Grande Pines Community Development District

Agenda September 19, 2022

Grande Pines
Community Development District
REVISED Meeting Agenda
Monday	Offices of GMS-CF, LLC
September 19, 2022	219 East Livingston Street
10:00 AM	Orlando, Florida 32801

Roll Call
Public Comment Period
Approval of Minutes of the August 15, 2022 Meeting
Consideration of Resolution 2022-08 Approving the Conveyance of Real Property
Consideration of Resolution 2022-09 Approving the Conveyance of Real Property and Infrastructure Improvements for Phase 1 - ADDED
Consideration of Resolution 2022-10 Approving the Conveyance of the Lift Station from Park square to CDD and then from CDD to Orange County - ADDED
Staff Reports
Attorney
Engineer
District Manager’s Report
Balance Sheet and Income Statement
Ratification of Requisitions 8-9
Ratification of Funding Request #34
Other Business
Supervisors Requests
Adjournment

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MINUTES OF MEETING GRANDE PINES
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Grande Pines Community Development District was held Monday, August 15, 2022 at 10:00 a.m. at the Offices of GMS- CF, LLC at 219 East Livingston Street, Orlando, Florida.

Present and constituting a quorum:

Amanda Whitney	Chairman
Linda Kepfer	Vice Chairperson
Achal Aggarwal	Assistant Secretary Also present were:
George Flint	District Manager, GMS
Jay Lazarovich	District Counsel
Christy Baxter by phone	District Engineer

FIRST ORDER OF BUSINESS	Roll Call
Mr. Flint called the meeting to order and called the roll. Three Board members were present at the meeting constituting a quorum.

SECOND ORDER OF BUSINESS	Public Comment Period
Mr. Flint: We just have Board and staff here.

THIRD ORDER OF BUSINESS	Organizational Matters
A. Administration of Oath of Office to Newly Appointed Board Members (Randy Jones)
Mr. Flint: We need to administer the oath to Randy Jones during the next meeting that he attends. We can do that, or we can provide the oath and the notary can do the administrative portion if he wants to do it outside of a meeting.
August 15, 2022	Grande Pines CDD

FOURTH ORDER OF BUSINESS	Approval of Minutes of the July 18, 2022
Meeting
Mr. Flint: Did the Board have any comments or corrections to the July 18, 2022 minutes?
Hearing none,

FIFTH ORDER OF BUSNESS	Continued Public Hearing
Mr. Flint: Is there a motion to open the public hearing?

Consideration of Resolution 2022-05 Adopting the Fiscal Year 2023 Budget and Relating to the Annual Appropriations
Mr. Flint: There are no members of the public here to provide comment, so we will bring it back to the Board. You have two resolutions, Resolution 2022-05 which adopts the FY 2023 budget, and then you have Resolution 2022-06. The Board approved a proposed budget and the public hearing for last month, and the Board opened the hearing. The Board wanted some additional time to review the budget and continued the hearing to today. Attached to the resolution is the proposed budget. We have not made any changes to this from what you saw last month. I believe the desire was to move forward with it the way that it is currently structured. On the revenue side, Assessment Area 1 would be assessed and the platted lots within there would go on the tax roll November 1st, and then the platted portion of Assessment Area 1 would be direct billed. The budget that is included is a build-out budget, so we are balancing the expenses with a developer contribution. Likely, we won’t need to submit any requests under that amount. We did have a meeting with the developer and the HOA to talk about responsibilities of the HOA and CDD, and we believe that the budget as currently structured accurately reflects that. There may need to be some adjustments to individual line items as we go forward, but we will use the estimates at this point.
August 15, 2022	Grande Pines CDD

Consideration of Resolution 2022-06 Imposing Special Assessments and Certifying an Assessment Roll
Mr. Flint: Next is Resolution 2022-06. Do we have a motion to approve the resolution?

Mr. Flint: Is there a motion to close the public hearing?

SIXTH ORDER OF BUSNESS	Consideration	of	Resolution	2022-07
Approving the Conveyance of Parcel 11D Phase 1 and 2 – ADDED
Mr. Lazarovich: This resolution approves the conveyance from Park Square to the District, and then from the District to Orange County. It is for the infrastructure improvements. Before you there are three bills of sales. One is from Park Square to the CDD, and that includes Phase 1 and 2. For the county, it is two separate bills of sales for each phase. There is also an agreement regarding taxes and an owner’s affidavit, which are contracts between the developer and the District, basically stating that there are no outstanding taxes or encumbrances that would hinder the District’s ability to hold the property and transfer it, as well as the certificate of the District Engineer, which just states that it is in line with the original plan. We are just looking for a motion to approve in substantial form.

August 15, 2022	Grande Pines CDD

SEVENTH ORDER OF BUSINESS	Staff Reports
Attorney
Mr. Flint: Anything else, Jay?
Mr. Lazarovich: We spoke with the Engineer and the roads in Phase 1 should be ready to be transferred, we are just waiting on signoff for Phase 2. So once we get that, that’ll be the next conveyance that we work on.

Engineer
Mr. Flint: Christy, anything from the engineer?
Ms. Baxter: I don’t have any official items today, thank you.

District Manager’s Report
Balance Sheet and Income Statement
Mr. Flint: We have the unaudited balance sheet and income statements through July 31st in your agenda. There is no action required by the Board, but if you have any questions, we can discuss those. We do have $5.8 million in the construction account. Christy, where are we with being held with the requisition of funds.
Ms. Baxter: I have the requisition ready for Phase 1, meaning the bill of sales. You guys approved our part of that documentation package, so once those are signed, I’ll add those and what we should be using in the requisition this week for Phase 1, and then we are starting to prepare the requisition for the Phase 2 construction costs.
Mr. Flint: What was the amount of the Phase 1 do you recall? Ms. Baxter: It is a little over $2.1 million.
Mr. Flint: As soon as you are ready, you can get that over to me and we can work on getting it executed and to the trustee.

Ratification of FY21 Funding Requests #33
Mr. Flint: This is for Board pay, District management, and some District counsel work. It totals $4,712.28.

August 15, 2022	Grande Pines CDD

EIGHTH ORDER OF BUSINESS	Other Business
There being none, the next item followed.

NINTH ORDER OF BUSINESS	Supervisors Requests
There being none, the next item followed.

TENTH ORDER OF BUSINESS	Adjournment
Mr. Flint adjourned the meeting.

Secretary/Assistant Secretary	Chairman/Vice Chairman

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RESOLUTION 2022-08

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT APPROVING THE CONVEYANCE OF REAL PROPERTY FROM PARK SQUARE GRANDE PINES, LLC AND PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC. TO THE DISTRICT; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, EXECUTE AND ACCEPT ALL DOCUMENTS TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Grande Pines Community Development District (the “District”) is a local unit of special purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), for the purpose of, among other things, financing and managing the acquisition, construction, maintenance and operation of certain infrastructure within and without the boundaries of the premises to be governed by the District; and

WHEREAS, the District has the authority, generally under the Act, and specifically under Section 190.012, Florida Statutes, to acquire real property and improvements for, among other things, the purposes of operating and maintaining systems, facilities, and basic infrastructure within the District; and

WHEREAS, the District has the authority, generally under Florida Law and the Act, and specifically under Section 190.011(7)(a), Florida Statutes, to acquire, dispose of any real property, dedications or platted reservations in any manner so long as it is in the best interest of the District; and

WHEREAS, Park Square Grande Pines, LLC, a Florida limited liability company (hereinafter “Park Square”) and Paradiso Grande Property Owners Association, Inc., a Florida Not For Profit Corporation (hereinafter “Paradiso Grande”), have requested the approval and transfer by the District of certain parcels of real property, as more particularly described in the Special Warranty Deed, Quitclaim Deed, Agreements Regarding Taxes, Owner’s Affidavits and Certificate of District Engineer, attached hereto as Exhibit “A” (the “Conveyance Documents”), from Park Square to the District and from Paradiso Grande to the District; and

WHEREAS, the District Counsel and the District Manager have reviewed the conveyances from Park Square and Paradiso Grande, and the District Engineer has also reviewed the conveyances and has provided a Certificate of District Engineer for the conveyance, attached hereto as part of Exhibit “A,” to evidence compliance with the requirements of the District for accepting the conveyances.

NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the District (the “Board”), as follows:
Incorporation of Recitals. The above recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution.

Approval of Acquisition and Transfer of the Real Property. The Board hereby approves the transfer and acceptance of the real property described in Exhibit “A,” to the District, and approves and accepts the documents evidencing such conveyances in Exhibit “A.”

Authorization of District Staff. The Chairman, the Vice Chairman, the Secretary, any Assistant Secretary and the District Manager of the District, and any authorized designee thereof (collectively, the "District Officers"), District Counsel, and the District Engineer are hereby authorized and directed to take all actions necessary or desirable in connection with the conveyance of the real property described in Exhibit “A,” and all transactions in connection therewith. The District Officers are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution.

Ratification of Prior Actions. All actions taken to date by the District Officers, District Manager, District Counsel, District Engineer, are hereby ratified and authorized on behalf of the District.

Severability. If any section, paragraph, clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue in full force and effect, it being expressly hereby found and declared that the remainder of this Resolution would have been adopted despite the invalidity or ineffectiveness of such section, paragraph, clause or provision.

Effective Date. This Resolution shall take effect immediately upon its adoption.

[Continues on the Following Pages]
PASSED in public meeting of the Board of Supervisors of the Grande Pines Community Development District, this 19th day of September, 2022.

Attest:

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

Print: 	
By: 		 Name: 	
Secretary/Asst. Secretary	Title: 	
EXHIBIT “A”

CONVEYANCE DOCUMENTS

Special Warranty Deed between Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Quitclaim Deed between Paradiso Grande Property Owners Association, Inc. and the Grande Pines Community Development District;
Owner’s Affidavit by Park Square Grande Pines, LLC;
Owner’s Affidavit by Paradiso Grande Property Owners Association, Inc.;
Agreement Regarding Taxes by Park Square Grande Pines, LLC;
Agreement Regarding Taxes by Paradiso Grande Property Owners Association, Inc.;
Certificate of District Engineer
THIS INSTRUMENT PREPARED BY AND TO BE RETURNED TO:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP
P.O. Box 3353
Orlando, Florida 32802

SPECIAL WARRANTY DEED

THIS SPECIAL WARRANTY DEED is made this    day of 	, 2022 between the PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, having an address at 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Grantor”), and the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a Florida community
development district, having an address at c/o Governmental Management Services - Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (hereinafter the “Grantee”).

WITNESSETH:

GRANTOR, for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, hereby grant, convey, bargain, and sell to the said Grantee, and Grantee’s successors and assigns forever, the following described property, situate, lying and being in Orange County, Florida, to-wit (the “Property”):

See attached Exhibit “A” incorporated herein by reference.

TOGETHER WITH all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

GRANTOR does hereby covenant with and warrant to Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; and that the Grantor hereby warrants that title to the land is free from all encumbrances except for restrictions, covenants, conditions, easements and other matters of record (provided, however, that reference thereto shall not serve to re-impose same), and taxes for the year 2022 and subsequent years, and that the Grantor will defend title to the land against the lawful claims of all persons claiming by, through or under Grantor, but against none other.

NOTE TO RECORDER: This deed is a conveyance of unencumbered property for no consideration and is exempt from documentary stamp tax pursuant to Florida Administrative Code Rule 12B- 4.014(2)(b). Minimum documentary stamp tax of $0.70 is being paid herein.
IN WITNESS WHEREOF, the said Grantor has duly caused the execution of this Special Warranty Deed as of the date set forth above.

WITNESSES:

By:	PARK SQUARE GRANDE PINES, LLC
a Florida limited liability company

Print Name: 	
By:	 Printed: 	 Title: 	

Print Name: 	

STATE OF FLORIDA COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization this 	
day of
	, 2022, by 	 as
	 of Park Square Grande Pines, LLC, a Florida limited liability company, on behalf of said entity. Said person is [ ] personally known to me or [ ] has produced a valid driver’s license as identification.

Notary Public

Print Name:	

My Commission expires: 	

My Commission No.: 	
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
THIS INSTRUMENT PREPARED BY AND TO BE RETURNED TO:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP
P.O. Box 3353
Orlando, Florida 32802

QUITCLAIM DEED

THIS QUITCLAIM DEED is made this 	
day of
	, 2022 between the
PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC, a Florida Not For
Profit Corporation, having an address at 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Grantor”), and the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a
Florida community development district, having an address at c/o Governmental Management Services - Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (hereinafter the “Grantee”).

WITNESSETH:

GRANTOR, for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, hereby grant, convey, bargain, and sell to the said Grantee, and Grantee’s successors and assigns forever, the following described property, situate, lying and being in Orange County, Florida, to-wit (the “Property”):

See attached Exhibit “A” incorporated herein by reference.

TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereto belonging or in anywise appertaining, and all the estate, right, title interest, lien, equity and claim whatsoever of grantors, either in law or equity, for the use, benefit and profit of the said Grantee forever, and Grantor does hereby covenant that it has not conveyed, transferred or granted a lien in or on the Property to any third party.

NOTE TO RECORDER: This deed is a conveyance of unencumbered property for no consideration and is exempt from documentary stamp tax pursuant to Florida Administrative Code Rule 12B- 4.014(2)(b). Minimum documentary stamp tax of $0.70 is being paid herein.
IN WITNESS WHEREOF, the said Grantor has duly caused the execution of this Quitclaim Deed as of the date set forth above.

WITNESSES:

By:	PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC. a
Florida Not For Profit Corporation

Print Name: 	
By:	 Printed: 	 Title: 	

Print Name: 	

STATE OF FLORIDA COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization this 	
day of
	, 2022, by 	 as
	 of Paradiso Grande Property Owners Association, Inc., a Florida Not For Profit Corporation, on behalf of said entity. Said person is [ ] personally known to me or [ ] has produced a valid driver’s license as identification.

Notary Public

Print Name:	

My Commission expires: 	

My Commission No.: 	
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
OWNER’S AFFIDAVIT
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

STATE OF FLORIDA COUNTY OF ORANGE

BEFORE ME, the undersigned authority, personally appeared 	 (“Affiant”) as an Authorized Agent of Park Square Grande Pines, LLC, a Florida limited liability company, authorized to do business in Florida, whose principal address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says:

That Affiant knows of his own knowledge that the Owner is the owner of certain real property (the “Property”) located in Orange County, Florida, as more particularly described in Exhibit “A” attached hereto, and that Affiant is an Authorized Agent of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually.

That the Property, as described in the Special Warranty Deed, dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title set forth in the plat of Paradiso Grande Phase 2, as recorded in Plat Book 108, Page 66, of the Official Records of Orange County, Florida (collectively, the “Plat”).

That Affiant knows of no facts by reason of which the title to, or possession of, the Property might be disputed or questioned, or by reason of which any claim to any part of the Property might be asserted adversely to Owner.

That there have been no liens filed against the Property as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Property, either in the construction or repair of the Property, or otherwise in connection with the Property which bills may have been incurred during the last ninety (90) days.

That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors.

That Affiant knows of no action or proceeding relating to the Property which is now pending in any state or federal court in the United States affecting the Property, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Property.

Affiant knows of no special assessments or taxes which are not shown as existing liens by the public records.
That this Affidavit is given for the purposes of inducing the Grande Pines Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Property to the District.

That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Property between the effective date of the Plat and the effective date of the Special Warranty Deed for this conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect ownership of the Property.

Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 	; (v) has a mailing address of 5200 Vineland Road, Suite 200, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that Buyer and LLEB are relying on this certification in determining whether withholding is required upon said transfer.

That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects.

[SIGNATURES ON FOLLOWING PAGE]
FURTHER AFFIANT SAYETH NAUGHT. DATED: 	, 2022
Signed, sealed and delivered in our presence:

(Signature) (Print Name)
(Signature) (Print Name)	PARK SQUARE GRANDE PINES, LLC,
a Florida limited liability company
By:	 Print:	 Title:		

STATE OF FLORIDA
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization, this 	
day  of
	,  2022,  by
	, as 	 of Park Square Grande Pines, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced 		 as identification.

Notary Public; State of Florida
(SEAL)	Print Name: 		 Comm. Exp.: 	; Comm. No.: 		
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
OWNER’S AFFIDAVIT
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

STATE OF FLORIDA COUNTY OF ORANGE

BEFORE ME, the undersigned authority, personally appeared 	 (“Affiant”) as an Authorized Agent of Paradiso Grande Property Owners Association, Inc., a Florida Not For Profit Corporation, authorized to do business in Florida, whose principal address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says:

That Affiant knows of his own knowledge that the Owner is the owner of certain real property (the “Property”) located in Orange County, Florida, as more particularly described in Exhibit “A” attached hereto, and that Affiant is an Authorized Agent of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually.

That the Property, as described in the Quitclaim Deed, dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title set forth in the plat of Paradiso Grande Phase 2, as recorded in Plat Book 108, Page 66, of the Official Records of Orange County, Florida (collectively, the “Plat”).

That Affiant knows of no facts by reason of which the title to, or possession of, the Property might be disputed or questioned, or by reason of which any claim to any part of the Property might be asserted adversely to Owner.

That there have been no liens filed against the Property as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Property, either in the construction or repair of the Property, or otherwise in connection with the Property which bills may have been incurred during the last ninety (90) days.

That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors.

That Affiant knows of no action or proceeding relating to the Property which is now pending in any state or federal court in the United States affecting the Property, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Property.

Affiant knows of no special assessments or taxes which are not shown as existing liens by the public records.
That this Affidavit is given for the purposes of inducing the Grande Pines Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Property to the District.

That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Property between the effective date of the Plat and the effective date of the Quitclaim Deed for this conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect ownership of the Property.

Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 	; (v) has a mailing address of 5200 Vineland Road, Suite 200, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that Buyer and LLEB are relying on this certification in determining whether withholding is required upon said transfer.

That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects.

[SIGNATURES ON FOLLOWING PAGE]
FURTHER AFFIANT SAYETH NAUGHT. DATED: 	, 2022
Signed, sealed and delivered in our presence:

(Signature) (Print Name)
(Signature) (Print Name)	PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC.,
a Florida Not For Profit Corporation
By:	 Print:	 Title:		

STATE OF FLORIDA
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization, this 	
day  of
	,  2022,  by
	, as 	 of Paradiso Grande Property Owners Association,
Inc., a Florida Not For Profit Corporation, on behalf of the Not For Profit Corporation.  Said
person is [ ] personally known to me or [ ] has produced 	 as identification.

Notary Public; State of Florida
(SEAL)	Print Name: 		 Comm. Exp.: 	; Comm. No.: 		
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
AGREEMENT REGARDING TAXES
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

THIS AGREEMENT REGARDING TAXES (“Agreement”) is entered into this    day of 	, 2022, by and between PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (“Developer”), and GRANDE PINES COMMUNITY DEVELOPMENT
DISTRICT, a Florida community development district, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “District”).

WITNESSETH

WHEREAS, Developer is the owner and developer of certain real property located within the boundaries of the District, as such property is described on Exhibit “A” attached hereto and incorporated herein by reference (the “Property”); and

WHEREAS, the District is a Florida community development district and local unit of special-purpose government created pursuant to Chapter 190, Florida Statutes; and

WHEREAS, as part of the ongoing development activities within the boundaries of the District, Developer has, simultaneously with the execution of this Agreement, conveyed the Property to the District by Warranty Deed; and

WHEREAS, all or a substantial portion of real property already owned by the District is either exempt from ad-valorem taxes or has been given a minimal valuation by the Orange County Property Appraiser because of the District’s status as a governmental entity; and

WHEREAS, in conjunction with the conveyance of the Property from Developer to District, Developer and District are desirous of setting forth in this Agreement their respective responsibilities with regard to applicable ad-valorem taxes and assessments.

NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other valuable considerations, paid by each party to the other, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows:

The above recitals are true and correct and are incorporated herein by reference.

Developer hereby represents that all ad-valorem taxes and assessments relating to the Property, or any portion thereof, for tax year 2021 and all prior years have been paid in full.

Developer hereby agrees to pay in full, and prior to their becoming delinquent, any and all ad-valorem taxes and assessments, if any, levied on the Property for the tax year 2022.
Subsequent to the District’s acceptance of the Property, and only in the event the Property are not conveyed to another governmental entity, the District shall endeavor to either obtain an exemption from ad-valorem taxes pertaining to the Property, as applicable, or in the alternative, shall seek a minimal valuation of the Property, from the Orange County Property Appraiser, as applicable, and subsequent to tax year 2022, Developer shall have no further responsibility with regard to ad-valorem taxes or assessments levied against the Property, as applicable.

[SIGNATURE PAGE FOLLOWS]
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on their behalf by their duly authorized representatives, all as of the date first set forth above.

WITNESSES:

X 	 Print: 	
X 	 Print: 		PARK SQUARE GRANDE PINES, LLC, a
Florida limited liability company

By: 		 Print:	 Title: 	 	

ATTEST:

X 	
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

By: 	

Print: 		 Secretary/Asst. Secretary
Print: 	 Title: _		
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
AGREEMENT REGARDING TAXES
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

day of
THIS AGREEMENT REGARDING TAXES (“Agreement”) is entered into this 	
	, 2022, by and between PARADISO GRANDE PROPERTY
OWNERS ASSOCIATION, INC., a Florida Not For Profit Corporation, whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (“Association”), and GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “District”).

WITNESSETH

WHEREAS, Association is the owner of certain real property located within the boundaries of the District, as such property is described on Exhibit “A” attached hereto and incorporated herein by reference (the “Property”); and

WHEREAS, the District is a Florida community development district and local unit of special-purpose government created pursuant to Chapter 190, Florida Statutes; and

WHEREAS, as part of the ongoing development activities within the boundaries of the District, Association has, simultaneously with the execution of this Agreement, conveyed the Property to the District by Quitclaim Deed; and

WHEREAS, all or a substantial portion of real property already owned by the District is either exempt from ad-valorem taxes or has been given a minimal valuation by the Orange County Property Appraiser because of the District’s status as a governmental entity; and

WHEREAS, in conjunction with the conveyance of the Property from Association to District, Association and District are desirous of setting forth in this Agreement their respective responsibilities with regard to applicable ad-valorem taxes and assessments.

NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other valuable considerations, paid by each party to the other, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows:

The above recitals are true and correct and are incorporated herein by reference.

Association hereby represents that all ad-valorem taxes and assessments relating to the Property, or any portion thereof, for tax year 2021 and all prior years have been paid in full.

Association hereby agrees to pay in full, and prior to their becoming delinquent, any and all ad-valorem taxes and assessments, if any, levied on the Property for the tax year 2022.
Subsequent to the District’s acceptance of the Property, and only in the event the Property are not conveyed to another governmental entity, the District shall endeavor to either obtain an exemption from ad-valorem taxes pertaining to the Property, as applicable, or in the alternative, shall seek a minimal valuation of the Property, from the Orange County Property Appraiser, as applicable, and subsequent to tax year 2022, Developer shall have no further responsibility with regard to ad-valorem taxes or assessments levied against the Property, as applicable.

[SIGNATURE PAGE FOLLOWS]
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on their behalf by their duly authorized representatives, all as of the date first set forth above.

WITNESSES:

X 	 Print: 	
X 	 Print: 		PARADISO GRANDE PROPERTY OWNERS
ASSOCIATION, INC., a Florida Not For Profit Corporation

By: 		 Print:	 Title: 	 	

ATTEST:

X 	
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

By: 	

Print: 		 Secretary/Asst. Secretary
Print: 	 Title: _		
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.
CERTIFICATE OF DISTRICT ENGINEER
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

I, Christina Baxter, P.E. of Poulos & Bennett, LLC, a Florida limited liability company, authorized to transact business in Florida, and licensed to provide professional engineering services to the public in the State of Florida under Florida Certificate of Authorization No. 67547, with offices located at 2602 E. Livingston Street, Orlando, Florida 32803 (“Poulos”), hereby acknowledge and certify the following, to the best of my knowledge, information and belief, to be true and correct in all respects:

That I, through Poulos, currently serve as District Engineer to the Grande Pines Community Development District (the “District”).

That the District proposes to accept from Park Square Grande Pines, LLC, a Delaware limited liability company (“Developer”) and Paradiso Grande Property Owners Association, Inc. a Florida Not For Profit Corporation (“Association”) for ownership, operation and maintenance, certain real property described in Exhibit “A” attached hereto and incorporated herein by reference (collectively, the “Property”), described in Exhibit “A” attached hereto and incorporated herein by reference. Any Property being conveyed to the District is being transferred at only nominal cost to the District; therefore no review of an appraisal or similar documentation to reasonableness of purchase price or other valuation is required or being rendered.

That this certification (the “Certification”) is provided in conjunction with, and in support of, the District’s approval of the conveyance of the Property from the Developer and the Association to the District. The District will rely on this Certification for such purposes.

That the Property was incorrectly dedicated to the Association in the plat of Paradiso Grande Phase 2, as recorded in Plat Book 108, Page 66, of the Official Records of Orange County, Florida (collectively, the “Plat”). The Property should not have been conveyed to the Association and I concur that the Property conveyance should be corrected.

That the Property was constructed, installed, and/or completed, as appropriate, in accordance with known plans, specifications, contracts and permits required and/or approved by the appropriate governmental authorities, as applicable. The Property is in a condition acceptable for acceptance by the District.
SIGNATURE PAGE TO CERTIFICATE OF DISTRICT ENGINEER
Grande Pines Community Development District (Paradiso Grande Phase 2 (OS-1, OS-2, OS-3))

DATED: 	, 2022

Witness: 			
Print: 	

Witness: 	 Print: 		
Christina Baxter, P.E.
State of Florida License No.: 67547
on behalf of the company, Poulos & Bennett, LLC

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this    day of 	, 2022 by CHRISTINA BAXTER of Poulos & Bennett, LLC, a Florida limited liability company authorized to transact business in Florida, on behalf of said corporation. Said person is [ ] personally known to me or [
] has produced a valid driver’s license as identification.

Notary Public; State of Florida

(SEAL)	Print Name: 	 Comm. Exp.: 	 Comm. No.: 	 
EXHIBIT “A”

(Legal Description)

Tract OS-1, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-2, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

Tract OS-3, according to the Paradiso Grande Phase 2 plat, as recorded in Plat Book 108, Page 66, Public Records of Orange County, Florida.

!!"#$%& "
RESOLUTION 2022-09

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT APPROVING THE CONVEYANCE OF REAL PROPERTY AND INFRASTRUCTURE IMPROVEMENTS FROM PARK SQUARE GRANDE PINES, LLC TO THE DISTRICT; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, EXECUTE AND ACCEPT ALL DOCUMENTS TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Grande Pines Community Development District (the “District”) is a local unit of special purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), for the purpose of, among other things, financing and managing the acquisition, construction, maintenance and operation of certain infrastructure within and without the boundaries of the premises to be governed by the District; and

WHEREAS, the District has the authority, generally under the Act, and specifically under Section 190.012, Florida Statutes, to acquire real property and improvements for, among other things, the purposes of operating and maintaining systems, facilities, and basic infrastructure within the District; and

WHEREAS, the District has the authority, generally under Florida Law and the Act, and specifically under Section 190.011(7)(a), Florida Statutes, to acquire, dispose of any real property, dedications or platted reservations in any manner so long as it is in the best interest of the District; and

WHEREAS, Park Square Grande Pines, LLC, a Florida limited liability company (hereinafter “Park Square”), has requested the approval and transfer by the District of real property and infrastructure improvements, as more particularly described in the Special Warranty Deed, Bill of Sale Absolute and Agreement, Agreement Regarding Taxes, Owner’s Affidavit and Certificate of District Engineer, attached hereto as Exhibit “A” (the “Conveyance Documents”), from Park Square to the District; and

WHEREAS, the District Counsel and the District Manager have reviewed the conveyances from Park Square, and the District Engineer has also reviewed the conveyances and has provided a Certificate of District Engineer, attached hereto as part of Exhibit “A,” to evidence compliance with the requirements of the District for accepting the conveyances.

NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the District (the “Board”), as follows:
Incorporation of Recitals. The above recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution.

Approval of Acquisition and Transfer of the Real Property and Improvements. The Board hereby approves the transfer and acceptance of the real property and infrastructure improvements described in Exhibit “A,” to the District, and approves and accepts the documents evidencing such conveyances in Exhibit “A.”

Authorization of District Staff. The Chairman, the Vice Chairman, the Secretary, any Assistant Secretary and the District Manager of the District, and any authorized designee thereof (collectively, the "District Officers"), District Counsel, and the District Engineer are hereby authorized and directed to take all actions necessary or desirable in connection with the conveyance of the real property and improvements described in Exhibit “A,” and all transactions in connection therewith. The District Officers are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution.

Ratification of Prior Actions. All actions taken to date by the District Officers, District Manager, District Counsel, District Engineer, are hereby ratified and authorized on behalf of the District.

Severability. If any section, paragraph, clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue in full force and effect, it being expressly hereby found and declared that the remainder of this Resolution would have been adopted despite the invalidity or ineffectiveness of such section, paragraph, clause or provision.

Effective Date. This Resolution shall take effect immediately upon its adoption.

[Continues on the Following Pages]
PASSED in public meeting of the Board of Supervisors of the Grande Pines Community Development District, this 19th day of September, 2022.

Attest:

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

Print: 	
By: 		 Name: 	
Secretary/Asst. Secretary	Title: 	
EXHIBIT “A”

CONVEYANCE DOCUMENTS

Special Warranty Deed between Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Bill of Sale Absolute and Agreement between the Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Owner’s Affidavit;
Agreement Regarding Taxes;
Certificate of District Engineer
THIS INSTRUMENT PREPARED BY AND TO BE RETURNED TO:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP
P.O. Box 3353
Orlando, Florida 32802

SPECIAL WARRANTY DEED

THIS SPECIAL WARRANTY DEED is made this    day of 	, 2022 between the PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, having an address at 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Grantor”), and the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a Florida community
development district, having an address at c/o Governmental Management Services - Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (hereinafter the “Grantee”).

WITNESSETH:

GRANTOR, for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, hereby grant, convey, bargain, and sell to the said Grantee, and Grantee’s successors and assigns forever, the following described property, situate, lying and being in Orange County, Florida, to-wit (the “Property”):

See attached Exhibit “A” incorporated herein by reference.

TOGETHER WITH all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

GRANTOR does hereby covenant with and warrant to Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; and that the Grantor hereby warrants that title to the land is free from all encumbrances except for restrictions, covenants, conditions, easements and other matters of record (provided, however, that reference thereto shall not serve to re-impose same), and taxes for the year 2022 and subsequent years, and that the Grantor will defend title to the land against the lawful claims of all persons claiming by, through or under Grantor, but against none other.

NOTE TO RECORDER: This deed is a conveyance of unencumbered property for no consideration and is exempt from documentary stamp tax pursuant to Florida Administrative Code Rule 12B- 4.014(2)(b). Minimum documentary stamp tax of $0.70 is being paid herein.
IN WITNESS WHEREOF, the said Grantor has duly caused the execution of this Special Warranty Deed as of the date set forth above.

WITNESSES:

By:	PARK SQUARE GRANDE PINES, LLC
a Florida limited liability company

Print Name: 	
By:	 Printed: 	 Title: 	

Print Name: 	

STATE OF FLORIDA COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization this 	
day of
	, 2022, by 	 as
	 of Park Square Grande Pines, LLC, a Florida limited liability company, on behalf of said entity. Said person is [ ] personally known to me or [ ] has produced a valid driver’s license as identification.

Notary Public

Print Name:	

My Commission expires: 	

My Commission No.: 	
EXHIBIT “A”

(Legal Description)

Tract R-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-2, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.
BILL OF SALE ABSOLUTE AND AGREEMENT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

THIS BILL OF SALE ABSOLUTE AND AGREEMENT (the “Agreement”) is made as of this    day of 	, 2022, is given to the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT (hereinafter referred to as the “District”), a local unit of special- purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801, by PARK SQUARE GRANDE PINES, LLC, a Florida Limited Liability Company (hereinafter referred to as the “Developer”), whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811.

RECITALS

WHEREAS, Developer owns certain real property (the “Land”) and has constructed infrastructure improvements (collectively, the “Improvements”) on the Land, as more fully described in the attached Exhibit “A;” and

WHEREAS, both the Developer and the District find it to be in the best interest of both parties for the District to own, operate and maintain the Improvements for the benefit of the District’s landowners; and

WHEREAS, the Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance.
.
NOW, THEREFORE, the parties hereto hereby agree to and acknowledge the following:

The above recitals are true and correct and are hereby incorporated into this Agreement.

KNOW ALL MEN BY THESE PRESENTS that Developer, of the County of Orange and the State of Florida, for and in consideration of the sum of Ten Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer’s right, title and interest in and to the Improvements, to have and to hold the same unto the District, its executors, administrators and assigns forever, and the District hereby accepts, all of the Developer’s right, title and interest in and to the Improvements, to have and to hold the same unto the District, its executors, administrators and assigns forever, together with all of the Developer’s right and title to any and all contracts, warranties, guarantees, permits, approvals and similar rights in favor of or which may have accrued to the Developer from any and all persons, firms, agencies or corporations who have performed work or labor or supplied goods, materials or services to or for the benefit of or comprising any part of the Improvements to the extent they are assignable, together with any related documents,
materials, data, letters, and agreements, to have and to hold unto District, its successors and assigns, to and for its or their use, forever.

Developer agrees that any of the above-referenced contracts, warranties, permits, approvals and guarantees which are not assignable by their terms or in respect of which consents to their assignment are required but are not available, shall be held in trust for the District by the Developer (and, if required, performed by the Developer on behalf of the District) and all benefits derived thereunder shall be for the benefit of the District.

The Developer represents and warrants to the District that the Developer has good and lawful right, title and interest in the Improvements and that the Improvements are free and clear of any and all liens or encumbrances, that the Improvements are in good working conditions, and as of the date hereof, there are no defaults or violations of the terms and conditions of any contracts, warranties, permits, approvals and guarantees.

The above recitals are true and correct and are incorporated herein by reference.

This Bill of Sale may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

[SIGNATURES ON FOLLOWING PAGE]
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

IN WITNESS WHEREOF, the Developer has executed this Bill of Sale and Agreement as of the date first above written

DEVELOPER:

WITNESSES:

Signed, sealed and delivered in the presence of:
Print Name: 	 Print Name: 		PARK SQUARE GRANDE PINES, LLC,
a Florida Limited Liability Company

By: 	 Name: 	 Title: 		

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or	[	]	online	notarization,	this		
day	of
	,	2022,	by
	, as 	 of PARK SQUARE GRANDE
PINES, LLC, a Florida Limited Liability Company. Said person is [ ] personally known to me or [ ] have produced 	 as identification.

Notary Public; State of Florida
Print Name:	 My Commission Expires:	 My Commission No.:	

(NOTARY SEAL)
COUNTERPART SIGNATURE PAGE TO BILL OF SALE ABSOLUTE AND AGREEMENT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

IN WITNESS WHEREOF, the District has accepted and agreed, and executed this Bill of Sale and Agreement as of the date first above written.

DISTRICT:

ATTEST:

Print Name: 	 Secretary/Assistant Secretary	GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

By:	_ Name: 		 Title: 			

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or	[	]	online	notarization,	this		
day	of
	,	2022,	by
	, as 	 of the Board of Supervisors of the
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, and was attested to by
	, as Secretary/Assistant Secretary of the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, both for and on behalf of the District. Said person is [ ] personally known to me or [ ] have produced 	 as identification.

Notary Public; State of Florida
Print Name:	 My Commission Expires:	 My Commission No.:	

(NOTARY SEAL)

4
EXHIBIT “A”

DESCRIPTION OF THE IMPROVEMENTS

Roads
Stormwater Management
Landscape and Hardscape
Electrical Distribution and Street Lights
Professional and Inspection Fees On the land described as follows:
A PARCEL OF LAND COMPRISING PORTIONS OF GOLF COURSE PARCEL 3, PARCEL
11 AND LAKE 4 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE POINT OF INTERSECTION OF THE SOUTH LINE, ACCORDING TO OFFICIAL RECORDS BOOK 2593, PAGE 1260 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA OF THE VALENCIA WATER CONTROL DISTRICT C-1 CANAL AND THE WEST RIGHT-OF-WAY LINE, ACCORDING TO PLAT BOOK 17, PAGES 81 THROUGH 87 OF SAID PUBLIC RECORDS, OF INTERNATIONAL DRIVE, BEING A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 458.90 FEET WITH A CHORD BEARING OF NORTH 67° 07' 50" WEST, AND A CHORD DISTANCE OF
19.55 FEET; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN NORTHWESTERLY ALONG SAID SOUTH LINE OF THE VALENCIA WATER CONTROL DISTRICT C-1 AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02° 26' 28" FOR A DISTANCE OF 19.55 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 65° 54' 36" WEST FOR A DISTANCE OF 286.04 FEET TO THE POINT OF BEGINNING AND A POINT ON A NON TANGENT CURVE, CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1549.86 FEET, WITH A CHORD BEARING OF SOUTH 42° 32' 54" WEST, AND A CHORD DISTANCE OF 352.89 FEET; THENCE DEPARTING AFORESAID SOUTH LINE OF THE VALENCIA WATER CONTROL DISTRICT C-1 CANAL RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13° 04' 27" FOR A DISTANCE OF 353.66 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 371.33 FEET, WITH A CHORD BEARING OF SOUTH 40° 42' 40" EAST, AND A CHORD DISTANCE OF 19.32 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02° 58' 53" FOR A DISTANCE OF 19.32 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 39° 13' 13" EAST FOR A DISTANCE OF 280.78 FEET TO A POINT ON AFORESAID WEST RIGHT-OF-WAY LINE OF INTERNATIONAL DRIVE AND A POINT ON A NON TANGENT CURVE HAVING A RADIUS OF 1849.86 FEET, WITH A CHORD BEARING OF SOUTH 50° 53' 36" WEST, AND
A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03° 05' 52" FOR A DISTANCE OF 100.01 FEET TO A POINT ON A NON TANGENT LINE; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN NORTH 39° 13' 13" WEST FOR A DISTANCE OF 280.59 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 271.33 FEET, WITH A CHORD BEARING OF NORTH 41° 17' 25" WEST, AND A CHORD DISTANCE OF 19.60 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04° 08' 24" FOR A DISTANCE OF 19.61 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 52° 53' 14" WEST FOR A DISTANCE OF
600.38 FEET; THENCE RUN SOUTH 22° 07' 41" WEST FOR A DISTANCE OF 123.20 FEET; THENCE RUN SOUTH 67° 52' 19" EAST FOR A DISTANCE OF 189.74 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
83.00 FEET, WITH A CHORD BEARING OF SOUTH 53° 59' 09" EAST, AND A CHORD DISTANCE OF 39.84 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27° 46' 21" FOR A DISTANCE OF 40.23 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 40° 05' 58" EAST FOR A DISTANCE OF 24.55 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE INTERNATIONAL DRIVE ACCORDING TO OFFICIAL RECORD BOOK 10722, PAGE 8529, PARCEL 1007 OF AFORESAID PUBLIC RECORDS; THENCE RUN SOUTH 52° 53' 14" WEST ALONG SAID WEST RIGHT-OF-WAY LINE FOR A DISTANCE OF 35.05 FEET TO A POINT ON THE NORTH LINE OF AFORESAID PARCEL 10 ORANGEWOOD NEIGHBORHOOD 2 AND A POINT ON THE NORTH LINE OF PARC CORNICHE CONDOMINIUM, A CONDOMINIUM PHASE 1, ACCORDING TO CONDOMINIUM BOOK 16, PAGE 94 THROUGH 105 OF AFORESAID PUBLIC RECORDS; THENCE RUN THE FOLLOWING TWO COURSES ALONG SAID NORTH LINES: NORTH 40° 05' 58" WEST FOR A DISTANCE OF 34.59 FEET; THENCE RUN NORTH 67° 52' 19" WEST FOR A DISTANCE OF 496.97 FEET TO A POINT ON THE EAST LINE OF SAID PARCEL 3; THENCE RUN NORTH 22° 07' 41" EAST ALONG SAID EAST LINE OF PARCEL 3 FOR A DISTANCE OF 50.00 FEET; THENCE DEPARTING SAID EAST LINE OF PARCEL 3 RUN SOUTH 67° 52' 19" EAST FOR A DISTANCE OF
258.30 FEET; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF 161.14 FEET; THENCE RUN NORTH 19° 56' 22" WEST FOR A DISTANCE OF 14.96 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE NORTHWESTERLY HAVING A RADIUS OF
76.00 FEET, WITH A CHORD BEARING OF NORTH 39° 45' 10" EAST, AND A CHORD DISTANCE OF 71.19 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 55° 51' 06" FOR A DISTANCE OF 74.08 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF 216.00 FEET; THENCE RUN NORTH 78° 10' 23" WEST FOR A DISTANCE OF 407.00 FEET; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF 52.00 FEET; THENCE RUN NORTH 78° 10' 23" WEST FOR A DISTANCE OF 105.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY HAVING A RADIUS OF 10.00 FEET, WITH A CHORD BEARING OF NORTH 33° 10' 23" WEST, AND A CHORD DISTANCE OF 14.14 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR A DISTANCE OF 15.71 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF 240.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 10.00 FEET, WITH A CHORD BEARING OF NORTH 56° 49' 37" EAST, AND A CHORD DISTANCE OF 14.14 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR A DISTANCE OF 15.71 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 78° 10' 23" EAST FOR A DISTANCE OF 105.00 FEET; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF 52.00 FEET; THENCE RUN SOUTH 78° 10' 23" EAST FOR A DISTANCE OF 331.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 76.00 FEET, WITH A CHORD BEARING OF SOUTH 53° 59' 31" EAST, AND A CHORD DISTANCE OF 62.26 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 48° 21' 43" FOR A DISTANCE OF 64.15 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN NORTH 11° 49' 37" EAST FOR A DISTANCE OF
189.01 FEET TO A POINT ON AFORESAID SOUTH LINE OF VALENCIA WATER CONTROL DISTRICT C-1 CANAL ZW; THENCE RUN THE FOLLOWING COURSES ALONG SAID SOUTH LINE: SOUTH 78° 19' 52" EAST FOR A DISTANCE OF 121.12 FEET; THENCE RUN SOUTH 11° 40' 08" WEST FOR A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 78° 19' 54" EAST FOR A DISTANCE OF 319.38 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 873.93 FEET, WITH A CHORD BEARING OF SOUTH 77° 22' 34" EAST, AND A CHORD DISTANCE OF 29.13 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01° 54' 36" FOR A DISTANCE OF 29.13 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 13° 34' 43" WEST FOR A DISTANCE OF 5.00 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 868.42 FEET, WITH A CHORD BEARING OF SOUTH 71° 10' 08" EAST, AND A CHORD DISTANCE OF 159.10 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10° 30' 41" FOR A DISTANCE OF 159.32 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 65° 54' 36" EAST FOR A DISTANCE OF 61.40 FEET TO THE POINT OF BEGINNING.

CONTAINS 13.31 ACRES MORE OR LESS.
OWNER’S AFFIDAVIT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

STATE OF FLORIDA COUNTY OF ORANGE

BEFORE ME, the undersigned authority, personally appeared 	 (“Affiant”) as an Authorized Agent of Park Square Grande Pines, LLC, a Florida limited liability company, authorized to do business in Florida, whose principal address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says:

That Affiant knows of his own knowledge that the Owner is the fee simple title holder to certain lands located in Orange County, Florida (the “Property”) and of certain infrastructure improvements on the Property (the “Improvements”), as more particularly described on Exhibit “A” attached hereto, and that Affiant is an Authorized Agent of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually.

That the Property, as described in the Special Warranty Deed and Bill of Sale Absolute and Agreement, dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title set forth in the plat of Paradiso Grande Phase 1, as recorded in Plat Book 108, Page 40, of the Official Records of Orange County, Florida (collectively, the “Plat”).

That Affiant knows of no facts by reason of which the title to, or possession of, the Property and Improvements might be disputed or questioned, or by reason of which any claim to any part of the Property and Improvements might be asserted adversely to Owner.

That there have been no liens filed against the Property or the Improvements as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Property or Improvements, either in the construction or repair of the Improvements, or otherwise in connection with the Property which bills may have been incurred during the last ninety (90) days.

That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors.

That Affiant knows of no action or proceeding relating to the Property or Improvements which is now pending in any state or federal court in the United States affecting the Property, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Property or Improvements.
Affiant knows of no special assessments or taxes which are not shown as existing liens by the public records.
That this Affidavit is given for the purposes of inducing the Grande Pines Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Property and Improvements to the District.

That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Property or the Improvements between the effective date of the Plat and the recording of the deed of conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect title of the Property or the ownership of the Improvements.

Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 	; (v) has a mailing address of 5200 Vineland Road, Suite 200, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that Buyer and LLEB are relying on this certification in determining whether withholding is required upon said transfer.

That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects.

[SIGNATURES ON FOLLOWING PAGE]
FURTHER AFFIANT SAYETH NAUGHT. DATED: 	, 2022
Signed, sealed and delivered in our presence:

(Signature) (Print Name)
(Signature) (Print Name)	PARK SQUARE GRANDE PINES, LLC,
a Florida limited liability company
By:	 Print:	 Title:		

STATE OF FLORIDA
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization, this 	
day  of
	,  2022,  by
	, as 	 of Park Square Grande Pines, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced 		 as identification.

Notary Public; State of Florida
(SEAL)	Print Name: 		 Comm. Exp.: 	; Comm. No.: 		
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract R-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-2, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Roads
Stormwater Management
Landscape and Hardscape
Electrical Distribution and Street Lights
Professional and Inspection Fees
AGREEMENT REGARDING TAXES
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

THIS AGREEMENT REGARDING TAXES (“Agreement”) is entered into this    day of 	, 2022, by and between PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (“Developer”), and GRANDE PINES COMMUNITY DEVELOPMENT
DISTRICT, a Florida community development district, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “District”).

WITNESSETH

WHEREAS, Developer is the owner and developer of certain real property located within the boundaries of the District, as such property is described on Exhibit “A” attached hereto and incorporated herein by reference (the “Property”); and

WHEREAS, Developer is the owner and developer of infrastructure improvements and personal property, made in, on, over, under and through the Property and the land owned by the District, as described on Exhibit “A” attached hereto and incorporated herein (the “Improvements”); and

WHEREAS, the District is a Florida community development district and local unit of special-purpose government created pursuant to Chapter 190, Florida Statutes; and

WHEREAS, as part of the ongoing development activities within the boundaries of the District, Developer has, simultaneously with the execution of this Agreement, conveyed the Property and the Improvements to the District by Warranty Deed and Bill of Sale Absolute and Agreement; and

WHEREAS, all or a substantial portion of real property already owned by the District is either exempt from ad-valorem taxes or has been given a minimal valuation by the Orange County Property Appraiser because of the District’s status as a governmental entity; and

WHEREAS, in conjunction with the conveyance of the Property and Improvements from Developer to District, Developer and District are desirous of setting forth in this Agreement their respective responsibilities with regard to applicable ad-valorem taxes and assessments on the Property.

NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other valuable considerations, paid by each party to the other, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows:

The above recitals are true and correct and are incorporated herein by reference.
Developer hereby represents that all ad-valorem taxes and assessments relating to the Property, or any portion thereof, for tax year 2021 and all prior years have been paid in full.

Developer hereby agrees to pay in full, and prior to their becoming delinquent, any and all ad-valorem taxes and assessments, if any, levied on the Property for the tax year 2022.

Subsequent to the District’s acceptance of the Property and Improvements, and only in the event the Property is not conveyed to another governmental entity, the District shall endeavor to either obtain an exemption from ad-valorem taxes pertaining to the Property, as applicable, or in the alternative, shall seek a minimal valuation of the Property, from the Orange County Property Appraiser, as applicable, and subsequent to tax year 2022, Developer shall have no further responsibility with regard to ad-valorem taxes or assessments levied against the Property, as applicable.

[SIGNATURE PAGE FOLLOWS]
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on their behalf by their duly authorized representatives, all as of the date first set forth above.

WITNESSES:

X 	 Print: 	
X 	 Print: 		PARK SQUARE GRANDE PINES, LLC, a
Florida limited liability company

By: 		 Print:	 Title: 	 	

ATTEST:

X 	
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

By: 	

Print: 		 Secretary/Asst. Secretary
Print: 	 Title: _		
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract R-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-2, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Roads
Stormwater Management
Landscape and Hardscape
Electrical Distribution and Street Lights
Professional and Inspection Fees
CERTIFICATE OF DISTRICT ENGINEER
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

I, Christina Baxter, P.E. of Poulos & Bennett, LLC, a Florida limited liability company, authorized to transact business in Florida, and licensed to provide professional engineering services to the public in the State of Florida under Florida Certificate of Authorization No. 67547, with offices located at 2602 E. Livingston Street, Orlando, Florida 32803 (“Poulos”), hereby acknowledge and certify the following, to the best of my knowledge, information and belief, to be true and correct in all respects:

That I, through Poulos, currently serve as District Engineer to the Grande Pines Community Development District (the “District”).

That the District proposes to accept from Park Square Grande Pines, LLC, a Florida limited liability company (“Developer”) for ownership, operation and maintenance, certain real property described in Exhibit “A” attached hereto and incorporated herein by reference (collectively, the “Property”), plus infrastructure improvements and personal property, made in, on, over, under and through the Property and the land owned by the District, as described more completely in Exhibit “A” attached hereto and incorporated herein by reference (collectively, the “Improvements”). Any real property being conveyed to the District is being transferred at only nominal cost to the District; therefore no review of an appraisal or similar documentation to reasonableness of purchase price or other valuation is required or being rendered.

That this certification (the “Certification”) is provided in conjunction with, and in support of, the District’s approval of the conveyance of the Property and Improvements from the Developer to the District. The District will rely on this Certification for such purposes.

That the Improvements were constructed, installed, and/or completed, as appropriate, in accordance with known plans, specifications, contracts and permits required and/or approved by any known governmental authorities, as applicable. I have reviewed the actual cost of the Improvements built or constructed by or at the direction of the Developer and the District is paying no more than the actual cost incurred, or the current value thereof, whichever is less. The Property and Improvements are in a condition acceptable for acceptance by the District.

That the Improvements are properly permitted by the appropriate governmental entities, and that copies of the applicable plans, specifications and permits relating to the Improvements, if any, that have actually been provided to Poulos are being held by Poulos as records of the District on its behalf.

That the actual cost of the Improvements built or constructed by or at the direction of the Developer, and the District shall pay no more than the actual cost incurred, or the current value thereof, whichever is less, as determined by the District Engineer.
SIGNATURE PAGE TO CERTIFICATE OF DISTRICT ENGINEER
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Paradiso Grande Phase 1)

DATED: 	, 2022

Witness: 			
Print: 	

Witness: 	 Print: 		
Christina Baxter, P.E.
State of Florida License No.: 67547
on behalf of the company, Poulos & Bennett, LLC

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this    day of 	, 2022 by CHRISTINA BAXTER of Poulos & Bennett, LLC, a Florida limited liability company authorized to transact business in Florida, on behalf of said corporation. Said person is [ ] personally known to me or [
] has produced a valid driver’s license as identification.

Notary Public; State of Florida

(SEAL)	Print Name: 	 Comm. Exp.: 	 Comm. No.: 	 
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract R-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40,
Public Records of Orange County, Florida.

Tract D-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Tract D-2, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Roads
Stormwater Management
Landscape and Hardscape
Electrical Distribution and Street Lights
Professional and Inspection Fees

!!"#$%&  "#
RESOLUTION 2022-10

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT APPROVING THE CONVEYANCE OF REAL PROPERTY AND INFRASTRUCTURE IMPROVEMENTS FROM PARK SQUARE GRANDE PINES, LLC TO THE DISTRICT AND FROM THE DISTRICT TO ORANGE COUNTY, FLORIDA; AUTHORIZING DISTRICT STAFF AND THE CHAIRMAN TO REVIEW, EXECUTE AND ACCEPT ALL DOCUMENTS TO EFFECTUATE SUCH CONVEYANCE; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Grande Pines Community Development District (the “District”) is a local unit of special purpose government duly organized and existing under the provisions of the Uniform Community Development District Act of 1980, Chapter 190, Florida Statutes, as amended (the “Act”), for the purpose of, among other things, financing and managing the acquisition, construction, maintenance and operation of certain infrastructure within and without the boundaries of the premises to be governed by the District; and

WHEREAS, the District has the authority, generally under the Act, and specifically under Section 190.012, Florida Statutes, to acquire real property and improvements for, among other things, the purposes of operating and maintaining systems, facilities, and basic infrastructure within the District; and

WHEREAS, the District has the authority, generally under Florida Law and the Act, and specifically under Section 190.011(7)(a), Florida Statutes, to acquire, dispose of any real property, dedications or platted reservations in any manner so long as it is in the best interest of the District; and

WHEREAS, Park Square Grande Pines, LLC, a Florida limited liability company (hereinafter “Park Square”), has requested the approval and transfer by the District of real property and infrastructure improvements, as more particularly described in the Warranty Deeds, Bills of Sale Absolute and Agreement, Agreement Regarding Taxes, Owner’s Affidavit and Certificate of District Engineer, attached hereto as Exhibit “A” (the “Conveyance Documents”), from Park Square to the District, and thereafter from the District to Orange County, Florida, a charter county and political subdivision of the State of Florida (hereinafter, “Orange County”); and

WHEREAS, the District Counsel and the District Manager have reviewed the conveyances from Park Square, and the District Engineer has also reviewed the conveyances and has provided a Certificate of District Engineer for each conveyance, attached hereto as part of Exhibit “A,” to evidence compliance with the requirements of the District for accepting the conveyances.

NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the District (the “Board”), as follows:
Incorporation of Recitals. The above recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Resolution.

Approval of Acquisition and Transfer of the Real Property and Improvements. The Board hereby approves the transfer and acceptance of the real property and improvements described in Exhibit “A,” to the District and thereafter to Orange County, and approves and accepts the documents evidencing such conveyances in Exhibit “A.”

Authorization of District Staff. The Chairman, the Vice Chairman, the Secretary, any Assistant Secretary and the District Manager of the District, and any authorized designee thereof (collectively, the "District Officers"), District Counsel, and the District Engineer are hereby authorized and directed to take all actions necessary or desirable in connection with the conveyance of the real property and improvements described in Exhibit “A,” and all transactions in connection therewith. The District Officers are hereby authorized and directed to execute all necessary or desirable certificates, documents, papers, and agreements necessary to the undertaking and fulfillment of all transactions contemplated by this Resolution.

Ratification of Prior Actions. All actions taken to date by the District Officers, District Manager, District Counsel, District Engineer, are hereby ratified and authorized on behalf of the District.

Severability. If any section, paragraph, clause or provision of this Resolution shall be held to be invalid or ineffective for any reason, the remainder of this Resolution shall continue in full force and effect, it being expressly hereby found and declared that the remainder of this Resolution would have been adopted despite the invalidity or ineffectiveness of such section, paragraph, clause or provision.

Effective Date. This Resolution shall take effect immediately upon its adoption.

[Continues on the Following Pages]
PASSED in public meeting of the Board of Supervisors of the Grande Pines Community Development District, this 19th day of September 2022.

Attest:
GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

Print: 	
By: 		 Name: 	
Secretary/Asst. Secretary	Title: 	
EXHIBIT “A”

CONVEYANCE DOCUMENTS

Warranty Deed between Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Warranty Deed between the Grande Pines Community Development District and Orange County, Florida;
Bill of Sale Absolute and Agreement between Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Bill of Sale between the Grande Pines Community Development District and Orange County, Florida;
Agreement Regarding Taxes between Park Square Grande Pines, LLC and the Grande Pines Community Development District;
Owner’s Affidavit of Park Square Grande Pines, LLC;
Certificate of District Engineer
THIS INSTRUMENT PREPARED BY AND TO BE RETURNED TO:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP
P.O. Box 3353
Orlando, Florida 32802

WARRANTY DEED

THIS WARRANTY DEED made as of this    day of 	, 2022 by PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Grantor”), to GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “Grantee”).

(Whenever used herein the terms “Grantor” and “Grantee” include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations).

That the Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other valuable considerations, the receipt and sufficiency whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Orange County, Florida, more particularly described as follows (the “Property”).

SEE EXHIBIT “A” ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.

TOGETHER WITH all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

AND the Grantor does hereby covenant with Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; that the Grantor hereby warrants that title to the Property is free from all encumbrances except for restrictions, covenants, conditions, easements and other matters of record (provided, however, that reference thereto shall not serve to re-impose same) and taxes for the year 2022 and subsequent years, and that the Grantor will defend title to the Property against the lawful claims of all persons claiming by, through or under the Grantor, but against none other.

NOTE TO RECORDER: This deed is a conveyance of unencumbered property for no consideration and is exempt from documentary stamp tax pursuant to Florida Administrative Code Rule 12B-4.014(2)(b). Minimum documentary stamp tax of $0.70 is being paid herein.
IN WITNESS WHEREOF, the said Grantor has caused these presents to be executed in its name, the day and year first above written.

Signed, sealed and delivered in our presence:

(Signature) (Print Name)

(Signature) (Print Name)	“GRANTOR”

PARK SQUARE GRANDE PINES, LLC, a
Florida limited liability company

By: 		 Print: 	  Title: 		

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [	] physical presence
or [	] online notarization, this 	
day of
	, 2022, by
	, as
	 of PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [ ] has produced 		 as identification.

Notary Public; State of Florida
(SEAL)	Print Name: 		 Comm. Exp.: 	; Comm. No.: 		
EXHIBIT “A”

Description of the Property

Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.
THIS INSTRUMENT PREPARED BY AND TO BE RETURNED TO:
Jan Albanese Carpenter, Esq.
Latham, Luna, Eden & Beaudine, LLP
P.O. Box 3353
Orlando, Florida 32802

SPECIAL WARRANTY DEED

THIS SPECIAL WARRANTY DEED is made this    day of 	, 2022 between the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district, having an address at c/o Governmental Management Services - Central Florida, LLC, 219 East Livingston Street, Orlando, Florida 32801 (the “Grantor”), and the ORANGE COUNTY, a charter county and political subdivision of the State of Florida, whose address is P. O. Box 1393, Orlando, Florida 32802-1393 (hereinafter the “Grantee”).

WITNESSETH:

GRANTOR, for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, hereby grant, convey, bargain, and sell to the said Grantee, and Grantee’s successors and assigns forever, the following described property, situate, lying and being in Orange County, Florida, to-wit (the “Property”):

See attached Exhibit “A” incorporated herein by reference.

TOGETHER WITH all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

GRANTOR does hereby covenant with and warrant to Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; and that the Grantor hereby warrants that title to the land is free from all encumbrances except for restrictions, covenants, conditions, easements and other matters of record (provided, however, that reference thereto shall not serve to re-impose same), and taxes for the year 2022 and subsequent years, and that the Grantor will defend title to the land against the lawful claims of all persons claiming by, through or under Grantor, but against none other.

NOTE TO RECORDER: This deed is a conveyance of unencumbered property for no consideration and is exempt from documentary stamp tax pursuant to Florida Administrative Code Rule 12B- 4.014(2)(b). Minimum documentary stamp tax of $0.70 is being paid herein.
IN WITNESS WHEREOF, the said Grantor has duly caused the execution of this Special Warranty Deed as of the date set forth above.

WITNESSES:

By:	GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

Print Name: 	
By:	 Printed: 	 Title: Chairman

Print Name: 	

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [ ] online notarization, this 	
day of
	, 2022, by 	 as
Chairman of the Board of Supervisors of the Grande Pines Community Development District and who has acknowledged that he has executed the same on behalf of the Grande Pines Community Development District. He has [ ] produced 	 as identification or [ ] is personally known to me.

Notary Public

Print Name:	

My Commission expires: 	

My Commission No.: 	
EXHIBIT “A”

(Legal Description)

Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.
BILL OF SALE ABSOLUTE AND AGREEMENT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

THIS BILL OF SALE ABSOLUTE AND AGREEMENT (“Agreement”) is made as of
this 	
day  of
	,  2022,  by  and  between  GRANDE  PINES	COMMUNITY
DEVELOPMENT DISTRICT (hereinafter referred to as the “District”), a Florida community development district created pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801, and PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company (hereinafter referred to as “Developer”), whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811, and

RECITALS

WHEREAS, Developer owns certain improvements, equipment and personal property located within the boundaries of the District, and the extent, nature and location of such improvements and equipment is more fully set forth in Exhibit “A” attached hereto (collectively, the “Improvements”); and

WHEREAS, both Developer and the District find it to be in the best interest of both parties for the District to perpetually own, operate and maintain the Improvements, as the District may deem reasonable or appropriate, within its sole discretion, for the benefit of the District; and

WHEREAS, Developer desires to convey the Improvements to the District to allow such perpetual ownership, operation and maintenance, and the District desires to accept such ownership, operation and maintenance.

NOW, THEREFORE, the parties hereto hereby agree to and acknowledge the following:

The above recitals are true and correct and are hereby incorporated into this Agreement.

KNOW ALL MEN BY THESE PRESENTS that Developer, of the County of Orange and the State of Florida, for and in consideration of the sum of Ten Dollars ($10.00) lawful money of the United States, to it paid by the District, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the District, its executors, administrators and assigns, and the District hereby accepts, all of Developer’s right, title and interest in and to the Improvements, to have and to hold the same unto the District, its executors, administrators and assigns forever, together with all of the Developer’s right and title to any and all contracts, warranties, guarantees, permits, approvals and similar rights in favor of or which may have accrued to the Developer from any and all persons, firms, agencies or corporations who have performed work or labor or supplied goods, materials or services to or for the benefit of or comprising any part of the Improvements to the extent they are assignable, together with any related documents, materials, data, letters, and agreements, to have and to hold unto District, its executors, administrators and assigns, to and for its
or their use, forever.

Developer agrees that any of the above-referenced contracts, warranties, permits, approvals and guarantees which are not assignable by their terms or in respect of which consents to their assignment are required but are not available, shall be held in trust for the District by the Developer (and, if required, performed by the Developer on behalf of the District) and all benefits derived thereunder shall be for the benefit of the District.

The Developer represents and warrants to the District that the Developer has good and lawful right, title and interest in the Improvements and that the Improvements are free and clear of any and all liens or encumbrances, that the Improvements are in good working condition, and as of the date hereof, there are no defaults or violations of the terms and conditions of any such contracts, warranties, permits, approvals and guarantees.

The above recitals are true and correct and are incorporated herein by reference.

This Bill of Sale may be executed in any number of counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument.

.

[SIGNATURES APPEAR ON THE FOLLOWING PAGES]
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed in their respective names, by their proper officer thereunto duly authorized, as of the day and year first above written.

Signed, sealed and delivered	PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company

Witness
By:	 Print: 	

Printed Name	Title: 	

Witness

Printed Name

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [	] online notarization, this 	
day of
	, 2022, by
	, as
	 of PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [ ] personally known to me or [
] has produced 	 as identification.

Notary Public; State of Florida
Print Name:	 My Commission Expires:	 My Commission No.:	
COUNTERPART SIGNATURE PAGE TO BILL OF SALE
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT,
a Florida community development district

ATTEST:
By:	

By: 		 Secretary/Asst. Secretary
Print: 	 Title: Chairman

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument, before me by means of [ ] physical presence or [ ] online notarization, this    day of 		, 2022, was acknowledged by 	, as Chairman of the Board of Supervisors of the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, a Florida community development district, on its behalf, and was attested to by 	, as the Sectary/Asst. Secretary of the GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT, on its behalf. Said persons are [ ] personally known to me or [ ] produced 			 as identification.

Notary Public; State of Florida
Print Name:	 My Commission Expires:	 My Commission No.:	
EXHIBIT “A”

LIST AND DESCRIPTION OF IMPROVEMENTS & EQUIPMENT

Lift station tract improvements, including all pipes, valves, fittings, wet well, pumps, electrical panels, fencing and other equipment.

The foregoing Improvements are located on the following real property tract:

Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.
Bill of Sale
Lift Station Tract LS-1 of Paradiso Grande Phase 1
Grande Pines Community Development District
{OCU Project No. 	}

Grande Pines Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (“Seller”), for and in consideration of the sum of one dollar ($1.00) and other valuable consideration paid to Seller by County of Orange, a political subdivision of the State of Florida (“Buyer”), the receipt and sufficiency of which are hereby acknowledged, does hereby grant, sell, transfer, convey and deliver to Buyer all pipes, valves, fittings, wet well, pumps, electrical panels, fencing and other equipment that comprise the lift station tract described as follows:

Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

Buyer shall have all rights and title to the goods in itself and its assigns.

Seller warrants that it is the lawful owner of the goods and the goods are free from all liens and encumbrances. Seller has good right and title to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons.

GRANDE PINES COMMINUTY DEVELOPMENT DISTRICT,
a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes

By:			 Name: 		
Title:		

IN WITNESS WHEREOF, Seller has executed this Agreement at 	, Florida on 	, 2022.

SIGNED, SEALED AND DELIVERED	IN THE PRESENCE OF:

By:			
Witness

Attest:
AGREEMENT REGARDING TAXES
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

THIS AGREEMENT REGARDING TAXES (“Agreement”) is entered into this    day of 	, 2022, by and between PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, whose address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Developer”), and the GRANDE PINES COMMUNITY DEVELOPMENT
DISTRICT, a Florida community development district, whose address is c/o Governmental Management Services – Central Florida, LLC, 219 E. Livingston Street, Orlando, Florida 32801 (the “District”).

W I T N E S S E T H:

WHEREAS, Developer is the owner and developer of certain real property located within the boundaries of the District, as such property is described on Exhibit “A” attached hereto and incorporated herein (the “Property”); and

WHEREAS, Developer is the owner and developer of infrastructure improvements and personal property, made in, on, over, under and through the Property and the land owned by the District, as described on Exhibit “A” attached hereto and incorporated herein (the “Improvements”); and

WHEREAS, the District is a Florida community development district and local unit of special-purpose government created pursuant to Chapter 190, Florida Statutes; and

WHEREAS, as part of the ongoing development activities within the boundaries of the District, Developer has, simultaneously with the execution of this Agreement, conveyed the Property and the Improvements to the District by Warranty Deed and Bill of Sale Absolute and Agreement; and

WHEREAS, all or a substantial portion of real property already owned by the District is either exempt from ad-valorem taxes or has been given a minimal valuation by the Orange County Property Appraiser because of the District’s status as a governmental entity; and

WHEREAS, in conjunction with the conveyance of the Property and Improvements from Developer to District, Developer and District are desirous of setting forth in this Agreement their respective responsibilities with regard to applicable ad-valorem taxes and assessments on the Property.

NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other valuable considerations, paid by each party to the other, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows:

The above recitals are true and correct and are incorporated herein by reference.
Developer hereby represents that all ad-valorem taxes and assessments relating to the Property, or any portion thereof, for tax year 2021 and all prior years have been paid in full.

Developer hereby agrees to pay in full, and prior to their becoming delinquent, any and all ad-valorem taxes and assessments, if any, levied on the Property for the tax year 2022.

Subsequent to the District’s acceptance of the Property and Improvements, and only in the event the Property and Improvements are not conveyed to another governmental entity, the District shall endeavor to either obtain an exemption from ad-valorem taxes pertaining to the Property or, in the alternative, shall seek a minimal valuation of the Property, from the Orange County Property Appraiser and, subsequent to tax year 2022, Developer shall have no further responsibility with regard to ad-valorem taxes or assessments levied against the Property and/or Improvements, as applicable.

[SIGNATURE PAGE FOLLOWS]
SIGNATURE PAGE TO AGREEMENT REGARDING TAXES
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on their behalf by their duly authorized representatives, all as of the date first set forth above.

WITNESSES:

Signed, sealed and delivered in the presence of:	GRANTOR:

PARK SQUARE GRANDE PINES, LLC, a
Florida limited liability company

By: 		 Print: 	  Title: 		

ATTEST:

Secretary/Asst. Secretary	DISTRICT:

GRANDE	PINES	COMMUNITY DEVELOPMENT	DISTRICT,	a	Florida
community development district

By: 	 Printed Name: 	 Title:		
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Lift station tract improvements, including all pipes, valves, fittings, wet well, pumps, electrical panels, fencing and other equipment.
OWNER’S AFFIDAVIT
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

STATE OF FLORIDA COUNTY OF ORANGE

BEFORE ME, the undersigned authority, personally appeared 	 (“Affiant”) as 	 of Park Square Grande Pines, LLC, a Florida limited liability company, whose principal address is 5200 Vineland Road, Suite 200, Orlando, Florida 32811 (the “Owner”), who being first duly sworn on oath says:

That Affiant knows of his own knowledge that the Owner is the fee simple title holder to certain lands located in Orange County, Florida (the “Property”) and of certain infrastructure improvements on the Property (the “Improvements”), as more particularly described on Exhibit “A” attached hereto, and that Affiant is the 	 of the Owner, is making this Affidavit in that capacity only, and that no recourse shall be made against Affiant individually.

That the Property and Improvements, as described in the Warranty Deed and Bill of Sale Absolute and Agreement, dated as of the date hereof, are free and clear of all liens and encumbrances except for those encumbrances and matters affecting title included in First American Title Insurance Company Commitment No. 	, dated 	, 2022 at 8:00 A.M. (the “Commitment”).

That Affiant knows of no facts by reason of which the title to, or possession of, the Property and Improvements might be disputed or questioned, or by reason of which any claim to any part of the Property and Improvements might be asserted adversely to Owner.

That there have been no liens filed against the Property or the Improvements as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge, nor any unpaid bills of any nature as a result of any labor, materials, equipment or other work authorized by Owner, its employees, or agents or of which Owner has actual knowledge either for services of any architect, engineer, or surveyor, or for labor or material that may have been placed on the Property or Improvements, either in the construction or repair of the Improvements, or otherwise in connection with the Property which bills may have been incurred during the last ninety (90) days.

That no proceedings in bankruptcy or receivership have ever been instituted by or against the Owner, nor has Owner ever made an assignment for the benefit of its creditors.

That Affiant knows of no action or proceeding relating to the Property or Improvements which is now pending in any state or federal court in the United States affecting the Property, nor does Affiant know of any state or federal judgment or any federal lien of any kind or nature that now constitutes a lien or charge upon the Property or Improvements.

That, except as set forth in the Commitment, Affiant knows of no unrecorded easements, liens, or assessments for sanitary sewers, streets, roadways, paving, other public
utilities or improvements against the Property, nor are there any special assessments or taxes which are not shown as existing liens by the public records.

That this Affidavit is given for the purposes of inducing the Grande Pines Community Development District (the “District”), a Florida community development district and local unit of special-purpose government, to accept the Owner’s conveyance of the Property and Improvements to the District.

That there are no matters pending against Owner that could give rise to any lien(s) that could attach to the Property or the Improvements between the effective date of the Commitment and the recording of the deed of conveyance, and that Affiant shall not execute nor permit the execution or recording of any instruments that would adversely affect title of the Property or the ownership of the Improvements.

Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person. To inform the District and Latham, Luna, Eden & Beaudine, LLP (“LLEB”), that withholding of tax is not required upon the disposition of a U.S. real property interest by Owner, Owner hereby swears, affirms and certifies the following to District and LLEB that Owner: (i) is not a foreign person, foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (ii) is not a disregarded entity as defined in Section 1.1445-2(b)(2)(iii); (iii) is not a non-resident alien (as such term is defined in the Internal Revenue Code and Income Tax Regulations) for the purposes of U.S. income taxation; (iv) has an EIN/Federal Tax Identification Number of 	; (v) has a mailing address of 5200 Vineland Road, Suite 200, Orlando, Florida 32811. Affiant understands that this certification may be disclosed to the Internal Revenue Service by Owner and that any false statement contained herein could be punished by fine, imprisonment, or both. Affiant understands that the District and LLEB are relying on this certification in determining whether withholding is required upon said transfer.

That Affiant is familiar with the nature of an oath and with the penalties as provided by the laws of the State of Florida for falsely swearing to statements made in an instrument of this nature. Affiant further certifies that he has read the full facts set forth in this Affidavit and understands its content and context to be correct in all respects.

[SIGNATURES ON FOLLOWING PAGE]
FURTHER AFFIANT SAYETH NAUGHT. DATED: 	 , 2022
Signed, sealed and delivered in our presence:

(Signature) (Print Name)
(Signature) (Print Name)	PARK SQUARE GRANDE PINES, LLC, a
                 	Florida limited liability company

By:	 Print: 	 Title: 		

STATE OF FLORIDA COUNTY OF ORANGE
The foregoing instrument was acknowledged before me by means of [ ] physical presence
or [	] online notarization, this 	
day of
	, 2022, by
	, as
	 of PARK SQUARE GRANDE PINES, LLC, a Florida limited liability company, on behalf of the limited liability company. Said person is [  ] personally known to me
or [  ] has produced	as identification.

Notary Public; State of Florida
(SEAL)	Print Name: 		 Comm. Exp.: 	; Comm. No.: 		
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Lift station tract improvements, including all pipes, valves, fittings, wet well, pumps, electrical panels, fencing and other equipment.
CERTIFICATE OF DISTRICT ENGINEER
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

I, Christina Baxter, P.E. of Poulos & Bennett, LLC, a Florida limited liability company, authorized to transact business in Florida, and licensed to provide professional engineering services to the public in the State of Florida under Florida Certificate of Authorization No. 67547, with offices located at 2602 E. Livingston Street, Orlando, Florida 32803 (“Poulos”), hereby acknowledge and certify the following, to the best of my knowledge, information and belief, to be true and correct in all respects:

That I, through Poulos, currently serve as District Engineer to the Grande Pines Community Development District (the “District”).

That the District proposes to accept from Park Square Grande Pines, LLC, a Florida limited liability company (“Developer”), for ownership, operation and maintenance, certain real property described in Exhibit “A” attached hereto and incorporated herein (collectively, the “Property”), plus infrastructure improvements and personal property, made in, on, over, under and through the Property and the land owned by the District, as described more completely in Exhibit “A” attached hereto and incorporated herein (collectively, the “Improvements”), and subsequently convey such real property and improvements to Orange County, a charter county and political subdivision of the State of Florida, whose address is P.O. Box 1393, Orlando, Florida 32802-1393 (“Orange County”). Any real property being conveyed to the District is being transferred at only nominal cost to the District, so no review of an appraisal or similar documentation to reasonableness of purchase price or other valuation is required or being rendered.

That this certification (the “Certification”) is provided in conjunction with, and in support of, the District’s approval of the conveyance of the Property and Improvements from the Developer to the District and the District’s subsequent conveyance of the Property and Improvements to Orange County. The District will rely on this Certification for such purposes.

That the Improvements were constructed, installed, and/or completed, as appropriate, in accordance with known plans, specifications, contracts and permits required and/or approved by any known governmental authorities, as applicable. I have reviewed the actual cost of the Improvements built or constructed by or at the direction of the Developer and the District is paying no more than the actual cost incurred, or the current value thereof, whichever is less. The Property and Improvements are in a condition acceptable for acceptance by the District.

That the Improvements are properly permitted by the appropriate governmental entities, and that copies of the applicable plans, specifications and permits relating to the Improvements, if any, that have actually been provided to Poulos are being held by Poulos as records of the District on its behalf.
The District shall pay no more than the actual cost incurred by the Developer for the Improvements built or constructed by or at the direction of the Developer or the current fair market value thereof, whichever is less, as determined by the District Engineer.

[Signatures on the Following Page]
SIGNATURE PAGE TO CERTIFICATE OF DISTRICT ENGINEER
(Grande Pines Community Development District – Requisition No. 8 – Series 2021 Bonds) (Lift Station – Paradiso Grande Phase 1 Plat)

DATED: 	, 2022

Witness: 			
Print: 	

Witness: 	 Print: 		
Christina Baxter, P.E.
State of Florida License No.: 67547
on behalf of the company, Poulos & Bennett, LLC

STATE OF FLORIDA COUNTY OF ORANGE

The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this    day of 	, 2022 by CHRISTINA BAXTER of Poulos & Bennett, LLC, a Florida limited liability company authorized to transact business in Florida, on behalf of said corporation. Said person is [ ] personally known to me or [
] has produced a valid driver’s license as identification.

Notary Public; State of Florida

(SEAL)	Print Name: 	 Comm. Exp.: 	 Comm. No.: 	 
EXHIBIT “A”

DESCRIPTION OF THE PROPERTY AND IMPROVEMENTS PROPERTY
Tract LS-1, according to the Paradiso Grande Phase 1 plat, as recorded in Plat Book 108, Page 40, Public Records of Orange County, Florida.

IMPROVEMENTS

Lift station tract improvements, including all pipes, valves, fittings, wet well, pumps, electrical panels, fencing and other equipment.

!!"#$%&  "##

!!"#$%& "

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Grande Pines
Community Development District

Unaudited Financial Reporting
August 31, 2022

Table Of Contents

1	Balance Sheet	

2-3	

General Fund	

4	

Debt Service Fund - Series 2021	

5	

Capital Projects Fund - Series 2021	

6-7	

Month to Month	

8	

Long Term Debt Report	

9	

Assessment Receipt Schedule	
Grande Pines
Community Development District Combined Balance Sheet
August 31, 2022

	General Fund	Debt Service Fund	Capital Project Fund	Total Governmental Funds	
Assets:
Cash
Due From Developer Prepaid Expenses Series 2021
Reserve Revenue Construction	
$	6,314
$	8,639
$	2,020

$	-
$	-
$	-	
$	-
$	-
$	-

$	382,500
$	123,612
$	-	
$	-
$	-
$	-

$	-
$	-
$	3,739,608	
$	6,314
$	8,639
$	2,020

$	382,500
$	123,612
$	3,739,608	
Total Assets	$	16,973	$	506,112	$	3,739,608	$	4,262,692	
Liabilities: Accounts Payable Due to Developer Due To Other Fica Payable	
$	10,452
$	-
$	-
$	-	
$	-
$	-
$	-
$	-	
$	-
$	16,700
$	-
$	-	
$	10,452
$	16,700
$	-
$	-	
Total Liabilites	$	10,452	$	-	$	16,700	$	27,152	
Fund Balances:
Unassigned
Assigned for Debt Service Assigned for Capital Projects	
$	6,521
$	-
$	-	
$	-
$	506,111
$	-	
$	-
$	-
$	3,722,908	
$	6,521
$	506,111
$	3,722,908	
Total Fund Balances	$	6,521	$	506,111	$	3,722,908	$	4,235,540	
					
Total Liabilities & Fund Equity	$	16,973	$	506,111	$	3,739,608	$	4,262,692	
Grande Pines
Community Development District
General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending August 31, 2022

Adopted	Prorated Budget	Actual		
Budget	Thru 08/31/22	Thru 08/31/22	Variance	

Revenues:					
Developer Contributions	$	498,778	$	65,859	$	65,859	$	-	
Total Revenues	$	498,778	$	65,859	$	65,859	$	-	

Expenditures:					
Administrative Expenditures
Supervisor Fees	

$	12,000	

$	11,000	

$	800	

$	10,200	
FICA Expense	$	918	$	842	$	199	$	643	
Engineering	$	12,000	$	11,000	$	645	$	10,355	
Attorney	$	25,000	$	22,917	$	5,679	$	17,238	
Arbitrage	$	450	$	450	$	450	$	-	
Annual Audit	$	5,000	$	4,900	$	4,900	$	-	
Dissemination Fees	$	3,500	$	3,208	$	3,208	$	-	
Trustee Fees	$	5,000	$	2,020	$	2,020	$	-	
Assessment Administration	$	5,000	$	5,000	$	5,000	$	-	
Management Fees	$	35,000	$	32,083	$	32,083	$	(0)	
Information Technology	$	1,000	$	917	$	917	$	0	
Website Administration	$	500	$	458	$	458	$	(0)	
Telephone	$	300	$	275	$	-	$	275	
Postage	$	700	$	642	$	36	$	606	
Insurance	$	5,776	$	5,776	$	5,435	$	341	
Printing & Binding	$	700	$	642	$	12	$	629	
Legal Advertising	$	5,000	$	4,583	$	560	$	4,023	
Other Current Charges	$	1,000	$	917	$	402	$	515	
Office Supplies	$	400	$	367	$	16	$	351	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Total Administrative Expenditures	$	119,419	$	108,171	$	62,996	$	45,175	
Grande Pines
Community Development District
General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending August 31, 2022

Adopted	Prorated Budget	Actual		
Budget	Thru 08/31/22	Thru 08/31/22	Variance	

Field Expenditures					
Field Management	$	15,000	$	-	$	-	$	-	
Gate Attendants	$	163,171	$	-	$	-	$	-	
Gate Repairs	$	6,000	$	-	$	-	$	-	
Gate Internet, Phone, Cable	$	3,000	$	-	$	-	$	-	
Gate Cameras	$	1,200	$	-	$	-	$	-	
Gate Supplies	$	1,500	$	-	$	-	$	-	
Property Insurance	$	2,465	$	-	$	-	$	-	
Electric	$	6,900	$	-	$	-	$	-	
Streetlights	$	60,648	$	-	$	-	$	-	
Water & Sewer	$	21,740	$	-	$	-	$	-	
Landscape Maintenance	$	69,900	$	-	$	-	$	-	
Landscape Contingency	$	1,000	$	-	$	-	$	-	
Irrigation Repairs	$	3,000	$	-	$	-	$	-	
Lake Maintenance	$	12,035	$	-	$	-	$	-	
Pressure Washing	$	6,000	$	-	$	-	$	-	
Sign Maintenance	$	1,800	$	-	$	-	$	-	
Repairs & Maintenance	$	1,500	$	-	$	-	$	-	
Contingency	$	2,500	$	-	$	-	$	-	
Total Field Expenditures	$	379,359	$	-	$	-	$	-	
					
Total Expenditures	$	498,778	$	108,171	$	62,996	$	45,175	
					
Excess (Deficiency) of Revenues over Expenditures	$	-		$	2,863		
					
Fund Balance - Beginning	$	-		$	3,659		
					
Fund Balance - Ending	$	-		$	6,521		
Grande Pines
Community Development District Debt Service Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending August 31, 2022

Adopted	Prorated Budget	Actual		
Budget	Thru 08/31/22	Thru 08/31/22	Variance	

Revenues
Assessment - Direct Interest

$	382,500	$
$	-	$

382,500	$
-	$

382,500	$
710	$

- 710

Expenditures:
Series 2021 Interest - 11/1 Principal - 5/1 Interest - 5/1

$	124,063	$
$	135,000	$
$	124,063	$

124,063	$
135,000	$
124,063	$

124,063	$	-
135,000	$	-
124,063	$	-

Other Financing Sources/(Uses)
Transfer In/(Out)

$	-	$

-	$	(539)  $

(539)

Grande Pines
Community Development District Capital Projects Fund Series 2021
Statement of Revenues, Expenditures, and Changes in Fund Balance
For The Period Ending August 31, 2022

Adopted	Prorated Budget	Actual		
Budget	Thru 08/31/22	Thru 08/31/22	Variance	

Revenues
Interest	
$	-	$	-	$	8,270	
$	8,270	
Total Revenues	$	-	$	-	$	8,270	$	8,270	
Expenditures:

Capital Outlay	

$	-	$	-	$	2,136,064	

$	(2,136,064)	
Total Expenditures	$	-	$	-	$	2,136,064	$	(2,136,064)	
Other Financing Sources/(Uses)

Transfer In/(Out)	

$	-	$	-	$	539	

$	539	
Total Other Financing Sources/(Uses)	$	-	$	-	$	539	$	539	
			
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(2,127,254)		
			
Fund Balance - Beginning	$	-	$	5,850,162		
			
Fund Balance - Ending	$	-	$	3,722,908		
Grande Pines
Community Development District

Revenues:

Developer Contributions/Assessments

$	10,435  $

4,511  $

3,620  $

3,439  $

-  $	7,917  $

4,356  $

10,498  $

7,732  $

4,712  $

8,639  $

-  $	65,859

Expenditures:

Administrative Expenditures
Supervisor Fees FICA Expense Engineering Attorney Arbitrage Annual Audit
Dissemination Fees Trustee Fees
Assessment Administration Management Fees Information Technology Website Administration Telephone
Postage Insurance
Printing & Binding Legal Advertising Other Current Charges Office Supplies
Dues, Licenses & Subscriptions

$	-  $
$	-  $
$	-  $
$	234  $
$	-  $
$	-  $
$	292  $
$	-  $
$	5,000  $
$	2,917  $
$	83  $
$	42  $
$	-  $
$	3  $
$	5,435  $
$	4  $
$	-  $
$	30  $
$	15  $
$	175  $

-  $
46  $
53  $
51  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
1  $
-  $
-  $
-  $
30  $
0  $
-  $

-  $
-  $
368  $
-  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
2  $
-  $
-  $
-  $
43  $
0  $
-  $

-  $
-  $
56  $
966  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
11  $
-  $
-  $
-  $
38  $
0  $
-  $

-  $
-  $
-  $
-  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
1  $
-  $
-  $
-  $
38  $
0  $
-  $

-  $
46  $
-  $
200  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
-  $
-  $
1  $
-  $
30  $
-  $
-  $

-  $
46  $
113  $
1,006  $
450  $
4,900  $
292  $
2,020  $
-  $
2,917  $
83  $
42  $
-  $
3  $
-  $
-  $
-  $
38  $
0  $
-  $

-  $
-  $
-  $
256  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
5  $
-  $
3  $
-  $
38  $
0  $
-  $

-  $
-  $
56  $
509  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
2  $
-  $
-  $
-  $
38  $
0  $
-  $

400  $
31  $
-  $
2,459  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
8  $
-  $
1  $
560  $
38  $
0  $
-  $

400  $
31  $
-  $
-  $
-  $
-  $
292  $
-  $
-  $
2,917  $
83  $
42  $
-  $
0  $
-  $
3  $
-  $
38  $
-  $
-  $

-  $	800
-  $	199
-  $	645
-  $	5,679
-  $	450
-  $	4,900
-  $	3,208
-  $	2,020
-  $	5,000
-  $	32,083
-  $	917
-  $	458
-  $	-
-  $	36
-  $	5,435
-  $	12
-  $	560
-  $	402
-  $	16
-  $	175

Grande Pines
Community Development District

	Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total		

Field Expenditures															
Field Management	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Gate Attendants	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Gate Repairs	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Gate Internet, Phone, Cable	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Gate Cameras	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Gate Supplies	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Property Insurance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Electric	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Streetlights	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Water & Sewer	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Landscape Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Landscape Contingency	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Irrigation Repairs	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Lake Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Pressure Washing	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Sign Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Repairs & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Contingency	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	
Total Field Expenditures	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-  $		-	

Total Expenditures	$	14,230	$	3,514	$	3,747	$	4,404	$	3,373	$	3,609	$	11,910	$	3,637	$	3,938	$	6,830	$	3,805	$	-	$	62,996	
														
Excess (Deficiency) of Revenues over Expenditures	$	(3,795)	$	997	$	(126)	$	(965)	$	(3,373)	$	4,308	$	(7,554)	$	6,861	$	3,794	$	(2,118)	$	4,834	$	-	$	2,863	
Grande Pines
Community Development District Long Term Debt Report

Series 2021, Special Assessment Bonds		
Interest Rates:	2.50%, 3.20%, 3.75%, 4.00%	
Maturity Date:	5/1/2051	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$382,500	
Reserve Fund Balance	$382,500	
Bonds Outstanding - 11/1/21	$6,760,000	
Less: Principal payment - 5/1/22	($135,000)	
Current Bonds Outstanding	$6,625,000	
Grand Pines CDD
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2022

Direct Bill Assessments

Park Square Grande Pines, LLC
2022-01	$382,500.00						
Date
Received	Due
Date	Check
Number	Net
Assessed	Amount
Received	Series 2021
Debt Service	

12/1/21
2/18/22
5/9/22	
11/1/21
2/1/22
5/1/22	
60563
61986
63210	
$191,250.00
$95,625.00
$95,625.00	
$191,250.00
$95,625.00
$95,625.00	
$191,250.00
$95,625.00
$95,625.00	
			$ 382,500.00	$ 382,500.00	$ 382,500.00	

!!"#$%& "
EXHIBIT B

FORM OF REQUISITION 2021 ACQUISITION AND CONSTRUCTION ACCOUNT

Grande Pines Community Development District Orange County, Florida

U.S. Ban1‹National Association, as Trustee Orlando, Florida

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2021 (ASSESSMENT AREA ONE)

The undersigned, a Responsible Officer of the Grande Pines Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the Disoict and U.S. Bank National Association, as trustee (the “Trustee”), dated as of March 1, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of March 1, 2021 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number; 8

Name of Payee; Park Square Grande Pines, LLC

Amount Payable; $ 2,127,711.46

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments):

Construction Costs – Grande Pines Phase 1 Infrastructure

Account from which disbursement to be made: 2021 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

2,		each disbursement set forth above is a proper charge against the Account referenced in “E” above;

each disbursement set forth above was incurred in connection with the Cost of the Assessment Area One Capital Improvement Program;

52755415; I5
B-I

each disbursement represents a Cost of the Assessment Area One Capital Improvement Program which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further ce1tifies that there has not been filed with or served upon the District notice of any lien, right to lien. or attachment upon, or claim affecting the right to receive payment of. any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fu1ther certifies that such requisition contains no item representing payment on account of any retained percentage \vhich the District is at the date of such certific te entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District. •

GRANDE PINES COMMUNITY DEVELOPMENT DISTRlCT

The undersigned District Engineer hereby cerrifies that; (i) this disbursement is for the Cost of the Assessment Area One Capital lmprovement Program and is consistent with the report of the District Engineer, as such report has been amended or modified; (ii) that the portion of the Assessment Area One Capital Improvement Program improvements being acquired from the proceeds of the 2021 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the Assessment Area One Capital Improvement Program improvements subject lo this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the Assessment Area One Capital Improvement Program improvements being acquired pursuant to,,ltt 'd l/1'iU1 ,91).1is no more than
the lesser of the fair market value of such improvements and &\	1\1o  ction of such
improvements; and (v) the plans and specifications f t ;i,	-¢ "A" Improvement Program improvements subject to th
Regulatory Bodies required to approve them.
l	e Capital

B-2

52755415.JS

Grande Pines Community Development District
Assessment Area One Acquisition & Requisition No. 8
Orange County, Florida

Prepared For Park Square Homes
5200 Vineland Road, Suite 200
Orlando, FL 32811

Date
August 17, 2022

2602 E. Livingston St. | Orlando, Florida 32803 | Tel: 407.487.2594 | www.poulosandbennett.com FBPE Certificate of Authorization No. 2856
Table of Contents

Section 1	Requisition No. 8
Requisition No. 8 for Disbursement Requisition No. 8 Summary
Table 1: Wal-Rose, Inc. Pay Application #20/
Summary of % CDD Reimbursable & % Applicable Requisition 8

Section 2	Exhibits
Exhibit 15 Assessment Area Exhibit Exhibits A: Wal-Rose, Inc. Pay Applications Exhibits B: Wal-Rose, Inc. Lein Releases

Section 3	Supplemental Documents
Exhibit C: Paradiso Grande (f.k.a. Grande Pines) Phase 1 Recorded Plat Exhibit D: Grande Pines Orangewood N-2 PD Parcel 11D Phase 1 Approved
Construction Plans

Section 4	Bill of Sale Infrastructure
Exhibit E: Bill of Sale – Grande Pines Phase 1- Park Square Homes Exhibit F: Bill of Sale – Grande Pines Phase 1- CDD
Section 1
Requisition No. 8
Requisition No. 8 Summary

Grande Pines Community Development District (CDD) Acquisition & Requisition Request No. 8 is detailed in the following report. Requisition No. 8 includes Assessment Area One, more specifically, CDD lands located within, Area One, Paradiso Grande Phase 1 (f.k.a Grande Pines Phase 1), as recorded in Plat book 17 Page 81-87 (Exhibit C)
Requisition No. 8 includes reimbursement request to Park Square Homes, LLC for Assessment Area One Estimated Costs, per Exhibit 16 of the CDD Engineer’s Report. The reimbursement request relates to Grande Pines including the following:
Construction Costs (See Exhibit A)
Grande Pines Phase 1 Infrastructure
Please note Table 1 and the Exhibits referenced above provide additional details on costs, scope, and percentage of applicable costs which applies to CDD Assessment Area One. In addition, the approved construction plans associated with the Grande Pines Phase 1 infrastructure construction are provided as Exhibit D.

Table 1 provides a summary of the percentage that is reimbursable based on CDD infrastructure related to the Grande Pines Phase 1 utilities construction and site grading. At the time of this report, Orange County has not issued Certification of Completion; Orange County Utilities Certificate of Completion is pending approval. Requisition No. 8 includes a portion of the construction costs paid by Park Square Homes, LLC to Wal-Rose, Inc. based on Pay Applications reviewed by Poulos & Bennett.
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
Change Orders						
PCCO#001						
PCO#001						
210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut
to Fill.Other Cut to fill -859cy	$	(3,307.15)		
0%	
90%	
$	-	
210 Earthwork-Excavation - Stock Pile.O Excavation - Stock
Pile.Other Cut to stockpile -2122cy	$	(6,472.10)		
0%	
90%	
$	-	
210 Earthwork-Grading - Building Pads.O Grading - Building
Pads.Other Grade Tract 1 6536sy	$	3,921.60		
0%	
90%	
$	-	
210 Earthwork-Grading - ROW.O Grading - ROW.Other
Grade ROWs -1143sy	$	(685.80)		
100%	
90%	
$	(617.22)	
210 Earthwork-Bahia Sod - 2' to BOC.O Bahia Sod Install - 2'
to BOC.OtherSod 2’ BOC -40sy	$	(106.00)		
100%	
90%	
$	(95.40)	
210 Earthwork-Seed Mulch Common ttracts.O Seed and
Mulch Common tracts.Other Seed & mulch Phases 1 & 2 212310sy	
$	63,693.00		
0%	
90%	
$	-	
210 Earthwork-Seed Mulch Common ttracts.O Seed and
Mulch Common tracts.Other Seed & mulch Phsaes 3, 4 & 5 247856sy	
$	74,356.80		
0%	
90%	
$	-	
210 Earthwork-Seed Mulch Common ttracts.O Seed and
Mulch Common tracts.Other Seed & mulch PH 3 & 4 - 246840sy	
$	(123,420.00)		
0%	
90%	
$	-	
210 Earthwork-Bahia Sod - Open Tracts.O Bahia Sod Install
- Open Tracts.Other Sod Common areas -286sy5	$	(757.90)		
0%	
90%	
$	-	
260.20 Concrete-Curb - Type A Median.O Curb - Type A
Median.Other Type A curb 72If	$	1,188.00		
100%	
90%	
$	1,069.20	
260.20 Concrete-Curb - Drop.0 Curb - Drop.OtherType D
curb 240If	$	3,648.00		
100%	
90%	
$	3,283.20	
260.20 Concrete-Curb Type E.O Curb - Type E.Other Type E
curb 26lf	$	548.60		
100%	
90%	
$	493.74	
260.20 Concrete-Curb - Type F.O Curb - Type "F"
FDOT.Other Type F curb 418lf	$	7,691.20		
100%	
90%	
$	6,922.08	
260.20 Concrete-Curb - Miami.O Curb - Miami.Other Miami
curb 16If	$	264.00		
100%	
90%	
$	237.60	
260.20 Concrete-Curb - Ribbon 12".0 Curb - Ribbon
12".Other 1' ribbon curb -284lf	$	(4,316.80)		
100%	
90%	
$	(3,885.12)	
260.20 Concrete-Valley Gutter - 3'.O Valley Gutter -
3'.Other 3' valley gutter -34lf	$	(673.20)		
100%	
90%	
$	(605.88)	
260.20 Concrete-Sidewalk - Concrete 54-Sidewalk-
Concrete 54 5’ x 4".O Sidewalk-Concrete 54 5' x 4".Other 5‘x4" sidewalk 394lf	
$	9,357.50		
100%	
90%	
$	8,421.75	
260.20 Concrete-Sidewalk - Concrete 44.O Sidewalk
Concrete 4' x 4".Other 4’x4" sidewalk -102If	$	(1,938.00)		
100%	
90%	
$	(1,744.20)	
260.20 Concrete-Sidewalk - Concrete 56.O Sidewalk
Concrete 5' x 6".Other 5’x6" sidewalk -4If	$	(105.60)		
100%	
90%	
$	(95.04)	
260.20 Concrete-Hdcp Ramp w/ ADA Mat-Hdcp Ramp
w/ada Mat 4’.0 Hdcp Ramp w/ada Mat 4'.Other 4' ADA ramp -2	
$	(1,666.70)		
100%	
90%	
$	(1,500.03)	
260.20 Concrete-Driveway Apron - 6".O Driveway Apron -
6".Other 6" concrete apron -10sy	$	(475.00)		
100%	
90%	
$	(427.50)	
260.10 Base-Compacted Subgrade 12".O Compacted
Subgrade 12".Other 12" compacted subgrade 635sy	$	1,365.25		
100%	
90%	
$	1,228.73	
260.10 Base-Stabilized Subgrade - 6".O Stabilized Subgrade
- 6".Other 6" stabilized curb pad 370sy	$	1,554.00		
100%	
90%	
$	1,398.60	
260.10 Base-Stabilized Subgrade- 10.O Stabilized Subgrade
- 10".Other 10" stabilized access -3414sy	$	(18,435.60)		
100%	
90%	
$	(16,592.04)	
260.10 Base-Stabilized Subgrade - 6".O Stabilized Subgrade
- 6".Other Stabilized access (6" subgrade, 2" recycled concrete) 2920sy	
$	33,872.00		
100%	
90%	
$	30,484.80	
260.10 Base-Stabilized Subgrade - 12.O Stabilized Subgrade
- 12".Other 12" stabilized subgrade 122sy	$	1,152.90		
100%	
90%	
$	1,037.61	
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
260.10 Base-Soit Cement Base - 6".O Soit Cement Base -
6".Other 6" soit cement base 293sy	$	4,658.70		
100%	
90%	
$	4,192.83	
260.10 Base-Soil Cement Base - 8".O Soil Cement Base -
8".Other 8" soil cement base 200sy	$	4,000.00		
100%	
90%	
$	3,600.00	
260.10 Base-Soit Cement Base - 10".O Soit Cement Base -
10".Other 10" soit cement base -52sy	$	(1,554.80)		
100%	
90%	
$	(1,399.32)	
260.30 Asphalt-Asphalt SP9.5 FDOT - 1.2.O Asphalt SP9.5
FDOT - 1.25".Other 1.25" SP-9.5 asphalt 293sy	$	2,549.10		
100%	
90%	
$	2,294.19	
260.30 Asphalt-Asphalt SP12.5 112.O Asphalt SP12.5 1
1/2".Other 1°/«" SP-12.5 asphalt 200sy	$	2,060.00		
100%	
90%	
$	1,854.00	
260.30 Asphalt-Asphalt 3.O Asphalt - 3".Other 3" Type s
asphalt -52sy	$	(1,071.20)		
100%	
90%	
$	(964.08)	
260.30 Asphalt-Asphalt FC12.5 1.5".O Asphalt FC12.5
1.5".Other 1'/«" SFC-12.5 asphalt 1203sy	$	18,826.95		
100%	
90%	
$	16,944.26	
260.25 Striping & Signage-Striping and Signage.O Striping
and Signage.Other Signs & striping	$	1,099.50		
100%	
90%	
$	989.55	
230.20 Storm RCP-Storm Pipe 1218ERCP.O Storm Pipe - 12"
x 18" ERCP.Other 12"x18" RGP -35lf	$	(1,575.00)		
100%	
90%	
$	(1,417.50)	
230.20 Storm RCP-Storm Pipe 15RGP.O Storm Pipe
15RCP.Other 15" RCP -11 If	$	(324.50)		
100%	
90%	
$	(292.05)	
230.20 Storm RCP-Storm Pipe 18RCP.0 Storm Pipe
18RCP.Other 18" RCP 10If	$	342.50		
100%	
90%	
$	308.25	
230.20 Storm RCP-Storm Pipe 24RCP.O Storm Pipe
24RCP.Other 24" RCP -519lf	$	(26,417.10)		
100%	
90%	
$	(23,775.39)	
230.20 Storm RCP-Storm Pipe 30RCP.O Storm Pipe
30RCP.Other 30" RCP 389lf	$	27,794.05		
100%	
90%	
$	25,014.65	
230.20 Storm RCP-Storm Pipe 36RCP.O Storm Pipe
36RCP.Other 36" RCP 38If	$	3,226.20		
100%	
90%	
$	2,903.58	
230.20 Storm RCP-Storm Pipe 42RCP.O Storm Pipe
42RCP.Other 42" RCP 166If	$	20,301.80		
100%	
90%	
$	18,271.62	
230.20 Storm RCP-Storm Pipe 48RCP.O Storm Pipe
48RCP.Other 48" RCP -200If	$	(28,960.00)		
100%	
90%	
$	(26,064.00)	
230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc
Ftgs.Other 38" x 60” ERCP 200If	$	38,460.00		
100%	
90%	
$	34,614.00	
230.3 Storm - FES-Storm 18FES.O Storm - 18" Flared End
Section.Other 18" FES -1	$	(816.40)		
100%	
90%	
$	(734.76)	
230.3 Storm - FES-Storm 24FES.O Storm - 24" Flared End
Section.Other 24" FES -1	$	(939.80)		
100%	
90%	
$	(845.82)	
230.3 Storm - FES-Storm 42FES.O Storm - 42" Flared End
Section.Other 42" FES 1	$	3,855.15		
100%	
90%	
$	3,469.64	
230.3 Storm - FES-Storm 48FES.O Storm - 48" Flared End
Section.Other 48” FES -1	$	(4,648.70)		
100%	
90%	
$	(4,183.83)	
230.4 Storm MES-Storm 48MES.O Storm - 48" Mitered End
Section.Other 48" MES 1	$	3,707.45		
100%	
90%	
$	3,336.71	
230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc
Ftgs.Other 38" X 60" FES 1	$	4,533.50		
100%	
90%	
$	4,080.15	
230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc
Ftgs.Other 18" Pipe Plug 1	$	250.00		
100%	
90%	
$	225.00	
230.6 Storm Inlet and Tops-Storm P1 Inlet <10.0 Storm P1
Inlet «10.Other PI inlet < 10' -1	$	(5,126.45)		
100%	
90%	
$	(4,613.81)	
230.6 Storm Inlet and Tops-Storm P1 Inlet »10.0 Storm P1
Inlet »10.Other P1 nlet > 10’ -1	$	(6,245.60)		
100%	
90%	
$	(5,621.04)	
230.6 Storm Inlet and Tops-Storm P1 Inlet <10.O Storm P1
Inlet «10.Other P1 inlet 2	$	11,449.40		
100%	
90%	
$	10,304.46	
230.6 Storm Inlet and Tops-Storm P2 Inlet.O Storm P2 Inlet
«10.Other P2 inlet < 10’ -1	$	(6,064.95)		
100%	
90%	
$	(5,458.46)	
230.6 Storm Inlet and Tops-Storm P2 Inlet.O Storm P2 Inlet
<10.Other P2 inlet 1	$	6,474.00		
100%	
90%	
$	5,826.60	
230.6 Storm Inlet and Tops-Storm P4 Inlet.O Storm P4 Inlet
<10.Other P4 inlet <10' -3	$	(12,758.70)		100%	90%	$	(11,482.83)	
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
230.6 Storm Inlet and Tops-Storm P4 Inlet >10.O Storm P4
Inlet »10.Other P4 inlet >10’ -2	$	(10,783.80)		
100%	
90%	
$	(9,705.42)	
230.6 Storm Inlet and Tops-Storm P4 Inlet.O Storm P4 Inlet
<10.Other P4 inlet 3	$	14,254.20		100%	90%	$	12,828.78	
230.6 Storm Inlet and Tops-Storm J3 Inlet.O Storm J3 Inlet
<10.Other J3 inlet < 10' -2	$	(15,124.00)		
100%	
90%	
$	(13,611.60)	
230.6 Storm Inlet and Tops-Storm J3 Inlet.O Storm J3 Inlet
<10.Other J3 inlet « 10' 2	$	16,235.30		
100%	
90%	
$	14,611.77	
230.6 Storm Inlet and Tops-Storm J4 Inlet.O Storm J4 Inlet
<10.Other J4 inlet 2	$	14,351.90		
100%	
90%	
$	12,916.71	
230.6 Storm Inlet and Tops-Storm P7 Inlet.O Storm P7 Inlet
«10.Other P7 MH < 10’ -7	$	(18,963.35)		100%	90%	$	(17,067.02)	
230.6 Storm Inlet and Tops-Storm P7 Inlet »10.O Storm P7
Inlet »10.Other P7 MH » 10' -2	$	(7,077.80)		
100%	
90%	
$	(6,370.02)	
230.6 Storm Inlet and Tops-Storm P7 Inlet.O Storm P7 Inlet
<10.Other P7 MH 8	$	22,880.00		100%	90%	$	20,592.00	
230.6 Storm Inlet and Tops-Storm J7 Inlet.O Storm J7 Inlet
<10.Other J7 MH < 10' -1	$	(3,463.80)		
100%	
90%	
$	(3,117.42)	
230.6 Storm Inlet and Tops-Storm J7 Inlet »10.O Storm J7
Inlet »10.Other J7 MH » 10' -1	$	(4,006.00)		
100%	
90%	
$	(3,605.40)	
230.6 Storm Inlet and Tops-Storm J7 Inlet.O Storm J7 Inlet
<10.Other J7 MH 3	$	12,996.00		
100%	
90%	
$	11,696.40	
230.6 Storm Inlet and Tops-Storm V Inlet.0 Storm V
Inlet.Other V inlet -1	$	(4,240.10)		
100%	
90%	
$	(3,816.09)	
230.8 Storm MH-Storm H Control.O Storm - H Control
Structure.Other Type H control structure -2	$	(22,158.70)		
100%	
90%	
$	(19,942.83)	
230.8 Storm MH-Storm H Control.O Storm - H Control Structure.Other Type H control structure 2	
$	22,909.40		
100%	
90%	
$	20,618.46	
230.99 Storm - Misc-Storm - Clean Light.O Storm - Clean
Light.Other Clean & inspect storm -351If	$	(1,158.30)		
100%	
90%	
$	(1,042.47)	
220 Sanitary Sewer-Sanitary - Dewatering.O Sanitary
Sewer - Dewatering.Other Dewater sanitary sewer 1	$	1,411.00		
100%	
90%	
$	1,269.90	
220 Sanitary Sewer-Connect to Existing Forecemain.O
Sanitary Sewer - Connect to existing forcemain.Other Connect to forcemain -1	
$	(579.55)		
100%	
90%	
$	(521.60)	
220 Sanitary Sewer-Sanitary Directional.O Sanitary Sewer - 4 Directional Forcemain.Other 12" directional crossing 80If	
$	16,560.00		
100%	
90%	
$	14,904.00	
220.91 Sanitary DR18-Sanitary Pipe 8DR18.O Sanitary
Sewer Pipe 8DR18.Other 8" PVC forcemain 78If	$	1,591.20		
100%	
90%	
$	1,432.08	
220.99 Sanitary - Misc-Sanitary Misc Ftgs.O Sanitary Misc
Ftgs.Other 8" plug valve 2	$	6,184.60		
100%	
90%	
$	5,566.14	
220 Sanitary Sewer-Sanitary ARV.0 Sanitary Sewer -
ARV.Other Air release valve 1	$	9,254.45		
100%	
90%	
$	8,329.01	
220.99 Sanitary - Misc-Sanitary Misc Ftgs.O Sanitary Misc
Ftgs.Other Forcemain fittings & restraints	$	4,238.95		
100%	
90%	
$	3,815.06	
220 Sanitary Sewer-Sanitary - Forcemain Tes.O Sanitary
Sewer - Forcemain Testing.Other Pressure test forcemain 158lf	
$	197.50		
100%	
90%	
$	177.75	
220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer
Pipe 8DR26 0-6.O Sanitary Sewer Pipe 8DR26 0-6'.Other 8" gravity sewer 4/6’ 251lf	
$	4,128.95		
100%	
90%	
$	3,716.06	
220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer
Pipe 8DR26 6-8.O Sanitary Sewer Pipe 8DR26 6-8’.Other 8" gravity sewer 6/8’ 128If	
$	2,291.20		
100%	
90%	
$	2,062.08	
220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer
Pipe 8DR26 8-10.O Sanitary Sewer Pipe 8DR26 8-10’.Other 8" gravity sewer 8/10’ 285If	
$	5,643.00		
100%	
90%	
$	5,078.70	
220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer
Pipe 8DR26 10-12.O Sanitary Sewer Pipe 8DR26 10- 12’.Other 8" gravity sewer 10/12' 101lf	
$	2,141.20		
100%	
90%	
$	1,927.08	
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
220.92 Sanitary DR26-Sanitary Pipe 10DR26-Sanitary Sewer
Pipe 10DR26 10-12.O Sanitary Sewer Pipe 10DR26 10- 12'.Other 10" gravity sewer 10/12' -60If	
$	(1,656.00)		
100%	
90%	
$	(1,490.40)	
220.92 Sanitary DR26-Sanitary Pipe 10DR26-Sanitary Pipe
10DR26 12-14.O Sanitary Pipe 10DR26 12-14.Other 10" gravity sewer 12/14' 60If	
$	1,746.00		
100%	
90%	
$	1,571.40	
220.10 Sanitary ManHoles-Sanitary MH 0-6'.O Sanitary
Sewer MH 0-6’.Other 4' SS MH 4/6 -2	$	(7,961.00)		
100%	
90%	
$	(7,164.90)	
220.10 Sanitary ManHoles-Sanitary MH 0-6'.O Sanitary
Sewer MH 0-6‘.Other 4’ SS MH 4/6 2	$	7,754.20		
100%	
90%	
$	6,978.78	
220.10 Sanitary ManHoles-Sanitary MH 6-8'.O Sanitary
Sewer MH 6-8'.Other 4' SS MH 6/8' -2	$	(8,479.70)		
100%	
90%	
$	(7,631.73)	
220.10 Sanitary ManHoles-Sanitary MH 6-8'.0 Sanitary
Sewer MH 6-8'.Other 4' SS MH 6/8’ 2	$	16,863.20		
100%	
90%	
$	15,176.88	
220.10 Sanitary ManHoles-Sanitary MH 8-10'.O Sanitary
Sewer MH 8-10'.Other 4' SS MH 8/10' 3	$	12,923.55		
100%	
90%	
$	11,631.20	
220.10 Sanitary ManHoles-Sanitary MH 8-10’.O Sanitary
Sewer MH 8-10’.Other 4' SS MH 8/10' lined -2	$	(17,825.90)		100%	90%	$	(16,043.31)	
220.10 Sanitary ManHoles-Sanitary MH 10-12'.0 Sanitary
Sewer MH 10-12'.Other 4' SS MH 10/12' -1	$	(5,165.00)		
100%	
90%	
$	(4,648.50)	
220.10 Sanitary ManHoles-Sanitary MH 12-14'.O Sanitary
Sewer MH 12-14’.Other 4' SS MH 12/14' lined 2	$	33,167.90		
100%	
90%	
$	29,851.11	
220 Sanitary Sewer-Sanitary MH Drop Conn.O Sanitary Sewer MH Drop Connection.Other Drop connection 3.88vf	
$	1,105.80		
100%	
90%	
$	995.22	
220 Sanitary Sewer-Sanitary Single Services.O Sanitary Sewer Single Services.Other Single service 7ea	$	3,909.50		
0%	
90%	
$	-	
220 Sanitary Sewer-Sanitary Double Services.0 Sanitary
Sewer Double Services.Other Double service -1	$	(624.85)		
0%	
90%	
$	-	
220 Sanitary Sewer-Sanitary - Clean, Flush and Video.0
Sanitary - Clean, Flush and Video.Other
Clean, test & video sanitary mains and manholes	
$	5,202.00		
100%	
90%	
$	4,681.80	
240.99 Water - Misc-Water Tie Into Existing.O Water - Tie
into Existing.Other Connect to 24" water main	$	(10,484.90)		
100%	
90%	
$	(9,436.41)	
240.99 Water - Misc-Water Tie Into Existing.O Water - Tie
into Existing.Other Connect to 24" water main	$	10,730.30		
100%	
90%	
$	9,657.27	
240.11 Water DR11-12DR11.O Water - 12" DR 11
directional pipe.Other 12" directional crossing -165lf	$	(32,670.00)		
100%	
90%	
$	(29,403.00)	
240.91 Water DR18-Water 12DR18.O Water
12DR18.Other 12” PVC water main 245If	$	8,746.50		
100%	
90%	
$	7,871.85	
240.91 Water DR18-Water 8DR18.O Water 8DR18.Other 8"
PVC water main 170lf	$	3,476.50		
100%	
90%	
$	3,128.85	
240.99 Water - Misc-Water - Fire Hydrants.O Water - Fire
Hydrants.Other Fire hydrant assembly	$	4,550.85		
100%	
90%	
$	4,095.77	
240.99 Water - Misc-Water Misc Ftgs.O Water Misc
Ftgs.Other Fittings & restraints	$	(10,984.25)		
100%	
90%	
$	(9,885.83)	
240.99 Water - Misc-Water Misc Ftgs.O Water Misc
Ftgs.Other 12" fittings & restraints	$	18,676.10		
100%	
90%	
$	16,808.49	
240.99 Water - Misc-Water Misc Ftgs.O Water Misc
Ftgs.Other 8" fittings & restraints	$	4,626.85		
100%	
90%	
$	4,164.17	
240.20 Water - Gate Valves-Water - 12GV.O Water - 12"
Gate Valves.Other 12" gate valve	$	3,191.55		
100%	
90%	
$	2,872.40	
240.20 Water - Gate Valves-Water - 8GV.O Water - 8"
Gate Valves.Other 8" gate valve	$	1,802.25		
100%	
90%	
$	1,622.03	
240.99 Water - Misc-Water - Blow Off AssembI.O Water -
Blow Off Assembly.Other 2" blow-off assembly	$	1,305.45		100%	90%	$	1,174.91	
240.99 Water - Misc-Water - Single Services.O Water -
Single Services.Other Single water service	$	1,216.00		
0%	
90%	
$	-	
240.99 Water - Misc-Water - Testing & ChIor.O Water -
Testing & Chlorination.Other Test & chlorinate 250lf	$	825.00		
100%	
90%	
$	742.50	
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
240.99 Water - Misc-Open Cut Repair.O Open Cut and
Repair Road.Other Open cut & repair less friction course	$	48,363.20		
0%	
90%	
$	-	
250.99 Reclaim - Misc-Reclaim Connect to Main.0 Reclaim -
connect to main 24" existing.Other Connect to 24" Reclaimed main	
$	(10,484.85)		
100%	
90%	
$	(9,436.37)	
250.99 Reclaim - Misc-Reclaim Connect to Main.O Reclaim -
connect to main 24" existing.Other Connect to 24" Reclaimed main	
$	10,730.30		
100%	
90%	
$	9,657.27	
250.11 Reclaim DR11-12DR11.O Reclaim - 12" DR11
Directional Pipe.Other 12" directional crossing -60If	$	(11,880.00)		
100%	
90%	
$	(10,692.00)	
250.91 Reclaim DR18-Reclaim 12DR18.O Reclaim
12DR18.Other 12" PVC Reclaimed main 131If	$	4,676.70		
100%	
90%	
$	4,209.03	
250.91 Reclaim DR18-Reclaim 6DR18.O Reclaim
6DR18.Other 6" PVC Reclaimed main 47If	$	900.05		
100%	
90%	
$	810.05	
250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc
Ftgs.Other Fittings & restraints	$	(17,853.70)		
100%	
90%	
$	(16,068.33)	
250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc
Ftgs.Other 12" fittings & restraints	$	20,269.95		
100%	
90%	
$	18,242.96	
250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc
Ftgs.Other 8" fittings & restraints	$	1,414.95		
100%	
90%	
$	1,273.46	
250.20 Reclaim Gate Valves-Reclaim - 12GV.O Reclaim -
12" gate valve.Other 12" gate valve	$	3,156.22		
100%	
90%	
$	2,840.60	
250.20 Reclaim Gate Valves-Reclaim - 8GV.O Reclaim - 8"
Gate Valves.Other 8" gate valve	$	(1,742.60)		
100%	
90%	
$	(1,568.34)	
250.20 Reclaim Gate Valves-Reclaim - 6GV.O Reclaim - 6"
Gate Valves.Other 6" gate valve	$	(1,240.55)		
100%	
90%	
$	(1,116.50)	
250.99 Reclaim - Misc-Reclaim - Single Service.O Reclaim -
Single Services.Other Single service	$	1,216.00		
0%	
90%	
$	-	
250.99 Reclaim - Misc-Reclaim - Double Service.O Reclaim
Double Services.Other Double service	$	(608.00)		
0%	
90%	
$	-	
250.99 Reclaim - Misc-Reclaim - Test Main Serv.O Reclaim -
Test Main Service.Other Testing	$	33.60		
100%	
90%	
$	30.24	
240.99 Water - Misc-Open Cut Repair.O Open Cut and Repair Road.Other Open cut & repair less friction course	$	24,181.60		
100%	
90%	
$	21,763.44	
PCCO#002						
PCO#002						
225 Lift Station-Lift Station - Misc Ftgs. O On-Site Lift
Station - Misc Ftgs. Other Addtl Lift Station Wet Well	$	22,298.35		100%	90%	$	20,068.52	
PCCO#003						
PCO#003						
100 General Conditions-MOT. O MOT - Maintenance of
Traffic. Other MOT	$	1,227.50		
100%	
90%	
$	1,104.75	
210 Earthwork-Demolition - Sidewalk. O Demolition -
Sidewalk. Other
Demo & Dispose Concrete Walks 10230sy	
$	64,960.50		
100%	
90%	
$	58,464.45	
210 Earthwork-Demolition - Pavement Tu. O Demolition -
Pavement Turnouts. Other
Demo & Disposal of Asphalt Pavement & Base 120sy	
$	630.00		
100%	
90%	
$	567.00	
210 Earthwork-Demolition - Valley Gutt. O Demolition -
Valley Gutter. Other Demo Base 5565sy	
$	3,617.25		
100%	
90%	
$	3,255.53	
210 Earthwork-Demolition - Valley Gutt. O Demolition -
Valley Gutter. Other
Demo & Dispose of Curb 1115If	
$	6,913.00		
100%	
90%	
$	6,221.70	
210 Earthwork-Demolition - Valley Gutt. O Demolition -
Valley Gutter. Other
Demo & Dispose of Retaining Wall 1675If	
$	38,357.50		
100%	
90%	
$	34,521.75	
260.20 Concrete-Curb - Type F. O Curb - Type "F" FDOT.
Other Type F Curb 182If	$	3,367.00		
100%	
90%	
$	3,030.30	
PCCO#004						
PCO#004						
Table 1
Grande Pines Community Development District Summary of % CDD Reimbursable % Applicable Requisition #8

Wal-Rose, Inc. Pay Application #20
20-001 Grande Pines Phase 1		CDD Requisition 8				
Description	Amount		% CDD
Reimbursable	% Requisition #8	Amount	
1-Water. O Fittings. Other 8" Line Stop	$	7,990.45		100%	90%	$	7,191.41	
PCCO#005						
PCO#005						
220.99 Sanitary - Misc-Sanitary Misc Ftgs. O Sanitary Misc
Ftgs. Other Valve Vault Size Change 72" x 96"	$	4,312.50		
100%	
90%	
$	3,881.25	
PCCO#006						
PCO#006						
100 General Conditions-Construction Survey & La. O
Construction Survey & Layout. Other Survey Layout	$	359.40		
0%	
90%	
$	-	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W3" Conduit 95If	$	1,876.25		
100%	
90%	
$	1,688.63	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W3", 1W1½" Conduit 50If	$	1,262.50		
100%	
90%	
$	1,136.25	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W3", 2W1½" Conduit 65If	$	1,865.50		
100%	
90%	
$	1,678.95	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 2W3" Conduit 65If	$	1,833.00		
100%	
90%	
$	1,649.70	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 3W3" Conduit 170If	$	6,069.00		
100%	
90%	
$	5,462.10	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W2" Conduit Irrigation 150If	$	2,070.00		
100%	
90%	
$	1,863.00	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W2", 1W4" Conduit Irrigation 100If	$	1,865.00		
100%	
90%	
$	1,678.50	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W4" Duke 294If	$	8,055.60		
100%	
90%	
$	7,250.04	
200 On-Site-Sleeve Install Service O. Service - Sleeve
Install. Other 1W6" Duke 130If	$	4,790.50		
100%	
90%	
$	4,311.45	
PCCO#007						
PCO#007						
100 General Conditions. O GENERAL CONDITIONS. Other
Chip and Haul off Existing Debris 1	$	106,375.00		
21%	
90%	
$	20,104.88	
PCCO#008						
PCO#008						
220.10 Sanitary ManHoles-Sanitary MH 0-6". O Sanitary
Sewer MH 0-6', Other MH 3C to Drop MH	$	4,484.25		
100%	
90%	
$	4,035.83	
PCCO#009						
PCO#009						
210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut to
Fill.Other cut/fill1	$	7,129.90		
21%	
90%	
$	1,347.55	
210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut to
Fill.Other cut export to phase 3	$	6,068.15		
0%	
90%	
$	-	
210 Earthwork-Grading - Building Pads.O Grading - Building
Pads.Other grade amenity center	$	10,599.00		
0%	
90%	
$	-	
Change Order Subtotal:	$	602,529.42	Change Order CDD Reimbursable Subtotal:	$	390,913.11			
Pay Application #20 GRAND TOTAL:	$	3,713,634.42	Total- Construction Costs Eligible for CDD
Reimbursement:	$	2,127,711.46			
Total Assessment Area 1 - Bond Amount:	$	6,760,000.00					
Total Reimbursable Bond Amount Remaining:	$	4,632,288.54					
Total Requisition #8:	$	2,127,711.46					
1Cut to Fill percentage calculated by taking the total cut and fill needed within the ROW of Grande Pines Phase 1 divided by the listed total
2Seed and Mulch common tracts, Park P-1 only
3Clear & Grub breakdown, using all the area in Phase 1 minus Park P-1 and Tract AE-1
4Silt Fence percentages calcuated using only fencing required for Phase 1
5Common tract Bahia is tract AE-1
Section 2 Exhibits

							

							

							

							
ASSESSMENT AREA EXHIBIT
Grande Pines	N

January 6, 2020
P & B Job No.: 18-007
2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567
Exhibit 15
APPLICATION ANO CERTIFICATE FOR PAYMENT	DOCUMENT SUMMARY SHEET	Page 1 of 14

TO OWNER/CLIENT:
Park Square Homes
5200 Vineland Road - Suite 200
Orlando, Florida 32811

FROM CONTRACTOR:
Wal-Rose Inc
3848 Moores Station Rd Sanford, Florida 32773

CONTRACT FOR: Grand Pines Ph1
PROJECT:
20-001 Grande Pines Ph1
Parcel# 13-24-28-6283-00-110, 13-24-28-6283-07-
010, 13-24-28-6283-12-040
Orlando, Florida 32821
VIA ARCHITECT/ENGINEER:
Mike VanHom (Poulos and Bennett LLC)
APPLICATION NO: 21
INVOICE NO: 21
PERIOD: 03101/22 - 03131/22
PROJECT NO:
CONTRACT DATE:

FINAL 5% RETAINAGE

CONTRACTOR'S APPLICATION FOR PAYMENT
Appllcalion is made for payment, as shown below, in connection with the Contract. Continuation Sheet Is attached.
The undersigned certifies that to the best of the Contractor's knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with !he Contract Documents, that all amounts have been paid by the Contractor for Work which prevfous Certificates for payment were issued and payments received from the Owner/Client, and that current payments

(Column G on detail sheet)
Retalnage
a. 0.00% of completed work b,	or stored material
Total retalnage
(Line 5a + 5b or total 1n column I of detail sheet)
Total earned less retainage (Line 4 less Line 5 Total)
Less previous certificates for payment (Line 6 from prior certificate)
Curren! payment due:

$0.00
$0.00

$3,713,634.42

$0.00

$3,527,952.85
$185,681 57

By._	:...L:...a.h:-:4.-Q.,,	_

Date·  $, C::J-' z_"Z
Balance to finish, lndudlng re!alnage (Line 3 less Line 6)

;

$0.00

.
ARCHITECTS/ENGINEER'S CERTIFICATE FOR PAYMENT
tn accordance with the Conrracl Documents, based on the on-site observations and !he data comprising lhis application, the Archi!ecVEngineer certifies to the Owner/Client that to the best of the Architect's/Engineer's knowledge, information and belief that Worll is in accordance wilt! the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.
AMOUNT CERTIFIED:	$185.681.57
(Attach explanation if amount certified differs from the amount applied fo lmtial all figures on this Application and on the Continuation Sheet that are changed to confirm the amount celtified.)
ARCHITECT/ENGINEER·

By·
This certificate 1s not negotiable. The amount certified ls payable only to the Contractor named herein. Issuance. paymenl and acceptance of payment are without prejudice to the rights of lhe Owner/Client or Contractor under this Contract.

CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 2 of 14

Document SUMMARY SHEET, APPLICATION AND CERTIFICATE FOR PAYMENT, containing	APPLICATION NUMBER: 21
Contractor's signed Certification is attached.	APPLICATION DATE: 3/25/2022
Use Column I on Contracts where variable retainage for line items apply.	PERIOD: 03/01/22 - 03/31/22

Contract Lines
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
1	Certified As-Builts	$5,900.00	$5,900.00	$0.00	$0.00	$5,900.00	100.00%	$0.00	$0.00	
2	Construction Survey & Layout	$15,000.00	$15,000.00	$0.00	$0.00	$15,000.00	100.00%	$0.00	$0.00	
3	Floating Turbidity Barrier	$1,980.00	$1,980.00	$0.00	$0.00	$1,980.00	100.00%	$0.00	$0.00	
4	Mobilization	$30,649.12	$30,649.12	$0.00	$0.00	$30,649.12	100.00%	$0.00	$0.00	
5	MOT - Maintenance of Traffic	$10,500.00	$10,500.00	$0.00	$0.00	$10,500.00	100.00%	$0.00	$0.00	
6	Permit - SWPPP	$8,725.00	$8,725.00	$0.00	$0.00	$8,725.00	100.00%	$0.00	$0.00	
7	Inlet Protection	$1,122.00	$1,122.00	$0.00	$0.00	$1,122.00	100.00%	$0.00	$0.00	
8	Silt Fence Double Wall Installation 4195lf @2.20	$9,229.00	$9,229.00	$0.00	$0.00	$9,229.00	100.00%	$0.00	$0.00	
9	Silt Fence Installation 18865lf @ 1.10	$20,751.50	$20,751.50	$0.00	$0.00	$20,751.50	100.00%	$0.00	$0.00	
10	Type 1 Construction Entrance	$5,595.95	$5,595.95	$0.00	$0.00	$5,595.95	100.00%	$0.00	$0.00	
11	Bahia Sod Install - 2' to BOC 278sy @ 2.65	$736.70	$736.70	$0.00	$0.00	$736.70	100.00%	$0.00	$0.00	
12	Bahia Sod Install - Open Tracts 3077sy @ 2.65	$8,154.05	$8,154.05	$0.00	$0.00	$8,154.05	100.00%	$0.00	$0.00	
13	Bahia Sod Install - Pond Areas 33324sy @ 2.65	$88,308.60	$88,308.60	$0.00	$0.00	$88,308.60	100.00%	$0.00	$0.00	
14	Clear & Grub & Disk 106.9ac @ 1444.02	$154,365.74	$154,365.74	$0.00	$0.00	$154,365.74	100.00%	$0.00	$0.00	
15	Earthwork - Dewatering	$138,923.00	$138,923.00	$0.00	$0.00	$138,923.00	100.00%	$0.00	$0.00	
16	Excavation - Cut to Fill Ph1&2 143873cy @ 3.85	$553,911.05	$553,911.05	$0.00	$0.00	$553,911.05	100.00%	$0.00	$0.00	
17	Excavation - Dry Pond 11600cy @ 4.20	$48,720.00	$48,720.00	$0.00	$0.00	$48,720.00	100.00%	$0.00	$0.00	
18	Excavation - Stock Pile 123108cy @ 3.05	$375,479.40	$375,479.40	$0.00	$0.00	$375,479.40	100.00%	$0.00	$0.00	
19	Grading - Building Pads 9006sy @ .60	$5,403.60	$5,403.60	$0.00	$0.00	$5,403.60	100.00%	$0.00	$0.00	
20	Grading - ROW 6806sy @ .60	$4,083.60	$4,083.60	$0.00	$0.00	$4,083.60	100.00%	$0.00	$0.00	
21	Seed & Fertilization Installation Ph3&4 246840sy @ .50	$123,420.00	$123,420.00	$0.00	$0.00	$123,420.00	100.00%	$0.00	$0.00	
22	Seed and Mulch Common tracts 35959sy @ .50	$17,979.50	$17,979.50	$0.00	$0.00	$17,979.50	100.00%	$0.00	$0.00	
23	Sanitary Sewer MH 0-6' 2 @ 3980.50	$7,961.00	$7,961.00	$0.00	$0.00	$7,961.00	100.00%	$0.00	$0.00	
24	Sanitary Sewer MH 6-8' 2 @ 4239.85	$8,479.70	$8,479.70	$0.00	$0.00	$8,479.70	100.00%	$0.00	$0.00	
25	Sanitary Sewer MH 8-10' lined 2 @ 8912.95	$17,825.90	$17,825.90	$0.00	$0.00	$17,825.90	100.00%	$0.00	$0.00	
26	Sanitary Sewer MH 10-12' 2 @ 5165.00	$10,330.00	$10,330.00	$0.00	$0.00	$10,330.00	100.00%	$0.00	$0.00	
27	Sanitary Sewer Pipe 8DR18 1422lf @ 20.40	$29,008.80	$29,008.80	$0.00	$0.00	$29,008.80	100.00%	$0.00	$0.00	
28	Reclaim Pipe 12DR18 1264lf @35.70	$45,124.80	$45,124.80	$0.00	$0.00	$45,124.80	100.00%	$0.00	$0.00	
29	Sanitary Sewer Pipe 8DR26 0-6' 396lf @16.45	$6,514.20	$6,514.20	$0.00	$0.00	$6,514.20	100.00%	$0.00	$0.00	
30	Sanitary Sewer Pipe 8DR26 6-8' 424lf @ 17.90	$7,589.60	$7,589.60	$0.00	$0.00	$7,589.60	100.00%	$0.00	$0.00	
31	Sanitary Sewer Pipe 8DR26 8-10' 356lf @ 19.80	$7,048.80	$7,048.80	$0.00	$0.00	$7,048.80	100.00%	$0.00	$0.00	
32	Sanitary Sewer Pipe 10DR26 10-12' 60lf @ 27.60	$1,656.00	$1,656.00	$0.00	$0.00	$1,656.00	100.00%	$0.00	$0.00	
33	Sanitary Sewer - Connect to existing forcemain	$10,320.05	$10,320.05	$0.00	$0.00	$10,320.05	100.00%	$0.00	$0.00	
34	Sanitary Sewer - ARV	$5,986.85	$5,986.85	$0.00	$0.00	$5,986.85	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 3 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
35	Sanitary - Clean, Flush and Video 1236lf @ 6.80	$8,404.80	$8,404.80	$0.00	$0.00	$8,404.80	100.00%	$0.00	$0.00	
36	Sanitary Sewer - Dewatering	$13,692.00	$13,692.00	$0.00	$0.00	$13,692.00	100.00%	$0.00	$0.00	
37	Sanitary Sewer Double Services 4 @ 624.85	$2,499.40	$2,499.40	$0.00	$0.00	$2,499.40	100.00%	$0.00	$0.00	
38	Sanitary Sewer - Forcemain Fittings	$10,688.50	$10,688.50	$0.00	$0.00	$10,688.50	100.00%	$0.00	$0.00	
39	Sanitary Sewer - Forcemain Testing 1422lf @ 1.25	$1,777.50	$1,777.50	$0.00	$0.00	$1,777.50	100.00%	$0.00	$0.00	
40	Sanitary Sewer Single Services 3 @ 558.50	$1,675.50	$1,675.50	$0.00	$0.00	$1,675.50	100.00%	$0.00	$0.00	
41	On-Site Lift Station - Misc Ftgs	$272,781.60	$272,781.60	$0.00	$0.00	$272,781.60	100.00%	$0.00	$0.00	
42	Storm - 18" Flared End Section	$1,632.80	$1,632.80	$0.00	$0.00	$1,632.80	100.00%	$0.00	$0.00	
43	Storm - 24" Flared End Section	$3,759.20	$3,759.20	$0.00	$0.00	$3,759.20	100.00%	$0.00	$0.00	
44	Storm - 36" Flared End Section	$2,450.25	$2,450.25	$0.00	$0.00	$2,450.25	100.00%	$0.00	$0.00	
45	Storm - 42" Flared End Section	$3,855.15	$3,855.15	$0.00	$0.00	$3,855.15	100.00%	$0.00	$0.00	
46	Storm - 48" Flared End Section	$4,648.70	$4,648.70	$0.00	$0.00	$4,648.70	100.00%	$0.00	$0.00	
47	Storm J3 Inlet 2 @ 7562.00	$15,124.00	$15,124.00	$0.00	$0.00	$15,124.00	100.00%	$0.00	$0.00	
48	Storm J7 Inlet	$3,463.80	$3,463.80	$0.00	$0.00	$3,463.80	100.00%	$0.00	$0.00	
49	Storm J7 Inlet >10	$4,006.00	$4,006.00	$0.00	$0.00	$4,006.00	100.00%	$0.00	$0.00	
50	Storm P1 Inlet <10	$5,126.45	$5,126.45	$0.00	$0.00	$5,126.45	100.00%	$0.00	$0.00	
51	Storm P1 Inlet >10	$6,245.60	$6,245.60	$0.00	$0.00	$6,245.60	100.00%	$0.00	$0.00	
52	Storm P2 Inlet	$6,064.95	$6,064.95	$0.00	$0.00	$6,064.95	100.00%	$0.00	$0.00	
53	Storm P4 Inlet 3 @4252.90	$12,758.70	$12,758.70	$0.00	$0.00	$12,758.70	100.00%	$0.00	$0.00	
54	Storm P4 Inlet >10 2 @ 5391.90	$10,783.80	$10,783.80	$0.00	$0.00	$10,783.80	100.00%	$0.00	$0.00	
55	Storm P7 Inlet 7 @ 2709.05	$18,963.35	$18,963.35	$0.00	$0.00	$18,963.35	100.00%	$0.00	$0.00	
56	Storm P7 Inlet >10 2 @ 3538.90	$7,077.80	$7,077.80	$0.00	$0.00	$7,077.80	100.00%	$0.00	$0.00	
57	Storm V Inlet	$4,240.10	$4,240.10	$0.00	$0.00	$4,240.10	100.00%	$0.00	$0.00	
58	Storm - H Control Structure 2 @ 11079.35	$22,158.70	$22,158.70	$0.00	$0.00	$22,158.70	100.00%	$0.00	$0.00	
59	Storm Pipe 15RCP 46lf @ 29.550	$1,357.00	$1,357.00	$0.00	$0.00	$1,357.00	100.00%	$0.00	$0.00	
60	Storm Pipe 18RCP 518lf @ 34.25	$17,741.50	$17,741.50	$0.00	$0.00	$17,741.50	100.00%	$0.00	$0.00	
61	Storm Pipe 24RCP 1210lf @ 50.90	$61,589.00	$61,589.00	$0.00	$0.00	$61,589.00	100.00%	$0.00	$0.00	
62	Storm Pipe 36RCP 220lf @ 84.90	$18,678.00	$18,678.00	$0.00	$0.00	$18,678.00	100.00%	$0.00	$0.00	
63	Storm Pipe 42RCP 90 @ 122.30	$11,007.00	$11,007.00	$0.00	$0.00	$11,007.00	100.00%	$0.00	$0.00	
64	Storm Pipe 48RCP 309 @ 144.80	$44,743.20	$44,743.20	$0.00	$0.00	$44,743.20	100.00%	$0.00	$0.00	
65	Storm Pipe - 12" x 18" ERCP 35lf @ 45.00	$1,575.00	$1,575.00	$0.00	$0.00	$1,575.00	100.00%	$0.00	$0.00	
66	Storm - Clean Light 2428lf @ 3.30	$8,012.40	$8,012.40	$0.00	$0.00	$8,012.40	100.00%	$0.00	$0.00	
67	Storm - Dewatering	$5,328.00	$5,328.00	$0.00	$0.00	$5,328.00	100.00%	$0.00	$0.00	
68	Water - 12" DR 11 directional pipe 165lf @ 198.00	$32,670.00	$32,670.00	$0.00	$0.00	$32,670.00	100.00%	$0.00	$0.00	
69	Water - 8" Gate Valves 6 @ 1802.25	$10,813.50	$10,813.50	$0.00	$0.00	$10,813.50	100.00%	$0.00	$0.00	
70	Water - 12" Gate Valves	$3,191.55	$3,191.55	$0.00	$0.00	$3,191.55	100.00%	$0.00	$0.00	
71	Water 8DR18 1065lf @ 20.45	$21,779.25	$21,779.25	$0.00	$0.00	$21,779.25	100.00%	$0.00	$0.00	
72	Water - 12DR18 Main 850lf @ 35.70	$30,345.00	$30,345.00	$0.00	$0.00	$30,345.00	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 4 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
73	Water - Blow Off Assembly 3 @ 1305.45	$3,916.35	$3,916.35	$0.00	$0.00	$3,916.35	100.00%	$0.00	$0.00	
74	Water - Double Services 5 @ 608.	$3,040.00	$3,040.00	$0.00	$0.00	$3,040.00	100.00%	$0.00	$0.00	
75	Water - Fire Hydrants 3 @ 4550.85	$13,652.55	$13,652.55	$0.00	$0.00	$13,652.55	100.00%	$0.00	$0.00	
76	Water Misc Ftgs	$10,984.25	$10,984.25	$0.00	$0.00	$10,984.25	100.00%	$0.00	$0.00	
77	Water - Single Services 3 @ 608.	$1,824.00	$1,824.00	$0.00	$0.00	$1,824.00	100.00%	$0.00	$0.00	
78	Water - Temporary Jumper	$1,340.10	$1,340.10	$0.00	$0.00	$1,340.10	100.00%	$0.00	$0.00	
79	Water - Testing & Chlorination 2080lf @ 3.30	$6,864.00	$6,864.00	$0.00	$0.00	$6,864.00	100.00%	$0.00	$0.00	
80	Water - Tie into Existing	$10,484.90	$10,484.90	$0.00	$0.00	$10,484.90	100.00%	$0.00	$0.00	
81	Reclaim - 12" DR11 Directional Pipe 60lf @ 198.00	$11,880.00	$11,880.00	$0.00	$0.00	$11,880.00	100.00%	$0.00	$0.00	
82	Reclaim - 6" Gate Valves 4 @ 1240.55	$4,962.20	$4,962.20	$0.00	$0.00	$4,962.20	100.00%	$0.00	$0.00	
83	Reclaim - 8" Gate Valves 2 @ 1742.60	$3,485.20	$3,485.20	$0.00	$0.00	$3,485.20	100.00%	$0.00	$0.00	
84	Reclaim - 12" gate valve 2 @ 3156.22	$6,312.44	$6,312.44	$0.00	$0.00	$6,312.44	100.00%	$0.00	$0.00	
85	Reclaim 6DR18 437lf @ 19.15	$8,368.55	$8,368.55	$0.00	$0.00	$8,368.55	100.00%	$0.00	$0.00	
86	Reclaim 8DR18 200lf @ 20.30	$4,060.00	$4,060.00	$0.00	$0.00	$4,060.00	100.00%	$0.00	$0.00	
87	Reclaim - Water Blow Off Assembly 5 @ 1305.45	$6,527.25	$6,527.25	$0.00	$0.00	$6,527.25	100.00%	$0.00	$0.00	
88	Reclaim - connect to main 24" existing	$10,484.85	$10,484.85	$0.00	$0.00	$10,484.85	100.00%	$0.00	$0.00	
89	Reclaim - Double Services 4 @ 608.	$2,432.00	$2,432.00	$0.00	$0.00	$2,432.00	100.00%	$0.00	$0.00	
90	Reclaim Misc Ftgs	$17,853.70	$17,853.70	$0.00	$0.00	$17,853.70	100.00%	$0.00	$0.00	
91	Reclaim - Single Services 4 @ 608.	$2,432.00	$2,432.00	$0.00	$0.00	$2,432.00	100.00%	$0.00	$0.00	
92	Reclaim - Test Main Service 1961lf @ 1.20	$2,353.20	$2,353.20	$0.00	$0.00	$2,353.20	100.00%	$0.00	$0.00	
93	Compacted Subgrade 12" 8693sy @ 2.20	$19,124.60	$19,124.60	$0.00	$0.00	$19,124.60	100.00%	$0.00	$0.00	
94	Soil Cement Base - 6" 2867sy @ 15.90	$45,585.30	$45,585.30	$0.00	$0.00	$45,585.30	100.00%	$0.00	$0.00	
95	Soil Cement Base - 8" 4282sy @ 20.00	$85,640.00	$85,640.00	$0.00	$0.00	$85,640.00	100.00%	$0.00	$0.00	
96	Soil Cement Base - 10" 628sy @ 29.90	$18,777.20	$18,777.20	$0.00	$0.00	$18,777.20	100.00%	$0.00	$0.00	
97	Stabilized Subgrade - 6" 2095sy @ 4.20	$8,799.00	$8,799.00	$0.00	$0.00	$8,799.00	100.00%	$0.00	$0.00	
98	Stabilized Subgrade - 10" 3414sy @ 5.40	$18,435.60	$18,435.60	$0.00	$0.00	$18,435.60	100.00%	$0.00	$0.00	
99	Stabilized Subgrade - 12" 743sy @ 9.45	$7,021.35	$7,021.35	$0.00	$0.00	$7,021.35	100.00%	$0.00	$0.00	
100	Curb - Miami 2238lf @ 16.50	$36,927.00	$36,927.00	$0.00	$0.00	$36,927.00	100.00%	$0.00	$0.00	
101	Curb - Ribbon 12" 332lf @ 15.20	$5,046.40	$5,046.40	$0.00	$0.00	$5,046.40	100.00%	$0.00	$0.00	
102	Curb - Type A Median 1042lf @ 16.50	$17,193.00	$17,193.00	$0.00	$0.00	$17,193.00	100.00%	$0.00	$0.00	
103	Curb - Type E 346lf @ 21.10	$7,300.60	$7,300.60	$0.00	$0.00	$7,300.60	100.00%	$0.00	$0.00	
104	Curb - Type "F" FDOT 1340lf @ 18.40	$24,656.00	$24,656.00	$0.00	$0.00	$24,656.00	100.00%	$0.00	$0.00	
105	Driveway Apron - 6" 59sy @ 47.50	$2,802.50	$2,802.50	$0.00	$0.00	$2,802.50	100.00%	$0.00	$0.00	
106	Hdcp Ramp w/ada Mat 4' 6 @ 833.35	$5,000.10	$5,000.10	$0.00	$0.00	$5,000.10	100.00%	$0.00	$0.00	
107	Hdcp Ramp w/ada Mat 5' 2 @ 1058.55	$2,117.10	$2,117.10	$0.00	$0.00	$2,117.10	100.00%	$0.00	$0.00	
108	Sidewalk - Concrete 4' x 4" 1542lf @ 19.00	$29,298.00	$29,298.00	$0.00	$0.00	$29,298.00	100.00%	$0.00	$0.00	
109	Sidewalk - Concrete 4' x 6" 14lf @ 21.10	$295.40	$295.40	$0.00	$0.00	$295.40	100.00%	$0.00	$0.00	
110	Sidewalk - Concrete 5' x 4" 1308lf @ 23.75	$31,065.00	$31,065.00	$0.00	$0.00	$31,065.00	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 5 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
111	Sidewalk - Concrete 5' x 6" 28lf @ 26.40	$739.20	$739.20	$0.00	$0.00	$739.20	100.00%	$0.00	$0.00	
112	Valley Gutter - 3' 109lf @ 19.80	$2,158.20	$2,158.20	$0.00	$0.00	$2,158.20	100.00%	$0.00	$0.00	
113	Striping & Signage	$9,170.85	$9,170.85	$0.00	$0.00	$9,170.85	100.00%	$0.00	$0.00	
114	Asphalt - 3" 628sy @ 20.60	$12,936.80	$12,936.80	$0.00	$0.00	$12,936.80	100.00%	$0.00	$0.00	
115	Asphalt FC12.5 1.5" 1228sy @ 15.65	$19,218.20	$19,218.20	$0.00	$0.00	$19,218.20	100.00%	$0.00	$0.00	
116	Asphalt SP9.5 FDOT - 1.25" 2867sy @ 8.70	$24,942.90	$24,942.90	$0.00	$0.00	$24,942.90	100.00%	$0.00	$0.00	
117	Asphalt SP12.5 1 1/2" 4282sy @ 10.30	$44,104.60	$44,104.60	$0.00	$0.00	$44,104.60	100.00%	$0.00	$0.00	
TOTALS:	$3,111,105.00	$3,111,105.00	$0.00	$0.00	$3,111,105.00	100.00%	$0.00	$0.00		
Change Orders
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
118	PCCO#001									
118.1	PCO#001									

118.1.1	210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut to Fill.Other
Cut to fill -859cy	
$(3,307.15)	
$(3,307.15)	
$0.00	
$0.00	
$(3,307.15)	
100.00%	
$0.00	
$0.00	

118.1.2	210 Earthwork-Excavation - Stock Pile.O Excavation - Stock Pile.Other
Cut to stockpile -2122cy	
$(6,472.10)	
$(6,472.10)	
$0.00	
$0.00	
$(6,472.10)	
100.00%	
$0.00	
$0.00	

118.1.3	210 Earthwork-Grading - Building Pads.O Grading - Building Pads.Other
Grade Tract 1 6536sy	
$3,921.60	
$3,921.60	
$0.00	
$0.00	
$3,921.60	
100.00%	
$0.00	
$0.00	
118.1.4	210 Earthwork-Grading - ROW.O Grading - ROW.Other Grade ROWs -1143sy	$(685.80)	$(685.80)	$0.00	$0.00	$(685.80)	100.00%	$0.00	$0.00	

118.1.5	210 Earthwork-Bahia Sod - 2' to BOC.O Bahia Sod Install - 2' to BOC.Other
Sod 2' BOC -40sy	
$(106.00)	
$(106.00)	
$0.00	
$0.00	
$(106.00)	
100.00%	
$0.00	
$0.00	

118.1.6	210 Earthwork-Seed Mulch Common ttracts.O Seed and Mulch Common tracts.Other
Seed & mulch Phases 1 & 2 212310sy	
$63,693.00	
$63,693.00	
$0.00	
$0.00	
$63,693.00	
100.00%	
$0.00	
$0.00	

118.1.7	210 Earthwork-Seed Mulch Common ttracts.O Seed and Mulch Common tracts.Other
Seed & mulch Phsaes 3, 4 & 5 247856sy	
$74,356.80	
$74,356.80	
$0.00	
$0.00	
$74,356.80	
100.00%	
$0.00	
$0.00	

118.1.8	210 Earthwork-Seed Mulch Common ttracts.O Seed and Mulch Common tracts.Other
Seed & mulch PH 3 & 4 -246840sy	
$(123,420.00)	
$(123,420.00)	
$0.00	
$0.00	
$(123,420.00)	
100.00%	
$0.00	
$0.00	

118.1.9	210 Earthwork-Bahia Sod - Open Tracts.O Bahia Sod Install - Open Tracts.Other
Sod Common areas -286sy	
$(757.90)	
$(757.90)	
$0.00	
$0.00	
$(757.90)	
100.00%	
$0.00	
$0.00	

118.1.10	260.20 Concrete-Curb - Type A Median.O Curb - Type A Median.Other
Type A curb 72lf	
$1,188.00	
$1,188.00	
$0.00	
$0.00	
$1,188.00	
100.00%	
$0.00	
$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 6 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
118.1.11	260.20 Concrete-Curb - Drop.O Curb - Drop.Other Type D curb 240lf	$3,648.00	$3,648.00	$0.00	$0.00	$3,648.00	100.00%	$0.00	$0.00	
118.1.12	260.20 Concrete-Curb Type E.O Curb - Type E.Other Type E curb 26lf	$548.60	$548.60	$0.00	$0.00	$548.60	100.00%	$0.00	$0.00	
118.1.13	260.20 Concrete-Curb - Type F.O Curb - Type "F" FDOT.Other Type F curb 418lf	$7,691.20	$7,691.20	$0.00	$0.00	$7,691.20	100.00%	$0.00	$0.00	
118.1.14	260.20 Concrete-Curb - Miami.O Curb - Miami.Other Miami curb 16lf	$264.00	$264.00	$0.00	$0.00	$264.00	100.00%	$0.00	$0.00	
118.1.15	260.20 Concrete-Curb - Ribbon 12".O Curb - Ribbon 12".Other 1' ribbon curb -284lf	$(4,316.80)	$(4,316.80)	$0.00	$0.00	$(4,316.80)	100.00%	$0.00	$0.00	
118.1.16	260.20 Concrete-Valley Gutter - 3'.O Valley Gutter - 3'.Other 3' valley gutter -34lf	$(673.20)	$(673.20)	$0.00	$0.00	$(673.20)	100.00%	$0.00	$0.00	

118.1.17	260.20 Concrete-Sidewalk - Concrete 54-Sidewalk-Concrete 54 5' x
4".O Sidewalk-Concrete 54 5' x 4".Other 5'x4" sidewalk 394lf	
$9,357.50	
$9,357.50	
$0.00	
$0.00	
$9,357.50	
100.00%	
$0.00	
$0.00	

118.1.18	260.20 Concrete-Sidewalk - Concrete 44.O Sidewalk - Concrete 4' x 4".Other
4'x4" sidewalk -102lf	
$(1,938.00)	
$(1,938.00)	
$0.00	
$0.00	
$(1,938.00)	
100.00%	
$0.00	
$0.00	

118.1.19	260.20 Concrete-Sidewalk - Concrete 56.O Sidewalk - Concrete 5' x 6".Other
5'x6" sidewalk -4lf	
$(105.60)	
$(105.60)	
$0.00	
$0.00	
$(105.60)	
100.00%	
$0.00	
$0.00	

118.1.20	260.20 Concrete-Hdcp Ramp w/ ADA Mat-Hdcp Ramp w/ada Mat 4'.O Hdcp Ramp w/ada Mat 4'.Other
4' ADA ramp -2	
$(1,666.70)	
$(1,666.70)	
$0.00	
$0.00	
$(1,666.70)	
100.00%	
$0.00	
$0.00	
118.1.21	260.20 Concrete-Driveway Apron - 6".O Driveway Apron - 6".Other 6" concrete apron -10sy	$(475.00)	$(475.00)	$0.00	$0.00	$(475.00)	100.00%	$0.00	$0.00	

118.1.22	260.10 Base-Compacted Subgrade 12".O Compacted Subgrade 12".Other
12" compacted subgrade 635sy	
$1,365.25	
$1,365.25	
$0.00	
$0.00	
$1,365.25	
100.00%	
$0.00	
$0.00	

118.1.23	260.10 Base-Stabilized Subgrade - 6".O Stabilized Subgrade - 6".Other
6" stabilized curb pad 370sy	
$1,554.00	
$1,554.00	
$0.00	
$0.00	
$1,554.00	
100.00%	
$0.00	
$0.00	

118.1.24	260.10 Base-Stabilized Subgrade- 10.O Stabilized Subgrade - 10".Other
10" stabilized access -3414sy	
$(18,435.60)	
$(18,435.60)	
$0.00	
$0.00	
$(18,435.60)	
100.00%	
$0.00	
$0.00	

118.1.25	260.10 Base-Stabilized Subgrade - 6".O Stabilized Subgrade - 6".Other
Stabilized access (6" subgrade, 2" recycled concrete) 2920sy	
$33,872.00	
$33,872.00	
$0.00	
$0.00	
$33,872.00	
100.00%	
$0.00	
$0.00	

118.1.26	260.10 Base-Stabilized Subgrade - 12.O Stabilized Subgrade - 12".Other
12" stabilized subgrade 122sy	
$1,152.90	
$1,152.90	
$0.00	
$0.00	
$1,152.90	
100.00%	
$0.00	
$0.00	
118.1.27	260.10 Base-Soil Cement Base - 6".O Soil Cement Base - 6".Other 6" soil cement base 293sy	$4,658.70	$4,658.70	$0.00	$0.00	$4,658.70	100.00%	$0.00	$0.00	
118.1.28	260.10 Base-Soil Cement Base - 8".O Soil Cement Base - 8".Other 8" soil cement base 200sy	$4,000.00	$4,000.00	$0.00	$0.00	$4,000.00	100.00%	$0.00	$0.00	

118.1.29	260.10 Base-Soil Cement Base - 10".O Soil Cement Base - 10".Other
10" soil cement base -52sy	
$(1,554.80)	
$(1,554.80)	
$0.00	
$0.00	
$(1,554.80)	
100.00%	
$0.00	
$0.00	
118.1.30	260.30 Asphalt-Asphalt SP9.5 FDOT - 1.2.O Asphalt SP9.5 FDOT -
1.25".Other	$2,549.10	$2,549.10	$0.00	$0.00	$2,549.10	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 7 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
	1¼" SP-9.5 asphalt 293sy									
118.1.31	260.30 Asphalt-Asphalt SP12.5 112.O Asphalt SP12.5 1 1/2".Other 1½" SP-12.5 asphalt 200sy	$2,060.00	$2,060.00	$0.00	$0.00	$2,060.00	100.00%	$0.00	$0.00	
118.1.32	260.30 Asphalt-Asphalt 3.O Asphalt - 3".Other 3" Type S asphalt -52sy	$(1,071.20)	$(1,071.20)	$0.00	$0.00	$(1,071.20)	100.00%	$0.00	$0.00	
118.1.33	260.30 Asphalt-Asphalt FC12.5 1.5".O Asphalt FC12.5 1.5".Other 1½" SFC-12.5 asphalt 1203sy	$18,826.95	$18,826.95	$0.00	$0.00	$18,826.95	100.00%	$0.00	$0.00	

118.1.34	260.25 Striping & Signage-Striping and Signage.O Striping and Signage.Other
Signs & striping	
$1,099.50	
$1,099.50	
$0.00	
$0.00	
$1,099.50	
100.00%	
$0.00	
$0.00	

118.1.35	230.20 Storm RCP-Storm Pipe 1218ERCP.O Storm Pipe - 12" x 18" ERCP.Other
12"x18" RCP -35lf	
$(1,575.00)	
$(1,575.00)	
$0.00	
$0.00	
$(1,575.00)	
100.00%	
$0.00	
$0.00	
118.1.36	230.20 Storm RCP-Storm Pipe 15RCP.O Storm Pipe 15RCP.Other 15" RCP -11lf	$(324.50)	$(324.50)	$0.00	$0.00	$(324.50)	100.00%	$0.00	$0.00	
118.1.37	230.20 Storm RCP-Storm Pipe 18RCP.O Storm Pipe 18RCP.Other 18" RCP 10lf	$342.50	$342.50	$0.00	$0.00	$342.50	100.00%	$0.00	$0.00	
118.1.38	230.20 Storm RCP-Storm Pipe 24RCP.O Storm Pipe 24RCP.Other 24" RCP -519lf	$(26,417.10)	$(26,417.10)	$0.00	$0.00	$(26,417.10)	100.00%	$0.00	$0.00	
118.1.39	230.20 Storm RCP-Storm Pipe 30RCP.O Storm Pipe 30RCP.Other 30" RCP 389lf	$27,794.05	$27,794.05	$0.00	$0.00	$27,794.05	100.00%	$0.00	$0.00	
118.1.40	230.20 Storm RCP-Storm Pipe 36RCP.O Storm Pipe 36RCP.Other 36" RCP 38lf	$3,226.20	$3,226.20	$0.00	$0.00	$3,226.20	100.00%	$0.00	$0.00	
118.1.41	230.20 Storm RCP-Storm Pipe 42RCP.O Storm Pipe 42RCP.Other 42" RCP 166lf	$20,301.80	$20,301.80	$0.00	$0.00	$20,301.80	100.00%	$0.00	$0.00	
118.1.42	230.20 Storm RCP-Storm Pipe 48RCP.O Storm Pipe 48RCP.Other 48" RCP -200lf	$(28,960.00)	$(28,960.00)	$0.00	$0.00	$(28,960.00)	100.00%	$0.00	$0.00	
118.1.43	230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc Ftgs.Other 38" x 60" ERCP 200lf	$38,460.00	$38,460.00	$0.00	$0.00	$38,460.00	100.00%	$0.00	$0.00	

118.1.44	230.3 Storm - FES-Storm 18FES.O Storm - 18" Flared End Section.Other
18" FES -1	
$(816.40)	
$(816.40)	
$0.00	
$0.00	
$(816.40)	
100.00%	
$0.00	
$0.00	

118.1.45	230.3 Storm - FES-Storm 24FES.O Storm - 24" Flared End Section.Other
24" FES -1	
$(939.80)	
$(939.80)	
$0.00	
$0.00	
$(939.80)	
100.00%	
$0.00	
$0.00	

118.1.46	230.3 Storm - FES-Storm 42FES.O Storm - 42" Flared End Section.Other
42" FES 1	
$3,855.15	
$3,855.15	
$0.00	
$0.00	
$3,855.15	
100.00%	
$0.00	
$0.00	

118.1.47	230.3 Storm - FES-Storm 48FES.O Storm - 48" Flared End Section.Other
48" FES -1	
$(4,648.70)	
$(4,648.70)	
$0.00	
$0.00	
$(4,648.70)	
100.00%	
$0.00	
$0.00	

118.1.48	230.4 Storm MES-Storm 48MES.O Storm - 48" Mitered End Section.Other
48" MES 1	
$3,707.45	
$3,707.45	
$0.00	
$0.00	
$3,707.45	
100.00%	
$0.00	
$0.00	
118.1.49	230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc Ftgs.Other 38" X 60" FES 1	$4,533.50	$4,533.50	$0.00	$0.00	$4,533.50	100.00%	$0.00	$0.00	
118.1.50	230.99 Storm - Misc-Storm Misc Ftgs.O Storm Misc Ftgs.Other 18" Pipe Plug 1	$250.00	$250.00	$0.00	$0.00	$250.00	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 8 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						

118.1.51	230.6 Storm Inlet and Tops-Storm P1 Inlet <10.O Storm P1 Inlet
<10.Other
P1 inlet < 10' -1	
$(5,126.45)	
$(5,126.45)	
$0.00	
$0.00	
$(5,126.45)	
100.00%	
$0.00	
$0.00	

118.1.52	230.6 Storm Inlet and Tops-Storm P1 Inlet >10.O Storm P1 Inlet
>10.Other
P1 nlet > 10' -1	
$(6,245.60)	
$(6,245.60)	
$0.00	
$0.00	
$(6,245.60)	
100.00%	
$0.00	
$0.00	

118.1.53	230.6 Storm Inlet and Tops-Storm P1 Inlet <10.O Storm P1 Inlet
<10.Other P1 inlet 2	
$11,449.40	
$11,449.40	
$0.00	
$0.00	
$11,449.40	
100.00%	
$0.00	
$0.00	

118.1.54	230.6 Storm Inlet and Tops-Storm P2 Inlet.O Storm P2 Inlet
<10.Other
P2 inlet < 10' -1	
$(6,064.95)	
$(6,064.95)	
$0.00	
$0.00	
$(6,064.95)	
100.00%	
$0.00	
$0.00	

118.1.55	230.6 Storm Inlet and Tops-Storm P2 Inlet.O Storm P2 Inlet
<10.Other P2 inlet 1	
$6,474.00	
$6,474.00	
$0.00	
$0.00	
$6,474.00	
100.00%	
$0.00	
$0.00	

118.1.56	230.6 Storm Inlet and Tops-Storm P4 Inlet.O Storm P4 Inlet
<10.Other
P4 inlet <10' -3	
$(12,758.70)	
$(12,758.70)	
$0.00	
$0.00	
$(12,758.70)	
100.00%	
$0.00	
$0.00	

118.1.57	230.6 Storm Inlet and Tops-Storm P4 Inlet >10.O Storm P4 Inlet
>10.Other
P4 inlet >10' -2	
$(10,783.80)	
$(10,783.80)	
$0.00	
$0.00	
$(10,783.80)	
100.00%	
$0.00	
$0.00	

118.1.58	230.6 Storm Inlet and Tops-Storm P4 Inlet.O Storm P4 Inlet
<10.Other P4 inlet 3	
$14,254.20	
$14,254.20	
$0.00	
$0.00	
$14,254.20	
100.00%	
$0.00	
$0.00	

118.1.59	230.6 Storm Inlet and Tops-Storm J3 Inlet.O Storm J3 Inlet
<10.Other
J3 inlet < 10' -2	
$(15,124.00)	
$(15,124.00)	
$0.00	
$0.00	
$(15,124.00)	
100.00%	
$0.00	
$0.00	

118.1.60	230.6 Storm Inlet and Tops-Storm J3 Inlet.O Storm J3 Inlet
<10.Other
J3 inlet < 10' 2	
$16,235.30	
$16,235.30	
$0.00	
$0.00	
$16,235.30	
100.00%	
$0.00	
$0.00	

118.1.61	230.6 Storm Inlet and Tops-Storm J4 Inlet.O Storm J4 Inlet
<10.Other J4 inlet 2	
$14,351.90	
$14,351.90	
$0.00	
$0.00	
$14,351.90	
100.00%	
$0.00	
$0.00	

118.1.62	230.6 Storm Inlet and Tops-Storm P7 Inlet.O Storm P7 Inlet
<10.Other
P7 MH < 10' -7	
$(18,963.35)	
$(18,963.35)	
$0.00	
$0.00	
$(18,963.35)	
100.00%	
$0.00	
$0.00	

118.1.63	230.6 Storm Inlet and Tops-Storm P7 Inlet >10.O Storm P7 Inlet
>10.Other
P7 MH > 10' -2	
$(7,077.80)	
$(7,077.80)	
$0.00	
$0.00	
$(7,077.80)	
100.00%	
$0.00	
$0.00	

118.1.64	230.6 Storm Inlet and Tops-Storm P7 Inlet.O Storm P7 Inlet
<10.Other P7 MH 8	
$22,880.00	
$22,880.00	
$0.00	
$0.00	
$22,880.00	
100.00%	
$0.00	
$0.00	

118.1.65	230.6 Storm Inlet and Tops-Storm J7 Inlet.O Storm J7 Inlet
<10.Other
J7 MH < 10' -1	
$(3,463.80)	
$(3,463.80)	
$0.00	
$0.00	
$(3,463.80)	
100.00%	
$0.00	
$0.00	

118.1.66	230.6 Storm Inlet and Tops-Storm J7 Inlet >10.O Storm J7 Inlet
>10.Other
J7 MH > 10' -1	
$(4,006.00)	
$(4,006.00)	
$0.00	
$0.00	
$(4,006.00)	
100.00%	
$0.00	
$0.00	

118.1.67	230.6 Storm Inlet and Tops-Storm J7 Inlet.O Storm J7 Inlet
<10.Other J7 MH 3	
$12,996.00	
$12,996.00	
$0.00	
$0.00	
$12,996.00	
100.00%	
$0.00	
$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 9 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
118.1.68	230.6 Storm Inlet and Tops-Storm V Inlet.O Storm V Inlet.Other V inlet -1	$(4,240.10)	$(4,240.10)	$0.00	$0.00	$(4,240.10)	100.00%	$0.00	$0.00	

118.1.69	230.8 Storm MH-Storm H Control.O Storm - H Control Structure.Other
Type H control structure -2	
$(22,158.70)	
$(22,158.70)	
$0.00	
$0.00	
$(22,158.70)	
100.00%	
$0.00	
$0.00	

118.1.70	230.8 Storm MH-Storm H Control.O Storm - H Control Structure.Other
Type H control structure 2	
$22,909.40	
$22,909.40	
$0.00	
$0.00	
$22,909.40	
100.00%	
$0.00	
$0.00	

118.1.71	230.99 Storm - Misc-Storm - Clean Light.O Storm - Clean Light.Other
Clean & inspect storm -351lf	
$(1,158.30)	
$(1,158.30)	
$0.00	
$0.00	
$(1,158.30)	
100.00%	
$0.00	
$0.00	

118.1.72	220 Sanitary Sewer-Sanitary - Dewatering.O Sanitary Sewer - Dewatering.Other
Dewater sanitary sewer 1	
$1,411.00	
$1,411.00	
$0.00	
$0.00	
$1,411.00	
100.00%	
$0.00	
$0.00	

118.1.73	220 Sanitary Sewer-Connect to Existing Forecemain.O Sanitary Sewer - Connect to existing forcemain.Other
Connect to forcemain -1	
$(579.55)	
$(579.55)	
$0.00	
$0.00	
$(579.55)	
100.00%	
$0.00	
$0.00	

118.1.74	220 Sanitary Sewer-Sanitary Directional.O Sanitary Sewer - 4 Directional Forcemain.Other
12" directional crossing 80lf	
$16,560.00	
$16,560.00	
$0.00	
$0.00	
$16,560.00	
100.00%	
$0.00	
$0.00	

118.1.75	220.91 Sanitary DR18-Sanitary Pipe 8DR18.O Sanitary Sewer Pipe 8DR18.Other
8" PVC forcemain 78lf	
$1,591.20	
$1,591.20	
$0.00	
$0.00	
$1,591.20	
100.00%	
$0.00	
$0.00	

118.1.76	220.99 Sanitary - Misc-Sanitary Misc Ftgs.O Sanitary Misc Ftgs.Other
8" plug valve 2	
$6,184.60	
$6,184.60	
$0.00	
$0.00	
$6,184.60	
100.00%	
$0.00	
$0.00	
118.1.77	220 Sanitary Sewer-Sanitary ARV.O Sanitary Sewer - ARV.Other Air release valve 1	$9,254.45	$9,254.45	$0.00	$0.00	$9,254.45	100.00%	$0.00	$0.00	

118.1.78	220.99 Sanitary - Misc-Sanitary Misc Ftgs.O Sanitary Misc Ftgs.Other
Forcemain fittings & restraints	
$4,238.95	
$4,238.95	
$0.00	
$0.00	
$4,238.95	
100.00%	
$0.00	
$0.00	

118.1.79	220 Sanitary Sewer-Sanitary - Forcemain Tes.O Sanitary Sewer - Forcemain Testing.Other
Pressure test forcemain 158lf	
$197.50	
$197.50	
$0.00	
$0.00	
$197.50	
100.00%	
$0.00	
$0.00	

118.1.80	220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer Pipe 8DR26 0-6.O Sanitary Sewer Pipe 8DR26 0-6'.Other
8" gravity sewer 4/6' 251lf	
$4,128.95	
$4,128.95	
$0.00	
$0.00	
$4,128.95	
100.00%	
$0.00	
$0.00	

118.1.81	220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer Pipe 8DR26 6-8.O Sanitary Sewer Pipe 8DR26 6-8'.Other
8" gravity sewer 6/8' 128lf	
$2,291.20	
$2,291.20	
$0.00	
$0.00	
$2,291.20	
100.00%	
$0.00	
$0.00	

118.1.82	220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer Pipe 8DR26 8-10.O Sanitary Sewer Pipe 8DR26 8-10'.Other
8" gravity sewer 8/10' 285lf	
$5,643.00	
$5,643.00	
$0.00	
$0.00	
$5,643.00	
100.00%	
$0.00	
$0.00	

118.1.83	220.92 Sanitary DR26-Sanitary Pipe 8DR26-Sanitary Sewer Pipe 8DR26 10-12.O Sanitary Sewer Pipe 8DR26 10-12'.Other
8" gravity sewer 10/12' 101lf	
$2,141.20	
$2,141.20	
$0.00	
$0.00	
$2,141.20	
100.00%	
$0.00	
$0.00	

118.1.84	220.92 Sanitary DR26-Sanitary Pipe 10DR26-Sanitary Sewer Pipe 10DR26 10-12.O Sanitary Sewer Pipe 10DR26 10-12'.Other
10" gravity sewer 10/12' -60lf	
$(1,656.00)	
$(1,656.00)	
$0.00	
$0.00	
$(1,656.00)	
100.00%	
$0.00	
$0.00	
118.1.85	220.92 Sanitary DR26-Sanitary Pipe 10DR26-Sanitary Pipe 10DR26 12-14.O Sanitary Pipe 10DR26 12-14.Other	$1,746.00	$1,746.00	$0.00	$0.00	$1,746.00	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 10 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
	10" gravity sewer 12/14' 60lf									

118.1.86	220.10 Sanitary ManHoles-Sanitary MH 0-6'.O Sanitary Sewer MH 0-6'.Other
4' SS MH 4/6 -2	
$(7,961.00)	
$(7,961.00)	
$0.00	
$0.00	
$(7,961.00)	
100.00%	
$0.00	
$0.00	

118.1.87	220.10 Sanitary ManHoles-Sanitary MH 0-6'.O Sanitary Sewer MH 0-6'.Other
4' SS MH 4/6 2	
$7,754.20	
$7,754.20	
$0.00	
$0.00	
$7,754.20	
100.00%	
$0.00	
$0.00	

118.1.88	220.10 Sanitary ManHoles-Sanitary MH 6-8'.O Sanitary Sewer MH 6-8'.Other
4' SS MH 6/8' -2	
$(8,479.70)	
$(8,479.70)	
$0.00	
$0.00	
$(8,479.70)	
100.00%	
$0.00	
$0.00	

118.1.89	220.10 Sanitary ManHoles-Sanitary MH 6-8'.O Sanitary Sewer MH 6-8'.Other
4' SS MH 6/8' 2	
$16,863.20	
$16,863.20	
$0.00	
$0.00	
$16,863.20	
100.00%	
$0.00	
$0.00	

118.1.90	220.10 Sanitary ManHoles-Sanitary MH 8-10'.O Sanitary Sewer MH 8-10'.Other
4' SS MH 8/10' 3	
$12,923.55	
$12,923.55	
$0.00	
$0.00	
$12,923.55	
100.00%	
$0.00	
$0.00	

118.1.91	220.10 Sanitary ManHoles-Sanitary MH 8-10'.O Sanitary Sewer MH 8-10'.Other
4' SS MH 8/10' lined -2	
$(17,825.90)	
$(17,825.90)	
$0.00	
$0.00	
$(17,825.90)	
100.00%	
$0.00	
$0.00	

118.1.92	220.10 Sanitary ManHoles-Sanitary MH 10-12'.O Sanitary Sewer MH 10-12'.Other
4' SS MH 10/12' -1	
$(5,165.00)	
$(5,165.00)	
$0.00	
$0.00	
$(5,165.00)	
100.00%	
$0.00	
$0.00	

118.1.93	220.10 Sanitary ManHoles-Sanitary MH 12-14'.O Sanitary Sewer MH 12-14'.Other
4' SS MH 12/14' lined 2	
$33,167.90	
$33,167.90	
$0.00	
$0.00	
$33,167.90	
100.00%	
$0.00	
$0.00	

118.1.94	220 Sanitary Sewer-Sanitary MH Drop Conn.O Sanitary Sewer MH Drop Connection.Other
Drop connection 3.88vf	
$1,105.80	
$1,105.80	
$0.00	
$0.00	
$1,105.80	
100.00%	
$0.00	
$0.00	

118.1.95	220 Sanitary Sewer-Sanitary Single Services.O Sanitary Sewer Single Services.Other
Single service 7ea	
$3,909.50	
$3,909.50	
$0.00	
$0.00	
$3,909.50	
100.00%	
$0.00	
$0.00	

118.1.96	220 Sanitary Sewer-Sanitary Double Services.O Sanitary Sewer Double Services.Other
Double service -1	
$(624.85)	
$(624.85)	
$0.00	
$0.00	
$(624.85)	
100.00%	
$0.00	
$0.00	

118.1.97	220 Sanitary Sewer-Sanitary - Clean, Flush and Video.O Sanitary - Clean, Flush and Video.Other
Clean, test & video sanitary mains and manholes	
$5,202.00	
$5,202.00	
$0.00	
$0.00	
$5,202.00	
100.00%	
$0.00	
$0.00	

118.1.98	240.99 Water - Misc-Water Tie Into Existing.O Water - Tie into Existing.Other
Connect to 24" water main	
$(10,484.90)	
$(10,484.90)	
$0.00	
$0.00	
$(10,484.90)	
100.00%	
$0.00	
$0.00	

118.1.99	240.99 Water - Misc-Water Tie Into Existing.O Water - Tie into Existing.Other
Connect to 24" water main	
$10,730.30	
$10,730.30	
$0.00	
$0.00	
$10,730.30	
100.00%	
$0.00	
$0.00	

118.1.100	240.11 Water DR11-12DR11.O Water - 12" DR 11 directional pipe.Other
12" directional crossing -165lf	
$(32,670.00)	
$(32,670.00)	
$0.00	
$0.00	
$(32,670.00)	
100.00%	
$0.00	
$0.00	
118.1.101	240.91 Water DR18-Water 12DR18.O Water 12DR18.Other 12" PVC water main 245lf	$8,746.50	$8,746.50	$0.00	$0.00	$8,746.50	100.00%	$0.00	$0.00	
118.1.102	240.91 Water DR18-Water 8DR18.O Water 8DR18.Other 8" PVC water main 170lf	$3,476.50	$3,476.50	$0.00	$0.00	$3,476.50	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 11 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						

118.1.103	240.99 Water - Misc-Water - Fire Hydrants.O Water - Fire Hydrants.Other
Fire hydrant assembly	
$4,550.85	
$4,550.85	
$0.00	
$0.00	
$4,550.85	
100.00%	
$0.00	
$0.00	
118.1.104	240.99 Water - Misc-Water Misc Ftgs.O Water Misc Ftgs.Other Fittings & restraints	$(10,984.25)	$(10,984.25)	$0.00	$0.00	$(10,984.25)	100.00%	$0.00	$0.00	
118.1.105	240.99 Water - Misc-Water Misc Ftgs.O Water Misc Ftgs.Other 12" fittings & restraints	$18,676.10	$18,676.10	$0.00	$0.00	$18,676.10	100.00%	$0.00	$0.00	
118.1.106	240.99 Water - Misc-Water Misc Ftgs.O Water Misc Ftgs.Other 8" fittings & restraints	$4,626.85	$4,626.85	$0.00	$0.00	$4,626.85	100.00%	$0.00	$0.00	

118.1.107	240.20 Water - Gate Valves-Water - 12GV.O Water - 12" Gate Valves.Other
12" gate valve	
$3,191.55	
$3,191.55	
$0.00	
$0.00	
$3,191.55	
100.00%	
$0.00	
$0.00	

118.1.108	240.20 Water - Gate Valves-Water - 8GV.O Water - 8" Gate Valves.Other
8" gate valve	
$1,802.25	
$1,802.25	
$0.00	
$0.00	
$1,802.25	
100.00%	
$0.00	
$0.00	

118.1.109	240.99 Water - Misc-Water - Blow Off Assembl.O Water - Blow Off Assembly.Other
2" blow-off assembly	
$1,305.45	
$1,305.45	
$0.00	
$0.00	
$1,305.45	
100.00%	
$0.00	
$0.00	

118.1.110	240.99 Water - Misc-Water - Single Services.O Water - Single Services.Other
Single water service	
$1,216.00	
$1,216.00	
$0.00	
$0.00	
$1,216.00	
100.00%	
$0.00	
$0.00	

118.1.111	240.99 Water - Misc-Water - Testing & Chlor.O Water - Testing & Chlorination.Other
Test & chlorinate 250lf	
$825.00	
$825.00	
$0.00	
$0.00	
$825.00	
100.00%	
$0.00	
$0.00	

118.1.112	240.99 Water - Misc-Open Cut Repair.O Open Cut and Repair Road.Other
Open cut & repair less friction course	
$48,363.20	
$48,363.20	
$0.00	
$0.00	
$48,363.20	
100.00%	
$0.00	
$0.00	

118.1.113	250.99 Reclaim - Misc-Reclaim Connect to Main.O Reclaim - connect to main 24" existing.Other
Connect to 24" Reclaimed main	
$(10,484.85)	
$(10,484.85)	
$0.00	
$0.00	
$(10,484.85)	
100.00%	
$0.00	
$0.00	

118.1.114	250.99 Reclaim - Misc-Reclaim Connect to Main.O Reclaim - connect to main 24" existing.Other
Connect to 24" Reclaimed main	
$10,730.30	
$10,730.30	
$0.00	
$0.00	
$10,730.30	
100.00%	
$0.00	
$0.00	

118.1.115	250.11 Reclaim DR11-12DR11.O Reclaim - 12" DR11 Directional Pipe.Other
12" directional crossing -60lf	
$(11,880.00)	
$(11,880.00)	
$0.00	
$0.00	
$(11,880.00)	
100.00%	
$0.00	
$0.00	
118.1.116	250.91 Reclaim DR18-Reclaim 12DR18.O Reclaim 12DR18.Other 12" PVC Reclaimed main 131lf	$4,676.70	$4,676.70	$0.00	$0.00	$4,676.70	100.00%	$0.00	$0.00	
118.1.117	250.91 Reclaim DR18-Reclaim 6DR18.O Reclaim 6DR18.Other 6" PVC Reclaimed main 47lf	$900.05	$900.05	$0.00	$0.00	$900.05	100.00%	$0.00	$0.00	

118.1.118	250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc Ftgs.Other
Fittings & restraints	
$(17,853.70)	
$(17,853.70)	
$0.00	
$0.00	
$(17,853.70)	
100.00%	
$0.00	
$0.00	

118.1.119	250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc Ftgs.Other
12" fittings & restraints	
$20,269.95	
$20,269.95	
$0.00	
$0.00	
$20,269.95	
100.00%	
$0.00	
$0.00	

118.1.120	250.99 Reclaim - Misc-Reclaim Misc Ftgs.O Reclaim Misc Ftgs.Other
8" fittings & restraints	
$1,414.95	
$1,414.95	
$0.00	
$0.00	
$1,414.95	
100.00%	
$0.00	
$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 12 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						

118.1.121	250.20 Reclaim Gate Valves-Reclaim - 12GV.O Reclaim - 12" gate valve.Other
12" gate valve	
$3,156.22	
$3,156.22	
$0.00	
$0.00	
$3,156.22	
100.00%	
$0.00	
$0.00	

118.1.122	250.20 Reclaim Gate Valves-Reclaim - 8GV.O Reclaim - 8" Gate Valves.Other
8" gate valve	
$(1,742.60)	
$(1,742.60)	
$0.00	
$0.00	
$(1,742.60)	
100.00%	
$0.00	
$0.00	

118.1.123	250.20 Reclaim Gate Valves-Reclaim - 6GV.O Reclaim - 6" Gate Valves.Other
6" gate valve	
$(1,240.55)	
$(1,240.55)	
$0.00	
$0.00	
$(1,240.55)	
100.00%	
$0.00	
$0.00	

118.1.124	250.99 Reclaim - Misc-Reclaim - Single Service.O Reclaim - Single Services.Other
Single service	
$1,216.00	
$1,216.00	
$0.00	
$0.00	
$1,216.00	
100.00%	
$0.00	
$0.00	

118.1.125	250.99 Reclaim - Misc-Reclaim - Double Service.O Reclaim - Double Services.Other
Double service	
$(608.00)	
$(608.00)	
$0.00	
$0.00	
$(608.00)	
100.00%	
$0.00	
$0.00	

118.1.126	250.99 Reclaim - Misc-Reclaim - Test Main Serv.O Reclaim - Test Main Service.Other
Testing	
$33.60	
$33.60	
$0.00	
$0.00	
$33.60	
100.00%	
$0.00	
$0.00	

118.1.127	240.99 Water - Misc-Open Cut Repair.O Open Cut and Repair Road.Other
Open cut & repair less friction course	
$24,181.60	
$24,181.60	
$0.00	
$0.00	
$24,181.60	
100.00%	
$0.00	
$0.00	
119	PCCO#002									
119.1	PCO#002									

119.1.1	225 Lift Station-Lift Station - Misc Ftgs.O On-Site Lift Station - Misc Ftgs.Other
Addtl lift station wet well depth	
$22,298.35	
$22,298.35	
$0.00	
$0.00	
$22,298.35	
100.00%	
$0.00	
$0.00	
120	PCCO#003									
120.1	PCO#003									
120.1.1	100 General Conditions-MOT.O MOT - Maintenance of Traffic.Other MOT	$1,227.50	$1,227.50	$0.00	$0.00	$1,227.50	100.00%	$0.00	$0.00	
120.1.2	210 Earthwork-Demolition - Sidewalk.O Demolition - Sidewalk.Other Demo & dispose concrete walks 10230sy	$64,960.50	$64,960.50	$0.00	$0.00	$64,960.50	100.00%	$0.00	$0.00	

120.1.3	210 Earthwork-Demolition - Pavement Tu.O Demolition - Pavement Turnouts.Other
Demo & disposal of asphalt pavement & base 120sy	
$630.00	
$630.00	
$0.00	
$0.00	
$630.00	
100.00%	
$0.00	
$0.00	

120.1.4	210 Earthwork-Demolition - Valley Gutt.O Demolition - Valley Gutter.Other
Demo Base 5565sy	
$3,617.25	
$3,617.25	
$0.00	
$0.00	
$3,617.25	
100.00%	
$0.00	
$0.00	

120.1.5	210 Earthwork-Demolition - Valley Gutt.O Demolition - Valley Gutter.Other
Demo & dispose of curb 1115lf	
$6,913.00	
$6,913.00	
$0.00	
$0.00	
$6,913.00	
100.00%	
$0.00	
$0.00	

120.1.6	210 Earthwork-Demolition - Valley Gutt.O Demolition - Valley Gutter.Other
Demo & dispose of retaining wall 1675lf	
$38,357.50	
$38,357.50	
$0.00	
$0.00	
$38,357.50	
100.00%	
$0.00	
$0.00	
120.1.7	260.20 Concrete-Curb - Type F.O Curb - Type "F" FDOT.Other Type F curb 182lf	$3,367.00	$3,367.00	$0.00	$0.00	$3,367.00	100.00%	$0.00	$0.00	
121	PCCO#004									
121.1	PCO#004									
121.1.1	1-Water.O Fittings.Other	$7,990.45	$7,990.45	$0.00	$0.00	$7,990.45	100.00%	$0.00	$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 13 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
	8" Line Stop									
122	PCCO#005									
122.1	PCO#005									

122.1.1	220.99 Sanitary - Misc-Sanitary Misc Ftgs.O Sanitary Misc Ftgs.Other
Valve Vault Size Change 72" x 96"	
$4,312.50	
$4,312.50	
$0.00	
$0.00	
$4,312.50	
100.00%	
$0.00	
$0.00	
123	PCCO#006									
123.1	PCO#006									

123.1.1	100 General Conditions-Construction Survey & La.O Construction Survey & Layout.Other
Survey layout	
$359.40	
$359.40	
$0.00	
$0.00	
$359.40	
100.00%	
$0.00	
$0.00	
123.1.2	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W3" conduit 95lf	$1,876.25	$1,876.25	$0.00	$0.00	$1,876.25	100.00%	$0.00	$0.00	
123.1.3	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W3", 1W1½" conduit 50lf	$1,262.50	$1,262.50	$0.00	$0.00	$1,262.50	100.00%	$0.00	$0.00	
123.1.4	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W3", 2W1½" conduit 65lf	$1,865.50	$1,865.50	$0.00	$0.00	$1,865.50	100.00%	$0.00	$0.00	
123.1.5	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 2W3" conduit 65lf	$1,833.00	$1,833.00	$0.00	$0.00	$1,833.00	100.00%	$0.00	$0.00	
123.1.6	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 3W3" conduit 170lf	$6,069.00	$6,069.00	$0.00	$0.00	$6,069.00	100.00%	$0.00	$0.00	
123.1.7	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W2" conduit irrigation 150lf	$2,070.00	$2,070.00	$0.00	$0.00	$2,070.00	100.00%	$0.00	$0.00	
123.1.8	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W2", 1W4" conduit irrigation 100lf	$1,865.00	$1,865.00	$0.00	$0.00	$1,865.00	100.00%	$0.00	$0.00	
123.1.9	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W4" - Duke 294lf	$8,055.60	$8,055.60	$0.00	$0.00	$8,055.60	100.00%	$0.00	$0.00	
123.1.10	200 On-Site-Sleeve Install Service.O Service - Sleeve Install.Other 1W6" Duke 130lf	$4,790.50	$4,790.50	$0.00	$0.00	$4,790.50	100.00%	$0.00	$0.00	
124	PCCO#007									
124.1	PCO#007									
124.1.1	100 General Conditions.O GENERAL CONDITIONS.Other Chip and haul off existing debris	$106,375.00	$106,375.00	$0.00	$0.00	$106,375.00	100.00%	$0.00	$0.00	
125	PCCO#008									
125.1	PCO#008									

125.1.1	220.10 Sanitary ManHoles-Sanitary MH 0-6'.O Sanitary Sewer MH 0-6'.Other
MH 3C to drop MH	
$4,484.25	
$4,484.25	
$0.00	
$0.00	
$4,484.25	
100.00%	
$0.00	
$0.00	
126	PCCO#009									
126.1	PCO#009									

126.1.1	210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut to Fill.Other
cut/fill	
$7,129.90	
$7,129.90	
$0.00	
$0.00	
$7,129.90	
100.00%	
$0.00	
$0.00	

126.1.2	210 Earthwork-Excavation - Cut to Fill.O Excavation - Cut to Fill.Other
cut export to phase 3	
$6,068.15	
$6,068.15	
$0.00	
$0.00	
$6,068.15	
100.00%	
$0.00	
$0.00	
CONTINUATION SHEET	DOCUMENT DETAIL SHEET	Page 14 of 14

A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						

126.1.3	210 Earthwork-Grading - Building Pads.O Grading - Building Pads.Other
grade amenity center	
$10,599.00	
$10,599.00	
$0.00	
$0.00	
$10,599.00	
100.00%	
$0.00	
$0.00	
TOTALS:	$602,529.42	$602,529.42	$0.00	$0.00	$602,529.42	100.00%	$0.00	$0.00		
Grand Totals
A	B	C	D	E	F	G	H	I		

ITEM NO.	

DESCRIPTION OF WORK	
SCHEDULED VALUE	WORK COMPLETED	
MATERIALS PRESENTLY STORED
(NOT IN D OR E)	TOTAL COMPLETED AND STORED TO DATE
(D + E + F)	
% (G / C)	
BALANCE TO FINISH
(C - G)	

RETAINAGE		
			FROM PREVIOUS APPLICATION
(D + E)	
THIS PERIOD						
GRAND TOTALS:	$3,713,634.42	$3,713,634.42	$0.00	$0.00	$3,713,634.42	100.00%	$0.00	$0.00		
WAIYER AND RELEASE OF UEN UPONFTNAL PAYMENT

The undersigned Iienor, in consideration of the payment in the amount of	371,363.70hereby waives and releases its lien and right to claim a lien for labor, services, or materials
furnished to Wal-Rose, Inc. through 1	/ 31	/ 2022 on the job of	Grand Pines Phl	to the following described property:

JOB: Grand Pines Ph l

Dated on:	1/31/22---

Lienor:  Wal-Rose
Address:PO BOX 728, Sanford, FL 32772

By:_7i;,n,  4,q_,
Printed Name:Tom LaRose

State of FL
Seminole
ountyof 		_

The following instrument was acknowledged before me this 25	day Jan by _Tom LaRose--:-;,--r	­
biis produce •
, 2022

My Commission Expires
Section 3 Supplemental Documents
PARADISO GRANDE PHASE 1	SHEET 1
A REPLAT OF PORTIONS OF GOLF COURSE PARCEL 3, PARCEL 11 AND LAKE 4 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SURVEYOR'S NOTES:
OF	3
PLAT   BOOK108P AGE	40
PARADISO GRANDE PHASE 1 DEDICATION
LEGAL DESCRIPTION.
PARCEL OF LAND COMPRISING PORTIONS OF GOLF COURSE PARCEL 3. PARCEL 11 AND LAKE 4 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17. PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA AND LYING IN SECTION 13. TOWNSHIP 24 SOUTH, RANGE 28 EAST. ORANGE COUNTY. FLORIDA.
BEARINGS HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE NORTHEAST 1/4
NORTH 00"19'51"' WEST.

ALL LOT LINES ARE RADIAL, UNLESS OTHERWISE NOTED NON-RADIAL (N.R.).
OF SECTION 13-24-28 BEING
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, PARK SQUARE GRANDE PINES, LLC, A FLORIDA LIMITED LIABILITY COMPANY IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON, AND THAT THE OWNERS HAVE CAUSED THE SAME TO BE
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE POINT OF INTERSECTION OF THE SOUTH LINE. ACCORDING TO OFFICIAL RECORDS BOOK 2593. PAGE 1260 OF THE PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA OF THE VALENCIA WATER CONTROL DISTRICT C-1 CANAL AND THE WEST RIGHT-OF-WAY LINE, ACCORDING TO PLAT BOOK 17. PAGES 81 THROUGH 87 OF SAID PUBLIC RECORDS. OF INTERNATIONAL DRIVE, BEING A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 458.90 FEET WITH A CHORD BEARING OF NORTH 67" 07' so·· WEST. AND A CHORD DISTANCE OF 19.55 FEET; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN NORTHWESTERLY ALONG SAID SOUTH LINE OF THE VALENCIA WATER CONTROL DISTRICT C-1 AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02" 26' 28" FOR A DISTANCE OF 19.55 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 65" 54' 36" WEST FOR A DISTANCE OF 286.04 FEET TO THE POINT OF BEGINNING AND A POINT ON A NON TANGENT CURVE, CONCAVE NORTHWESTERLY HAVlNG A RADIUS OF 1549.86 FEET, WITH A CHORD BEARING OF SOUTH 42" 32' 54" WEST, AND A CHORD DISTANCE OF 352.89 FEET; THENCE DEPARTING AFORESAID SOUTH LINE OF THE VALENCIA WATER CONTROL DISTRICT C-1 CANAL RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13" 04' 27" FOR A DISTANCE OF 353.66 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 371.33 FEET, WITH A CHORD BEARING OF SOUTH 40" 42' 40"' EAST, AND A CHORD DISTANCE OF 19.32 FEET: THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02" 58' 53" FOR A DISTANCE OF 19.32 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 39" 13' 13" EAST FOR A DISTANCE OF 280.78 FEET TO A POINT ON AFORESAID WEST RIGHT-OF-WAY LINE OF INTERNATIONAL DRIVE AND A POINT ON A NON TANGENT CURVE HAVING A RADIUS OF 1849.86 FEET, WITH A CHORD BEARING OF SOUTH so· 53' 36" WEST. AND A CHORD DISTANCE OF 100.00 FEET; THENCE RUN SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03" 05' 52" FOR A DISTANCE OF 100.01 FEET TO A POINT ON A NON TANGENT LINE; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN NORTH 39" 13" 13'" WEST FOR A DISTANCE OF 280.59 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 271.33 FEET, WITH A CHORD BEARING OF NORTH 41" 17' 25" WEST, AND A CHORD DISTANCE OF 19.60 FEET: THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04" 08' 24" FOR A DISTANCE OF 19.61 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 52" 53' 14" WEST FOR A DISTANCE OF 600.38 FEET; THENCE RUN SOUTH 22" 07' 41" WEST FOR A DISTANCE OF 123.20 FEET: THENCE RUN SOUTH 67" 52' 19" EAST FOR A DISTANCE OF 189.74 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 83.00 FEET, WITH A CHORD BEARING OF SOUTH 53" 59' 09" EAST, AND A CHORD DISTANCE OF 39.84 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27" 46" 21" FOR A DISTANCE OF 40.23 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 40" 05' 58" EAST FOR A DISTANCE OF 24.55 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE INTERNATIONAL DRIVE ACCORDING TO OFFICIAL RECORD BOOK 10722, PAGE 8529, PARCEL 1007 OF AFORESAID PUBLIC RECORDS; THENCE RUN SOUTH 52" 53' 14" WEST ALONG SAID WEST RIGHT-OF-WAY LINE FOR A DISTANCE OF 35.05 FEET TO A POINT ON THE NORTH LINE OF AFORESAID PARCEL 10 ORANGEWOOD NEIGHBORHOOD 2 AND A POINT ON THE NORTH LINE OF PARC CORNICHE CONDOMINIUM, A CONDOMINIUM PHASE 1, ACCORDING TO CONDOMINIUM BOOK 16. PAGE 94 THROUGH
105 OF AFORESAID PUBLIC RECORDS; THENCE RUN THE FOLLOWING TWO COURSES ALONG SAID NORTH LINES: NORTH 40" 05' 58" WEST FOR A DISTANCE OF 34.59 FEET; THENCE RUN NORTH 67" 52' 19" WEST FOR A DISTANCE OF 496.97 FEET TO A POINT ON THE EAST LINE OF SAID PARCEL 3; THENCE RUN NORTH 22" 07' 41" EAST ALONG SAID EAST LINE OF PARCEL 3 FOR A DISTANCE OF 50.00 FEET; THENCE DEPARTING SAID EAST LINE OF PARCEL 3 RUN SOUTH 67" 52" 19" EAST FOR A DISTANCE OF 258.30 FEET; THENCE RUN NORTH 11" 49' 37" EAST FOR A DISTANCE OF 161.14 FEET; THENCE RUN NORTH 19" 56" 22" WEST FOR A DISTANCE OF 14.96 FEET TO A POINT
ON A NON TANGENT CURVE, CONCAVE NORTHWESTERLY HAYING A RADIUS OF 76.00 FEET, WITH A CHORD BEARING OF NORTH 39" 45'
ALL PLATTED UTILITY EASEMENTS, INCLUDING WITHOUT LIMITATION THE UTILITY EASEMENT LOCATED ON TRACT R-1. SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, ANO 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 ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.

THE LANDS DESCRIBED ANO PLATTED HEREIN ARE SUBJECT TO THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS. EASEMENTS AND RESTRICTIONS FOR PARADISO GRANDE, RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA (THE DECLARATION") AND ANY SUPPLEMENTS ANO/OR AMENDMENTS THERETO.

THE GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT. (THE COD) FOR THE LANDS SHOWN HEREON WAS ESTABLISHED THROUGH THE BOARD OF COUNTY COMMISSIONERS OF ORANGE COUNTY, FLORIDA, IN DOCUMENT NO. 20190730865 AND RE: RECORDED IN DOCUMENT NO. 20190734506 ON OCTOBER 22, 2019.

TRACT R-1 (PUBLIC ROADWAY TRACT) SHALL BE OWNED AND MAINTAINED BY THE COD AND ARE RESERVED FOR THE USE AND BENEFIT OF THE FOLLOWING ENTITIES AND FOR THE FOLLOWING PURPOSES:
THE CDD FOR THE PURPOSE OF EXERCISING ALL POWERS AND RESPONSIBILITIES DELEGATED TO THE COD
THE OWNERS OF THE LOTS WITHIN THE PROPERTY, AS DEFINED IN THE DECLARATION, FOR THE PURPOSES OF ACCESS TO AND FROM PUBLIC STREETS ANO LOTS LYING ADJACENT TO SUCH ACCESS TRACTS, AND;
ORANGE COUNTY AND ITS EMPLOYEES AND AGENTS SOLELY FOR THE PURPOSE OF PERFORMING MUNICIPAL AND GOVERNMENTAL FUNCTIONS REASONABLY NECESSARY TO PROVIDE FOR AND PROTECT THE HEALTH, SAFETY, AND WELFARE OF THE PROPERTY AND OWNERS THEREOF OR RESIDENTS THEREON, AS WELL AS OWNER'S GUESTS AND INVITEES, INCLUDING BUT NOT LIMITED TO, POLICE. FIRE, ANO EMERGENCY MEDICAL SERVICES. ANY ACCESS IMPROVEMENTS AND APPURTENANCES ANO RELATED FACILITIES CONSTRUCTED WITHIN THE ACCESS TRACTS ARE NOT DEDICATED TO THE PUBLIC, BUT ARE PRIVATE. AND SHALL BE MAINTAINED BY THE ASSOCIATION.
PUBLIC UTILITY ACCESS & MAINTENANCE, A UTILITY EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC OVER THE ENTIRETY OF TRACT R-1.
A PUBLIC ACCESS EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC.

TRACT AE-1 (ACCESS TRACT) SHALL BE OWNED AND MAINTAINED BY THE PARADISO GRANDE PROPERTY OWNERS ASSOCIATION, INC. (THE ASSOCIATION), AND IS FOR THE BENEFIT OF THE ADJOINING PROPERTY OF PARC CORNICHE, A CONDOMINIUM. AS RECORDED IN CONDO BOOK 16, PAGES 94 THROUGH 105, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. AS PROVIDED FOR IN THE DECLARATION. A UTILITY EASEMENT IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC OVER THE ENTIRETY OF TRACT AE-1. AN ACCESS EASEMENT IS HEREBY GRANTED FOR THE BENEFIT OF THE AFORESAID PARC CORNICHE CONDOMINIUM, THEIR RESIDENTS AND THEIR GUEST ALONG WITH POLICE, FIRE AND EMERGENCY MEDICAL SERVICES.
SURVEYED. AND THIS PLAT. MADE IN ACCORDANCE WITH SAID SURVEY, IS HEREBY ADOPTED AS THE TRUE AND CORRECT PLAT OF SAID LANDS, AND HEREBY DEDICATES THE UTILITY EASEMENTS (U.E.) TO THE PERPETUAL USE OF THE PUBLIC.

TRACT LS-1 (LIFT STATION) IS HEREBY DEDICATED IN FEE SIMPLE TO ORANGE COUNTY WITHOUT ANY RESTRICTION WHATSOEVER. COUNTY OWNERSHIP OF THIS TRACT ANO ANY IMPROVEMENTS THEREON VESTS UPON APPROVAL OF THIS PLAT BY THE BOARD OF COUNTY COMMISSIONERS OF ORANGE COUNTY, FLORIDA. RECORDING OF THIS PLAT SHALL ACT AS CONVEYANCE TO ORANGE COUNTY ANO NO FURTHER INSTRUMENT SHALL BE NECESSARY TO VEST FEE SIMPLE TITLE IN ORANGE COUNTY AS AFOREMENTIONED.

TRACT	R-1	(PUBLIC	ROADWAY),	AND	TRACTS	D-1	AND	0-2 (STORMWATER),		ARE HEREBY  DEDICATED  IN FEE  SIMPLE  TO  THE GRANDE  PINES  COMMUNITY  DEVELOPMENT  DISTRICT  WITHOUT  ANY RESTRICTION WHATSOEVER.

IN WITNESS WHEREOF. THE UNDERSIGNED, PARK SQUARE GRANDE PINES, LLC, A FLORIDA LIMITED LIABILITY COMPANY, HAS CAUSED THESE  PRESENTS  TO  BE  EXECUTED  AND  ACKNOWLEDGED  BY  ITS
UNDERSIG AUTHORIZED IJIGNATORY THEREUNTO DULY AUTHORIZED ON THIS .':L..:..._ DAY OF  UC-f:/  2022.

BY: PARK SQUARE GRANDE PINES, LLC. A FLORIDA LIMITED LIABILITY COMPANY.

/1/
BY	-
 F	
10" EAST, AND A CHORD DISTANCE OF 71.19 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 55" 51' 06" FOR A DISTANCE OF 74.08 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 11" 49' 37" EAST FOR A DISTANCE OF 216.00 FEET; THENCE RUN NORTH 78. 10' 23" WEST FOR A DISTANCE OF 407.00 FEET; THENCE RUN NORTH 11" 49' 37" EAST FOR A DISTANCE OF 52.00 FEET; THENCE RUN NORTH 78" 10' 23" WEST FOR A DISTANCE OF 105.00 FEET TO THE POINT OF
CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY HAVING A RADIUS OF 10.00 FEET. WITH A CHORD BEARING OF NORTH 33" 10' 23" WEST, ANO A CHORD DISTANCE OF 14.14 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90" oo· oo" FOR A DISTANCE OF 15.71 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 11· 49' 37" EAST FOR A
DISTANCE OF 240.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 10.00 FEET, WITH A CHORD BEARING OF NORTH 56" 49' 37" EAST, AND A CHORD DISTANCE OF 14.14 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90" 00' 00" FOR A DISTANCE OF 15.71 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 78" 10' 23" EAST FOR A DISTANCE OF 105.00 FEET; THENCE RUN NORTH 11" 49' 37" EAST FOR A DISTANCE OF
52.00 FEET; THENCE RUN SOUTH 78" 10' 23" EAST FOR A DISTANCE OF 331.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY HAYING A RADIUS OF 76.00 FEET, WITH A CHORD BEARING OF SOUTH 53" 59' 31" EAST, AND A CHORD DISTANCE OF 62.26 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 48" 21' 43" FOR A DISTANCE OF 64.15 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN NORTH 11" 49' 37" EAST FOR A DISTANCE OF
189.01 FEET TO A POINT ON AFORESAID SOUTH LINE OF VALENCIA WATER CONTROL DISTRICT C-1  CANAL ZW; THENCE RUN THE

AN EMERGENCY ACCESS EASEMENT OVER THE CDD PUBLIC STORM DRAINAGE CONVEYANCE SYSTEM WITHIN TRACT R-1, TRACTS D-1 AND D-2, AND OVER THE DRAINAGE EASEMENTS SHOWN HEREON IS HEREBY DEDICATED TO ORANGE COUNTY FOR EMERGENCY MAINTENANCE PURPOSES IN THE EVENT INADEQUATE MAINTENANCE OF THE STORM DRAINAGE SYSTEM CRATES A HAZARD TO THE PUBLIC'S HEALTH, SAFETY, AND GENERAL WELFARE. THE EMERGENCY EASEMENT GRANTED ABOVE DOES NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON ORANGE COUNTY TO ENTER UPON THE SUBJECT PROPERTY AND TAKE ANY ACTION TO REPAIR OR MAINTAIN THE COD PUBLIC DRAINAGE SYSTEM.

THE VALENCIA WATER CONTROL DISTRICT DRAINAGE AND ACCESS EASEMENT (V.W.C.D.D.A.E) DEPICTED HEREON IS TO BE DEDICATED TO THE VALENCIA WATER CONTROL DISTRICT. A STATUTORY CORPORATION EXISTING UNDER THE LAWS OF THE STATE OF FLORIDA, FORMERLY KNOWN AS VALENCIA DRAINAGE DISTRICT; AND SAID DEDICATION HAS BEEN ACKNOWLEDGED
AND ACCEPTED BY VIRTUE OF THAT CERTAIN "JOINOER ANO CONSENT TO PLAT" RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA CONCURRENTLY WITH THE RECORDING OF THIS PLAT.

TRACT P-1 (PARK) IS DEDICATED TO AND MAINTAINED BY THE ASSOCIATION.

THE LANDS SHOWN HEREON HAVE BEEN PREVIOUSLY USED AS A GOLF COURSE.
._ju,_rj,{1,,-.  l>Jh\bs
PRINTED ~	FWITNESS
·--

,a  ::f-:?s:R...,J .
PRINTED NAME OF WITNESS

STATE OF FLORIDA COUNTY OF &)t"
NAME: SURESH GUPTA

TITLE: MANAGER
FOLLOWING COURSES ALONG SAID SOUTH LINE: SOUTH 78" 19' 52'" EAST FOR A DISTANCE OF 121.12 FEET; THENCE RUN SOUTH 11" 40' 08" WEST FOR A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 78" 19' 54" EAST FOR A DISTANCE OF 319.38 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 873.93 FEET, WITH A CHORD BEARING OF SOUTH 77" 22' 34" EAST, AND A CHORD DISTANCE OF 29.13 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01· 54' 36" FOR A DISTANCE OF 29.13 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 13" 34' 43" WEST FOR A DISTANCE OF 5.00 FEET TO A POINT ON A NON TANGENT CURVE, CONCAVE SOUTHERLY HAYING A RADIUS OF 868.42 FEET, WITH A CHORD BEARING OF SOUTH 71" 10' 08" EAST, AND A CHORD DISTANCE OF 159.10 FEET; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10" 30' 41" FOR A DISTANCE OF 159.32 FEET TO A POINT OF TANGENCY; THENCE RUN SOUTH 65" 54' 36" EAST FOR A DISTANCE OF 61.40 FEET TO THE POINT OF BEGINNING.
CONTAINS 13.31 ACRES MORE OR LESS.
THE PROPERTY DESCRIBED HEREON IS SUBJECT TO THE FOLLOWING BLANKET EASEMENTS AND AGREEMENTS RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA:
OFFICIAL RECORDS BOOK 3819, PAGE 439: ACCESS EASEMENT (LANDSCAPE AREAS). DOC# 20190335745: SITE WORK EASEMENT ANO NOTICE OF ESCROW EASEMENT. DOC# 20190335746: DEVELOPMENT AGREEMENT AND GRANT OF EASEMENTS.
DOC# 20190335747: EASEMENT AGREEMENT AND AMENDMENT RECORDED PER OOC# 20210211103. DOC# 20210211109: SIGNAGE EASEMENT AGREEMENT

KNOW  ALL MEN  BY  THESE  PRESENTS,  THAT  THE  GRANDE  PINES COMMUNITY	DEVELOPMENT	DISTRICT,	A  LOCAL  UNIT  OF  SPECIAL
THE FOREGOIN\;-INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF [ ] PH.YSICAL,_PRESENCE OR [	]	ONLINE NOTARIZATION THIS .;;z DAY OF vY l<>Y<"	, 2022, BY SURESH GUPTA AS
MANAGER OF PARK SQUARE GRANDE .f'INES, LLC, A FLORIDA LIMITED LIABILITY COMPANY SUCH PERSON [ ]	IS PERSONALLY KNOWN TO ME OR [	] HAS PRODUCED 		 AS IDENTIFICATION.

f
NOTARY PUBLIC
PURPOSE  GOVERNMENT  ESTABLISHED  UNDER  CHAPTER  190,  FLORIDA		
LEGEND: P.B.
O.R. PG(S).
P.C.

Plat Book
Official Records Book
Page(s)
point of curvature

Valencia Water Control District Drainage and Access Easement
change in direction no corner set
change in direction
STATUTES, HEREBY ACCEPTS TRACT R-1 (PUBLIC ROADWAY) AND TRACTS 0-1 AND D-2 (STORMWATER) BY THE ABOVE DEDICATION AND ALSO RECORDING OF THIS PLAT, AND SAID TRACT IS INTENDED FOR
Ir--------------------------11THE GENERAL USE OF THE PUBLIC.
Signature:	
Printed Name: .,JLA.c!.t-t 1,-.._ (.,ciVl"lb5 
Commission No.: +('-1'1-I I,', -I I' ---,---

P.T.

point of tangency
along right-of-way lines
OWNERS ASSOCIATION
IN	WITNESS	WHEREOF.		GRANDE	PINES	COMMUNITY	DEVELOPMENT DISTRICT,	A		LOCAL	UNIT	OF	 SPECIAL		PURPOSE		GOVERNMENT
My Commission Expires: .!?Lj_o{o?'S,
P.I.
C.B.
point of intersection
chord bearing
([.
centerline
THIS IS TO CERTIFY, that on MQrc,i,) '-{,ten-!.-	the  foregoing plat
and Tracts AE-1 and P-1  depicted thereon have been accepted and
ESTABLISHED UNDER CHAPTER 190, FLORIDA STATUTES HAS CAUSED,r	I
THESE PRESENTS TO BE SIGNED BY THE AUTHORIZED  AGENT NAMED	CERTIFICATE OF REVIEW BY COUNTY SURVEYOR
CH	chord length central angle
L	arc length
@
U.E.
set nail & disk LB 6723 permanent control point (P.C.P.)
utility easement
approved by the Paradiso Grande Property Owners Association, Inc.
Paradiso Grande Property Owners Association, Inc. (CORPORATE SEAL)
BELOW:
BY: GRl,Wl)_E PINES COMMUNITY DEVELOPMENT DISTRICT, A LOCAL UNIT ECIAL\ PURPOSE GOVERNMENT ESTABLISHED UNDER CHAPTER 190,
for conformity with Chapter 177,
R/W
right-of-way
R	radius
'.....
'
/_,-.·
?;,· 1· t1.,,
CCR#
Certified Corner Record Number
Official Records Document Number of the
N.R.
P.C.C.
P.R.C.
non radial
point of compound curvature
point of reverse curvature
By:
·"/	,--.
'!J1 \'
BY (i,rviwirx ri) .•·'
F' Ess	A
(/,ovf	NAME: )tll1a'1dA iJ),I
Date
DOC#
C.B.
N.T.
Public Records of Orange County, Florida
Condo Book
non tangent
set 4" x 4"  concrete monument LB 6723

SHEET INDEX
THE PROPERTY SHOWN HEREON REPRESENTS THE LANDS INCLUDED IN THE GRANDE PINES PARCEL 110 PRELIMINARY SUBDIVISION PLAN (CASE NO. CDR 20-02-045) AS APPROVED BY THE ORANGE
COUNTY BOARD OF COUNTY COMMISSIONERS ON OCTOBER 13, 2020.
cji;E oFw1TNEss	TITLE, Fie1it'denf
SIGNATURE OF WITNESS
 Sug_p.NDH,o SHAeHA	

Examined and Approved
CERTIFICATE OF APPROVAL BY COUNTY ENGINEER
>t LA.-

3·7 •  .2

SHEET 2-3	of 3 -  boundary information
& tract geometry

WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
STATE OF FLORIDA	COUNTY OF Q,:I)V\ge_
County Engineer
Date
........	·.

C£:N!R,i,l

F(Oflto,4, PARKWAY
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.

QUALIFICATION STATEMENT OF SURVEYOR AND MAPPER

KNOW ALL MEN BY THESE PRESENTS, that I the undersigned, being
a  licensed  surveyor	and  mapper,  do  hereby  certify  that  on
THE FOREGOIN,f; INSTRUMENT WAS ACKNOWLEDGED BEFORE ME, BY MEANS JlF [ ]	PHYSICAL PRESENCE OR [	] 9NLINE NOTARIZATION,
THIs_y._""'D-"Y oF Mo.rw	. 2022. BY Aooa  W\,\lWl£.U
AS Pres,clm+	'  OF GRANDE PINES COMMUNITY DEVELoi!MENT
DISTRICT, A LOCAL UNIT OF SPECIAL PURPOSE GOVERNMENT ESl't\BLISHED UNDER CHAPTER 190, FLORIDA STATUTES. SUCH PERSON
[ \/'] IS PERSONALLY KNOWN TO ME OR [	] HAS PRODUCED
AS IDENTIFICATION• ...,.,;._"""""""""""'_,.,.,_""I!
CERTIFICATE OF APPROVAL BY BOARD
OF COUNTY COMMISSIONERS
THIS IS TO CERTIFY, that on V\a,c.\.-i OJ, 20'Z-2- the foregoing plot was approved by the Board of County_J;ommissioners of Orange Coun,r.:"FTol"'

Orange
ALLEN
81	•
.:J'	:;;,
(/)

SITE
March 13, 2020 completed the survey of the lands as shown in the foregoing plat or plan: that said plat is a true and correct representation of the lands surveyed and platted and was prepared

NOTARY PUBLIC
,,,,. 'i\

Notary P\lblk: S\!'11e of Flori,:l1,
Suhiel Rojas
My Comrniuicin GG 941eili
Expi,es 12122/202'3
Attest: -:Ph",I  u•,()./l>\:>"d.	
,,,,.
-,sc:i
COMPANY
0
0

(/;' 0
under my direction and supervIsIon; that permanent reference monuments have been placed as shown thereon; and this plat complies with all the survey requirements of Chapter 177, Florida Statutes; and th\qt,s,qid lanQ is located in Orange County, Florida.
'., •,_; ; L,_., ; ;
""""'"'"		rr1t		;.'I)	•
Pnnted  Name:	1e	QS
Commission No,:
Clerk of the Board.
hr fi\Y	?{		p		D.C.
I',( " ,•
,,-J=p-,-•,;-., -'
6'l
'"'1Y
,§"+"'	By
/  ,  Date:	3 /II2-Z--

My Commission Expires:
Derernt;x:.r z.:2w,1 ,"20"2-o

CERTIFICATE OF COUNTY COMPTROLLER
,:	/  (	CERTIFICATE OF APPROVAL	I HEREBY CERTIFY,  that the foregoing plat was recorded in the

16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787
( 407)  654-5355
LOCATION  MAP	 y	:::I
James 'f.(' i¢kmanLP:'S.M, .·,ff.'5633	BY ZONING DIRECTOR	Orange  County Official  Records	,......	- .......
• • ,  ••.	-, - •, ,_  •·-. ..	,.-  '{ COMp ]
en &	Examined	on o3{Q'I { '2022-	as Dae.#  2o'22-ol5'9 f  3-Z 	_/ ,y  _..•·· .. 1>'t ·.\
ce =  f	{	;  210	°	•	J "I	Count Comptroller in and for Orange County, Florida. { ,
( not	to	scale)	,.	,
Winter Garden• , F.lorida'
34787
Approved '--, --1,,U]. ==---;;;z  :  ;.,_:  .i tl--- :,	
t/-(l)UL	\,
Z	ng Director	Date	y
20220159132 Pa9e2of3

PARADISO GRANDE PHASE 1
A REPLAT OF PORTIONS OF GOLF COURSE PARCEL 3, PARCEL 11 AND LAKE 4 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2
AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA
SHEET 2 OF 3
PLAT BOOK108PAGE	41

GRAPHIC  SCALE

PARCEL 11
ORANGEWOOD NEIGHBORHOOD 2

10.00· v,w.c.o.o.A.E,
121.12·
S7a·19'52•£
81	==
;!	10-, --i:,
0-

S11"40'08"W 10.00'

=-S_,7_.8_;,;9-"5'4.,,E:- _

C-7 CANAL
VAL[NC!A WA T[R CONTROL DiSTR1cr P[R 0.R. 2593 PC. 1260

- --	-

R=873.93' CB=S77"22'34"E CH=29.13'
"	0	60
I a	I	
P.B. 17, PGS. 81 -  87
-"'·
' :N B MJ-
EASEMENT PER
O.R. 3887, PG. 4968
c;7o-, ":::.:c..•-- -	---	- --
-	:::::..·· - ··-,	-	- J7
-...cc.m_.. -.	.·-.:-:.:._ _
-
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""""-	---
11=01"54'36"
L=29.13'
R=868.42'
CB=S7110'08"E
11=10"30'41"
( IN FEET )
1 inch = 60	ft.
,
DETAIL A
L7ii --:::::_---"	-
·--- - -Jl,JJ----..,,,_
P.-C-. N.r:-
CH=159.10'

L=159.32'

V  C•	,l

VAL[NC!A	C-1  CANAL
WA T[R CONTROL
Nor PLA rrco

SOUJH UNE OF C- I C,\NAL ZW

01sm1cr

-	ORA ccw000  NfiGHeoRHooo
.B. 17, Pcs, BJ -	87	2	/
CANAL BERM EASEMENT SCALE 1• = 60. oo·
, s.oo' CANAL 8£RM ' -_ EASEMENT PER	--
0.R. 3887, PG. 4968	··-
l/14
-

·--- "·	--
"•

15,0(/"tANAL BERM
EASEMENT PER
O.R. 3887, PG. 4958
Co %!Vc;,'r;:: I
0/ O; ;.q f(i
..	srR1c

',	',,

NORlliEAST CORNER OF
SECTION 13-24-28
FOUNO 6"X 6" CONCRETE	I
MONUMENT WITH 1" IRON PIPE TOP BROKEN, NO IOENTIFICATION
CCRf 101695

GOLF COURSE PARCEL 3 ORANGEWOOD NEIGHBORHOOD 2
P.B. 17, PGS. 81 -  87

VAi£NC1,4 W,17tii CON71?Ql DISTR1cr-

EAST LINE OF

S78'19'.S2•c

NORTH UNE OF ORANGEWOOO NEIGHBORHOOD 2
P.B. 17, PGS. 81 - 87

l Ji6'

NOT PLATTED

CANAL
VAL[NC!A WA T[R CONTROL D!STR1cr P[R 0.R. 2593 P.c. 1260

NORll-1 UNE OF

R=873.93"
' Ottvr 01"
'
0<G11ylV11y°';;

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-
GOLF COURSE PARCa 3	PARCEL 11
ORANGEWOOD NEIGHBORHOOD 2
P.B  17, PGS  81 -  87
C! I
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ORANGEWOOO NElGHBORHOOO 2
P.B. 17, PGS. 81 - 87
,	-	-'i')'c,.,c-- -	,	,
CB=S77"22'34"E CH=29.13"
11=01'54'36"

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R=76.00'
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CB=S53'59'31"E
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' r-	-	----
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CF- LAKE 4
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le	S7a·10'23•E:
ORANGEW 81 _ 87
P.B. 17,  ·
CH=62.26'
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---	,3e	···1-==--	T	".,
11=10"30'41"
Va C,	0,;

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L=19.32'

00

WEST LINE OF PARCEL 11
- ORANGEWOOD NEIGHBORHOOO 2 PB. 17, PCS. 81 - 87

PARCEL 11
ORANGE WOOD

401.00·
to	'
f--- 10.00'
j	U.E.
SEE
SHEET 3
.	<.
15,00'
U.E.

/'  '..
,p o6

WEST LINE OF LAKE 4

/	"--v
/	EAST LINE OF
GOLF COURSE PARCEL J
NEIGHBORHOOD 2	I
P.B  17, PGS. 81 -  87	I
I
EAST LINE OF PARCEL 11
/
/
EAST LINE OF PARCEL 11	/
,. I
a'">'
"-'
,t.,JI!
..,.., '
:1'' .
*<,.· '-<>	1'..0,,
ORANGEWOOD NEIGHBORHOOD 2	"-°'  -',
WEST RIGHT-OF-WAY LINE	c-.."<;;."  "(-
INTERNATIONAL DRIVE	V  (<
PER P.8. 17, PGS. 87 - 87	0f6'	z
"-'
·"1
¥'',].o.A...:. fl-.q,,",'()'ti.:

('(' 0,,_

s  s'<"	/
Y	o"" ,J- '	00
SEE
SHEET 3
;: /
-,ti.:' ,p'\ •'1,! ..
"b )i	1' 1''.,

,{l'-.Q	b,.,
'b'
_'\.C,0
'v/ I
SHEET INDEX
SHEET 1 of 3 -  legal description, dedication,
legend & surveyors notes

<7	V.W.C.D.D.A.E.		Valencia Water Control District Drainage and Access Easement
e,,,v,,.,- e,"<' ••o'o 'll"·''
\Y'\

''I:,.	"',j,.
1:..,	1, '°')::}
00 ,+0>	I<:'' /ov G
6 'v'l't: -¥'b<	'b'\	6 (?i.
1,""(j.(,<8;_"'.	1',J'b"/	o  -
1;-:i1;	'J <v:,,00  ,, f	,'v
'/ I 6
SHEET 2-3	of 3 -  boundary information
& tract geometry
SEE SHEET 3
o/,p
"'-%	, • .,,
t:)	($)
<;_
,	X	,"<""
,,,.1;,
.. •,

CURVE TABLE
CURVE	 RADIUS		BEARING		CHORD		DELTA	 LENGTH C100	50.00'	N33'10°23"W	70. 71"	90·00·00·	78.54'
C101	321.33'	N58'41"48"W	214.27"	38'57'10"	218.46'

UNE TABLE
i.,	· o-	?

'

120.00

>	/  /  /
is
zl
;:: I
:Q
w
....	....
A-LLEN··
C102 C103 C104
C105
76.00"
12.00'
200.00·
90.00"
N08'59'31"W S33'10'23"E S89"08'55"E
N8T48"43'."W
54.02'
16.97"
76.16"
38.38'
41'38"17"
90·00·00··
21'57"04'"
24'37'26"'
55.23"
18.85'
76.62'
. 38.68"
LINE L100 L101
BEARING S78'11"21"W N11'48'39°0W
LENGTH 68.45'
39.00'
EAST LINE OF PARCEL 11 ORANGEWOOD NEIGHBORHOOD 2x
WEST RIGHT-OF-WAY LINE
INTERNATIONAL DRIVE PER P.B. 17, PGS. 81 - 87
/	,

R=1849.86' CB=S50"53'36"W CH=100.00'
g;
,. 1•	z
:1
L102
N78"11"21"E
66.33"
'	/ /	/	.
11=03"05'52"	0
C106
371.33"
N58"51°03"W
212.78"
33'17"54'"
215.80'
L103
S79'19'27"E
40.62"	/	/
zwl
81	C111
24.00"
N33'10'23"'W
33.94'
90·00·00"
37.70"
L104
S65'54'36"E
/	/
59.20"	/	/
L=100.01'

::J
COMPANY
C112 C113 C114 C115 C116 C117 C118
10.00'
1849.86"
1849.86'
76.00"
76.00'
1549.86"
1549.86'
N56'49'37"E N51'40'04"E N50'07"08"'E N14'55'17"W N05'53'51"E N36'09'39"E N36"41"21"E
14.14"
50.01'
50.00'
39.06'
15.70"
8.10'
20.49'
90·00·00··
01'32°56'"
01'32°56"
29"46'45"
11'51"32"
00'17"57"
00·45'27"
15.71"
50.01'
50.00"
39.50'
15.73'
8.10'
20.49'
L105 L106 L107 L108 L109 L110
L111
N78'11"21"'E
N11'48'39"'W N56'48'39"W N7T43'29"W N80'19'33'"W N75'22"38"W
N77"40" 42"'W
/	/
68.60"	/
48.60"	/
44.05"
6.17'
114.94"
119.67"
29.38"

/
/

I I /
-  -
16  EAST PLANT STREET
WINTER GARDEN, FLORIDA 34787
(407) 654-5355
C119 C120
I		C121 C122
1549.86"
1549.86"
386.33"
1549.86'
N42'47'58"E N48'48'29"E N48'45'34'"W N36'03'24"E
309.55"
15.00'
88.24'
2.46'
11·27"45••
00·33"17"
13'06"55'"
00"05'27"
310.06'
15.00'
88.43'
2.46'
L112 L113 L114 L115
N7T40'42"W N79'23'49"W N80'14'07"W
_S_6_3'38"38"E
70.62'	I	,.	1•
'	I
28.96'
60.83'
SOUlHEAST CORNER Of
THE NORlHEAST 1/4 Of SECTION 13-24-28
FOUND 6"X 6 CONCRETE MONUMENT WllH JW&:G DISC
CCR,0041848
20220159132 Page 3 of3

PARADISO GRANDE PHASE 1	SHEET 3 OF 3	PLAT BOOK108 PAGE				421	
A REPLAT OF PORTIONS OF GOLF COURSE PARCEL 3, PARCEL 11 AND LAKE 4 OF THE PLAT OF ORANGEWOOD NEIGHBORHOOD 2 AS RECORDED IN PLAT BOOK 17, PAGES 81 THROUGH 87 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 13, TOWNSHIP 24 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA

/I $C) ·;:1;;	I
/	Cl)  f!J	I	SEE SHEET 2
I	L	TRACT D-2
I	CB=N33"10'23"W	SEE SHEET 2	'	- -	(S-T--O-RMW-A-TER)
R=10.00'
I	CH=14.14'	I	&"'	I	•  ------ -------	: --	-=-	--:	=. ---	-	--- - -	-... -...	GRAPHIC SCALE
I	t.=90"00'00"	'	h	•	-	'"'°"•-!!!. i-c.,_..,	--- -	-	-	..............	----	"I  -•-10	30
l	L=15.71'
,.	-­	-	TRACT  P-1	/ '	I-	'	8	-R-/W	---	g	'="'"'	....,.	u,9",. "le,-,,	--,
P.T..

P.C.- ---,..	-	(PARK)	,	•• C	"'" .,;	50.00•	'"-'•	C	¼	. ---	' c	( IN FEET )
' o',°•o "• '' r----- -----,	""'	'•"••· ¾,,	o.,,,, 1	'''o,,,	-	1 inch = 60  ft.
'r,	"
'	So	,.	'	•=>	--,	•"	•'%a	Di,,-1>--i	'
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'	&"•U'JC-O,o,Q.;:"	I'	--- -	.•......-	'0	'	R=371.33'
'	--· ...	...,c,:;,.,--· ----- ,,.;,,. "•- •••	'	-)'- c,o>	CH=19.32'
(PUBL!c ROADW,4,y)
>	---	j'-,	t.=02'58'53"
/fJ	2s.10 ·I,	-	o<l	OR LAKE 4 OD
N7a·10·2J•w	8	L=19.32'
I	I	.,o-	ANGEWO
P. NEIGHBORHOOD- 2 87
WEST LINE OF PARCEL 11	407.oo·	cfs:,e-,	J-- 10.00'	B. 17, PGS. 81
U.E.
ORANGEWOOO NEIGHBORHOOD 2	o<l
P.B. 17, PGS. 81 - 87	 "'	 I	.,o-
. /	EAST LINE OF	"	I	,J'
I	>
GOLF COURSE PARCEL J
I	,<)	EAST LINE OF PARCEL 11
I	i"-0	ORANGEWOOO NEIGHBORHOOD 2
g ..,,	"''	'c	WEST RIGHT-OF-WAY LINE
>,:.0- '\ 1,, (i-	PER P INTERNATIONAL DRIVE
.B. 17, PGS. 81 - 87
<o' ::;I	1:  ,,,,	y
;;ff/	_,;,_,{l,00 • .	1,	V, e>,,_	' '.,.	/
WEST LINE OF PARCEL 11	TRACT D-1	"'	./'  ·,'],,	­ {,,',	'q,	1-'1-''.,,
ORANGEWOOO NEIGHBORHOOO 2	e,yt',o<o <o'	·a	;,,_	,t-'"C0:",'c.',(l){-,+/ 4'	/
P.B. 17, PGS. 81 - 87	PARCEL 11	'"'I	(STORMWATER)	e,v	tf ()	,C?J·	,l'<.i' .	"·	,,..	' "'<,,;-- C,	'I
ORANGEWOOD	I	"1'	-7,:	i"'.?	'1, 00,t,<l;_' 1.	<;- ,""
-  .,	'·11,, >	<o· <>· \, <v</.<..; ""'	I
EAST LINE OF	NEIGHBORHOOD 2	I	001.'·	.0· 1·.""'' .,<c.
GOLF COURSE PARCEL J	P.B. 17, PGS. 81 -  87	•"'  I	,0·d:, ,"I·
,-.. I	%-q,	'""''°-o.:'	•0
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PARCEL 3
ORANGEWOOD	I
NEIGHBORHOOD 2	J-_10.00'	EAST LINE OF PARCEL 11
I	U.E.	ORANGEWOOO NEIGHBORHOOO 2
WEST RIGHT-OF-WAY LINE
P.B. 17, PGS. 81 -  87	R=76.00'	II	PER INTERNATIONAL ORIVE	R=1849.86'
P.B. 17, PGS. 81 - 87
CB=N39'45'10"E	P.T.,,.-	;-\I	CB=S50'53'36"W
CH=71.19'	I	'.S'	////	CH=100.00'
t.=55'51'06"	I	t.=03'05'52"
L=74.08'	I	c,'>i"	/ /	L=100.01'
/	/	/
GOLF	EAST LINE Of	/
COURSE PARCEL 3	WEST LINE OF PARCEL 11	/	/}////
ORANGEWOOD NEIGHBORHOOO 2	/	/
,,,,	P.B. 17, PGS. 81-87	N19'56'22"W	/	/	/
14.96'	PARCEL 11	/
.,,.	ORANGEWOOD	moo'	//	/
;":,.	.-	NEIGHBORHOOD 2	P.B. 77' PGU.E PER	;/	// /
· 81-87/ %	/ // /
l:j§	50' CROSS EASEMENT	,,.	P.B. 17, PGS. 81	87
C.R. 4044, PG. 1918
//
<:O'	-...:	/	/
!'>,	"'	/	/	\ -
100 00' GOLF COURSE ACCESS	//	/	/	/
P.B. 17, PGS. 81-87	p;	25 ·	/ 1// / /	/
AND UTILITY EASEMENT PER	1141

0,	BUFFER- A NDSCAPE	/  /	/
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,	05	r;,- --....	,	AND UTILITY EASEMENT	,....<o..	'b	•	/	/	i;,,'1 'v 0'< 1
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A CONDOMINIUM	,A	/ /	/
PHASE 1	¥	/
C.B. 16. PGS. 94-105	50.00' GOLF co,esE sCCESS	'-  '­	N40'05'58"W
ANO UTILITY EASEMENT	34.59'	/
PER P.B. 17, PGS. 81-87
/
RIGHT OF WAY IN FEE PER	/	

60					

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-
SHEET 2
SHEET 2

,.._
KEY MAP
(not to scale)	

SHEET INDEX SHEET 1 of 3 -
SHEET 2-3	of	

legal description, dedication, legend & surveyors notes
3 - boundary information & tract geometry	/	O.R. 10722, PG. 8529, PARCEL 1007
/	/
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ALLEN
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llPANY

16 EAST PLANT STREET
l'YINTER GARDEN, FLORIDA 34787
(407) 654-5355		

Construction Plans
for
ran e
•
1• nes
ran ewoo   -  arce 
PSP-15-03-060, Orange County Project No. B18906728
Orange County, FL
 ase 

Parcel Id. No.:
13-24-28-6283-00-110 (Partial)
13-24-28-6283-07-010 (Partial)
13-24-28-6283-12-040 (Partial)

Owner:
AG-RW Grande Pines, LLC 54A Hanover Road, Suite 310 Florham Park, NJ 07932

Owner/Developer/ Applicant:
Park Square Homes 5200 Vineland Rd, Suite 200
Orlando, FL 32811

Sheet Id.
CO.OJA	C0.01B C0.02
C1.00	Cl.OJ C2.00
C2.01 C4.00 CS.00
CS.OJ	CS.02 CS.JO
& CS.20 CS.30
CS.40
&  cs.so	CS.S1
C6.00	C6.03
& C7.00	C7.01 CS.OD
C9.10	C9.12 C9.20
C9.30
C9.40	C9.42
Sheet Index	Subm./Rev.

Civil Engineer:

EnvirorunentaL
L400 L401 L410 LSOO LS10

L404

LS04

Date

Description

Overall Irrigation Plan

JOB COPY	■
■

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Poulos & Bennett, LLC
2602 E Livingston St Orlando, FL 32803
407.487.2594

Surveyor:
Allen & Company
16 East Plant St.
Bio-Tech Consulting, Inc.
2002 East Robinson St. Orlando, FL 32803
407.894.5969

Landscape Architect:
Bonnett Design Group, LLC
400 South Orlando Ave., Suite 201
12/20/2018
1	2/21/2019
2	4/17/2019
3	5/28/2019
5/29/2019
4	8/8/2019
Submit to Orange County

Resubmit to Valencia Water Conu·ol Dis Resubmit to Valencia Water Control Dis Resubmit to Orange County
Bid Set
Resubmit to Orange County

TYPE CONST
0	Winter Garden, FL 34787
407.654.5355
Maitland, FL 32751
407.622.1588
5	8/30/2019
Resubmit to
Orange County

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Geotechnical Engineer:
Universal Engineering Sciences
3532 Maggie Blvd.
Orlando, FL 32811
407.423,0504
407.423.3106

Vicinity Map
Scale, 1" = 3,000'
6	9/26/2019
7	6/09/2020
8	10/13/2020
9	11/11/2020
Revise Forcemain Connection Resubmit (Revised layout per client) Resubmit to Orange County
Resubmit to Orange County
l
NOTE:
CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE FOR STREETS AND HIGHWAYS, FOOT GREEN BOOK, AND THE ORANGE COUNTY REGULATIONS AND SPECIFICATIONS.

5

GENERAL  NOTES:

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND .ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE:
-  WATER MANAGEMENT DISTRICT CONSUMPTNE USE (WATER USE) FOR CONSTRUCTION OEWATERING (CUP)
F	- WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) OR MSSW WATER MANAGEMENT DISTRICT WETLAND RESOURCE PERMIT
FDEP WATER DISTRIBUTION
FDEP SANITARY SEWER· COLLECTION AND TRANSMISSION
FDEP REUSE
FDEP DREDGE AND FILL
ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND FILL LOCAL RIGHT OF WAY USE
LOCAL UNDERGROUND UTILITIES
FOOT DRIVEWAY CONNECTION
FOOT UTIUTY
FOOT STORMWATER DISCHARGE CONNECTION
FOEP & EPA NPDES STORMWATER
FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION TORTOISE INCIDENTAL TAKE

CONTRACTOR IS ADVISED THAT THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT OPERATORS FlLE A NOTICE OF INTENT (NOi) FOR STORMWATER DISCJ-lARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE. NPOES GENERAL PERMIT PRIOR TO BEGINNING WORK. IN THE STATE OF FLORIDA THE FLORIDA OEPARTENT OF
ENVIRONMENTAL PROITCTUON IS THE PERMrTTING AGENCY. IT IS CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN SAME. A COPY SHALL BE SENT TO OWNER.
E	J. FLORIDA LAW (F.S. 556 - THE UNDERGROUND FACIUTY DAMAGE PREVENTION AND SAFETY ACT) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT wrn,ouT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS. PIPELINES IN THE AREA OF
THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HANO TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS A$ DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 46 HOURS AND A MA>;IMUM OF 5 DAYS PRIOR TO EXCAVATING
{EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS).
IT IS THE CONTACTOR'S RESPONSIBILITY TO SECURE THE PROJECT SITE DURING CONSTRUCTION, TO PREVENT TRESPASSING OF UNAUTHORIZED PEDESTRIANS AND/OR VEHICLES IN ALL WORK AREAS. THE CONTRACTOR .SHALL POST SIGNS, CONSTRUCT BARRIERS OR IMPLEMENT OTHER METHODS NECESSARY TO CONTROL ACCESS, THE ENGINEER ASSUMES NO RESPONSIBILl1Y FOR TRESPASSING ON THE CONSTRUCTION SITE OR DAMAGES TO ANY WORK RELATED THERETO.
CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, RECLAIMED WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES.
PRIOR TO COMMENCEMENT, CONTRACTOR SHAll PROVIDE POl)LOS & BENNETT WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOIO DELAYS IN iSSUANCE OF CERTIFICATES OF OCCUPANCY/COMPLETION.

AS  BUILT NOTES:

THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLI FOR RECORDING, INFORMATION ON THE APPROVE:□ PLANS
CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH MUNICIPALl1Y REQUIREMENTS AND THE FOLLOWING REQUIREMENTS,
THE VERTICAL AND HORIZONTAL DATUMS USED SHALL BE AS STATED ON THE DRAWINGS.
1,2. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
1,3, DRAWINGS SHALL SHOW ACTUAL LOCATION OF All UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, POTABLE WATER AN□ WASTEWATER PIPING, AND RELATED APPURTENANCES. All CHANGES TO
PIPING LOCATION INCLUDING HORIZONTAL ANO VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY ·SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC.
DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER MAIN AND STORM DRAINAGE/SANITARY SEWER/RECLAIMED WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA AND UTILrTY PROVIDER REQUIRD ENTS.
DRAWINGS SHALL CLEARLY SHOW All FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
DRAWINGS SHALL CLEARLY SHOW All DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. All EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.
LOCA110N OF ALL INLITS, MANHOLES, HYDRANTS, VALVES, AND VALVE BOXES SHALL BE SHOWN. All VALVES SHALL BE REFERENCED FROM AT LEAST 1WO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES OR OTHER UTILITY PROVIDER ACCEPTABLE REFERENCE..
DIMENSIONS BETWEEN ALL INLETS ANO MANHOLES SHALL BE FIELD VERIFIED, AND THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN.
CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR POND GRADING. AS-BUILT POND CONTOURS SHAli BE PROVIDED AT TOP OF BANK, POND BOTTOM. AND All GRADE BREAKS AND ELEVATIONS SPECIFIED ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR RE GRADING PONO SLOPES THAT ARE. STEEPER THAN REQUIRED PER PLAN (HORIZONTAL:VERTICAL) TO A DEPTH OF 2 FT MINIMUM BELOW THE SLWT,
1.1D. WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM. GRAVITY SEWER, FORCE.MAIN ANO RECLAIMED WATER). THE CERTIFIED .AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE
CONSTRUCTED ELEVATIONS, ALONG WITH PHOTOGRAPHS OF EA.CH CROSSING, IN SUCH A WA.Y THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION Will RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING Tl-jE UTILITIES AT THE CONTRACTOR'S SOLE EXPENSE.
WHERE TI-IE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE.MAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT THE CONTRACTOR'S SOLE EXPENSE.
WHERE UPGRADED PIPE MATERiALS ARE SHOWN IN THE PLANS OR AS DIRECTED IN THE FIELD BY THE ENGINEER OR MUNICIPALITY, THE LENGTH, LOCATIONS, FITTINGS, ETC. FOR UPGRADED PIPE SHALL BE SHOWN ON THE AS-BUILT DRAWINGS, RECORD DRAWINGS OR PHOTOS.

1, 13. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR All PARK AND OPEN SPACE TRACTS GRADING.

PAVING  DRAINAGE  ANO  GRADING  NOTES:

ALL UPLAND DEVELOPMENT ONSITE AREA, EXCLUDING LANDSCAPE AREAS, SHALL. AT A MINIMUM, BE cm PACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180 TEST ME(HOD. THIS REQUIREMENT APP.LIES TO All WORK PREPARED BY THE GENERAL CONTRACTOR AND SUB-CONTRACTORS PERFORMING WORK ONSITE. ENGINEER RESERVES RIGHT TO WITHHOLD PAYMENT FOR ANY A.REA THAT DOES NOT MEET DENSITY AS SPECIFIED.
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE AND ROPE OFF CONSERVATION AREA LINES. OWNER RESERVES THE RIGHT TO CHECK THE STAKING AND ROPING AND REQUIRE IT TQ BE RELOCATED IF NECESSARY. IT SHALL REMAIN IN PLACE UNTIL ADJACENT CONSTRUCTION IS COMPLITE.
ALL SIGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHAli BE IN ACCORDANCE WITH FOOT "STANDARD PLANS" AND FHWA "MANUAL OF UNIFORM TRAFF1C CONTROL DEVICES"; LATEST EDITIONS.
REGULATORY SIGNS (STOP, ETC.) SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING ANO DRAINAGE IMPROVEMENTS, UNLESS SIGNAGE IS PROVIDED BY THE MUNICIPALITY
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND/OR MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS.
9, CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITI--IIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO OWNER'S LANDSCAPE ARCHITECT.
All PAVEMENT RETURN RADII SHALL BE 25' AND MEASURED FROM THE INTERFACE TO THE CONCRffi CURB AND P,o\VEMENT SURFACE UNLESS OTHERWISE NOTED.
SITE GRADING; PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (ANO TO ORANGE COUNTY STANDARD SPECIFICATIONS),
STORM DRAINS SHALL BE REINFORCED CONCRETE PIPE, PER ASTM C- 76 CLASS Ill, UNLESS OTHERWISE SPECIFIED. LIFTING HOLES ARE PROHIBITED.
1.3. UNDERDRAIN SHALL BE HEAVY-DUTY CORRUGATED POLYETHl£NE PIPE WITH FACTORY-INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DRAINAGE 'SYSTEMS (ADS), OR APPROVED EQUAL
14, UNDERDRAIN DISCHARGE PIPE SHALL BE PVC PER ASTM DJ0.34 SOR 35 WITH ELASTOMERIC JOINTS, NON-PERFORATED.
YARD DRAINS SHAli BE NYOPLAST INLJNE DRAINS AND DRAIN Bt,SINS AS APPLICABLE WITH CAST IRON GRATES AND WATERTIGHT ADAPTER CONNECTIONS (OR APPROVED EQUAL).
YARD DRAIN PIPING: PVC CONFORMING TO ASTM 03034, SOR35 SHALL BE USED FOR All PIPE RUNS IN WHICH ANY PART LIES UNDER PAVED AREAS. SAID PVC OR HEAVY DUTY CORRUGATED POLYETHYLENE MAY BE USED FOR ALL OTHER RUNS. MATERIAL SELECTION SHALL BE CONSISTENT THROUGHOUT THE PROJECT.
DITCH BOTTOM AND CONTROL STRUCTIJRE INLET GRATES SHALL BE SECURED WITH CHAIN ANO EYEBOLT.
FlVE (5) FEIT OF SOD IS REQUIRED AROUND All DITCH BOTTOM INLETS. MANHOLES, HEADWALLS AND MITERED END SECTIONS.
THE UMITS OF THE POND TRACTS SHALL BE SODDED FROM TRACT LIMITS TO 2' BELOW NCL IN THE CASE OF DRY BOTTOM PONDS, THE BOTTOM WILL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED.
BLUE REFLECTIVE PAVEMENT MARKERS FOR ALL FIRE HYDRANTS SHALL BE PLACED IN THE CENIT.R OF THE NEAREST TRAVELED LANE TO MARK THEIR LOCATIONS.
TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM 4 INCHES ABOVE FINISH GRADE.
MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE 0..30% UNLESS SPECIFIED OTHERWISE.
POTABLE  WATER  NOTES:

ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AND IN ACCORDANCE WITH LOCAL GOVERNMENT STANDARDS.
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAll)IS.
DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER.
All GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER. WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED.
All PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT Will BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL.
All PIPE AND PIPE FlTTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(21)(8)3, F.A.C·. USING BLUE AS A PREDOMINANT COLOR. All DUCTILf IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH ANO SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30
MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24" DR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE /:.S WELL AS ALONG THE TOP OF THE PIPE.
All NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. All LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTI-i OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE.
HYDROSTATIC TESTING AND THE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AW'NA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND C-605 FOR PVC PIPE. DISINFECTING AND BACTERIOLOGICAL EVALUATION TO BE DONE IN ACCORDANCE WITH Aw-NA C-651 AND RULE 62-555.340 F.A.C.
MARK SERVICES WITH 6' HIGH PIECE OF 2'' X 4" PLANK PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED ANO A 'W' IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS CONSISTENT WITH A WATER SERVICE; THEREFORE IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A WATER SERVICE TO EACH LOT.
PIPE MATERIALS:
PVC - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC' SHALL BE MANUFACTURED IN ACCORDANCE WITH Aw-NA STANDARD C900, THE PVC .SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P.S.I. AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PIPE SHALL BE THE SAME 0.0. AS DUCTILE IRON PIPL
PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM D.3139.
DUCTILE IRON - SHALL CONFORM TO ANSI/AWWA C150/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - SHAli BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111.
SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C800 STANDARDS FOR POLYETHYLENE TUBING, CLASS 160,
11, WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF LOCAL GOVERNMENT . All VALVES SHALL BE OPERATED BY LOCAL IX)VERNMENT PERSONNEL ONLY. WATERMAINS ARE TO BE DISINFECTED PER ANSI/AWWA C651-92 AND LOCAL GOVERNMENT STANDARDS
VERTICAL SEPARATION BETWEEN UNDERGROUND POTABLE WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES:
- NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT
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Consultant:

"

SUBMLSSIONS/REVISIONS VERTICALDATIJJ,I	NAVD88
JOB NO.:	18-007
DESIGNED BY:	CB
D
All CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST STANDARDS OF All APPLICABLE AGENCIES.ALL EXISTING
UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT Ali POINTS OF CONNECTION AND AT All
ENGINEER WILL CONFIRM COMPLIANCE WITH AGENCY REQUIREMENTS ANO NOTIFY CONTRACTOR IF REMEDIAL ACTION IS NECESSARY.
2.3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE. DOCUMENTATION, FOR ADS STORM PIPE, FROM THE PIPE MANUFACTURER CONFIRMING THAT sumcIENT COVER HAS BEEN PROVIDED TO PREVENT FLOTATION. IN THE EVENT THAT
LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE
OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
D
DRAWN BY
CB/CSL/JSK/TF
AREAS OF CONFLICT WITH CCU INFRASTRUCTURE.
ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHITHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFlCATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND OWNER.
t,S PART OF THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE All FENCING AND/OR EXISTING FACILITIES FROM THE SITE- CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE V!SIT TO UNDERSTAND THE EXISTING CONDITIONS QF THE SITE. If REMOVAL OF EXISTING FACIUTIED IS NOT INCLUDED IN THE BASE BID, THEN IT 'SHALL BE SPECIFICALLY IDENTIFIED,

CONTRACTOR SHALL PROTECT WETLANDS AND All ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES.

MAINTAIN MINIMUM 3' COVER OVER PROPOSED GRAVITY SANITARY, FORCE MAIN, WATER AND REUSE LINES, UNLESS OTHERWISE NOTED.

11, CONCRffi SIDEWALKS (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SIDEWALKS, ADJACENT TO PONDS, PARKS, ANO OPEN SPACE, AS SHOWN ON PLANS, ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE- All POND ACCESS TRACT SIDEWALK SHALL BE 6 MINIMUM.

DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE Flf<E DEPARH,ffNT.

1J. All RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN OWNER'S SHALL BE REPORTED TO ENGINEER/OWf'JER/OWNERS REPRESENTATIVE PRIOR TO lf.jPL£MENTATION. COMPENSATION Will NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNER.

14, CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHITHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE CONTRACT DOCUMENTS ANO LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITIGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED.

15, All WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTl:IORIZED PERSONNEL OF TI--JE CITY. COUNTY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES.

16_ CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERlS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES.

NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS OR AS APPROVED BY ENGINEER/OWNER IN WRITING.

ALL FOOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF All APPLICABLE INDEX DRAWINGS AND CONSTRUCTING ALL WORKS IN CONFORMANCE WITH THE FOOT ROADWAY AND TRAFFIC STANDARD PLANS, LATEST EDITION.

CONTRACTOR SHALL STAKE All IMPROVEMENTS USING THE (PLAT(S) (ROAD CENTERLINE GEOMETRY AND BUILDING COORDINATES PROVIDED IN THESE PLANS). CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN WITH THOSE IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING All EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S SOLE EXPENSE'

IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF All EXISTING UTILITIES CRmCAL TO COMPLETING THE PROJECT (INCLUDING WATER, REUSE, SEWER, POWER, TELEPHONE, GAS, AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS. All SUCH CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY.

CONTRACTOR SHALL INSTRUCT THE GEOTECHNICAL TESTING LABORATORY PROVIDING CONSTRUCTION TESTING TO PROVIDE POULOS & BENNffi WITH COPIES OF All SITE-WORK TEST REPORTS AS THEY ARE GENERATED.
CONTRACTOR SHALL MAINTAIN THE RESPONSIBILITY OF CONSTRUCTING THE PROJECT IN STRICT ACCORDANCE WITH THE
CONTRACTOR TO PLACE GRADE STAKES AT CENTER OF FRONT AND REAR LIMITS OF EACH BUILDING PAD FOR OWNER/ENGINEER INSPECTION AND APPROVAL.
COMPLETE CERTIFlED AS-BULT DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO BACTERIOLOGICAL TESTING. FAILURE TO PROVIDE. ACCURATE DRAWINGS MAY RESULT IN EXPIRED TEST RESULTS AND REQUIRE ADDITIONAL TESTING AT THE CONTRACTOR'S SOL£ EXPENSE.
4, IN ORANGE COUNTY THE CONTRACTOR SHALL SUBMIT TWO (2) CERTIFIED COPIES AND EXCEL FILES OF THE COMPLETED UTILITY ASSET TABLES USING THE OCU STANDARD ASSET TA8L£S TEMPLATE AVAILABLE ON THEIR WEBSITE. COMPLETE ASSET TABLE REQUIRED PRIOR TO ANY CERTIFlCATION OF RESPECTIVE SYSTEM. COORDINATE DATA SHALL BE PROVIDED IN STATE PLANE COORDINATES.
6, AS-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH POULOS & BENNETT CAD STANDARDS.
POTABLE WATER CROSSINGS - POULOS & BENNETT REQUIRES THAT AT LEAST 'TEN PERCENT (10%) OF THE POTABLE WATER CROSSINGS AND INSTALLATIONS BE FIE.LO VERIFIED BY POULOS & BENNETT STAFF. THE. 10% TO BE FIELD VERIFIED WILL BE IDENTIFIED BY POULOS & BENNETT PRIOR TO CONSTRUCTION AND PROVIDED TO THE SITE CONTRACTOR
IN ORANGE COUNTY COMPLETE AS-BUILTS AND ASSET TABLES, MEETING CCU MANUAL OF STANDARD /\NO CONSTRUCTION SPECIFICATIONS (DATED APRIL 2011), SHALL BE PROVIDED TO POULOS & BENNETT FOR REVIEW AND APPROVAL. PAY APPLICATIONS REQUESTING PAYMENT BEYOND 80% OF CONTRACT AMOUNT, PER SYSTEM, MAY BE HELD AT THE DISCRETION OF THE OWNER UNTIL THE AS-BUILTS AND ASSET TABLES ARE DEEMED COMPLETE BY POULOS & BENNETT.

EROSION  CONTROL  NOTES:

DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SURFACE WATERS, SUCH MEASURES MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES. SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS.
2, SODDING OF DffiNTION PONDS SHALL BE ACCOMPLISHED WITHIN .SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL.
J. AT A MINIMUM, THE RETENTION/DETENTION STORAGE AREA MUST BE EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOSE FACILITIES TO PREVENT REDUCTION IN STORAGE VOLUME AND PERCOLATION RATES. All A.CCUMULATED SEDIMENT MUST BE REMOVED FROM THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION.
IF DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIQNAL METHODS OF PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH EPA, W.M.D, AND CITY/COUNTY EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR All EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED WITI--1 COMPLIANCE ISSUES AND ENFOl;<CEMENT ACTIONS.
IN ORANGE COUNTY THE CONTRACTOR Will BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 2 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING. AT A MINIMU , THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR SYNTHETIC BALES AND TURBIDITY BARRIERS, IN ACCORDANCE WITH NPDES REQUIREMENTS.
2' STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB.
ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHIN 7 DAYS OF flNAL GRADING. ALL TrnPORARY EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND ESTABLISHED.
All EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES REQUIREMENTS.
CONTRACTOR SHALL REMAIN RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POLLUTION PROTECTION MEASURES UNITL CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT PLANS AND CERTIFIED AS SUCH B.Y POULOS & BENNETT, WHETHER OR NOT CONTRACTOR HAS SUBMITTED A NOTICE OF TERMINATION (NOT) TO FDEP.

SURVEY  AND  CONTROL  NOTES:

BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF THE .SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME OF CONSTRUCTION,
ADEQUATE COVER IS NOT PROVIDED, IT IS THE CONTRACTOffS RESPONSIBILif!' TO OBTAIN DESIGN AND CONSTRUCTION
SPECIFICATIONS FROM THE MANUFACTURER, FOR THE ADS PIPE ANCHORING SYSTEM. IF ADS STORM PlPE IS USED THEN MITERED END SECTIONS (MES) MAY BE SUBSTITUTED FOR fLA.RED END SECTIONS (FES) AT PIPE RUN TERMINATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFlC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY AN FOOT CERTIFIED DESIGNER AND SUBMIT THE PLAN FOR APPROVAL
GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF POULOS & BENNETT. POULOS & BENNETT HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORT(S) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. POULOS & BENNETT ASSUMES NO
RESPONSIBILITY FOR THE CORRECTNESS, COMPLffiNESS OR ACCURACY OF GEOTECHNICAL INFORMATION, GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES
REPORT NO(S).: 1.326873 DATE (S): MAY 19,2016
CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITr\lELY. INTERSECTIONS SHALL BE
TRA_NSITIONED TO PROVIDE A SMOOTH DRIVING SURFACE WHILE' MAINTAINING POSITIVE DRAINAGE. SHALL AREAS OF POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS DR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION MAY° BE MADE.
FINISHED FLOOR ELEVATION IS TYPICALLY 8" INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES ANO WHERE OTHERWISE SHOWN,
100-YEAR FLOOD ELEVATIONS SHOWN HEREIN ARE DERIVED FROM (FE.MA/FLOOD INSURANCE RATE MAP OF
12095C0415F, COMMUNITY PANEL #415, DATED 9/25/09)
All DISTURBED FOOT AND COUNTY RIGHTS OF WAY SHALL BE RESTORED. SOD SHALL BE PLACED FROM EDGE OF PAVEMENT TO THE TOE OF BANK AND All AREAS SHALL MATCH OR EXCEED PRE.CONSTRUCTION CONDITIONS.
FINISHED FLOOR ELEVATIONS ARE MINIMUM ELEVATIONS REQUIRED TO SA11SFY DRAINAGE AND/OR 100-YEARFLOODPLAIN REQUIREMENTS. PAD ELEVATIONS, IMMEDIATELY OUTSIDE OF BUILDING WALLS SHALL BE NO MORE THAN 8 INCHES BELOW THE FINISHED FLOOR ELEVATIONS SHOWN UNLESS STEM WALLS OR TURN DOWN SLABS PROVIDE FOR ADDITIONAL ELEVATION TRANSITIONS.
All OFF-SIT£ DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION, OR BETTER.
OVER-EXCAVATION OF RETENTION BASINS SHALL NOT BE ALLOWED UNLESS SPECIFICALLY AUTHORIZED BY ENGINEER/OWNER. SKAU UNAUTHORIZED OVER-EXCAVATION OCCUR, IT SHALL BE BACKFILLED, REGRADED, RE.SODDED AND/OR RESEEDED AS REQUIRED BY OWNER AT CONTRACTOR'S EXPENSE TO OWNER'S SPECIFICATIONS.
.33. CONTRACTOR SHALL REMOVE All MUCK DEPOSITS IN CONSTRUCTION AREAS ANO AREAS TO BE FILLED. SEE GEOTECHNICAL REPORT.
.34. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION FOR PAYMENT FOR ANY ROAOWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA-REGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS.
35. ROAD GRADING AND CONSTRUCTION SHALL INCLUDE BRINGING ANY UTILrTY EASEMENTS, AS SHOWN OR NOTED ON THE PLAT OR CONSTRUCTION DRAWINGS, ADJACENT TO THE RIGHT-OF-WAY LINE TO WITHIN 6 INCHES OF FINAL DESIGN GRADE. LOT GRADING REQUIREMENT MAY BE MORE STRINGENT.
.36. INLETS WHICH ARE GRAPHICALLY SHOWN ON LOT LINES AND NOT OTHERWISE LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE INLET TOP IS ALIGNED WITH THE LOT UNE.
37. DRAINAGE MANHOLES AND INLETS (NOT INCLUDING CONTROL STRUCTURES) IN THE PLANS ARE IDENTIFIED BY TOP TYPE ONLY. CONTRACTOR SHALL PROVIDE STANDARD OITCt, BOTTOM INLET, J OR P STRUCTURE BOTTOMS, SIZED AS REQUIRED TO ACCOMMODATE PIPE SIZES AND ORIENTATIONS SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED WHICH CLEARLY REPRESENT SUCH DATA.
.JS. NEW PIPES SHALL BE CONNECTED TO EXISTING PIPES AT AN EXISTING FACTORY MADE JOINT. REMOVE PARTIAL PIPES IF AND AS NEEDED.
.39. CONTRACTOR SHALL STABILIZE ANO PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION, ETC. STRUCTURES THROUGHOljT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER.
CONTRACTOR/BIDDER SHALL OBSERVE OFFSITE ROADWAYS FOR FRICTION COURSE REMOVAL AND RESTORATION REQUIREMENTS AND FOR LEVELING COURSE REQUIREMENTS WHICH SHALL BE INCLUDED IN THE BID AND IN THE WORK.
THIS PROJECT WAS DESIGNED TO BE IN COMPLIANCE WITH [AORANGE COUNTY STANDARDS/ORDINANCE. THE DEGREE OF FLOOD PROTECTION AND SURFACE AND GROUNDWATER PROTECTION REQUIRED BY THIS STANDARD/ORDINANCE IS
- NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (8) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE- ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE ARRANGED SO THAT All WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM All JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM Ali JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C.
HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT ANO DISPOSAL SYSTEMS:
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE Of AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIM.ED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C.

NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISfANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN ANO THE OUTSIDE OF ANY	EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.

NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROV!DE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN', OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.

NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND All PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.D02, F.A.C.

A MINIMUM OF 3 FEIT OF COVER SHALL BE MAINTAINED OVER WATERMAINS, UNLESS OTHERWISE NOTED.
ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE 8.0% LEAD, ANO ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD.
NEW DR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PROVIDED WITH A FIRE OR FLUSHING HYDRANT OR BLOW-OFF FOR FLUSHING PURPOSES.
NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6" AND SHALL INCLUDE AN AUXILIARY VALVE.
IF AGGRESSIVE SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATER LS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROV1SION OF CATHODIC PROTECTION .
20, A CONTINUOUS AND UNIFORM BEDDING Will BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL Will BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER TH\S PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT ANO PROTECT TI-,E PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED
INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF A LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PiPE INSTALLED UNDER THIS PROJECT.
CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE FDEP HAS CLEARED THE SYSTEM FOR USE ANO THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER.
CONTRACTOR SHALL COORDINATE ALL UTILITIES SYSTEMS TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE PROVIDING MINIMUM NOTICE OF FIVE (5) WORKING DAYS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RffiSTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE.
NGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY PORTION OF THE UTILITIES PIPE WORK WHICH HAS NOT BEEN TESTED (OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS.
CHECKED BY:	CB/CMB
APPROVED BY:	CMB
SCALE IN FEET:	N.T.S.
Prnject N:une:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE1

_Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

Sheet No.:

ll	C0.01A

PROJECT PLANS, SPECIFICATIONS AND REQUIREMENTS. RECEIPT OF COPIES OF GEOTECHNICAL REPORTS BY POULOS &
BENNffi IN NO WAY OBLIGATES POULOS & BENNETT TO ANY REVIEW, COMMENTS OR ACTIONS REGARDING THE WORK.
PAVING,  DRAINAGE  ANO  GRAPING  NOTES:
CONSIDERED REASONABLE FOR REGULATORY PURPOSES AND IS BASED ON SCIENTIFlC AND ENGINEERING CONSIDERATIONS. LARGER FLOODS CAN AND Will OCCUR ON RARE OCCASIONS. FLOOD HEIGHTS MAY BE INCREASED
24, CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS.	r'<\----------------
23- DE.WATERING IS NOT ANTICIPATED FOR THIS PROJECT. HOWEVER, IF DE.WATERING IS REQUIRED. THEN DISCHARGE OF
THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION.
BY MANMADE OR NATURAL CAUSES. THIS STANDARD/ORDINANCE DOES NOT IMPLY THAT LAND OUTSIDE AREAS OF
25. CONCRETE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF WATER AND SEWER SERVIC \ ...	
GROUNDWATER FROM □EWAITRING OPERATIONS REQUIRES APPROVAL FROM ORANGE COUNTY, FDEP AND THE APPLICABLE WATER MANAGEMENT DISTRICT. TME CONTRACTOR(S) SHALL BE RESPONSIBLE FOR OBTAINING ALL DE.WATERING PERMITS. IT IS THE RESP.ONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT All REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

WORK SHALL BE. DONE IN COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT THROUGH THE U.S. DEPARTMENT OF LABOR ANO THE FLORIDA TRENCH SAFETY ACT.
DROP CURBS AND HANDICAP RAMPS AT All INTERSECTIONS OF SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET STATE OF FLORIDA ACCESSIBILITY CODE ANO FEDERAL A.DA REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING FDEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE .ACTIVITY IN ACCORDANCE OF FLORIDA ADMINISTRATIVE CODE 62-621.JOO (2), 62-620, AND FLORIDA STATUTES CHAPTER 40.3,
J. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER PROVIDING PROJECT TESTING SHALL MONITOR CONSTRUCTION CONDITIONS AND PROVIDE RECOMMENDATIONS FOR ADDITIONAL ROADWAY UNDERDRAINS AS NEEDED. ENGINEER SHALL BE NOTIFIED OF ANY SUCH RECOMMENDATIONS.
SPECIAL FLOOD HAZARD AREAS OR USES PERMITTED WITHIN SUCH AREAS WILL BE FREE FROM FLOODING OR DAMAGES. THIS STANDARD/ORDINANCE SHALL NOT CREATE UABILITY ON THE PART OF POULOS & BENNffi LLC OR BY ANY OTHER OFFlCER OR EMPLOYEE THERE FOR ANY FLOOD DAMAGES OR ADVERSE EFFECTS OF CHANGES- IN QUANTITY OR QUAUTY OF SURFACE OR GROUNDWATER THAT RESULT FROM RELIANCE ON THIS STANDARD/ORDINANCE OR ANY ADMINISTRA17VE DECISION MADE THERE UNDER.
THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTL.IRE AND PRIOR TO CERTIFlCATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET ORANGE COUNTY AND ADA SPECIFICATIONS.
LINES/LATERALS. MARKING SHALL CONFORM WITH LOCAL STANDARDS. WHERE NO STANDARDS EXIST, USE " _59R\J)	•	_
RECLAIMED WATER, "W" FOR WATER, AND "S" FOR SANITARY.	\;)V  &,'>/I	• e	e	:
26. FIRE HYDRANTS WHICH ARE GRAPHICALLY SHOWN ON OR NEAR LOT LINES AND NOT OTHERW1 '> E□r.,,
STATIONING OR DIMENSIONING SHALL BE CENTERED ON THE LOT LINE.	\) ; \\"'
'ti\>1'-	Poulos & Bennett, LLC
2602 E. Lvingston St., Oclando, PL 32803
T r.L 407.487.2594  www.poulosandbennett.com
Eng. Bus. No. 28567
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SANITARY  SEWER  NOTES:

IN ORANGE COUNTY ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ORANGE COUNTY MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER AND WATERMAIN CONSTRUCTION.
ALL MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 48 INCHES AND A MINIMUM ACCESS DIAMETER OF 22 INCHES.
PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE.
ALL SANITARY SERV1CE LATERALS SHALL BE 6 INCH DIAMETER PVC. LATERALS SHALL END WITH A CLEAN OUT AT RIGHT-OF-WAY LINE.
INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT.
PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS-BUILT SANITARYSEWER PIPE SLOPES. MINIMUM "5 SHALL BE IN ACCORDANCE WITH FDEP MINIMUM CRITERiA BUILT FOR 8" PVC SEWER LINE SLOPE WILL BE 0.28%, FOR 12• PVC WILL BE 0.11% AND FOR 15" PVC WILL BE 0.12%. ANY LINE NOT MEETING MINIMUM SLOPE WILL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIQNAL COST.
MARK LATERALS WITH 5' HIGH PIECE OF r X 4" PLANK PAINTED ORANGE w/ LOT NUMBER CLEARLY MARKED AND
A 'S' IMPRESSED IN THE CURB.
LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT:
THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMTETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM.

EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET.

AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FQR OTHER MATERIALS
APPROPRIATE TEST PROCEDURES, AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244.	•

MANHOLE LIFT HOLES AND GRADE ADJUSTMENT RINGS BE SEALED WITH NON-SHRINKING MORTAR OR OTHER APPROPRIATE MATERlAL.
INLET AND OUTLET PIPES BE JOINED TO THE MANHOLE WITH A CASKETED FLEXIBLE WATER-TIGHT CONNECTION OR ANOTHER WATER-TIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL.
11, WATER-TIGHT MANHOLE COVERS BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER.
MINIMUM SEPARATION BETWEEN POTABLE WATER LINES AND SANITARY HAZARDS (SANITARY SEWER, FORCE MAJN, STORM SEWER, REUSE WATER) SHALL BE MAINTAINED. A HORIZONTAL CLEARANCE Of TEN (10) FEET IN PARALLEL INSTALLATION AND 12 INCHES. VERTICALLY AT CROSSINGS. SHALL A VERTICAL SEPARATlON OF LESS THAN THAT
STIPULATED BE REQUIRED, THE WATER LINE SHALL BE CONSTRUCTED OF 20 FEET OF PRESSURE TIGHT JOINT
DUCTILE IRON PIPE. IF THE REQUIRED 1D FT. HQRIZONTAL CLEARANCE CANNOT BE MAINTAINED. Tl--!E SEWER MAIN SHALL BE PLACED IN A D.I.P. SLEEVE OR ENCASED IN CONCRETE IN ACCORDANCE WITH FDEP SPECIFICATIONS.
PVC GRAVITY SEWER PIPE SHALL MEET ASTM D3034, SDR35,
ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN.
FIBERGLASS LINE ALL MANHOLES WHICH RECEIVE DISCHARGE FROM A FORCEMAIN,
CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICES AT EACH LOT. SERVlCES SHALL HAVE 3' MIN. ANO 4' MAX. COVER AT LOT CLEAN OUT.

RECLA1MEO WATER NOTES:
PROVIDE 6" MINIMUM SEPARATION BElWEEN RECLAIMED WATER AND STORM PIPES AND A MINIMUM OF 3' OF COVER OVER THE RECLAIMED WATER MAIN. (COVER LESS THAN 3' IS ONLY ALLOWED AT SPECIFIC CROSSINGS APPROVED BY O.C.U.) PROVIDE MECHANICAL JOINTS AND FITTINGS t,5· NECESSARY FOR THE VERTICAL TRANSITIONS.
EXCEPT FOR PVC PIPE, MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS ANO LAYING RADIUS FOR THE VARIOUS PIPE LENGTI--lS SHALL NOT EXCEED 75% OF THE PIPE MANUFACTURER'S RECOMMENDATION.. A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE MAINTAINED, WHERE 18" CLEARANCE IS NOT POSSIBLE, WATER AND RECLAIMED WATER WILL BE UPGRADED TO D.I.P.
MARK LATERALS WITH 6' HIGH PIECE OF 2" X 4" PlANK PAINTED PURPLE, AND AN R IMPRESSED IN THE CURB.
CASINGS WILL BE PROVIDED FOR SERVICES LOCATED UNDER LANDSCAPE MEDIANS.
ALL PVC RECLAJMED WATER PIPE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAi.. OF THE NATIONAL SANITATION FOUNDATION (NSF) ANO BE PURPLE IN COLOR,,
ALL DUCTILE IRON RECLAIMED WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE PURPLE IN COLOR. BACKFILL ·SHALL NOT BE PLACED FQR 3D MINUTES FOLLOWING PAINT APPLICATION.
ALL NON-METALLIC RECLAIMED WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC RECLAJMED WATER MAINS SHALL BE SOUO, PANTONE PURPLE COLOR.
HYDROSTATIC TESTING OF THE RECLAIMED WATER DISTRIBUTION SYSTEM SHALL BE. DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WrTH AWWA C-600 FOR, DUCTILE IRON PIPE ANO M23 FOR PVC PIPE.
ALL RECLAIMED WATER HOSE BIBBS, HAND-OPERATED CONNECTIONS ANO OUTLETS SHALL BE CONTAINED IN UNDERGROUND SERVICE VAULTS AND SHALL BE APPROPRIATELY TAGGED OR LABEL£D TO WARN THE PUBLIC AND EMPLOYEES THAT THE WATER IS NOT INTENDED FOR DRINKING, ALL PIPING, PIPELINES. VALVES AND OUTLETS SHALL BE COLOR CODED PANTONE 522C PURPLE AND MARKED PER LOCAL ANO STATE CODES TO DIFFERENTIATE RECLAIMED WATER FROM POTABLE OR OTHER.
VAULTS FOR RECLAIMED WATER HOSE BIBBS AND OUTlETS SHALL BE LOCKED OR REQUIRE A SPECIAL TOOL FOR OPERATION OF HOSE BIBBS AND OUTLETS.
LOW TRAJECTORY NOZZLES ARE REQUIRED WITHIN 100 FEET OF ANY OUIDOOR PUBLIC EATING, DRINKING OR BATHING FACILITIES.
A RESIDENTIAL DUAL CHECK VALVE OR OTHER BACKFLOW PREVENTION DEVICE AS SPECIFIED BY THE SEWER/RECLAIMED WATER UTILITY COMPANY IS REQUIRED ON ALL POTABLE WATER LINES AT EACH RESIDENTIAL SITE WHICH IS SERV1CED WITH RECLAIMED WATER.
SIGNS SHALL BE POSTED IN THE VICINITY OF PUBLIC RECLAIMED WATER RECLAIMED WATER IRRIGATION SYSTEMS, ADVISING THE PUBLIC THAT RECLAIMED WATER IS PRACTICED.
BOX COVERS FOR RECLAIMED WATER SYSTEM ELEMENTS (VALVES, MITTR, BFP's, ETC.) SHALL. TO THE EXTENT REASONABLE, NOT BE INTERCHANGEABLE WITH BOX COVERS FOR WATER SYSTEM ELEMENTS.
RECLAIMED WATER SYSTEMS AND POTABLE WATER SYSTEMS SHALL NOT BE CROSS-CONNECTED. AN AIR GAP OF TWO PIPE DIAMETERS IS REQUIRED BETWEEN SUCH WATERS.
THE WETTED EDGE OF AREAS IRRIGATION WITH RECLAIMED WATER SHALL NOT BE CLOSER THAN 75 FEET TO ANY PUBLIC OR PRIVATE POTABLE WATER WELL.

SPECIAL  PURPOSE  NOTES:

1'. THE EXISTENCE AND LOCATlON OF ANY OVERHEAD OR UNDERGROUND UTILITY LINES, PIPES, OR STRUCTURES SHOWN ON THESE PlANS ARE OBTAINED BY A RESEARCH OF THE AVAJLABLE RECORDS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD UTILITIES' SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNECTION THEREWITH.
THE WELLS SHOWN HEREON ARE THE WELLS LOCATED TO DATE AND DO NOT NECESSARILY REPRESENT ALL WELLS ON THE PROPERTY, THE ENGINEER SHALL BE NOTIFIED OF ANY WELLS ENCOUNTERED DURING CONSTRUCTION. ALL WELLS NOT DESIGNATED TO REMAIN OR FUNCTION SHALL BE PROPERLY SEALED AND ABANDONDEO PER APPUCABLE AGENCY REQUIREMENTS,
VIBRATORY COMPACTION METHODS SHALL NOT BE Used WITHIN EXISTING GAS EASEMENTS.

APA  NOTES:

THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFlCATE OF COMPLETION, DROP CURBS, STRIPING ANO HANDICAP RAMPS AT All INTERSECTIONS OF SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET STATE OF FLORIDA ACCESSIBILITY CODE AND FEDERAL A.D.A. SPECIFICATIONS.
PROPOSED ANO EXISTING SIDEWALKS SHALL BE RAMPED FLUSH WITH PAVEMENT. RAMPS SHALL NOT EXCEED SLOPES OF 12 HORIZONTAL TO 1 VERTICAL. (NOTE: RAMP LENGTl1S REQUIRED MAY EXCEED 6 FT.)
WHERE SIDEWALK RAMPS CONNECT TO MIAMI CURB, THE SLOPE OF TI--lE MIAMI CURB SHALL BE NO STEEPER THAN
12:1 TO CONFORM WITH FLORIDA/FEDERAL REGULATORY REQUIREMENTS, TWO FT. LONG CURB TRANSITIONS SHALL BE USED AT EACH SIDE OF THE RAMP.
WHERE RAMPS ARE POURED ADJACENT TO EXISTlNG MIAMI CURB, THE CURB SHALL BE REMOVED, FOR A DISTANCE EXTENDING TWO FT. BEYOND EACH END OF THE WALK AND RECONSTRUCTED.
SIDEWALK RAMPS SHALL INCLUDE DETECTABLE WARNINGS THAT ARE TEXTURED IN CONFORMANCE WITH FOOT STANDARDS EXCEPT WHERE LOCAL CODES DICTATE OTHERWISE. CONTRACTOR SHALL COORDINATE WITH LOCAL AUTHORITY FOR PRE-POUR INSPECTION PRIOR TO ANY SlDEWALK AND/OR RAMP CONCRETE POURS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL RAMP TEXTURED SURFACES AND SIDEWALK LONGITUDINAL
AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA AND FAJR HOUSING ACT STANDARDS.
CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR PRE-POUR INSPECTION PRIOR TO ANY SIDEWALK AND/OR CURB RAMP CONCRETE POURS·.

FIRE PROTECTION NOTES:
FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES.
IN INSTANCES WHERE THERE ARE NO FIRE HYDRANTS IN CLOSE PROXIMITY TO PROVIDE FIRE PROTECTION, PER THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA-1, 16.4.3,1.3, UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED TO BE PROVIDED SHALL BE INSTALLED, COMPLETED ANO IN SERVICE PRIOR TO CONSTRUCTION WORK.
PER NFPA-i. 18.3.4.1, DURING CONSTRUCTION, CLEARANCES OF 7.5 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MU T BE PROVlDED AND MAINTAINED AT ALL TIMES.

HORIZONTAL  GEOMETRY  NOTES:
CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE ROAD CENTERLINE GEOMETRY AND BUILDING COORDINATES PROVIDED IN THESE PLANS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK AI..L IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING: BOTH HORIZONTAL AND VERTICAL PRIOR TO THE INSTALJ.ATION OF ANY IMPROVEMENT.
LOCATIONS OF SANITARY AND DRAINAGE STRUCTURES ARE GIVEN AT THE CENTER OF THE BOTTOM OF THE STRUCTURE.
All STORM PIPE LENGTHS ARE TO BE MEASURED TO CENTER OF DRAINAGE STRUCTURE OR TO Tl--!E END OF MITERED END SECTIONS.

SIGNING  AND  MARKING  NOTES:

ALL SIGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", LATEST EDITION,
ALL MARKINGS AND STRIPING ARE TO BE (THERMOPLASTIC/PAINT) AND SHALL BE APPLIED WITH MECHANICAL EQUIPMENT AND TEMPLATES AT THE LOCATIONS AND LENGTHS SHOWN ON THE PLANS (TWO COATS ALL LOCATION. COLOR SHALL BE WHITE, UNLESS OTHERWISE SPECIFIED, AND SHALL MEET ALL APPLICABLE REQUIREMENTS OF FOOT AND ORANGE COUNTY.
J. ALL HANDICAPPED PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGN.
BLUE REFLECTIVE PAVEMENT MARKERS SHAf.L BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVEL LANE TO MARK THEIR LOCATIONS.
REGULATORY SIGNS (STOP, ETC.) SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING IMPROVEMENTS.
CCU  GENERAL  NOTES:

THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS' AND RECLAIMED WATER MAINS. MAJN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR 1s· RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) ANO THE CCU INSPECTOR.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DMSION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DMSION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALUNG (407) 254-9798.

THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTIUTIES CONNECTING TO THE CCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILJTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL.

ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

THE CONTRACTOR, AT Tt,E CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAJR ALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQl,IIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED Wini THE R;EPAIR.

THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TQ BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS.

ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES, THE CONTRACTOR SHAU_ COORDINATE VALVE OPERATION WrTH THE CCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY CCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER .SERVICE.. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERV1CE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE.

11, THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS ANO CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

12'. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FOEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FOEP AND OCU.

	THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WrTH A BACKFL0\1/' PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE ANO FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER,

	FOR PVC PIPE THAT WILL BE OWNED AND MAINTAJNED BY CCU. NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WlTH SLEEVES AND FITTINGS.

	FOR NON-PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS CURVES, EITI--lER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFUCTIONS AT Tr1E JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE
MANUFACTURER'S RECOMMENDATION,	&

,,

Consultant:

	9 11/12/20	RESUBMJT TO ORANGE COUNTY		
\l		8 10/13/20	RESUBMJT TO ORANGE COUNTY	
7	6/09/20	RESUBMIT (REVISED LAYOlfl)		
6	9/26/19	REVISE FORCE.MAIN CONNECTION		
5	8/30/19	RESUBMIT TO ORANGE COUNTY		
4	8/8/19	RESUB1ITT TO ORANGE COUNTY		
	5/29/19	BID SET		
J	5/28/19	RESUBMJT TO ORANGE COUNTY		
2	4/1)/19	RESlJll1UT TO VWCD		
	2/21/19	RESUB1UT TO VWCD		
	12/20/18	SUBMJT TO ORANGE COUNTY		
NO,	DATE:	DESCRIPTIONS:		
SUB1llSSIONS/REVISIONS
VERTICAL DATUM,	NAVD88
JOB NO.,	18-007
DESlGNED BY,
1,
DRAWN BY:	CB/CSL/JSK/TF
CHECKED BY	CB/CMB
APPROVED BY,	CMB
SCALE 1N FEET,	N.T.S.
Project N me:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

Jurisdiction:·
ORANGE COUNTY, FL

Sheet Title:
CONSTRUCTION NOTES

Sheet No.:
/1	C0.01B
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Seal:	1,111111,,	N
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/	17. NO RECLAIMED WATER TRANSMISSION FACfUTY/MAIN SHALL BE WITHIN 75 FEET OF ANY PUBLIC WATER SUPPLY WELL.
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OEMOLITION  NOTES:

CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF-SITE. DISPOSAL SHALL CONFORM TO ALL
$ c.; I No. 67547 \ "3 :
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/	2. ANY MATERIALS CLAIMED AS SALVAGE BY OWNER EITHER IN THE FIELD OR IN THE DRAWINGS SHALL BE STOCKPILED FOR OWNER'S REMOVAL.
zw	3. CONTRACTOR SHALL BE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING
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ANY EXISTING FACILITY SO DESIGNATED OR DESIGNATED TO BE USED IN THE WORK.
CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS, AND UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWISE DIRECTED.
CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION, CAPPING-OFF AND REMOVAL OF AI..L UNDERGROUND ANO ABOVE-GROUND UTILITY SERV1CES EXISTING AT THE TIME OF BIDDING UNLESS DIRECTED TO BID OTHERWISE.
CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECIFIC MATERIAL FOUND.

Poulos & Bennett, LLC
2602 E. Li"-ingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbe.nnen.com
Eng. Bus. No. 28567
5	"

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CH=32 63
L= 32 63'
6=1'54'35•·

R=983 93'
CH DIR=N71'09'56"W CH=18026'
L=180 51'

30	0

60
I
SCALE IN FEET

120
I

9
Key Map:
I
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-	IJ.=10·30'41"
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LIFT STATION OCU LS NO. 3370
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Consultant:

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6 9/26/19
 8/JDe RfJ?W1 1\i'£1S1t"}'q_EIC™	j
(4o  1,1:15 4  .Jl115.lJ!lll!1lFi>lll	56
5/29/19 BIDSET

3 5/28/19 Rf.SUI!MJTTO ORANGE COUNlY
2 4/17/19  Rf.SUBMJTTOVWCD

2/21/19 Rf.SUBMJTTO VWCD

12/20/18 SUBMJTTOORANGECOUNlY

NO. DATE:  DESCRWI10NS:

SUBtilSSIONS/REVJSIONS VERTICALDATIJM:	NA\ID 88
JOB NO.:	18-007
	D&IIGNED BY:		CB
D
DRAWN BY:	CB/CSL/JSK/TF
	CHECKED BY:		CB/CMB
	APPROVED BY:		CMB
SCALE IN FEET:	111 = 60'

Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

('	C

SURVEYOR'S NOTES
BEARINGS SHOl'ot-l HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE 0.- WESTWOOD BOULEV/\RD AS BEING N00"29'18"E. ( AN ASSUMED BEARING FOR ANGULAR DESIGNATION ONLY)

THE LEGAL DESCRIPTION HEREON IS IN ACCORD 'MTH THE DESCRIPTION PROVIDED BY THE CLJENT.
Jurisdiction:
ORANGE COUNTY, FL

Sbeet Title:
EXISTING CONDITIONS & TOPOGRAPHY

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UNLESS OTHERWISE NOTED OR SHOWN HEREON, THERE ARE NO APPARENT AND/OR UNOBSTRUClEO, ABOVE GROUND
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PORTION OF PARCEL 10 NOT INCLUDED PARC COMICHE
ORANGEWOOD NEIGHBORHOOD 2
PLAT BOOK 17, PAGES 81 - 87

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GAS VALVE GUY ANCHOR
IRRIGATION VALVE
WOOD LIGHT POlE LANDSCAPE LIGHT MAILBOX
MITRED ENO SECTION UNKNOWN MANHOLE METAL LIGHT POL£ TO.£PHONE RISER RECLAIMED WAlE VALVE
"SA'"NITARY MANHOLE
UTILITY \/AULT
,cu.
WATER VAL\IE

L£G£ND:
ULM.E. G.C.&O.E. O.E.
U,E.
L.B.E.
G.C.E.
P.O.C,
P.O.B. REC.

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UTILIT'I' &: LAKE MAINTENANCE EASEMENT GOLF COURSE &: DRAINAGE EASEMENT DRAINAGE EASEMENT
PLAT7TD UTIUT'I' EASEMENT LANDSCAPE BUFFER EASEMENT GOLF COURSE ACCESS EASEMENT
POINT OF COMMENCEMENT
POINT OF BEGINNING RECOVERED MONUMENTATION
SET 1/2" IRON ROD ANO CAP LB'5723 FOUNO MONUMENT AS NOTED
CATCH BAS1N
BAGI< FLOW PREVENTER WATER METER CONCRETE LICHT POL£ UTILIT'I' POLE
ENCROACHMENTS.  THE DISPOSITION OF ANY POTENTIAL ENCROACHING IMPROVEMENTS SHOWN IS BEYOND PROFESSIONAL PUR"1EW ANO SUBJECT TO LEGAL INTERPRETATION.

SUBJECT PROPERTY SHOWN HEREON IS IN ZONE X. AREA OF MINIMAL FLOOD HAZARD AND ZO/IIE A, NO FLOOD ELEVATION DETERMINED, ACCORDING TO FLOOD INSURANCE RATE MAP PANEL NUMBER 12095C0415F, MAP RE"1SED
9/25/2009.
THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN AOOl170N, THE ABOVE STATEMENT DOCS NOT REPRESENT THIS SURVEYOR"S
OPINION Of THE PROBABILITY OF FLOODING.

LAST DATE IN FIELD: MAY 14, 2011!.

THERE ARE NO CAPS OR GORES BETWEEN THE PUBLIC-RIGHTS Of WAY, THE ACCESS EASEMENTS SER"1NG THE PROPERTY. ANO 11-,E PROPERTY.

THERE ARE NO PLATTED SETBACK OR BUILDING RESTRICTION LINES WHICH HAVE BEEN RECORDED IN SUBDMSION PLATS AND NO RECORD DOCUMENTS HAVE BEEN DELIVERED TO SURVE.YOR FOR SAID LINES EXCEPT THOSE SHOWN HEREON.

THERE IS NO OBSERVED E"10ENCE Of CEMETERIES AND BURIAL GROUNDS ON THE PROPERTY.

THERE IS NO OBSERVABLE E"1DENCE OF EARTH MOVING WORKS. BUILDING CONSTRUCTION, OR ADDITIONS WITHIN RECENT MONTI-IS.

THERE IS NO OBSERVED E"10ENCE OF CHANGES IN STREET RIGHT-OF-WAY LINES EITHER COMPLETED OR PROPOS(O AND RECENT STREET OR SIDEWALK CONSTRucnoN OR REPAIRS.
\
11-IERE IS NO OBSERVABLE E"1DENCE OF THE SITE BEING USED AS A SDUO WASTE DUMP. SUMP OR SANITARY LANOFlLL.

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YARD DRAIN OVERHEAO LITIUTY
DRAINAGE MANHOLE
CHANGE IN DIRECTION NO MONUMENT SETI ELECTRIC BOX
THE PROPERTY SURVEYED ANO SHOWN HEREON IS THE SAME PRoPERTY AS DESCRIBED IN TITLE COMMITME ,."h	."-. 20J7-J966477, DATED MARCH 19. 2018. PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, ANO THER •., DISCREPANCIES BETWEEN THE BOUNDARY LINES SHO\'jN ON THIS SURVEY ANO THE LEGAL DESCRIPTION CONTAINED. I "'!'HE ,

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7
FIRE HYDR.1,,NT
FlR_E DEPARTMENT CONNECTION

POlNT OF CURVAT1.JRE P()jNT OF' TANGENCY NON-TANGENT
POINT OF REVERSE CURVE CENlERLINE
CONCRETE
TITLE COMMITI,(ENT.	I,. J7	"
THERE IS NO OBSERVED EVIDENCE OF ANY OVERLAPS OR BOUNDARY LINE DISPUlES SHO\'jN ON THE # •
THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THIS SURVEY MAP FORM A MATI-IEMATICALLY GURF ... i +/-
·.
UNLESS OTHERWiSE NOTED OR SHO  HEREON, 11-IERE ARE NO APPARENT ANO/OR UN ffiUC.Tf;iTht BOVE GROUND
ENCROACHMENTS. THE DISPOSITION OF ANY POTENTIAL ENCROACHING IMPROVEMENTS SHO\'jN .1 -i,ll_ );ONO PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPRETATION.	'\"' •

ELEVATIONS SHO\'jN HEREON ARE BASED ON ORANGE COUNTY DA1UM, BENCHMARK NUMBER L136202J, ELEVATION BEING 81,629. (NORTH AMERICAN VERTICAL DATUM 1988)

B

Poulos & Bennett, LLC
2602 E. Livingston St., Otlando, FL 32803 Tel. 407.487.251)4 www.poulosandbenncrr.com
Eng. Bus. No. 28567

3	5	7	9

---------	INSTALL FLOATING TURBIDITY BARRIER ARoqND PROPOSED	30	0	60	120
SCALE IN FEET
\
\

•

C

Key Map:

Consultant:

9 11112/20 RESUBMIT TO ORANGE COUNTY
E	8 10/13/20 RESUBMIT TO ORANGE COUNTY
7 6/09/20 RESUB1IlT (REVISED LAYOUl)
6 9/26/19 REVISE FORCEMAIN CONNECTION
5 8/30/19  RESUBMIT TO ORANGE COUNTY
4 8/8/19  RESUBMIT TO ORANGE COUNTY
5/29/19 BlDSET
3 5/28/19  RESUBMIT TO ORANGE COUNTY
2 4/17/19 RESUBMIT TO VWCD
1/21/19  RESUBMIT TO VWCD
11/20/18 SUB1IlT TO ORANGE COUNTY
NO. DATE:  DESCRlPTJONS,
SL/BMISSlONS/REVISIONS
VERTICAL DATUM,	NAVD 88
JOB NO.,	18-007
DESIGNED BY,	CB

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SAW CUT AND REMOVE
140 LF OF CURB

SAW CUT AND REMOVE EXISTING CURB/MEDIAN
SEE DETAIL SHEU Cl.DO

TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL SHEET Cl.DI

EXISTING CONCRETE CURB AND SIDEWALK TO BE REMOVED.

EXISTING ASPHALT AND ASPHALT PAVEMENT TO BE REMOVED.
0	EXISTING DIRT ROAD TO BE REMOVED. EXISTING FENCE AND RETAINING WALL
TO BE REMOVED.
0	EXISTING EASEMENTS TO BE VACATED.
© EXISTING EASEMENTS TO REMAIN.
-0	0SILT FENCE
(SEE Cl.IQ FOR DETAIL)

TURBIDllY BARRIER
(SEE Cl.10 FOR DETAIL)
---	LIMITS OF DISTURBED AREA
EXISTING PAVEMENT AND BASE TO BE REMOVED.

EXISTING EASEMENTS TO BE VACATED.
D
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
SCALE IN PEET,	111 = 60'
Project: Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1

C

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
DEMOLITION AND EROSION CONTROL
  PLAN	
Sheet No.:
"	Cl.00

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1 1JRT10r OF P4RCEL 111 l•1CIT INCLUDEu PARL CuMICHE
ORANGEWOOD NEIGHBQRHOC1[
i:tL:.T BOO 11 PA ES. ,:1	8

10' UTILllY EASEMENT
P.B. 17, PG. 81-87
EXCEPTION #12 & #27

2	3	7

CALL BEFORE YOU EXCAVATE
"CALL SUNSHINE"	
1-800-432-4770	
TOLL FREE	
Fl  STATUE 553 351(1979) REQUIRES	
MIN. 2 DAYS ANO MAX. 5 DAYS	
NOTICE BEFORE YOU EXCAVATE	
Poulos & Bennett, LLC
2602 E_ Livingston St., Orlando, FL 32803 Tel. 407.487.2594 W'.Vw.poulosandbennerr.com
Eng. Bus, No. 28567

EROSION CONTROL NOTES	NPDES PERMIT NOTES

(,	7

Key Map:

I. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SURFACE WATERS, SUCH MEASURES SHALL BE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS.

CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION THE "NOTICE OF INTENT" AND "NOTICE OF TERMINATION" FOR "STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES," PER FLORIDA
ADMINISTRATIVE CODE 62-621.300(4) IN ACCORDANCE WITH FDEP REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE APPLICATION, AN APPROVED

Slotted PVC Connector Pipe (Metal Collar Reinforced)
Jl;"Vinyl Sheathed EAW Steel Cable (9B00 Lbs. Breaking Strength) With
Golvonlzed Connectors (Tool Free Disconnect)
Closed Cell Solid Plastic Foam Flotolioo (8" Dio. Ec;ulv,) (17 lbs. Per ft. Buoycmcy)

Closed Cell Solid Plastic Foom Per Ft. Buoyancy)
I
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3,
SODDING OF DETENTION PONDS AND OTHER AREAS DESIGNATED FOR SOD, SHOULD BE ACCOMPLISHED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL.
IF DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIONAL METHODS OF PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN
"STORMWATER POLLUTION PREVENTION PLAN" AND PERFORM/CERTIFY ALL INSPECTIONS AND RETAIN ALL. INSPECTION REPORTS AND DOCUMENTATION ON FILE AS REQUIRED FOR DEP REVIEW. ALL FEES SHALL BE PAID BY THE CONTRACTOR, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR FINES DEP MAY LEVY FOR FAILURE TO COMPLY WITH THE PERMITTING REQUIREMENTS.

C,a Oz. Nylon Reinforced PVC Fabric. (300 psi Test

TYPE II

Stress Plate

0
i\'Golvani?ed Chain
L.	i'Polypro Rope
(600 lb. Breokin1 Strength}
J'Gol\tOnized ChciA

TYPE I
ORDER TO COMPLY Wf!H S.F.W.M.D. AND ORANGE COUNTY EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED Wf!H COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.
THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN TO ORANGE COUNTY FOR REVIEW AND APPROVAL A MINIMUM OF 2 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING AT A MINIMUM. THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR STAKED SYNTHETIC BALES AND TURBIDITY BARRIERS, IN ACCORDANCE WITH THE CONSTRUCTION PLANS.
2' STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB.
AT A MINIMUM SILT BARRIERS SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION PLANS TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT TO CAUSE AN INCREASE IN TURBIDITY, OR DISCHARGE OF MATERIAL OFFSITE OR TO EXISTING WETLANDS. IF DURING CONSTRUCTION THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORY ALTERNATIVES AND ADDITIONAL MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH ORANGE COUNTY AND S.F.W.M.D. EROSION PROTECTION STANDARDS.
c 7. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION PROTECTION COSTS, INCLUDING ANY COST ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.
CONTRACTOR IS RESPONSIBLE FOR PREPARING AND ADHERING TO A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTORS MANUAL PUBLISHED BY FDEP.
CONTRACTOR SHALL STAKE IN ALL SOD FOR ALL SLOPES OR UNTL SUCH TIME THAT GROUND IS STABILIZED IN ORDER TO PREVENT EROSION,
I 0. WORK SHALL BE DONE IN ACCORDANCE WITH EPA, FDEP, SFWMD, AND ORANGE COUNTY BEST MANAGEMENT PRACTICES AND EROSION CONTROL SPECIFICATIONS.
11. CONTRACTOR SHALL SEED AND MULCH OR SOD ALL DISTURBED AREAS.

GENERAL NOTES
I. THE CONTRACTOR IS REQUIRED TO OBTAINED A DEMOLITION PERMIT FROM ORANGE COUNTY BUILDING DIVISION PRIOR TO THE REMOVAL OF THE BUILDING ON SITE.

U'tro Strength Flltor fabric J<leeded ll'ithou! Wlco Me•h Support

Wood or--­
Steel Post

10 ft Mox Spacing with Wire Support Fence, 6 ft Mo, S;>ocln9
D, =5' Sld. (S;ngle Panel For Depths 5' or Less). 02=5' Std. (Additional Panel for Depths > 5'). Curtain To Reech Bottom Up To Depths 0 f 10 Feel.
Two(2} Poriels To Be Used For Depths Greeter Thon
10 Feet Unless Special Depth Curtains Specilicolly Coiled For In The Plans Or As Determined By The Engineer.
NOTICE: COMPONENTS or T1'PES I AND II MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE 11,E SOLE RESPONSIBILITY OF THE USER. SUBSTITUllONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER.

FLOATING TURBIDITY BARRIER
N.lS.
(	l....

Fllle fabric Ploco<J Unoe Grote

Exislll19 DBI Bo,

Note: This filler fobric placement to be u$ed during soil disturbing octMtlee. The filter must be checked periodically for sediment buildup end/or domoge to filler material. The contractor niust remove the ffiter fabric ond check the structures for sediment buildup ofter soil disturbing octlvilles ha e ceased.

D.B.I. FILTER FABRIC DETAIL
N.T.S.
- .,

Consultant:

9 11/12/20 RESUB;nT TO ORANGE COUNlY
'	8 10/13/20 RESUBMIT TO ORANGE COUNTI"
6/09/20 RESUBint (REVISED LAYOIJ'l)
6 9/26/19 REVISE FORCEMAJN CONNECTION
5 8/30/19 RESUBMJT TO ORANGE COUNTY
4 8/8/19  RESUBMIT TO ORANGE COUNTY
5/29/19 BID SET
3 5/28/19 RESUB1flT TO ORANGE COUNlY
2 4/17/19 RESUBhilT TO VWCD
2/21/19 RESUBMIT TO VWCD
"---';,r,s,ri, Without Wire Support hnce
12/20/18 SUBMJT TO ORANGE COUNlY
NO. DATE:  DESCRIJ7TIONS:
sum,nsSIONS/REVISIONS
VERTICAL DATUM,	NAVD 88
JOB NO.,	18-007
SWPPP NOTES
CONSTRUCTION ACTIVITY PERTAINS TO INSTALLATION OF DRAINAGE INLETS AND CONVEYANCE TO A WET DETENTION POND.

Fllter Fobrlc Mote,rlol /\ttoched
Secur9ly to Upolreom Side ol Poot

/
Approximately a• of Filter Fabric
Moterfol Must E•lend Into o Trenci1 ond Be Anc o,ed ,olth Compacted

ATTACHING  TWO  SILT FENCES
 ■	■111!
DESIGNED BY,	CB
D
DRAWN BY:	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB

ALL PROPOSED INLETS/OUTFALLS, ONCE INSTALLED, SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF USING FILTER FABRIC AND PROPERLY INSTALLED FILTER FABRICS. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WITH SOD. SILT FENCE SHALL BE INSTALLED AROUND
PERIMETER OF THE SITE w/ A DOUBLE ROW SILT FENCE REINFORCED w/ FIELD FENCING SHALL BE PLACED AROUND VEGETATIVE BUFFERS AND WETLAND AREAS. ALL AREAS DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED w/ RYE
GRASS OR OTHER APPROPRIATE TEMPORARY VEGETATION APPLIED AT MANUFACTURER'S RECOMMENDATION.
3,	THE TEMPORARY AND PERMANENT STABILIZATION PRACTICES INCLUDE SODDING AND/OR SEED AND MULCH ALL DISTURBED AREAS FOR STABILIZATION.
4.	SILT FENCE, !NETS/OUTLETS PROTECTION SHALL BE INSTALLED PER BEST MANAGEMENT PRACTICES, SEE SECTION 8.
5,	SEDIMENT BASINS IS APPLICABLE DUE TO PROJECT AREA IS OVER 10 AC. A 3,600 CU. FT. QF STORAGE PER ACRE SHALL BE PROVIDED UNTIL FINAL STABILIZATION.
6.	CONTROL DETAILS OF POTENTIAL POLLUTANTS AS FOLLOWS:
Bocflll Matorlol	: =ld';," h=o do :f :t :d
Fl.-.\ Fenc•

Relate Both Po,ts at Leo,\ 180" in
0 Cloc we>e Olroc\1001 to Creole o
Appr0,lm0\e 4• 5• Trench	Tigh! Seal "Ith \he Fabric Material

WffeCTTIJ/j Or 11()1/0ff fl. W
I
-	□rive Bath Post• About 12" lnlo
lh" Ground ond B ry the Flop

 FILTER FABRIC SILT FENCE INSTALLATION 
Add\llonol Control, lo be 0tlllied oo l<leedo<J. Dependent Upon Aetucl Site Condlti0110 and ConstnJc\lon Operation•
APPROVED BY,	CMB
 SCALE IN FEET;		N.T.S. 
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1
C	6.1.

6.2.

6.3.
WASTE DISPOSAL - ALL CONSTRUCTION MATERIALS ANO DEBRIS WILL BE PLACED IN DUMPSTER ANO HAULED OFF SITE TO A LANDFILL OR OTHER DISPOSAL SITE. NO MATERIALS SHALL BE BURIED ON SrTE.
OFFSITE VEHICLE TRACKING TO/FROM CONSTRUCTION - SEDIMENT ANO DUST GENERATION WILL BE MINIMIZED VIA A ROCK CONSTRUCTION ENTRANCE (SEE DETAIL THIS SHEET), DAILY STREET SWEEPING ANO THE USE OF WATER TO KEEP OUST DOWN AS NECESSARY.
PROPER APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES AT CONSTRUCTION SITE - FLORIDA FRIENDLY FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE w/ MANUFACTURER'S SUGGESTED APPLICATION RATES. THE FERTILIZERS AND PESTICIDES WILL BE STORED IN A COVERED SHED.

DIVERSION RIDGE REQUIRED WHERE \
EXISTlNG	GRADE EXCEEDS 2':
PAVED ROAD
=====:]r,-:,:a;"'•·•",'.... , -,,
· "½,.,, --.,;.,, ' " -

SECTION A-A

27-,O-.R.;rG-.R-E-ATER

FILTER FABRIC

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
6.4,	STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES - ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED.
6.S.  OTHER - PORT-0-LETS WILL BE PLACED AWAY FROM STORM SEWER SYSTEMS, STORM INLETS, SURFACE WATER AND WETLANDS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON-SITE. A WASHDOWN AREA SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED IN ANY AREA ALLOWING FOR DISCHARGE OF POLLUTED RUNOFF, A SMALL VEGETATED BERM SHALL BE PLACED AROUND THE WASHDOWN AREA.
7,	MAINTENANCE FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS SHALL BE AS FOLLOWS:
SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENTS DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE

SUPPLY \¥ATER TO WASH
WHE8.S f,S NECESSARY

R 50'

SPILLWAY

SEOIMDIT BARRIER
(SYNTl,,EllC BALE TYPE SHOWN)

NOTE:
USE SANDBAGS, STRAW BAL.ES OR OTHER APPROVED MITHODS TO CHANNEL RUNOFF TO BASIN f,S
DEMOLITION
AND EROSION CONTROL
  PLAN	
Sheet No.:
Cl.01

7.2,
7,3,
BARRIER.
MAINTENANCE SHALL BE PERFORMED ON THE ROCK ENTRANCE WHEN ANY VOID SPACES ARE FULL OF SEDIMENTS.
INLETS/OULETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REQUIRED REPAIRS TO THE FILTER FABRIC ON INLETS, SILT FENCE, OR FILTER FABRIC SHALL BE PERFORMED IMMEDIATELY.
MIN
-?.
I  REQUIRED.
II

Sea,l:,,,,,\\llll"l'llt,,,,,
..$. '' c.:,"\ ········: ',I:,
,:, 9:-- ••0cENs<,'•· ,,,.

N 0
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7.4,
BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE-SEEDED PER MANUFACTURER'S
;t:l	-.. =-:..
-	ru
INSTRUCTIONS.
-::*c·, : No*. 67547
=• -*;o -
2 8  .0
7,5,
7.6,
MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY.
MAINTAIN ALL OTHER AREAS OF THE SITE w/ PROPER CONTROLS AS NECESSARY.
=::, '	STATE OF :	E
.,.	•• ,t::-,	••	0
••	(0R1ol',•
le

8, QUALIFIED PERSONNEL WILL INSPECT ALL POINTS OF DISCHARGES, ALL DISTURBED AREAS OF CONSTRUCTION NOT STABILIZED, CONSTRUCTION AREAS, INGRESS/EGRESS AND ALL BMPs AT LEAST ONCE EVERY 7 DAYS OR WITHIN 24 HOURS OF A RAINFALL EVENT THAT IS- 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, SAID INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE A MONTH UNTIL NOTICE OF TERMINATION IS FILED.
DWERSION RIDGE

50' MIN.

PLAN
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,,,, 70NA\..	"''.,.,
,,,,,,,,,,,,,,,
u	f--<
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9. NON-STORMWATER DISCHARGES MAY OCCUR FROM CONSTRUCTION ACTIVITIES SUCH AS WATERLINE FLUSHING, PAVEMENT WASH WATER (FROM NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) AND UNCONTAMINATED GROUNDWATER (DEWATERING EXCAVATION), DEWATERING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE
,,	ACTIVITY. IF SAID DISCHARGES DO OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY SEDIMENT BASIN PRIOR TO
DISCHARGE. TURBID WATER FROM STORMWATER PONO SHALL NOT BE PUMPED DIRECTLY INTO ANY RECEIVING WATERS.

THE ENTRANCE SHALL BE MAINTAINED (N A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBL!C RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
,
........
-
{

'  -,,,·es.'---------
i;Jt:,'-'l
TREATMENT CAN INCLUDE SILT FENCES, SETTLING PONDS, PROPER USE OF FLOCCULATING AGENTS OR OTHER APPROPRIATE MEANS.

CURB AND GUTTER SEDIMENT BARRIER

r,
	WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO	"-·.§, PUBLIC RIGHTS-OF-WAY.	A		;')\:
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABAf.lZEt::;	.. "f:j@-
WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP	•S:S,
OR SEDIMENT BASIN.	\'.

PouJos & Bennett, LLC
2602 E. Livmgswn Sr., Odando, fL 32803 Tel. 407,487.2594 www.poulosandbe.nnett.com
Eng. Bus. No. 28567

I	1-  
/	I
-- I

0

'	r,	I
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/	/
/	/
/  /	/
----	'
I
/	/	I
150'
0	300'
/	/
/	/
/  /	\	I
SCALE IN FEIT

/	/  /	\
/
' '- - -	I I
/	- - --	I
ORANGEWOOD N-2 PD
'--

[

I)
----	/  /
OVERALL BOUNDARY	PD-ACMU

Central Florida Parkway
--- ====	,\
\
\
Discovery Cove (Seo	\ \
World)	\
13-24-28-6283-00-002	\
PD-ACMU	I
I
I
I
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I
I

PHASE2
(19-S-007)

PD-ACMU

General Notes
U\\ m:rship / i\!a1menance
To Be Owned & Maintained By Owners

PD-ACMU

"
I	/
I	/
I	/
Roadways (*)

Stormwoter Tracts (*)
Lift Station Tract (•) Pork P-1

Drainage Easement (•) Utility Easement
Sanitary Sewer
Private

Private Public Private
Private

Public

Public
Association (All Private Right-Of-Woy To Include A Utility And Access Easement)
To Be Owned & Maintained By The Owners Association
To Be Owned & Maintained By Orange County Utilities
To Be Owned & Maintained By The Owners Association
To Be Granted To Owners Association
To Be Dedicoted To Orange County. Utilities Within The Easements Ne To Be Owned And Maintained By Orange County
To Be Owned & Maintained By Orange County
/
Reclaim Water
I
/
Potable Water
/
Public

Public Private
To Be Owned & Maintained By Orange County
To Be Owned & Maintained By Orange County
To Be Granted To Owners Association

Land Use

Zoning
I
I	Phase 1 Total Acreage
I	Total Acres Pork P-1
I

I

,,
w

Low Density Residential
PD
12.53 Ac.
2.80 Ac.

Potable Water Services Reclaim Services Wastewater Services Electric Services
Fire Protection Average Doily Traffic School Age Population

Orange County Utilities Division Orange County Utilities Division Orange County Utilities Division Duke Energy
Orange County

O ( 0 Units X 10)
0 ( 0 Units X 10)

0

0
0
ro.
..;

,:>
N'
I I I
I

_I,
Conditions & Restrictions To Be Recorded

3	5	7
,	7	9
1/2" PREMOLD[D

Key Map:

BLDG.,CONC. SlAB
OR CONG. CURB

[XPANS/ON JOINT (TYP.)

VARIES
'
,,..

1/4"

11/2" EXP. JOINT MAT[RJAL
------------------ 100· ROW--------------+	;
"'". - IGHT	OM STRO:E F'.NS	\FINISH GRA0Ei,,.- '7' I ,=,a"C1/_•,"-,..,.-
,. . .	.	'	. '	: •: ',..,,,  :_.	..• :, ..7
•  :·	•••••  ·i•:, • .•, ...  ·.,• ,··.·.....	;'.,.,,	'. ·'	,. .•, ,..
{	.--.., ,, : ;. ,
EXPANS/ON JOINTS 40'-Qll
MAX. PROVIDE AT EVERY
F	SIDEWALK INTERSECTION

1YPICAL ENTRANCE ROAD SECTION 10 'RO

 I<EYMAP	
1O" COMPACTED
SUBGRADE
98% MAX. DENS/Tf (MSHTO T-180)

WALK  SECTION

t-1/4"
I  1/4"

20'-0" O.C. MAX. OR 1/2
LENGTH OF WALK

EXPANSION  JOINT

Consultant:
Al	+
N.T.S.
NT.S.

CONSTRUCTION JOINT	DUMMY GROOVE

SIDEWALI<JOINT DETAIL

10 05/21/21 FIELD REVISION (PX
NTS
9 11/12/20
RESUB;OT TO ORAJjG' COUNTY

E
e- -----------------------100' ROW-------------+	J
2'
c--+- 1s.s1··	,
o r
20'

SEE PlAN FOR WIDTH  (MIN. 4) 

•.	111 [ll.
10/13/20 RESUBMIT TO ORAljct COUN1Y
7 6/09/20 RESUBMIT (REVISEij , YOIJT)
6 9/26/19 REVISE FORCEMA!l'j C NNECTION
5 8/30/19 RESUBMIT TO ORAljG COUNTY
FIRE ACCESS
.1m'"' 11	I
1=111=11

4 8/8/19 RESUB;ur TO ORA''iGI COUN1Y
mW;-;;JJjiT'I  lmillffiillrrillimlll=-
3,000 PSI. CONCRITE
COMPACT EXISTING SOIL TO 95% OPTIMUM DENS/1Y
5/29/19 BID SET	I I
J 5/'/J,/19 RESUBMIT TO ORA!jG COUNTY

Width
Varin

Curb f)'pe D Or Curb & Gutter Type F (Curb & Gutter T:,pe r Shown).

 SIDEWALI</CONCRETE PAD DETAIL	
NTS

12/20/18 SUB>IlT TO ORANGE CpUNTY
NO. DATE:  DESCRIPTIONS:	I I
SUB>IlSSIONS/REVISIONS
1YPICAL GUARDHOUSE ROAD SECTION  100' ROW)
N.T.S.
 I<EYMAP 
N.T.S.

Romp Cu

Sidewalk
Width Mlnus 0.5'	20' UTILITY EASEMENT
20' CLEAR WIDTH
1O' STABILIZED

SLOPE VARIES ACCORDING TO TYPICAL SECTION DI,
D2 OR K ON SHEET C5.01
VERTICAL DATUM,	I	NAVD88

)
DRAWN BY,	CB/C L/JSK/TF

-1---------------<>2' ROW	<
,--.,,	-,	2· ------<24'	1
,	I 20·
7 5
TEMERGENCY =CESS

10

  Croa■wolk	
(5' Min.)
PLAN VIEW CR-F
SILT FENCE

MATCH EXISTING GRADE
SILT FENCE

°nEPIN S ORANGEWOOD N-2PD PARCEL11D PHASE 1

C
 ® 1  YPICAL ROAD SECTION (52' ROW) N.T.S.

I<EYMAP
N.T.S.

PICTORIAL VIEW
CR-F CURB RAMP	ETAIL - ALL RAMPS
N.T.S.
A 30-FOOT CLEAR WIDTH WITH 1O' ACCESS ROAD IS REQUIRED OVER THE GRAVITY MAIN
ALONG THE FUTURE ROADWAY. THIS 30-FOOT ACCESS ROAD SHALL INCLUDE 6-INCH STABILIZED SUB-GRADE WITH MINIMUM 40 LBR WITH 2-INCH CAP OF SHELL OR CRUSHED CONCRETE. THE MANHOLE TOP ELEVATIONS SHOULD BE SET 2-INCHES ABOVE THE ACCESS. THE MANHOLE ELEVATIONS MUST ALSO BE SET OYER THE 100-YEAR STORM ELEVATION TO PREVENT FLOODING.

TYPICAL STABILIZED ACCESS R01\D SECTION
N.T.S.

C

Juriscliction:
ORANGECOUN

,FL

Pavement Legend

3'
CAP (UNGLUED) MIN. OF 4" ABOVE GRADE

ROADWAY

3'
IMINI

CAP (UNGLUED) MIN. OF 4" ABOVE GRADE

Sheet Title:
TYPICAL ROAD SECTION & DETAILS

Sheet No.:

B

12" WIDE WHITE THERMOPLASTIC

ffi

Edge Of Detectable Warning

235"

I

Dome Pattern Shafi Be In-Line With Direction Of Trove/

ELBOW (UNGLUED)

PVC SCHEDULE 40 SLEEVE

ELBOW (UNGLUED)
"	C2.01
Seal:,\,,111111111,,,,
.......'..	,

-:-:;	N
6  --i]-3	  
9:- ,••,scEN.s ••• _,,.	x	N
4	; =*:\  STATEOF ::* ..,	z<O  "
l ;O;
,.---+--0  b

, .,
·••.·.
ORIO1.>.•••'

..'.

tiit:.i

HC ACCESS RAMP (SEE RIGHT)
SIGN

24" WHITE THERMOPLASTIC STOP BAR
:,i
"
0	0
,, ,,, ,,,i·,'·O,.·N·.·A,·,L·,·,·,·,,,·,, ' ,,	0	<
NOTE: STOP SIGNS TO BE 36" (HIGH INTENSITY)
& STOP BARS TO BE 24" WIDE WHITE THERMOPLASTIC REFER TO FOOT INDEX 17346 FOR MORE INFORMATION.
I
P  N VIEW
TRUNCATED DOME

CROSSWALI< & HC RAMP DETAIL
All sidewalk curb ramps shall aVe detectable warning surfaces that extend the full width of /he romp and in the direcrlof travel 24 inches (610 mm) from the back of curb.
CURB RAMP :ETECTABLE WARNING SURFACE
RE ER TO FOOT INDEX #304
BACK OF CURB
EDGE OF PYMT.	I
REFER TO FOOT INOEX #0304 FOR PUBLIC & PRIVATE SIDEWALK CURB RAMPS
NTS

/\
PU LIC SIDEWALK CURB RAMPS

CURB RAMP DETEC ,ABLE WARNING SURFACE DETAIL

POND DRIVEWAY ACCESS DETAIL
N.T.S.

-----·--c	.

I
I	J03
L!Q'st:::::::::'::::::::10)========::::::'.	 j
N.T.S.

6	"
TeL 407.487.2594 www.poulosAndbennen.com Eng. Bus. No. 28567

,
----,	

I'

--,_.

5

-.....
'	"
25'

0	50'

SCALE IN FEET

100'

Key Map:
I,----	_	_,
I
87,j
I
I I -VV./,/

......,, ......, .....	,

c-= ,
I	•
,,  ......  -
-

I
I	'"
E
' ,,
I
I
I

\	LIFT STATION

C5.01
'."':	1w02_
-
Consultant:
f 5 01
E
\ SEE DETAILS SHEET C9. 2
..., ..-

.....
10 05/21/21 FIEW REVISION (PAVER)
11/12120  RESUBMIT TO ORANGE COUNTY
	'	
Ii	8 10/13120 RESUBMITTO ORANGE COUNTY
 1  6/09/20  RESUB;IlT (REVISED LAY©lIT) 
"• ' ---POND  48	'
'
6 9/26119 REVISE FORCEMAIN CONNECTION
I
'	s 8/30119 RESUBMIT TO ORANGE COUNTY 
I	N.C.L. 78.0
/	'  '';.._ "	4 8/8/19 RESUBMIT TO ORANGE '
COUNTY

/
. I
10 YR./24 HR. 81.2	/
25 YR./24 HR 81.5
/
' '	----
' '
5/29/19  BIDSET	
3 5128119  RESUBMIT TO ORA, GE COUNTY 
, I I
- -.·-
100 YR./24 HR. 82.0
100 YR./72 HR. 83.0	/
'
' '	2
4117119
RESUB;IlT
TO VWCD
' 86 I
I 2121/19 RESUBMIT TO VWCD
  12120/18  SUBMITTO ORANGE COUNTY	
11.87. 7	I
RK TRACT P-1
/	'
 NO.  DATE:  DESCRWI10NS:	I
/

ffi ..-	••-	•. ·-1,
I

.,5 ·-.

/
/
ENTRANCE GATES	/
/

FUTURE COMMERCIAL TRACT TO BE MASS GRADED UNDER PERMIT #B15900864
	SUBlilSSIONS/REVISIONS  I	
VERTICALDA'[U;C	i'/AVD 88
JOBNO.,	118- 
DESIGNED BY,
D
DRAWN BY	CB/CSL1/JSK/TF
CHECKED BY,	CB/CMB
 APPROVED BY			CMB  SCALE IN FEET,		11' = 50'
Project Name:
GRANDE PINES
I	ORANGEWOOD,
I

I
I	ffi
,r	,,,
I:!
' , .

I
. '
'
)
N-2PD
I	PARCEL11D
/	PHASE 1
I
/
/

C
I	I
I	I
J	' I	I
I	I	I
I	I	• ,-;

POND 4A
N.C.L. 78.5
10 YR./24 HR. 82.6
25 YR./24 HR. 83.1
100 YR./24 HR. 83.5
100 YR./72 HR. 84.1
f I	,/
,/

,/

,/
'
' \,
,.),	/
.	\,	/ /
.... \,
,	\
.	\,	,.
/
/	C
/
/
/
/
/
/	JU.lisdiction:
ORANGE COUNTY,.:L
I
0
/
0•
I
,-
/

FUTURE COMMERCIAL TRACT TO	'
BE MASS GRADED UNDER
----

----
I	/
/
I	/
+	,/
I	,/
+
++i	/
,/
PERMIT #B15900864

"
f	I	/
·-

A
	 I HOUSE GRADING
0
N

!"=20'
A

'
POULOS

Poulos & Bennett, LLb
2602 E. Livingston St., Orlando, FL132803
Tel. 407.487.2594 www.poulosandberett.com
N
2	3	'	'
Eng. Bus. No. 28567  I
'	,	I
'	'	'	5	'
C,	I	'	"	'

Key Map:

STA. 10+00.00 ST. ii'

F

CROSSWALK STRIPING. SPECL4L EMPHASIS PER FOOT INOEX
17346
-
-MATC, STA.
EX!STNG PAVEMENT 0+45.68 ST. i\'
48 771
C/L STA. 11+00 (44.2' LT) TYPE 'P-4' C.I.
T.£. 81.lJ
/NV. 77.09 (N£)

81' - 18" RCP
@ 0.30%
48-IBA
C/L STA. 1J+76 (72.7' LT) TYP[ 'p' M.H.
T.£. 85.00
/NV. 72.0J (N)

J2' - 36" RCP
@ 0.09%

48-19)

STA. STA.

18+57.66 ST. ii' =
24+90.80 ST. 'B'
25	0
2.5	0
50
I
5
SCALE IN FEET
100 HOR.
I
VERT.

F
-

-

SHEET C6.01
SHEET C6.02

S '£ET C6.00

C,	"
9 11/12/20
8 10/13/20
7 6/rJJl20
RESUBMIT TO ORANCjE COUN1Y RESUBMIT TO ORANt COUNIY RESUBMIT (REV1SED YOU1)
 6  9/26/19  REV1SEFORCE1WNOONNECTION
"

-

NOTES:
PROVIDE 3' MIN. HORIZONTAL SEPARATION 8£TW££N SANITARY S[W[R AND
£DG£ OF PAVEMENT.
3' MIN HORIZONTAL SEPARATION 8£TW££N WAT£RMAINS/R£CLAIM£D WAT£RMAINS & STORM.
COMPOUND CURVATURES MAY 8£ US[D BUT SHALL NOT £XC££D TH£ MAXIMUM
D£FL£CT/ONS AS SU FORTH BY TH£ PIP£ MANUFACTURER OR AWWA

 VERTICALDATUM
 JOBNO.,	

NAVD 88 
18-007 

87' - 42" RCP­
@ 2.20%

TYPE 42" F.£.S.
/NV. 69.50

Street 'A'

200' -  38"x6i
@ 2.50%

,RCP-1

CS-4A-2
TYPE 48" F.£.S.
/NV. 68.00

ffi
STANDARDS, WHICHEVER IS MOR[ STRINGENT. (OCU MANUAL SECTION 2113,
1	D
V  V  V	V  V  V  V  V	"V	V
£L£CTRIC GATES SHALL 8£ [QU/P[D WITH CLICK2£NT£R SYSTEM, BATT£RY
BACK UP AND KNOX KEY SWITCH FOR ACCESS BY £M£RG£NCY V[H/CL[S IN • TH£ £VENT OF AN £M£RG£NCY CAT[ OP[N/NG(S) SHALL 8£ A MINIMUM OF 2D FOOT CLEAR WIDTH TO PROVIDE AD£0UAT£ ACCESS FOR £M£RG£NCY V£HICL£S , (18.2.2.2 NF.PA 1 (FF.PC 6TH EDITION, 2015)) AND ORANG[ COUNTY
ORDINANCE S[C. 34-2901.
  -	 .	 .	 .	 .	
DESIGNED BY,	I	CB
DRAWN BY:	CB/ SL/lSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
SCALE INFEET,	1" = 501
Project Name:
GRANDE PINES
_)------------:------------,---:-----+-----,----------------,----------------tl-f	L
8+50	9+00	10+00	11+00	12+00	13+00	14+00	15+00	16+00	17+00	18+00	19+00
105 ---1----,---+-- -,--------,--+---,--.-----c+----+- - - ---1----,-- - -+------c----r--,--+---,--------,- --+-- ---iHc...L.,---+-- -,--------,--+----.-----,-------+	1- 105
104	104
103	103
102	1---1------1---l--•:,a-+--l--+---+--t-->--t+--+--t---+--+--t---+--+--+---t---+--+--+----,	102
101	,I	I	101
100	I	100
99	l---l------1---!.-,i-+-   l--+---l---ha1l---t+--l---1---l----l---l---l----t--t--+--t--t---+---+--+--+--t--t--+-l---l1+--l-l---+---l---l----+-l----l----+--l-----l----+----'1;'j!i:);?	99
ORANGEWOO N-2PD PARCEL11D PHASEl
98	l-----1------l-- I----S>--l----1---l-----l----f-i0---+J._-----,--t--+----,--·f----t--l----t----t--l---+---t---ll--+---+--l--+---+--HH--+---+--l--+--+--t---+--t--t--+--+--'!101"~,: 1---1	98	G C		"'	<>'	\	<o
9976
1----+--+---+-lc--!--+---+--l-"' -,,+1.-...:-',I-	"'·-c--5I--+-+------+-----++--+---+--l--+---+---l---l----+--l----+---+--l-----l----+--+--1+-,H---"--+---+---+--+---+---+--+--+-_-_-- ---oii,..:,,nI -•,-Q..J;~)-·--+1----I-1	9976
95	1	1
--	--	95
Jurisdiccion:
94	1---+---+--+-I -+---+--+---+ iC)  Ck)_ 1-
1r  -.__  c0) ::,-1c1;-  1---+---t---l--+---+--1--+--+--t-----+----+--t--+---+--t--+---t--llttt--+--t--t--+----,----::b=+-'-'----::.-·_-+--+--t----'k, ls::;:s:-+--1	94
93	1----+--"--l--t-+--+--+--+-,:;  1, •	_ -	---	-----	'- --1---1	93
92	--ll'0---1------l---l-----l----1---l-----l----1---l---l----1-:gP@VID£ 2· M!"IN.'a¥.sR,;,C_;SgEP'-!. --+---+--1---1---11+-++---I	, ~·"-'·c...·_---1----+-	-f---1--+----+---l	92
ORANGE COUN
, FL
91	A	V) -d-:ri---1--++--:sf.':e--,-_.J ,_--1--+---+---1---1----+--1-- ---+--+--+--1--!1..,BETWI fNfDN-W1MIrr--wRWrn. TsOo,rr,o,M., ---+--f----	+---+---+---ll-+-++--+-i-/""''--  --l--  ---+--+---+---+--+---+--+--+---+-1-1---1	91
Sheet Title:
9089	l--+--+----l----''-1---1---1---\\+--;_:,_1s;;.  I	H-
.--l-----l---l-!'.'"-'1"-□p_12"'cnrc.".o+fDc'.'",£,,f..i:: \-
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PLAN &
-	Q. Q..	C1.. C1..	ID	"  \	@ 0.32%	,--- --
8 :	(:{)1:1_/:i_[I;_ l[O,- I-\-	£. /STNG GRAD£ -	@-  58',"'•-+<\--+---t-t-,-  ;	,;,, _	/
7	8 8
.£"-R	\	8 7
PROFILE
8	l-----l---,,+ cc+-_J'-d £.pX"'IS!J1TING 24" RM	I\	\	-l---+--+--'-11,  "_,fll._,,M-+--l--'-'12,  "-I-, l"M'--''-'\--1--11+-l-l--	'	86
86	1,	£OP,	1 TOP or PIP£	.50	\	1	\	\	_	..	_,	\	\	"'·	.	85
85	LJ	=
84	1-----1----1---1--- "<,+--+--  >-.	\.	I	12 RM,	\	-t-	'-,,  ',	'	u.	,,,  ',,' ,·	'	- "''' WM ,	z	"'	F	.:  ,  ,	84
::	-..-. --4---1----/2\	--- --- -
%	'	-r	.  . .-.
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Sheet No.:
81	f----+---+--f--+---+--+--f--;J
"	8
c,702'" Rfl	\, ,J--1 l-l----l---1------1--1-=--l-_l"-..<-_-_1\\--J_ l ----=-=--cL -CC--C'C-CC.¼t· -=-=--aNff-j--••:	-	\	1	81
1	5
C6.00
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1
.:--- ----	-- ;:	---, -;	'/	I	:5ft	,
1
_,,	Hw,-l----1----1	l--=:::.-'!C:::
:.  '---1---W..--l-l+---+---<	7 0
78	·coNNEpr_ ro-- x1sT1N , =-"-'1
, 1	, ,
,	78
77	' --•4-WM 'T0P-0
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45· B[fil"-,
I ,+I ·-1II	zs.4,u.R""'-P
/	•	I '
I	I I I I
H--1----1-----1-2-3-9-1---81. -P-V-Cl----+---l-1----ll II---+----<	77
76	e--,-_,. 1,  19.s	-	\
-o	.\=.C:i:.::===== 1  1-	--- '---	b:J!..l;tff =t==r===l===tt= -=-=+=:r: r:==t:=l	16
\	1/	\	/	'--	" aro
75
I	75
·"	45'..Bmo	' '	.	1a" RCP	7	12" wM-	r----	-21a·	a" ·vo	e:-32.,	11
7743	l----+--+---l----1--/+--I-/-I-'.-,.-l----t--4+-----l----1----l-----l-----1----1-----l---''"1-Bf,;/l/_-l---l-.lr-3.;:;'4,+----l'Jis..::L.CJ I  \,	--------	....
@  I) 32%	,·-\'s:t-----t----f ROWBOE/[WEq·HN-MWINA.TE"R" - TO. SmEPt.M---J--f0,.J-0C'-
7743
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72	f-----i-- JBeREl_l¥S"1ENCJ£ Xi:='f!:SNG STORM.	I	-\:-	IILf---lJ-----J---f---i----l---f--+---+---1..;.J.::->--f-----i---'<:'..:,4---fJ	,"','--  -'c. ,  ,,  n,-r,p	<=='f'  Oii,jf/!Dtrr M/n:-v£R1:11•1-++--l-/(-J/)  --+--t--i,·--,14's:--\--+--+==f..'."--+-':""t,'--\---I	72
-	, --+-- ...	---	,	_,	',	,.........,.	• "/ f'l'u,	a  ·r-" w" .<:-""'"' "'"'Ill -1-----l-'>df----1---1---+.!._J-- ..=:PWVIDE12" MIN. VERJ,, c,SE'-'P-+---+-----+--+---1
71	......	/\	; :E'!i?tc-t111TOM-AND--	! -	£ !STING	-:.b.	O:::	Ao STORM·OP=-u....,,,.y-,-	-._	Bt W[,!!C -BOTTOj'	_C)	--.::--._	71
70	7	I	I  " RCP	I L  ,--4-_-J_t•.a
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C)	-:::1'	•-	 "ii:":- '---=-	70
69	IN 77.06	1-----1---t-IL	<	oe+· -::-._sc---1,-"--+--c:aO-l---+---t--1-1---+-H-t+--l---''----c--,,-	,_	, -	69
PRO '0£ 18•):LVERT. SEP. ,
68	0
<.	._.	........_-;----.. '-C	l;.LJ '--!-	.....,	C)	68
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67	•	-\--:::±:=-+.:-;;-::--ccb::::-:-±-:=-+=-1----+---+--t----+--iJ'!,--8	D.J- - 1 -	,c;;;:-	co- r-.;:- --t---\-_-l=-,,8:::,,, -x+-=60-::." -cl!cRccCccPc-l----+---+--~'i-'l----2.f.07R-		67
66	\--+----t---\--+---t---\- -'ii£X\TrT,"i!N;,"G7'l't2,._/N"I.SA70=.4N1rA"'R'-'Y--"'Gl-"'",_.Vl,_,_TY'--'f,:,Wc,N_t---+--f--t--+---'J:>-.',D... -.icr:-.f..·. --\- °';,·+ °i:!":: C) o:)
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''• l1 11-	66
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-·65
64	f-----1-----\---f---l----+--f--+--t--  -+--t--t--+--t--t--+-l--"fc-"-j---+--i- -'-  -,-,  . ,:i,-  I	.b H-11-,t
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62	..Li:::::.:
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60	60
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'	I	'
Poulos & Bennett, LLC
2602 E. Livingston St., Orla df, FL 32803
Tel. 407.487.2594  www.poul sa dbennen:.corn
Eng. Bus. No. 2856

5
Key Map:

F

LIMITS OF SOD

u
n-
10'
POND TRACT

2'	VARIES

10' MAINT. BERM

POND

LIMITS OF SOD TOP OF BANK

r	N.C.L. EL. 'C'

2'  (MIN.)

TOP OF BANK EL. 'A'

GRADE BREAK EL. 'B'
MAINT. BERM
0z
10· 0
CL

SILT FENCE

vi_._

IL 
10
EL. 'A'

GRADE BREAK EL. 'B'

20' UTILITY EASEMENT

'-- -zw-z--<-
:i ::::i c5
i:= <(

Consultant:

VARIES

  E_S_lW.T_E_L, 'D'

:	J1
'
GRADE BREAK EL. 'E'	MATCH GRADE PER MASS
Q TYPICAL GRADING SECTI  &

LIMITS OF SOD
,

ID'

10' STABILIZED ACCESS
""' 0O:::J
CL n- <
CL>

VARIES (SOD)

9 11/12/20
C	8 10/13/20

RESUBMJT TO ORANGE COUNTY RESUllMJT TO ORANGE COUNTY
POND BOTTOM EL. 'F'
GRADING PLANS PERMIT #B15900864

TOP OF BANK EL. 'A'
MAINT BERM
V RIES
( OD)

SILT FENCE
7 6/09/20
6 9/26/19
5 8/30/19
RESUllMIT (REVISED LAYOlIT) REVlSE FORCEMAIN CONNECTION
RESUBMIT TO ORANGE COUN1Y
@ TYPICAL POND GRADING SECTI 

 4  8/8/19   RESUBMIT TO ORANGE COUNTY 

N.C.l. EL. 'C'

VARIES

2' (MIN.)
GRADE BREAK EL. 'B'

::	J,
'

MATCH EXISTING GRADE
5/29/19
3 S/28/19
2 4/17/19
I 2/21/19 12/20/18
BID SET
RESUB,flT TO ORANGECOUNTY RESUBMIT TO VWCD
RESUllMIT TO VWCD
SUB;OT TO ORANGE COUNTY

D	LIMITS OF SOD
PONO BOTTOM EL 'F'
GRADE BREAK EL 'E'

0 TYPICAL POND GRADING SECTI 

 NO.  DATE:  DESCRIPTIONS:	
		SUBMISSIONS/REVJSIONS	 VERTICAL DATUM:	NAVD 88
 JOB NO.:		18-007 
 DESIGNED BY:		CB 
D
POND TRACT
POND
DRAWN BY:
CB/CSL/JSK/TF
 CHECKED BY:		CB/CMB 
SILT FENCE
2'
'I	-..

.
10'	LIMITS OF SOD

/
I
''"
I CL
SOD
VARIES ,-  PARK
APPROVED BY:	CMB
SCALE IN FEET:	N.T.S,
Project Name:
GRANDE PINES ORANGEWOOD
TI. -- .
VARIES
N.C.L. EL. 'C'
_ E.S.L.W.T.  EL. 12_'

--:J•

GRADE BREAK EL. 'E'	MATCH GRADE PER MASS
•L
EL. 85.5	'°
•L
'

MATCH EXISTING GRADE
I	SEE GRADING PLAN
I	FOR ELEVATION
I
N-2PD PARCEL11D PHASE 1
2
PONO BOTTOM EL. 'F'
GRADING PLANS PERMIT #B15900864
(Q) TYPICAL GRADING SECTI  &

, _ ::::::  J'
4 (MAX)

1;
		TYPICAL POND GRADING SECTI 

"D
I
I

LIMITS OF SOD

-..._  w  < 
<u -zz <u
g::	<r:
20' UTILITY EASEMENT	o	u
,	°"] zCL Z
® TYPICAL GRADING SECTI 

C

Jurisdiccion:
ORANGE COUNTY, FL

Sheet Title:
GRADING DETAILS

Sheet No.:

I
D
Dro

I 0·
10·
VARIES. STABILIZED
o o:::::J
0.. n- <
o..>
CS.01
11
/
lze
.0 ,

POND
TRACT	POND
10·

MAINT. 1---t-(s_o_D_), 	A_C_CE_S_S ,
BERM
TOP OF BANK EL. 'A'

VARIES
(SOD)

Utility Legend	lJ
Proposed
...

Seal:
,,, \

111111111	N
W,. M	,,
zw	TOP OF BANK
EL. 'A'
N.C.l. EL 'C'
ES..l\VT EL ].'

2' (MIN.)

::	j,
STORM MANHOLES UNDERDRAIN LINES
;	\	STATE OF i	:
,;_	••... OR\0";°/	$
< ()  E
0
>
t;;c:.J 0
w
"I '
£	,L 
GRADE BREAK EL. 'B'
'
VARIES

MATCH EXISTING GRADE
-c
SANITARY PIPES
0----
-.',i.,,,	O-N-A··L·&·•·' ,,:,,s,'
''111111II,,,,,
4
u	<t:!
0
/
I
wz	'
0:
,0
,1---
&	'
POND BOTTOM EL. 'F'
--:J•
'
GRADE BREAK EL. 'E'

QJl 	

NOTES:
SANITARY MANHOLES	®
FORCEMAINS		
z	(g) TYPICAL GRADING SECTI  
w	1\
<
0
TYPICAL POND GRADING SECTI
ALL PROPOSED GRAVITY SEWER SHALL BE 8" UNLESS OTHERWISE
SPECIFIED.	I
THE PROPOSED DRY-LINE GRAVITY MAIN IS TO REMAIN PRIVATELY OWNED
AND MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE DEVELOPMENT. THE	t">,	-
MAINS SHALL BE TESTED AND INSPECTED PER THE OCU STANDARDS AND	••
CONSTRUCTION SPECIFICATIONS MANUAL AT TIME OF INSTALLATION AS WEL)i,.<C. 0

<

0
0
.1
ro .
/ ro
5
N

N
'  ,\,  "-
AS AT THE TIME OF DEDICATION TO OCU. THE PROPOSED DRY-LINE G_R i:I:,"'	'-"' MAIN EXTENDING THE PLAT LIMITS IS ALSO TO REMAIN PRIVATELY OWJi i,!, ""'
AND MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE DEVELOR ' lff.:i,.() "
,a

2	(,	8

Poulos & Bennett, LLC
2602 E. Livii1gsron Sr., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbenncrt.com
Eng. Bus. No. 28567

5
Key Map:

F

PARK  TRACT  PHASE  2 FUTURE LOTS f5
O'

10'

LIMITS OF SOD

EL 83.5-

1o'	10'
MAINT,	VARIES	STABILIZED	VARIES BERM	 (SOD)		ACCESS	 (SOD)

20'	"NT

EL. 84.0 ±-
'--
zwz""
::::ic)
;Oc'-: ""
WU
Q.
0 ".j
aO.' ><C

VWCD CANAL C-1
V

2T

\:
T (THICKNESS
1 '-  6" MIN.)

1.5'(MIN) RIP RAP RUBBLE.

Consultant
UTIL ESMT

,0  '
/	DOUBLE SILT FENCE
ALONG CANAL (T'IP)	H.W.L. EL. 80.10
-	,_	-- -- - -	-- -- -	-	-
FILTER FABRIC

NOTES:
'(MIN) BEDDING STONE.
SILT FENCE

MATCH EXISTING GRADE

::::  J,
::.......J,	MATCH EXISTING GRADE-
'	EL 80.0 ±
48" RCP

N.C.L. EL. 76.00
-·· - --	-- - -- _,  -	- ---
48" MES
INV. 71.5
FILTER FABRIC SHALL BE FOOT lYPE D-2 PER
FDOT SPECIFICATION 985 SPLICE LENGTH SHALL BE 6",

REFER TO FOOT SPECIFICATION 530-2.1.3.2 FOR CONCRETE RIP RAP,

REFER TO FOOT SPECIFICATION 530-2. 1.4 FOR BEDDING STONE.

9 11/12/20 RESUBMIT TO ORANGE COUNTY
4 (MA )	EXTEND RIP RAP TO TOP OF--L-	:<
OUTFALL PIPE (MIN.) BOTH SIDES. RIP RAP CONNOT PROTRUDE MORE THAN 6" INTO CANAL CHANNEL
(B) TYPICAL GRADING SECTI -	@ TYPICAL GRADING SECTIO s
EL. 67.0 ±
POND  BOTTOM

PROPOSED RIP RAP. WIDTH - PIPE DIAMETER PLUS 3' ON BOTH SIDES OF PIPE. THICKNESS PER DETAIL. (SEE DETAIL THIS SHEET)
 RIP RAP DETAIL	
N.T.S.
E	8 10/13/20 RESUBMIT TO ORANGE COUNTY

0

PHASE 2 FUTURE LOTS/	3
- F u=TU R=E-D=EV=EL o=P M=EN=T TR'""'A=cT=s-7 §"
LIFT STATION
LIFT STATION CURBING (SEE LIFT STATION DETAIL)
19.4' +/-

POND TOP OF BANK EL. 83.5
VERTICAL DATUM.:	NAVD 88
JOB NO.,	18-007
DESIGNED BY,	CB
D
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
 SCALE IN FEET,		N.T.S. 
Project Name:
GRANDE PINES

SILT FENCE

MATCH EXISTING GRADE

C

10' UTIL ESMT

EL. 87.60

® TYPICAL GRADING SECTIO s

52' UTILIT'I EASEMENT

POND 4A-
-  ORANGEWOOD
N-2PD PARCEL11D PHASE1

G

® TYPICAL GRADING SECTI 

'	I	I

16 +/-

POND TOP OF BANK EL. 84.50
Jm:isdiction:
ORANGE COUNTY, FL

Sheet Title:
GRADING DETAILS

---ALLEY 1

"

LIMITS OF SOD

ELEV. VARIES FROM
86.78 TO 87.02

POND TOP OF BANK

LIFT STATION

LIFT STATION CURBING (SEE LIFT STATION DETAIL)

EL. VARIES

16.0'

IL.::::
4 (MAX)

POND TOP OF
BANK EL. 83.5
MATCH EXISTING		10' STABILIZED ACCESS GRADE	APPROX.
EL. 86.0+\-
CD TYPICAL GRADING SECTIO s

Sheet No.:

"

CS.02
0
N 0 N

0

,,
w

0

0
0
ro·
-;;;
0
·
N
© TYPICAL GRADING SECTIO s	CD TYPICAL GRADING SECTIO s

2	s

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Td. 407.487.2594 www.poulos;mdbennett.com
Eng. Bus. No. 28567

'	Key Map:

F

Consultant:

''	'

48" RCP PIPE

'

/STEEL  GRATE
B

SKIMMER BAFFLE 3/16"
FlBERGLASS SHEET

St;IMMER TOP EL 83,6

STEEL GRATE

I	I

►
PLAN VIEW

  •

/		SKIMMER BAFFLE 3/16" FIBERGLASS SHEET
B
TYPE 'H' D81

28" WEIR OPENING

►
PLAN VIEW
"n '
  •

SKIMMER BAFFLE 3/16" FIBERGLASS SHEET

VERTICAL DATUM	NAVD88
JOB NO.,	18-007
DESIGNED BY,	CB
D
DRAIVNBY	CB/CSL/JSK/TF
CHECKED BY,	CB/CM]
APPROVED BY,	CMB
SCALE IN FEET,	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1
I

-

-	---

\-

.  °z'
.  .

STRUCTURE  TOP  EL. 83.1

	WEIR  INV.  80.0	
SKIMMER INV. 79.5

ORIFICE INV. 78.5
6" WEIR OPENING

6" PVC TEE W/
3" 0 ORIFICE DRILLED IN CAP

STEEL GRATE

SKIMMER BAFFLE 3/16" FIBERGLASS SHEET

  SKIMMER  TOP  EL 82.1	

STRUCTURE TOP  EL. 81.6

WEIR INV. 79.4

SKIMMER INY 78 9

ORIFICE INV. 78.0

STEEL GRATE

6" PVC TEE W/
3" 0 ORIFlCE

C

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
CONTROL STRUCTURE
u	..  , .
I

D

1'xJ'x4" CONG PAO
DRILLED IN CAP

Sheet No.:

0
ro

z
0u
/
czc
/
0
4u
/ ;;
zw

- - . ' .

.	..

.

:ll>.

PIPE INV. 73.0

48" RCP PIPE

w
a:
u
"•'

1'xJ'x4" CONG PAD

48" RCP PIPE

•"""' .,:;
I\	CS.10

4	.-	--	,_	"
w
4
I
/	SECTION A
m
wz
C:
w
sTRUCTURE INV. 72.5

GROUT STRUCTURE TO SPRING LINE

SECTIONB

SECTION A

PIPE INV. 72.5
	STRUCTURE  INV.  72.0	

GROUT STRUCTURE TO SPRING LINE
,,.	=
SECTIONB
0z
4
u
A
w
4
0

•
0
0
ro.
/ ro
0
·
N

OUTFAI.I, STRUCTURE #4A

J

OUTFALL STRUCTURE #4B

(,

Poulos & Bennett, LLC
2602 E. Livingston St., OrlMdo, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567

'	9	Key Map:
25'	0	50'
I
SCALE IN FEET
100'	I  ,
I

F	

TEMPORARY STABILIZED CUL-DE-SAC

~  21+0()

L  --
--

ffi

SERVICES FOR FUTURE PHASE 2 LOTS

-	:: - flli!_eer 'B'
B	--

23+oo

f/;Jfenc/a n,
ater Dis1r1,
CfC'aaafCJ

-
\

I
LIFT STATIO
I
10' uTIL £SJ!.I
I

I

- -

POND 48

12.0

SB.o

PROPERTY LIN£

•

PROPOSED 8" FORCEMAIN

-

>s &o

/;'/
''

''
Ii!
'''

I ' '

,
' ' '

F

Consultant:

9  11/12/20 RESUB,flTTOORANGECOUN1Y
8 10/13/20 RESUBMIT TO ORANGE COUNTI
7 6/09/20 RESUB,OT (REVJSED LAYOUl)
6 9/26/19  REVJSE FORCEMAIN CONNECTION
5 8/30/19 IIBSUBMlT TO ORA..l\lGE COUNTY
4 8/8/19 RES\JBMJT TO ORANGE COUNTY
5/29/19 BID SET
3 5/28/19  RESUB,flT TO ORANGE COUN1Y
2	4/17/19	RESUB,OT TO VWCD	
I	2/21/19	RESUB,flTTOVWCD	
	12/20/ 18	SUBMJT TO ORANGE COUNTY	
NO.	DATE:	DESCRIPTIONS:	
	SU	B,ITSS!ONS/REVJS!ONS	
VERTICAL DATUM	NAVD 88
JOB NO.:	18-007
DESIGNED BY		CB
12.o			/
/
/
3[

".J
'	-
D
DRAWN BY:	CB/CSL/JSK/'JF
CHECKED BY,	CB/CMB
APPROVED BY,		CMB
SCALE IN FEET:	1° = 501
PARK TRACT P-1

2

,

--1

ffi -

/

/
/

'	- -
-  "t- '-  '-
-(
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

Jurisdiction:
ORANGE COUNTY, FL

SERVICES FOR FUTURE PHASE 2 LOTS
'

/

/
POND 4A	/
/
/
/

\	ffi
\
\

\
\
\
\

, ,
_,,¥ '

,  ' '

,
_,,¥ '
Sheet Title:
UTILITY SITE PLAN

Sheet No.:

/

FUTURE COMMERC L
'\\ - ,'

ffi
,  ,

,
,
_,,¥ '
, , '
_,,¥ '

B	CS.20
N 0 N

NOTES:

- JO+1ao ----

PROPERTY LIN£
,9,
,,,t;·
, ,
.#\_

EXISTING 24" WATERMAIN
10' UTILITY EASEMENT SHALL BE PROVIDED .ADJACENT TO ALL
RIGHTS-OF-WAY WITH THE PLAT, EXCEPT WHERE A LARGER EASEMENT IS SPECIFIED ON THE PLANS OR AS REQUIRED BY OCU.
2. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE.
CONNECT TO EXISTING 24" WATERMAIN

EXISTING 24" RECLAIMED WATERMAIN CONNECT TO EXISTING 24" RECLAIMED WATERMAIN
s	(,	'

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbenm:tt.com
Eng. Bus. No. 28567

--------

5

25'	0	50'	100'

SCALE IN FEET

Fire Flow Calculations
Fire Flow Per NFPA-1 Table H.5.1

Average

:C\.faximum

Key Map:
F	
I	...........

......
Building

Park Tract I
P-1
Required Fire Flow (2)
(GP D

2,750
Reduction For Fire Sprinkler (%)

75
Reguircd Fire Flow

2,000
Minimum# Of Hvdrants

2
Spacing Between Hvdrants (Ft)
450
Distance To
Hydrant (Ft)
F
225
IWGV-411-8" G.V.
lwso-111-2" B.O.

SERVICES FOR FUTURE PHASE 2 LOTS
T--- ......
I	 -
I
I I I
I
I

--..-....
NFPA ANNEX H.5.1 THE MINIMUM FIRE FLOW FOR DWELLINGS HAVING FIRE AREA NOT EXCEEDING 5,000 SQUARE FEET SHALL BE
I ,ODD GPM. FIRE FLOW FOR DWELLINGS HAVE A FIRE AREA IN EXCESS OF 5,000 SQUARE FEET SHALL NOT BE LESS THAN SPECIFIED IN NFPA TABLE H.5.1.
ORANGE COUNlY MINIMUM FIRE FLOW FOR COMMERCIAL lYPE DEVELOPMENT IS 2,000 GPM.
TOTAL REQUIRED HYDRANTS, HYDRANT SPACING, AND HYDRANT DISTANCE PER NFPA ANNEX H TABLE 1.3.

Utility Legend
Existing	l7tihty Type	Proposed
WATER MAIN X" DIAMETER		xw

Consultant:
-----
,	•
L
---
WMF-8	3
=-· .--	\
23+oo
8J, 5-..	

NOTES:

--,J:.._
'x..-
SERVICE LINE
GATE VALVE (G.V.)	--H--
TEE	--,J:.._
BENDS	'x..-
REDUCER
FIRE HYDRANT ASSEMBLY	0-C
BT SAMPLE POINT	0

9 11112/20 RESUB,ITT TO ORANGE COUNTY
B	8 10/13/20 RESUBMIT TO ORANGE COUN1Y
7 6/(fJ/20 RESUBMIT (REVJSED LAYOU1)
6 9/26/19 REVISE FORCEMAIN CONNECTION
5 8/30/19  RESUBMIT TO ORANGE COUNTY
4 8/8/19  RESUBMIT TO ORANGE COUNTY
5/29/19  BID SET

1-8" X 6"

PARK TRACT P-1	WMF-6

IWMF-IJI
10' UTILllY EASEMENT SHALL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY WITH THE PLAT, EXCEPT WHERE A LARGER EASEMENT IS SPECIFIED ON THE PLANS OR AS REQUIRED BY OCU.
ALL FIRE HYDRANTS TO BE CONSTRUCTED PER OCU DETAILS. VALVES SHOULD BE LOCATED BETWEEN TEE & BEND.
THE NEEDED FIRE FLOW (NFF) IS 1,000 FOR SINGLE FAMILY UNITS.
POTABLE WATER PIPE MATERIAL IS PVC UNLESS OTHERWISE NOTED.
FIRE HYDRANTS SPACING SHALL NOT EXCEED 500 FEET FFPC 6TH EDITION
3 5/28/19  RESUBMIT TO ORANGE COUN1Y
2 4/17/19 RESUB.MlT TO V\VCD
I 2/21/19 RESUBMIT TO VWCD
12/20/18 SUB,flT TO ORANGE COUNTY
NO. DATE:	DESCRJPT!ONS:
SUB,flSSlONS/REVISlONS
VERTJC.IL DATUM,	NAVD 88
RED CER IWGV-BI
D	1-6	G.V.lwso-JI
1-2" 8.0.

7

WM-12

C

FH. ASSEMBLYIFH-21

I " WATER SERVICE

SERVICES FOR FUTURE PHASE 2 LOTS

4" WATER SERVICE

1-/2"x/2"  TEE
1-12" 8.0.
NFPA 1 SECTION 18.5.3
PER ORANGE COUNlY TRAFFIC DIVISION LANE CLOSURE FOR THE OPEN CUT ACROSS INTERNATIONAL DRIVE WILL BE LIMITED TO 11 P.M. TO 5 A.M. IN ADDITION, ONLY ONE SIDE OF INTERNATIONAL DRIVE CAN BE CLOSED AT A TIME UTILIZING A LANE SHIFT.
SPLIT RAIL FENCE/ COLUMNS ARE PROPOSED WITH THIS PROJECT. HOWEVER,
COLUMNS AND FOOTING WILL NOT BE PLACED WITHIN 5 FEET EITHER SIDE OF
&	OCU UTILITIES.
ALL FIRE HYDRANTS SHALL BE INSTALLED PER OCU STANDARD DETAIL A203. THE HYDRANT SHALL BE 3-5 FEET FROM BACK OF CURB.

1-12" G.V.IWGV-11

& , ,"'
,
.,.;f
JOB NO.,	18-007
DESlGNED BY	CB
D
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
SCALE IN FEET,	1" = 50'
Project Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1

(,

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
WATER DISTRIBUTION PLAN

--::-+--_
33+oo  -

Sheet No.:

ll

CS.30

N 0 N

2	5	7

EXISTING I B" RCP

OPEN CUT PAVEMENT 96'x75' {SEE NOTE #6). SEE SHEU C7.00 FOR LIMITS OF MILL AND RESURFACING

9

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 ,vw,,.,.poulosandbennett.com
Eng. Bus. No. 28567

25'	0	50'	1oo·
Key I-.fap:
---------	SCALE IN FEET

r

- - l8++-0-0.	
Utility Legend
Exisnng	Ucilitr Type	Proposed
RECLAIM MAINS (RW)
_,a	SERVICE LINE	_,a

Consultant:
_..,_
GATE VALVE (GV.)

-H--
---+4--	TEE	---+4--

NOTES:
x, 
->-
BENDS REDUCER
x, 

9 11/12/20 RESUBMIT TO ORANGE COUNTY

E

IRGV-411-/2" G.V.
[R80-1l1-2" 8.0.
ffi

PARK P-1

IRWM-11
2"

RW-10

RWF-5

o'  L  E5r.tT

I

POND 48

12.0

sa_0
10' UTILITY EASEMENT SHALL BE PROVIDED ADJACENT TO ALL RIGHTS-OF-WAY WITH THE PLAT.

RECLAIMED WATER PIPE MATERIAL IS PVC UNLESS OTHERWISE NOTED.

SPLIT RAIL FENCE/ COLUMNS ARE PROPOSED WITH THIS PROJECT. HOWEVER, COLUMNS AND FOOTING WILL NOT BE PLACED WITHIN 5 FEET EITHER SIDE OF OCU UTILITIES.
ALL FIRE HYDRANTS SHALL BE INSTALLED PER OCU STANDARD DETAIL A203. THE HYDRANT SHALL BE 3-5 FEET FROM BACK OF CURB.

/

/
E	8 10/13/20 RESUBMIT TO ORANGE COUN1Y
7 6/09/20 RESUB;ITT (REVISED LAYOUT)
6 9/26/19 REVISE FORCEMAIN CONNECTION
5 8/30/19  RESUB6flT TO ORANGE COUNTY
4 8/8/19  RESUBMIT TO ORANGE COUN1Y
5/29/19 BID SET
3 5/28/19  RESUB6flT TO ORANGE COUNTI
2 4/17/19 RESUBMIT TO VWCD
1 2/21/19 RESUBMIT TO VWCD
12/20/18 SUB6flT TO ORANGE COUNTY
NO. DATE:  DFSCRIP'□ONS:
SUB6flSSIONS/REVISIONS
 VERTICAL DATUM:		NAVD88 
JOB NO.:	18-007
DESIGNED BY:	CB
D
POLYETHYLENE
ffi
/	DRAWN BY:
CB/CSL/JSK/TF
--	--=·:} ;	--cR,
RECIAIM WATER
SERVICE I" METER 72,655 SF
IGATION  AREA
CHECKED BY:	CB/CMB
APPROVED BY:	CMB
SCALE IN FEET:	111= 50'
Project Name:

"'
22-1-oo
I
r-

B" G.v.lRGv-11
1-2" 8.0. IR80-JI

C

---,0 -c---,

RW-9

SLEEVE {TYP)
{SEE IRRIGATION PIANS)

1-6" G.V. IRGV-2AI
1-2" 8.0. IR80-4I
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C

Jurisdiction:
ORANGE COUNTY, FL

a""

., ,,,
" •

I
"f:!

'' "

/
""	/
/
Sheet Title
RECLAIMED WATER DISTRIBUTION PLAN

B

-,J-+oo	, 

w
0

0

A

3
2+00	-----

----,-J_1+00 ----_
-,

,
JO+oo
/

/

/

/
/

/

/

I	/
/

..--  .	/

OPEN CUT PAVMENT JO'X/5'. SEE SHEET
C7.00 FOR LIMITS or MILL AND RESURFACING

EXISTING 24" REC/AIMED WATERMAIN
CONNECT TO EXISTING 24" REC/AIMED WATERMAIN  WITH
1-24''x12" WET  TAPIRWF-11
1-12" G.V. IRGV-11

Sheet No.:

0

CS.40

Poulos & Bennett, LLC
2602 E. Liv--ingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennerr.com
Eng. Bus. No. 28567
3	;
·

7
Key Map:

p

Consulrnnt:

  9 11/12/20 RESUBMIT TO ORANGE COUNTY 
,,	8
10/13/20 RESUBMIT TO ORANGE COUNTY
1 6/09/20 RESUBMIT (REVISED LAYDU'I)
 6 9/26/19  REVISE FORCEMAIN CONNECTION
 5  8/30/19  RESUBMIT TO ORANGE COUNTY 
 4  8/8/19   RESUBMIT TO ORANGE COUNTY 
	5/29/19  BIDSET	
 3 5/28/19  RESUBMIT TO ORANGE COUNTY 
 2 4/17/19  RESUBMIT TO VWCD	
	2/21/19  RFSUBMIT TO VWCD	
	12/20/18  SUB!ITT TO ORANGE COUNTY	
 NO.  DATE:   DESCRIPTIONS,	
	SUBMISSIONS/REVISIONS	
  VERTICAL DATUM,		NAVDSS
JOB NO.,	18-007
D
  DESIGNED BY,		CB
DRAWN BY,	CB/CSL/JSK/1F
CHECKED BY,	CB/CMB
  APPROVED BY,		CMB
  SCALE IN FEET,		N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C
r

Jurisdiction:
ORANGE COUNTY, FL

ffi
r '
0
Sheet Title:
UTILITY ASSET TABLES

Sheet No.:
0ro
fz
0u
z

D
u

zw
<

w
r
oc

w
z
w
0z
ouc
,,
w
oc
<
0

oc
<

0
0
ro. ro
-N-:..

ffi
"	cs.so
N

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803
N	Tel. 407.487.2594 www.poulosandbcnnett.rnm
s	Eng. Bus. No, 28567

Key Map:

,.

Consultant:

9 11/12/20 RESUB,UT TO ORANGE COUNTY
E	E	8 10/13/20 RESUBMJT TO ORANGE COUNTY
6/09/20 RESUB6UT (REVISED LAYOlll)
6 9/26/19 REVISE FORCEMAIN CONNECTION
5 8/30/19  RESUB,flT TO ORANGE COUNTY
4 8/8/19  RESUBMJT TO ORANGE COUNTY
5/29/19 BID SET
3 5/28/19  RE$UBMJT TO ORANGE COUNTY
4/17/19 RESUB;flT TO VWCD
2/21/19 WUBMIT TO VWCD
12/20/18 SUB6UT TO ORANGE COUNTY
NO. DATE:  DESCRWTIONS:
SUB,OSS10NS/REVISIONS
VERT1CAL DATUM	NAVD88
JOB NO.:	18-007
DESIGNED BY,	CB
D

ffi

C

ffi
D
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY	CB/CMB
APPROVED BY,	CMB
SCALE IN FEET,	N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
UTILITY ASSET TABLES

ll

)
AAAAAA AA

,,
Sheet No.:

0

CS.51
N

!",:;;; "  I;; 2C	j
t' , J, . <5-,i.
.0,
ro·
ro
0
-N·
3	5	r,	8
,.\\\;,d': ,!'.'•
. ':i,.C(;:,.	Poulos & Bennett, LLC
'f"\\ \	2602 E. Livingston St., Orlando, FL 32803
\J	Tel. 407.487.2594 ''-"'-'w.poulosan<lbel11.lett.com
Eng. Bus. No. 28567

STA. Io+oo.00 ST. A'

r

MATCH EX!STNG PAVEMENT STA. IO+ 45.68 ST. 11'
48-17
C/L STA. 11+00 (44.2" LT) TYPE 'P-4' C.I.
TE. 87.73
/NV. 77.09 (NE}

48-18A
C/L STA. 73+76 (72.7' LT) TYPE 'p' M.H
TE. 85.00
/NV. 72.0J (N)

J2' - J6" RCP
@ 0.09%

25	0	50	1 00 HOR.
-	1====31
2.5	0	5	10 VERT.
SCALE IN FEET

F
Key Map:

CROSSWALK STRIPING. SPECIAL EMPHASIS PER FOOT INDEX
17346
I'	87' - 78" RCP
I I	@ 0.30%
12" PVC RM

MODIFIED FOOT R3-8 IANE CONTROL SIGN. JO;(JB

6" PVC SLEEVES (TYP)

38

C/L STA. 14+0D (47.2' LT) TYPE 'P-J' C.I.
TE. BJ.BO
!NV. 72.00 (NE)
/NV. 72.00 (S}
87' - 36" RCP
@ 0.93%
GATED ENTRANCE SEE NOTE 4
I
(	POND 4A

CS-4A
TYPE 'H' DB.I.
/NV. 73.00
SEE DETAIL SHEET CS. 10

J }
86.34 £0
/
86.59	\W'-tV  I
I

\	3[
\

STA. STA.

18+5766 ST. A'
24+90.80 ST. 'B'

Consultant:

,, .
E	,1,,	I I
.,
.1,1 .I'	I	)
•,, /•·	I
I I
------------	\
I I I
\

9  11/12/20 RE.IUBMITTOORANGECOUNTY
E	8  10/13/20 RE.IUBMITTO ORANGE COUNTY
7 6/09/20 RE.IUB1ITT (REVISEDLAYOlIT)
6 9/26/19  REVISE FORCEMAIN CONNECTJON

OPEN CUT PAVEMENT 96'X/5'. SEE SHEET C7.00 FOR LIMITS OF MILL & RESURFACING
',' I
/• ,'	I
,;-•·' i /
•	I
82.32 EOP
I
I	I
I	I
I	I
I
I

48-18
C/L STA. I 7+00 (36.8' RT} TYPE 'P-4' C.I.
S  8/30/19 RESUBMlTTOORANGECOUNTY
4 8/8/19 RESUB1IlT TO ORANGE COUNTY
5/29/19 BID SET
3 5/28/19  RESUBMlT TO ORANGE COUN1Y
2 4/17/19 RESUBMIT TO VWCD
2/21/19 RESUBMlT TO VWCD
TE. 87.81
/NV. 76.85 (SW}
/NV. 76.35 (NW}

60' INTERNATIONAL OR/VE SETBACK
3D7' - 24" RCP
@ 0.20%	3A

12" PVC WM
--"

3' MIN. HORIZONTAL

POND 48
/
10'x20' PARKING SPACE
NOTES:
PROVIDE J' MIN HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT
J' MIN HORIZONTAL SEPARATION BETWEEN WATERMAINS/RECIA!MED WATERMAINS & STORM.
COMPOUND CURVATURES MAY BE USED BUT SHALL NOT EXCEED THE MAXIMUM DEFLECTIONS AS SET FORTH BY THE PIPE MANUFACTURER OR AWWA
12/20/18 SUBMJTTO ORANGE COUNTY
NO.  DA1E:  DESCRIPTIONS,
SUBMJSSIONS/REVISlONS
VERTlCAL DATUM,	NAVD 88
JOB NO.,	18-007
20' IANDSCAPE/PEDESTRIAN/
D	UTILITY EASEMENT (ALONG /-DRIVE}

15' TRANSIT
I
 48-20	
C/L STA. 74+00 (39.8' RT}
SEPARAnON BETWEEN 	
/Mt	UTILITIES & STORM

200' -  38"x60" ERCP

CS-4A-2
TYPE 48" F.E.S.
/NV. 68.00
STANDARDS, WHICHEVER IS MORE STRINGENT (ocu MANUAL SECTION 211J,
R4R-lvd•t,,--.--.--.--.--.--.--.--.--.--.--.--.--.--.,... ,.--._,... ,... ,... ,... ,... ,... ,...	D
ELECTRIC GATES SHALL 8£ £OU/PED WITH CL!CK2ENTER SYSTEM, BATTERY
BACK UP AND KNOX KEY SWITCH FOR ACCESS BY EMERGENCY VEHICLES IN	<
DESIGNED BY,	CB
DRAWN BY	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
EASEMENT
TYPE 'P-J' C.I. TE. BJ.46
/NV. 71.19 (SW}
!NV. 71.47 (NE)
48-21
TYPE 42" F.E.S.
/NV. 69.50
@ 2.50%
E EVENT OF AN EMERGENCY GATE OPENING(S} SHALL BE A MINIMUM OF 20< FOOT CLEAR WIDTH TO PROVIDE ADEQUATE ACCESS FOR EMERGENCY VEHICLES
18.2.2.2 NFPA 7 (FFPC 6TH EDITION, 2015)) AND ORANGE COUNTY DINANCE SEC. 34-290/.
APPROVED BY,
SCALE IN FEET	1" = 50'
Project Name:
!NV. 75.74 (SE)
87' - 42" RCP
@ 2.20%
Street 'A'
,.  ,.  .,	
,.  ,.  ,.	,   -
,  ,../
GRANDE PINES
8+50
9+00	10+00	11+00	12+00	13+00	14+00	15+00	16+00	17+00	18+00	19+00
ORANGEWOOD
105 -----,- --+-- -	--+- - ----+-------f--------+- -----+--------+--------+--------+-	- ----+-------f---105
104	--+--I---+--+---+--+---+--+---+-	-1---t----+- +--I--+---+--+--	1	104
103	·I-	103
N-2PD PARCEL11D
102	1---+--l---+-'>c-+---+--+---+---H>s-+---+--+---+--+---1---+-------,f	+-t--
1-	102
PHASE 1
100
I I	I I	l  .
•100
99	---jl---t---t--;Icc-f---t---l---t---,-I>-e-+---+--+---+--+---1---+---+--+---+--+---+--+---+--+---+--+---+-    --+--+---+--·1---+--+---+--+---+--I+---+--+---+-------,fl'  e-,----+--1	99
98	--.l----c°:'J::!,>--+---+---1---+--+-°'
l  C.O	98
C	97	----I'.-	co I
t-- -
4\  c:,
t- "'<iC)----+-f--	97
96	1
-  --,-<o1-,--l--'l-~\c)l----j----l----t---l----t---l----t----jl----t----j----t----j----t----j----t----j----t---l----j----c----j----c----j----c----j----l----t---t-_-_-, --c-t--•-s,,"<e-l -+-f--	96
95	I
I"-0
-·	I
,--J
	 --	'
94	+---+--1---+-,l-+---+--C---+-"t	: -+-':j::-	----.,-- -c.....+•--+---+--k '$; ;---,	94
93	+---+--+-----t--11-1----t---c----t--	C"J	::    --+--+---+--+---+--+---+--l---+--+---+---1---+--+---+---+---+--+---+--+---+--+-----e-==----·  ------	----+---+--•G:l...Q_ ,--	93
Jurisdiction:
ORANGE COUNTY, FL
92	", ---  •--+--+--1--+--+---+--+--IC1C)
t----l~r.---. -+--+---+--+---+--+---+--+---+--1--H-"a; ,,:i"','PfRfOVINDE 1S2E"WEMRINs. o£RtTf.OSEPM.
-·'-'-1----t---1----t---t-----t---t-_-_,-  ...(.:c.----
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1	92
91	;...::cH---1-	-•1--+--+---+--+---+--+---+---I--	1---1---1- -AND-WM.&-RW-TOAi---+--+---,---1-----, --	,f--1--+--	91
90	OP-\	u-, l)_j •	,_	,	_,	90
89	+---+---+--+--'c-t---+---+---\f	11--+--- i--+--f----+--P_R<+--P_O_S:_[D-+-G_RA_D_E-+h-,\-56'---=-8 -pvc'".---1-+---J+-1-_I ? •	a ·,-P·_ io.,,&  	+---+-----+-_-_-_+_-_-_-_-=f-- ----_'  -+----+--•,---+-------+--+---,---\--- ----\--f---1--  --	89
88	1-t---·l--t- "'l "'---+--+----t----n=,;o---;='ir""'H-t-@-  ·58w	@ -l}.:_32%	'	72"'--Rt 	-	88
87
86	, =+--'---c=X""IS/I  24 RM	\	-	7°' ti:,-+-	I	,	··1	-1---t---1	86
Sheet Title:
PLAN& PROFILE
85	£OP,-,	t TpP OF f'IPE,	.60	t	_	, ,	\	,	I	1	,,	•Hmr-t---,	85
:	\	--	-c	j t--10·3· _-	72 RM	'	\  '	"'-,,  ',	u. ',,L'...,_ (	\[1lci-=		/?" WM l	et	§	t	'" j	:;
,.,	---"(--	.......
'7--  . ·5%	1	I	,	i::	L	- · _,
--p	(
Sheet No.:
82	-4-	_	1	(\	,-I---	t---	_	"==l9	I	1--1-	82
s1	i--+-+--,---+--+,--+-1--cLr,1"'2"R --\	 --+---+--+----1-_-_-_- --+,...,_"",_-_-_s1-_- 1 =c--"'1 ----=- -C-C- - -- -±c--=-~- -1, +--1--4= 	- c----1-----''--''"4---+_,1---- "t=+, ==i1==t1- 1- -	11--r I	s1
C6.00
19	j	:-ii,	,•	I	'	-	-.b	,	----
-	I	,_ ,	t	-t.S"	80	fl
ESHWl----1--- -'-+---+-- ESHWI	++W--f--+--f--....;..   =:c=-..-+--h	79	0
78	eONNH,er T/J·c6X!STING -	I•'•	I-	' I  --- II
a.ES I-	-	-	1	' -	I	78	N
I	0
11	i4" wM rep o	l\i
'	'•	'./i--"-Js-7JENb	: 1 \	•	•	-	24-"-ReP	i	,
,, P""	---it '=f==--	77	N
76	1---+----Pi,  7f!.B7,	l\
' \	U ,,->-	•	·\---	~	---t---,rr-/
1	1	2391
8 1 ,	-1	76
75	•	1  1	\
45'...BENQ
/j	\	,,	1
1
'--	c1'  Dr"D	/	I
1	1	1
--&:-3: 1	•	I	t	1	-- 75
7 4	, ,  ,	I	L7'8" RCP	72" ivM-	- II	218'	8" PVC	• '<j'	/,	'I
1
1	7 4
7 3	==,- = : '---.,.1	1-' 1_ _=_-1-1-_- _- _'-1-_1-,,./_-:
,1- 1- ,-=.-:,":.-=.-=.-=.-:,":.-=.-=.-=.-:,'=.,-=.-=.-::-+--+--+--++--_-_-_----1-+--_-_-_----1-+--_-_-_----1-+---_- 1; :B;,ll == -= -+-r, {---1'-J_C/J_-1 r::   -+-"@"--'a"l'"3"'2"'%
'--+--+--+--++--+--+.-"-'+	1--"RO"o',i;"ii,N. ,,a
s,P. >--J.E\--t-----l	7 3
72	PB 110 /N f'.Jl[flL..EEE _;	.
--	,.f .:.J· YM  - --+---+--+---+---+---+---1--
-,.,.,_h_
-I \'J-/'1'+---+0--
I ,I --,.-16-_"--8.C
- -BE:rWffN WATER- OTTOM--
=-novrorrr•nN R' sr· -+----+-1,-,,-[)1--- --+---1-	'AND R[CIA_M _mP _  J""-1.!'.-----1---	72
Bt. ffN Ex1s·Ne STORM,	/	1
71	-ANl ·REUSE--B TTOM-AND	"
-Li	-...J	2" R"P	,...	,. ''"'	" "·.,'--+----l---''J,.,,,_l---l-'--+----1--1'--l- - Pf?OVIDE: 12' MIN. vrnrl SEP,	--...:.
--  ---	-	--_;.1JU,i£:...---l------'!tl,Df££tLY!Ml...s£!:l'fR...B.fUQ!,i	I	Bt!rwffN SEW[R BOTTOW =---1--.+--,---I--.+-----\	71
I"'
'/,\ WAT.R TOP	\	£X/ST/NG/	":J...	Ct::	::::l.,	A D STORM OP	-....,	A'm <::TDRM r-np	s::;i	-::........	70
69	l---+----+-cc--ci--= 1=-'-1/_l---\ -- 1 8t--"" R=C=P_'t---1--+--+---+--l---l---l---+--+-'-l	 >+----+-12-!-.---f- -:L--:::----:'=:E---I ---+---f----+--+--+---,----2- --'f::,. ::--;,,•_ -+-- 1--+--+---+---+---+---+- !-o-	'-.:..	69
PRO ID[ /8" M/fl. V[RT. S[P. _,	/NV 77 d6	I	,<.	--..::..	-::-- -:---.. '-C-	'cl-I  --....	to	L<c,
8c	1---+---B,E'Tli[EN-WA-TER,-BerreM	·7'--t---l---t---l---t---l---t---i--   c6--''9---+---=--+•=c--l--'»-J.)-l.JJ	-f-	N	r,...;-cr"'i""'-	68
w .	,---8,-,_AND rx1sr1NG [WER TOP	\	C)	0)	to	-  '-=- N--..	'"	....r	l.{)	Q::l s;::i ""t-
iz;J
67	-	LExisT/NG !2" SAN·T,-"AR-Y G<AV/TY WN	:::i	8_	c,;	15-a -;;	- --:;;;_;:\--r--1  J8"x60" U?CP	"'0, <o"'"'"	67
a:	66	+--  --+---+--+---+--+---  /Nccv.F·_"o'c-_4	I	l	;..	 		                 C)   :)  	"f	-          -		"-	11 	66
62	1---+--- -t-- -	-+---1--+---1--+---1--+-  -+--+-  to-1-a	--+---1--  - --+--+---+--+--:::Sl,-.--<:-;2::-<	62
:::::.:	>-Jr	=-.:-
61	-+---+--+---+--+---+--+---1---1---+--l---+--l---+--'k    --..	•1-:-::::::..	:s_G	;::_	-(Y·it:::-<':::- c--+----	-	+---+----t---+----+-- - -	61
60-+	t	l
+	+-
+	+	·
+	+	+	+	+	t
l	+	+	+	.c
:_q.-:i-'i-+...:
l	( ''!-l!<.:J:
'-.li--..-.::-::.-  lI
+	+	+-+	+	+	t
1'	1-- -+7
+	+	+-+	-l
l	+	+	l	+
1-60

0
£:-.
N

9+00

10+00
2

11+00

12+00

13+00

14+00
5

15+00

16+00

17+00

18+00
7

19+00
8

Poulos & Bennett, LLC
2602 E. Livmgston St., Orlando, FL 32803 Tel. 407.487.2594 1vww.poulosandbennett.com
Eng. Bus. No. 28567

For Cont. See

48-11
C/L STA. 24+08 {17.5' L) TYPE 'P-4' C./.

STA. STA.

24+90.80 ST.
18+5766 ST.

4A-16

8

4A-13
TYPE 36" F.E.S.

9

25	0	50	100 HOR.
_..liiiiiiiiiiiiiiiiiiiiiiiil=l====31
2.5	0	5	1 0 VERT.

Key Map:

SHEET CB.Of
Sheet CS.00
T.E. 86.58
/NV. 77. 15 {W) 1
!NV  76.65 {E)
Pot Cont. See
Sheet C6.00	g
3
· ...:rYPE--18''. FE.S­ INV 71.00
/NV. 7_0.00
SCALE IN FEET

I
-----+----s,s---+- ....-------
--+---s·sg

-•---..---".s:---------4,;:------

STA. STA.

I
23+49.53 ST. 'B' =	I
15+7748 ALLEY 1	I

C/L STA. 24+08 {17.5' R)
TYPE 'P-4' C./. T.[ 86.58
/NV 7719 (E)

J' VALLEY GUTTER

For Cont. See Sheet C6.02

4A-23A

\

4A-15

4A-12
C/L STA. 29+27 (43.1' L) TYPE 'J' M.H.
T.E 84.75
/NV. 75.80 {NE}
/NV 77.80 {NW} -- 24"
(BRICK FOR FUTURE CONNECTIONS}

86' - 18" RCP
@ 8.00%

Consultant:
C/L STA. 22+68 {17.5' L) TYPE 'P-4' C.I.
T.£ 86.62
"	!NV 81.89 (S}

J' MIN. HORIZONTAL SEPARATION BETWEEN
unL1n,s & STORM
/NV 77.69 {N)
34' - JO" RCP
@ 0.27%
TYPE 'p' M.H. TE 84.75
/NV 76.00 (W)
!NV 15.50 {E)
C/L STA. 28+13 {17.5' L) TYPE 'p' M.H.
TE 81.87
!NV 77.91 {E)

9  11/12/20 RESUBMJTTOORANGECOUNTY
C	8 10/13/20 RESUBMJT TO ORANGE COUNTY

J5' - 18" RCP
@ 0.34%

48-7
C/L STA. 22+68 {17.5' R) TYPE 'P-2' C./.
TE 86.62
!NV 8177 {N}
!NV 7798 {W}
!NV 77.98 {E)

BEGIN ROADWAY CONSTRUCTION STA. I9+95.26 ST. A'

TEMPORARY CUL -DE- SAC WITH 2" GRAVEL & 10" STABILIZED SUBGRAOE TO 95% MSHTO MODIFIED PROCTOR T-180
*
I
: Jf
I  I
I f
I I I I I
·1
I

24' PVMT
 l	

. i
C	I
48-9
C/L STA. 23+56 {17.2' R) TYPE 'p' M.H.
T.£ 86.83
/NV 77.78 {W)
/NV 77.78 {S)
77' -- JO" RCP
@ 0.26%

278' - JO" RCP
@ 0.13%

48-5
C/L STA. 19+90 {17.5' R) TYPE 'p' M.H.
T.E 88.83
/NV 78.35 {E)

STA. STA.

END ROADWAY CONSTRUCTION STA. 27+03.80 ST. 'B'

26+66.80 ST.
25+25. 16 ST.

NOTES:
PROVIDE J' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY SEWER ANO EDGE OF PAVEMENT.

7 6/09/20 RESUBoflT (REVlSED LAYOIIT)
6 9/26/19 REVlSE FORCEMAIN CONNECTION
5 8/30/19 RESUBMIT TO ORANGE COUN1Y
4 8/8/19  RESUBMIT TO ORANGE COUNTI
5/29/19 BID SET
3 5/28/19  RESUBMJT TO ORANGE COUNTY
4/17/19 RESUBoflTTO VWCD
2/21/19 RESUBoflTTO VWCD
12/20/ 18 SUBoflT TO ORANGE COUNTY
NO. DATE:  DESCRIPTIONS:
SUBoflSSIONS/REVlSlONS
VERTICAL DATUM,	NAVD 88
JOB NO.:	18-007
 OF.SIGNED BY,		CB 
D
DRAWN BY:	CB/CSL/JSK/TF
 CHECKED BY:	 CB/CMB 
 APPROVED BY,		CMB 
SCALE IN FEET:	t" = 501
TEMPORARY 115'X67' EASEMENT--......
I /
--------	"	,i JJ	GRAVITY MAIN AND MANHOLE 4
4 0---1{9;	BEYOND PHASE I LIMITS IS
Street 'B'
3' MIN. HORIZONTAL SEPARATION BETWEEN WATERMAINS/RECLAIMED WATERMA!NS & STORM.
Project Name:
GRANDE PINES
L
19+50
20+00	21+00
22+00
'	ff,)c\.!/Ql;f\
23+00	24+00
pRfVATE UNTIL PIATTED {TYP)
25+00
26+00
27+00	28+00	29+00	30+00
ORANGEWOOD
105	t	t
+	-	,
+	+	+
+	+	+
t	+	105
N-2PD
104	t-----<o---+--+--+--->---,-+---+--	j	-PJ  STA  12+_4_7_--1J4--+--+----+----+----+--+--+----+----+----+--+-----+----e-----+--t----+-----+----+----+--t----+-----+----+----+--f--+-----;--+------"	l04
103	1---1--:C'-J-l---+--f---+-----+--f--+-----+--l	'--Fir/-EL[Yi·-86 J.
I	103
PARCEL 11D
102	•·~'	K:·-lf8',1-+--+----l--i--+--+--+----l--i--+--+-	J_--f---+--+-+---+--l--+--+-+---+--f---+---i--+---+	102
101	c,;	Lvr;,--1r000	"'	a-+----+-----+--+---+--+-c:;1-+--c	101
PHASE1
"-+- R	.	I	I	-	:-i
....._	O') ':--" ]-I, ..;i.,.	1.//	0)
.	:::
C.0	r-...•	I
·•100
99	1---1
 -lcfi0--r--+--'--+--r--+--t--- --HJ '-P-T-liLev'. 86'48--t,  ,,	'; ,--+--f,'l""l- t---+--t-'-4- "I	
I	·<a"	:j'. "I-	--	-	99
C	:	r---
1
f--b'.:::')lc6j--r--+--r--+--r--+--r--"'
----/	r:--...i. -'1•"',,·,---t--+ ;-::. -=--=--=--=- -=--=--=--=- --'11"',,·!----+--+---+--+---+--+-e-"',1 ---  -+---+-_-- +_--+---+--+---+--+---+--+---+----'	C.
6	t---+-- =l,f,----r--f---+---f---+---f---+--; 1'"+'"'---+--+	+-:'·- .-JJ - 7I -
9
' ---
-°'--
; ;"'v _:--,.-·-+---~--~--- ;. -
oCi
._tC-C-) +--,-,'+1 ---+-'--', .,-. +---+--+---+--+---+--+---+----'	9 S
1
94	-+---H--+---+--+---11--  ,1----s;:	:rs: :s::	-1-	-r--:3;::s:: --+---+- "r•=-.:c_-_+---+--+  :--.J-	1	1--+--t----f,,	94
Jurisdiction:
1 I	-	------	Vl.,J c	lei -b.  ,'	'	'  +--+----+--t---t---+--+	i
93	+---<1---+---+---l----lt---i'-;--Q_Q._-j---lQc_ Q:-+---+---+--•Clc1,r,"1----t---+--t--·-\--, --+--f-et ---( Q	+-- -- - '\	93
92	f---+- :-H--+----t--+----t--+----t----1---11---1---+-	--,,'•c+--l--+---t--l--t----1 --f--+--+---1----+---t---t--'\-	,   --+----1·-l---  ',+---+--t---+--t---+--t---l	92
ORANGE COUNTY, FL
91	--+-l  -H---t----+---t----+---t----+---t----11---t--	/ !
-;: ,-
'.	,
\	,
---r' \	91
90	r--...	/	0)	::
\	, '	' ...._1	I	I	+  90
Sheet Title:
89	'===r-1 :::::::i:::.:::=i::::=1 Yci l==i==l==11=;::1r-:-:::	+ --	- --<---l--1·1-+---,- -1-H---<----t--+--<---•---+---t----1---,,.,--+--,-+--_-_+L, ·-t---+--+---+--+--c+~---=-- -cic-=-=-- -°'-t  :c_c-_-_-,. _-_-t---t-,--,	89
PLAN&
88	11----1	· -Qj 3%	--r-··•,,,	-----	l-+--l--t----l----+-l-l--f--+---+--t---:''r--+-  --cl~-./---·  -1--11--+---+--t---+---+--f--+---+--f-----  -  --~-~-~--=-=--  ----1-	88
87	-:::- - ---;- - -=- -1:.:.-= j -- 	
',	,-,---------	i---	o.J\Z%	D,49%	-0,JO%
o -30%-+---+,'·=------,_-_- -\-f,o:3zoJ,r--+--+--+--+--+---+---+--+--+----c+-----,	87
PROFILE
86	-	vn	'	_ _,'	II	8"  u-	•	·:-,	12"Rw-	•	8" M-  I	8"WM-	'	'	86
85	'-,/	11	I	8"RW7	!	85
84	-
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1-	84
83	'-	"		t-----+--f- .-,.c.+: _.-e ,,;'1 w- '--l--·-+n i-,--'·+·--4_-1.c++c:+c:-=tl1•-1q==pl' 1-t1·:- ,	-E='=I:.1-  ---7S" ---1---+---+---1---+----1--+---+---1---1-,--+----,	83
82	-	@ O.t&i/6..'	; 7 I	• ....._	I 1'	'-+?i:1-1--t--+--+----t-\t-r lr=Jj'\::j:::==J==''-J_		j	  k-+-+--+-_Jf---+--l-'-----:+1   ---==--c..1	82
81	1	1	,	_	,	,	,	/	1	--.... -<07,--i----i l,=-+;!-J"JL\-\ 'N!. =:i;: ;r o;wJ-='l,,-=f1:. hsH==wt==+==1=_=+:=If3-F-	?6J'	q" PVt	1	,	-
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73	-l---+---f----+---t----+---f----+----il--_'  -n:r-	'\. ,. PROI DE /8" M\'v. VERT. ifP.
'17	-	f;,-7)	----1---I	73
72	(4-T
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.
POULOS

0
..-:-:-·
N

20+00

21+00
3

22+00

23+00

24+00
5

25+00

26+00
(,

27+00

28+00
7

29+00
8

30+00
9

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 2B567

'	'	7	I	"	'

F

E

-	

C

...

Key Map:

L

Consultant:

9  11/12/20 RESUB1flT TO ORANGE COUNlY
8 10/13/20 RESUBMJT TO ORANGE COUNlY
1 6/09/20 RESUBMJT (REVlSED LAYOU1)
6 9/26/19  RE\/lSE FORCEMAIN CONNECTION
5 8/30/19 RESUBMIT TO ORANGE COUNTY
4 8/8/19 RESUB1ITT TO ORANGE COUNlY
5/29/19 BID SET
3 5/28/19  RESUBMlT TO ORANGE COUNlY
2 4/11/19  RESUBMJTTOVWCD
1 2/21/19 RESUBMlTTO VWCD
12/20/18 SUB1flTTO ORANGECOUNlY
NO. DATE:  DF.'iCRIPTIONS:
SUBM1SSIONS/REV1S1ONS
VERTICAL DATUM,	NAVD 88
 JOB NO.,		18-007 
DESIGNED BY,	CB
 DRAWN BY,		CB/CSL/JSK/TF
 CHECKED BY,		CB/CMB 
APPROVED BY,	CMB
SCALE IN FEET,	111 = 501
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
PLAN &
PROFILE

Sheet No.:
C6.02	&
B	" 	
N 0 N

-

:\

I	I	I	I
I	0	I	7	'	8	I	9
Poulos & Bennett, LLC
2602 E, Li\llngston Sr., Orlando, FL 32803
Tel. 407.487.2594 www.poulosandbennett.com Eng. Bu,. No. 28567

5
Key l\fap:

F	F

Consultanr:

9  11/12/20 RESUBMJTTO ORANGE COUNTY
E	E	8  l0/13/20 RESUBMJT TO ORANGE COUlffY
7 6/09/20 RESUBMJT (REVISED LAYOUl)
6 9/26/19 REVISE FORCEMAIN CONNECTION S 8/30/19  RESUBMJTTO ORANGE COUNTY
4 8/8/19 RESUBMIT TO ORANGE COUNTY
5/29/19 SID SET
3 5/28/19 RESUBMJTTOORANGECOUNTY
2 4/17/19 RESUBMITTOVWCD
2/21/19 RESUB;OTTOVWCD

12/20/18 SU8MJT TO ORANGE COUNTY
NO. DATE:  OESCRIP110NS:

SUBMJSSIONS/REVISIONS

VERTICAL DATUM,	NAVD 88
JOB NO,	18-007

	 DESIGNED BY:	CB
D	D
DRAWN SY,	CB/CSL/JSK/TF

CHECKED BY,	CB/CMB

APPROVEDBY,	CMB
SCALE IN FEET,	111::: 501

Project Na.me:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
PLAN&
PROFILE

B	II

A	A
Sheet No.:

C6.03

2	j	5
Poulos & Bennett, LLC
2602 E. Li, ngstoo St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No, 28567
8

Grading Legend
Symbol	Descripcion

20'	0

20'
 I
SCALE IN FEET

40'
 I

8
Key Map:
X /00.00

J8I: 104.00

!12§£
EXISTING SPOT GRADE PROPOSED SPOT GRADE EXISTING FLOW ARROW EXISTING PAVEMENT SLOPE
PROPOSED PAVEMENT SLOPE
II	-	-	=1?
I	¾,_	,
F
-L-==-----------=---= - -=- -== ------------ -----------
EXISTING MANHOLE
T.E. 83.06
NE INV 70.67
SW INV 71.08
_ _ _ _ _	NW INV 71.62
------------------------

82.92

-------- --------
PROPOSED 12" REUSE MAIN	t
-------- --------		I 

I I I I
-Y -"!",-1-------
	I

LIMITS OF MILL AND RESURFACE
---	---

ill

81.64

81.90

82.98
'Consultant:
--- _j -------

s1.s9	s:	

--1.	,._,.

83.17

I
'	I
'''	-1

81.86
81.69
81.36
-	8-1 73
-

82.08
82.06
I

82.30
- -1---

83.0B
82.92

82 53

-	-

9  11/12/20 RESUBMITTOORANGECOUNTY
8 10/13/20 RESUBMIT TO ORANGE COUNTY
_, '	_J
'

ADJUST EXISTING MANHOLE EXISTING TOP 82.89
EXISTING 12" SANITARY SEWER
-	ill
EXISTING 24" REUSE MAIN &	-
1;:
7 6/09/20 RESUBMIT (REVlSED LAYOU1)
-
''	I
8

82 14
282 LF OF TYPE "E" CURB
&
REVISE TOP 82.36
I
- APPROXIMATE LOCATION	-
6  9/26/19 REVISE FORCEMAINCONNECTION
5 8/30/19 RESUBMIT TO ORANGE COUNTY
4 8/8/19 RESUBMITTOORANGECOUN1Y

.78
83.19

83.20
s2.85 I
83.09	I
..,.i.ri.,.. I 	

82.52 82.62
'.\.i:i'\
82.25
82.59

83 32
5/29/19 BID SET
3 5/28/19  RE.SUBMIT TO ORANGE COUN'JY
2 4/17/19 RESUBMITTOVWCD
-	"1!!.9'!""
82.50  .='e	I
l'	I
I I

82.30
-

TURN LANE PER

82.24
I
T

q35%	s2.:,s
-	-

86 LF OF TYPE "E" CURB
-

-	-	-

83 09

-

82.79

-
2/21/19 RESUBMIT TO VWCD
12/20/18 SUBMIT TOORANGE COUNTY
NO.  DATh  DESCRIPTIONS:
SUBMJSS!ONS/REVJSIONS VERTICAL DATUM,	NAVD 88
JOB NO.,	1s.001
D	I	-	-
FOOT INDEX 301
PROPOSED 12" WATER MAIN	&
-	&
81.61	:	81 39
-----WM-----WM---s "-	I
r.:;:,!':I ----WM----L--WM-----	-----WM-----WM---  W	81.72
--
82.17	----- W .--90--WM---	-	-	-	-	-	-	-
81 40
-	-	-	-	EXISTING 24" WATER MAIN
15 LF OF TYPE "F" CURB	/	APPROXIMATE LOCATION	83 50	_
I	.	• I		 l	_ -WM--- --   WM---	84  22
82.23
82.00
M
--WM-----WM--	W
82,01	---	M----- WM-----WM	WM--
------'V'---	s: 1.
81 7:;/...-	---WM-----WM-----WM-----WM-----WM-----WM-----WM-----
--  WM----- WM----- WM-----WM----- WM--	83.21
=-	w -3:-_0}
-WM-----WM---	8426
WM-
- - WM-
ProJect Name:
82.41
82.32 82.03 EXISTING ROAD BEGIN SUPER
ELEVATION TRANSITION (APROX)
83 28
83.34

PROPOSED 12" WATER MAIN
. 83 91

50	100
&	SCALE IN FEET
GRANDE PINES
ORANGEWOOD N-2PD PARCEL11D PHASE 1

NOTES:

ALL PAVEMENT MARKINGS (711-001) AND REFLECTIVE PAVEMENT MARKINGS (701-001) SHALL COMPLY WITH THE LATEST EDITION OF THE FDOT STANDARD PLANS FOR ROAD ANO BRIDGE CONSTRUCTION.
ALL SIGNS SHALL BE MUTCD COMPLIANT.
ALL LANDSCAPING OR ANYTHING PLACED WITHIN THE SIGHT LINE

ill

PROPOSED R1-l 30"X30" STOP SIGN AND 24" WHITE STOP BAR
116 LF OF EXISTING SIDEWALK
TO BE REMOVED
PROPOSED CR-F SIDEWALK RAMP PER FOOT INDEX 304.

I	SIGHT DISTANCE PER F.D.O.T. FOM CHAPTER 2, EXHIBIT
I		212-7. SIGHT DISTANCE 690' FOR A DISIGN SPEED 50 MPH. NO LANDSCAPING, WALLS, OR STRUCTURES WITHIN
THE LIMITS OF THE SIGHT DISTANCE PATH THAT WOULD
I	OBSTRUCT THE VIEW OF ONCOMING TRAFFIC.
I
I	EXISTING TYPE 'F' CURB
\ \	Llfl ST4T!ON ocu.
\	LS NO JJ70	"-
\ \	,.."'	ffi
\
\
\

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
TRIANGLE SHALL COMPLY WITH THE FOOT FDM CHAPTER 212
REQUIREMENTS.

CONTRACTOR TO MATCH EXISTING PAVEMENT
& CONSTRUCT PROPOSED TYPE 'E' CURB

EXISTING SANITARY MANHOLE TO REMAIN.
BOTH SIDES OF INTERSECTION.
I I I I I I
I 100' ROW
EXISTING SIDEWALK
EXISTING TYPE 'E' CURB_
OFFSITE IMPROVEMENT PLAN

Sheet No.:

B

WM- --
' -' ---------------------------------- ----------
C7.00

N 0 N

w	\
'fl
I
llmernatio

. ._. _ - _ltj\JI--
- INiJI-,,..
-	.-,,1 -
.,...
.
i:] z 0:
a	.,
i	'
I  '

•	.,...

"·"

"·"
"

\	EXISTING EDGE OF PAVEMENT
\
SEE PAVEMENT ABUTMENT
I	DETAIL SHEET C7.01
I	'	SIGHT DISTANCE PER F.D.O.T. FOM CHAPTER 2, EXHIBIT
1	212-7. SIGHT DISTANCE 690' FOR A DISIGN SPEED 50
'	MPH. NO LANDSCAPING, WALLS, OR STRUCTURES WITHIN THE LIMITS OF THE SIGHT DISTANCE PATH THAT WOULD OBSTRUCT THE VIEW OF ONCOMING TRAFFIC.
ill
DIRECTIONAL ARROW AND PLACEMENT PER FOOT 711-001

PAVEMENT STRIPE. 6" WHITE, SOLID

PAVEMENT STRIPE. 6" WHITE, 6'-1 O' SKIP. BOTH SIDES OF MEDIAN
OPENING

EXISTING INLET TO REMAIN PROPOSED CROSSWALK
EXISTING 24" REUSE WATER MAIN APPROXIMATE LOCATION
&
EXISTING 24" WATER MAIN &
APPROXIMATE LOCATION

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567
2	7	9

'	,	'	'	I	5	I	I	'	'	9
Key Map:

F

iSi----------------------------/2O' ROW	,;,:
0

-REMOVE EXISTING PAVEMENT (12" MIN.) SAW-CUT

5'	/2'

-
225'
I  I
PROPOSED
! 2' TURN I.ANF	J4'

I I
2'
,/7'

NEW ASPHALT\	/	EXIST. AC SURFACE COURSE
NEW BASE ,•■----111■1--=	= = = J EXIST. BASE
""	_-:[
NEW COMPACTED--l	I	EXIST. COMPACTED SUBGRAOE I --.._		 SUBGRADE

Consultant:

1

CUT BACK EXISTING BASE - WIDTH­ VARIES AS REQUIRED TO PR0"1DE
A CLEAN EDGE OF SOUND EXISTING BASE MATERIAL (FILL VOID, IF ANY,
E	WITH PROPOSED BASE MATERIAL)

NOTE: CONTRACTOR SHALL APPLY A BITUMINOUS TACK COAT WHERE NEW ASPHALTIC PAVEMENT ABUTTS EXISTING PAVEMENT

9 11/12/20 RESUBMIT TO ORANGE COUNTY

8 10/13/20 RESUBMIT TO ORANGE COUNTY

!YPF £' CURB ANO CUTTER

ASPHALTIC CONCRETE FRICTION COURSE (SP !25) (TRAFFIC C) (FC-/25) (15')

0SUPERPAVE ASHALTIC CONCRETE (TRAFFIC LEVEL C) (INCLUOINC 1i'/CK COAl) (J')

SOIL CEMENT BASF (Pl.ANT Mix,) (PRIMED) (JOO PSI) (!O')
PAVEMENT ABUTMENT DETAIL
N,T.S.

7 6/f19/20 RESUBMIT (REVISED LAYOUl]

"°	 @
!YPF B S1i'IB/LIZFO (MIN. LBR 40) (12 ')

 TYPICAL TURN LANE ROAD SECTION (120' RO

 VERTICALDATU11'	  NAVD 88 
 JOB NO.,		18-007
 DESIGNED BY,		CB
D
DRAWN BY,	CB/CSL/JSK/TF

 CHECKED BY,		CB/CMB
APPROVED BY,	C1ffi

 SCALE IN FEET,		1" = 201
Project Name:

f,?1--------------------------  /2O' ROW	iiS
-	PROPOSED
! 2' TURN LANE
fMRIFS
/2' I.AN£	! !' I.ANF	!!'  I.ANF	! ! 'LANE	I!'  I.ANF	/2' LANE

C
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

C

Junsdiction:
ORANGE COUNTY, FL

-
ASPHAL1!C CONCRETE FRICTION COURSE (SP /25) (TRAFFIC C) (FC-125) (!5') SUPFRPAVF ASHALTIC CONCRETE (TRAFFIC LEVEL C) (INCLUOINC 1i'/CI< COAl) (J')
SOIL CEMENT BASF (Pl.ANT Mtl) (PRIMED) (JOO PSI) (!O ')

!YPF B S1i'IBILIZFO (MIN. LBR 40) (!2')
B
Sheet Title:
_ OFFSITE IMPROVEMENT DETAILS

Sheet No.:
B	C7.01
,,,uuu,	N
,,,',,:I\ii\ 'M. ,,,,,,	0
....:,'
<':, ..•••u••••..

µ.J	N
f	....··vcENsj·•...
®	:: '-' :  No. 67547 ,
_
-;,l
Xr" ,
c:::0 0
:i 8 D
= *:	*	:*'
<ci  E
zz  0
-	TYPICAL ENTRANCE ROAD SECTION (120' Rows
'; ••	STATE OF .'
--	•• .<:-.	••
-  "::.	•••. tQR\0 .••
' ;\-
r	>
f;i ii; 0
"	4.
..,  iS'	,,
ONAL	\""
l/1111I 1111\\\\

,\
u	'f-"<
"C'l

0
N
/,
N
I	2	I	'	4	'	5	'	'	7	'	'
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbcnncn.com
Eng. Bus. ND. 28567

7	9
Key hfap:

TEMPORARY STABILIZED CUL-DE-SAC SEE
SHEET C5.20 AND C6.01
TEMPORARY STABILIZED CUL-DE-SAC SEE
SHEET CS.20 AND C6.01 BODY ENVELOPE

TEMPORARY STABILIZED
CUL-DE-SAC SEE	F
SHEET C5.20 AND C6.01

FRONT TIRE TRACK

BODY ENVELOPE
•

CENTERLINE

- -

AERIAL TRUCK

6.,
FRONT TIRE TRACK

l

CENTERLINE

dv,	

PLATFORM TRUCK

- -

BODY ENVELOPE

FRONT TIRE TRACK

CENTERLINE

PUMPER TRUCK

ffi

FUTURE PHASE 2 \
(19-5-007)

Consultant:

 9  11/12/20  RESUBWT TO ORANGE COUNTY 

VEHICLE SWEPT ENVELOPE

I
I
I r"o

)
I

""'

12W-

VEHICLE SWEPT ENVELOPE
...
bv,

--......_ ------	o,

%

n
'"
I I
"'

VEHICLE SWEPT ENVELOPE

E	8	10/13/20	RESUB&fiT TO ORANGE CO\JN1Y	
	7	6/09/20	RESUBWT (REVISED LAYOU1J	
	6	9/26/19	REVISE FORCE.\WN CONNECI10N	
	5	8/30/19	RESUBWT TO ORANGE COUNTY	
	4	8/8/19	RESUBWT TO ORANGE COUNTY	
		5/29/19	BID SET	
	3	5128/19	RESUBWT TO ORANGE CO\JN1Y	
	2	4/17/19	RESUBWT TO VWCD	
		2/21/19	RESUBWT TO VWCD	
		12/20/18	SUB.OT TO ORANGE COUNTY	
NO. DATE:	DESCRIPTIONS:

		SUB;USSIONS/REVISIONS	 VERTICALDATmt	NAVD 88
JOB NO.,	18-007

 DESIGNED BY,		CB 
D
 DRAWN BY,		CB/CSL/)SK/TF
 CHECKED BY,		CB/CMB 
 APPROVED BY,		CMB 
 SCALE IN FEET,		1" = 60' 
Project Name:
GRANDE PINES
•• ,.. •
.... .. ..
G	••	..
ORANGEWOOD

TEMPORARY STABILIZED
c;	CUL-DE-SAC SEE
SHEET C5.20 AND C6.02

AERIAL LADDER PATH
I"= 60'
• •• "	..	,•

TEMPORARY STABILIZED CUL-DE-SAC SEE
SHEET C5.20 AND C6.02

PLATFORM PATH
I"::: 60'
"

TEMPORARY STABILIZED CUL -DE-SAC SEE
SHEET C5.20 AND C6.02

PUMPER PATH
I" = GO'
N-2PD PARCEL llD PHASE 1

C

HP75 AERIAL LADDER TRUCK CRITERIA TURNING RADII IS BASED ON THE FOLLOWING APPARATUS DESIGN SPECIFICATIONS:
FRONT OVERHANG-93"
BODY WIDTH-lOD"
TIRE TRACK WIDTH-100''
WHEEL BASE-215"
STEERING LOCK (CRAMP) ANGLE-31,8 DEGREES
OVERALL LENGTH (BUMPER TO BUMPER)-446" (37,17 ft)

u

95-PLATFORM TRUCK CRITERIA TURNING RADII IS BASED ON THE FOLLOWING APPARATUS DESIGN SPECIFICATIONS·
FRONT OVERHANG-105"
BODY WIDTH-100"
TIRE TRACK WIDTH-100"
WHEEL BASE-245"
STEERING LOCK (CRAMP) ANGLE-44.2 DEGREES
OVERALL LENGTH (BUMPER TO BUMPER)-548" (45.7 ft)

PUMPER #80323 TRUCK CRITERIA TURNING RADII IS BASED ON THE FOLLOWING APPARATUS DESIGN SPECIFICATIONS:
FRONT OVERHANG-93"
BODY WIDTH-JOO"
TIRE TRACK WIDTH-100"
WHEEL BASE-18B"
STEERING LOCK (CRAMP) ANGLE-31.8 DEGREES
(5) OVERALL LENGTH (BUMPER TO BUMPER)-379" (31.58 ft)

7.7'	15.67'

ORANGE COUNTY PUMPER #80323
Width	: 8.33'
Track	• 8.33'
'Lock lo Lock Time	: 6.0
•steering Angle	: 31.8°
'Min. Centerline Radius	: 30' "Modified SU AASHTO 2004 (US) North America
Jurisdiction:
ORANGE COUNTY, FL

Sheet Ticle:
FIRE PROTECTION PLAN

Sheer No.:
B	CS.00

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2602 E. Llvmgston St., Orlando, FL 32803
Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567
5	8
Key Map:

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIF!CAT!ONS MANUAL
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL

TRENCH WIDTH VARIES
WI SIZE OF PIPE

FINISHED GRADE

u.

TRENCH WIDTH VARIES
W/ SIZE OF PIPE

FINISHED GRADE

Consult,mt:
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SEE NO:TE·4	<f)  UJ UeJ
<(  a  "::,'

COMMON FILL	f-
":c' z	;,:;
PIPE o.o.·.	:J
SEE NOTE 4
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COMMON FIL
PIPE 0.0..
ct:	<f)
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9 11/12/20 RESUBMIT TO ORANGE COUN1Y
E
SELECT COMMON-
FILL

BEDDING MATERIAL

HAUNCHING BEDDING
,	(SEE NOTES
eJaf-
z

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ewaf-
& B)	z

SELECT COMMON--	11- FILL
UNDISTURBED EARTH

INITIAL BACKFILL

HAUNCHING
N
w
af- z w
ew
E	8 10/13/20 RESUBMIT TO ORANGE COUN1Y
7 6/09/20 RESUBMIT (REVlSED L\YOUI)
6 9/26/19 REVISE FORCEMAJN CONNECTION
5 8/30/19  RESUBMIT TO ORANGE COUN1Y
4 8/8/19  RESUBMIT TO ORANGE cou qy

NOTES:

UNDISTURBED E TH
(SEE NOTE 3)	'sl'0
;.(;
NOTES:
FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.
INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE.

5/29/19 BID SET
j  5/28/19  RESUBMIT TO ORANGE COUNIT
INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER MSHTO T-180.
TYPE A BEDDING MATERIAL SHALL CONFORM TO FOOT NO. 57 AGGREGATE.
15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" ANO LARGER
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW
BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.
FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
NOTES:
INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
TRENCH BACKFILL COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
	PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.
15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE
DIAMETER 24" AND LARGER.
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
FINAL RESTORATION IN IMPROVED AREAS SHALL BE 1N COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS ANO ROAD CONSTRUCTION SPECIFICATIONS.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.
ALL INLINE VALVES SHALL BE RESTRAINED.
WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED.
LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH
PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:

WORKING PRESSURE: 150 PSI
SOIL DESIGNATION· SM (SAND SILT)
LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5
CONVERSION FACTOR FOR PVC PIPE: 1.25

THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS; PIPE MATERIAL, ETC. FOR D!P ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

2 4/17/19 RESUBMIT TO VWCD
2/21/19  RESUB1ilT TO VWCD
12/20/18 SUBMIT TO ORANGE COUN1Y
NO. DATE:  DESCRWTIONS:
SUB1llSSIONS/REVlSIONS
VERTICAL DATUM,	NAVD 88
JOB NO.,	18-007
DESIGNED BY,	CB
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
 SCALE IN FEET,		N.T.S. 
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE1

NOTE:
SUB-GRADE CUT TO BE COMPACTED TO 95% MAX. DENSITY AS DETERMINED BY AASHTO T - 180.
CUT TO BE REPLACED TH AN EIGHT (8") INCH 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING BASE. CUT AREA TO BE PLATED OR PROTECTED ON DAY OF POUR. EXISTING SURFACE TO BE SAW CUT
TO AN AREA FIVE (5') FEET. BEYOND THE BASE CUT.

TRENCH LIMITS

#4 BARS@ 6" O.C. ALL

DRILL HOLE IN BOX 3"± ¾" FROM TOP

FINISHED GRAD

SET TOP OF VALVE BOX TO FINISHED GRADE
LOOP WIRE (SEE NOTE 4)
VALVE BOX PAD SEE FIGURE A112

CONCRETE REPLACEMENT

HOT PATCH

EIGHT (8") INCH HIGH EARLY CONCRETE--._,
SAW CUT

PERMANENT HOT ASPHALT REPLACEMENT APPLIED IN TWO (2") INCH MAXIMUM LAYERS MATCH THICKNESS AND ELEVATIONS OF EXISTING ASPHALTIC COURSE AND BASE COURSE

5' TYPICAL	(SEE C7.00 FOR LIMITS

(ll

-1.	AROUND (MIN 2" CLEARANCE
: : >	··i	AROUND PIPE)
,:,; ,0'i'·	9" MIN (TYP)
>---+- A_ _.-,
TIE RODS (ASTM A307 B)

COMPACTED SELECT -'-	• COMMON FILL

ADJUSTABLE SCREW TYPE DUCTILE IRON
--VALVE BOX

Jurisdictio□:
ORANGE COUNTY, FL

Sheet Title:

EXISTING ASPHALTIC CONCRETE SURFACE

EXISTING BASE

EXISTING BASE
(TYP)	JOINTS
#4 BAR-S-----;::c,._: f=====,b.=iJ!ir---7\
M. J, GATE VALVE
DETAILS

1• TYPICAL

B

\_EXISTING SUBGRADE \
z
2
l -<D
UNDISTURBED EART
ENCASE TIE RODS IN 1-1/2" PVC SLEEVE

3" COVER

SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS

WATER MAIN OR RECLAIMED WATER MAIN

6" FOOT #57

VALVE BOX SHALL REST ON
Sheet No.:

H

C9.10
GENERAL NOTES:
SUBGRADE n
(COMPACTED
TO 95% MAX.
PAVEMENT RESTORATION:
LONGITUDINAL CUTS MAY REQUIRE
STONE
BEDDING ROCK NOT ON VALVE
OR PIPE AND SHALL BE CENTERED ON OPERATING NUT
Seal: \\ ,1111111,,,,	N
,,,, \ W.. M	,,	0
BASE REPLACEMENT SHALL BE 3000 PSI H!GH EARLY STRENGTH CONCRETE.
	ASPHALTIC CONCRETE SURFACE MATERIAL SHALL BE REPLACED WITH THE SAME TYPE
OF MATERIAL THAT EXISTED AT TIME OF REMOVAL DR AS APPROVED BY THE COUNTY ENGINEER.
MINIMUM ASPHALTIC CONCRETE SURFACE OVERLAY
DENSITY)
OVERLAY/RESURFACING OF THE COMPLETE WIDTH OF THE TRAVELED WAY.
CUTS AT INTERSECTIONS OF STREETS GENERALLY MAY REQUIRE A COMPLETE OVERLAY/RESURFACING TO THE END OF ALL RETURN RADII, AND ALSO TO A
POINT TEN (10') FEET BEYOND THE
NOTES:
ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER.
2, MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI.
3, BEDDING, BACKFILL AND COMPACTION
SHALL BE AS SPECIFIED ELSEWHERE IN

NOTES:
PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.
PROVIDE A PLASTIC DEBRIS SHIELD/ ALIGNMENT RING WHICH INSTALLS BELOW THE
..,.,:';	...........
f --····vcEN-.s ···--:. -
::o :  No. 67547 , 1'

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THICKNESS SHALL BE ONE (1") INCH DR AS APPROVED BY THE COUNTY ENGINEER.
ALL JOINT CUTS SHALL BE MECHANICALLY SAW CUT.
FLOWABLE FILL MAY BE USED FOR COMPACTED SUBGRADE
AND BASE REPLACEMENT ½'HEN APPROVED BY THE COUNTY ENGINEER.

UTILITY PIPE
CUT, WHICHEVER IS GREATER.
	ACTUAL REQUIREMENTS WILL BE AS STATED ON THE APPROVED PERMIT OR AS DIRECTED BY INSPECTION.
THE STANDARD DRAWINGS.
ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL.
5, NO ALLOWANCE SHALL BE MADE FOR
FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR.
VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION.
LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.
FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS.
,,,,,,,l,fJ,N,,A..L.,,,,,,,,...
u	I::
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STANDARD	ROADWAY	OPENCUT	CROSS	SECTION	DETAIL
FINAL RESTORATION  -	TYPICAL OF MAJOR OPEN CUTS
"

J	5
DESIGN PRESSURE: 150  PSI.
REQUIRED FOR LINE STOPS.
6. REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.

POULOS ENNETT

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, }-,L 32803 Tel. 407.487.2594 wwv,·.poulosandbennett.com
Eng. Bus. No. 28567

'	\,	8

Key Map:

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
F
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL

□□□□□□□□□□□□□□
24" X 24" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER PAD TYP EACH VALVE BOX

TOP FLUSH WITH FINISHED

LOOP WIRE

COLORS FOR DECALS SHALL
□□□□□□□□□□□□□□
VALVE BOX AND
../" .
GRADE
ASPHALT
MATCH THE MARKER COLOR
□□□□□□□□□□□□□□
□□□□□□□□□□□□□□
□□□□	□□□

LOCKING COVER
• 4  •	,,. \'  '
SURFACE
'7ll/\r'-cit-,,/,.,, '7,,7/7',
. ' BASE
(SEE NOTE 2)
WHITECAP SOLVENT WELD

ConsultarJt
□□□□	□□□
DD DD RECLAIMED DD D
□□D□□□□□ m-===M□□□□□□
VALVE BOX AND COVER (SQUARE
,  •• •	"'
• -	••
:I
''	LOCATING
□□□□□□□□□□□□□□
□□□□□□□□□□□□□□
□□□□□□□□□□□□□
TYPICAL LOCKING BOLT
FOR RECLAIMED	\  •	I	••	•	...
WATER)	:	,''	",  .1/..
VALVE BOX  ' '	'
AND COVER  '	''
(TYP)	'
WIRE

OVERALL
□□□□□□□□□□□□
□□□□□□□□□□□□
6" THICK 2500 PSI		' 	'
(MIN) CONCRETE WITH e----- 24" l --1	'
#4 REBAR CONTINUOUS	IDENTIFICATION DISC
(SEE NOTE 2) OR 4" THICK	(SEE NOTE 1 AND
VIEW

RECLAIMED WATER
□□□□□□□□□□
□□□□□□□□□□□
□□□□□□□□□□□□
gggl SEWER ]ggg
□□□□□□□□  □□□
POLYMER MIX MATERIAL	DETAILS BELOW)
OUTSIDE PAVEMENT
f- APPROX. 3" ---1
INSIDE PAVEMENT
9 11/12/20 RESUBMIT TO ORANGE COUNTY
"	8 10/13/20 RF.SUB,nT TO ORANGE COUNTY
 7 6/09/20  RF.SUBMJT (REVISED LAYOU1) 
/	 6  9/26/19  REVISE FORCEMAJN CONNECTION

□□□□□□□□□□□□
□□□□□□□□□□□□
□oooo□□□oo

WASTEWATER

LETTERING TO BE MACHINE ENGRAVED WITH " TO i" CAP. LETTERS
-+---•0.C.U
AFC 6"	MANUFACTURER AND SIZE
RWGV    TYPE OF VALVE WATER	,e--UTILITY
l-20	DIRECTION AND NUMBER OF TURNS
2009	YEAR

6,,_JT  •

GROUND LEVEL

CONCRETE BASE
s 8/30/19 RESUB!vnT TO ORANGE COUNTY
 4 8/8/19  RESUBMJT TO ORANGE COUNlY  5/29/19 BIDSET
3 5/28/19  RESUBMIT TO ORANGE COUNTY
 2 4/17/19  RESUBMJT TO VWCD	
ggg! WATER lggg
DO□oo□□□□DDO
3" MIN	IDENTIFICATION DISC
c-•l -----al	z	EXAMPLE
-  3" MIN  --I
'•

-t--"--'
	2/21/19  RESUBMJT TO VWCD	
	12/20/18  SUBMJT TO ORANGE COUNlY	
□□□□□□□□□□□□
□□□□□□□□□□
r,:;

o- -,-' l<t
O.C.U
AFC 6"
RW3>
WATER
L-20

NOTES:
J_ _.·
-.I 12"

 NO,  DATE:   DESCRJPTIONS:	
SUBMJSSIONS/REV!SlONS
  VERTICAL DATUM,		NAVD 88

NOTE:

POTABLE WATER
THEFT PROOF ANCHOR PIN

DISC TO BE EMBEDDED IN PAD
OUTSIDE PAVEMENT
2009

DISC TO BE HANGING IN THE BOX ANCHORED TO THE LOCATING WIRE.
INSIDE PAVEMENT
MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY,
MARKERS SHALL BE 4" DIAMETER SCH. 80 OR DR18 PVC: BLUE FOR WATER; GREEN FOR
WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER.
MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT All VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET,
   JOB NO,,	 	18-007
  DESIGNED BY:		CB
D
DRAWN BY,	CB/CSL/JSK/TF
  CHECKED BY,		CB/CMB
  APPROVED BY,		CMB
LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

---	LOOP WIRE (SEE NOTE 4)
NOTES:
1, BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES.
2,  IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED
CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX.A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

PROPERTY LINE

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

LOTS (TYP)
 SCALE IN FEET,		NT,S, 
Project Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1

SET TOP OF VALVE BOX
TO FINISHED GRADE---

FINISHED GRADE

ADJUSTABLE SCREW TYPE DUCTILE IRON
--	DRILL HOLE IN BOX 3"± ¾" FROM TOP
VALVE BOX PAD (SEE FIGURE A 112)

--COMPACTED SELECT

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

I I
CLEAN OUT-

p	METER BOX

HOME

. '	'. -

DOUBLE CHECK VALVE

I
I	BOX
I	(TYP)

2" BLOWOFF VALVE

--+-2" BLOWOFF
..j------\C"-.I/_	VALVE

PROPERTY

Jurisdiction:
ORANGE COUNTY, FL
VALVE BOX ---------1......,	j
PLUG
COMMON FILL
'	"  . .
7 I RIGHT-OF-WAY INE'•  .'
(SEE NOTE 1)
POTABLE WATER METERS (TYP)
.
METER
IM	BOX	C
.
LINE (TYP)
Sheet Title:
GENERAL
VALVE----------
lf	LOCATING WIRE

RECLAIMED
' SIDEWALK  "
-
LLJ,.
' . . .	SIDE.WAt.:.K . ' ·, •
DOUBLE WATER SERVICE
,..  .'  ., 
DOUBLE
I SERVICE (TYP

WASTEWATER  1
CONSTRUCTION
WATER METERS "--cuRB STOP	.'
'  (SEE NOTE 2)
DETAILS
(TYP)
(TYP)
' "o'·
'
clJRB STOP CORPORATION STOP-.	(TYP)
MANHOLE (TYP
u
I	6" FOOT #57
'	STONE

NOTES:
'
."LL'J	w
<(
.	•	.
.'.
. ' .
. .. P OTABLE WATER MAIN
''
. ,  .

DOUBLE SERVICE\
GRAVITY WASTE MAIN
ATER

Sheet No.:
§	1.  THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND
,. s; ' >
.	'  . .
'  .. . .	.
.	..
u	MAINTENANCE, THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES
s".
.	• STR' EET	•	,	"	
WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN
r w
U) >-
(/:).	..
'.	. . -
.	'
• '	•
LATERAL (TYP)
SINGLE SERVICE
o-'
THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES
'	•	•	'
.
ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.
'",:'.5''	'	.
.	l WA&i-EWATE'R,GRAVlT,Y MA N . •
(TYP)
RECLAIMED WATER
Seal:
\\ ,,111111,,,,	N
' ., . '
•	•
MANHOLE,-
.	- . .	'
FIRE HYDRANT
,,, \
I\A M	,,,	0
ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR
GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES_.
'
DAD  .
•
'
. •  . •"	'
'
.. . .
•, '
. '
..'
• . •
.	'
.  . ,,
. '	' •'
ASSEMBLY
MAIN
RIGHT OF WA
LINE
' ..'.... :\\	•..
N
,	µJ	N
THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION
'  . ·.r·C(?RPORJ:TION' .
.	. ..	.
'	. '	'
WATER MAIN
f	./v,CENs ••-..
REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP
'	. ,	ST.O  .	_ .•	'
•	•
.  EbGEOF PA.,VEMENT.  '
. ' '
SINGLE SERVICE LATERAL (TYP)
:: 0  l  No. 67547 \ ?l
;.;;	L
NOTES:
PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX
REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAG AND MUST BE APPROVED
INDJVIDUALLY BY BOTH FDEP AND OCU.
'	I	'
=*i	*
:i 8  .D
<C ci E
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INSTALLATION.
THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.
DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF
''
NOTE:
;
RECLAIMED WATER MAIN
;	'	STATE OF ,'
"••• OR\0 •••· ,
"',,	•••••u••• •  ,:-
f- ,. i
2
"
>
0
2;,
w	3. PROVIDE A PLASTIC DEBRIS SHIELD/ ALIGNMENT RING WHICH INSTALLS BELOW THE
VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION.
4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES ANO SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.
zw	5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO
ALLOW FOR FUTURE BOX ADJUSTMENTS.
w	6. REFER TO F!GURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.
SANITARY OR STORM WATER MANHOLE OR STRUCTURE.
EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS
AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW
PREVENTER.
2,	EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER !S
UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED.
SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER
DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305.
METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW
NOTE:
RECLAIMED WATER MAIN
,,,,,,'BtoNAL	,,,,
''"'''"''''
CJ	"f-<'
"C"l
u	PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR.
WASTEWATER LATERAL CLEAN-OUTS TO BE INSTALLED BY BUILDING PLUMBING
,\	CONTRACTOR.
'	.I	7
A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TO A
TERMINAL MANHOLE,
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803
Tel. 407.487.2594  www.poulosandbennett.com
Eng. Bus. No. 28567

,,	7	8
'

Key Map:

•
--cc---_
 ••

::::--::::'. .

ORANGE COUNTY UTILITIES
,,	STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS ANO CONSTRUCTION SPECIF!CATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATJONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

#"
/'/)
' v:<	",	\
I"'	'-

CENTERLINE
LOOPW!RE (SEE NOTE 4)
DRILL HOLE IN BOX 3"± ¾" FROM TOP

SET TOP OF VALVE BOX TO FINISHED GRADE
DRILL HOLE IN BOX 3"± ¾" FROM TOP

112" RAD.(TYP)
I
1-114"
l;:::;I::I1:=:1 ==;IRRIGATED WITH
,,,- -
'

1-116"	I

STAKE
(SEE NOTE 2)

SIDEWALK (TYP)

STAKE
(SEE NOTE 2)

VALVE BOX PAD (SEE FIGURE A112)

FINISHED GRADE	

	... ..!."F'l=ii"''

SET TOP OF VALVE BOX TO FINISHED GRADE

FINISHED GRADE

ADJUSTABLE SCREW TYPE t:;Jt:=t­

...
VALVE BOX PAD (SEE FIGURE A112)
112· I I

112·.J

1/2"-

r I
RECLAIMED WATER

00 NOT DRINK • NO BEBER
"	,..
I
I	12"
4-316"
I "'"
I

L 7116"
in'P)
Consultant:

CURB STOP (SEE NOTE 1)
GRADE
STANDARD
CURB

30" MIN

PE TUBING
ROADWAY

CORPORATION STOP (TYP)

CURB STOP (SEE NOTE 1)

ADJUSTABLE CAST IRON VALVE BOX
LOCATING WIRE

2" IRON BODY GATE VALVE W/ SQUARE OPERATING NUT--,

BLOW OFF VALVE ASSEMBLY PER APPENDIX D

wf'=t--BOX SHALL REST ON BEDDING
---1	ROCK (NOT ON VALVE OR PIPE)
AND SHALL BE CENTERED ON OPERATING NUT
DUCTILE IRON VALVE BOX LOCATING WIRE ---'-ii
RESILIENT SEAT
M. J. GATE VALVE

VALVE BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON
OPERATING NUT	f',-,3:B;

RESTRAINED JOINT

BLOW OFF VALVE ASSEMBLY PER APPENDIX D

6" OF FOOT #57

NOTES:

6"
(MAX)

,,.
(MIN)

18"
'T'

FINISHED GRADE
I I

--u11

9 11/12/20 RESUBMIT TO ORANGE COUNTY
Fl	8 I0/13/20 RESUBMIT TD ORANGE COUNTY
7 6/09/20 RESUBl.llT (REVISED LAYOU1)
6 9/26/19 REVISE FORCEMAIN CONNECTION
5 8/J0/19 RESUB.t\HT TO ORANGE COUN1Y
4 8/8/19 RESUBhllT TO ORANGE COUJ,fl'Y
5/29/19 BID SET
J 5/28/19  RESUB!.llT TO ORANGE COUNTY
2 4/17/19 RESUBtvOT TO VWCD
2/21/19 RESUB1IlT TO VWCD
12/20/18 SUB1flTTO ORANGE COUNTY
NO. DATE:  DESCRIPTIONS:
SUBMISS1ONS/REVISIDNS

NOTES:
CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB.

NOTES:
RESTRAINED JOINT WATER OR RECLAIMED WATER MAIN
6" OF FOOT #57 STONE
WATER OR RECLAIMED WATER MAIN
STONE
SIGN TO BE PROVIDED BY OCU.
HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES, IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC.
BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721 COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C.
ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED.
VERTICAL DATIJM	NAVD 88
JOB NO.,	18-007
DESIGNED BY:	CB
D
CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2'' SQUARE STAKE RISING 24" ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE ANO LABELED WITH THE LOT NUMBER(S) IT SERVES.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D, BRING VALVE BOX TO GRADE AND INSTALL CONCRETE COLLAR.
FOR USE AT PERMANENT WATER AND RECLAIMED WATER DEAD-ENDS, SUCH AS CUL-DE-SACS.
LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

MJ TAPPING SLEEVE
NOTES:
FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS.
LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A		STANDARD DRAWINGS		GENERAL REV, APRIL 25, 2011	AIR OR COMBINATION AIRNACUUM	FIGURE A115-1
RELEASE VALVE FOR WATER AND RECLAIMED WATER

2" AIR RELEASE VALVE
VENTED ARV ENCLOSURE (BLUE FOR WATER AND
SIGN MATERIAL SHALL BE OF 0.040 GAUGE METAL.
POST SHALL BE 2-3/8" OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123, POST TO BE PROVIDED BY CUSTOMER.
MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
SIGNS SHALL BE PLACED BY THE CONTRACTOR !N ACCORDANCE WITH CHAPTER 62-610 "ACCESS CONTROL AND ADVISORY S!GNS", FAC, THE COUNTY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

VENTED ARV ENCLOSURE	RIGHT OF WAY PRIVATE PROPERTY
DRAWN BY:	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
SCALE INfEET,	N.T.S.

Project Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1

C,
RESTRAINED

RESTRAINED
RESILIENT SEAT TAPPING GATE VALVE
PANTONE PURPLE 522C FOR RECLAIMED) (SEE NOTE 4)	PRIVATE
2" NIPPLE	_RIGHT OF WAY  PROPERTY  '
2" TEE	18" ?..,,-C:',-_I_=_J;_',"{	DOWNWARD FACING

2" AIR
(GREEN) (SEE NOTE 4) -----_
C
MECHANICAL JOINT

SPLIT GLAND TAPPING SLEEVE
MECHANICAL JOINT PLUG VALVE
RESTRAINED MECHANICAL JOINT

SPLIT GLAND TAPPING SLEEVE
2" X 1" REDUCER	MIN	PVCI ELBOW
1" SHORT NIPPLE- -	COVER END
1" CURB STOP-----	W/SCREEN MESH
ADJUSTABLE CAST	1' MIN
IRON VALVE BOX
36" X 36" X 6" DEEP
RELEASE VALVE -----

2" BALL/PLUG VALVE -------

ADJUSTABLE CAST IRON

1' MIN

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
GENERAL

\_NEW PIPE
>­
><:O
O C'.J W
<( -
- C(/)L- _J
:a: 0  z

NEW PIPE
>­
><:O
O ('.) W
<( -
- C(/)L- _J
:a: 0  z
CONCRETE PAD
NIPPLE +	11-"---.jj(
VALVE BOX
CONSTRUCTION DETAILS
OzO
er: <( i=
eOzrO <( >­
MJ TAPPING
L SLEEVE

PLAN
LzL -' er
-W(I)
:a: "' z
l(') LL-
0
L	PLAN
RESTRAINED

RESTRAINED
er
_J w
-W(I)
a,
Co LL
0

0	2" PIPE

'- c.l

4" DIA HOLE

FOOT #57 STONE
2·'CORP STOP

FOOT #57 STONE

2" ELBOW AND TUBING (THREADED)

Sheet No.:

II	C9.12
Seal:,,,,,11111,,,,,,,	0

RESILIENT SEAT TAPPING GATE
MECHANICAL JOINT PLUG VALVE
MECHANICAL JOINT
RESILIENT SEAT TAPPING GATE VALVE

SADDLE TAP

2" GATE VALVE (IRON BODY) WI 2"
2" ELBOW AND TUBING (THREADED)

co
2" PLUG VALVE WITH
,,  \W- M	,,
, ......,' ,:\	'6!''
.... 't' .•·vcEN.s,,_·•,
N
"CJ	N
< !;
RESTRAINED
MECHANICAL JOINT7
VALVE W/ VALVE BOX

UNION
SQUARE NUT
2" SQUARE NUT

2" SADDLE TAP
$ c:., l  No. 67547 \ 1J
;	\	STATE OF  f
·--
ro	C
;;:0o _o
<d  E
;  >
en---,  0 .
VARIES - SEE NOTE 1
VARIES-SEE NOTE 1
•• OR\0 .•	,
2	:,:
t1/,

NOTES:

NOTES:
,,,,,,i,.9c. •s•,o••N••A•L••&•• (,§,,,.'.:,
,,,,,,,,,,,,,,,
CJ	"r<'
0
i,

0z	SECTION A-A 

NEW PIPE

NOTES:

SECTION A-A 
OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE AT RIGHT OF WAY LINE, NO OFFSET REQUIRED.
ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER SHALL BE EQUAL TO THE SIZE OF THE ARV .
ALL PIPING, VALVES, AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE
1.  OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE IS AT RIGHT OF WAY LINE, NO OFFSET IS REQUIRED.
2  ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER AND VALVES SHALL BE EQUAL TO THE SIZE OF THE ARV.
ALL PIPING, VALVES AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE
c2	1.  PLUG VALVES GREATER THAN 4" SHALL BE GEAR ACTUATED.
,,	2.  PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BE
SPECIFIED OTHERWISE.
THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME
SPECIFIED OTHERWISE.
THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME AMOUNT	......
INSTALLED HORIZONTALLY ANO ABANDONED IN THE OPEN POSITION.
AMOUNT OF AIRFLOW AS THE VALVE.
L--OF-A-IRF-LO-W-A-S T-HE-V-AL-VE-. ---------------------,, ',jllliic1'.'-
:''••

)	,,	7
-	¼:ty
r,:, ,} :[§,...,
""	::::.
()
,":)

Poulos & Bennett, LLC
2602 E. Livingston St., Orlillldo, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng."Bus. No. 28567

'	8	Key 1-Iap:

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATlONS MANUAL
F
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL

MAIN

BRASS CORPORATION
STOP

2" SINGLE BLUE SERVICE LINE

(>l::)===:t= ::J

APPROX 7.5' X 3.5' MIN
6" THICK CONCRETE SHEAR PAD WITH FIBERMESH

SIDEWALK

EXPANSION FIBER MATERIAL BETWEEN FIXED CONCRETE EDGES (TYP)

3'TO 5'
CONCRETE	VALVE BOX
CURB
ROAD
' .., ...
DATE: February 11, 2011

ENTRY
SWABBING ACCESS POINTS

ON STREAM
-
TEE
FIGURE A205

Consultant:

ABOVE GROUND SAMPLE STATION
L

CURB STOP

DI ANCHORING COUPLING

	SIDEWALK

---	FIRE HYDRANT

CONCRETE

ANCHORING TEE
VALVE (REQUIRED AT ANCHORING TEE)
FOOT #57 STONE (6" MIN)

	SIDEWALK 
-cc+--tl1".,--FIRE HYDRANT
o,

ENTRY

ENTRY	-
-	-EXIT
1/VYE

EXIT FIRE HYDRANT
rt' Basket
- F[

9 11/12/20 RESUB,ITT TO ORANGE COUNTY
E	8 10/13/20 RESUBMIT TO ORANGE COUNTY
6/09/20  RESUBMIT (REVISED LAYOU1)
6 9/26/19 REVISE FORCEMAJN CONNECTION

4/11/19 RESUB,flT TO VWCD
(LOCKING TYPE) --..

BRASS CORPORATION STOP---

MAIN
D

2" POLYETHYLENE TUBING
ASSEMBLY	90" BEND

EDGE OF PAVEMENT POTABLE WATERMAIN

STANDARD CONFIGURATION

NOTES:
_...	ASSEMBLY

EDGE OF PAVEMENT POTABLE WATERMAIN

ALTERNATE CONFIGURATION

--------

ENTRY	EXIT

SPOOL PIECE

- -- --'---,	 f- ----

jl_-ll7,-'-ffi--
2/21/19 RESUBMJT TO VWCD
12/20/18 SUB,UT TO ORANGE COUNTY
NO. DATE:	DESCRIPTIONS:
SUBMJSSIONS/REVISIONS
VERTICAL DATUM:	NAVD 88
JOB NO.:	18-007
DESIGNED BY:	CB
D
DRAWN BY:	CB/CSL/JSK/TF
CHECKED BY:	CB/CMB
NOTES:
A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A BLOW-OFF VALVE WHEN BOTH ARE REQUIRED.
CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB.
BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS- SILVER.
BONNET COLORS TO BE DETERMINED BY FLOW TEST.
ENTRY	EXIT
NOTES:
FOAM SWAB.
SUGGESTED FOR WATER AND RECLAIMED WATER MAINS OF ALL SIZES. REQUIRED FOR WATER AND RECLAIMED WATER MAINS 16" DIAMETER ANO GREATER.
APPROVED BY:	CMB
SCALE IN FEET:	N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2PD PARCEL11D PHASE 1

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
STANDARD WATER DETAILS

ll	n

'
Sheer No.:

C9.20

ro .
Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennettcom

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES

(,	7

ORANGE COUNTY UTILITIES

Key Map:

I
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
F
APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A
STANDARD DRAWINGS	GENERAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

SET COVERS FLUSH IN ---. PAVED AREAS

1'-6" MIN
3'-0" MAX
EXTERNAL MANHOLE - HEAT SHRINK SEAL
MANHOLE FRAME & COVER (SEE STANDARD DETAIL)
=--FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN)
4 COURSES (MAX) OR MIN 5" TO MAX 1O" HOPE ADJUSTING RING

PRECAST MANHOLE WALL ---I
PVC PLUG WITH TOP HALF -- AREA OPEN

INLET CONNECTION AT INVERT
..-
--t-- 2 -TEE
INFLUENT SEWER (SEE NOTE 2)
CONCRETE ENCASEMENT OF VERTICAL PIPE
r-"ri	DROP PIPE
,	(SEE NOTE 1)
f--2"
 .. .
•
.. , ••
..
....

I•	',
' 1:1'" MIN .

MANHOLE COVER

RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER

Consultant:
(TYP) SEE NOTE 5
APPROVED LINER ---+t-7
PER SPECIFICATIONS
4'-0" MIN
5" MIN
•,

GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)
•	••  •
, •	'

BENCHING PER SPECIFICATIONS
E	l_
I,---;===+>-- 0.8D (EFFLUENT PIPE DIAMETER)
t	CONCRETE WITH ADMIX

8"MIN
9"

z
::.

Ml

#4 90° HOOK AT 8" O.C.E.W.

4" BAR CONTINUOUS AROUND
.•.
. '.'
 ...	'  •' 
..• . •

2500 PS! CONCRETE AROUND MANHOLE

2 - NON PENETRATING PICK HOLES

9 11/12/20 RESUBMIT TO ORANGE COUNTY
E	8 10/13/20 RESUBMIT TO ORANGE COUNTY
1 6/09/20 RESUBMIT (REVISED LAYOIIT)
6 9/26/19 REVISE FORCE!IWN CONNECTION
FOOT# 57 STONE -----
---2"MIN
OUTSIDE WALL PRE-PRIMED
,  .....

GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)
COLLAR 3" MIN. COVER (TYP)

6"
MIN I

6"
MIN I
z
:§:
N1

PLAN
5 8/30/19 RESUB DT TO ORANGE COUNTY
4 8/8/19  RESUBMIT TO ORANGE COUNTY
5/29/19 BIDSET
JOINT SURFACES
PRE-PRIMED -;:- -,	-
JOINT SURFACES	PRE-MOLDED PLASTIC JOINT
SEALER, APPLIED TO BOTH

PRECAST MANHOLE

STAINLESS STEEL BAND STAINLESS STEEL PIPE CLAMP

PRECAST MANHOLE
	::_;, ==77 §:,i'§§l
.,-; · ::::::; C77f<7ti:F'
25 314"
MACHINED MATING
SURFACES
J 5/28/19 RESUBr..UT TO ORANGE COUNTY
2 4/17/19 RESUB,DT TO VWCD
COMPLETED JOINT WITH
LIPS
WALL
WALL
CAST IN-PLACE-r' "'cjl-,,-,,---,

2500 PSI CONCRETE
'-Ll/1.'

/2" MIN
2/21/19 RESUBMIT TO VWCD
12/20/18 SUB,OT TO ORANGE COUNTY

NOTES:
SQUEEZE-OUT

-- SQUEEZE-OUT, MIN " INTERIOR AND EXTERIOR
,
RESILIENT CONNECTOR
SEAL
PVC
AROUND MANHOLE
24" ± 318" - I

-•  .+-J--+-1-• 4<-3/4"Ml g"
NO. DATE:  DESCRIPTIONS,
SUBMISSIONS/REVISIONS
 VERTICAL DAMl,	  NAVD 88 
DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAIL.
ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL.
A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO
NEW ANO EXISTING MANHOLES

STANDARD CONNECTION
NOTES:
NEW MANHOLES ONLY

NOTES:

ELEVATION
JOB NO.,	18-007
DESIGNED BY,	CB
D
DRAWN BY,	CB/CSL/JSK/TF
FLOW STREAM.
1,  DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE ANO MATERIAL AS THE INFLUENT
CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.
NOTES:
CHECKED BY,	CB/CMB
LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.
WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH
SEWER
AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH
AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.
TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT
ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES.
APPROVED BY,
CMB
TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION,
HOPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.
SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES.

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.
 SCALE IN FEET,		N.T.S. 
Project Name:
GRANDE PINES ORANGEWOOD N-ZPD PARCEL11D PHASE 1

Cl'.	WYE WITH
6" BRANCH
(	6" 45°
BEND--,

"'
(TYP.)
BUILDER'S PLUMBER (SEE NOTE 7)

CURB (SEE NOTE 4)
;;

PLAN
NTS

SEWER MAIN
/ SIZE VARIES

WYE WITH 6" BRANCH
6" 45° BEND

(TYP.) TEMP. PLUG (SEE NOTES 2 AND 7)

CLEAN-OUT (TYP)

DOUBLE
/9'---c'I_ WYE WITH
6" BRANCH
LOT LINE

GRAVITY SEWER CONNECTIONl

FORCE MAIN CONNECTION

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
STANDARD WASTEWATER

FINISHED GRADE

n
Cl'.
STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.)

SLOPE TO TERMINAL DEPTH @ 1.0% MIN (TYP.)

;;,
w
t­
,-.zo
"'ww
"'

SLOPE

MODULAR PIPE SEAL

RESTRAINED JOINT

FORCE MAtN
DETAILS

Sheet No.;
"	C9.30
N
0
ROTATE
30° (TYP.)
TEMP PLUG (TYP.) (SEE
'--- SPRING LINE
SEWER MAIN
\_
(TYP.) BUILDER'S	N
PLUMBER (SEE NOTE 7)

NOTES
NOTES 2 AND 7-)- S IN G L E	,e-- D O U=BL E --
LATERAL	LATERAL PROFILE
NTS
LOCATOR BALL
6" MAX BELOW PIPE (TYP) SEE NOTE 4

PLAN VIEW

SECTION VIEW
1.
2.

,,	7.
INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE-WORK CONTRACTOR. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET.
LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, ONE PER SERVICE.
ALL FITTINGS SHOWN ARE TO BE INSTALLED.
SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE CURB DIRECTLY OVER THE LATERAL.
BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, ANO CONNECT SERVICE LATERAL TO HOUSE.
NOTES
FORCE MAIN ORIENTED TO FACILITATE FLOW AND SHALL ENTER MANHOLE WITH!N 1' ABOVE INVERT OF THE EFFLUENT PIPE.
BENCH AS REQUIRED FOR NEW FORCE MAIN.
MANHOLE RECEIVING FORCE MAIN AND NEXT MANHOLE SHALL BE LINED. FOR CONNECTIONS TO EXISTING MANHOLES, MANHOLE RECEIVING FORCE MA1N AND NEXT MANHOLE SHALL BE COATED OR LINED PER APPENDIX D.
CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES.

Poulos & Bennett, LLC
2602 E. Livingswn St., Orlando, FL 32803 Tel. 407,487.2594 www.poulosandben.nett·.com

,,

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
r
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL	APPENDIX A	STANDARD DRAWINGS	GENERAL
APPENDIX A
S	GENERAL	APPENDIX A	STANDARD DRAWINGS	GENERAL	APPENDIX A	'STANDARD DRAWINGS	GENERAL

PRESSURE GAUGE----... 

PRESSURE SEAL WITH 1/4" NPT
CONNECTIONS (SEE SPECIFICATIONS)

SS TEST TAP (1/4" PIPE). LOCATE ON LOWER DIAPHRAGM FLUSHING CONNECTION WITH TEE.

1/4" TO MATCH SEAL MATERIAL
_,,--1/4'' BV MATERIAL TO MATCH PIPE
MATERIAL
#9 GALV CLIPS -- 2'-MAX SPACING

POST CAP

3" POST CORNER
SCH_ 40

2" MESH FABRIC BLACK VINYL COATED

:f-- #9TIEWIRES 12"' QC

f	2i"LINEPOST
SCH. 40 TENSION WIRE

314"" HOSE BIB

ANTI-SIPHON
DEVICE---------1-,	u-tt--

1"'X 314"
90' ELBOW
"X4" PRECAST CONCRETE POST
-100 PSJG PRESSURE GAUGE

114" "TEE"
1" TO 1/4" REDUCER
PRESSURETRANSDUCER­ WlNTERS PTP100 OR EQUAL 4-20 ma OUTPUT 0-100 PSI

Consulrnnt:

TEE -
-- ---,-nt::;= °3---PIPE CONNECTION AS PER PIPE MFG
RECOMMENDATION

GAUGE/ DIAPHRAGM ASSEMBLY
NTS

8' D"

2500 PSI CONCRETE

FENCE DETAIL
.L		
s·II--·I
9

8' O"

o._
RANGE
2-#18 TSP ( 1 PR 12VDC,
PR- 4-20 MA SIGNAL) SEALING FITTING
LB
--3/4" PVC TO SCADA PANEL

9 11/12/20 RESUB,flT TO ORANGE COUN1Y
8	8 10/13/20 RESUBMIT TO ORANGE COUNTY
 7  6/09/20  RESUBtITT (REVISED LAYOU1)	
 6  9/26/19 REVISE FORCEMAIN CONNECTION

¾" NEOPRENE LINER
3/8"' ADJ TRUSS RODS

BOX OUT {TYP)
SECURE PIPE TO POST
WITH SS STRAPS(TYP)

SECURE CONDUIT TO PIPE
r :== W IT H S S STRAPS(TYP)
5 8/30/19 RESUBtITT TO ORANGE COUN1Y
 4  8/8/19   RESUBMIT TO O1\fu GE COUN1Y 
t-.--."s:,'"'!,, ""- '".•;::;ffics 7,."',17·'"sS'c-S:H"v•, os',' - 1.""1"''" s"E"H",'r4·"0v"'-cc;z."«;-c,"1 ;	::
	5/29/19  BID SET	

2500 PSI CONCRETE
E, "'aoPVC r:1GALV STEEL	,
CO U	PIPE	PIPE

PVC TO GALV
STEEL ADAPTER
-== 0
CO U
z
:;;
b
N'
3 5/28/19 RESUBMJT TO ORANGE COUN1Y
4/17/19 RESUB1UT TO VWCD
2/21/19 RESUBMJT TO VWCD
12/20/18 SUBMIT TO ORANGE COUN1Y
 NO. DATE:   DESCRIPTIONS,	
	SUBMISS1ONS/REVISIONS	
LOCKNUT

D

316 ss

NOTES;
FINISHED GRADE
CENTER STOP
12" X 12" X 12"
{SEE NOTE 2)

DOUBLE SWING GATE DETAIL
6' _j
12"
90° ELBOW ----
TO SCADA CABINET ONE #4 REBAR
  VERTICAL DATUM,	  NAVD 88
    JOB NO.,	 	18-007
  DESIGNED BY,		CB
D
DRAWN BY,	CB/CSL/JSK/TF
  CHECKED BY,		CB/CMB

PIPE SUPPORT
NTS
TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY,.
PROVIDE CHAIN AND LOCK FOR SECURING GATE.
FENCING AND POSTS SHALL BE BLACK, VINYL CLAD.
  APPROVED BY,		CMB
  SCALE IN FEET,		N.T.S.
Project Name:
GRANDE PINES ORANGEWOOD N-2PD
PARCEL 11D PHASE 1

L	(.

Jurisdiction:
ORANGE COUNTY, FL

Sheet Title:
STANDARD LIFT STATION DETAILS

il

,I

'	j	7	'
Sheet No.:
"	C9.40

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 w,_vw.poulos:mdbcnnci:r.com
Eng. Bus, No, 28567
2	1
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL
•

Key Map:
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

00	0000000000

WP
MAIN SERVICE DISCONNECT/ SERVICE FROM	CIRCUIT BREAKER
METER BOX
-NM	CONNECT TO FEEDER
._J _I _I	(9		WIRES WITH SPLIT BOLT CONNECTORS.MAKE LEADS AS,SHORT AS
/,POSSIBLE
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL
p

GROUND TEST ENCLOSURE

BROOKS PRODUCTS 10" X 17'' SERIES 36
PRE-CAST	PULL BOX, OR EQUAL
CONGRETE
·/	'
3" HIGH LETTERS	©
CAST IN COVER	GROUND
MAIN BREAKER

0
MYERS HUB

SPD

0
m './

NEMA4X SP□UNIT
W / INTERNAL OVERLOAD PROTECTION

--G--
ONE TYPICAL PER STATION--,­
--	G --

PUMP2
ABLE HOLDER
ELEC PANEL RACK AND CONTROL PANEL

Consulrant:

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

RECESSED HOLD DOWN (TYP)
=-
...
TEST WELL
LIFTING HOLE
ELEVATION
NTS
TO PUMP	NTS
CONTROL PANEL
•

CA No_27848
11651 CRYSTAi RIIIER DRIIIE
APPENDIX A	STANDARD DRAWINGS	GENERAL
TI

METAL ACCESS COVER

DRILL & TAP
-AST !RON COVER

FINISHED
APPENDIX A	STANDARD DRAWINGS	GENERAL

GATEPOST

ACCESS COVER AND
FRAME,

2/0 STRANDED TINNEO COPPER TO
9 q f/l!Yl!!l', I\\Emllffl TO ORANGE COUNTY
phoow (407)277-3431
8_!/}ilY,!Jl'. ff§ MITTO ORANGE COUNTY
7 6/09/')JJ  RESUBMIT (REVISED LAYOU1)

6 9/26/19 REVISE FORCEMAIN CONNECTION

GROUND SS CLAMP,
BOLT TO COVER

TO GROUND GRID/COUNTERPOISE

GROUND CLAMP, BOLT TO FRAME

1/8" THICK X 1" WIDE MULTI-STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED}

>- "y)j;:,,_<.:;:f;_ s:
#4 AWG TINNED A°''\.,.   .
COPPER GROUNDING "{ ' CONDUCTOR,	"'"  PROVIDE 36" SLACK
GRADE
BRAID CLAMP (TYP)--...._

0  O

1/8" THICK X 1" WIDE X 12" LONG MULTISTRAND TINNED
COPPER BRAID
rc,--GATE PIPE

TO FENCE (NOTE #2)
FENCE---- VALVE VAULT

BOND #4 STRANDED TINNED COPPER TO ACCESS COVER AND
0	0	FRAME
J.
j 8/J0/19 RESUBMIT TO ORANGE COUNTY
4 8/8/19  RESUBt-.IlT TO ORANGE COUNTY
5/29/19 BIDSET
5/28/19  RESUBMIT TO ORANGE COUNTY
2 4/17/19 RESUB6flTTO VWCD
2/21/19 RESUB6flT TO VWCD
12/20/18 SUBMIT TO ORANGE COUN1Y

NO. DATE:  DESCRIPTIONS:

SUBMlSS!ONS/REVISIONS

#4 AWG TINNED COPPER GROUNDING
CONDUCTOR--=='...l_l
--·3/4" PVC CONDUIT 1'-0" LONG
(SEE NOTE 2)
-	J

JL_
MECHANICAL CONNECTION

NO. 2/0 AWG TINNED COPPER GROUNDING
--GRAVEL

FINISHEO GRADE

GROUNDING CLAMP

NOTES:

/a L-Gw COLU_N_T_eaornsei.	/
STRANDED TINNED COPPER MIN 30" BELOW GRADE

VERTICAL DATU6t	NAVD 88
JOB NO.,	18-1107
	DFSIGNED BY,		CB
D
DRAWN BY,	CB/CSL/JSK/TF
NOTES:
ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT lNTRUSlON OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL.
INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR
CONDUCTOR TO COUNTERPOISE

.	 GROUND ROD

NO. 210 TINNED COPPER GROUNDING

-<>--TO PUMP STATION
COUNTERPOISE
DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY,
TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED_
PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE.
	CHECKED BY:	 CB/CMB
	APPROVED BY,		CMB
SCALE IN FEET:	N.T.S.

Project Name:
IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS.

ORANGE COUNTY UTILITIES

ORANGE COUNTY UTILITIES
CONDUCTOR------

ORANGE COUNTY UTILITIES
PERIMETER GROUND LOOP

ORANGE COUNTY UTILITIES
GRANDE PINES ORANGEWOOD N-2PD
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A	STANDARD DRAWINGS	GENERAL

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

480V N
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

PARCEL11D PHASE 1

PANEL & SEAL-OFF
I,	MOUNTING HEIGHTS

480V
30  B
60Hz
GN
MCB

j
SPD I
TB	MB1 MS1 -O-L ,
J	_,....--

	MOUNTING BRACKET	
AL	C
DIST "X" DIST "Y"
IQ] I\
ECB
36"	18"
30"	15"
24"	12"
480V NEUTRA G 

J
24"	12"
RECEPTACLE  Ji
111h_

FOR PANELS NOT LISTED ADJUST
MOUNTING HEIGHTS ACCORDINGLY	>-
SEAL OFF - TYPE ESYR -++--lf---l--lWWT
24" MIN.
GENERATOR PM CB
p·'
SUPPLEMENTAL PROTECTION BREAKER

1.6-2.4A
10AM

10AFB2
V  2KVA

l.f--GENERATOR RECEPTACLE

rnisdiction
ORANGE COUNTY, FL

Sheet Title:
STUB UP
,-----820AMP 'fci'v"i XFMR  '120V NEUTRAL
STANDARD LIFT
ORS
SCB
-	GFOR.
120V
STATION DETAILS
CCB
TB3-1
SCAOA
TB3-2	·RL1
'	"POWER
H-0-A
MS,1,A I 0,	I	AH

 	
INCOMING POWER FROM UTILITY POINT OF SERVICE (MINIMUM 2"
SCH 80 PVC) ---

SWEEP ELBOWS MINIMUM
2" SCH 80 PVC
1" SCH. 80 PVC CONDUIT FOR FUTURE PRESSURE TRANSDUCER
9PM9
"
6 R2s
"	B
6 R3s
"
TEST,
AUTQ-..;
5
OFrc--O
A-TS
xoo
DDX

H-0"-A
xoo
oox I
I M.a.• ilr'(2) TTS1,i
C	--,-•
-RL2

>H
POCKE

,1-_PAD LOCK
BRACKET

DOOR

Sheer No.:

D

C9.41
6 R4 B
8 R5 5	A2	"
LATCH
REAR VIEW
NTS

FB3
Aa FL M	,AL I
A  -	DPDT
3R5 1	I
N D N

---------::,..MOUNTING	N
PANEL INSTALLATION NOTES:
PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% CONDUIT FILL MINIMUM CONDUIT SIZE TO BE 2" SCH 80 PVC.
POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE
JAM!

5AMP

75VA XFMR
·1---- ------
DOORSTOP WITH LOCK FOR DEAD
BRACKETS
w	L
0: m  V
"M	D
ON
EM
FRONT
n  .  ©
3-PHASE, FROM A 3-PHASE SOURCE ONLY.
FR5
HIGH LEVEL ALARM
NOTES:
<( z0	>
I (9) HIGH(10)
..., I INPUT TO SCADA
0
0 w
DEADFRONT LAYOUT NEMA TYPE 3R SS ENCLOSURE WICONTINUOUS HINGE. ALL
.,,
lwe .
::::
"w '
z
ffi
A
CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. REFER TO GROUNDING DETAILS.
THE STATION NAME, UTILJTIES 1.0. NUMBER, AND ADDRESS SHALL BE AFFIXED TO THE FRONT OF THE METER CABINET.
ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316 STAINLESS STEEL
THE SCADA PANEL SHOWN IS FOR INFORMATION ONLY ANO WILL BE INSTALLED IN THE FUTURE (BY OTHERS).
(7) HIGH (8)

-'9y(5) LAG (6)

FR2
(3y) LEAD (4)
FR,
(T) OFF (2)

"'

3 . 31

4 R1 1

3  1

5R1 8
"

DPDT

PL1
HARDWARE TYPE 316 SS TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER.
THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE STANDARD LIST OF COMPONENTS REQUIRED BY UTILITIES.
ALL CONTROL WIRE TO BE #14 AWG MINIMUM.
CONTROL PANEL SHALL BE UL LISTED AND LABELED,
30 SPARE TERMINALS (TB2).
PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS PIN: MSP10G, OR SQ-D PIN: MG24532.

------------------------.,,-('  !

., .',
- -

0	-p<

POULos@iENNETT
.}.) tl>. "
ENGINEERING CERTIFICATION OF THESE STANDARDS DETAILS IS TO ESTABLIS '<¾il\ll u:£i;
STANDARDS AND SPECIFICATIONS OF THE PROJECT WORK. ADDITIONAL EN l(;/J)E'Rljj!/J''' PRINCIPLES AND DETAILS ARE TO BE SUBMITTED BY THE CONTRACTOR r rHE en:cTRICAL
ENGINEER	J -..:-:=,,,..,;:;

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803
TeL 407.487.2594 www.poulosandbennerr.com
Eng. Bus, No. 28567

316 SS TOD.I, Tf\ANSITION RESTRAINED FLANGE ADAPTER

4" 316 SS (TYP) GOOSENECK VENT WlTH SS SCREEN

FLANGED COUPLING ADAPTER RJ CHECK VALVE WI LEVER &

EMERGENCY PUMP OUT CONNECTION	j

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

7

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

Key Map:

WALL SLEEVE & COMPRESSION SEAL (TIP) ALUMINUM ACCESS HATCH
WA_OCKSET AND RECESSED HANDLE	PRECAST CONCRETE TOP
POWER CABLE PROTECTIVE LINER
F
GEOFABRIC LINER
(60MIL)
WEIGHT
PRESSURE GAUGE

PET COCK VALVE
PLUG VALVE (SEE NOTE 3)'
ALUMINUM ACCESS HATCH WILOCKSET AND RECESSED HANDLE

VALVE BOX & COVER

ELEVT
FEMALE QUICK CONNECT ANO
CHAIN-LOCK CAP (MIN. 6"), POSITION/ROTATION PER COUNTY REPRESENTATIVE (SHOWN ROTATED 90• FOR CLARITY)
z
C  C
)<
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:,i
APPENDIX A	STANDARD DRAWINGS	GENERAL

CY
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APPENDIX A	STANDARD DRAWINGS	GENERAL

"
"
.,".,,"..,'\.
a::: 0 0 1--
a_ Z
c3 a

>UJ

UJ	UJ
;;;
J.:
2" MIN DIA SCH O TYPE 316 SS DUAL SLIDE RAIL
8""6" REDUCER REDUCER AS•
."C,,
o0:::2w  J	D'.  0 D'.
_.JO<( a:::
"D''.
(PER MANUFACTURER)

-- -
REQUIRED	r
LL.(JllJ-	zO  wo
'li::'.01--=>   UJ	"'
HEAT SHRINK SEAL (TYP)-.I,; '-	'°
DRAJN PIPE 1/2" PER FOOT)

TEE WITH BLIND FLANGE
en ;u
fu "- '

'  :,:'.(/,,
Consulta11t:
LIQUID LEVEL	:;;	' HI H LEVEL ALARMS ELEV V	V_ALVE VAULT MAY BE CORED IN
CONTROLS	;i!	THE FIELD
11ot-ti "=G"''.l!">!MS=O="'==="=ev=w=-	316 ssPIPE SUPPORT (SEEDETAIL)
lu'i	6" DISGi"IARGE PIPE	RESTRAINED
C
;u
:::l :,

E

NOTES:

PUMP BASE PLATE (SEE DETAIL)
 	
(SEE NOTE 4)
BOTH PUMPS OFF  ELEV Y
(SEE NOTE 5)
BASE ELBOW	6" BASE ELBOW
. '	4"xt!" REDUCER

UNDISTURBED SOIL OR SELECTED COMMON FILL COMPACTED TO 98% MAX DENSITY PER MSHO T-180
emn ""'
-I
5
z

.,,
G)

9 11/12/20 RESUBMIT TO ORANGE COUN1Y
8 10/13/20 RESUBMIT TO ORANGE COUN1Y
7 6/rJJ/20 RESUBMIT (REVISED LAYOUl)
EACH PUMP SHALL BE FITTED WITH 6 FEET (6"·0") OF TYPE 316 SS, 3/4" CHAIN ATTACHED TO THE LIFTING MECHANISM ANO AIRCRAFT RATED 114" SS CABLE
PROVIDED BETVVEEN THE CABLE HOLDER AND THE CHAIN.
.. G>
xvw ..9
6 9/26/19 REVISE FORCEMAIN CONNECTION

WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.
3, IF PV 4 IN, LEVER OPERATED; IF PY,-4 IN, WHEEL OPERATED,
4_ ELEVATION X- ELEVATION Z 5 FEET_
PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE.
B. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.
7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.
B. ALL FLANGES: PIPE, VALVES ANO APPURTENANCES SHALL HAVE 316 S S HARDWARE.
"m mz
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¾½

- '
._:?
,  ·
UJ /,

6" THICK 3000 PSI CONCRETE WITH 6'x6'xW2.9xW2.9

5 8/30/19 RESUBMIT TO ORANGE COUNTY
4 B/8/19  RESUB1ilT TO ORANGE COUN1Y
5/29/19 BIDSBT
J 5/28/19  RESUBMIT TO ORANGECOUN1Y
2 4/17/19 RESUB1IlT TO VWCD
2/21/19 RESUB1ilT TO VWCD
12/20/18  SUBMIT TO ORANGE COUN1Y
NO.  DATE:	Dfl.SCRIPTIONS:
SUB,flSSIONS/REVJS!ONS
0	a:;/
>UJ	CL
0  '  •
VERTICAL DATUM	NAVD88
Oc	J
"C'J
tar::	c2
WELDED WIRE FABRIC
0z-,-
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JOB NO.,	18-001
.u..,,C-<:
;um
CJ
UJ I;;
D'. a.	.z:	0"' z
DESIGNED BY:	CB
D	cu,
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CONCRETE EXPANSION JOINTS (TYP)
DRAWN BY,	CB/CSL/JSK/TF
CHECKED BY,	CB/CMB
APPROVED BY,	CMB
SCALE IN FEET,	N.T.S.
0	.;C:,, ,C . =!
en	)>
i';!

ffi
Project Name:
GRANDE PINES ORANGEWOOD
ACCESS
OPENING
F
CABLE
HOLDER

12" MIN

WALL SLEEVE AND
COMPRESSION SEAL

REDUCER AS REQUIRED
0.z,, z r
z
NCL  78.0  &
10 YR/24 HR. 81.2
25 YR/24 HR. 81.5
100 YR/24 HR. 82.D
100 YR/72 HR. 83.D
N-2PD PARCEL11D PHASE1

TO THE FUTURE
---	SCADA PANEL
C

1" SCH 80 PVC CONDUIT

\	4
\	d	d

FMF-2
C:

NOTES:
1, SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS_

ORANGE COUNTY UTILITIES
 I	

\	,9.
d
0
'Ji.
ai
2i
I		 	
4	"
18' coNCRET
d	<l
"
"
LINED

"E PAVEMENT	do	<l
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4

4
' 		,·

Jurisdictio□:
ORANGE COUNTY, FL

Sheet Title:

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

APPENDIX A	STANDARD DRAWINGS	GENERAL

ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

LINED
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MANHOLE #8  o_
,· •  sS
STANDARD LIFT
STATION DETAILS
APPENDIX A

D
STANDARD DRAWINGS	GENERAL
MANHOLE #7

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Sheet No.:
11	C9.42
Seal:  ,,111111111	N
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I	I	'::::,:'9:- .·.·.vcENs..···
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4	I	2" GATE VALVE WITH A
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lJill 2JO.. -1,'ATER METER
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FIRE HOSE CONNECTOR

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CD-I	ffi
2" WATER SERVICE	 LIFT STATION SITE PLAN	s·	o
SEE QCU DETAlLA402-5 FOR ADDITIONAL DETAILS		

1o·
I
SCALE IN FEET

20'
I
FOR NON-RESIDENTIAL ROADS, DISTANCE BETWEEN EDGE OF PAVEMENT AND GATE SHALL BE 20' MINIMUM.
PUMP STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED TO ORANGE COUNTY UTILITIES.
THIS DIMENSION, AS MEASURED FROM THE CENTER OF THE WET WELL TO THE PUBLIC UTILITY EASEMENT LIMIT, SHALL BE EQUAL GREATER THAN THE DEPTH OF THE WET WELL.
.g,
ro•
CONTROL PANEL DOOR HINGES TO BE LOCATED ON THE SIDE OF THE PANEL FARTHEST FROM THE
DRIVEWAY SUBGRADE TO BE 8" INCH THICK. SUBGRADE TO BE COMPACTED TO A MINIMUM DENSITY BY ASTM Dl557.
WELL.
98% OF THE

MAX DENSITY AS
.;;;
0
,N

N
THE BOUNDARY OF ALL NEW PUMP STATION TRACK SHOULD BE LOCATED MINIMUM OF 50 FEET AWAY FROM ANY SINGLE FAMILY RESIDENTIAL LOT INCLUDING TOWNHOMES.
;	5	7	9
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 \v.vw.poulos!lndbennett.com
Eng. Bus. No. 28567

EXHIBIT B

FORM OF REQUISITION 2021 ACQUISITION AND CONSTRUCTION ACCOUNT

Grande Pines Community Development District Orange County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2021 (ASSESSMENT AREA ONE)

The undersigned, a Responsible Officer of the Grande Pines Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the “Trustee”), dated as of March 1, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of March 1, 2021 (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number; 9

Name of Payee; Poulos & Bennett

Amount Payable; $4,296.25

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Invoice # 19- 151(25) - Bond Issuance for June 2022

Account from which disbursement to be made: 2021 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account referenced in “E” above;

each disbursement set forth above was incurred in connection with the Cost of the Assessment Area One Capital Improvement Program;

52755415;13
C-1

each disbursement represents a Cost of the Assessment Area One Capital Improvement Program which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT

The undersigned District Engineer hereby certifies that; (i) this disbursement is for the Cost of the Assessment Area One Capital Improvement Program and is consistent with the report of the District Engineer, as such report has been amended or modified; (ii) that the portion of the Assessment Area One Capital Improvement Program improvements being acquired from the proceeds of the 2021 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the Assessment Area One Capital Improvement Program improvements subject to this disbursement are constructed in a sound workmanlike mannerand in accordance with industry standards; (iv) the purchase price being paid by the District for the Assessment Area One Capital Improvement Program improvements being acquired pursuant to this disbursement is no more than the Je ser of the fair market value of such impr vem nts and the actu {,  Ufl ,JJ truction_ of such unprovements; and (v) the plans and spec1ficat10ns for the A  s ,N,M.. ' /.Capital
Improvement Program improvements subject to this disbursern {?.beC%).TI}P all Regulatory Bodies required to approve them.	.• \...\  1•lS1:.._' ;.
:	·-
ra..r-.........-,- •  /'J -:=;.

5275541 5;13

C-2

Poulos & Bennett, LLC 2602 E. Livingston St. Orlando, FL 32803
407-487-2594

Grande Pines CDD
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
Invoice number Date
19-151(25)
07/25/2022
Project 19-151 GRANDE PINES CDD
Professional services for the period ending: June 30, 2022

Invoice Summary									
		Contract	Percent	Prior	Total	Remaining	Current	Current	
Description		Amount	Complete	Billed	Billed	Percent	Percent	Billed	
.01 ENGINEER'S REPORT		15,000.00	99.92	14,987.50	14,987.50	0.08	0.00	0.00	
.02 MISCELLANEOUS SERVICES		0.00	0.00	2,760.00	2,816.25	0.00		56.25	
.03 2020 BOND ISSUANCE		0.00	0.00	8,351.25	12,647.50	0.00			
.99 REIMBURSABLE EXPENSES		0.00	0.00	0.80	0.80	0.00		0.00	
	Total	15,000.00		26,099.55	30,452.05			4,352.50	
Hourly Tasks:

.02 Miscellaneous Services				
	
Hours	
Rate	Billed Amount	
Practice Team Leader	0.25	225.00	56.25	

.03 2020 Bond Issuance					
Billed	
			Hours	Rate	Amount	
Practice Team Leader			2.25	225.00	506.25	
Project Engineer			5.50	135.00	742.50	
Staff Engineer			26.50	115.00	3,047.50	
		Phase subtotal			4,296.25	

.02 Miscellaneous Services - June Board Meeting

.03 2020 Bond Issuance - Preparation of requisition for phase 1 construction cost

Invoice total	,,,-4,352:58-

Aging Summary
Invoice Number	
Invoice Date	
Outstanding	
Current	
Over 30	
Over 60	
Over 90	
Over120	
19-151(24)	05/24/2022	112.50			112.50			
19-151(25)	07/25/2022	4,352.50	4,352.50					
	Total	4,465.00	4,352.50	0.00	112.50	0.00	0.00	

Grande Pines CDD
Net 30 days
Invoice date 07/25/2022
Page 1

!!"#$%&  3
Grande Pines
Communify Development District	Funding Request #34 August 19, 2022

	General Fund	
Payee	FY2022	

1	Achal Aggarwal		
Inv# 08152022-Supervisor Fee	$	215.30	
2	Amanda Whitney		
Inv# 08152022-Supervisor Fee	$	215.30	
3	GMS-CF, LLC.		
Inv# 38 - Management Fees - Aug 22	$	3,336.32	
4	Linda Kepfer		
Inv# 08152022-Supervisor Fee	$	215.30	
5	Orlando Sentinel		
Inv# 058046842000- July 2022	$	559.86	
6	Poulos & Bennett		
Inv# 19-151(25) Engineer Services - June 2022	$	56.25	
7	US Bank		
Inv# 6504129 Special Assessment Fees 4/1-3/31/23	$	4,040.63	
	$	8,638.96	
	
	Total:	 $	8,638.96	
Please make check payable to:		
Grande Pines Community Development District 6200 Lee Vista BLVD Suite 300
Ortando FL,. 32822		
GMS-Central Florida, LLC
1001 Bradford Way
Kingston, TN 37763
Invoice

Bill To:
Grancte Pines COD 219 E. Living$t0n St. Orlando, FL 32801
Invoice#: 38
Invoice Date: 8/1/22
Due Date: 8/1/22
Case:
P.O. Number:

 	
DeHription	Hours/Qty	Rate	Amount

Management Fees - August 2022		
Website Administration - August 2022				 Information Technology-August 2022	 		  DisseminatiQn Agent Services - August 2022	 		  Postage			
Coples			

 		2,916.67
41.67
83.33
1.67
0.13
2.85	2,916.67
41.67
83.33
291.67
0.13
2.85	

Total	$3,336.32	
Payments/Credits	$0.00	
Balance Due	$3,336.32	

Orlando Sentinel
-	MEDIA GROUP

INVOICE

PO Box 8023
Willoughby, OH 44096

adbilling@tribpub.com 844-348-2445
Invoice Details
Billed Account Name: Billed Account Number: Invoice Number: Invoice Amount:
Billing Period: Due Date:

Grande Pines Cdd CU80068057 058046842000
$559.86 07/01/22 - 07/31/22
08/30/22

Page 1 of 2
Invoice Details
Date	tronc
Re rence#

Descript1on	Ad Size/  Rate
Units

Gross
Am	n

Total
06/27/22 OSC58046842	Classified Listings, Online 07/04/22	Public Hearling/Bid/Misc_Legal
7237806
559.86

Account Summary
FIM·iiiiAMl--ffflJ◄

Current	1-30	31-60	61-90	91+	Unappiied
Amount	
559.86	0.00	0.00	0.00	0.00	0.00	

RECEIVED
AUG ,J9 2022

Please detach and retum this portion with your payment.

OrlandoSentinel
-	MEDIA GROUP

PO Box 8023
Willoughby, OH 44096
Remittance Section
Billed Period:
Billed Account Name: Billed Account Number: Invoice Number:

07/01/22 - 07/31/22
Grande Pines Cdd CU80068057 058046842000

Return Service Requested

08820□□190	PRESORT 190 1 SP 0.570 P3C1 <B>
•h•11I1•1•11,IIII•1•hIII•11111•11111•11111111111111,1111I•11111
GRANDE PINES COD

219 E. LIVINGSTON STREET ORLANDO FL 32801-1508

For questions regarding this billing, or change of address notification, please contact Customer Care:

Orlando Sentinel PO Box8023
Willoughby, OH 44096
1I 11111111IniiI11'1111ii i III111•11111111•11•I1111II l1i111l11111i
Orlando Sentinel
MEOlA GROUP

Smd.To;
Grande Pines CDD - CU80068057 219 E. Livingston Street
Orlando, FL 32801
Published Daily ORANGE County, Florida

Bill To:
Grande Pines CDD - CU80068057 219 E. Livingston Street
Orlando, FL 32801

State Of Florida County Of Orange

Before the undersigned authority personally appeared
Rose Williams, who on oath says that he or she is a duly authorized representative of the ORLANDO SENTINEL, a DAILY newspaper published in ORANGE County, Florida; that the attached copy of advertisement, being a Legal Notice in:

The matter of 11200-Misc. Legal
Was published in said newspaper by print in the issues of, or by publication on the newspaper's website, if authorized on Jun 27, 2022; Jul 04, 2022.

Affiant further says that the newspaper complies with all legal requirements for publication in Chapter 50, Florida Statutes.

      Rose Williams

Signature of Affiant	Name of Affiant

Sworn to and subscribed before me on this 5 day of July, 2022,
by above Affiant, who is personally known to me (X) or who has produced identification ( ).

Signature of Notary Public

Name of Notary, Typed, Printed, or Stamped

7237806
Orlando Sentinel
- ------ME01 GROUP

7237806

POULOS ENNETT

Poulos & Bennett, LLC 2602 E. Livingston St. Orlando, FL 32803
407-487-2594

Grande Pines COD
6200 Lee Vista Boulevard, Suite 300
Orlando, FL 32822
Invoice number Date
19-151(25)
07/25/2022
Project 19-151 GRANDE PINES COD
Professional services for the period ending: June 30, 2022

Invoice Summary									
		Contract	Percent	Prior	Total	Remaining	Current	Current	
Description		Amount	Complete	Billed	Billed	Percent	Percent	Billed	
.01 ENGINEER'S REPORT		15,000.00	99.92	14,987.50	14,987.50	0.08	0.00	0.00	
.02 MISCELLANEOUS SERVICES		0.00	0.00	2,760.00	2,816.25	0.00		56.25	
.03 2020 BOND ISSUANCE		0.00	0.00	8,351.25	12,647.50	0.00		4,296.25	
.99 REIMBURSABLE EXPENSES		0.00	0.00	0.80	0.80	0.00		0.00	
	Total	15,000.00		26,099.55	30,452.05			4,352.50	
Hourly Tasks:

.02 Miscellaneous Services				
	
Hours	
Rate	Billed Amount	
Practice Team Leader	0.25	225.00	56.25	

.03 2020 Bond Issuance					

Hours	
Rate	Billed Amount	
Practice Team Leader		2.25	225.00	506.25	
Project Engineer		5.50	135.00	742.50	
Staff Engineer		26.50	115.00	3,047.50	
	Phase subtotal			4,296.25	

.02 Miscellaneous Services - June Board Meeting

.03 2020 Bond Issuance - Preparation of requisition for phase 1
construction cost

Invoice total	4,352.50

Aging Summary
Invoice Number	
Invoice Date	
Outstanding	
Current	
Over 30	
Over 60	
Over90	
Over 120	
19-151(24)	05/24/2022	112.50			112.50			
19-151(25)	07/25/2022	4,352.50	4,352.50					
	Total	4,465.00	4,352.50	0.00	112.50	0.00	0.00	

Grande Pines CDD
Net 30 days
Invoice date 07/25/2022
Page 1

 	 	
[!I3bank.	2/3
Cocporate Trust Services EP-MN-WN3L
60 Livingston Ave. St. Paul, MN 55107
Invoice Number: Account Number: Invoice Date: Direct Inquiries To: Phone:
6504129
264128000
04/25/2022
STACEY JOHNSON
407-835-3805

GRANDE PINES COMMUNITY DEVEL DIST ATTN GEORqE FLINT
6200 LEE VISTA BLVD SUITE 300
ORLANDO FL 32822

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS SERIES 2021 (ASSESSMENT AREA ONE) REVENUE ACCOUNT

The following is a statement of transactions pertaining to your account. For further information. please review the attached.
STATEMENT SUMMARY

PLEASE REMIT BOTTOM COUPON PORTION OF THIS PAGE WITH CHECK PAYMENT OF INVOICE.

TOTAL AMOUNT DUE	$4,040.63

All invoices are due upon receipt.

Please detach at perforation and return bottom portion of the statement with your check, payable to U.S. Bank.

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS SERIES 2021 (ASSESSMENT AREA ONE) REVENUE ACCOUNT

Wire Instructions:
U.S. Bank
ABA # 091000022
Acct# 1-801-5013-5135
Trust Acct# 264128000
Invoice# 6504129 Attn: Fee Dept St. Paul
Please mail payments to:
U.S. Bank CM-9690
PO BOX 70870
St. Paul, MN 55170-9690
[!Dbank.	Corporate Trust Services
3/3
EP-MN-WN3L
60 Livingston Ave.
St. Paul, MN 55107

GRANDE PINES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS SERIES 2021 (ASSESSMENT AREA ONE) REVENUE ACCOUNT

Accounts Included	264128000 In This Relationship:
264128001	264128002
264128003	264128004
264128005

CURRENT CHARGES SUMMARIZED FOR ENTIRE RELATIONSHIP

Detail of Current Charges	Volume	Rate	Portion of Year	Total Fees	

04200 Trustee	1.00	
3,750.00	
100.00%	
$3,750.00		
Subtotal Administration Fees - In Advance 04/01/2022 - 03/31/2023			$3,750.00		

Incidental Expenses 04/01/2022 to 03/31/2023
Subtotal Incidental Expenses

TOTAL AMOUNT DUE
3,750.00	0.0775

$290.63

$290.63

$4,040.63

The fees shown on this invoice are reflective of the most recent fee schedule or notice offee adjustment provided by U.S. Bank.
Page 2 of 2
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