022
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
04/27/2022 4:33 PM
Submitted by:
Title: Environmental Specialist – Growth Management Department
Name: Jaime Cook
04/27/2022 4:33 PM
Approved By:
Review:
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 04/28/2022 10:19 AM
Growth Management Operations & Regulatory Management Kenneth Kovensky Additional Reviewer Completed 04/28/2022 11:17 AM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 04/28/2022 11:26 AM
Growth Management Department Diane Lynch Growth Management Department Completed 04/29/2022 5:47 PM
Growth Management Department Jaime Cook Additional Reviewer Completed 05/10/2022 12:08 PM
Growth Management Department James C French Growth Management Completed 05/10/2022 3:15 PM
Growth Management Department Trinity Scott Transportation Completed 05/10/2022 3:56 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 05/24/2022 11:47 PM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 05/25/2022 8:59 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 05/25/2022 11:19 AM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 05/26/2022 1:12 PM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 05/27/2022 4:27 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 06/14/2022 9:00 AM
16.A.1
Packet Pg. 349
RANDALL AT ORANGETREE
LOCATION MAP
16.A.1.a
Packet Pg. 350 Attachment: Location Map (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By:AA Date:10/7/2021
Checked By:DW Date:10/7/2021
Calculation Summary TOTAL
Earthwork 947,469.90$
Paving 1,193,765.25$
Drainage 780,183.75$
Sanitary Collection System 1,082,559.70$
Potable Water 171,519.00$
Miscellaneous 735,475.00$
TOTAL 4,910,972.60$
Earthwork, Paving, Drainage,Landscape and Lighting, Irrigation and Misc.TOTAL O.P.C 3,656,893.90
Potable Water and Sanitary Sewer TOTAL O.P.C 1,254,078.70
Estimated 110% Bond Amount 5,402,069.86
NOTES:
1)
2)
3)
4)
5)
6)
This cost estimate does not include the cost of any building construction.
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
The Opinion of Probable Cost is based on Peninsula Engineering's understanding of the current rules, regulations, ordinances, and construction costs in effect on the date of this
document. Interpretations of these construction costs may affect this Opinion of Probable Cost and may require adjustments to delete, decrease, or increase portions of this Opinion of
Probable Cost.
This Opinion of Probable Cost shall be used for applicable Review Fee Calculation Purposes only.
All costs provided in this OPC are based on recent contract prices, or the Engineers’ latest known unit costs. These costs cannot be guaranteed at this time due to unpredictable and
uncontrollable increases in the cost of concrete, petroleum, etc. or the availability of materials and labor.
FL Registration #60746
Daniel F Waters, P.E.
Peninsula Engineering FL CA No. 28275
This cost estimate assumes dry utilities (power, cable and telephone) will be installed at no- cost to the developer.
Review Fees for lake excavation provided in separate Review Fee, with the lake exvacation permit.
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Submittals\County\PPL Application\Sub 2\Working\Dan Review\Randall_Curve_OPC for Fee Calc.xlsx 1 of 1
Digitally signed by
Daniel F Waters
Date: 2022.04.27
16:12:51 -04'00'
16.A.1.b
Packet Pg. 351 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EW-1 Clearing 37.3 AC 4,500.00$ 167,850.00$
EW-2 Silt Fence (Single Row) 13,462 LF 1.50$ 20,193.00$
EW-3 Turbidity Barrier 434 LF 35.00$ 15,190.00$
EW-4 Lake Excavation (Clean Fill, 5' deep) (2) 47,979 CY -$ -$
EW-5 Lake Excavation (Rock 7' depth) (2) 21,812 CY -$ -$
EW-6 Site Embankment (Import Fill) 33,000 CY 10.00$ 330,000.00$
EW-7 Rock Processing 21,812 CY 3.45$ 75,251.40$
EW-8 Finish Grading 1 LS 30,000.00$ 30,000.00$
EW-9 Preserve and Littoral Signage 1 LS 4,500.00$ 4,500.00$
EW-10 NPDES Maintenance and Monitoing 18 MONTH 450.00$ 8,100.00$
EW-11 Sod - Lake and Detention Areas 7000 SY 7.55$ 52,850.00$
EW-12 Sod - Common Areas (ROWs and DEs) 11750 SY 7.55$ 88,712.50$
EW-13 Immokalee RD Sidewalk- Finish Grading 1 LS 15,000.00$ 15,000.00$
EW-14 Immokalee RD Sidewalk- Import Fill 4000 CY 10.00$ 40,000.00$
EW-15 Sod - Immokalee RD 6500 SY 7.55$ 49,075.00$
EW-16 Parcel Seed and Mulch (Parcels Less PUE & Buffer) 57,000 SY 0.54$ 30,780.00$
EW-17 Rip-Rap 192 SY 104.00$ 19,968.00$
EW-18
EW-19
EW-20
EW-21
EW-22
EW-23
EW-24
SUB-TOTAL EARTHWORK = 947,469.90$
Assumptions:
1 Import fill costs assume 35% compaction loss of volume of imported fill upon placement
2 Lake excavation cost arte included in bond for excavation permit.
3 Lake excavation is assumed to be to a depth of 12 feet below control elevation
4 Based on soil borings, The top pf rpck layer is assumed to be 5 feet below control elevation
5 Fill volumes assume a six inch loss to clearing and grubbing.
6 Fill Volumes include core roadway, commercial parcels (excluding the county parcel), and perimeter berms, the residential site is not included.
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 2 of 7
16.A.1.b
Packet Pg. 352 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 3/4" Asphaltic Concrete Type S-III (First Lift Onsite) 7,217 SY 8.70$ 62,787.90$
PAV-2 3/4" Asphaltic Concrete Type S-III (Second Lift Onsite) 7,217 SY 8.70$ 62,787.90$
PAV-3 8" Limerock Base (Onsite) 8,859 SY 15.85$ 140,415.15$
PAV-4 12" Stabilized Subgrade (Onsite) 9,183 SY 2.60$ 23,875.80$
PAV-5 ADA Ramp (Includes Detectible Warning Mat) 18 EA 450.00$ 8,100.00$
PAV-6 Signing and Striping 1 LS 22,500.00$ 22,500.00$
PAV-7 Blue Reflectors 10 EA 65.00$ 650.00$
PAV-8 Type "F" Curb (Pitch-out) 987 LF 20.00$ 19,740.00$
PAV-9 Type F Curb and Gutter 4,254 LF 20.00$ 85,080.00$
PAV-10 2' Valley Gutter 64 LF 18.00$ 1,152.00$
PAV-11 4' Valley Crossing 397 LF 25.00$ 9,925.00$
PAV-12 Right Turnlane 1 LS 250,000.00$ 250,000.00$
PAV-13 Left Turnlane Extension 1 LS 225,000.00$ 225,000.00$
PAV-14 Internal Concrete Sidewalk (4" Thickness) 23,491 SF 4.50$ 105,709.50$
PAV-15 Immokalee Road Sidewalk (6" Thickness) 17,388 SF 6.00$ 104,328.00$
PAV-16 4th Street NE Sidewalk (6" Thickness) 11,419 SF 6.00$ 68,514.00$
PAV-17 Temp. Limerock Turnaround 2 LS 1,600.00$ 3,200.00$
PAV-18
PAV-19
PAV-20
PAV-21
PAV-22
PAV-23
PAV-24
SUB-TOTAL PAVING = 1,193,765.25$
Assumptions:
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 3 of 7
16.A.1.b
Packet Pg. 353 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 18" RCP 427 LF 60.00$ 25,620.00$
DRA-2 24" RCP 1,310 LF 80.00$ 104,800.00$
DRA-3 30" RCP 204 LF 110.00$ 22,440.00$
DRA-4 36" RCP 783 LF 135.00$ 105,705.00$
DRA-5 48" RCP 1,165 LF 180.00$ 209,700.00$
DRA-6 Junction Box 21 EA 4,500.00$ 94,500.00$
DRA-7 Control Structure 2 EA 6,500.00$ 13,000.00$
DRA-8 Grate Inlet 2 EA 4,500.00$ 9,000.00$
DRA-9 Type 9 Curb Inlet 16 EA 5,500.00$ 88,000.00$
DRA-10 Ditch Bottom Inlet Type "H" 2 EA 7,500.00$ 15,000.00$
DRA-11 Ditch Bottom Inlet Type "D" 3 EA 5,000.00$ 15,000.00$
DRA-12 Flared End (48" RCP) 1 EA 4,500.00$ 4,500.00$
DRA-13 Rock Excavation 972 LF 75.00$ 72,918.75$
DRA-14
DRA-15
DRA-16
DRA-17
DRA-18
DRA-19
DRA-20
DRA-21
DRA-22
DRA-23
DRA-24
SUB-TOTAL DRAINAGE = 780,183.75$
Assumptions:
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 4 of 7
16.A.1.b
Packet Pg. 354 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
SANITARY COLLECTION SYSTEM
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SS-1 8" PVC Gravity Sewer Main (0-6' Depth) 337 LF 45.00$ 15,165.00$
SS-2 8" PVC Gravity Sewer Main (6-8' Depth) 92 LF 55.00$ 5,060.00$
SS-3 8" PVC Gravity Sewer Main (8-10' Depth) 496 LF 75.00$ 37,200.00$
SS-4 8" PVC Gravity Sewer Main (10-12' Depth) 261 LF 80.00$ 20,880.00$
SS-5 8" PVC Gravity Sewer Main (12-14' Depth) 157 LF 95.00$ 14,915.00$
SS-6 10" PVC Gravity Sewer Main (10-12' Depth) 154 LF 120.00$ 18,480.00$
SS-7 10" PVC Gravity Sewer Main (12-14' Depth) 595 LF 135.00$ 80,325.00$
SS-8 12" PVC Gravity Sewer Main (14-16' Depth) 57 LF 150.00$ 8,550.00$
SS-9 4' Sanitary Sewer Manhole (6-8' Depth) 4 EA 8,082.10$ 32,328.40$
SS-10 4' Sanitary Sewer Manhole (8-10' Depth) 3 EA 7,500.00$ 22,500.00$
SS-11 4' Sanitary Sewer Manhole (10-12' Depth) 2 EA 10,750.00$ 21,500.00$
SS-12 4' Sanitary Sewer Manhole (12-14' Depth) 4 EA 14,033.50$ 56,134.00$
SS-13 4' Sanitary Sewer Manhole (14-16' Depth) 3 EA 17,162.60$ 51,487.80$
SS-14 4' Sanitary Sewer Drop Manhole (12-14' Depth) 2 EA 20,500.00$ 41,000.00$
SS-15 6" Sanitary Sewer Service 15 EA 2,250.00$ 33,750.00$
SS-16 6" PVC Force Main (C900, DR-14) 281 LF 35.00$ 9,835.00$
SS-17 6" PVC Force Main (C900, DR-18) 861 LF 35.00$ 30,135.00$
SS-18 6" Plug Valve 1 EA 4,500.00$ 4,500.00$
SS-19 16" x 6" Hot Tap Existing Force Main 1 LS 8,500.00$ 8,500.00$
SS-20 Television Inspection 2,149 LF 6.50$ 13,968.50$
SS-21 Testing 1 LS 3,000.00$ 3,000.00$
SS-22 Pump Station 1 LS 500,000.00$ 500,000.00$
SS-23 Rock Excavation 711 LF 75.00$ 53,346.00$
SS-24
SUB-TOTAL SANITARY COLLECTION SYSTEM = 1,082,559.70$
Assumptions:
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 5 of 7
16.A.1.b
Packet Pg. 355 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PW-1 8" PVC WATER MAIN (C900, DR-14) 38 LF 18.00$ 684.00$
PW-2 8" PVC WATER MAIN (C900, DR-18) 1,746 LF 16.00$ 27,936.00$
PW-3 10" PVC WATER MAIN (C900, DR-14)23 LF 20.00$ 460.00$
PW-4 10" PVC WATER MAIN (C900, DR-18)283 LF 18.00$ 5,094.00$
PW-5 12" PVC WATER MAIN (C900, DR-14) 361 LF 24.00$ 8,664.00$
PW-6 12" PVC WATER MAIN (C900, DR-18) 223 LF 22.00$ 4,906.00$
PW-7 8" GATE VALVE 9 EA 1,300.00$ 11,700.00$
PW-8 10" GATE VALVE 1 EA 1,550.00$ 1,550.00$
PW-9 12" GATE VALVE 5 EA 1,800.00$ 9,000.00$
PW-10 FIRE HYDRANT ASSEMBLY (COMPLETE)* 10 EA 3,573.00$ 35,730.00$
PW-11 8" TEMPORARY BLOW-OFF 4 EA 2,005.00$ 8,020.00$
PW-12 12" TEMPORARY BLOW-OFF 1 EA 2,500.00$ 2,500.00$
PW-13 12" x 36" WATER MAIN HOT TAP 1 LS 12,000.00$ 12,000.00$
PW-14 10" x 36" WATER MAIN HOT TAP 1 LS 12,000.00$ 12,000.00$
PW-15 TESTING 1 LS 2,500.00$ 2,500.00$
PW-16 PERMANENT BACTERIAL SAMPLE POINTS 1 EA 1,900.00$ 1,900.00$
PW-17 TEMPORARY BACTERIAL SAMPLE POINTS 5 EA 175.00$ 875.00$
PW-18 1-1/2" SINGLE WATER SERVICE (LONG SIDE) 1 EA 1,000.00$ 1,000.00$
PW-19 AUTOMATIC FLUSHING DEVICE 2 EA 2,500.00$ 5,000.00$
PW-20 TEMP BACKFLOW PREVENTER 1 EA 7,500.00$ 7,500.00$
PW-21 AIR RELEASE VALVE 5 EA 2,500.00$ 12,500.00$
PW-22
PW-23
PW-24
SUB-TOTAL POTABLE WATER = 171,519.00$
Assumptions:
* Fire Hydrant Assembly (Complete) includes gate valve at hydrant.
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 6 of 7
16.A.1.b
Packet Pg. 356 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
Project:
Task:
Prepared By: AA Date: 10/7/2021
Checked By: DW Date: 10/7/2021
MISCELLANEOUS
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
MSC-1 LIGHTING (ALLOWANCE) 1 LS 85,000.00$ 85,000.00$
MSC-2 PRESERVE AND LITTORAL SIGNAGE 1 LS 4,500.00$ 4,500.00$
MSC-3 Irrigation Well and Pump 1 LS 75,000.00$ 75,000.00$
MSC-4 Irrigation Main and Control Wire 1 LS 150,000.00$ 150,000.00$
MSC-5 Code Minimum Landscaping 1 LS 325,000.00$ 325,000.00$
MSC-6 Chainlink Fence 1,075 LF 25.00$ 26,875.00$
MSC-7 Preserve Area Exotic Removal 6.6 ACRES 7,000.00$ 46,200.00$
MSC-8 Preserve Exotic Treatment and Miscellaneous Mowing 1 LS 13,000.00$ 13,000.00$
MSC-9 Preserve Area Replanting 6.6 ACRES 1,500.00$ 9,900.00$
MSC-10
MSC-11
MSC-12
MSC-13
MSC-14
MSC-15
MSC-16
MSC-17
MSC-18
MSC-19
MSC-20
MSC-21
MSC-22
MSC-23
MSC-24
SUB-TOTAL MISCELLANEOUS = 735,475.00$
Assumptions:
THE RANDALL AT ORAGETREE
PERMIT AND INSPECTION FEES OPC
P:\Active_Projects\P-DAGP-002\002_Randall_Curve_PPL\Budgets\Cost_Estimates\OPC\OPC_Fee Calc_Rev01\Randall_Curve_OPC for Fee Calc.xlsx 7 of 7
16.A.1.b
Packet Pg. 357 Attachment: Opinion of Probable Cost (22055 : Final Plat - Randall at Orangetree)
••Digitally signed by Lance T Miller, PSM #5627 DN: cn=Lance T Miller, PSM #5627, o=and the signature must be verified on any electronic copies. SHA-1 authentication code must be verified on any electronic copies., ou=Digitally signed and sealed using a SHA-1 authentication code; and Printed copies of this document are not considered signed and sealed, email=lance.miller@stantec.com, c=US Date: 2022.05.12 12:54:56 -04'00' Adobe Acrobat version: 2022.001.2011716.A.1.cPacket Pg. 358Attachment: Plat Map (22055 : Final Plat - Randall at Orangetree)
16.A.1.cPacket Pg. 359Attachment: Plat Map (22055 : Final Plat - Randall at Orangetree)
16.A.1.cPacket Pg. 360Attachment: Plat Map (22055 : Final Plat - Randall at Orangetree)
16.A.1.cPacket Pg. 361Attachment: Plat Map (22055 : Final Plat - Randall at Orangetree)
16.A.1.cPacket Pg. 362Attachment: Plat Map (22055 : Final Plat - Randall at Orangetree)