Valencia Water Control District

Agenda October 14, 2025

Agenda

VALENCIA WATER CONTROL DISTRICT
NOTICE OF MEETING OF
BOARD OF SUPERVISORS

Please be advised that the Meeting of the Board of Supervisors of Valencia Water Control District will be held on Tuesday, October 14, 2025 at 1:00 P.M. in the Lake Ridge Village Clubhouse, 10630 Larissa Street (Directions listed below). Attached is an Agenda for the meeting.

George S. Flint, District Director

DIRECTIONS TO MEETING:
From Orlando go West on I-4 to the Beach Line Expressway (528); go east past International Drive to Orangewood Blvd.; Go South on Orangewood Blvd., through 4- way stop at Gateway, turn left on Larissa Street. Proceed to Lake Ridge Village Clubhouse on right.

DISTRIBUTION

Roy Miller; William Ingle; Debra Donton; Achal Aggarwal; Bill Argus; David E. Mahler; Stephen F. Broome; Green Briar Village Clubhouse; Lake Ridge Village Clubhouse; Lime Tree Village Clubhouse; Montpelier Village Clubhouse; Parkview Pointe Village Clubhouse; Somerset Village Clubhouse; Deer Creek Village Clubhouse; Wingate Club; Lyle Spector, WHOA; and Tom Johnson, Orangewood HOA; Roy Miller, Waterview HOA; and Ken Lafrance, Windsor Walk.
"Persons are advised that if they decide to appeal any decisions made at these meetings/hearings, they will need a record of the proceedings and for such purpose they may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is to be based, per section 298.OJ 05, Florida Statutes. "
"In accordance with the Americans with Disabilities Act, persons with disabilities needing a special accommodation should contact Valencia Water Control District at
(407) 841-5524 x 101, not later than forty-eight hours prior to the meeting."

AGENDA
October 14, 2025

VALENCIA WATER CONTROL DISTRICT BOARD OF SUPERVISORS MEETING
1 P.M.

LAKE RIDGE VILLAGE CLUBHOUSE 10630 LARISSA STREET
WILLIAMSBURG, ORLANDO, FLORIDA 32821

Item
Call Meeting to Order

Public Comment Period

Approval of September 9, 2025 Monthly Meeting Minutes

General Fund Financial Reports
Consideration of Amended Fiscal Year 2025 Budget
Engineer’s Report
Consideration of Permit #0536 – SWO Project Neptune
Attorney’s Report
Director’s Report
Customer Call Log
Consideration of 2026 Non-Ad Valorem Assessment Administration Agreement with the Orange County Property Appraiser
Consideration of Temporary Access Easement Agreement with W.A. Chester

Other Business

Adjournment

Minutes

MINUTES OF THE MONTHLY MEETING OF THE BOARD OF SUPERVISORS
OF VALENCIA WATER CONTROL DISTRICT

September 9, 2025

The monthly meeting of the Board of Supervisors of VALENCIA WATER CONTROL DISTRICT was held at 1:00 P.M. on Tuesday, September 9, 2025, at the Lake Ridge Village Clubhouse, 10630 Larissa Street, Orlando, Florida. Physically present were Supervisors Roy Miller, Debra Donton, Achal Aggarwal, William Von Ingle, and Bill Argus. Also, in attendance were the following: George Flint, District Director; Stephen Broome, District Counsel; Stacie Vanderbilt, District Administrative Assistant; David Mahler, District Engineer; Dan Brown, Sthern Environmental; and Robert Szozda, GMS-CF.
ITEM #1	Call Meeting to Order
Mr. Flint called the meeting to order at 1:00 P.M. A quorum of five Board members were present.
ITEM #2	Public Comment Period
There being none,
ITEM #3	Approval of June 30, 2025 Minutes
Mr. Flint stated the next item was the minutes from the June 30, 2025 meeting. He asked for any corrections. There being none,

On MOTION by Mr. Aggarwal, seconded by Ms. Donton, with all in favor the Minutes from the June 30, 2025 Monthly Meeting, were approved, as presented.

ITEM #4	General Fund Financial Reports

Mr. Flint went through the financials with the Board. We went over a little on prorated items for Engineering, Canal Maintenance, and Tree Trimming projects. The transfer to the Capital Reserve was done.
Mr. Aggarwal asked how can we collect more than 100% of assessments? Mr. Flint explained we have to gross up the assessments for early collections.
ITEM #5	Engineer’s Report

September 9, 2025	Valencia Water Control District

Review of Bid Tabulation and Approval of Contract Agreement for C-10 Canal Bank Restoration
Mr. Flint reminded the Board that the project was previously bid out and had to be rejected due to only receiving one response that was over budget.
Mr. Mahler advised the Board on all the bids that were received when they asked for pricing. He walked the property with the lone bidder D.O.S. Services. The bid tabulation was including in the agenda and he recommended awarding to D.O.S.
Mr. Von Ingle asked why there was such a large gap in pricing from D.O.S. against the other bidders?
Mr. Mahler replied he has low overhead compared to other larger companies.

On MOTION by Ms. Donton, seconded by Mr. Argus, with all in favor the Contract Agreement for C-10 Canal Bank Restoration with
D.O.S. Services, was approved.

ITEM #6	Attorney’s Report
Mr. Broome had nothing new to report to the Board.

ITEM #7	Director’s Report
Customer Call Log
Mr. Flint reviewed the log with the Board. Parkview Point residents complained about No Trespassing signs. We installed one in the right of way by the street so residents on either side couldn’t complain. Other residents wanted signs in their yard, but the District couldn’t do that. Mr. Vincent’s items referred to the HOA owned wetland having a homeless person camp. His tree was also trimmed. Dan Brown and the team received a compliment for mowing.
Ratification of Proposal from Aquatic Management Strategies, Inc. for Hydrilla Treatments
Mr. Flint stated I approved this work and it needs to be ratified.

On MOTION by Mr. Miller, seconded by Mr. Aggarwal, with all in favor the Proposal from Aquatic Management Strategies, Inc. for Hydrilla Treatments, was ratified.

ITEM #8	Other Business
Mr. Miller asked what is going on with Big Sand Lake?
Mr. Flint responded we haven’t heard from the representatives since their presentation. Mr. Mahler stated there was a combination of construction plus steady rains that may have

2

September 9, 2025	Valencia Water Control District

raised the levels to begin with. Once the I-4 Ultimate construction and 528 construction completed and the rain being less this year, helped lower the levels.
Mr. Miller stated the pipe that they are taking over the Orangewood bridge, how long will that take? Someone said February.
Mr. Mahler stated I will have to get the work schedule and see what it says. I will get it to

GMS.

Mr. Miller stated the top of the C-1 Canal vegetation needs to be treated. Mr. Flint stated I asked the vendor to treat it and will follow up.

ITEM #9	Adjournment

On MOTION by Ms. Donton, seconded by Mr. Aggarwal, the meeting was adjourned at 1:23 pm.

Stephen F. Broome, Secretary

Roy Miller

William Von Ingle

Debra Donton

Achal Aggarwal

Bill Argus

3

Section IV

Valencia
Water Control District

Unaudited Financial Reporting
September 30, 2025

Table of Contents

1

2-3

4

5

6

Balance Sheet

General Fund Income Statement

Capital Reserve Fund

Month to Month

Assessment Receipt Schedule

Valencia
Water Control District Balance Sheet September 30, 2025

	General Fund	Capital Reserve Fund	Totals Governmental Funds	
Assets:				
Current Assets
Cash - Truist Bank	
$	50,575	
$	139,481	
$	190,055	
Petty Cash	100	-	100	
Prepaid Expenses	17,008	-	17,008	
Investment:				
State Board of Administration	96,865	1,329,010	1,425,874	
Total Current Assets	$	164,547	$	1,468,491	$	1,633,038	

Fixed Assets				
Land	$	700,120	$	-	$	700,120	
Structures	672,531	-	672,531	
Canals	2,888,690	-	2,888,690	
Ponds	1,245,537	-	1,245,537	
Equipment & Office Furniture	6,703	-	6,703	
Accumulated Depreciation	(4,796,941)	-	(4,796,941)	
Total Fixed Assets	$	716,640	$	-	$	716,640	
				
Total Assets	$	881,187	$	1,468,491	$	2,349,678	
Liabilities:				
Accounts Payable	$	-	$	-	$	-	
Total Liabilities	$	-	$	-	$	-	

Fund Balances:				
Unassigned	$	164,547	$	1,468,491	$	1,633,038	
Net Assets Capitalized	716,640	-	716,640	
Total Fund Balances	$	881,187	$	1,468,491	$	2,349,678	
				
Total Liabilities & Fund Equity	$	881,187	$	1,468,491	$	2,349,678	

1

Valencia
Water Control District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending September 30, 2025

Adopted	Prorated Budget	Actual	
Budget	Thru 09/30/25	Thru 09/30/25	Variance	

Revenues:		
Assessments - Tax Roll	$	617,665	$	617,665	$	630,731	$	13,066	
Interest	2,000	2,000	2,702	702	
Miscellaneous Revenues	-	-	1,145	1,145	
Total Revenues	$	619,665	$	619,665	$	634,578	$	14,913	

Expenditures:					
Administrative:					
Supervisor Fees	$	2,500	$	2,500	$	750	$	1,750	
Engineering Fees	37,200	37,200	49,685	(12,485)	
Attorney Fees	12,000	12,000	12,000	-	
Annual Audit	5,200	5,200	4,700	500	
Assessment Roll Certification	5,250	5,250	5,250	-	
Management Fees	55,944	55,944	55,944	-	
Information Technology	1,890	1,890	1,890	-	
Website Maintenance	1,260	1,260	1,260	-	
Insurance	14,975	14,975	14,158	817	
Report Preparation - NPDES	15,000	15,000	8,206	6,794	
Office Lease/Storage	3,000	3,000	2,761	239	
Printing & Binding	500	500	302	198	
Postage	600	600	360	240	
Legal Advertising	2,500	2,500	827	1,673	
Bank Fees	600	600	518	82	
Other Current Charges	400	400	-	400	
Office Supplies	350	350	74	276	
Election Fees	5,500	5,500	5,548	(48)	
Meeting Rental Fee	500	500	200	300	
Dues, Licenses & Subscriptions	2,175	2,175	1,175	1,000	
Total Administrative:	$	167,344	$	167,344	$	165,608	$	1,736	
Operations & Maintenance					
Contracts:
Aquatic Weed Control	
$	45,651	
$	45,651	
$	42,481	
$	3,170	
Mowing	130,000	130,000	115,792	14,208	
Tree Trimming	40,000	40,000	64,800	(24,800)	
Water Quality Monitoring	19,746	19,746	17,552	2,194	
Repairs & Maintenance:
Canal & Retention Pond Maintenance	
20,000	
20,000	
27,166	
(7,166)	
Security Gates & Signs	750	750	-	750	
NPDES Inspection & Fees	6,000	6,000	1,875	4,125	
Operating Supplies	500	500	31	469	
Contingency	2,500	2,500	-	2,500	
Total Operations & Maintenance:	$	265,147	$	265,147	$	269,696	$	(4,549)	

2

Valencia
Water Control District General Fund
Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending September 30, 2025

Adopted	Prorated Budget	Actual	
Budget	Thru 09/30/25	Thru 09/30/25	Variance	

Capital Improvements		
Transfer Out - Capital Reserve	$	187,174	$	187,174	$	187,174	$	-	
Total Reserves	$	187,174	$	187,174	$	187,174	$	-	
					
Total Expenditures	$	619,665	$	619,665	$	622,478	$	(2,813)	
					
Excess Revenues (Expenditures)	$	-		$	12,100		
					
Fund Balance - Beginning	$	-		$	152,448		
					
Fund Balance - Ending	$	-		$	164,547		

3

Valencia
Water Control District Capital Reserve
Statement of Revenues, Expenditures, and Changes in Fund Balance For The Period Ending September 30, 2025

Adopted	Prorated Budget	Actual	
Budget	Thru 09/30/25	Thru 09/30/25	Variance	

Revenues:		
Transfer In	$	187,174	$	187,174	$	187,174	$	-	
Interest	45,000	45,000	52,360	7,360	
Total Revenues	$	232,174	$	232,174	$	239,534	$	7,360	

Expenditures:					
Contingency	$	500	$	500	$	504	$	(4)	
Capital Outlay	70,461	70,461	66,600	3,861	
Total Expenditures	$	70,961	$	70,961	$	67,104	$	3,856	
					
Excess Revenues (Expenditures)	$	161,214	$	161,214	$	172,430		
					
Fund Balance - Beginning	$	1,239,466		$	1,296,061		
					
Fund Balance - Ending	$	1,400,680		$	1,468,491		

4

Valencia
Water Control District Month to Month
Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total	
Revenues:

Assessments - Tax Roll	$	-	$	20,850	

$	224,516	

$	30,642	

$	134,024	

$	49,567	

$	15,629	

$	59,521	

$	15,929	

$	10,094	

$	66,814	

$	3,145	

$	630,731	
Interest	190	178	180	176	159	176	170	176	171	177	552	397	2,702	
Miscellaneous Revenues	-	-	-	-	-	-	-	-	-	1,145	-	-	1,145	
Total Revenues	$	190  $	21,028	$  224,696	$	30,818	$  134,182	$	49,743	$	15,799	$	59,698	$	16,100	$	11,416	$	67,366	$	3,542	$	634,578	

Expenditures:

Administrative:
Supervisor Fees	$	-	$	-	$	-	$	-	$	-	$	200	$	-	$	150	$	200	$	-	$	-	$	200	$	750	
Engineering Fees	2,165	4,363	2,945	6,368	2,100	6,905	4,460	4,275	9,075	3,493	3,538	-	49,685	
Attorney Fees	1,000	1,000	1,000	1,000	1,000	1,000	1,000	1,000	1,000	1,000	1,000	1,000	12,000	
Annual Audit	-	-	-	-	-	-	-	-	4,700	-	-	-	4,700	
Assessment Roll Certification	5,250	-	-	-	-	-	-	-	-	-	-	-	5,250	
Management Fees	4,662	4,662	4,662	4,662	4,662	4,662	4,662	4,662	4,662	4,662	4,662	4,662	55,944	
Information Technology	158	158	158	158	158	158	158	158	158	158	158	158	1,890	
Website Maintenance	105	105	105	105	105	105	105	105	105	105	105	105	1,260	
Insurance	14,158	-	-	-	-	-	-	-	-	-	-	-	14,158	
Report Preparation - NPDES	3,389	650	693	1,663	-	1,030	-	-	-	423	360	-	8,206	
Office Lease/Storage	251	251	251	251	251	251	251	251	251	251	251	-	2,761	
Printing & Binding	24	-	-	-	59	-	138	-	74	8	-	-	302	
Postage	26	6	3	6	31	3	156	5	30	43	49	2	360	
Legal Advertising	-	-	-	-	-	167	208	-	452	-	-	-	827	
Bank Fees	41	41	41	40	44	44	50	44	44	43	44	43	518	
Other Current Charges	-	-	-	-	-	-	-	-	-	-	-	-	-	
Office Supplies	13	0	0	2	13	0	13	0	16	16	0	0	74	
Election Fees	-	-	-	-	-	-	-	-	5,548	-	-	-	5,548	
Meeting Rental Fee	-	-	-	-	-	50	-	50	50	-	-	50	200	
Dues, Licenses & Subscriptions	175	-	-	-	-	-	-	-	1,000	-	-	-	1,175	
Total Administrative:	$	31,416	$	11,234	$	9,857	$	14,254	$	8,423	$	14,575	$	11,200	$	10,699	$	27,363	$	10,201	$	10,166	$	6,220	$	165,608	

Operations & Maintenance
Contracts:	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	

$	-	
Aquatic Weed Control	2,554	2,554	2,554	2,554	2,554	2,554	3,934	2,554	2,554	2,554	13,004	2,554	42,481	
Mowing	19,556	5,595	-	-	-	-	5,595	20,047	19,802	19,802	19,802	5,595	115,792	
Tree Trimming	-	-	-	-	-	-	-	-	-	64,800	-	-	64,800	
Water Quality Monitoring	1,646	1,646	1,646	1,646	1,646	1,646	1,646	1,646	1,646	1,097	1,646	-	17,552	
Repairs & Maintenance:
Canal & Retention Pond Maintenance	
1,000	
5,384	
12,782	
1,000	
1,000	
1,000	
1,000	
1,000	
1,000	
1,000	
1,000	
-	
27,166	
Security Gates & Signs	-	-	-	-	-	-	-	-	-	-	-	-	-	
NPDES Inspection & Fees	-	-	1,875	-	-	-	-	-	-	-	-	-	1,875	
Operating Supplies	-	-	-	-	-	-	-	-	-	-	31	-	31	
Contingency	-	-	-	-	-	-	-	-	-	-	-	-	-	
Total Field Operations:	$	24,756	$	15,178	$	18,857	$	5,200	$	5,200	$	5,200	$	12,174	$	25,247	$	25,001	$	89,253	$	35,482	$	8,149	$	269,696	

Capital Improvements														
Transfer Out - Capital Reserves	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	187,174	$	-	$	-	$	187,174	
Total Reserves	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$  187,174	$	-	$	-	$	187,174	
														
Total Expenditures	$	56,172	$	26,413	$	28,714	$	19,453	$	13,622	$	19,774	$	23,374	$	35,946	$	52,365	$  286,628	$	45,648	$	14,369	$	622,478	
														
Excess Revenues (Expenditures)	$	(55,982)	$	(5,385)	$	195,982	$	11,365	$	120,560	$	29,969	$	(7,575)	$	23,752	$	(36,265)	$  (275,212)	$	21,718	$	(10,827)	$	12,100	

5

Valencia

Gross Assessments	$	650,173.36	$	650,173.36	
Net Assessments	$	617,664.69	$	611,162.96	
	100.00%	100.00%	

Water Control District Special Assessment Receipts Fiscal Year 2025

ON ROLL ASSESSMENTS

Date	Distribution	Gross Amount	Commissions	Discount/Penalty	Interest	Net Receipts	O&M Portion	Total	

11/6/24	
1	
$2,518.20	
$23.99	
$119.41	
$0.00	
$2,374.80	
$2,374.80	
$2,374.80	
11/13/24	2	$2,503.79	$24.04	$100.27	$0.00	$2,379.48	$2,379.48	$2,379.48	
11/22/24	3	$16,935.73	$162.58	$677.90	$0.00	$16,095.25	$16,095.25	$16,095.25	
12/04/24	4	$74,707.68	$717.18	$2,989.85	$0.00	$71,000.65	$71,000.65	$71,000.65	
12/11/24	5	$110,507.43	$1,060.87	$4,420.17	$342.92	$105,369.31	$105,369.31	$105,369.31	
12/18/24	6	$50,659.19	$486.33	$2,026.67	$0.00	$48,146.19	$48,146.19	$48,146.19	
01/13/25	7	$32,242.41	$309.52	$1,290.45	$0.00	$30,642.44	$30,642.44	$30,642.44	
02/12/25	8	$141,024.28	$1,353.77	$5,646.96	$0.00	$134,023.55	$134,023.55	$134,023.55	
03/12/25	9	$52,142.39	$500.68	$2,074.27	$0.00	$49,567.44	$49,567.44	$49,567.44	
04/11/25	10	$16,424.82	$157.87	$638.03	$0.00	$15,628.92	$15,628.92	$15,628.92	
05/13/25	11	$62,141.96	$601.23	$2,019.29	$0.00	$59,521.44	$59,521.44	$59,521.44	
06/12/25	INT	$0.00	$0.00	$0.00	$9,387.34	$9,387.34	$9,387.34	$9,387.34	
06/13/25	12	$6,766.64	$66.07	$161.13	$1.97	$6,541.41	$6,541.41	$6,541.41	
07/15/25	13	$10,196.07	$101.97	$0.00	$0.00	$10,094.10	$10,094.10	$10,094.10	
08/15/25	14	$68,296.50	$674.90	$807.20	$0.00	$66,814.40	$66,814.40	$66,814.40	
09/15/25	15	$2,091.00	$20.91	$0.00	$0.00	$2,070.09	$2,070.09	$2,070.09	
09/15/25	INT	$0.00	$0.00	$0.00	$1,074.68	$1,074.68	$1,074.68	$1,074.68	
	TOTAL	$	649,158.09	$	6,261.91	$	22,971.60	$	10,806.91	$	630,731.49	$	630,731.49	$	630,731.49	

103.20%
$	(19,568.53)

Net Percent Collected Balance Remaining to Collect

6

Section V

Valencia
Water Control District

Amended Budget FY2025

Table of Contents

1-2		General Fund

Valencia
Water Control District
Amended Budget FY2025
General Fund

Adopted
Budget	
Increase/	Amended
Budget	Actual
Thru	
FY2025	(Decrease)	FY2025	9/30/25	

Revenues:		
Assessments - Tax Roll	$	617,665	$	-	$	617,665	$	630,731	
Interest	2,000	710	2,710	2,702	
Miscellaneous Revenues	-	1,145	1,145	1,145	
Total Revenues	$	619,665	$	1,855	$	621,520	$	634,578	

Expenditures:					
Administrative:					
Supervisor Fees	$	2,500	$	(1,500)	$	1,000	$	750	
Engineering Fees	37,200	16,000	53,200	49,685	
Attorney Fees	12,000	-	12,000	12,000	
Annual Audit	5,200	(500)	4,700	4,700	
Assessment Roll Certification	5,250	-	5,250	5,250	
Management Fees	55,944	-	55,944	55,944	
Information Technology	1,890	-	1,890	1,890	
Website Maintenance	1,260	-	1,260	1,260	
Insurance	14,975	-	14,975	14,158	
Report Preparation - NPDES	15,000	(2,500)	12,500	8,206	
Office Lease/Storage	3,000	-	3,000	2,761	
Printing & Binding	500	-	500	302	
Postage	600	-	600	360	
Legal Advertising	2,500	-	2,500	827	
Bank Fees	600	-	600	518	
Other Current Charges	400	(200)	200	-	
Office Supplies	350	(150)	200	74	
Election Fees	5,500	50	5,550	5,548	
Meeting Rental Fee	500	(300)	200	200	
Dues, Licenses & Subscriptions	2,175	-	2,175	1,175	
Total Administrative:	$	167,344	$	10,900	$	178,244	$	165,608	
Operations & Maintenance					
Contracts:
Aquatic Weed Control	
$	45,651	
$	-	
$	45,651	
$	42,481	
Mowing	130,000	-	130,000	115,792	
Tree Trimming	40,000	24,800	64,800	64,800	
Water Quality Monitoring	19,746	-	19,746	17,552	
Repairs & Maintenance:
Canal & Retention Pond Maintenance	
$	20,000	
$	10,000	
$	30,000	
$	27,166	
Security Gates & Signs	750	(375)	375	-	
NPDES Inspection & Fees	6,000	(3,000)	3,000	1,875	
Operating Supplies	500	(250)	250	31	
Contingency	2,500	(1,250)	1,250	-	
Total Operations & Maintenance:	$	265,147	$	29,925	$	295,072	$	269,696	

1

Valencia
Water Control District
Amended Budget FY2025
General Fund

Adopted
Budget	
Increase/	Amended
Budget	Actual
Thru	
FY2025	(Decrease)	FY2025	9/30/25	

Capital Improvements		
Transfer Out - Capital Reserve	$	187,174	$	-	$	187,174	$	187,174	
Total Reserves	$	187,174	$	-	$	187,174	$	187,174	
					
Total Expenditures	$	619,665	$	40,825	$	660,490	$	622,478	
					
Excess Revenues (Expenditures)	$	-	$	(38,970)	$	(38,970)	$	12,100	
					
Fund Balance - Beginning	$	-	$	38,970	$	38,970	$	152,448	
					
Fund Balance - Ending	$	-	$	-	$	-	$	164,547	

	Maintenance Tax
FY2024	Maintenance Tax
FY2025	

Net Assessment	
$552,179	
$617,665	
Collection Cost (5%)*	$29,062	$32,509	
Gross Assessment	$581,241	$650,173	
Number of Units	9448	9608	
Total Levy	$61.52	$67.67	

Collection percentage is total of 3% Tax Collector Discount Fee & 2% Collection Fee

2

Section VI

Section A

Valencia Water Control District
219 E. Livingston Street, Orlando, FL 32801
Phone: 407-841-5524 x 101 - Fax: 407-839-1526
October 14, 2025 SeaWorld Orlando
Attn: Carlos Varela, R.A. 7007 Sea World Drive Orlando, FL 32821
Subject:	Permit #0536 Dear Mr. Varela:
SeaWorld Orlando is hereby granted a construction permit related to the Project Neptune building and supporting infrastructure. Approval is granted in accordance with approved plans and hydraulic calculations and the following GENERAL AND SPECIFIC CONDITIONS:
GENERAL CONDITIONS:
That the District or their agents may at any time make such inspections as they may deem necessary to ensure that the construction or work is performed in accordance with the conditions of this permit.

That the permittee will maintain the work authorized herein during construction and thereafter in good condition in accordance with the approved plans.
That the permittee shall comply promptly with any lawful regulations, conditions, or instructions affecting the structure or work authorized herein if and when issued by the
U.S. Environmental Protection Agency, the South Florida Water Management District and the Florida Department of Environmental Protection and/or any county or city environmental protection agency having jurisdiction to abate or prevent water pollution, including thermal or radiation pollution. Such regulations, conditions, or instructions in effect or hereafter prescribed by the federal, state, county and city agencies have hereby made a condition of this permit.
It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the District’s right, title and interest in the land to be entered upon and used by the permittee, and the permittee will at all times, assume all risk and indemnify, defend and save harmless Valencia Water Control District from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by the permittee of the aforesaid rights and privileges.

The permittee and/or their agents will use every measure to prevent the run-off of turbid water into the District’s facilities including, but not limited to, the use of temporary ponds, silt barriers, chemical additives and temporary grassing during construction.

If discharge of water by permittee should at any time raise the level of pollutants in the District’s water management facility to the point where the District is in violation of a statute or regulation, permittee will either: (a) immediately cease such discharge, (b) remove pollutants from the water before discharging into District facilities, and pay all costs which the District must incur in order to reduce pollution in the District’s facilities to acceptable levels.
That all the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
That any modification, suspension or revocation of this permit shall not be the basis for a claim for damages against Valencia Water Control District.

The Valencia Water Control District agrees that the issuance of this permit allows the passage of water through their canals but in so doing does not assume any responsibility for damage to any persons or property.

That the engineer of record certify that the facilities as constructed comply with the submitted hydraulic calculations and approved drawings.
That the permittee agrees not to modify or alter the constructed facilities at any future time without the express consent of the District.

This permit is valid for 3 years from date of approval or runs concurrently with the SFWMD permit, if required, whichever expires first.
That this permit must be executed within 30 days of Board approval or must be brought back to the Board for reconsideration.

END OF GENERAL CONDITIONS

SPECIFIC CONDITIONS

That the Construction Plans, sheets 2C300 – 2C312; 2C501 – 2C504 titled Project Neptune as recommended for approval by the District Engineer on September 16, 2025, become part of this permit.

Attest:	Signature:		 SeaWorld Orlando

Title:	

Attest:	Granted by:

Valencia Water Control District

By:		 Roy Miller, President
On this 	 day of 	, 2025

1117 East Robinson Street Orlando, Florida 32801
Phone: 407.425.0452
Fax: 407.648.1036
www.cphcorp.com

September 16, 2025

Board of Directors
Valencia Water Control District 2319 E. Livingston Street Orlando, FL 32801

RE:	Valencia Water Control District (VWCD) SWO Project Neptune - plan approval CPH Project Number 6816.072

Dear Honorable Board Members:

We have completed our review of the above referenced project submitted by Land Design, on August 29, 2025. Based on our review, we have no objection to the Board approving Permit # 0536.

Sincerely,

CPH Consulting, LLC

Allen C. Lane, Jr., P.E. Sr. Project Manager

CC: file

J:\6816.06\APPROVAL LETTERS\2025\SWO Project Neptune - plan approval.doc

Permit No. 	 (Assigned by V W C f) )

APPLICATlON TO BOARD OF SUPERVISORS OF VALENCIA WATER CONTROL DISTRICT
FOR PERMIT
219 E. Livingston Street Orlando, FL 32801
(407) 841-5524 x IOI

PROPOSED USF::	The project consists of a new building to be.located in the southwest area of SeaWorld Orlando. Supporting infrastructure includes parking, sidewalks, utilities, and	 drainage collection/conveyance systems. The project results in an overall decrease in imgervious area.

LOCATION OF WORK: Block:		Lot:			Subdivision:	_ oSrection:	12	Township:		24S		Range:	24E
DISTRICT WORKS INVOLVED: Modifications to private storm collection and conveyance

OWNER OF PROPOSED WORK OR STRUCTURE: Phone#: 407-363-2127
Name:	Carlos Varela, RA.	Title: Director, Design & Engineering
Address: 7007 Sea World Drive	Orlando	FL	32821	
(Street)	(City)	(State)	(Zip)	

APPLICATION OTHER THAN OWNER: (if any) Phone#:	_
Name:	 Serving as:	 _ Address: 		
(Street)	(City)	(State)	(Zip)

AREA PROPOSED TO BE SERVED: Give legal description and size in acres. Attach legal description if necessary. If land is platted, indicate Block, Lot and Subdivision.   _ The proposed project area is 3.15 acres. Parcel ID: 12-24-28-7874-00-010.

CONSTRUCTION SCHEDULE: The proposed work, if permitted, will begin within� Calendar days of permit approval and be completed within 240 calendar days thereafte1·.

This application, including sketches, drawings or plans and specifications attached contains a full and complete description of the work proposed or use desired of the above described facilities of the District and for which permit is herewith applied. It shall he a part of any permit that may be issued. It is agreed that all work or the use of the District's facilities will be in accordance with the permit to be granted.
Submitted  this�day of _b_.f4J7f:	_,202-� 
Signature of Owner (Officer of Corporation):	 #����-z�=====::.:...	_
Print Name of Property Owner (Officer):	4A('.ZLIIS V�,		'/!,'=.

8	7	6	5	4	3	2	1
Keynote List

GENERAL NOTES:

F

COORDINATE CONSTRUCTION UNDER THIS CONTRACT WITH ALL OTHER SITE CONSTRUCTION AND/OR ADJACENT OFF SITE CONSTRUCTION.

FIELD SURVEY THE CLEARING LIMITS AND INSTALL STAKES WITH COLORED RIBBONS FOR OWNER'S REPRESENTATIVE'S REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. AFTER APPROVAL, INSTALL ALL REQUIRED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO CLEARING.

VERTICAL DATUM IS BASED ON NAVD88' AND HORIZONTAL DATUM IS BASED ON NAD
83(2011).

PROTECT ANY SURVEY MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION.

PROTECT ANY PUBLIC LAND CORNER MONUMENT LOCATED WITHIN THE LIMITS OF CONSTRUCTION. IF IN DANGER OR IF DAMAGED, NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY.

THE LOCATION OF ALL EXISTING UTILITIES AND DRAINAGE STRUCTURES SHOWN ARE BASED ON AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR TOFIELD LOCATE ALL EXISTING FACILITIES WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION.

ALL FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES REFER TO THE LATEST
EDITION OF THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.
MAINTAIN DAILY RECORD DRAWINGS AT ALL TIMES DURING CONSTRUCTION. RECORD DRAWINGS INFORMATION SHALL INCLUDE (AT A MINIMUM) HORIZONTAL LOCATIONS AND INVERT ELEVATIONS (AND TOP ELEVATION IF APPLICABLE) OF ALL DRAINAGE AND UTILITY PIPE SYSTEMS INCLUDING ALL SLEEVES. INFORMATION SHALL BE LEGIBLY HAND WRITTEN ON THE MOST CURRENT SET OF CONSTRUCTION DRAWINGS, AS WELL AS TYPE WRITTEN IN TABULAR FORMAT. UPON COMPLETION OF THE PROJECT, SUBMIT ONE COMPLETE SET OF RECORD DRAWINGS CERTIFIED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

IF HISTORICAL OR ARCHEOLOGICAL ARTIFACTS, SUCH AS INDIAN CANOES, ARE DISCOVERED AT ANY TIME WITHIN THE PROJECT SITE, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE FOLLOWING:
THE OWNER'S REPRESENTATIVE.
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT OFFICE (407-686-8800).
THE BUREAU OF HISTORIC PRESERVATION, DIVISION OF HISTORICAL RESOURCES, R.A. GRAY BUILDING, 200 S BRONOUGH ST, TALLAHASSEE, FL 32399-0250.

DEMOLITION NOTES:
1. CONTRACTOR SHALL PROTECT ADJACENT RIGHT-OF-WAYS AND ALL ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES.
2. CONTRACTOR SHALL REMOVE ALL NON-REUSABLE WASTE MATERIAL, AT THE OWNER'S DIRECTION, FOR DISPOSAL OFF-SITE. DISPOSAL SHALL CONFORM TO ALL APPLICABLE REGULATIONS.

CONTRACTOR SHALL BE ACQUAINTED WITH THE CONSTRUCTION DOCUMENTS AND APPLICABLE PERMITS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNATED OR INDICATED TO BE UTILIZED IN THE WORK.

CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE DRAWINGS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING TREES AND OTHER LANDSCAPING TO BE SALVAGED.

CONTRACTOR TO MAINTAIN UTILITY SERVICES (WATER, SEWER, POWER, TELEPHONE, CABLE, GAS) TO EXISTING SITE. ANY DISRUPTIONS OF SERVICE ARE TO BE PREVIOUSLY COORDINATED WITH THE OWNER.

CONTRACTOR SHALL BE ADVISED THAT WHILE EXCAVATING AND WORKING WITHIN PROJECT LIMITS, PREVIOUSLY DEMOLISHED OR UNDEMOLISHED MATERIAL MAY BE ENCOUNTERED. CONTRACTOR SHALL COLLECT AND STOCKPILE ENCOUNTERED DEMOLISHED MATERIAL WITHIN AN AREA DESIGNATED ON-SITE BY THE OWNER.

DRAINAGE:

C

ALL STORM DRAINAGE PIPE GREATER THAN 12 INCHES IN DIAMETER SHALL BE AT A MINIMUM CLASS III, WALL B, REINFORCED CONCRETE PIPE (RCP), PER ASTM C-76.

ALL STORM DRAINAGE INLETS AND PIPES SHALL BE PROTECTED FROM SILT, SAND AND DEBRIS DURING CONSTRUCTION. ANY ACCUMULATION WITHIN THE STORM DRAINAGE PIPE SYSTEM SHALL BE REMOVED WITHOUT PUMPING OR FLUSHING INTO THE STORMWATER SYSTEM. STORM DRAINAGE SYSTEM SHALL BE CLEANED AND FREE OF DEBRIS PRIOR TO OWNER'S ACCEPTANCE.

PROVIDE SOCK DRAIN IN FRONT OF ALL DRAINAGE CURB INLETS AND PROVIDE FILTER FABRIC UNDER THE GRATE OF ALL DITCH BOTTOM INLETS AFTER INITIAL COMPLETION OF THE DRAINAGE STRUCTURES. MAINTAIN THESE MEASURES DAILY (WHICH MAY INCLUDE FULL REPLACEMENT AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE) TO MINIMIZE SILT ACCUMULATION IN THE STORM DRAINAGE SYSTEM. INLET PROTECTION TYPES PROPOSED ARE NOT VERY ROBUST. BMPs ARE PERFORMANCE BASED, THEREFORE IF BMPs PROPOSED ARE NOT FUNCTIONING PROPERLY IN THE FIELD TO CONTROL SEDIMENT/POLLUTANT THAN ALTERNATE BMPs MUST BE USED TO REPLACE THE NON-PERFORMING BMPs.

IN ADDITION TO THE REQUIREMENTS IN THE ENGINEER'S SPECIFICATIONS, ALL DRAINAGE SYSTEM CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH ORANGE COUNTY ROAD CONSTRUCTION SPECIFICATIONS.

CONTRACTOR TO PROTECT MANHOLE COVERS FROM DAMAGE THROUGHOUT
B	PROJECT CONSTRUCTION.
SOD OR RE-SOD AREAS DISTURBED DURING CONSTRUCTION OF STORM DRAINAGE THROUGH EXISTING FACILITIES OR PONDS.

ALL DRAINAGE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC CLOTH PER FDOT INDEX #430-001.

A

UTILITIES:
WATER, WASTEWATER AND RECLAIM UTILITIES TO BE COMPLETED IN ACCORDANCE WITH ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, OCTOBER 10, 2021 EDITION WITH AUGUST 23, 2021 REVISIONS.

ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO AND ALL AREAS OF CONFLICT WITH OCU MAINS. CONTRACTOR SHALL FIELD
RE-VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY SIGNIFICANT DEVIATIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.

WHERE APPLICABLE, CONSTRUCT THE UTILITY MAINS PARALLEL TO THE ROADWAY BASELINE/CENTERLINE AND TO EACH OTHER IN ACCORDANCE WITH THE STATIONS AND OFFSETS AND/OR TYPICAL SECTIONS SHOWN ON THE DRAWINGS. PROVIDE ADDITIONAL BENDS AS NECESSARY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.

PROTECT THE UTILITY SYSTEMS AT ALL TIMES DURING CONSTRUCTION. SHOULD A SYSTEM BECOME DAMAGED, ALTERED OR EXTENDED AFTER THE INITIAL TESTING, THE AFFECTED PORTION OF THE SYSTEM SHALL BE RESTORED AS NECESSARY AND RETESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

THE FOLLOWING SEPARATION CRITERIA FROM CHAPTER 62.-555.13, F.A.C. SHOULD BE FOLLOWED UNLESS ORANGE COUNTY UTILITY REQUIREMENTS ARE MORE STRINGENT.

HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND 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, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY
EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE 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 III 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-6.002, F.A.C.

VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER 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 LEAST 6 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.
NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORM WATER 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 (B), 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 CROSSINGS, 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 III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES.
NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE.

AT EACH UTILITY SERVICE STUB OUT AND/OR UTILITY SLEEVE LOCATION, PROVIDE A
4"X4"X8' (4' DEEP) WOOD POST COLOR CODED AND MARKED IN ACCORDANCE WITH THE FOLLOWING TABLE WHILE ALSO COMPLYING WITH THE ORANGE COUNTY UTILITY STANDARDS AND CONSTRUCTION SPECIFICATION MANUAL. PROVIDE HORIZONTAL LOCATION AND INVERT ELEVATIONS OF ALL STUB OUTS AND LATERALS AS PART OF THE RECORD DRAWINGS.

UTILITY	POST COLOR	BLOCK IDENTIFICATION LETTER
POTABLE WATER	BLUE	W
REUSE WATER	PURPLE	R
SANITARY SEWER	GREEN	S
GENERAL UTILITY SLEEVES	WHITE	U
ELECTRICAL SLEEVES	YELLOW	E
COMMUNICATION SLEEVES	RED	C

CONTRACTOR TO TAKE BACTERIOLOGICAL SAMPLES FROM A MINIMUM OF 2 LOCATIONS ALONG THE POTABLE WATER SYSTEM AT NO COST TO THE OWNER. THE TEST LOCATIONS WILL BE DETERMINED BY THE ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION,TEMPORARY DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID FACILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE DRAWINGS OR FIELD LOCATED. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION, SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING THE RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CONTRACTOR SHALL CALL "FLORIDA ONE CALL" AT 1-800-SUN-SHINE (432-4770) BEFORE BEGINNING WORK.

CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR UTILITY LOCATE TICKETS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION.

UTILITY SERVICE TO BE MARKED ON CURB WITH BRASS DISCS IN LIEU OF ETCHING. CURB ETCHING IS NOT ALLOWED.

PROPOSED FIRE LINE PIPING FOR THE FIRE PROTECTION SYSTEM, INCLUDING BACKFLOW PREVENTER SHALL BE INSTALLED BY A CLASS I, II, OR V CONTRACTOR PER CHAPTER 633.102 F.S. THE UNDERGROUND FIRE RISER SHALL EXTEND TO ONE
(1) FOOT ABOVE FINISH FLOOR OR FINISH GRADE.

ROADWAY:
SAWCUT EXISTING PAVEMENT AT THE CONNECTIONS TO THE EXISTING ROADWAYS TO FORM A SMOOTH TRANSITION.

HORIZONTAL GEOMETRY REFERS TO ROADWAY EDGE OF PAVEMENT.

ALL CURBS (EXISTING OR NEW) SHALL BE PROTECTED FROM CONSTRUCTION DAMAGE. ALL CHIPPED OR CRACKED PORTIONS OF CURB SHALL BE REPLACED. IN ADDITION, ANY MORTAR, CONCRETE, SOIL AND OTHER DEPOSITS OR STAINS SHALL BE CLEANED TO RETURN THE CURBS TO THEIR ORIGINAL CONDITION.

UPON COMPLETION OF FINAL ASPHALT PAVING, TOOL AND CLEAN ALL MANHOLE AND VALVE COVERS OF DIRT, DEBRIS AND ASPHALT. ALL MANHOLE AND VALVE COVERS SHALL BE CLEAN AND OPERABLE PRIOR TO OWNER'S ACCEPTANCE.

ALL TEMPORARY DEAD END ROADS SHALL HAVE FDOT CASE III SIGNS.

IN ADDITION TO THE REQUIREMENTS IN THE PROJECT MANUAL, ALL ROADWAY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH ORANGE COUNTY ROAD CONSTRUCTION SPECIFICATIONS AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. WHERE CONFLICTS EXIST BETWEEN REQUIREMENTS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.

A LICENSE IS REQUIRED FOR INSTALLATION OF UNDERGROUND UTILITIES.

CONTRACTOR SHALL USE FDOT CERTIFIED FIELD PERSONNEL FOR MAINTENANCE OF TRAFFIC OPERATIONS.

PROPOSED FIRE LINE PIPING FOR THE FIRE PROTECTION SYSTEM, INCLUDING BACKFLOW PREVENTER SHALL BE INSTALLED BY A CLASS I, II, OR V CONTRACTOR PER CHAPTER 633.102 F.S. THE UNDERGROUND FIRE RISER SHALL EXTEND TO ONE
(1) FOOT ABOVE FINISH FLOOR OR FINISH GRADE.

SIGNING AND PAVEMENT MARKINGS:
ALL FINAL PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT.

CONTRACTOR TO RELOCATE EXISTING SIGNAGE WHERE INDICATED ON THE DRAWINGS.

SIGNING AND PAVEMENT MARKINGS ARE TO BE PLACED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE STANDARD PLANS FOR ROADWAY AND BRIDGE CONSTRUCTION AND THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND ORANGE COUNTY STANDARDS UNLESS OTHERWISE NOTED.

PAVEMENT MARKINGS AT ALL EXISTING/PROPOSED INTERFACE LOCATIONS ARE TO MATCH IN TERMS OR ALIGNMENT AND COLOR.

CAUTION SHOULD BE EXERCISED IN THE INSTALLATION OF POST MOUNTED SIGNS IN ORDER TO PREVENT POSSIBLE DAMAGE TO BURIED UTILITIES.

SIGN ASSEMBLY LOCATIONS SHOWN ON THE DRAWINGS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, CURB RAMPS, ETC., MAY BE ADJUSTED SLIGHTLY AS DIRECTED BY THE OWNER'S REPRESENTATIVE. EXTREME LOCATION CHANGES MUST BE APPROVED BY THE ENGINEER OF RECORD.

ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED. ANY SIGNS TO REMAIN THAT ARE DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

ANY EXISTING PAVEMENT MARKINGS SCHEDULED TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

STORMWATER MANAGEMENT AND DRAINAGE SYSTEM NOTES:
ON-SITE STORMWATER MANAGEMENT AND DRAINAGE SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED.

OCU GENERAL NOTES:

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

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

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL.

THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, CONSTRUCTION SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL.

ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, POLES AND STAYS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

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

ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, 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 SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN ADVANCE.

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

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

THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER.

FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE SHALL BE MADE ONLY WITH FITTINGS.

FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE 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.

FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS ESTABLISHED IN THIS MANUAL.

	

			

			

			

			

			

			

			

PROJECT NEPTUNE
ORLANDO, FL	

PACKAGE 2 - SITE	

ISSUE FOR BID/ ISSUE FOR PERMIT	

	

	

ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO) ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL CONSTRUCTION REQUIREMENTS.

SHEET INDEX
2C300	GENERAL NOTES
2C301	OVERALL SITE PLAN
2C302	SITE PLAN
2C303	SITE PLAN
2C304	FIRE TRUCK ACCESS PLAN
2C305	OVERALL GRADING AND DRAINAGE PLAN
2C306	GRADING AND DRAINAGE PLAN
2C307	GRADING AND DRAINAGE PLAN
2C308	STRUCTURE TABLES
2C309	OVERALL UTILITY PLAN
2C310	UTILITY PLAN
2C311	UTILITY PLAN
2C312	STRUCTURE TABLE

2C501	SITE DETAILS

	
2C502	GRADING AND DRAINAGE DETAILS
2C503	UTILITY DETAILS
2C504	UTILITY DETAILS

8	7	6	5	4	3	2	1
Keynote List

F

LEGEND

PROPOSED BUILDING

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

LIMITS OF ASPHALT SERVICE ROAD

LIMITS OF WORKS

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

NOTES

ALL DIMENSIONS ARE TO THE EDGE OF PAVE/CONCRETE/PAD UNLESS OTHERWISE NOTED ON PLANS.

REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING INFORMATION.

E

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN ASSUMED DATUM.

REFER TO LANDSCAPE ARCHITECTURE PLANS FOR FRONT OF HOUSE HARDSCAPE AND FINISHING SCHEDULE.

CAP'N KIDS PAVILION

D

ATTRACTION PLAZA

WILD ARCTIC RETAIL

J
I

H
G

C

F
E

D

C

B

A
WILD ARCTIC
11

10

9

2026 INDOOR
ATTRACTION FFE 99.50
8

7

6

5
B	4
3
2

1

PROJECT NEPTUNE

2

ORLANDO, FL

PACKAGE 2 - SITE

1

ISSUE FOR BID/ ISSUE FOR PERMIT

A

KEYMAP

1" = 40'

0	10	20	40

8	7	6	5	4	3	2	1

RELOCATED SHIVERS PAD ELECTRICAL PANEL

Keynote List

F

LEGEND

FUTUR

PROPOSED BUILDING

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

LIMITS OF ASPHALT SERVICE ROAD

SIDEWALK CURB RAMP REFER TO FDOT STANDARD DETAILS. CURRENT EDITION. INDEX 522-002.

NOTES

LIMITS OF WORKS

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

12.0'
E

N:-57.81 E:-1872.64

ALL DIMENSIONS ARE TO THE EDGE OF PAVE/CONCRETE/PAD UNLESS OTHERWISE NOTED ON PLANS.

REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING INFORMATION.

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

N:-100.98 E:-2005.60

24.0'

12.0'

WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN ASSUMED DATUM.

REFER TO LANDSCAPE ARCHITECTURE PLANS FOR FRONT OF HOUSE HARDSCAPE AND FINISHING SCHEDULE.

SURVEY SITE BENCHMARK
SET NAIL & DISK "SSMC TRAV. PT." ELEVATIOJN=97.41
N=(-96.41)
I	E=(-1804.09)

H
G

F
E

SIDEWALK CURB RAMP	D

D

REFER TO FDOT STANDARD
DETAILS. CURRENT EDITION.	C
INDEX 522-002.
B

A

GRID LINE INTERSECTION I-11
N:-137.19 E:-1850.75

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

N:-203.77 E:-2059.92
11

10

24.0'

9
12.0'

C
CONCRETE SIDEWALK. WIDTH VARIES. REFER TO AREA DEV PLANS FOR DETAILS

12.0'

8

2026 INDOOR
7	ATTRACTION
FFE 99.50

6

SERVICE ROAD
REFER TO PAVEMENT	5
DETAIL ON SHEET C501

ASPHALT TO CONNECT TO EXISTING ROAD AND MATCH EXISTING MATERIAL

N:-361.93 E:-1729.26

B	4

SIDEWALK CURB RAMP REFER TO FDOT STANDARD DETAILS. CURRENT EDITION.
INDEX 522-002.

20'R

10'R

GRID LINE INTERSECTION A-1 N:-411.56
3	E:-1950.87

8.9' 9.4'

20'R

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

24.0'

3'R

9.0'

18.0'

2

1

2'R	0

24.0'

12.0'

12.0'

SERVICE ROAD REFER TO PAVEMENT

1

DETAIL ON SHEET C501

3' TRANSITION FROM 6" CURB TO FLUSH CURB. REFER TO LANDSCAPE ARCHITECTURE PLANS FOR CURB DETAILS

PROJECT NEPTUNE

2

ORLANDO, FL

PACKAGE 2 - SITE

SERVICE AREA PARKING

A

CONCRETE SIDEWALK. WIDTH VARIES. REFER TO LANDSCAPE PLANS FOR DETAILS

ISSUE FOR BID/ ISSUE FOR PERMIT

KEYMAP

1" = 20'

0	5	10	20

8	7	6	5	4	3	2	1
Keynote List

F

LEGEND

PROPOSED BUILDING

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

LIMITS OF ASPHALT SERVICE ROAD

LIMITS OF WORKS

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

NOTES

ALL DIMENSIONS ARE TO THE EDGE OF PAVE/CONCRETE/PAD UNLESS OTHERWISE NOTED ON PLANS.

REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING INFORMATION.

E

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN ASSUMED DATUM.

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

GUEST ENTRY

REFER TO LANDSCAPE ARCHITECTURE PLANS FOR FRONT OF HOUSE HARDSCAPE AND FINISHING SCHEDULE.

CAP'N KIDS PAVILION

D

FUTURE KIOSK

ATTRACTION PLAZA

WILD ARCTIC RETAIL

C

PROPOSED GATE. REFER TO LANDSCAPE PLANS AND COORDINATE WITH OWNER.

K

B

WILD ARCTIC

A

PROJECT NEPTUNE

2

ORLANDO, FL

PACKAGE 2 - SITE

1

ISSUE FOR BID/ ISSUE FOR PERMIT

KEYMAP

1" = 20'

0	5	10	20

8	7	6	5	4	3	2	1
Keynote List

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

LEGEND

LIMITS OF WORK

NOTES

THIS PLAN IS DIAGRAMMATIC AND SHOWS THE GENERAL FIRE TRUCK ACCESS ROUTE.

MINIMUM CLEAR ZONE WIDTH ON THE FIRE TRUCK ACCESS ROUTE SHALL BE 20 FEET WIDE AND 13.5 FEET HIGH.

MINIMUM TURNING RADIUS ON THE FIRE TRUCK ROUTE SHALL BE 30 FEET INSIDE AND 50 FEET OUTSIDE.

MAXIMUM DISTANCE FROM FIRE ACCESS ROAD TO BUILDING ENTRY DOOR IS 50-FT.

ALL PORTIONS OF THE NON-SPRINKLERED BUILDING EXTERIOR WALLS TO BE ACCESSED WITHIN 150-FT FROM FIRE DEPARTMENT ACCESS ROADS. DISTANCE IS INCREASED TO 450-FT FOR SPRINKLERED BUILDINGS.

150' MAXIMUM DEAD END LENGTH WITHOUT A TURNAROUND.

E

45.7'

8.75'	20.4'

ORANGE COUNTY 95-PLATFORM

Width Track
*Lock to Lock Time
*Steering Angle
*Min. Centerline Radius

: 8.33'
: 8.33'
: 6.0
: 44.2°
: 29'

CAP'N KIDS PAVILION

*Modified L-WAGEN CROW 2004 (NL) Europe
FIRE TRUCK DIMENSIONS
N.T.S.

D

ATTRACTION PLAZA

WILD ARCTIC RETAIL

C

WILD ARCTIC

2026 INDOOR ATTRACTION FFE 100.00

B

A

2
1

KEYMAP

	

			

			

			

			

			

			

			

PROJECT NEPTUNE
ORLANDO, FL	

PACKAGE 2 - SITE	

ISSUE FOR BID/ ISSUE FOR PERMIT	

		

1" = 40'

0	10	20	40

8	7	6	5	4	3	2	1
Keynote List

LEGEND

F
PROPOSED BUILDING

LIMITS OF ASPHALT SERVICE ROAD

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

105	EXISTING MAJOR CONTOUR
104	EXISTING MINOR CONTOUR
105	PROPOSED MAJOR CONTOUR
104		PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION
STORM PIPE
STORM STRUCTURE

NOTES

REFER TO M.E.P. PLANS FOR COORDINATION OF CONDENSATION POINT OF CONNECTIONS.

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN ASSUMED DATUM.

PROPOSED AREA DRAINS IN FRONT OF HOUSE HARDSCAPE TO HAVE ZURN Z150 HEAVY DUTY HEEL-PROOF GRATE, OR APPROVED EQUAL.

PROPOSED AREA DRAINS IN LANDSCAPE AND GRAVEL AREAS TO HAVE NDS 1280
D	ATRIUM GRATE, OR APPROVED EQUAL.

C

2026 INDOOR ATTRACTION FFE 99.50

B

PROJECT NEPTUNE

2

ORLANDO, FL

PACKAGE 2 - SITE

1

ISSUE FOR BID/ ISSUE FOR PERMIT

A

KEYMAP

1" = 40'

0	10	20	40

8	7	6	5	4	3	2	1
Keynote List

LEGEND

F

99.10	99.10

99.20

99.30

99.40

PROPOSED BUILDING

99.10

99.10

99.60

99.10

99.20

99.20

99.20

99.70

99.30

LIMITS OF ASPHALT SERVICE ROAD

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

101.30

101.80

101.30

98.01

99.10

99.35

99.45

99.30
99.35

98.8

98.80  9

99.30

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

101.30

99.79
99.79

101.30
99.20

99.70

99.70

99.20

99.70

100.30

99.70

99.60

99.30
98.80

98.80
98.95

99.00

99.00
98.80

98.60

98.80

97.75

D-65

97

105

104

105

104

EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION
STORM PIPE

E
MATCH EXISTING

99.79

99.79

99.29

100.85

100.80

100.60

99.25

CONNECT TO EXISTING STORM INLET (CORE EXISTING STRUCTURE). INLET TO REMAIN100.10
100.20
100.30
100.40

99.50

99.45
100.10

98.00

98.05

STORM STRUCTURE

NOTES

98.77

100.80
100.85

100.510 00.70
100.60

D-64

98.50

97.70

REFER TO M.E.P. PLANS FOR COORDINATION
OF CONDENSATION POINT OF CONNECTIONS.

100.05

99.65 99.70

99.65

99.65

D-31

98.90

D-63

99.05

100.10

99.00

97.50
100.10 100.10

98.80
99.1201 LF 10" HDPE @ 1.00%

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES

99.80

99.65

99.90

100.00

100.15

99.25

D-28

98.95

SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN
ASSUMED DATUM.

D-68

99.65
99.65

100.10

99.10
99.15

99.50

99.45

D-27

6 LF 10" HDPE @ 1.00%

99.40D-26
4 LF 10" HDPE @ 1.00%

96.39

PROPOSED AREA DRAINS IN FRONT OF HOUSE HARDSCAPE TO HAVE ZURN Z150
HEAVY DUTY HEEL-PROOF GRATE, OR

D	98.78

99.15

98.90
99.30

99.65
99.45

D-30

99.40

99.50

D-29

99.40

99.50

4 LF 6" HDPE @ 1.00%
D-25

99.50

15 LF 8" HDPE @ 1.00%
41 LF 8" HDPE98@.715.00%

98.85
98.95
99.15
D-24

D-40 D-41

97.2

APPROVED EQUAL.

PROPOSED AREA DRAINS IN LANDSCAPE AND GRAVEL AREAS TO HAVE NDS 1280 ATRIUM GRATE, OR APPROVED EQUAL.

MATCH EXISTING

98.76 99.00

D-33

99.25

D-35

99.50

99.50

50 LF 10" HDPE @ 1.00%

D-23

4 LF 6" HDPE @ 1.00%

99.00 37 LF 8" HDPE @ 1.00%

99.40 D-42

3 LF 10" HDPE @ 1.00%
D-34 3 LF 12" H9D8P.7E5@ 1.00%

D-36

D-32
5 LF 6" HDPE @ 1.00%
D-37
5 LF 6" HDPE @ 1.00%

11 LF 8" HDPE @ 1.00%

D-44

D-43
99.15

24 LF 10" HDPE @ 1.00%

37 LF 12" HDPE @ 1.00%

5 LF 6" HDPE @ 1.00%

99.5D0-17

D-16

99.40
5 LF 6" HDPE @ 1.00%99.50

D-46

4 LF 6" HDPE @ 1.00%

D-45
21 LF 10" HDPE @ 1.00%

D-48

30 LF 15" HDPE @ 1.00%

C

98.00

D-18

98.60

D-14
99.25

27 LF 15" HDPE @ 1.00%

5 LF 6" HDPE @ 1.00% D-15

27 LF 12" HDPE @ 1.00%

7 LF 10" HDPE @ 1.00% 99.40

D-47 99.40
26 LF 10" HDPE @ 1.00%
D-51

25 LF 8" HDPE @ 1.00%
8 LF 8" HDPE @ 1.00%

D-50

D-49

D-52

97.65

97.80

D-19

98.40

99.50
5 LF 6" HDPE @ 1.00%

2026 INDOOR ATTRACTION FFE 99.50

D-53

28 LF 12" HDPE @ 1.00%

99.40

97.36

PROPOSED STRUCTURE TO CONNECT TO EXISTING 54" RCP

98.10

98.25

D-12

D-10
99.25
98.85

D-13

27 LF 12" HDPE @ 1.00%

D-11

6 LF 6" HDPE @ 1.00%

27 LF 10" HDPE @ 1.00%

32 LF 6" HDPE @ 1.00%

27 LF 15" HDPE @ 1.00%

31 LF 6" HDPE @ 1.00%

D-55
27 LF 15" HDPE @ 1.00%
31 LF 6" HDPE @ 1.00% D-57

99.40

D-54

D-56

D-8

D-9

5 LF 6" HDPE @ 1.00%
99.50

5 LF 6" HDPE @ 1.00%
D-59

9 LF 18" HDPE @ 1.00%

99.40
99.50

D-58

D-60

97.80
B

32 LF 8" HDPE @ 1.00%

D-61	99.50
99.50

99.40

97.65

D-6

D-7

5 LF 6" HDPE @ 1.00%

22 LF 6" HDPE @ 1.00%

99.50

30 LF 6" HDPE @ 1.00%
23 LF 18" HDPE @ 0.50%	99.35
98.85
REMOVE EXISTING 12"

98.85

D-62
98.00

98.05

99.17

D-4

D-5
5 LF 6" HDPE @ 1.00%

99.50

999.94.225
98.75

PVC STORM PIPE
RELOCATE
EXISTING STORM INLET

98.30

D-21
97.30

98.00

D-3

99.10

19 LF 6" HDPE @ 1.00%

D-1

99.42
99.30
98.80

98.45

21 LF 18" HDPE @ 0.50%

PROJECT
NEPTUNE

D-20

99.80

7 LF 6" HDPE @ 1.9008%.50
97.85	D-2

99.80

100.30
99.80	100.20

98.15

99.80

99.45
99.40
98.90

5 LF 6" HDPE @ 1.00%

98.80

D-69

98.60

104.10

CONNECT TO EXISTING STORM MANHOLE (CORE EXISTING STRUCTURE)

ORLANDO, FL

2

PACKAGE 2 - SITE

1

ISSUE FOR BID/ ISSUE FOR PERMIT

A	99.80

100.10
100.00
99.90
99.80

D-22

PROPOSED MANHOLE TO CONNECT TO EXISTING 54" RCP

KEYMAP

1" = 20'

0	5	10	20

8	7	6	5	4	3	2	1
Keynote List

LEGEND

F
PROPOSED BUILDING

LIMITS OF ASPHALT SERVICE ROAD

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

105	EXISTING MAJOR CONTOUR
104	EXISTING MINOR CONTOUR
105	PROPOSED MAJOR CONTOUR
104		PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION
STORM PIPE
E	STORM STRUCTURE

MATCH EXISTING

NOTES

99.10

99.10

99.60

97.05

99.10

97.25

99.10

99.10

97.00

REFER TO M.E.P. PLANS FOR COORDINATION OF CONDENSATION POINT OF CONNECTIONS.

VERTICAL INFORMATION SHOWN HEREON REFERS TO SEA WORLD DATUM SYSTEM AN ASSUMED DATUM.

HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO SEA WORLD COORDINATE DATUM SYSTEM AN ASSUMED DATUM.

D

99.70

99.30

99.30

99.40

98.80

CONNECT TO EXISTING STORM INLET (CORE EXISTING STRUCTURE). INLET TO REMAIN

98.75

96.90

D-67

97.70

97.40

96.90 96.90

97.40

97.40

96.90

96.00

96.00

95.00

D-66

96.75

96.25

97.30

97.30
97.30

97.30 97.30
97.30
97.30

97.3907.30

97.80
97.30

97.30

97.80

97.30

97.30

PROPOSED AREA DRAINS IN FRONT OF HOUSE HARDSCAPE TO HAVE ZURN Z150 HEAVY DUTY HEEL-PROOF GRATE, OR APPROVED EQUAL.

PROPOSED AREA DRAINS IN LANDSCAPE AND GRAVEL AREAS TO HAVE NDS 1280 ATRIUM GRATE, OR APPROVED EQUAL.

99.30

98.80  98.80

96.90

96.90 96.90

96.90

97.10	97.30
97.30	96.25

99.35

99.30

98.80

98.15

96.65

95.50

97.30

97.40

97.20
97.6970.30

95.55

99.00
98.80

97.10

97.10

97.10

98.60
C

97.75

D-65

97.90

96.85

97.10

95.15

95.20

95.40

MATCH EXISTING

98.00

D-38

96.70

95.90
95.97

98.05

0

97.70

D-39

97.22

EXISTING INLET TO REMAIN. ADJUST TOP ELEVATION AS NEEDED PER PROPOSED GRADING.

EXISTING INLET TO REMAIN. REPLACE GRATE WITH HEAVY DUTY PEDESTRIAN-RATED GRATE. ADJUST TOP ELEVATION AS NEEDED PER PROPOSED GRADING.

00%

B

1.00%
00%
00%

96.39

D-40 D-41

97.23

DPE @ 1.00%

1.00%

A

1.00%

D-48 D-50

D-49

PROJECT NEPTUNE

2

ORLANDO, FL

PACKAGE 2 - SITE

1

ISSUE FOR BID/ ISSUE FOR PERMIT

D-52

KEYMAP

97.36

1" = 20'

0	5	10	20

8	7	6	5	4	3	2	1
Keynote List

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

DRAINAGE STRUCTURE TABLE	
STRUCTURE NAME	STRUCTURE DESCRIPTION	NORTHING EASTING	RIM/GRATE ELEVATION	
PIPE INVERT	

D-3	
12" AREA DRAIN	N:-404.70 E:-1959.90	
99.10	INV IN=95.28 S 6" HDPE Pipe INV OUT=95.28 N 6" HDPE Pipe	

D-10	
12" AREA DRAIN	
N:-309.72 E:-1990.76	
96.42	INV IN=94.28 S 10" HDPE Pipe INV IN=94.28 E 6" HDPE Pipe INV OUT=94.28 N 12" HDPE Pipe	

D-14	
12" AREA DRAIN	
N:-258.36 E:-2007.45	
96.20	INV IN=93.74 E 6" HDPE Pipe INV IN=93.74 S 12" HDPE Pipe INV OUT=93.74 N 15" HDPE Pipe	

D-19	
TYPE C INLET	N:-271.62 E:-2037.87	
98.25	INV IN=91.97 N 15" HDPE Pipe INV OUT=84.94 S 54" RCP	

D-21	
TYPE C INLET	N:-401.83 E:-2015.81	
98.75	INV OUT=92.30 SE 15" HDPE Pipe	

D-22	
TYPE C INLET	N:-451.47 E:-1925.52	
88.95	INV IN=84.32 NW 54" RCP
INV IN=97.72 NE 8" HDPE Pipe	

D-25	
12" AREA DRAIN	N:-141.99 E:-1843.45	
99.40	INV IN=95.05 S 8" HDPE Pipe INV OUT=95.05 N 10" HDPE Pipe	

D-29	
12" AREA DRAIN	N:-149.70 E:-1899.87	
99.40	INV IN=94.39 E 10" HDPE Pipe INV OUT=94.39 W 10" HDPE Pipe	

D-30	
12" AREA DRAIN	
N:-169.16 E:-1959.33	
99.40	INV IN=93.76 E 10" HDPE Pipe INV IN=93.76 NE 8" HDPE Pipe INV OUT=93.76 W 10" HDPE Pipe	

D-31	
12" AREA DRAIN	N:-113.55 E:-1928.61	
98.90	INV OUT=94.40 SW 8" HDPE Pipe	

D-33	
12" AREA DRAIN	N:-192.18 E:-2028.97	
99.25	INV IN=93.03 E 10" HDPE Pipe INV OUT=93.03 S 10" HDPE Pipe	

D-42	
12" AREA DRAIN	N:-191.39 E:-1826.66	
99.40	INV IN=91.07 NE 8" HDPE Pipe INV OUT=91.07 S 8" HDPE Pipe	

D-47	
12" AREA DRAIN	N:-245.02 E:-1811.12	
91.44	INV IN=90.51 N 10" HDPE Pipe INV OUT=90.51 E 10" HDPE Pipe	

D-48	
12" AREA DRAIN	N:-237.68 E:-1786.47	
91.18	INV IN=90.25 W 10" HDPE Pipe INV OUT=90.25 SE 10" HDPE Pipe	

D-52	
12" AREA DRAIN	
N:-268.29 E:-1773.05	
91.28	INV IN=89.91 N 12" HDPE Pipe INV IN=89.91 W 6" HDPE Pipe INV OUT=89.91 S 15" HDPE Pipe	

D-54	
12" AREA DRAIN	
N:-294.55 E:-1765.48	
91.01	INV IN=89.64 N 15" HDPE Pipe INV IN=89.64 W 6" HDPE Pipe INV OUT=89.64 S 15" HDPE Pipe	

D-58	
12" AREA DRAIN	
N:-336.03 E:-1753.37	
90.85	INV IN=89.20 N 15" HDPE Pipe INV IN=89.20 W 6" HDPE Pipe INV OUT=89.20 S 18" HDPE Pipe	

D-60	
12" AREA DRAIN	
N:-344.88 E:-1750.85	
90.75	INV IN=89.11 N 18" HDPE Pipe INV IN=89.11 W 6" HDPE Pipe INV OUT=89.11 S 18" HDPE Pipe	

D-62	
TYPE C INLET	N:-366.94 E:-1744.46	
98.00	INV IN=89.00 N 18" HDPE Pipe
INV OUT=89.00 E 18" Concrete Pipe	

D-63	
12" AREA DRAIN	N:-108.04 E:-1887.15	
99.00	INV OUT=95.00 E 8" HDPE Pipe	

D-64	
12" AREA DRAIN	
N:-106.85 E:-1834.57	
97.50	INV IN=94.47 W 8" HDPE Pipe INV IN=93.10 N 10" HDPE Pipe INV OUT=93.10 E 10" HDPE Pipe	

DRAINAGE STRUCTURE TABLE - BUILDING POC	
STRUCTURE NAME	STRUCTURE DESCRIPTION	NORTHING EASTING	
PIPE INVERT	

D-1	
BUILDING POC	N:-409.30 E:-1952.60	INV OUT=95.40 W 6" HDPE Pipe	

D-7	
BUILDING POC	N:-363.78 E:-1967.44	INV OUT=94.92 W 6" HDPE Pipe	

D-9	
BUILDING POC	N:-333.72 E:-1977.27	INV OUT=94.60 W 6" HDPE Pipe	

D-13	
BUILDING POC	N:-282.37 E:-1993.96	INV OUT=94.06 W 6" HDPE Pipe	

D-15	
BUILDING POC	N:-256.69 E:-2002.32	INV OUT=93.79 W 6" HDPE Pipe	

D-17	
BUILDING POC	N:-230.99 E:-2010.59	INV OUT=95.46 W 6" HDPE Pipe	

D-23	
BUILDING POC	N:-181.84 E:-1834.83	INV OUT=95.50 E 6" HDPE Pipe	

D-27	
BUILDING POC	N:-139.57 E:-1848.36	INV OUT=95.05 E 6" HDPE Pipe	

D-35	
BUILDING POC	N:-193.37 E:-2023.43	INV OUT=93.05 W 6" HDPE Pipe	

D-44	
BUILDING POC	N:-203.33 E:-1828.12	INV OUT=91.01 E 6" HDPE Pipe	

D-50	
BUILDING POC	N:-244.10 E:-1788.09	INV IN=90.26 W 8" HDPE Pipe INV OUT=90.26 E 8" HDPE Pipe	

D-51	
BUILDING POC	N:-251.84 E:-1812.37	INV OUT=90.51 E 8" HDPE Pipe	

D-53	
BUILDING POC	N:-277.52 E:-1804.02	INV OUT=90.23 E 6" HDPE Pipe	

D-55	
BUILDING POC	N:-303.20 E:-1795.68	INV OUT=89.95 E 6" HDPE Pipe	

D-59	
BUILDING POC	N:-337.66 E:-1758.36	INV OUT=89.26 E 6" HDPE Pipe	

D-61	
BUILDING POC	N:-353.05 E:-1779.48	INV OUT=89.41 E 6" HDPE Pipe	

DRAINAGE STRUCTURE TABLE - BENDS	
STRUCTURE NAME	STRUCTURE DESCRIPTION	NORTHING EASTING	
PIPE INVERT	

D-6	
TEE	
N:-365.47 E:-1972.64	INV IN=94.87 E 6" HDPE Pipe INV IN=94.87 S 6" HDPE Pipe INV OUT=94.87 N 8" HDPE Pipe	

D-8	
TEE	
N:-335.39 E:-1982.42	INV IN=94.55 S 8" HDPE Pipe INV IN=94.55 E 6" HDPE Pipe INV OUT=94.55 N 10" HDPE Pipe	

D-12	
TEE	
N:-284.04 E:-1999.10	INV IN=94.01 S 12" HDPE Pipe INV IN=94.01 E 6" HDPE Pipe INV OUT=94.01 N 12" HDPE Pipe	

D-16	

TEE	
N:-232.68 E:-2015.79	INV IN=95.41 E 6" HDPE Pipe INV IN=92.60 N 12" HDPE Pipe INV IN=93.47 S 15" HDPE Pipe INV OUT=92.60 W 15" HDPE Pipe	

D-18	
BEND	N:-242.89 E:-2047.21	INV IN=92.27 E 15" HDPE Pipe INV OUT=92.27 S 15" HDPE Pipe	

D-20	
BEND	
N:-418.55 E:-1990.13	INV IN=84.51 N 54" RCP
INV IN=91.99 NW 15" HDPE Pipe INV OUT=84.51 SE 54" RCP	

D-24	
BEND	N:-180.53 E:-1830.76	INV IN=95.46 W 6" HDPE Pipe INV OUT=95.46 N 8" HDPE Pipe	

D-26	
TEE	
N:-138.35 E:-1844.66	INV IN=95.01 S 10" HDPE Pipe INV IN=95.01 W 6" HDPE Pipe INV OUT=95.01 N 10" HDPE Pipe	

D-28	
BEND	N:-132.20 E:-1846.67	INV IN=94.95 S 10" HDPE Pipe INV OUT=94.95 W 10" HDPE Pipe	

D-32	
TEE	
N:-184.61 E:-2006.86	INV IN=93.26 E 10" HDPE Pipe INV IN=93.26 N 8" HDPE Pipe INV OUT=93.26 W 10" HDPE Pipe	

D-34	
TEE	
N:-194.90 E:-2028.07	INV IN=93.00 N 10" HDPE Pipe INV IN=93.00 E 6" HDPE Pipe INV OUT=93.00 S 12" HDPE Pipe	

D-43	
TEE	
N:-201.89 E:-1823.69	INV IN=90.96 N 8" HDPE Pipe INV IN=90.96 W 6" HDPE Pipe INV OUT=90.96 S 10" HDPE Pipe	

D-49	
TEE	
N:-241.78 E:-1780.95	INV IN=90.19 NW 10" HDPE Pipe INV IN=90.18 W 8" HDPE Pipe INV OUT=90.19 S 12" HDPE Pipe	

F

E

D

	

			

			

			

			

			

			

			

PROJECT NEPTUNE
ORLANDO, FL	

PACKAGE 2 - SITE	

ISSUE FOR BID/ ISSUE FOR PERMIT	

	

	

C

B

A

	

8	7	6	5	4	3	2	1
Keynote List

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

F

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

LIGHT DUTY ASPHALT PAVEMENT DETAIL

E

HEAVY DUTY ASPHALT
D	PAVEMENT DETAIL

2'-0" REMOVE EXIT. PAVEMENT

{
C	EXISTING TO NEW ASPHALT PAVEMENT DETAIL

B

PROJECT NEPTUNE
ORLANDO, FL

PACKAGE 2 - SITE

ISSUE FOR BID/ ISSUE FOR PERMIT

A

8	7	6	5	4	3	2	1
Keynote List

APPENDIX A

STANDARD DRAWINGS

BEDDING & TRENCHING - TYPE A

TO BE ONLY USED AS DIRECTED BY WASTEWATER DESIGN STAFF

F

FINISHED GRADE

COMMON FILL

TRENCH WIDTH VARIES
W/ PIPE SIZE

(SEE NOTE 4)

1.5

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT

TRENCH BACKFILL
(SEE NOTE 2)

12" LIFTS MAXIMUM

1

PIPE O.D.

12" (TYP)

100 S. ORANGE AVE., SUITE 200
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM ENG. FIRM LICENSE # C-9520

(SEE NOTE 1)

INITIAL BACKFILL

Passage

Dia 24"

Outside Dia 33,46"

SELECT COMMON FILL

3.94"

UNDISTURBED
EARTH (SEE NOTE 3)

HAUNCHING (SEE NOTE 8)

MIN 24" WATER LEVEL (SEE NOTE 5)

TYPE "C" INLET DETAIL FOR USE WITHIN PAVED AREAS
E

24" MANHOLE COVER

NOTES:
INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.
15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN) FOR PIPE DIAMETER 24-IN AND LARGER.
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATERING AS REQUIRED.
ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
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 RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE PIPE AND COMPACTED BY HAND TAMP.
CONTRACTOR SHALL USE BEDDING AND TRENCHING - TYPE B DETAIL FOR OVER EXCAVATION AND WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED IN THE EXCAVATION.

ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL

FIGURE A101
10/10/2021

BEDDING AND TRENCHING - TYPE A

D

APPENDIX A

STANDARD DRAWINGS

BEDDING & TRENCHING - TYPE B

FINISHED GRADE

COMMON FILL

TRENCH WIDTH VARIES
W/ PIPE SIZE

(SEE NOTE 4)

1.5

12" LIFTS MAX

TRENCH BACKFILL
(SEE NOTE 2)

1

PIPE O.D.

C
CONCRETE
STORM SEWER MANHOLE

12" (TYP)

SELECT COMMON FILL
BEDDING MATERIAL (SEE NOTE 10)
UNDISTURBED
EARTH

NOTES:

INITIAL BACKFILL (SEE NOTE 1)

(SEE
NOTE 3)

HAUNCHING (SEE NOTE 8)
BEDDING
(SEE NOTES 9 & 10)

MIN 24" WATER LEVEL (SEE NOTE 5)

INLINE DRAIN- 15"x15" HINGED GRATE
(FOR PIPE SIZE SEE SHT. C-200)

DRAIN BASIN

B

WATERTIGHT ADAPTERS AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS

TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN

INLINE DRAIN DETAILS

A

8"

6" MIN.

CONCRETE COLLAR

INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

					

			

			

			

			

			

			

			

PROJECT NEPTUNE
ORLANDO, FL	

PACKAGE 2 - SITE	

ISSUE FOR BID/ ISSUE FOR PERMIT	

		

TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.
15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN) FOR PIPE DIAMETER 24-IN AND LARGER.
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATERING AS REQUIRED.
ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
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.
FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE PIPE AND COMPACTED BY HAND TAMP.
BEDDING DEPTH SHALL BE 4-IN MINIMUM FOR PIPE DIAMETER UP TO 12-IN AND 6-IN MINIMUM FOR PIPE DIAMETER 16-IN AND LARGER.
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF REQUIRED BEDDING MATERIAL BELOW THE PIPE. UTILITIES SHALL DETERMINE REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION IN THE FIELD.

ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL

FIGURE A102
10/10/2021

BEDDING AND TRENCHING - TYPE B

Section VIII

Section A

Customer Call Log - Valencia Water Control District	
Date	Name	Subdivision	Address	Issue	Pond/Canal Name	Resolution	Date Resolved	

9/4/25	

Nancy Dragona	

Waterview	

5417 Watervista Drive	

Called because the trees in the next door neighbors yard had fallen into the District's property and were a hazard.	

C-1	Ms. Vanderbilt spoke to resident advising that the trees are on homeowner property so that the District couldn't remove any limbs from the trees but would have it reviewed by the mowing contractor to make sure there's nothing impeding. Resident said that limbs were definitely on District property. Mr. Brown reviewed area and showed that small portion of limbs were in the District's property but the tree and majority were in the resident's yard. Mr. Flint authorized Mr. Brown to trim the portion on District property.	

9/4/25	

9/15/25	

Kate Anthony	

Orangewood	

2330 Woodway Drive	Called to report homeless encampment in the wooded area off Whisperwood Lake just outside of the subdivision.
Looking for the owner/manager to tresspass the individual that is
harassing the residents.	

Lake near C-12	

Ms. Vanderbilt spoke to the resident after looking up the the property on the OCPA site and advised that the entire area was owned and maintained by Grande Plaza Maintenance Association, Inc.	

9/15/25	

9/15/25	

Orange County Sheriff Deputy	

Orangewood	

N/A	

Called to find out if District was owner of property where homeless person is living to tresspass them.	

Lake near C-12	Ms. Vanderbilt spoke to the Corporal and advised that the District only owned the canal and that the wooded area was owned by Grande Plaza Maintenance Association, Inc. and is managed by Greystone Management Group. Ms. Vanderbilt called and left message for Manager, Danielle of the situation.	

9/17/25	

9/20/25	
Jennifer W.	
Parkview Terrace	
Arnold Zlotoff Drive	Followed up on installation of updated pictorial sign at the pond that advised
'No Fishing'.	
Parkview Terrace Pond	Ms. Vanderbilt followed up with Mr. Brown on the sign and he went out and installed it. Let the
resident know it was there.	
9/23/25	

9/30/25	

Chris Teeple - W.A. Chester	

N/A	

Avenida Vista	Contractor hired to upgrade OUC substations that are located on District property and wanted permission to stage vehicles/equipment on access
road.	

Corner of C-1 & C-3	
Mr. Flint suggested District enter into agreement for access and to have the contractor return the area to its original state. Agreement on agenda.	

10/7/25	

Section B

NON-AD VALOREM ASSESSMENT ADMINISTRATION AGREEMENT

An AGREEMENT made this 1st day of October 2025 between AMY MERCADO as Orange County Property Appraiser (Property Appraiser) and, Valencia Water Control District (Taxing Authority), and is effective upon acceptance by both parties and through, September 30, 2026.

The Taxing Authority desires to use the services of the Property Appraiser to maintain non- ad valorem assessments on the tax roll and the Property Appraiser is prepared to do so, on behalf of the Taxing Authority. Each party represents that it has satisfied all conditions precedent to enter into this agreement.
The Property Appraiser agrees to perform the following service for the Taxing Authority:

Create a Non-Ad Valorem Assessment Roll for the Taxing Authority for the 2026 tax roll year using data provided annually to the Property Appraiser's Office by the Taxing Authority per attached Calendar for Implementation of Non- Ad Valorem Assessment Roll.
Provide the Taxing Authority with a data file in a compatible format on or before April 1, containing all parcels within the boundaries of the Taxing Authority to be used for the Taxing Authority’s planning purposes in establishing its non-ad valorem assessments.
Receive from the Taxing Authority its proposed or adopted non-ad valorem assessment levy for each type of property and apply that amount to each parcel of real property as stipulated by Taxing Authority.
Include the Taxing Authority’s non-ad valorem assessments on the Notice of Proposed Property Taxes and Proposed or Adopted Non-Ad Valorem Assessments mailed to all property owners in August of each year.
Receive from the Taxing Authority, corrections or changes to the roll and update the Non-Ad Valorem Assessment Roll for tax bills on or before September 15 of each year, the statutory deadline for certification of non-ad valorem assessments.
Deliver the Taxing Authority’s Non-Ad Valorem Assessment Roll to the Orange County Tax Collector's Office so that tax bills mailed on or about November 1 will include the Taxing Authority’s non-ad valorem assessment levies.

Taxing Authority agrees to perform the following acts in connection with this agreement:

Advise the property owners within the Taxing Authority in an appropriate and lawful manner of the Taxing Authority’s intention to utilize the Uniform non- ad valorem assessment method described in Sections 197.3631 through 197.3635, Florida Statutes, and any other applicable Florida statute, and carry out its responsibilities under said sections.
Timely provide the Property Appraiser with information required to prepare the Uniform Non-Ad Valorem Assessment Roll per the Calendar for Implementation of Non-Ad Valorem Assessment Roll.
Advise the property owners within the Taxing Authority as appropriate that the Property Appraiser's office is acting in a ministerial capacity for the Taxing Authority in connection with the non-ad valorem assessments.
Preparation and delivery of certificate of corrections directly to Tax Collector, with copy to Property Appraiser, for any corrections to a certified final tax roll.
The Taxing Authority shall use its best efforts in furnishing the Property Appraiser with up- to-date and accurate data concerning its boundaries, proposed assessments, and other information as requested from time to time by the Property Appraiser and necessary to facilitate his making the assessment in question. The Property Appraiser shall, using the information provided by the Taxing Authority, place the district’s non-ad valorem assessments, as made from time to time and certified to him, on properties within the district.
The Property Appraiser shall be compensated by the Taxing Authority for the administrative costs incurred in carrying out this Agreement. These costs include, but are not limited to labor, printing, forms, office supplies, computer equipment usage, postage, programming, or any other associated costs.
On 1st day of October of each applicable year, the administrative fee will be invoiced to the Taxing Authority equivalent to $0 per parcel assessed with a non-ad valorem tax. Parcel counts supporting the invoiced fee will be determined based upon the most current certified non-ad valorem assessment roll. Any new assessments added to the tax roll that were not previously certified and invoiced an administrative fee, will be separately invoiced on or around July 15 and prior to mailing of the Notice of Proposed Property Taxes in August.
The specific duties to be performed under this agreement and their respective timeframes are contained in the Calendar for Implementation of Non-Ad Valorem Assessment Roll, which is incorporated herein by reference.
This agreement constitutes the entire agreement between the parties and can only be modified in writing and signed by both parties.

All parts of this Agreement not held unenforceable for any reason shall be given full force and effect.
All communications required by this agreement shall be in writing and sent by first class mail, email, or facsimile to the other party.

Notices to the Taxing Authority shall be addressed to:

Valencia Water Control District

Jason Showe
Governmental Management Services 1408 Hamlin Avenue, Unit E
St. Cloud, FL 34771 jshowe@gmscfl.com
(407) 841-5524

Notices to the Property Appraiser shall be addressed to:

Carmen Crespo, Director, Accounting and Finance Orange County Property Appraiser
200 S. Orange Ave., Suite 1700
Orlando, FL 32801 ccrespo@ocpafl.org
(321) 379-4707

TERMINATION. This Agreement may be terminated by either party upon written notice. Property Appraiser will perform no further work after the written termination notice is received.
TERM. This Agreement shall continue until such time as either party terminates the Agreement pursuant to Paragraph 11, above.
GOVERNING LAW; VENUE. This Agreement shall be governed by the laws of the State of Florida. Any action to interpret or enforce any provision of this Agreement shall be brought in the State and Federal courts for Orange County, Florida.

ORANGE COUNTY PROPERTY APPRAISER

Signed 	
AMY MERCADO

Date		

VALENCIA WATER CONTROL DISTRICT

Name 	 Signed 	 Date 	

CALENDAR FOR IMPLEMENTATION OF NON-AD VALOREM ASSESSMENTS

On or about April 1st, Property Appraiser to provide the Taxing Authority with an electronic file that includes parcel ID and any other information applicable or requested. Taxing Authority may request this file at any time after January 1st, but must understand that many splits/ combos, annexations, etc., may not be reflected early in the tax year and subsequent files may be necessary. If any additional information is required at any time by Taxing Authority, it should be requested of the Property Appraiser by Taxing Authority, allowing for a reasonable turnaround time. The file shall be in an ascii file, text or excel file, unless another format is requested and agreed upon between parties.

June 1

Property Appraiser distributes Best Estimate of Taxable Value to all Taxing Authorities.

July 1

Property Appraiser certifies Preliminary tax roll to all taxing authorities.

Taxing Authority reviews all assessments and provides final approval for Notice of Proposed Property Taxes (TRIM)

July 15

Property Appraiser to invoice Administrative Fee for new parcels, if any, assessed and in excess of prior year certified non-ad valorem assessment roll parcel count.

August 4

The Taxing Authority adopts its proposed millage rate and submits to the Property Appraiser for TRIM.

August 24

Last day Property Appraiser can mail TRIM notices to all property owners on the tax roll.

September 3 – October 3

Taxing Authority holds initial and final public budget hearing.

September 15

Taxing Authority certifies final non-ad valorem assessment roll to Property Appraiser on or before September 15 with any changes, additions, or deletions to the non-ad valorem assessment roll since the TRIM notices.

October

Property Appraiser to mail Non-Ad Valorem Assessment Administration Agreement and invoice for non-ad valorem assessment processing for subsequent tax roll, based upon most recent certified non-ad valorem assessment roll parcel count.
Property Appraiser delivers the Taxing Authority non-ad valorem assessment roll to the Tax Collector for collection of taxes on November 1 tax bills.

Section C

TEMPORARY ACCESS EASEMENT AGREEMENT
BY AND BETWEEN THE VALENCIA WATER CONTROL DISTRICT AND W.A. CHESTER

This Temporary Access Easement Agreement (“Easement Agreement”) is made and entered into this 	day of 	, 2025, by and between:

Valencia Water Control District, a local unit of special-purpose government established pursuant to Chapter 289, Florida Statutes, being situated in Orange, County, Florida, and whose mailing address is 219 East Livingston Street, Orlando, Florida 32801 (the “District”); and

W.A. Chester, whose mailing address is 4200 Parliament Place, #400, Lanham, Maryland 20706 (the “Project Contractor”).

WITNESSETH

WHEREAS, the District was established pursuant to Chapter 289, Florida Statutes, by a Decree of the Circuit Court in and for Orange County, Florida, (the “Decree”) and is validly existing under the Constitution and laws of the State of Florida; and

WHEREAS, the District is the owner of certain lands in Orange County, Florida, more particularly described as Parcel ID 13-24-28-5844-00-950 (the “District Property”); and 
WHEREAS, the Project Contractor is working on property within the District having a property description of Avenida Vista, as recorded in the Records of Orange County, Florida (Parcel ID 13-24-28-5844-00-950) (the “Project Contractor’s Site”); and

WHEREAS, The Project Contractor has requested that the District grant to them a temporary, nonexclusive easement over a portion of the District Property for the purpose of ingress/egress staging vehicles and equipment, and the District is agreeable to granting such an easement on the terms and conditions set forth herein; and

WHEREAS, the portion of District Property over which the temporary easement (the “Easement Property”) is requested is shown on Exhibit A, attached hereto and made a part hereof.

NOW, THEREFORE, in consideration of the sum of Ten and 00/100 Dollars ($10.00) and other good and valuable consideration and the mutual covenants of the parties, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows:

RECITALS.	The foregoing recitals are true and correct and by this reference are incorporated as a material part of this Easement Agreement.

GRANT OF EASEMENT.	The District hereby grants to the Project Contractor a temporary, non-exclusive easement over, upon, under, through, and across the Easement Property

for the sole purpose of the Project Contractor (and its contractors) ingress/egress, staging of vehicles and equipment (the “Easement”). Project Contractor agrees that the Easement will only be used for ingress/egress, staging vehicles and equipment. No materials shall be placed or stored on the Easement Property. The Project Contractor agrees and acknowledges that, while the District grants access across the Easement Property, as depicted on Exhibit A, the District makes no representations or warranties of any kind that Project Contractor has authority to access road right of way or that the Easement Property is suitable for vehicular, or any other, use; the Project Contractor’s use of the Easement Property is solely at its own risk. Project Contractor shall be responsible for securing all required approvals and permits from Orange County or any other governmental entity or agency having jurisdiction thereof in connection with their work. Nothing herein shall be interpreted or construed to grant any easement or other rights, temporary or otherwise, over any property other than the Easement Property.

TERM. Project Contractor shall be permitted to use the Easement Property for	 (  ) days from the date of this Easement, at which time the Easement shall automatically terminate.

INDEMNIFICATION.

Project Contractor agrees to indemnify and hold the District harmless from and against any and all damages, losses or claims, including but not limited to legal fees and expenses, to the extent that such damages, losses or claims are attributable to actions, omissions or negligence in the use of the Easement Property by Project Contractor, their employees, agents, assignees, and/or contractors (or their subcontractors, employees, materialmen or independent contractors).

Project Contractor agrees that nothing contained in this Easement Agreement shall constitute or be construed as a waiver of the District’s limitations on liability set forth in Section 768.28, Florida Statutes, and other law.

DAMAGE. In the event that Project Contractor, their respective employees, agents, assignees and/ or contractors (or their subcontractors, employees, materialmen or independent contractors) cause damage to the Easement Property or any of the improvements located within the Easement Property or causes damage to the District’s other property or any improvements located thereon, in the exercise of the easement rights granted herein, Project Contractor, at Project Contractor’s sole cost and expense, agree to commence and diligently pursue the restoration of the same and the improvements so damaged to as nearly as practical to the original condition and grade, including, without limitation, repair and replacement of any landscaping, hardscaping, plantings, ground cover, irrigation systems, roadways, driveways, sidewalks, parking areas, fences, walks, utility lines, stormwater facilities, pumping facilities, pumps and other structures, within thirty (30) days after receiving written notice of the occurrence of any such damage. The Project Contractor shall allow no lien to attach to the Easement Property or any improvements located on said property or District’s other property arising out of work performed by, for, or on behalf of Project Contractor.

DEFAULT. A default by any party under this Easement Agreement shall entitle any other to all remedies available at law or in equity, which may include but not be limited to the right of actual damages, injunctive relief and/or specific performance.

ENFORCEMENT OF AGREEMENT. In the event that either the District or Project Contractor seek to enforce this Easement Agreement by court proceedings or otherwise, then the prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution or appellate proceedings.

NOTICES. Any notice, demand, consent, authorization, request, approval or other communication that any party is required, or may desire, to give to or make upon the other party pursuant to this Agreement shall be effective and valid only if in writing, signed by the party giving notice and delivered personally to the other parties or sent by express 24-hour guaranteed courier or delivery service or by certified mail of the United States Postal Service, postage prepaid and return receipt requested, addressed to the other party as follows (or to such other place as any party may by notice to the others specify):

To	Project Contractor:

W.A. Chester
4200 Parliament Place, #400
Lanham, Maryland 20706

To the District:	Valencia Water Control District
219 E. Livingston St. Orlando, Florida 32801 Attn: District Director

With a copy to:	Stephen F. Broome, P.A.
920 ½ Delaney Avenue Orlando, Florida 32806

Notice shall be deemed given when received, except that if delivery is not accepted, notice shall be deemed given on the date of such non-acceptance. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day shall be deemed received on the next business day. If any time for giving notice would otherwise expire on a non-business day, the notice period shall be extended to the next succeeding business day. Saturdays, Sundays and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the District and counsel for Project Contractor may deliver Notice on behalf of the District and Project Contractor.

THIRD PARTIES. This Easement Agreement is solely for the benefit of the formal parties hereto, and no right or cause of action shall accrue upon or by reason, to or for the benefit of any third party not a formal party to this Easement Agreement. Nothing in this Easement expressed or implied is intended or shall be construed to confer upon any person or legal entity other than the parties hereto any right, remedy, or claim under or by reason of this Easement

Agreement or any of the provisions or conditions hereof. The District shall be solely responsible for enforcing its rights under this Easement Agreement against any interfering third party. Nothing contained in this Easement Agreement shall limit or impair the District’s right to protect their rights from interference by a third party.

ASSIGNMENT. No party may assign, transfer or license all or any portion of its rights under this Easement Agreement without the prior written consent of the other parties.

CONTROLLING LAW. This Easement Agreement shall be construed, interpreted and controlled according to the laws of the State of Florida.

PUBLIC RECORDS. Project Contractor understands and agrees that all documents of any kind provided to the District or to District Staff in connection with this Easement Agreement are public records and are to be treated as such in accordance with Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Easement Agreement shall not affect the validity or enforceability of the remaining portions of this Easement Agreement, or any part of this Easement Agreement not held to be invalid or unenforceable.

BINDING EFFECT. This Easement Agreement and all of the provisions, representations, covenants, and conditions contained herein shall be binding upon and inure to the benefit of the parties hereto and their respective successors and permitted assigns.

AUTHORIZATION. By execution below, the undersigned represent that they have been duly authorized by the appropriate body or official of their respective entity to execute this Easement Agreement, and that each party has complied with all the requirements of law and has full power and authority to comply with the terms and provisions of this instrument.

AMENDMENTS. Amendments to and waivers of the provisions contained in this Easement Agreement may be made only by an instrument in writing which is executed by all parties hereto.

ENTIRE AGREEMENT. This instrument shall constitute the final and complete expression of the agreement between the parties relating to the subject matter of this Easement Agreement.

IN WITNESS WHEREOF, the parties have caused this instrument to be executed by their duly authorized officers effective as of the day and year first above written.

VALENCIA WATER CONTROL DISTRICT

District Director
Print name: 	

Date:	

PROJECT CONTRACTOR

W.A. Chester

Date: 	

EXHIBIT A
Easement Property

requested location for vehicle mobilization / storage