HomeMy WebLinkAbout05-12-2015 Agenda Packet
Mayor Commissioners
S. Scott Vandergrift John Grogan, District 1
Rosemary Wilsen, District 2
City Manager Rusty Johnson, District 3
Robert Frank Joel F. Keller, District 4
PLANNING AND ZONING COMMISSION
(LOCAL PLANNING AGENCY)
MAY 12, 2015 AGENDA 7:00 PM
I. CALL TO ORDER
A. Invocation and Pledge of Allegiance
B. Roll Call and Determination of Quorum
II. CONSENT AGENDA
A. Minutes of the Planning and Zoning Commission Meeting held March 10, 2015
III. OLD BUSINESS
IV. NEW BUSINESS
A. Sorenson 1042 Ocoee-Apopka Rd Public Hearing City Planner Rumer
1. Annexation & Rezoning
B. Arbours at Crown Point PUD Public Hearing City Planner Rumer
1. Preliminary/Final Site Plan
C. The Oasis at Lake Bennet Apartments Public Hearing City Planner Rumer
1. Preliminary Site Plan
V. MISCELLANEOUS
A. Project Status Report
B. May Calendar
VI. ADJOURNMENT
NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00
pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal
any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a
verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based.
More than one Commissioner may participate or hear discussions regarding a matter which will come before the
Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to
participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee,
FL 34761 (407) 905-3105, 48 hours in advance of the meeting.
City of Ocoee ▪ 150 North Lakeshore Drive ▪ Ocoee, Florida 34761
phone: (407) 905-3100 ▪ fax: (407) 905-3167 ▪ www.ocoee.org
_____________
ITEM NUMBER 11. A.
APPROVAL OF MINUTES FOR
MARCH 10, 2015
MINUTES OF THE PLANNING AND ZONING COMMISSION
ACTING AS THE LOCAL PLANNING AGENCY
MEETING HELD TUESDAY, MARCH 10, 2015
CALL TO ORDER
Chairman Campbell called the meeting to order at 7:01 p.m. Following a moment of silent
meditation and the Pledge of Allegiance to the Flag, a quorum was declared present.
PRESENT: Chairman Campbell, Vice -Chairman McKey, Members de la Portilla, Dillard,
Keethler, Sills and West. Also present were City Planner Rumer, Principal
Planner Fabre, Assistant City Attorney Crosby -Collier and Recording Clerks
DeRienzo and Turner.
ABSENT: Member(s): Marcotte (A/E).
CONSENT AGENDA
Minutes of the Planning and Zoning Commission Meeting held on Tuesday, February 10,
2015.
Vice -Chairman McKey, seconded by Member West, moved to accept the minutes of
the February 10, 2015, Planning and Zoning Commission meeting, Motion carried
unanimously.
OLD BUSINESS - none
NEW BUSINESS
City Center West Orange — Preliminary Subdivision and Site Plan
City Planner Mike Rumer gave a brief presentation with exhibits on the proposed project.
He explained why the plan is not a PUD, the major highways around the site, and how the
target areas around the development create an upgrade for the community. The Land
Development Code has a suburban commercial code. Pursuant to community input, there
is a need to provide developers with the opportunity to create 3 target areas: Target Area
1 is the land west of Maguire Road, north of turnpike and south of SR50; Target Area 2
which is around Lake Bennet (subject property is a parcel located in this area); and Target
Area 3 is the Health Central campus.
Within the overlay, it requires an upgrade of a block -road grid of public roads to be created
by the developers that includes wider sidewalks and trails, landscape with street trees,
additional parking, such as parallel parking, and additional travel lanes to create an urban
commercial development. The project parcels included in the site plan are influencing the
overlay standards. Examples being block width road segments, setbacks, building height
within the sub -areas, and structured parking requirements for the pedestrian activity
center. (This particular part of the development is being reviewed by staff, not the land
development code.)
Planning and Zoning Commission Meeting
March 10, 2015
City Planner Ruiner explained different variations of how the public roads tie into the
construction of Ocoee Town Center. Road types that are required in the site plan are
above the city standard. They are continuing to refer back to the current Land
Development Code during the construction of the project. City Planner Ruiner also
explained how they are communicating with the local electric utility provider on how to
place the transformers, but is still in the process of negotiating a final site plan. The City
Commission will review the final site plan, as well as the development agreement (This is
not our typical Land Development Code). The Developer is requesting four (4) waivers
from the Land Development Code. All of the requested waivers are consistent with the
CRA Target Areas Special Development Plan for Target Area 2; therefore, staff supports
all the waivers as requested.
Principal Planner Fabre gave a detailed presentation with exhibits on the proposed
project. This project is proposing to construct a 2,401,204 square foot mixed use
commercial, office, and multi -family development on approximately (Parcel 2) 15.84 acres.
The rest of the project parcels (Parcels 1, 3 and 4) will be for right-of-way, open space,
storm water abatement and possible future development. The total site area is
approximately 54.74 acres of which 15.2 acres are designated as wetlands. The site is
currently undeveloped and covered with a mixture of pine trees, oak trees and other
varieties of trees scattered around the property.
The City Center West Orange Preliminary Site/Subdivision Plan (PSP) will be developed
as a mixed -use commercial, office, and multi -family development consisting of three (3)
lots and three tracts of land. Phase 1 will consist of a multi -story (8 stories) complex
building containing 75,000 square feet of Retail, 75,000 square feet of Restaurant, 66,000
square feet of Office, 314 Dwelling (Condos) Units and a Hotel containing 215 rooms. This
multi -story complex building will have all the requisite infrastructure and amenities (tennis
court, swimming pool, volleyball sand court, pavilions, and clubhouse) including an internal
parking facility. Dedication of right-of-way for the extension and construction of Maine
Street and access roadways will also be done as part of Phase 1. Phase 2 and 3 will
consist of two additional buildings with 50,000 square feet of Retail, 40,000 square feet of
Restaurant, and 166 Dwelling Units all with associated infrastructure. Phases 4 and 5
have no development proposal as of this Preliminary Site/Subdivision Plan.
Principal Planner Fabre also discussed proposed traffic circles within the site plan.
Access into the subject site will be provided through Bluford Avenue and the extension of
the existing Maine Street. In addition, there is access roadways proposed consistent with
the CRA Target Area 2 block roadway network. In order to facilitate the site, traffic lights
are proposed at the intersection of Bluford Avenue and Maine Street. Traffic lights are also
proposed at the main entrance of the Phase 1 multi -story complex building and Maine
Street. As shown on the PSP, the internal road network will eventually connect to the
southern adjacent development.
2
Planning and Zoning Commission Meeting
March 10, 2015
Discussion
Member McKey inquired about the variations of the waivers.
Principal Planner Fabre explained there are four waivers from the applicant. The waivers
are consistent with the CRA that are reviewed outside of the Land Development Code and
staff does not have any issues with the waivers.
Member Keethler asked if there is another criteria to look at for all the codes and
definitions.
City Planner Rumer explained what is required within the city for our Land Development
Code. The waivers are showing what is involved within this project. Staff is in the process
of having the final site plan reviewed to see which waivers move forward with creating the
final site plan. Clarification was given on the reason for the waivers.
Some of the questions and concerns expressed by the board included:
• Street scape
• Parking garage
• Parallel parking
• Multi -family parking
• Traffic Lights
City Planner Rumer addressed each of the board's concerns and advised that staff is
working through the details of these aspects.
The public hearing was opened.
John Amm, Developer, gave a detailed presentation of the project regarding the
development pattern and the details of each phase within the site plan.
Member McKey inquired how firm the concept is from a design approach.
Mr. Amm responded that they are working on details and requirements of the present
application to St. Johns.
Member Dillard asked if this project has been done somewhere else.
Mr. Amm responded in the affirmative explaining what they have achieved elsewhere and
why they want to bring this type of project concept to Ocoee.
3
Planning and Zoning Commission Meeting
March 10, 2015
Member Keethler inquired how many restaurants and retails have been researched within
the market and if this will be a successful design.
Mr. Amm responded in the affirmative. He continued the discussion by confirming the
structure of the parking and how the parking will be shared by the establishments within
the project.
Member de la Portilla inquired about the financing he is receiving from private investors
and what is required to be sold before they go vertical within the project.
Mr. Amm explained that there is a certain amount of units to sell before they can expand
vertically; however, they have private investors interested.
The public hearing was closed.
The Board Members expressed their own opinions of the project
Chairman Campbell. seconded by Vice -Chairman McKey. moved that the Planning
and Zoning Commission recommend to the Ocoee Citv Commission approval of thr.
Citv Center West Orange — Preliminary Subdivision and Site Plan, subiect to
resolving anv remaining staff comments before the Citv Commission meeting.
Motion carried unanimously.
MISCELLANEOUS
Proiect Status Report
City Planner Rumer briefed the board on the Stor Kwik final plans submittal.
ADJOURNMENT
The meeting adjourned at 8:18 p.m.
ATTEST:
Nile eRien cordClerk
ITEM NUMBER IV. A.
PUBLIC HEARING
SORENSON 1042 OCOEE-APOPKA RD
ANNEXATION & REZONING
NN1_1_qWLr
S, Scott Vandergrift
L —it-) L LM " 11 " 1 g')_r
Robert Frank
Commissioners
John Grogan, Distriet I
Rosernary it en, District 2
Rusty Johnson, District 3
Joel F. Keller, District 4
TO.. Planning & Zoning Commission (Local Planning Agenc�j
FROW Michael Rumer, City PlannerAV_
SUBJECT: Sorenson (1042 Ocoee -Apopka Road)
Annexation and Initial Zoning
Project No(s), AX-03-1 5-50 & RZ-1 5-03-01
General Location: The subject property is located on the west side of Ocoee -Apopka Road,
approximately 1,027 feet south of Demastus Lane.
i INW.-olio sToYsTe-N
Actual land use, proposed land use and unique features of the subiect Property: The parcel is
vacant.
CURRENT
PROPOSED
Jurisdiction/Future Land
Orange County / Low Density
City of Ocoee / Low Density
Use -Joint Planning Area
Residential
Residential
Land Use Classification
Less than 4 dwelling units/acre)
(@ Less than 4 dwelling units/acre)
Jurisdiction/Zoning
Orange County / "A-1
City of Ocoee / "A- V
Classification
"Agriculture"
"General Agriculture"
p&Z Meeting Date: May 12, 2015
Project: Sorenson (1042 Ocoee -Apopka Rd)
Project Number(s): AX-03-15-50 & RZ-15-03-01
The current future land use and zoning classifications of the surrounding properties:
DIRECTION:
CURRENT FUTURE LAND USE
CURRENT ZONING
North
Orange County / Low Density
Orange County / "A-1"
Residential
East
City of Ocoee / Low Density
City of Ocoee / "R-1AA"
Residential
South
Orange County / Low Density
Orange County / "A-1"
Residential
West
Orange County / Low Density
Orange County / "A-V
Residential
CONSISTENCY WITH STATE & LOCAL REGULATIONS:
Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes
grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long
as it does not create an enclave. The subject property is considered contiguous to the City of
Ocoee since it is bordered by property located within the City limits on the east side.
Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange
County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA
Agreement. The applicant is requesting rezoning of the property to A-1 (General Agriculture).
Orange County has been notified of this petition in accordance with Section 171.044(6) FS and
Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement.
Rezoning: The applicant has requested a City of Ocoee zoning designation of A-1 (General
Agriculture), which is consistent with the zoning of the adjacent Orange County properties.
According to the Land Development Code, the A-1 zoning designation is intended for areas
shown on the Future Land Use Map as "Low Density Residential". The A-1 zoning designation
is consistent with the adopted future land use designation of Low Density Residential, as shown
on the City of Ocoee & Orange County Joint Planning Area future land use map.
Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy
2.5 that states in part, "The City shall consider requests for voluntary annexation into the City
when those lands are logical extensions of the existing City limits, when services can be
properly provided, and when proposed uses are compatible with the City's Comprehensive
Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning
is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign
an initial zoning, after annexation, which is consistent with both the Future Land Use Map and
the JPA Agreement..."
P&Z meeting bate: May 12, 2015
Project: Sorenson (1042 Ocoee -Apopka rid)
Project Nurnber(s): Ax-03-15-50 & RZ-15-03-01
DISCUSSION:
Annexation Feasibility & Public Facilities Analysis Report (See attached): The property is
serviceable by City potable water and sewer.
Summary: The proposed annexation is a logical extension of the City limits, urban services can
be provided, and the annexation meets state and local regulations. The land use and initial
zoning are also consistent and compatible with surrounding properties.
DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION:
On May 5, 2015, the DRC met to determine if the proposed annexation and rezoning was
consistent with the City's regulations and policies. When the discussion was finished, the DRC
voted unanimously to recommend approval of the annexation and rezoning of the 2.23 acres
known as the Sorenson (1042 Ocoee -Apopka Road) property.
STAFF RECOMMENDATION:
Based on the above analysis and the subsequent DRC recommendation, Staff recommends
that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend
approval of the Annexation of the 2.23 acres of land known as the Sorenson (1042 Ocoee -
Apopka Road, with an Initial Zoning classification of "A-1".
Attachments:
Annexation Feasibility Analysis
Location Map
Surrounding Future Land Use Map
Surrounding Zoning Map
Aerial Map
IM
CITY OF OCOEE
ANNEXATION FEASIBILITY ANALYSIS
CASE NUMBER(S): AX-03-15-50
APPLICANT NAME: SHERI SORENSON
PROJECT NAME: SORENSON —1042 OCOEE-APOPKA RD
This form is used to evaluate annexation requests to determine the feasibility of providing urban
services to individual properties. Each department has filled in the appropriate section and the findings
are summarized below.
L'PLANNING DEPARTMENT Michael Rumer, City Planner
A. Applicant/Owner
1. Owner (if different from Aaalicant): Sheri Lynn Sorenson
B. Property Location
1.
General Location:
The subject property is located on the west side of
Ocoee Apopka, approximately 1,027 feet south of
Demastus Lane.
2.
Parcel Identification Numbers:
07-22-28-0000-00-092
3.
Street Addresses:
1042 Ocoee Apopka Rd
4.
Size of Parcels:
Total +/- 2.23 acres
C. Use Characteristics
1.
Existin Use:
Vacant
2.
Proposed Use:
Agricultural Club
3.
Density / Intensity:
Not to exceed 4 dwelling units/acre
4.
Projected Population:
0
D. Zoning and Land Use
1.
Orange County Future Land Use:
Low Density Residential
2.
Orange County Zoning:
A-1
3.
Existing Ocoee Future Land Use:
Low Density Residential
4.
Proposed Ocoee Zoning:
A-1
E. Consistent
1.
Joint Planning Area
Yes
2.
Comprehensive Plan:
I Yes
FIRE DEPARTMENT, Fire Department
1. Estimated Response Time:
Response time is 2-4 minutes
2. Distance to Property:
Distance is approx. 1.7 miles from Station 1 (Bluford
Avenue
3. Fire Flow Requirements:
N/A
I. POLICE DEPARTMENT
1. Estimated Response Time: 3 Minute
Page 1 of 3
Applicant Name: Sheri Lynn Sorenson
Project 1042 Ocoee Apopka Rd
Case #: AX-03-15-50
2.
Distance to Property:
Approx. 2 miles.
3.
Average Travel Time
4 minutes
IV.ECONOMIC VALUE Michael Rumer, City
Planner
1. Property Appraiser Taxable Value:
$62,000
2. Property Appraiser Just Value
Same as above.
3. Estimated City Ad Valorem Taxes:
$300
4. Anticipated Licenses & Permits:
Unknown
5. Potential Impact Fees:
Unknown
6. Total Project Revenues:
Same as above.
BUILDING DEPARTMENT Michael Rumer, C
1. Within the 100-year Flood Plain: No
VI. UTILITIES David Wheeler, P.E.
A. Potable Water
1. In Ocoee Service Area:
Yes
2. City Capable of Serving Area:
Potable Water
3. Extension Needed:
Yes
4. Location and Size of
Nearest Water Main:
12" Inch Line on Ocoee Apopka Rd
C
Sanitary Sewer
1.
In Ocoee Service Area:
Yes
2.
City Capable of Serving Area:
No
3.
Extension Needed:
Yes
4.
Location and Size of
Nearest Force Main:
Six Inch Force on south side of Silver Star Rd
5.
Annexation Agreement Needed:
No
Other
1. Utility Easement Needed:
No
2. Private Lift Station Needed:
No
3. Well Protection Area Needed:
No
Page 2 of 3
Applicant Name: Sheri Lynn Sorenson
Project 1042 Ocoee Apopka Rd
Case #: AX-03-15-50
TRANSPORTATION Michael Rumer, City Planner
1. Paved Access:
Yes
2. ROW Dedication:
No
3. Traffic Study:
No
4. Traffic Analysis Zone:
546
. PRELIMINARY CONCURRENCY
EVALUATION Michael Rumer, City Planner
At this time, adequate transportation capacity exists; however, this condition
A. Transportation:
may change and will be subject to a concurrency evaluation during the site
Ian approval process.
At this time, adequate park/recreation capacity exists.
B. Parks / Recreation:
At this time, adequate water and sewer capacity exists; however, this
C. Water / Sewer:
condition may change and will be the subject to a concurrency evaluation
during the site plan approval process.
The applicant will be required to handle the stormwater on -site, according to
D. Stormwater:
the City Code and the regulations of the St. John's River Water Management
District.
At this time, adequate solid waste capacity exists.
E. Solid Waste:
F. Impact Fees:
Actual impact fees will be calculated during issuance of a Building Permits.
The parcel is vested from School Concurrency in its current configuration..
G. Public School
IX. SITE SPECIFIC ISSUES MichaelRumer, City
Planner
None.
X. CONSISTENCY` WITH STATE REGULATIONS Michael Rumer, City
Planner
This property is contiguous with the City Limits and will reduce the area of an enclave; therefore
this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes.
Page 3 of 3
Sorenson Property
Location Map
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Sorenson (1042 Ocoee -Apopka Road)
Surrounding Zoning Map
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200100 0 200 COB 800 FBM
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Printed: May 2015
Subject Property
i
Unincorporated Territory
EnUnincorporated
Other Municipalties
Zoning Classification:
I - --
General Agricultural (A-1)
I _
Suburban (A-2)
Single -Family Dwelling (R-1AAA)
i I�
Single -Family Dwelling (R-1AA)
Single -Family Dwelling (R-1A)
Single -Family Dwelling (R-1)
One, & Two -Family Dwelling (R-2)
1
� Multiple -Family Dwelling (R-3)
I
Mobile Home Subdivision (RT-1)
Professional Offices & Services (PS)
Neighborhood Shopping (C-1)
Community Commercial (C-2)
General Commercial (C-3)
Restricted Manufacturing
& Warehousing (1-1)
General Industrial (1-2)
_
Commercial (PUD)
Low Density (PUD)
Medium Density (PUD)
High Density (PUD)
f1 rS
Public Use (PUD)
Unclassified
Lakes Lakes and Water Bodies
R-1 A
C-1
A-2 R-1
ITEM NUMBER IV. B.
PUBLIC HEARING
ARBOURS AT CROWN POINT PUD
PRELIMINARY/FINAL SITE PLAN
M'aa,nol
S. Scott Vandergrift
City Manager
Robert Frank
TO' The Planning and Zoning Commission
FROM: Michael Rumer, City Planner 711r<
DATE: May 12, 2015
SUBJECT: Arbours at Crown Point PUT
Preliminary/Final Site Plan
Project # LS 2014-009
Commissioners
John Grogan, District I
Rosemary Wilsen, District 2
Rusty Johnson, District 3
Joel F. Keller, District 4
Should the Planning & Zoning Commission recommend approval of the Prelim inary/Final Si
Plan for Arbours at Crown Point PUD? I
The subject property is located on the north side of West Road and west of SR 429. The over-"'
parcel is 28.1 acres in size, of which 17.64 is for the 240 multi -family units. The subject prope
is located adjacent to the West Orange Trail on the east with a 73 foot power line easeme,
located along the eastern property line. Pedestrian access to the West Orange Trail is bein
provided on the northern property line with a vehicular crossing located on the eastern prope
line subject to Orange County approval,
The applicant is proposing a Preliminary/Final Site Plan for 240 multi -family units wi
associated recreation amenities, stormwater management areas, an pu ic roa• access. I
The table below references the future land uses, jurisdiction, existing land uses and zoninge
classifications of the surrounding parcels:
Direction
Future Land Use
Zoning Classification
Existing Land Use
North
Public Facility
A-1 (Agriculture)
Reclaimed Water Facility (Winter
Garden)
East
Low Density Residential
A-1 (Agriculture)
Vacant Parcel
South
ROW
N/A
West Road
I West
Commercial/Industrial
I PUD Commercial
I Vacant Parcel
The Future Land Use designation for the subject site is "Light Industrial" which allows up to 1
dwelling units an acre. On April 15, 2014, the City Commission reviewed and approved the PU
Rezoning and Land Use Plan for Arbours at Crown Point PUD. I
The Planning and Zoning Commission
Meeting Date: May 12, 2015
Page 2 of 2
�1 MR
The Arbours at Crown Point Preliminary/Final Site Plan is a multi -family development th
proposes a total of 240 one, two, and three bedroom apartments. A community building as w
as a pool, BBQ area, vehicle wash area and exercise trail are being provided. The project
dedicating 25 feet on the north end to connect the West Orange Trail to Ocoee -Apopka Roa
The development will provide direct connection to the trail as an additional amenity.
As shown on the plans, the subject site will have two (2) access points. The main access will
at the gated access on the extension of Fountains West Blvd. This main entrance will
landscaped with signage as the entry feature. The second access is proposed through
decorative crash gate on Fountains West Blvd. The Plan also shows a 6-foot high bla
decorative fence with columns forming the perimeter of the development with landscaping. I
It should be mentioned that the site is located within the Wekiva Study Area as designated
the Florida Legislature. The Wekiva Study Area requires additional groundwater protection f
Wekiva Springs. The development will provide more than 35% open space leaving much of th
"A" soils available to filter ground water,
The Prelim inary/Final Site Plan is consistent with the approved Arbours at Crown Point PU
Finally, potable water and sewer services will be provided by Orange County. The City of Oco
will provide solid waste services, reuse water, police, and fire protection.
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The Development Review Committee (DRC) met on May 5i 2015, and reviewed t
Prelim i nary/Final Site Plan for Arbours at Crown Point PUD. Staff discussed technical drainag
and road design issues to be addressed from the City's Engineering Division. When t
discussion was finished, the DRC voted to recommend approval of the Prelim inary/Final Si
Plan, subject to the resolution of the remaining staff comments. 1i
� �-, 1111�:#
Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning
Commission recommend approval of the Preliminary/Final Site Plan for Arbours at Crown Point
PUD, subject to resolving any remaining staff comments before the City Commission meeting.
Attachments:
Location Map;
Aerial Map;
Preliminary/Final Site Plan for Arbours at Crown Point PUD.
�r
F
Arbours at Crown Point PUD
Location Map
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Description :
A Parcel of land being a portion of Tract 1, Fountains West as recorded in Plat
Book 72, Pages 111 - 116, Public Records of Orange County, Florida and a
portion of Orange County tax parcel number 06-22-28-0000-00-046 being
more fully described as follows:
COMMENCE at the Southwest corner of Tract 1, Fountains West as recorded
in Plat Book 72, Pages 111 to 116, Public Records of Orange County, Florida;
ƚŚĞŶĐĞĐŽŶƚŝŶƵĞEŽƌƚŚϬϱΣϭϯΖϱϴΗtĞƐƚ͕ĂůŽŶŐƚŚĞtĞƐƚůŝŶĞŽĨƐĂŝĚdƌĂĐƚϭ͕
ϮϳϬ͘ϳϭĨĞĞƚƚŽƚŚĞWK/EdK& '/EE/E'͖ƚŚĞŶĐĞEŽƌƚŚϬϱΣϭϯΖϱϴΗtĞƐƚ͕ĂůŽŶŐ
ƐĂŝĚtĞƐƚůŝŶĞ͕ϲϬ͘ϭϱĨĞĞƚ͖ƚŚĞŶĐĞEŽƌƚŚϴϴΣϰϲΖϭϱΗ ĂƐƚ͕ĂůŽŶŐƚŚĞĐŽŵŵŽŶ
boundary line of Lot 8 and Tract 1 said Plat of Fountains West, 28.23 feet;
ƚŚĞŶĐĞEŽƌƚŚϴϵΣϱϲΖϮϰΗ ĂƐƚ͕ϯϰϴ͘ϬϬĨĞĞƚ͖ƚŚĞŶĐĞůĞĂǀŝŶŐƐĂŝĚĐŽŵŵŽŶ
ďŽƵŶĚĂƌLJůŝŶĞƌƵŶEŽƌƚŚϬϬΣϯϯΖϬϬΗtĞƐƚ͕ĂůŽŶŐƚŚĞtĞƐƚůŝŶĞŽĨƐĂŝĚdƌĂĐƚϭ͕
ϳϵϱ͘ϴϯĨĞĞƚƚŽƚŚĞEŽƌƚŚǁĞƐƚĐŽƌŶĞƌŽĨƐĂŝĚdƌĂĐƚϭ͖ƚŚĞŶĐĞEŽƌƚŚϴϳΣϱϲΖϰϲΗ
East, along the North line of said Tract 1 and the North line of Orange County
tax parcel number 06-22-28-0000-00-046, 984.20 feet to a point on the
Westerly Right of Way line of the West Orange Trail as recorded in Official
Records Book 4938 Page 4527, Public Records of Orange County, Florida ;
ƚŚĞŶĐĞ^ŽƵƚŚϬϰΣϬϳΖϮϲΗtĞƐƚ͕ĂůŽŶŐƐĂŝĚtĞƐƚůŝŶĞŽĨƚŚĞtĞƐƚKƌĂŶŐĞdƌĂŝů͕
ϱϲϭ͘ϴϯĨĞĞƚ͖ƚŚĞŶĐĞĚĞƉĂƌƚŝŶŐƐĂŝĚdƌĂŝůƌƵŶ^ŽƵƚŚϴϵΣϱϲΖϮϰΗtĞƐƚϯϰ͘ϵϮĨĞĞƚ
to the point of curvature of a curve concave Southeasterly having a radius of
ϭϬϱ͘ϬϬĨĞĞƚ͕ĂĐĞŶƚƌĂůĂŶŐůĞŽĨϴϱΣϰϴΖϱϴΗĂŶĚĂĐŚŽƌĚďĞĂƌŝŶŐŽĨ^ŽƵƚŚ
ϰϳΣϬϭΖϱϱΗtĞƐƚ͖ƚŚĞŶĐĞ^ŽƵƚŚǁĞƐƚĞƌůLJĂůŽŶŐƚŚĞĂƌĐŽĨƐĂŝĚĐƵƌǀĞĂĚŝƐƚĂŶĐĞ
ŽĨϭϱϳ͘ϮϳĨĞĞƚƚŽƚŚĞƉŽŝŶƚŽĨƚĂŶŐĞŶĐLJ͖ƚŚĞŶĐĞ^ŽƵƚŚϬϰΣϬϳΖϮϲΗtĞƐƚ͕ϭϯϭ͘Ϭϭ
feet to the point of curvature of a curve concave Northwesterly having a
ƌĂĚŝƵƐŽĨϰϱ͘ϬϬĨĞĞƚ͕ĂĐĞŶƚƌĂůĂŶŐůĞŽĨϴϱΣϰϴΖϱϴΗĂŶĚĂĐŚŽƌĚďĞĂƌŝŶŐŽĨ^ŽƵƚŚ
ϰϳΣϬϭΖϱϱΗtĞƐƚ͖ƚŚĞŶĐĞ^ŽƵƚŚǁĞƐƚĞƌůLJĂůŽŶŐƚŚĞĂƌĐŽĨƐĂŝĚĐƵƌǀĞĂĚŝƐƚĂŶĐĞ
ŽĨϲϳ͘ϰϬĨĞĞƚƚŚĞƉŽŝŶƚŽĨƚĂŶŐĞŶĐLJ͖ƚŚĞŶĐĞ^ŽƵƚŚϴϵΣϱϲΖϮϰΗtĞƐƚ͕ϲϬϰ͘ϴϴ
ĨĞĞƚ͖ƚŚĞŶĐĞ^ŽƵƚŚϬϬΣϬϯΖϯϲΗ ĂƐƚ͕ϲϬ͘ϬϬĨĞĞƚ͖ƚŚĞŶĐĞ^ŽƵƚŚϴϵΣϱϲΖϮϰΗtĞƐƚ͕
ϰϴϰ͘ϮϱĨĞĞƚ͖ƚŚĞŶĐĞ^ŽƵƚŚϴϴΣϰϲΖϭϱΗtĞƐƚ͕Ϯϯ͘ϰϮĨĞĞƚƚŽƚŚĞƉŽŝŶƚŽĨ
beginning.
containing 17.635 acres more or less.
Note: Legal Description may be changed with platting.
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• 1
1111 NMI
AND VERTICAL CONSTRUCTION, SHALL
INCORPORATE WATERSENSETM
PLUMBING
FIXTURES
AND ENERGY
STAR® APPLIANCES
AS
REQUIRED BY CHAPTER
175
OF THE
CITY
OF
OCOEE'S
CODE OF ORDINANCES.
DEVELOPER/ CONTRACTOR SHALL
COORDINATE WITH UTILITIES
DEPARTMENT FOR
WATER CONSERVATION
INSPECTION OF
PLUMBING AND IRRIGATION SYSTEM BY
CALLING
407-905-3159.
VALVE 5GHEULE
NUMBER SIZE
TYPE
PSI
PSI Cam? POO
GPM
PRECIP
A -I
211
Turf Spray
35.78
45.6a
66.50
1.22 in/h
A-2
211
Turf Spray
40.35
46.a3
65.54
1.56 in/h
A-3
1-1/2"
Area for Dripline
62.05
64.25
37.67
1.52 in/h
A-4
1-1/2"
Turf Rotor
53.75
58.04
46.35
0.56 in/h
A-5
1-1/2"
Area for Dripline
63.201
(66.50
41.30
1.52 in/h
A-6
211
Turf Spray
40.01
45.61
663cl
1.26 in/h
A-7
211
Turf Rotor
56.06
bl.a7
52.53
0.211 in/h
A-5
1-1/2"
Bubbler
Ba.78
42.45
34.00
15.32 in/h
A -a
211
Turf Spray
35.65
4a.3a
66.60
1.31 in/h
A-10
211
Turf Spray
40.57
50.36
63.55
1.65 in/h
A -II
1-1/2"
Area for Dripline
64.201
65.03
38.11
1.52 in/h
A-12
1-1/2"
Area for Dripline
65.74
(oa.a3
40.75
1.52 in/h
A-13
1-1/2"
Turf Rotor
53.12
37.55
0.55 in/h
A-14
211
Turf Spray
35.53
44.c10
67.76
1.25 in/h
A-15
1-1/2"
Area for Dripline
5a.31
61.16
35.20
1.52 in/h
A-I6
I"
Bubbler
38.53
3a.33
14.50
15.32 in/h
A-17
211
Turf Spray
Ba.46
44.57
68.56
1.23 in/h
A -IS
1-1/2"
Area for Dripline
54.52
55.51
27.75
1.52 in/h
A -la
1-1/2"
Area for Dripline
65.30
67.05
43.44
1.52 in/h
A-20
211
Turf Spray
3a.76
43.42
64.54
I.Icf in/h
A-21
211
Turf Rotor
52.50
54.20
44.40
0.54 in/h
A-22
211
Turf Spray
37.72
53.74
1.15 in/h
A-23
1-1/2"
Area for Dripline
60.71
(02.60
37.65
1.52 in/h
A-24
211
Turf Spray
41.15
43.54
44.12
1.05 in/h
A-25
1-1/2"
Area for Dripline
&O.a4
62.50
37.5a
1.52 in/h
A-26
211
Turf Rotor
53.04
411.35
0.70 in/h
5-1
211
Turf Spray
38.51
67.57
1.20 in/h
5-2
1-1/2"
Area for Dripline
5a.60
(o2.67
35.1a
1.52 in/h
5-3
211
Turf Spray
41.16
4a.10
61.55
1.14 in/h
5-4
1-1/2"
Turf Rotor
52.64
44.02
0.75 in/h
5-5
1-1/2"
Area for Dripline
66.15
70.20
41.10
1.52 in/h
5-6
211
Turf Spray
37.14
46.2a
64.57
1.13 in/h
5-7
211
Turf Rotor
53.15
(03.77
72.2q
0.55 in/h
B-S
211
Turf Rotor
53.55
63.14
74.73
0.64 in/h
B-a
211
Turf Spray
3a.25
46.84
64.15
1.37 in/h
8-10
211
Turf Spray
40.31
46.25
56.75
1.22 in/h
8-11
1-1/2"
Area for Dripline
63.53
66.57
341.21
1.52 in/h
8-12
211
Turf Spray
40.c14
45.27
65.30
1.12 in/h
8-13
1-1/2"
Area for Dripline
55.25
60.41
34.56
1.52 in/h
8-14
211
Turf Rotor
56.74
41-1.26
0.53 in/h
8-15
211
Turf Rotor
54.53
55.64
41-1.47
0.73 in/h
8-16
111
Bubbler
34.g3
5.00
15.32 in/h
8-17
1-1/2"
Area for Dripline
63.75
66.04
37.114
1.52 in/h
8-15
1-1/2"
Area for Dripline
63.71
(06.06
35.54
1.52 in/h
B-ICI
211
Turf Spray
40.77
46.47
62.52
1.15 in/h
8-20
211
Turf Rotor
56.25
52.51
0.63 in/h
8-21
211
Turf Spray
3a.,Z12
46.13
65.03
1.24 in/h
8-22
1-1/2"
Area for Dripline
65.67
65.33
43.63
1.52 in/h
5-23
1-1/2"
Area for Dripline
63.54
66.34
42.26
1.52 in/h
5-24
211
Turf Spray
3a.4q
72.16
1.31 in/h
5-25
211
Turf Spray
3a.67
43.32
54.53
1.57 in/h
SYSTEM DESIGNED FOR NORMAL OPERATION
AT 75 GPM. CONTROLLERS ARE
TO BE OPERATED
ON OPPOSING DAYS. DO NOT DOUBLE ZONES
37 7 A-3
I
i
PROPOSED LOCATION OF-, T
.AA
LWALL-MOUNT
COOL WITH RNN
SWITCH. COORDINATE
POWER AND FINAL
0
LOCATION WITH OWNERS
N ERS
REPRESENTATIVE
1
1
1
1
49.4 A-26
2°
PROPERTY
LINE
-20 A-19 43.4
2" y"
37130 Oak Lane Umatilla, FL 32784
(352) 434-5015
www.insightirrigation.com
B-5 41.1 Yr-E� REPRESENTATIVE
WITH S
IV OWNERS
p.
B-1 679 B-2 352 1Y"
B-3 61.9
Q
2W^ - 1w lJ FJ- - - - - - - - --- lyl -1w p
2VC --2"
y
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r - 2WI 21M ,� �
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r SLEEVE
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ty -2" iw - _ - - / / O
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Y SLEEVE
I I 21T Y
FOUNTAIN WEST BOULEVARD
(PROPOSED ROADWAY)
I0:1411111111»:14r'm01a1N
RIGHT OF WAY LINE
21�
I
1
i A-14 678
I
A-135.2
' y,.
J
W
z
O
U)
w
PROPERTY
MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue " Suite 200
Winter Park, Florida " 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 INCH = 20 FEET
LEGEND:
KEY MAP:
I
I
NO. DATE R E V I S 1 0 N S DES. DWIL
PROJECT NAME:
ARBOURS AT CROWN POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
DRAWING TITLE:
MASTER IRRIGATION PLAN
CERTIFICATES OF
AUTHORIZATION:
EB7318 LB6680 LC0337
JAS)
JAS
DES.
DWN.
CHI.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
IR-1
APPROVED- XX, RLA
FLA. REGISTRATION NO. XX DATF,
rod
-jmmm6- mmb� � � m � m w =�_ _.Aw � w � w -m
LF1W VFILUME IRRIGATIFIN AREAS (TYP,)
5.75 ACRES TURF
TOTAL
2 ACRES BAHIA
.95 ACRES DRIP
OW VOLUME
THIS PROJECT, INCLUDING BOTH HORIZONTAL
AND VERTICAL CONSTRUCTION, SHALL
INCORPORATE WATERSENSETM PLUMBING
FIXTURES AND ENERGY STAR® APPLIANCES AS
REQUIRED BY CHAPTER 175 OF THE CITY OF
OCOEE'S CODE OF ORDINANCES.
DEVELOPER/ CONTRACTOR SHALL
COORDINATE WITH UTILITIES DEPARTMENT FOR
WATER CONSERVATION INSPECTION OF
PLUMBING AND IRRIGATION SYSTEM BY
CALLING 407-905-3159.
BEFORE YOU
www.calisunshine.com
Lj
MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
C IN FEET )
1 INCH = 20 FEET
LEGEND:
...............
KEY MAP:
N0, DAIS R E V I S 1 0 N
S DES. DWN.
' .......................................
PROJECT NAME:
i
.uuuuuuuuuuuuuuuuu
ARBOURS AT CROWN
POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
.
DRAWING TITLE: .................. .................
IRRIGATED AREAS
.................. ..................
�
�����.....
........... ...................................
CERTIFICATESOF
AUTHORIZATION:
EB7318 LB6680 LC0337
JAS)
JAS
DES.
D*L
CHI.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
XX, RLA
IR-2
APPROVED-
FLA. REGISTRATION NO. XX DATF.
/
rod
0 I
_ 1„ 3" SLEEVE
2" SLEEVE \
53.7 A 222
—3/4"I 2"
37.7 A-23
\_Ixv
— 3/4'
4 9. 4 A-26
07
PROPERTY -'
LINE 2
1 Ya"
37.6 A-25
2"
1 %2„ _
3" SLEEVE
I
2" SLEEVE
Jl_�
I'
ZLL" � 4>, SLEEVE _
_ — --- 2'SLEEVE
—
_ = — — — --
311
i
- ROPOSED 2"
RECLAIMED WATER METER
(BY OTHERS)
LOCATE AT RIGHT OF WAY
d-1�,. r�
11_
A--
111 ITI I IllIII]III'll
I�I
I�6" SLEEVE
2" SLEEVE
III
III -
lii
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00
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W.
-13
2" _13
—��•— —
I
I
I
I
1 I
/A-21\44.4 64.8 A 220 A-19 43.4
J
2„ 2„ 1 Y2"
----------------------------------------------------------------------------------------------------------------------------------------------------------- FQU-NT-411� W-SST-B0-U Y.ARD----------------------------------------- '--------
(PROPOSED ROADWAY)
NON —VEHICULAR SLEEVING SCHEDULE SLEEVING NOTES:
PIPE SIZE
SLEEVING PIPE SIZE
1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE
PLANS.
3/4"
2"
2. NON —VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED.
3. SIZE ALL NON —VEHICULAR SLEEVES ACCORDING TO THE
1 "
2"
ABOVE CHART.
4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT
1 —1 /4"
3"
SLEEVE FOR CONTROL WIRE.
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP
1 —1 /2"
3"
SLEEVE CLEAN AND CLEAR.
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE
2"
4"
GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE.
3"
6"
7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF
COVERAGE OVER ALL SLEEVES.
4"
8"
6"
12"
SLEEVE LABEL:
12"/6"/2" SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND
8"
16"
ONE 2" SLEEVE.
f�I�I■I�I��r��i�I
RIGHT OF WAY LINE
MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT
OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT
FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND
D ETA LS.
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF
OCOEE'S CODE OF ORDINANCES.
DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF
PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159.
g �
37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
BEFORE '�OU DIG
www.calisunshine.com
MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue - Suite 200
Winter Park, Florida - 32789-7122
407-629-8880 - Fax: 407-629-7883
www.millerlegg.com
,
GRAPHIC SCALE
0 10 20 40
C IN FEET )
1 INCH = 20 FEET
LEGEND:
...............
KEY MAP:
N0, DAIS R E V I S 1 0 N
S DES. DWN.
PROJECT NAME:
ARBOURS AT CROWN
POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
.
DRAWING TITLE: .................. .................
IRRIGATION PLAN
.................. ..................
........... ������.....
CERTIFICATESOF
AUTHORIZATION:
EB7318 LB6680 LC0337
MDS
I JAS
AS
DES.
D*L
CHK.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
XX, RLA
IR-3
APPROVED-
FLA. REGISTRATION NO. XX DATF.
/
Ap—
r I 1 1,
ADD <�`LIDDT NII-1 TD—A DI —ID f—I—INITTNII 1ATTI—INI
J❑GGING
PATH/PEDESTRIAN
WALKWAY
3" SLEEVE
1�/a 72.2
4' SLEEVE
2„
1�1
11
1'1
1'I
11
(1
Ig6" SLEEVE
2" SLEEVE
1
1"
1 %2'
,
I
f\
1---i
� -" - , --- I 174 — — —
0 TI "��' �"
" i
2'
SEE SHEET NO,
IR-2 FOR CONTINUATION - _ -
NON —VEHICULAR
SLEEVING SCHEDULE
SLEEVING NOTES:
MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB,
FRONT
OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT
PIPE SIZE
SLEEVING PIPE SIZE
1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE
PLANS.
FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS
AND
3/4"
2"
2. NON —VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED.
DETAILS.
3. SIZE ALL NON —VEHICULAR SLEEVES ACCORDING TO THE
1"
2"
ABOVE CHART.
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
1-1/4"
3"
4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT
SLEEVE FOR CONTROL WIRE.
WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR®APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY
OF
1-1/2"
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP
OCOEE'S CODE OF ORDINANCES.
3"
SLEEVE CLEAN AND CLEAR.
2"
4"
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE
DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION
OF
GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE.
PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159.
3"
6"
7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF
4"
8"
COVERAGE OVER ALL SLEEVES.
6"
12"
SLEEVE LABEL:
12"/6"/2" SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND
8"
16"
ONE 2" SLEEVE.
37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
BEFORE �OU DIG
www.calisunshine.com
MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
C IN FEET )
1 INCH = 20 FEET
LEGEND:
...............
KEY MAP:
N0, DAIS R E V I S 1 0 N
S DES. DWN.
PROJECT NAME:
ARBOURS AT CROWN
POINT PIID
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
.
DRAWING TITLE: .................. .................
IRRIGATION PLAN
.................. ..................
........... ������.....
CERTIFICATESOF
AUTHORIZATION:
EB7318 LB6680 LC0337
PAS) JAS
DES. DWN. I CHK.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
XX, RLA
IR-4
APPROVED-
FLA. REGISTRATION NO. XX DATF.
/
Ap—
JOGGING
P A T H / ----
PEDESTRIAN
WALKWAY
PROPERTY
LINE
Jt n -- Q-L-
�IIIIIIIII
PROPERTY LINE
IIIF,F,TNIF, POTW /PFT1FCTPTANI \./Al 11\./DY
3E E 3I-1EE I IN", ir-\ —`t F "r-\ I-"1\4 1 1INVf-1 I i"1\4
7
7
7
7
°>
M1 LLE EGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
C IN FEET )
1 INCH = 20 FEET
LEGEND:
KEY MAP:
.I
N0. DAIS R E V I S 1 0 N S DES. DWN.
i
' ....................................... .uuuuuuuuuuuuuuuuu
PROJECT NAME:
ARBOURS AT CROWN POINT PIID
NON —VEHICULAR SLEEVING SCHEDULE SLEEVING NOTES: MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT
PIPE SIZE SLEEVING PIPE SIZE 1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT CITY OFOCOEE, FLORIDA
PLANS. FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND
3/4" 2" 2. NON —VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED. FOR: ARBOUR VALLEY DEVELOPMENT, LLC
3. SIZE ALL NON —VEHICULAR SLEEVES ACCORDING TO THE DETAILS.
1" 2" ABOVE CHART. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT PLAN SET:
1-1/4" 3" SLEEVE FOR CONTROL WIRE. WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR®APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF FINAL CONSTRUCTION PLANS-90°i°
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP OCOEE'S CODE OF ORDINANCES.
1— 1 /2" 3" SLEEVE CLEAN AND CLEAR.
,>
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF
24„
GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE. PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159. DRAWING TITLE:
3" 6"
7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF
4„ 8" COVERAGE OVER ALL SLEEVES. IRRIGATION PLAN
6„ 12» SLEEVE LABEL:
12"/6"/2" SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND CERTIFICATES OF
8" 16" ONE 2" SLEEVE. AUTHORIZATION:
E67318 L66680 LC0337
(0-1�(0-1�,'� ��V'�'\� J A S I J A S
LI LJ I LJ IJ 0 I � � o O LJ IJ .��M.k��@;[. Y S ".,`l 811 IDES. DNM. CHI.
BEFORE �OU DIG CJ CJ PROJECT NUMBER:
13-00203
37130 Oak Lane Umatilla, FL 32784
(352) 434-5015 DATE: 729 2014
www.insightirrigation.com www.calisunshine.com
SHEET:
APPROVED- XX, RLA IR-5
FLA. REGISTRATION NO. XX DATF.
r/A
B-1 67.9 B-2 35.2
2,I 1 %21,
PROPOSED LOCATION OF
CONTROLLER B
PROPERTY LINE LXM WALL —MOUNT
CONTROLLER WITH RAIN
SWITCH. COORDINATE
B-6 64.6 POWER AND FINAL
B-5 41.1 LOCATION WITH OWNERS
n2 REPRESENTATIVE
B /B-4\44.0-361.9
1 %2"
z 3 „
W
W �ni
-
Z -
LLI . 1
n
�' (j'-'-�IiI1I1I1I��IIIIIIII� �� �/
1
it i
r 21,2"
(PR POSED TRAIL)
—2YT --�
O -_ - -
1>, � I
2„ -
- 2" 11/4"
1,>
1" I 01"
2 1„
1„ 2Y '—
2" 1 i2" 1 r4' - - r=, _ 72.3 B-7 �_, � �
' 4/_.<- „
_ „ p I 1 %4
O'
O
)
39.3
_ 1 „r j r 3/4" 1"
2" SLEEVE J�
1„
65.3 B 12 -
� 0_.0 0 ' 6" SLEEVE
-w-----Y— `2" SLEEVE --
L 1„ 2 11/4„
f ` - 21V
1"
2„
/B--10\56.8
�-- a 2,I
SEE SHEET NO. IR-7 FOR CONTINUATION
NON —VEHICULAR SLEEVING SCHEDULE SLEEVING NOTES:
PIPE SIZE
SLEEVING PIPE SIZE
1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE
PLANS.
3/4"
2"
2. NON —VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED.
3. SIZE ALL NON —VEHICULAR SLEEVES ACCORDING TO THE
1"
2"
ABOVE CHART.
4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT
1-1 /4"
3"
SLEEVE FOR CONTROL WIRE.
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP
1-1 /2"
3"
SLEEVE CLEAN AND CLEAR.
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE
2"
4"
GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE.
3"
6"
7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF
COVERAGE OVER ALL SLEEVES.
4"
8"
6"
12"
SLEEVE LABEL:
12"/6"/2" SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND
8"
16"
ONE 2" SLEEVE.
MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT
OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT
FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND
DETAILS.
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR® APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF
OCOEE'S CODE OF ORDINANCES.
DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF
PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159.
g g
�(D 37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
,BEFORE
www.calisunshine.com
MILLER ��`Y'LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 INCH = 20 FEET
LEGEND:
KEY MAP:
N0. DAIS R E V I S 1 0 N S DES. DWN.
PROJECT NAME:
ARBOURS AT CROWN POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
DRAWING TITLE:
IRRIGATION PLAN
.................. ..................
�����.....
........... ...................................
CERTIFICATESOF�
AUTHORIZATION:
EB7318 LB6680 LC0337
JAS) JAS
DES. D*L CHI.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
I 6
APPROVED- XX, RLA
FLA. REGISTRATION NO. XX DATF.
/
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SEE SHEET NO, IR-6 FOR CONTINUATION
3/4„
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MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
GRAPHIC SCALE
0 10 20 40
C IN FEET )
1 INCH = 20 FEET
/LEGEND:
PR❑PERTY LINE
GATE (BY OTHERS)
/ KEY MAP:
2" SLEEVE '
---------------------
----------------------
SEE SHEET NO. IR-8 FOR CONTINUATION
NON —VEHICULAR SLEEVING SCHEDULE SLEEVING NOTES: MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OE CURB, FRONT
PIPE SIZE SLEEVING PIPE SIZE 1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT
PLANS. FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND
R SLEEVES AE SHOWN BUT NOT
r ► fl I I I I I I I I 3/4 2 3. SIZE ALL INONA VEHICULAR SLEEVES ACCORDING TOZTHE D ETAI LS .
(� 1" 2" ABOVE CHART. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
4. MAINLINE CROSSINGS { f 1-1 4" 3" SLEEVE EVE FOR CONTROL WIRE. TM
ALSO INCLUDE A 2" CONDUIT WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR®APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF
�C
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP OCOEE'S CODE OF ORDINANCES.
1-1 /2" 3" SLEEVE CLEAN AND CLEAR.
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF
2" 4" GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
3" 6" STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE. PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159.
7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF
4" 8" COVERAGE OVER ALL SLEEVES.
f� n 6>, 12„ SLEEVE LABEL:
I I l 11111 i 12"/6"/2" SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND
8" 16" ONE 2" SLEEVE.
1
37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
,BEFORE
www.calisunshine.com
NO. DALE R E V I S 1 0 N
S DES. DWN.
'PROJECT NAME: ....�
�����������������
ARBOURS AT CROWN
POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
/ PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
/ DRAWING TITLE: ....�
IRRIGATION PLAN
\
.....
CERTIFICATES OF /
AUTHORIZATION:
EB7318 LB6680 LC0337
PAS) JAS
DES. DWN. I CHK.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
XX, RLA
IR-7
APPROVED-
/ FLA. REGISTRATION NO. XX DATF.
/
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A�k An,-4r* MILLER LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
���� ;/ 1RR10AT10N_5C.,HEDULE Winter Park, Florida • 32789-7122
% 407-629-8880 • Fax: 407-629-7883
,' SYMBOL MANUFACTURER/MODEL/DESCRIPTION aTY P51 DETAIL www.millerlegg.com
3" SLEEVE ' ( A A A& A A Rain Bird 1506-5AM-PR5-NP 15 Strip Series Sa 30 OI/ID-I °°
EST LCS RCS cST SST Turf Spray 6.0" Pop -Up Sprinkler with Go -Molded
Wiper Seal. 1/2" NPT Female Threaded Inlet.
i With Seal-A-Matic Check Valve, Pressure /E
Regulating, and Non Potable Purple Gap.
Rain Bird I5O6-SAM-PR5-NP 5 Series MPR 125 30 OI/ID-1
Q T H F
Turf
s Seal.ray 6. /2' NPop-Up
TUFinSprinkler
leInlet kThreaded Co -Molded
Wi
j Wihe
Seal-A-Motic Check Valve Pressure
t Regulating, and Non Potable Purple Gap.
GRAPHIC SCALE
0 10 20 40
2Y2 ;�I Rain Bird 18O6-5AM-PR5-NP 10 Series MPR 106 30 OI/ID-1
Q T H F Turf Spray 6.0" Pop -Up Sprinkler with Go -Molded
Wiper Seal. 1/2 NPT Female Threaded Inlet. < IN FEET )
With Seal-A-Matic Check Valve, Pressure 1 INCH = 20 FEET
Regulating, and Non Potable Purple Gap.
Rain Bird 18O6-5AM-PR5-NP 12 Series MPR 332 30 OI/ID-1 'LEGEND:
Q T H TQ F Turf Spray 6.0" Pop -Up Sprinkler with Go -Molded
O A-14 67.8 Wiper Seal. 1/2" NPT Female Threaded Inlet.
' ' ! 1Y2' ' 2" With Seal-A-Matic Check Valve, Pressure
I ,
Regulating, and Non Potable Purple Gap.
<I - 2YT '
®'6, Rain Bird I5O-5AM-PR5-NP 15 Series MPR 3ci6 30 OI/ID-1
F—iA-15 35.2 ; Q T H TQ F 6
Turf Spray 6.0" Pop -Up Sprinkler with Go -Molded
Wiper Seal. 1/2" NPT Female Threaded Inlet.
With Seal-A-Matic Check Valve, Pressure
O
Regulating, and Non Potable Purple Gap.
I i o. ' +0-
®
. 1 ® Rain Bird I500-1400 Flood 155 50 03/I1;)-1
4 , , +01 +0 +
O ; ; Fixed flow rate (0.25-2.06PM), full circle
bubbler, 1/2" FIPT.
M
1 - -- - -^�--61 Rain Bird R-1515 RD-006-5AM-1145-NP 5 45 0I/0-1
H 1
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY GPM DETAIL
I , ,
„ '_
Rain Bird 5006-PGpFGp-NP 5 1.54 02AD-I
_ I Turf Rotor, 6.0 Po U Plastic Riser.
Adjustable and Full Circle. Standard Angle
i-'-11 YZ i- Nozzle. With Non -Potable Purple Cover.
1,> �1 Y2" I 1 Y2" ---_ _ ; ,'' Rain Bird 5006-PC, FC-NP 24 2.0-I 02/0-1
13 Turf Rotor, 6.0" Pop -Up, Plastic Riser.
Adjustable and Full Circle. Standard Angle
Nozzle. With Non -Potable Purple Cover.
/ ; / Rain Bird 5006-PC, FC-NP 5 2.51 02/0-1 \KEY MAP:
Turf Rotor, 6.0" Pop -Up, Plastic Riser.
O Adjustable and Full Circle. Standard Angle
Nozzle. With Non -Potable Purple Cover.
n-127. A-17 68.9 A-16 14.5Rain Bird 5006-PC, FG-NP 121 3.Oq 02/D-1
2" 1„ PROPERTY LIN- ' Turf Rotor, 6.0" Pop -Up Plastic Riser.
''' Adjustable and Full Circle. Standard Angle
---------------------------------------------------------------------------------------------------------------------------------------------------------- -
Nozzle. With Non -Potable Purple Cover.
FOUNTAIN WEST BOULEVARD � Rain Bird 5006-PG, FG-NP 20 6.01 o2/ID-1
Turf Rotor, 6.0" Pop -Up, Plastic Riser.
(PROPOSED ROADWAY) o 0 Adjustable and Full Circle. Standard Angle
Nozzle. With Non -Potable Purple Cover.
SYMBOL MANUFACTURER/MODEL/DESGRI PTI ON QTY DETAIL
Rain Bird XCZ-150-PRB-COM 17 ObAD-1
n High Flow Control Zone Kit, for Large Commercial
® Drip Zones. 1-1/2" PESB Valve with two I"
Pressure Regulating (4Op5i) Quick -Check Basket
MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT Filters. Flow range: 15-409pm.
OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT Area to Receive Dripline
Netafim TLDL-cf-12 (12) 41,16Q s.f. 0-7/0-1
FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND Techline Pressure Compensating Landscape
DETAILS. Dripline. O.QGPH emitters at 12.0" O.G. Dripline
laterals spaced at 12.0" apart, with emitters
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE offset for triangular pattern. Surface and Sub ,
WATERSENSETM PLUMBING FIXTURES AND ENERGY STAR®APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF Surface Installations. UV Resistant. �NO. DAIE R E V I S I 0 N S DM oWN.
OCOEE'S CODE OF ORDINANCES. �
DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF SYMBOL MANUFACTURER/MODEL/DESCRIPTION G2TY DETAIL
PLUMBING AND IRRIGATION SYSTEM BY CALLING 407-905-3159. 54 04/ID-1
1" 1-1/2" 2" Plastic Industrial Valves. Low Flow
Operating Capability, Globe Configuration. With '
Purple Handle for Non -Potable Water Use.
Nibco T-I15 e-1 05/0-I
Glass 125 bronze gate shut off valve with wheel PROJECT NAME:
handle, some
siZ cis
Rangele pipe di meter at ARBOURS AT CROWN POINT PUD
NON -VEHICULAR SLEEVING SCHEDULE SLEEVING NOTES:
PIPE SIZE SLEEVING PIPE SIZE 1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE Rain Bird ESP5LXME with (6) E5PLXM5M4 2 O(OAD-1
PLANS. ❑A El32 Station Commercial Controller. Mounted on a CITY OF OCOEE, FLORIDA
3/4" 2" 2. NON -VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED. Plastic Wall Mount.
3. SIZE ALL NON -VEHICULAR SLEEVES ACCORDING TO THE FOR: ARBOUR VALLEY DEVELOPMENT, LLC
n fi I I I I I I I I 1" 2" ABOVE CHART. Rain Bird RSD-BEx 2
4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT Rain Sensor, with metal latching bracket,
1-1 /4" 3" SLEEVE FOR CONTROL WIRE. extension wire. 'PLAN SET:
5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP FINAL CONSTRUCTION PLANS - 90%
1-1 /2 3 SLEEVE CLEAN AND CLEAR. I� Water Meter 2" I
6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE
2" 4" GROUND AND PAINT FLUORESCENT ORANGE. LABEL EACH
Irrigation Lateral Line: PVC Glass 200 5DR 21 28,�27 I.f. � '
STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE. ....................................
3" 6" 7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF PVC Glass 200 irrigation pipe. Only lateral 'DRAWING TITLE:
COVERAGE OVER ALL SLEEVES. transition pipe sizes I" and above are indicated
4" 8" on the plan, with all others being 3/4" in size. IRRIGATION PLAN
6" 12" SLEEVE LABEL: PVC Schedule 40 irrigation pipe. CERTIFICATES
(` SLEEVE
SLEEVES MEANS TO INSTALL ONE 12", ONE 6" AND _ — — — — — — Irrigation Mainline: PVC Schedule 40 4346 I.f. OF "
(l"-fI111iIiIi� ��I�I�IIJ��—� 8" 16" ONE 2 SLEEVE. AUTHORIZATION:
n \ _ _ _ _ _ _ _ _ _ _ I EB7318 LB6680 LC0337
Pipe Sleeve: PVC Schedule 40 1,-T54 I.f.
�AS JAS
O O O O
h
�t!'�DES. I DWN. CHK.
R LJ LJ O 0 5 O O I LI .. PROJECT NUMBER:
eI ALWAYS
® 13-00203
(� 37130 Oak Lane Umatilla, FL 32784 # # ` FI<w DATE: 729 2014
(352) 434-5015 / /
#" s r =r
www.insightirrigation.com SHEET:
KEYMAPwww.calisunshine.com APPROVED- XX, RLA IR-8
FLA. REGISTRATION NO. XX DATF. /
TURF POP UP HEAD.
_z 1/2-- MARLEX STREET ELL.
BARB ELL X MIPT.
1/2" MARLEX
STREET ELL.
- PVC TEE (SXSXT)
OR ELL.
LATERAL LINE.
4"
TO CURB OR
0
WALK. of
1/2" POLYETHYLENE FLEXIBLE
TUBING, LENGTH AS REQUIRED.
01 TURF SPRAY FLEX ASSEMBLY
3" = 1 -0„
2" MINIMUM, 4" MAXIMUM
BELOW TOP OF BOX.
1OX15 RECTANGULAR VALVE BOX.
REMOTE CONTROL VALVE, ONE PER BOX. -\\\
PLASTIC I.D. TAG AT EACH VALVE.
WATER PROOF WIRE CONNECTORS
ON 30" LOOPED WIRES.
w OUTLET PIPE SAME SIZE
AS VALVE, 24" MIN.
0 TO FIRST FITTING.
0 45 DOWN AS
mREQ. TO \
LATERAL
N PIPE Ax
DEPTH. IX 1
I
INCREASE LATERAL
LINE AS PER
IRRIGATION PLAN.
TWO 6X2X16 CONCRETE BLOCK
CAPS, ONE ON EACH SIDE
OF THE BOX.
SCHEDULE 80 RISER.
MAIN LINE.
N
6"
CLEAR TO FENCE OR
HARDSCAPE, WHERE
APPLICABLE.
FINISHED GRADE.
f
TURF ROTOR POP UP.
MARLEX STREET ELLS,
INLET SIZE DIAMETER.
OOD
SCHEDULE 80 PVC
NIPPLE AS REQUIRED,
SET AT 45 DEGREE ANGLE.
02 TURN ROTOR MARLEX ASSEMBLY
32 8403.13-02 3" = 1 -0"
2" ABOVE FINISH
GRADE AT SHRUBS.
3/4" ABOVE FINISH
GRADE AT LAWN.
CLR
I
1/2" WIRE CLOTH
GOPHER SCREEN,
WRAP UP SIDES.
04 ELECTRIC REMOTE CONTROL VALVE
1 1/2" = 1'-0"
PVC SLIP -THREAD ADAPTER.
\ BUBBLER NOZZLE AS SPECIFIED.
3" ABOVE GRADE.
WATER WELL AS PER
PLANTING DETAIL.
FINISHED GRADE.
w
ROOT BALL
a
m
1 /2" IPS FLEX HOSE WITH 0
PVC FLEX GLUE AND PRIMER. o
LENGTH AS REQUIRED.
PCV LATERAL LINE. m
PVC SLIP -THREAD N
ADAPTER.
36"f
03 BUBBLER ON FLEX HOSE RISER
32 8403.16-01 3" = 1 -0"
10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS.
BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN.
FINISH GRADE. �� �a IF-F----iIL'
� If
IIEll IIIIIIII� 1Ell 11E]lII
ry
=1�1-
-II /
m FOUR COMMON
BRICK SUPPORTS.
10" DIA. PVC PIPE
EXTENSION, LENGTH
AS REQUIRED.
I �IH 8
ISOLATION VALVE AS L PVC MAIN LINE.
SPECIFIED.
SLIP/THREAD COUPLING.
6" SCHEDULE 80 THREADED
NIPPLE.
05 BRASS ISOLATION VALVE
32 8406.13-03 1 1 /2" = 1 '-0"
SET CONTROLLER 60" ABOVE
FINISHED GRADE UNLESS
OTHERWISE NOTED.
CONTROLLER AS SPECIFIED.
SECURELY BOLT CONTROLLER
TO WALL. INSTALL BACKUP
BATTERIES AS REQUIRED.
GROUND AS PER MFG.
SPECIFICATIONS.
1/2" DIAMETER RIGID
STEEL CONDUIT FOR
110 VAC ELECTRICAL
SOURCE. INSTALL AS
PER LOCAL ELECTRICAL
CODES.
L_1 J
FINISHED GRADE.
I II II
0_o LONG SWEEP ELL.
C =
OC WALL MOUNT CONTROLLER
32 8406.33-01 1" = 1'-0"
PVC MAINLINE. "-C TYPICAL OFFSET 2" FROM TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TYPICAL VALVE, FILTER, TYPICAL LATERAL HARDSCAPE, 4' FROM -�
PRESSURE REGULATOR. PIPE FROM VALVE PLANTED AREA. DRIPPER SPACING 12" 18" 24"
TYPICAL OFFSET ASSEMBLY, SIZE DRIPPER FLOW
2" FROM
PER PLANS. RATE (GPH) 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9
_ 1111117-1
HARDSCAPE, 4" / (� w
FROM PLANTED /'' of 15 127 109 86 65 177 151 120 91 152 116
AREA. POLYETHYLENE OR PVC rn
SUPPLY HEADER, SIZE AS w 1 25 427 325 256 194 604 459 361 274 458 348
17111
PER HEADER SIZING CHART. m 35 539 409 322 244 763 579 456 346 580 440
w
Z z _ I 45 618 469 369 280 877 664 523 397 666 506
0
DRIPLINE SPACING AS
NOTED. 0 ry TECHLINE FLOW PER 100 FEET
.. Q
- = TYPICAL TECHLINE TUBING = v DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER
LATERALS WITH EMITTER J � SPACING GPH GPM GPH GPM GPH GPM GPH GPM
SPACING AS NOTED.
0 fl� STAPLE (TLS6) AT ALL < „
_ z TEES, ELLS, AND AT 5' 12 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53
0 O.C. AT CLAY, 4' O.C. AT x 18" 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02
Z L,.J LOAM, OR 3' O.C. AT g
U) SAND.
24" N/A N/A N/A N/A 31.00 0.51 46.00 0.77
� � - MANUAL LINE FLUSHING
Q VALVE PLUMBED TO SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS)
g EXHAUST HEADER, AS FAR
FROM THE SUPPLY STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER.
HEADER AS POSSIBLE. STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100.
STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE
CHART "TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES
F FLUSHING VALVE AT F THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER.
EACH EXHAUST END. STEP 4: SIZE THE HEADER WITH THE FOLLOWING:
END FEED EXAMPLE CENTER FEED EXAMPLE 1 TO 6 GPM: 3/4' HEADER. 6 TO 10 GPM: 1" HEADER.
10 TO 20 GPM: 1 1 /4' HEADER. 20 TO 30 GPM: 1 1 /2" HEADER.
07 TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
N.T.S.
32 8403.53-01
1 1/2" DIAMETER RIGID
STEEL CONDUIT FOR
RCV WIRES.
USE PVC SCH. 40
BELOW GRADE.
TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME
TURF
SHRUB
& GROUND
COVER
CLAY
LOAM
SANDY
CLAY
LOAM
SANDY
DIPPER FLOW (GPH)
0.26
0.4
0.6
0.26
0.4
0.6
DRIPPER INTERVAL
18"
12"
12"
18"
18"
12"
LATERAL (ROW) SPACING
18"-22"
18"-22"
12"-16"
18"-24"
18"-24"
16"-20"
APPLICATION RATE (IN/HR)
.19-0.15
.43-.35
.96-.72
.19-.21
.29-.21
.72-.58
20"X14' JUMBO
PLASTIC VALVE BOX.
PVC TRUE UNION
BALL VALVE.
2" ABOVE GRADE AT
SHRUBS.
SET BOX FLUSH
AT TURF. /
Ih
ow 0 @)CM
37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
CONTROLLER WIRE WITH 30 INCH LINEAR
LENGTH OF COIL, WITH PLASTIC I.D. TAG
AND WATERPROOF CONNECTORS.
RCV AS SPECIFIED.
/- FILTER AS SPECIFIED.
/ - PRESSURE REGULATOR AS
SPECIFIED.
PVC UNION W/ SHORT
NIPPLES.
-�-SCH. 80 RISER. OUTLET PIPE SAME SIZE
AS VALVE, 24' MIN.
LENGTH TO FIRST FITTING.
ET � d 45° DOWN AS REQ. TO
SxT TEE W/ 2" LATERAL PIPE DEPTH.
NIPPLE AT MAINLINE. TWO 6X2X16 CONCRETE BLOCK CAPS,
Y2$ WIRE CLOTH GOPHER ONE ON EACH SIDE OF THE BOX.
SCREEN, WRAP UP SIDES.
08 1" DRIP VALVE/FILTER/REGULATOR
32 8409.13-01 1 1/2" = 1 '-0"
TIME TO APPLY 1/4" 79-100 35-43 16-21 79-107 52-71 21-26 I RRE4G
WATER SOURCE:
DRIP VALVE OR
LATERAL FROM
VALVE.
- F
-� TYPICAL
SUPPLY PIPE.
TYPICAL TECHLINE
DRIPPER LINE _
TUBING.
TYPICAL PVC OR
POLY SUPPLY OR
EXHAUST HEADER.
MANUAL LINE
Y FLUSHING VALVE
PLUMBED TO
PVC OR POLY ISLAND
HEADER. LAYOUT
0
IRREGULAR
ODD CURVES
SUPPLY
HEADER
r
EXHAUST '
HEADER
T
CHECK LONGEST
LENGTH OF THESE LATERALS LATERAL AGAINST
AND COMPARE TO THE CHART FOR MAX.
CHART FOR MAX. LENGTH LENGTH OF SINGLE
OF SINGLE LATERAL. LATERAL
BRANCHING OUT JOINING LATERALS
LATERALS
32 8413.76-23
pL TYPICAL START CONNECTION
ON EXHAUST HEADER.
TOTAL LENGTH OF TECHLINE TUBING
IN THIS AREA CAN NOT EXCEED THE
MAX. LENGTH OF RUN.
TYPICAL START CONNECTION ON
/ SUPPLY HEADER.
SEE
SUB -HEADER
DETAIL.
F
TYPICAL TECHLINE START
CONNECTION.
PARKING ISLAND TYPICAL LAYOUT
MANUAL LINE FLUSHING VALVE.
TOP OF SLOPE. TECHLINE CV LATERAL TUBING.
PVC SUPPLY LATERALS PARALLEL TO THE
HEADER. CONTOURS OF THE SLOPE.
PVC EXHAUST HEADER.
TOE OF
54' MAXIMUM ELEV. SLOPE.
CHANGE WITHOUT CHECK TOP 2/3 OF
VALVE. IF GREATER,
INSTALL INLINE CHECK SLOPE:
VALVES EVERY 54' IN CONVENTIONAL
ELEV. CHANGE. SPACING.
BOTTOM 1 /3 OF SLOPE:
II CONVENTIONAL SPACING
PLUS 25%.
SLOPE FEED LAYOUT REMOTE CONTROL
VALVE ASSEMBLY.
32 8413.56-04
MILLER ��`Y'LEGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
LEGEND:
KEY MAP:
NO. DAIS R E V I S 1 0 N S DE& DWN.
PROJECT NAME:
ARB0URS AT CROWN POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
DRAWING TITLE:
IRRIGATION DETAILS
CERTIFICATES OF
AUTHORIZATION:
EB7318 LB6680 LC0337
JAS) JAS
DES. D*L CHI.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
ID-1
APPROVED XX, RLA
FLA. REGISTRATION NO. XX DATF,
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IRRIGATION NOTES do SPECIFICATIONS
Irrigation design based on the MILLER LEGG Landscape Plan dated April 14, 2015.
Contractor shall refer to these plans to coordinate sprinkler and pipe locations.
The system has been designed for use with RECLAIMED WATER. All piping, valve boxes,
heads, etc. shall use factory PANTONE PURPLE markings.
The system has been designed to conform with the requirements of all applicable
codes, laws, ordinances, rules, regulations and conventions. Should any conflict exist,
the requirements of the codes shall prevail. It is the responsibility of the
owner/installation contractor to ensure the entire system is installed as designed.
Irrigation contractor responsible for obtaining all required permits according to federal,
state and local laws.
The scope of work is shown on the plans, notes and details. The Irrigation Contractor
shall be certified as a CERTIFIED IRRIGATION CONTRACTOR by the Irrigation
Association. The certification shall be current and in good standing.
THE WORK
The work specified in this section consists of furnishing all components necessary for
the installation, testing, and delivery of a complete, fully functional automatic
landscape irrigation system that complies with the irrigation plans, specifications,
notes, and details. This work shall include, but not be limited to, the providing of all
required material if applicable (pump(s), backflows, pipes, valves, fittings, controllers,
wire, primer, glue, etc.), layout, protection to the public, excavation, assembly,
installation, back filling, compacting, repair of road surfaces, controller and low
voltage feeds to valves, cleanup, maintenance, guarantee and as -built plans.
All irrigated areas shall provide 100% head -to -head coverage from a fully automatic
irrigation system with a rain (and freeze as appropriate) shut off device. If the rain
shut off device is a rain sensor, it shall be installed to prevent activation by
adjacent heads. Zones are prioritized first by public safety and then by hydraulic
concerns. This sequencing will be a mandatory punch list item.
These plans have been designed to satisfy/exceed the Florida Irrigation Society
Standards and Specifications for Turf and Landscape Irrigation Systems, fourth edition
All products should be installed per manufacturer's recommendation. Contractor shall
verify all underground utilities 72 hours prior to commencement of work.
It is the responsibility of the irrigation contractor to familiarize themselves with all
grade differences, location of walls, retaining walls, structures and utilities. Do not
willfully install the sprinkler system as shown on the drawings when it is obvious in
the field that unknown obstruction, grade differences or differences in the area
dimensions exist that might not have been considered in the engineering. Such
obstructions, or differences, should be brought to the attention of the owner's
authorized representative. In the event this notification is not performed, the
irrigation contractor shall assume full responsibility for any revisions necessary.
Irrigation contractor shall repair or replace all items damaged by their work. Irrigation
contractor shall coordinate their work with other contractors for the location and
installation of pipe sleeves and laterals through walls, under roadways and paving,
etc.
The contractor shall take immediate steps to repair, replace, or restore all services
to any utilities which are disrupted due to their operations. All costs involved in
disruption of service and repairs due to negligence on the part of the contractor
shall be their responsibility.
POINT OF CONNECTION (P.O.C.)
The P.O.C. is a new line size X 2" tap, maximum of 10' of 2" polyethylene service
line, a new 2" RECLAIMED meter (by others). The P.O.C. must be capable of delivering
a minimum of 75 GPM at 70 PSI downstream of the water meter.
Contractor to verify these minimum conditions can be met prior to ordering of
materials and the beginning of installation. If the conditions can not be met, the
contractor must notify the designer prior to proceeding with the work. If the
contractor does not do so, the contractor proceeds at their own risk and becomes
responsible for any future work required to make the system perform as required.
I1a02l„
Pipe locations shown on the plan are schematic and shall be adjusted in the field.
When laying out mainlines place a maximum of 18" away from either the back of
curb, front of walk, back of walk, or other hardscape to allow for ease in locating
and protection from physical damage. Install all lateral pipe near edges of pavement
or against buildings whenever possible to allow space for plant root balls. Always
install piping inside project property's boundary.
All pipes are to be placed in planting beds. If it is necessary to have piping under
hardscapes, such as roads, walks, and patios, the pipes must be sleeved using Class
200 PVC with the sleeve diameter being twice the size of the pipe it is carrying with
a minimum sleeve size of 2".
Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller
pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All
damaged and rejected pipe shall be removed from the site at the time of said
rejection.
Mainline shall be PANTONE PURPLE Sch 40 solvent -weld 2-1/2" PVC with Sch 40
PVC solvent -weld fittings.
Contractor to ensure all mainline piping is properly restrained using mechanical joint
fittings, restraining collars, threaded rods, thrust blocks, etc.., as and where required
Contractor shall refer to pipe manufacturers recommended installation practices for
further direction.
PVC pipe joint compound and primer: The PVC cement shall be Weld -On 711 (grey,
slow -drying, heavy duty) and the primer shall be Weld -On P70 (purple tinted,
compatible with cement), or approved equals.
ELECTRICAL POWER SUPPLY
Electrical supply for irrigation pumps, controllers, sensors, relays, cluster control units
(CCU) to be provided by irrigation contractor. Contractor to coordinate with local
utilities for the installation of, and connection to, site available power supplies for
required electrical components as set forth in the irrigation plans.
All electrical work is to comply with the National Electrical Code and any, and all,
other applicable electrical codes, laws and regulations. A licensed electrician shall
perform all electrical hook-ups. Power for each controller/CCU shall be a dedicated
120 volt, 20 amp circuit unless otherwise specified in the plans. Power for each
pump to be according to pump specifications indicated in these plans.
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LI� 37130 Oak Lane Umatilla, FL 32784
(352)434-5015
www.insightirrigation.com
WIRING
Irrigation control wire shall be thermoplastic solid copper, single conductor, low
voltage irrigation controller wire; suitable for direct burial and continuous operation at
rated voltages.
Tape and bundle control wires every 10' and run alongside the mainline. At all turns
in direction make a 2' coil of wire. At all valve boxes coil wire around a 3/4" piece
of PVC pipe to make a coil using 30 linear inches of wire. Make electrical
connections with 3MDBY/R connectors.
Number all wires, using an electrical book of numbers, according to the plans.
Number wires in all valve boxes, junction boxes and at the controller.
Wire sized, numbered and colored as follows:
#14 white for common
#14 spare black common
#14 individual color coded hot wire
#14 spare yellow hot wire
Spare wires
Leaving each controller, run six spare wires in both directions (twelve spare
wires total). Install as 2 common spares (4 total) and 4 hot wires (8 total). Loop
these wires into each RCV along their path and terminate in the last valve box
controlled by the wires respective controller. The loop into each valve box shall
extend up into the valve box a minimum of 8" and be readily accessible by opening
the valve box lid. These wires must be all numbered and color coded as required in
these plans.
Controller and Pump station Control Panel grounding - Contractor to utilize
4"X8'X5/8" copper grounding plates, 5/8"X10' copper clad grounding rods, 'One
Strike' CAD wells at all connection points, #6 bare copper wire, and earth contact
material. Install these and other required components as outlined in the detail.
Contractor to verify that the earth to ground resistance does not exceed 10 ohms.
Contractor shall provide a written certification, on a licensed electrical contractors
letter head, showing the date of the test, controller/pump location, and test results.
Each controller/pump shall be so grounded and tested. Each component must have
its own separate grounding grid, unless they are sitting side by side, in which case
up to two controllers can share a common grounding grid.
Lay out irrigation system mainlines and lateral lines. Make the necessary adjustments
as required to take into account all site obstructions and limitations prior to
excavating trenches.
Stake all sprinkler head locations. Adjust location and make the necessary
modifications to nozzle types, etc. required to ensure 100% head to head coverage.
Refer to the Edge of Pavement Detail on the Irrigation Detail Sheet.
Spray heads shall be installed 4" from sidewalks or curbed roadways and 12" from
uncurbed roadways and building foundations. Rotors shall be installed 4" from
sidewalks or curbed roadways, 12" from building foundations, and 36" from uncurbed
roadways.
Shrub heads shall be installed on 3/4" Sch 40 PVC risers. The risers shall be set at
a minimum of 18" off sidewalks, roadway curbing, building foundations, and/or any
other hardscaped areas. Shrub heads shall be installed to a standard height of 4"
below maintained height of plants and shall be installed a minimum of 6" within
planted masses to be less visible and offer protection. Paint all shrub risers with flat
black or forest green paint, unless irrigation system will utilize reuse water; in this
case the risers shall be purple PVC and shall not be painted.
Locate valves prior to excavation. Ensure that their location provides for easy access
and that there is no interference with physical structures, plants, trees, poles, etc.
Valve boxes must be placed a minimum of 12" and a maximum of 15" from the
edge of pavement, curbs, etc. and the top of the box must be 2" above finish
grade. No valve boxes shall be installed in turf areas without approval by the
irrigation designer - only in shrub beds. Never install in sport field areas.
V_110/
Sequence all valves so that the farthest valve from the P.O.C. operates first and the
closest to the P.O.C. operates last. The closest valve to the P.O.C. should be the
last valve in the programmed sequence.
Adjust the flow control on each RCV to ensure shut off in 10 seconds after
deactivation by the irrigation controller.
Using an electric branding iron, brand the valve I.D. letter/number on the lid of each
valve box. This brand must be 2"-3" tall and easily legible.
EQUIPMENT
All pop-up heads and shrub risers shall be pressure compensating. All pop-up heads
shall be mounted on flex -type swing joints. All rotors shall be installed with PVC
triple swing joints unless otherwise detailed.
All sprinkler equipment, not otherwise detailed or specified on these plans, shall be
installed as per manufacturer's recommendations and specifications, and according to
local and state laws.
TRENCHING
Excavate straight and vertical trenches with smooth, flat or sloping bottoms. Trench
width and depth should be sufficient to allow for the proper vertical and horizontal
separation between piping as shown in the pipe installation detail on the detail sheet.
Protect existing landscaped areas. Remove and replant any damaged plant material
upon job completion. The replacement material shall be of the same genus and
species, and of the same size as the material it is replacing. The final determination
as to what needs to be replaced and the acceptability of the replacement material
shall be solely up to the owner or owner's representative.
INSTALLATION
Solvent Weld Pipe: Cut all pipe square and deburr. Clean pipe and fittings of foreign
material; then apply a small amount of primer while ensuring that any excess is
wiped off immediately. Primer should not puddle or drip from pipe or fittings. Next
apply a thin coat of PVC cement; first apply a thin layer to the pipe, next a thin
layer inside the fitting, and finally another very thin layer on the pipe. Insert the pipe
into the fitting. Insure that the pipe is inserted to the bottom of the fitting, then
turn the pipe a 1 /4 turn and hold for 10 seconds. Make sure that the pipe doesn't
recede from the fitting. If the pipe isn't at the bottom of the fitting upon
completion, the glue joint is unacceptable and must be discarded.
Pipes must cure a minimum of 30 minutes prior to handling and placing into
trenches. A longer curing time may be required; refer to the manufacturer's
specifications. The pipe must cure a minimum of 24 hours prior to filling with water.
Gasketed Pipe: With pipe in the trench, cut pipe square, deburr, and place beveled
edge on male portion of pipe, if not using a piece with a factory bevel. Clean pipe
and fittings of foreign material; then apply a small amount of pipe grease to the
rubber gasket on the female end. Fully insert the male end of the pipe into the bell
end of adjacent pipe until the bevel is fully seated into the bell. Restrain pipe as
required.
BACK FILL
The Back fill 6" below, 6" above, and around all piping shall be of clean sand and
anything beyond that in the trench can be of native material but nothing larger than
2" in diameter.
Main line pipe depth measured to the top of pipe shall be:
24" minimum for 3/4"-2 1/2" PVC with a 30" minimum at vehicular crossings;
30" minimum for 3" & 4" PVC with a 36" minimum at vehicular crossings.
36" minimum for 6" PVC with a 36" minimum at vehicular crossings;
Lateral line depths measured to top of pipe shall be:
18" minimum for 3/4"-3" PVC with a 30" minimum at vehicular crossings;
24" minimum for 4" PVC and above with a 30" minimum at vehicular crossings.
Contractor shall backfill all piping, both mainline and laterals, prior to performing any
pressure tests. The pipe shall be backfilled with the exception of 2' on each side of
every joint (bell fittings, 90's, tees, 45's, etc.). These joints shall not be backfilled
until all piping has satisfactorily passed its appropriate pressure test as outlined
below.
FLUSHING
Prior to the placement of valves, flush all mainlines for a minimum of 10 minutes or
until lines are completely clean of debris, whichever is longer.
Prior to the placement of heads, flush all lateral lines for a minimum of 10 minutes
or until lines are completely clean of debris, whichever is longer.
Use screens in heads and adjust heads for proper coverage avoiding excess water on
walls, walks and paving.
TESTING
Soil: At a minimum of 2 locations on the site, soil tests for Infiltration and texture
shall be performed according to the USDA Soil Quality Test Kit Guide. The tests shall
be documented in a USDA Soil Worksheet. (All of the above is available at
http: //soils.usda.gov/sqi/assessment/ test-kit.html) The completed worksheet shall
be submitted to the owners representative for review/approval. Do not proceed
without written direction from the owner/owner's representative.
Mainline: Remove all remote control valves and cap using a threaded cap on SCH 80
nipple. Fill mainline with water and pressurize the system to 125 PSI. Monitor the
system pressure at two gauge locations; the gauge locations must be at opposite
ends of the mainline. With the same respective pressures, monitor the gauges for
two hours. There can be no loss in pressure at either gauge for solvent -welded pipe.
For HDPE pipe, see HDPE notes. For gasketed pipe, testing requires measurement of
the water pumped into the mainline system, using a hydrostatic pump, to maintain
125 PSI - this water volume shall be no more than the result of the following
formula:
L=(ND-�P)/7400
where L=Allowable leakage in gallons per hour
N=Number of joints in pipe tested
D=Nominal diameter of pipe (in inches)
P=Average Test Pressure (in PSI)
If these parameters are exceeded, locate the problem; repair it; wait 24 hours and
retry the test. This procedure must be followed until the mainline passes the test.
Lateral Lines: The lateral lines must be fully filled to operational pressure and visually
checked for leaks. Any leaks detected must be repaired.
Operational Testing -Once the mainline and lateral lines have passed their respective
tests, and the system is completely operational, a coverage test and demonstration
of the system is required. The irrigation contractor must demonstrate to the owner,
or his/her representative, that proper coverage is obtained and the system works
automatically from the controller. This demonstration requires each zone to be turned
on, in the proper sequence as shown on the plans, from the controller. Each zone
will be inspected for proper coverage and function. The determination of proper
coverage and function is at the sole discretion of the owner or owner's
representative.
Upon completion of the operational test, run each zone until water begins to puddle
or run off. This will allow you to determine the number of irrigation start times
necessary to meet the weekly evapotranspiration requirements of the planting material
in each zone. In fine sandy soils, it is possible no puddling will occur. If this is
experienced, then theoretical calculations for run times will be required for controller
programming.
SUBMITTALS
Pre -Construction: The contractor must submit for written approval, prior to
installation, five (5) copies of the manufacturer's cut sheets/specifications for all
components to be used in the irrigation system.
After pro iect completion:
As a condition of final acceptance, the irrigation contractor shall provide the owner
with:
1. Irrigations As-builts - shall be provided utilizing a sub -foot Global Positioning
System (GPS) to accurately locate all mainlines, sleeves, remote control valves, gate
valves, independent wire runs, wire splice boxes, controllers, high voltage supply
sources/conduit path, control mechanisms, sensors, wells and water source
connections in Florida East State Plane, NAD 83, and CORS 96 format. The data
collected shall be in POINT format and include an ID for each data point with
Manufacturer, Type, Size, and Depth. All mainline and
independent runs of wire shall be located every 30' for straight runs and at every
change of direction. Sleeves will be located at end points and every 20' of length. All
underground items shall include depth in inch format. These POINTS once collected
shall be imported into an AutoCAD DWG geo-referenced base file to be labeled
accordingly. The completed AS -Built shall be a Geo-Referenced DWF file and delivered
to the owner on a compact disk (CD).
2. Controller charts - Upon completion of "as -built" prepare controller charts; one
per controller. Indicate on each chart the area controlled by a remote control valve
(using a different color for each zone). This chart shall be reduced to a size that
will fit inside of the controller door. The reduction shall be hermetically sealed inside
two 2ml pieces of clear plastic.
3. Grounding Certification - Provide ground certification results for each controller
and pump panel grounding grid installed. This must be on a licensed electrician letter
head indicating location tested (using IR plan symbols), date, time, test method, and
testing results.
INSPECTIONS AND COORDINATION MEETINGS REQUIRED - Contractor is required to
schedule, perform, and attend the following, and demonstrate to the owner and/or
owners representative to their satisfaction, as follows:
1. Pre -construction meeting - Designer and contractor to review entire install
process and schedule with owner/general contractor.
2. Mainline installation inspection(s) - all mainline must be inspected for proper
pipe, fittings, depth of coverage, backfill. and installation method
3. Mainline pressure test - All mainline shall be pressure tested according to this
designs requirements
4. Flow Meter calibration - All flow meters must be calibrated, provide certified
calibration report for all flow meters.
5. USDA Soil Quality Tests for infiltration/texture
6. Coverage and operational test
7. Final inspection
8. Punch list inspection
FINAL ACCEPTANCE
Final acceptance of the irrigation system will be given after the following documents
and conditions have been completed and approved. Final payment will not be released
until these conditions are satisfied.
1. All above inspections are completed, documented, and approved by owner.
2. Completion and acceptance of `as -built' drawings.
3. Acceptance of required controller charts and placement inside of
controllers.
4. All other submittals have be made to the satisfaction of the owner.
GUARANTEE: The irrigation system shall be guaranteed for a minimum of one
calendar year from the time of final acceptance.
MINIMUM RECOMMENDED
IRRIGATION MAINTENANCE PROCEDURES
1. Every irrigation zone should be checked monthly and written reports generated
describing the date(s) each zone was inspected, problems identified, date problems
repaired, and a list of materials used in the repair. At minimum, these inspections
should include the following tasks:
A. Turn on each zone from the controller to verify automatic operation.
B. Check schedules to ensure they are appropriate for the season, plant
and soil type, and irrigation method. Consult an I.A. certified auditor for
methods used in determining proper irrigation scheduling requirements.
C. Check remote control valve to ensure proper operation.
D. Check setting on pressure regulator to verify proper setting, if present.
E. Check flow control and adjust as needed; ensure valve closure within
10-15 seconds after deactivation by controller.
F. Check for leaks - mainline, lateral lines, valves, heads, etc.
G. Check all heads as follows:
1. Proper set height (top of sprinkler is 1" below mow height)
2. Verify head pop-up height - 6" in turf, 12" in ground cover, and
pop-up on riser in shrub beds.
3. Check wiper seal for leaks - if leaking, clean head and re -inspect.
If still leaking, replace head with the appropriate head with
pressure regulator and built-in check valve.
4. All nozzles checked for proper pattern, clogging, leaks, correct make
& model, etc. - replace as needed
5. Check for proper alignment - perfectly vertical; coverage area is
correct; minimize over spray onto hardscapes.
6. Riser height raised/lowered to accommodate plant growth patterns
and ensure proper coverage.
7. verify the pop-up riser retracts after operation. If not, repair/replace
as needed.
2. Check controller/C.C.U. grounds for resistance (10 ohms or less) once per year.
Submit written reports.
3. Check rain shut-off device monthly to ensure it functions properly.
4. Inspect all filters monthly and clean/repair/replace as needed.
5. Inspect backflow devices by utilizing a properly licensed backflow inspector. This
should be done annually, at minimum.
6. Inspect all valve boxes to ensure they are in good condition, lids are in place and
locked.
7. Check pump stations for proper operation, pressures, filtration, settings, etc. -
refer to pump station operations manual.
8. Check and clean intake screens on all suction lines quarterly, at minimum. Clean
and/or repair, as needed.
9. Winterize, if applicable, as weather in your area dictates. Follow manufacturer
recommendations and blow out all lines and equipment using compressed air. Perform
seasonal startup of system as per manufacturer recommendations.
10. Conduct additional inspections, maintenance tasks, etc. that are particular for
your site.
Soil Moisture Sensor
1. Place all soil moisture sensor wiring in 1" SCH 40 PVC conduit
2. Soil moisture sensor should be placed in the middle of a spray or drip
area as per manufacturer's recommendations.
3. Controller setting directions: Controller shall be set to highest ET setting
when SMS is being used. If SMS is not being used, controller shall be set to
the Florida Automated Weather Network's urban scheduler settings.
P-
MI LLE EGG
Central Florida Office: 631 S. Orlando Avenue • Suite 200
Winter Park, Florida • 32789-7122
407-629-8880 • Fax: 407-629-7883
www.millerlegg.com
LEGEND:
KEY MAP:
NO. DALE R E V I S 1 0 N S DES. DWN.
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PROJECT NAME: .................. ................. �����������������������������������
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ARBOURS AT CROWN POINT PUD
CITY OF OCOEE, FLORIDA
FOR: ARBOUR VALLEY DEVELOPMENT, LLC
PLAN SET:
FINAL CONSTRUCTION PLANS - 90%
.
DRAWING TITLE: .................. .................
CERTIFICATES OF
AUTHORIZATION:
EB7318 LB6680 LC0337
JAS) JAS
DES. D*L CHI.
PROJECT NUMBER:
13-00203
DATE:
7/29/2014
SHEET:
APPROVED XX, RLA IN-1
FLA. REGISTRATION NO. XX DATF.
ILLUMINATED
PROJECT SIGN
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GROUND
PICNICPAVILIONPL AY
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G ARAG E (G2)GARAGE (G2)
9 BAY
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2.6
2.2
1.8
4.2
5.2
4.9
3.6
2.0
1.7
1.2
1.0
1.2
1.6
2.1
2.1
1.7
1.8
2.7
3.2
3.5
3.7
2.9
2.2
2.0
1.5
1.3
1.2
1.1
1.2
1.5
1.6
1.4
1.6
1.9
2.4
2.6
2.7
2.7
2.4
1.7
2.3
2.1
1.7
1.6
1.5
1.5
1.3
1.1
1.3
1.3
1.5
1.7
1.8
2.0
2.0
2.1
2.0
1.7
1.4
2.5
2.2
1.8
1.9
1.8
1.3
1.0
1.1
1.2
1.5
1.7
1.7
2.1
1.8
1.7
1.8
1.6
1.3
1.4
2.1
2.3
2.3
1.8
1.3
0.9
0.9
1.2
1.6
1.8
1.9
1.9
1.9
2.0
1.8
1.5
1.2
1.5
1.8
2.3
2.3
2.8
2.4
1.7
1.3
0.8
1.0
1.4
1.8
2.1
2.3
2.4
1.9
1.9
1.8
1.9
2.6
2.6
2.5
2.6
2.1
1.5
1.1
0.8
1.0
1.3
1.5
1.8
2.2
2.4
2.4
2.6
1.8
1.5
2.1
2.5
2.1
1.7
1.8
2.8
1.8
1.4
1.2
1.0
1.6
2.0
2.2
2.1
2.4
2.6
2.6
2.4
1.9
2.7
2.4
1.7
1.5
1.9
2.6
2.8
2.1
1.6
1.5
2.1
1.9
1.7
1.4
1.3
1.1
0.8
1.1
2.8
3.3
2.8
2.5
2.6
2.5
2.3
2.1
2.4
1.8
2.2
2.1
1.6
1.4
1.6
2.2
2.7
2.7
2.0
1.4
1.1
1.0
1.0
2.3
1.9
1.7
1.4
1.1
0.9
1.0
1.5
2.2
4.8
4.1
3.0
2.4
2.2
2.1
1.9
1.9
1.7
1.7
1.6
1.7
1.4
1.1
1.8
2.0
2.4
2.4
1.9
1.4
1.0
0.7
2.3
1.9
1.6
1.4
1.2
1.2
1.8
2.6
3.8
5.4
3.9
2.7
1.9
1.6
1.7
1.9
1.7
1.7
1.6
1.4
1.5
1.3
1.1
2.3
2.0
2.0
2.2
1.9
1.7
1.7
1.8
1.6
1.5
1.9
2.9
4.1
5.5
4.0
2.7
1.8
1.3
1.2
1.5
1.7
1.8
2.0
1.6
1.5
1.4
1.3
1.1
2.2
1.9
1.9
2.0
2.0
1.7
1.8
1.9
1.9
2.1
2.5
3.3
4.7
5.2
2.2
1.5
1.0
0.9
1.1
1.5
1.7
2.1
1.5
1.5
1.4
1.2
1.7
1.9
2.1
2.0
1.8
1.8
2.1
2.0
2.2
2.4
2.6
2.7
3.1
3.7
3.0
1.2
0.8
1.0
1.3
1.4
1.6
1.8
1.9
1.6
1.5
1.4
1.3
1.9
1.9
1.8
1.9
2.5
2.7
2.5
2.3
2.5
2.1
1.7
0.9
1.2
1.4
1.6
2.0
1.8
2.7
1.6
1.5
1.4
1.3
1.8
2.1
2.0
1.9
2.5
2.6
2.4
2.0
1.7
1.4
1.1
0.8
1.0
1.4
1.8
2.4
2.7
2.1
2.4
1.5
1.4
1.3
0.8
1.2
1.8
2.3
2.4
1.9
2.3
2.3
2.1
1.8
1.4
1.0
0.8
1.1
1.5
2.0
2.6
2.5
1.9
2.0
1.9
1.8
1.3
0.6
1.1
1.6
2.4
2.9
2.2
2.5
2.0
1.8
1.5
1.0
0.8
0.7
1.1
1.5
2.0
2.3
2.0
2.0
2.4
1.8
2.3
2.0
1.4
0.6
1.0
1.5
2.3
2.9
2.1
2.1
1.8
1.8
1.4
1.1
1.0
0.9
1.1
1.5
1.8
1.6
1.8
2.2
2.4
2.1
2.8
2.2
1.4
0.5
0.9
1.5
2.1
2.3
1.8
1.7
1.7
1.6
1.4
1.3
1.2
1.0
1.1
1.4
1.4
1.7
2.1
2.1
1.9
2.7
2.1
1.4
0.5
0.9
1.3
1.7
1.8
1.8
1.7
1.8
1.6
1.4
1.4
1.4
1.1
1.0
1.2
1.4
1.8
2.1
2.1
2.5
1.7
2.1
1.9
1.4
0.5
0.8
1.2
1.4
1.5
1.8
2.1
1.8
1.8
1.9
1.5
1.1
0.9
1.0
1.3
1.8
2.0
2.2
2.5
1.8
1.6
1.5
1.3
0.5
0.7
1.1
1.3
1.8
2.1
2.5
2.1
1.5
1.1
1.1
1.6
2.1
2.3
2.4
2.5
1.6
1.3
1.2
1.1
0.4
0.7
0.9
1.3
1.6
1.7
1.9
1.9
2.7
2.6
2.0
1.5
1.1
1.1
1.4
1.7
2.1
2.6
2.7
2.5
2.5
1.5
1.3
1.2
1.1
0.5
0.6
0.8
1.2
1.6
1.7
3.1
2.1
2.3
2.1
1.6
1.3
1.0
1.7
2.1
2.4
2.4
2.6
2.7
2.5
2.2
2.5
1.5
1.3
1.2
1.1
0.8
1.3
1.8
1.7
2.2
1.8
1.7
1.4
1.3
1.2
0.9
1.2
3.0
3.5
3.0
2.6
2.5
2.4
2.0
1.9
2.5
2.5
2.5
2.5
2.6
2.2
1.8
1.6
1.4
1.3
1.1
1.0
1.0
1.5
1.8
1.9
1.9
1.8
1.6
1.5
1.3
1.0
1.1
1.5
2.2
5.1
4.4
3.1
2.4
2.0
1.8
1.8
1.5
1.4
1.6
1.8
2.1
2.3
2.3
2.1
1.8
1.7
1.5
1.7
1.9
2.0
1.9
1.7
1.5
1.8
1.9
2.2
2.1
1.8
1.7
1.5
1.3
1.3
1.8
2.7
4.0
5.5
4.0
2.8
1.9
1.5
1.4
1.3
1.2
1.4
1.6
1.9
2.1
2.1
1.9
1.6
1.4
1.3
1.2
1.2
1.5
2.1
2.7
3.0
2.9
2.6
2.2
2.2
2.3
2.3
1.8
1.8
1.7
1.6
2.0
2.8
3.9
5.5
1.7
1.1
0.7
0.9
1.3
1.6
1.9
1.9
1.6
1.3
0.9
0.8
0.8
1.1
1.7
2.4
3.5
4.5
4.5
3.4
2.6
2.6
2.6
2.4
1.7
1.9
2.0
2.1
2.4
3.0
4.2
4.9
1.5
1.0
1.0
1.2
1.5
1.9
2.1
2.1
1.8
1.5
1.3
1.2
1.1
1.2
1.8
2.5
3.9
5.5
5.5
3.8
2.7
2.8
2.8
2.4
1.7
1.9
2.0
2.4
2.6
2.6
2.9
1.2
1.0
1.0
1.0
0.9
0.9
0.9
1.4
1.5
1.7
2.1
2.3
2.3
2.1
1.7
1.6
1.5
1.9
2.6
3.9
5.5
5.5
3.8
2.7
2.7
2.6
2.4
2.5
2.3
2.4
2.7
2.6
2.4
1.0
1.0
1.1
1.5
1.5
1.5
1.5
1.4
1.5
2.0
2.4
2.3
2.3
2.2
2.4
2.5
2.0
1.4
1.8
2.4
3.5
4.5
4.4
3.4
2.4
2.3
2.6
2.4
2.7
2.6
2.2
1.7
1.3
1.2
1.0
1.0
1.1
1.2
1.4
1.6
2.0
2.2
2.3
2.1
1.8
0.9
1.0
1.4
2.1
2.7
2.9
2.9
2.6
2.0
1.8
2.0
2.0
2.7
2.1
1.5
1.1
1.0
1.0
1.0
1.2
1.4
1.6
1.8
2.1
2.6
2.7
2.3
1.8
0.7
0.9
1.2
1.5
1.8
2.0
1.9
1.7
1.4
1.5
1.8
1.8
2.2
1.8
1.6
1.2
1.2
1.3
1.7
1.9
1.9
2.2
1.9
1.7
1.0
1.1
1.2
1.2
1.0
1.3
1.7
1.7
1.8
1.7
1.6
1.4
1.4
2.3
2.2
2.4
3.3
2.2
1.9
1.3
1.3
1.2
1.2
0.9
1.2
1.6
1.7
1.5
1.2
1.9
2.5
2.6
1.5
1.3
1.3
1.2
1.0
1.3
1.6
1.9
2.7
1.9
1.5
1.1
1.3
1.7
1.8
1.7
1.5
1.4
1.2
1.2
1.3
1.5
1.9
3.0
2.1
1.8
1.3
1.5
1.7
2.4
1.7
2.0
1.8
1.3
1.3
1.4
1.5
1.9
2.8
2.3
2.1
1.7
1.8
2.0
2.5
1.9
2.5
2.1
1.4
1.4
1.8
1.9
1.8
2.4
2.2
2.0
2.0
2.2
2.3
2.1
2.8
2.2
1.4
1.5
2.1
2.4
1.9
2.3
2.1
2.0
2.2
2.4
2.3
2.4
2.1
1.4
1.4
2.2
2.1
1.9
1.8
2.0
2.2
2.2
2.0
1.9
1.4
1.4
2.1
2.6
1.9
1.9
1.6
1.4
1.7
1.7
1.5
1.4
1.3
1.4
1.9
2.1
1.7
1.7
1.5
1.1
1.3
1.6
2.2
1.5
1.3
1.2
1.2
1.3
1.5
1.5
1.7
1.4
1.4
0.9
1.2
1.6
1.8
1.3
1.1
1.1
1.0
1.2
1.3
1.3
1.5
0.9
1.1
1.6
1.6
1.0
1.1
1.0
0.9
1.2
1.2
1.3
1.4
1.0
0.9
1.2
1.5
1.6
1.2
1.6
1.8
2.3
2.6
2.1
1.9
1.7
0.9
1.0
1.3
1.5
1.7
1.1
1.4
1.7
2.0
2.4
2.7
2.3
1.9
1.6
0.9
1.2
1.3
1.6
1.8
0.8
1.2
1.5
1.7
2.1
2.5
2.3
2.1
1.8
1.3
0.9
1.3
1.3
1.5
1.8
1.1
1.6
2.1
2.4
2.6
2.4
2.1
1.7
1.3
1.0
1.4
1.7
1.7
1.8
0.2
0.5
1.0
1.4
1.6
1.7
1.8
1.8
1.5
1.5
2.1
0.5
1.0
1.4
1.5
1.5
1.8
2.1
1.8
0.7
1.5
2.2
2.8
2.1
2.0
1.9
1.8
1.9
2.5
2.5
2.1
1.7
1.4
1.3
1.1
1.5
2.2
2.8
2.1
2.3
1.9
1.9
2.2
2.8
2.5
2.1
1.8
1.8
1.8
1.8
1.6
1.4
2.0
2.3
1.8
2.5
3.1
2.0
1.8
1.6
1.8
1.9
2.0
2.1
2.6
2.6
1.3
1.7
1.7
1.7
1.9
1.8
1.6
1.6
1.7
1.9
1.8
2.0
2.3
2.2
1.2
1.3
1.4
1.6
2.3
2.1
1.8
1.5
1.3
1.3
1.6
1.9
2.2
2.3
2.7
2.0
1.5
1.3
1.4
2.0
2.2
2.2
2.2
2.2
2.4
2.5
1.4
1.6
1.6
1.7
2.1
1.7
1.5
1.4
1.5
1.9
2.4
2.6
2.4
2.1
1.9
1.9
1.9
1.8
1.7
1.6
1.9
2.2
2.4
2.3
2.1
1.8
1.7
1.7
1.7
1.7
1.8
2.2
2.3
2.2
2.3
2.4
2.6
2.4
1.6
1.7
1.7
1.7
2.1
2.4
2.6
2.5
2.2
1.9
1.9
1.8
1.7
1.6
1.5
1.6
1.9
2.3
2.5
2.4
2.1
1.7
1.5
1.6
1.5
1.7
1.7
1.7
2.1
2.3
2.5
2.4
2.2
2.3
2.2
2.2
2.2
2.2
2.2
2.3
2.4
2.1
1.9
2.0
2.2
2.4
2.2
2.0
1.9
1.8
1.8
1.7
1.7
1.6
1.7
2.0
2.3
2.5
2.4
2.0
1.6
1.4
1.3
1.3
1.3
1.3
1.4
1.7
2.1
2.4
2.6
2.4
2.1
1.9
1.8
1.8
1.8
1.8
1.8
2.1
2.4
2.4
2.1
1.8
1.6
2.5
2.2
2.2
1.9
1.7
1.9
1.8
1.8
1.8
1.8
2.0
2.3
2.4
2.3
2.0
1.7
1.7
1.6
1.5
1.4
1.5
1.5
1.7
2.1
2.4
2.6
2.4
2.0
1.7
1.5
1.5
1.5
1.4
1.4
1.5
1.9
2.2
2.5
2.5
2.1
1.7
1.4
2.3
2.5
2.4
1.9
1.6
1.6
1.7
1.8
2.0
2.4
2.2
2.2
2.2
2.2
2.1
1.8
1.7
1.7
1.7
1.7
1.8
2.1
2.4
2.5
2.2
2.0
1.8
1.8
1.7
1.6
1.6
1.6
1.6
1.9
2.3
2.5
2.4
2.1
1.7
1.3
1.0
2.1
2.0
1.8
1.5
1.5
1.5
1.7
2.0
2.5
2.4
2.2
2.2
2.2
2.2
2.1
1.8
1.8
1.8
1.8
2.0
2.2
2.4
2.3
2.1
1.7
1.5
1.9
1.6
1.5
1.5
1.6
1.8
2.3
2.6
2.3
2.3
2.2
2.3
2.2
1.7
1.4
1.2
ELECTRICAL SITE PLAN - LIGHTING - PHOTOMETRICS
14-092
1.9 fc
AVG
6.1 fc
MAX
0.2 fc
MIN
30.5:1
MAX/MIN
9.5:1
AVG/MIN
PARKING AREAS
DESCRIPTION OF PLACEMENT
OLA, OLB & OLC
FIXTURES
SITE LIGHTING STATISTICS
MANUFACTURER & CAT. #SYMBOL
OLA
REMARKS
LIGHTING FIXTURE SCHEDULE
LAMPS MOUNTINGWATTS
107
VOLTS
240 LOW-PROFILE, RECTANGULAR LIGHT FIXTURE WITH INTEGRAL 1A
DRIVER, TYPE II DISTRIBUTION & SINGLE TENON ADAPTOR. MOUNT
ON A 30' ROUND, DIRECT BURIED FIBERGLASS POLE WITH 3.5" TENON.
McGRAW-EDISON #GLEON-AE-02-LED-E1-T2-BZ/MA-1038-XX LED POLE
ARM
MOUNTED
FLA 90 240
LED FLOODLIGHT FOR BUILDING COMPLEX SIGN. OFFSET LIGHT
FROM SIGN FOR BEST ILLUMINATION..
PHILIPS DAY-BRITE #FSI-90W-L-U-WHP LED GRADE
POST TOP
NOTES:
1. SUBSTITUTE FIXTURES ARE ACCEPTABLE.
2. ALL FIXTURES ARE TO BE FURNISHED WITH LAMPS.
NOTES:
1. POINT-BY-POINT CALCULATIONS WILL BE REQUIRED FOR SUBSTITUTE FIXTURES SHOWING THAT THEY MEET 0.8 FOOT-CANDLES MAINTAINED
SHOWN IN THIS SCHEDULE.OLB 157 240
LED
OLC 213 240
LED
Ocoee, FloridaSheet Title:
Project No:
Date:
Revised:
Sheet No:
Checked By:
Drawn By:
Sequence ofMcKEAN & ASSOCIATESA R C H I T E C T S L L CMONTGOMERY, ALABAMA 361172315 EASTCHASE LANELOW-PROFILE, RECTANGULAR LIGHT FIXTURE WITH INTEGRAL 1A
DRIVER, TYPE IV WIDE DISTRIBUTION & SINGLE TENON ADAPTOR.
MOUNT ON A 30' ROUND, DIRECT BURIED FIBERGLASS POLE WITH 3.5"
TENON.
McGRAW-EDISON #GLEON-AE-03-LED-E1-T4W-BZ/MA-1038-XX POLE
ARM
MOUNTED
LOW-PROFILE, RECTANGULAR LIGHT FIXTURE WITH INTEGRAL 1A
DRIVER, TYPE 5 SQUARE, WIDE DISTRIBUTION AND SINGLE TENON
ADAPTOR. MOUNT ON A 20' ROUND, DIRECT BURIED FIBERGLASS
POLE WITH 3.5" TENON.
McGRAW-EDISON #GLEON-AE-04-LED-E1-5WQ-BZ/MA-1038-XX POLE
ARM
MOUNTED
EQUAL BY: LITHONIA & COOPER
EQUAL BY: LITHONIA & COOPER
EQUAL BY: LITHONIA & COOPER
EQUAL BY: LITHONIA & COOPER
Sheet Title:
Project No:
Date:
Revised:
Sheet No:
Checked By:
Drawn By:
Sequence of
PLAYGROUND FENCE & EDGING DETAILS
PERIMETER DETAIL GATE DETAILSECTION ELEVATION
ARBOURS
AT CROWN POINT
THE
PROJECT SIGN
PLAN
PLAYGROUND
TYP. GRILL PAD SECTION
BENCH LAYOUT
TYPICAL BENCH DETAIL
TYPICAL DECORATIVE SITE FENCING
DETAIL
NOTE: PLAYGROUND AND ALL RELATED MATERIALS INDICATED HERE SHALL BE N.I.C.
NOTE: PLAYGROUND AND ALL RELATED MATERIALS INDICATED HERE SHALL BE N.I.C.
#TDQWT#RCTVOGPVU%+6;1(1%1''14#0)'%1706;(.14+&#(14 )#$''*4'056'+0#.6##%5/.#0&6+6.'5748';LEGAL DESCRIPTION:
SURVEYOR'S REPORT:
SURVEYOR'S CERTIFICATION:
MILLER LEGG
Certificate of Authorization No. LB 6680
8+%+0+6;/#20658+%+0+6;/#2
065
5'%6+1061905*+25176*4#0)''#56
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NAIL & DISC
PLAT BOOK
PAGE
LICENSED BUSINESS
RADIUS
DELTA (CENTRAL ANGLE)
ARC LENGTH
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PAGES
IRON ROD AND CAP UTILITY EASEMENT
RIGHT OF WAY
IDENTIFICATIONFOUND
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SURVEYOR'S REPORT:
SURVEYOR'S CERTIFICATION:
MILLER LEGG
Certificate of Authorization No. LB 6680
NATURAL GROUND ELEVATION
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NUMBER
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LICENSED BUSINESS
RADIUS
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PAGES
IRON ROD AND CAP UTILITY EASEMENT
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IDENTIFICATIONFOUND
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21+061(
By Date of Plat or Map:
James W. Quartel, P.S.M.
Florida Professional Land Surveyor No. 6032
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
email: jquartel@millerlegg.com
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ITEM NUMBER IV. C.
PUBLIC HEARING
THE OASIS AT LAKE BENNET
PRELIMINARY SITE PLAN
Maya
S, Scott Vandorgrift
L,ALMana net
Robert Frank
TO: The Planning and Zoning Commission
W2,
FROM, Michael Rumer, City Planner
SUBJECT: The Oasis at Lake Bennet Apartments
Preliminary Site Plan
Project # LS-2014-007
Commissioners
John Grogan, District 1.
Rosemary Wilsen, District 2
Rusty Johnson, District 3
Joel F, Keller, District 4
Should the Planning & Zoning Commission recommend approval of the Preliminary Site Plan
The Oasis at Lake Bennet Apartments?
: I a, , 0 Eli
The Oasis at Lake Bennet project is generally located south of Maine Street east of Blufo •
Avenue and north of W. Colonial Drive (SR 50) adjoining Lake Bennet. The parcel numbers f•
this project are 20-22-28-6156-04-000, 20-22-28-6156-03-000 and 20-22-28-0000-00-068, Th
project is proposing to construct a 302 unit multi -family, four-story apartment development•
approximately 13.01 acres. The site is currently a part of the Ocoee Town Center lots 3, 4, a
6. The parcels are undeveloped.
The project lies in Target Area 2 and is zoned "Community Commercial" (C-2). The Future La•
Use designation for the subject site is "Commercial". The table below references t e uture a
uses, jurisdon, zoning classifications and existing land uses of the surrounding parcels:
Direction
Future Land Use
Zoning Classification
Existing Land Use
North
Conservation/Floodplains
Public Facilities/Institutional
City of Ocoee (C-2)
Vacant Undeveloped Land
East
Commercial
City of Ocoee (C-2)
Commercial
South
Commercial
City of Ocoee (C-2)
Commercial Vacant Undeveloped
I Land (Ocoee Town Center
-West
Commercial
City of Ocoee C-2)
Commercial Vacant Undeveloped
I Land
On July 6, 2010, the City Commission adopted the "CRA Target Areas Special Development
Plan". The subject site is located Within what is considered Target Area 2 , Target Area 2 was
further divided into two general sub areas (Sub -Area 1 and Sub -Area 2). Sub -Area 1, which is
located along the frontage of Bluford Avenue and SR 50, provides for a more conventional
The Planning and Zoning Commission
Meeting Date'. May 12, 2015
Page 2 of 3
suburban design while Sub -Area 2 is intended to be a more urban environment. The subject site
is generally located in Sub -Area 2.
Transportation:
The applicant has submitted a traffic impact analysis (Oasis at Lake Bennet revised April 2015
The traffic study was performed in accordance with City of Ocoee requirements and
discussion with the City�s transportation consultant on the methodology.
According to the traffic analysis, the proposed development will generate an estimated it
trips per weekday with 154 a.m. peak hour trips and 188 p.m. peak hour trips. The previous
approved Ocoee Town Center commercial subdivision was approved with a trip generation
6,823 daily trips and 646 at the peak hour.
Urban Desicin:
The site plan meets the road network as proposed in the Target Area 2 overlay. The site pla
for in the site plan (Sheet CO) the proposed residential development meets the intent of t
Target Area 2 overlay by proposing residential development that will compliment future reta
commercial, office and residential development, creating true multi -use walkable urb
community within the CRA. Buildings are designed to be four stories with awnings on the stre
side, and have been pushed against the property lines to create an urban streetscape. Wi
sidewalks with tree wells, open green spaces, a public park and pedestrian connectivity to
adjacent streets help promote walkability and a sense of place for residents and the public a-lik
A logical street and sidewalk network is provided. Parking is provided along the external stree
with no parking located behind buildings.
The Oasis at Lake Bennet Preliminary Site Plan (PSP) will be developed by seven, four-sto
apartment buildings with some associated garage parking on three (3) lots within the Oco
Town Center. This development will have all the requisite infrastructure and ameniti
(swimming pool & clubhouse) including some open space for the public. Dedication of right -
way for the extension and construction of Richmond Avenue and Ocoee Town Cent
Boulevard will be provided in this development. All development will happen in one phase.
t
Access into the subject site will be provided through Bluford Avenue and the existing Mai
Street.
The Developer is requesting four (4) waivers from the Land Development Code (See sheet CO
The waivers are*
1) Minimum 2-Story buildings required in Sub -Area 2 of Target Area 1.
2) Two entrances required for each parcel.
3) Allowing Half Street.
4) All protected trees shall be replaced at a 4:1 ratio, in addition to required street
trees and parking lot landscaping.
Meeting Date', May 12, 2016
Page 3 of 3
The proposed waivers are justified per the waiver table. Staff does not object to the waivers
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The Development Review Committee (DRC) met on May 5, 2015, and reviewed the Prelimina
Site Plan for The Oasis at Lake Bennet Apartments. There were several issues to be address
from city staff that were identified in written staff comments and/or presented verbally. The
was some discussion on school concurrency, utilities, reuse water, open spac
firefighting/protection access and road phasing. All of the issues were discussed and changes
the plans were agreed upon. The applicant was also notified that review comments
transportation and development agreement are still forth coming and that all comments need
be resolved prior to the item being scheduled for City Commission meeting. When t
discussion was finished, the DRC voted to recommend approval of the Preliminary Site Pla
subject to the resolution of all staff comments,
STAFF RECOMMENDATION:
Staff supports the Preliminary Site Plan for The Oasis at Lake Bennet, subject to resolving st
comments before the City Commission meeting.
Attachments:
Location Nap;
Surrounding Zoning Map;
Aerial Map;
Garage elevation;
Preliminary Site Plan for Oasis otLake Bennet
Oasis at Lake Bennet Apartments
Location Map
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Oasis at Lake Bennet
Surrounding Zoning Map
Ocoee Community O eiopmenl
reoemoom
1 NW = Lle.Ce]]] Net
15075 0 10 300 050 Feet
Printed: May 2015
aSubject Property
Unincorporated Territory
® and Other Municipalities
Zoning Classification:
General Agricultural (A-1)
Suburban (A-2)
Single -Family Dwelling (R-1AAA)
Single -Family Dwelling (R-IAA)
Single -Family Dwelling (R-1A)
Single -Family Dwelling (R-1)
One- & Two -Family, Dwelling (R-2)
Multiple -Family Dwelling (R-3)
Mobile Home Subdivision (RT-1)
Professional Offices & Services (PS)
Neighborhood Shopping (C-1)
Community Commercial (C-2)
General Commercial (C-3)
Restricted Manufacturing
& Warehousing (1-1)
General Industrial (1-2)
Commercial (PUD)
Low Density (PUD)
Medium Density (PUD)
High Density (PUD)
Public Use (PUD)
Unclassified
Lakes and Water Bodies
II00/11161. .14ii1 and 28222061560300A
Location Mp
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LOCATION MAP
INTERR ANJ
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO FLORIDA 32804
PH 4076455008
FX 4076299124
MR
PICERNE DEVELOPMENT
1 AT L BENNETL
0 D Iflak 9mI
LEGAL DESCRIPTION
SEE BOUNDARY SURVEY
REVISION ISSUE LOG
REV ISSUE DATE I DESCRIPTION I AFFECTED SHEETS REMARKS I BY
1 1 3 24 15 1 CITY COMMENTS JALL I I CDB
OWNER CONSULTANTS
OWNER
COLONIAL BLUFORD LLC
4801 PGA BLVD
PALM BEACH GARDEN FL 33418
CONTACT ERICA STILLWELL
ARCHITECT
FORUM ARCHITECTURE INTERIOR DESIGN INC
745 ORIENTA AVENUE SUITE 1121
ALTAMONTE SPRING FL 32701
CONTACT KAREN V McINTYRE
CIVIL ENGINEER
INTERPLAN LLC
604 COURTLAND ST SUITE 100
ORLANDO FL 32804
CONTACT CHRIS BLURTON
INTENSITYDENSITY TRACKING TABLE
SHEET INDEX
SHT NO DESCRIPTION
CS COVER SHEET
CIVIL DRAWINGS
Co CIVIL DATA SHEET
C1 OVERALL DIMENSION PLAN
C11 S DIMENSION PLAN
C12 N DIMENSION PLAN
C2 OVERALL UTILITY PLAN
C21 S UTILITY PLAN
C22 N UTILITY PLAN
C3 OVERALL GRADING PLAN
C31 S GRADING PLAN
C32 N GRADING PLAN
A611 BUILDING TYPE 1 CONCEPTUAL STREET ELEVATION
A1761 CLUBHOUSE CONCEPTUAL ELEVATIONS
SURVEY
CZI1IWTII lA
NO DATE REMARKS
REVISIONS
1
Mir AY 7 2015
LOT
TOTAL AREAORTRACT
MAXIMUM ALLOWED INTENSITYDENSITY
MAX SF 30 FAR
2 MAX DENS11Y MAX BLENDED
416DUACINTENSITYDENSITY
PROPOSED INTENSITYDENSITY
MAX SF MAX DENSITY
MAX BLENDED
INTENSTIY DENSITY
LOT 1 93549 SF 280647 SF 34 276084 SF 34 DU 280647 SF 34 276084 SF 34 DU
LOT 2 61729 SF 185187 SF 23 182176 SF 23 DU 182176 SF 0 182176 SF 0 DU
LOT 3 46231 SF 138693 SF 17 136438 SF 17 DU 138693 SF 23 136438 SF 23 DU
LOT 4 46571 SF 139713 SF 17 137441 SF 17 DU 139713 SF 23 137441 SF 23 DU
LOT 5 118498 SF 355494 SF 44 349714 SF 44 DU 355494 SF 23 349714 SF 23 DU
LOT 6 367200 SF 1101600 SF 135 1083688 SF 135 DU 1101600 SF 256 1083688 SF 256 DU
TRACT A 22383 SF 67149 SF 8 66057 SF 8 DU 66057 SF 0 66057 SF 0 DU
TRACT B 24035 SF 72105 SF 9 70933 SF 9 DU 70933 SF 0 70933 SF 0 DU
TRACT C 37527 SF 112581 SF 14 110750 SF 14 DU 110750 SF 0 110750 SF 0 DU
TRACT D 13504 SF 40512 SF 5 39853 SF 5 DU 39853 SF 0 39853 SF 0 DU
TRACT E 26354 SF 79062 SF 10 77776 SF 10 DU 77776 SF 0 77776 SF 0 DU
TRACT G 73562 SF 220686 SF 27 217098 SF 27 DU 217098 SF 0 217098 SF 0 DU
TRACT H 31576 SF 94728 SF 12 93188 SF 12 DU 93188 SF 0 93188 SF 0 DU
TRACT F 12197 SF 36590 SF 4 35995 SF 4 DU 35995 SF 0 35995 SF 0 DU
TOTAL 974916 SF 2924747 SF 359 12877191 SF 359 DU 11 2909973 SF 359 2877191 SF 359 DU
1 THE FUTURE IAND USE ELEMENT OF CITY OF OCOEES COMPREHENSIVE PLAN CONTEMPLATES THAT CERTAIN FORMS OF HIGH DENSITY RESIDENTIAL HOUSING MAY BE fi
PERMITTED WITHIN THE COMMERCIAL FUTURE LAND USE DISTRICT WHEN ECONOMIC CONDITIONS DICTATE A LOWER INTENSITY USE WHEN THE DEVELOPMENT IS
COMPATIBLE AND INTEGRATED INTO THE SURROUNDING URBAN FRAMEWORK IN ADDITION FUTURE LAND USE ELEMENT POLICY 75 CONTEMPLATES THAT RESIDENTIAL
UNITS MAY BE CLUSTERED WITHIN A PROJECT IN GREATER DENSITIES THAN ALLOWABLE WITHIN THE LAND USE DESIGNATION AS LONG AS THE TOTAL PROJECT DOES
NOT EXCEED THE MAXIMUM DENSITY AS DESIGNATED ON THE FUTURE LAND USE MAP THE PURPOSE OF THIS INTENSITYDENSITY TRACKING TABLE IS TO ALLOW FOR
HIGH DENSITY RESIDENTIAL HOUSING TO BE CLUSTERED ON LOTS 3 4 AND 6 OF THE PROJECT WHILE ENSURING THAT THE PROJECT AS A WHOLE DOES NOT EXCEED
D
THE MAXIMUM RESIDENTIAL DENSITY OR THE MAXIMUM COMMERCIAL INTENSITY APPLICABLE UNDER THE COMPREHENSIVE PLAN
PICERNE2PERCITYOFOCOEECOMPREHENSIVEPLANFUTURELANDUSEELEMENTPOLICY110
3 PER CITY OF OCOEE COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT POLICY 110 DEVELOPMENT
4 MAXIMUM BLENDED INTENSITY IS CALCULATED BY SUBTRACTING THE MAXIMUM NUMBER OF MULTI FAMILY UNITS AFTER CONVERTING MULTI FAMILY UNITS TO OASIS AT
SHOPPING CENTIR SQUARE FOOTAGE BASED ON TRIPS FROM THE MAXIMUM COMMERCIAL SQUARE FOOTAGE ALLOWED THE CONVERSION OF MULTI FAMILY UNITS TO LAKE RENNETSHOPPINGCENTERSQUAREFOOTAGEISBASEDONPMPEAKHOURTRIPSUSINGTHEFOLLOWINGFORMULABASEDUPONITE9THEDITIONTRIPGENERATIONMANUAL
1 MULTI FAMILY DWELLING UNIT IS EQUIVALENT TO 1328 SQUARE FEET OF SHOPPING CENTER USE APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
cs
COVER SHEET
CHECKED CDB DRAWN JFH
U
3
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N
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0
LEGENDS PROPOSED
PROPOSED CONTOUR 7350
MEET EXISTING GRADE MEG
EDGE OF PAVEMENT EOP
SIDEWALK SW
GRADE BREAK GB
HIGH POINT HP
SPOT ELEVATION
DIRECTION OF FLOW AND 10
PERCENT SLOPE
STORM SEWER INLET
YARD DRAIN INLET so
DOWN SPOUT DRAINS D6D
SANITARY SEWER MANHOLE SS
GREASE TRAP C C
CLEANOUT CO
FORCE MAIN FM
WATER SERVICE w
WATER MAIN wi
FIRE HYDRANT
DDCVA Fe61
FDC
WATER METER
BACKFLOW PREVENTION DEVICE BFP 1
GATE VALVE D4
REDUCER D
UNDERGROUND TELEPHONE UGT
UNDERGROUND ELECTRIC UGE
SITE LIGHTING O
TRANSFORMER FT
PARKING SPACE TOTALS O
DETAIL NUMBER 2
SHEET NUMBER C4
ZONING B 3
CURRENT LAND USE VACANT
DEMOLITION NOTES
1 PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL
COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS
AREA CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON
EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION
2 THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL
STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS
TIMBER AND BRUSH EXCEPT AS OTHERWISE INDICATED STUMPS AND ROOTS
EXISTING PAVEMENT OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN
THE DRAWINGS
3 EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED A MINIMUM
DEPTH OF REMOVAL SHALL BE 2 FOOT BELOW SUBGRADE IN ROADWAY AREAS
AND TO ORIGINAL SOILS ELSEWHERE WHERE EXISTING BUILDINGS ARE TO BE
DEMOLISHED ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE
TO BE REMOVED UNLESS OTHERWISE NOTED ON PLANS THE CONTRACTOR IS
RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL
4 WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE
A PART OF CONNECTED FACILITIES THAT ARE OFF SITE RESTORATION OF ANY
DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS THE COST FOR SUCH RESTORATION SHALL BE
INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE
ALLOWED
5 THE LOCATION OF ALL EXISTING UTILITIES STORM DRAINAGE AND TREES
SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION
AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR THE OWNER OR
ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START
OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
EXSTTANCE LOCATION OF ALL STRUCTURES UTILITIES TREES SHOWN OR
NOT ON THE PLANS WHICH WOULD NEED TO BE REMOVED OR PRESERVED
6 THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL
OVERHEAD UNDERGROUND UTILITIES UTILITY POLES LIGHTS AND LINES IN THE
RIGHT OFWAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE
PROVIDER
7 THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND
LAND MARKERS DISTURBED DURING CONSTRUCTION UNDER THE DIRECTION OF
A FLORIDA REGISTERED LAND SURVEYOR
I
ih
UTILITY SEPARATION NOTES
1 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
A 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 FAC
B 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
C 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 FAC 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
D 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 38100652 FS AND
RULE 64E 6002 FAC
2 VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND
SANITARY OR STORM SEWERS WASTEWATER OR STORM WATER FORCE MAINS AND
RECLAIMED WATER PIPELINES
A 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 SIX
INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE
OUTSIDE OF THE OTHER PIPELINE HOWEVER IT IS PREFERABLE TO LAY THE WATER
MAIN ABOVE THE OTHER PIPELINE
B NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY
EXISTING OR PROPOSED PRESSURETYPE 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
C 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 STORM
WATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED
UNDER PART III OF CHAPTER 62 610 FAC AND AT LEAST SIX FEET FROM ALL
JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS WASTEWATER FORCE
MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART
III OF CHAPTER 62 610 FAC
3 SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER
MANHOLES
A NO WATER MAIN SHALL PASS THROUGH OR COME INTO CONTACT WITH
ANY PART OF A SANITARY SEWER MANHOLE
B EFFECTIVE AUGUST 28 2003 WATER MAINS SHALL NOT BE CONSTRUCTED
OR ALTERED TO PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF A
STORM SEWER MANHOLE OR INLET STRUCTURE
4 SEPARATION BETWEEN FIRE HYDRANT DRAINS 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 FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED
SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED
STORM SEWER STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED
WATER REGULATED UNDER PART III OF CHAPTER 62 610 FAC AT LEAST THREE
FEET AND PREFERABLY TEN FEET FROM ANY EXISTING OR PROPOSED VACUUM TYPE
SANITARY SEWER AT LEAST SIX FEET AND PREFERABLY TEN FEET FROM 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 FAC AND AT LEAST TEN FEET
FROM ANY EXISTING OR PROPOSED ON SITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM AS DEFINED IN SECTION 38100652 FS AND RULE 64E 6002 FAC
UTILITY NOTES
PRIOR TO COMMENCING ANY CONSTRUCTION THE CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING UTILITIES INCLUDING WITHOUT LIMITATION POTABLE WATER
RECLAIMED WATER SANITARY SEWER AND SERVICE UTILITIES AT POINTS OF
CONNECTION POINTS OF CROSSING ANDOR POTENTIAL CONFLICT NOTIFY
ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS
A GENERAL
1 THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS SEWERS
GAS LINES ETC SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE
INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR
THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND
COMPLETENESS IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT ALL
UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK
2 DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE ALL STORM SEWER
DRAINAGE WATER AND SANITARY SEWER MAINS SERVICES LATERALS
CONNECTIONS AND APPURTENANCES DEPICTED HEREIN UNLESS OTHERWISE
LOCATED BY DIMENSIONS REFLECT SCHEMATIC LOCATIONS ONLY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL
CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS INCLUDING
ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCYUTILITY
PROVIDER
3 ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL
AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE
4 CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION
TO DETECT APPARENT DEFECTS MARK DEFECTIVE MATERIALS WITH WHITE PAINT
AND PROMPTLY REMOVE FROM SITE
5 LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM CONNECTION TO
OFF SITE SYSTEM OR PUMP STATION TRUE TO GRADES AND ALIGNMENT
INDICATED WITH UNBROKEN CONTINUITY OF INVERTS PLACE BELL ENDS OR
GROOVE ENDS OF PIPING FACING UPSTREAM
6 CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS
WORK PROGRESSES MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH
JOINT AS IT IS COMPLETED PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT
WHENEVER WORK STOPS
7 MAINTAIN 36 COVER OVER MAINS AND 36 OVER SERVICESLATERALS
8 WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES INLETS
VAULTS AND OTHER STRUCTURES THE CONTRACTOR SHALL MODIFY THE
STRUCTURES FRAMES AND GRATES TO MEET THE PROPOSED GRADES UNLESS
OTHERWISE DIRECTED
9 SEE CITY STANDARDS FOR PIPELINE LOCATION DETAILS
10 WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL
BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH
AASHTO T99
11 CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER
PAVEMENT COORDINATE WITH GENERAL CONTRACTOR
12 ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITYSTORM
INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITYSTORM
CONSTRUCTION DEWATERING OF UTILITYSTORM TRENCHES MAY BE REQUIRED
TO PREVENT FLOTATION OF UTILITYSTORM PIPES DURING INSTALLATION
13 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS
COMPLETE FOR WATER WASTEWATER AND STORMWATER SYSTEMS SO TIMELY
CERTIFICATIONS MAY BE INITIATED SATISFACTORY BACTERIOLOGICAL TEST
RESULTS PRESSURE TEST RESULTS AND AN AS BUILT SURVEY SHALL BE
SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION
14 SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE
REQUIRED FOR JOINING DISSIMILAR MATERIALS
15 ALL BACKFLOW PREVENTERS SHALL BE PAINTED RED BLUE OR PURPLE
ACCORDING TO UTILITY
DISINFECTING TESTING NOTES
REFER TO CITY OF OCOEE ENGINEERING STANDARDS MANUAL SECTION 31 FOR
DISINFECTION AND TESTING PROCEDURES
GENERAL NOTES
A GENERAL
1 ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE LOCAL JURISDICTION OCOEE ENGINEERING
STANDARDS MANUAL AND WILL BE SUBJECT TO THEIR INSPECTION AND
ACCEPTANCE
2 SITE LOCATION NORTHEAST CORNER OF BWFORD SR 50 OCOEE FLORIDA
3 THIS SITE LIES IN FLOOD ZONE AE X FIRM PANEL 12095CO220F
DATED SEPTMBER 25 2009
4 BOUNDARY TOPOGRAPHIC AND TREE SURVEY BY ALLEN COMPANY
PROESSIONAL SURVEYORS MAPPERS 16 EAST PLANT STREET WINTER GARDEN FL
34787 PHONE 407 6545355
5 BENCHMARK REFER TO TOPOGRAPHIC SURVEY BY ALLEN COMPANY
PROFESSIONAL SURVEYORS MAPPERS
6 LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR AND IS
INCLUDED FOR PERMITTING AND APPROVAL PURPOSES AND AS A COURTESY FOR
THE CONTRACTOR INTERPLAN LLC ASSUMES NO LIABILITY FOR ITS ACCURACY
OR COMPLETENESS
7 SITE GEOTECHNICAL INVESTIGATION PERFORMED BY UNIVERSAL ENGINEERING
INTERPLAN LLC ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS ACCURACY
AND COMPLETENESS OF THEIR WORK THE CONTRACTOR SHALL OBTAIN A COPY
OF THE GEOTECHNICI1 ENGINEERS REPORT FOR THIS SITE AND COMPLY WITH
RECOMMENDATIONS CONTAINED THEREIN IF ADDITIONAL SERVICES ARE
REQUIRED THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER
8 NOT USED
9 THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS OF ALL
OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES WALLS
FOUNDATIONS LOGS SHRUBS BRUSH WEEDS OTHER VEGETATION AND
ACCUMULATION OF RUBBISH OF WHATEVER NATURE OFFSITE DISPOSAL
INCLUDING ANY HAZARDOUS MATERIAL ENCOUNTERED SHALL BE IN ACCORDANCE
WITH APPLICABLE LOCAL STATE AND FEDERAL RULES AND REGULATIONS
10 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF
CONSTRUCTION
11 THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN
CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN
CONSENT ANDOR APPROVAL FROM THE OWNER AND THE ENGINEER
12 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING
RIGHT OF WAY WITH THE CITY OF OCOEE AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION
1 13 SCS SOILS TAVARES FINE SAND I
1 14 STORMWATER MANAGEMENT IS PROVIDED BY DRY RETENTION I
15 THE CONTRACTOR SHALL RESTORE OFFSITE AREAS TO A CONDITION EQUAL
TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF
CONSTRUCTION
16 ALL DISTURBED AREAS SHALL BE SODDED
17 AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE
CONSTRUCTION THE FINAL CERTIFICATION PROCESS WILL BEGIN THE
CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION IN A TIMELY
MANNER TO ENGINEER INCLUDING WITHOUT LIMITATION
a SURVEYED AS BUILTS PER ASBUILT SURVEY SCOPE IN SECTION 3 OF
THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL
b COMPACTION AND DENSITY TEST REPORTS AND
c PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS AS
REQUIRED FOR WATER DISTRIBUTION ANDOR WASTEWATER
COLLECTIONTRANSMISSION SYSTEMS
THE CONTRACTOR SHALL HAVE TWO 2 SETS OF AS BUILT PLANS SIGNED AND
SEALED BY SURVEYOR OF RECORD ON SITE THE DAY OF THE CIVIL ENGINEERING
FINAL PUNCH LIST INSPECTION THE GENERAL CONTRACTOR IS TO GIVE THE
TWO AS BUILT PLANS TO THE REPRESENTATIVE FROM INTERPLAN COMPLETING
THE INSPECTION IF ANY DEFICIENCIES ARE NOTED ONE SET OF RED LINED
AS BUILT PLANS WIII BE GIVEN TO THE GC FOR REVISIONS TO BE MADE
REVISED AS GUILTS WILL NEED TO BE FORWARDED TO INTERPLAN BEFORE ANY
CERTIFICATIONS CAN BE INITIATED
18 ALL TRAFFIC CONTROL DEVICES EQUIPMENT AND INSTALLATION SHALL MEET
THE REQUIREMENTS OF THE LOCAL JURISDICTION AND OR FLORIDA DEPARTMENT
OF TRANSPORTATION
19 PARKING STALLS SHALL CONFORM WITH LOCAL CODE ACCESSIBLE PARKING
SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA
REQUIREMENTS
SITE DATA
OVERALL PROJECT AREA 566672 SF 1301 AC
PHASE I SITE AREA LOTS 3 do 4 992802 SF 2213 AC
IMPERVIOUS 552167 SF 556
BUILDING 116566 SF 118
PERVIOUS 224069 SF 226
PHASE III SITE AREA T 6 3367200 SF 8843 AC
IMPERVIOUS 1142570 SF 339
BUILDING 887222 SF 2247o
PERVIOUS 1137408 SF 337
FORMER TRACT E ROAD 1OCOEE TC DRIVE 227190 SF 0062 AC
TRACT H FROM CITY TO DEVELOPER 331576 SF 0072 AC
AREA TO BE DEDICATED TO ROAD 3 11826 SF 00
TRACT V PUBLIC ROAD 1 221736 SF 0050 AC
IMPERVIOUS 117530 SF 3358
PERVIOUS 331396 SF 6642
TRACT F PUBLIC ROAD 2 111997 SF 0028 AC
BUILDING SETBACKS
SOUTHWEST BLUFORD AVE
NORTH MAINE ST
EAST PUBLIC ROAD 3
INTERIOR OCOEE TOWN CENTER
PARKING REQUIRED
PER CRA STANDARDS
MIN 1 SPACEDU
MAX 25 SPACE DU
PARKING PROVIDED
REGULAR
HANDICAP
GARAGE
426
8
57
TOTAL
NOTE 22 SPACES ON STREET PARKING
491
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO FLORIDA 32804
PH 4076455008
FX 4076299124
SEAL
STUART ANDERSON PE
FL REG 60848
CONSULTANT
20 HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH
CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE
21 LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC
CONTROL DEVICES
22 ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB
23 ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE SEE
ARCHITECTURAL PLANS
24 ALL CURB RETURN RADII ARE 5 UNLESS NOTED
1
PSP WAIVER TABLE
tl tl
ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION APPROVED BY
COMMUNITY MINIMUM 2 STORY BUILDINGS REQUIRED IN SINGLE STORY BUILDINGS WILL BE ALLOWED FOR GARAGES AND THE MAJORITY OF THE CLUBHOUSE COMMUNITY BUILDING IS LOCATED IN
1 REDEVELOPMENT SUB AREA 2 COMMUNITY BUILDINGS SUB AREA 1 WHICH ONLY REQUIRES A 1 STORY BUILDING THE GARAGE
AREA IS AN ACCESSORY STRUCTURE AND IS NOT OCCUPIED
2 ENTRANCES ARE REQUIRED FOR EACH FOR A SINGLE BUILDING ONLY ONE VEHICULAR ENTRANCE SHALL BE FOR THE SINGLE RESIDENTIAL BUILDING EXCLUDING ACCESSORY
2 LDC DEVELOPMENT REQUIRED STRUCTURES TO BE DEVELOPED ON LOTS 3 4 A SINGLE VEHICLE
ENTRANCE IS APPROPRIATE AS LONG AS SUFFICIENT PEDESTRIAN
CONNECTIONS ARE PROVIDED AND VEHICLES ARE ABLE TO CIRCULATE
THROUGHOUT THE PARKING LOT
THE REMAINDER OF THE STREET WILL BE PLATTED WITH THE ADJACENT
3 LDC ART VI
HALF STREETS SHALL BE PROHIBITED EXCEPT A HALF STREET WILL BE ALLOWED FOR RICHMOND AVE PUBLIC ROAD DEVELOPMENT TO THE EAST THE APPROVED DEVELOPMENT AGREEMENT
WHERE A PREVIOUSLY PLATTED HALF STREET ABUTS PER THE DEVELOPMENT AGREEMENT FOR OCOEE TOWN CENTER REQUIRES CONSTRUCTION ONLY TO THE EXTENT INCLUDED IN THESEC62A9ATRACTTOBESUBDIVIDEDAPPLICABLEPHASE
4 LDC ART VI
ALL PROTECTED TREES SHALL BE REPLACED AT A SEE ATTACHED PRELIMINARY LANDSCAPE PLAN THE REQUIRED REPLACEMENT TREES CAN NOT PHYSICALLY BE FIT ON THE
SEC 6 1OB 41 RATIO IN ADDITION TO REQUIRED STREET SITE AND ARE NOT COMPATIBLE WITH THE URBAN DESIGN REQUIRED
TREES AND PARKING LOT LANDSCAPING
GC NOTE
A COPY OF THIS SHEEP CO SHALL BE PROVIDED
TO ALL BIDDERS AND SUB CONTRACTORS
I
UTILITY CONTACTS
WATER CITY OF OCOOE ENGINEERING DEPARTMENT
SEWER 150 N LAKESHORE DRIVE
STORM OCOEE FLORIDA 34761
REUSE PH 407 905 3100
STORM ST JOHN RIVER WATER MANAGEMENT DISTRICT SJRWMD
DRAINAGE 601 3 LAKE DESTINY RD SUITE 200
MAITLAND FLORIDA 32851
PH 407 659 4800
CONTACT RICHARD SOBCZAK
ELECTRIC DUKE ENERGY
452 E CROWN POINT RD
WINTI7R GARDEN FLORIDA 34787
PH 407 905 3303
CONTACT JEFF ZAHARIAS
TELEPHONE CENTURY LINK
500 N ORANGE AVE
ORLANDO FLORIDA 32801
PH 9407 282 3151
CONTACT CINDY HOPCRAFT
NOTE PER FLORIDA STATUE 556 THE CONTRACTOR IS REQUIRED TO CALL
SUNSHINE STATE ONE CALL 811 TWO FULL BUSINESS DAYS PRIOR TO ANY
EXCAVATION
JUSTIFICATION STATEMENT
THE PROJECT WILL CREATE A FIRST CLASS RESIDENTAL DEVELOPMENT WITHIN A
PORTION OF THE COMMUNITY REDEVELOPMENT AREA AND THE OCOEE TOWN
CENTER
THE PROPOSED RESIDENTIAL DEVELOPMENT IS DESIGNED TO COMPLEMENT
FUTURE RETAIL COMMERCIAL OFFICE AND RESIDENTAL DEVELOPMENT CREATING
A TRUE MULTI USE WALKABLE URBAN COMMUNITY WITHIN THE CRA BUILDINGS
ARE DESIGNED TO BE FOUR STORIES WITH AWNINGS ON THE STREET SIDE AND
HAVE BEEN PUSHED AGAINST THE PROPERTY LINES TO CREATE AN URBAN
STREETSCAPE WIDE SIDEWALKS WITH TREE WELLS OPEN GREEN SPACES A
PUBLIC PARK AND PEDESTRIAN CONNECTIVITY TO ALL ADJACENT STREETS HELP
PROMOTE WALKABIL11Y AND A SENSE OF PLACE FOR RESIDENTS AND THE
PUBLIC ALIKE
NO DATE REMARKS
REVISIONS
PICERNE
DEVELOPMENT
OASIS AT
LAIC BENNET
APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
co
GENERAL NOTES
CHECKED CDB DRAWN JFH
25 FT
3 FT
3 FT
3 FT
N917J
25 FT
10 FT
40 FT
8 FT
3021 298 SPACES MIN
30225 745 SPACES MAX
U
g
0
N
O
cc
0
GC NOTE
A COPY OF THIS SHEEP CO SHALL BE PROVIDED
TO ALL BIDDERS AND SUB CONTRACTORS
I
UTILITY CONTACTS
WATER CITY OF OCOOE ENGINEERING DEPARTMENT
SEWER 150 N LAKESHORE DRIVE
STORM OCOEE FLORIDA 34761
REUSE PH 407 905 3100
STORM ST JOHN RIVER WATER MANAGEMENT DISTRICT SJRWMD
DRAINAGE 601 3 LAKE DESTINY RD SUITE 200
MAITLAND FLORIDA 32851
PH 407 659 4800
CONTACT RICHARD SOBCZAK
ELECTRIC DUKE ENERGY
452 E CROWN POINT RD
WINTI7R GARDEN FLORIDA 34787
PH 407 905 3303
CONTACT JEFF ZAHARIAS
TELEPHONE CENTURY LINK
500 N ORANGE AVE
ORLANDO FLORIDA 32801
PH 9407 282 3151
CONTACT CINDY HOPCRAFT
NOTE PER FLORIDA STATUE 556 THE CONTRACTOR IS REQUIRED TO CALL
SUNSHINE STATE ONE CALL 811 TWO FULL BUSINESS DAYS PRIOR TO ANY
EXCAVATION
JUSTIFICATION STATEMENT
THE PROJECT WILL CREATE A FIRST CLASS RESIDENTAL DEVELOPMENT WITHIN A
PORTION OF THE COMMUNITY REDEVELOPMENT AREA AND THE OCOEE TOWN
CENTER
THE PROPOSED RESIDENTIAL DEVELOPMENT IS DESIGNED TO COMPLEMENT
FUTURE RETAIL COMMERCIAL OFFICE AND RESIDENTAL DEVELOPMENT CREATING
A TRUE MULTI USE WALKABLE URBAN COMMUNITY WITHIN THE CRA BUILDINGS
ARE DESIGNED TO BE FOUR STORIES WITH AWNINGS ON THE STREET SIDE AND
HAVE BEEN PUSHED AGAINST THE PROPERTY LINES TO CREATE AN URBAN
STREETSCAPE WIDE SIDEWALKS WITH TREE WELLS OPEN GREEN SPACES A
PUBLIC PARK AND PEDESTRIAN CONNECTIVITY TO ALL ADJACENT STREETS HELP
PROMOTE WALKABIL11Y AND A SENSE OF PLACE FOR RESIDENTS AND THE
PUBLIC ALIKE
NO DATE REMARKS
REVISIONS
PICERNE
DEVELOPMENT
OASIS AT
LAIC BENNET
APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
co
GENERAL NOTES
CHECKED CDB DRAWN JFH
25 FT
3 FT
3 FT
3 FT
N917J
25 FT
10 FT
40 FT
8 FT
3021 298 SPACES MIN
30225 745 SPACES MAX
U
g
0
N
O
cc
0
NOTE PER FLORIDA STATUE 556 THE CONTRACTOR IS REQUIRED TO CALL
SUNSHINE STATE ONE CALL 811 TWO FULL BUSINESS DAYS PRIOR TO ANY
EXCAVATION
JUSTIFICATION STATEMENT
THE PROJECT WILL CREATE A FIRST CLASS RESIDENTAL DEVELOPMENT WITHIN A
PORTION OF THE COMMUNITY REDEVELOPMENT AREA AND THE OCOEE TOWN
CENTER
THE PROPOSED RESIDENTIAL DEVELOPMENT IS DESIGNED TO COMPLEMENT
FUTURE RETAIL COMMERCIAL OFFICE AND RESIDENTAL DEVELOPMENT CREATING
A TRUE MULTI USE WALKABLE URBAN COMMUNITY WITHIN THE CRA BUILDINGS
ARE DESIGNED TO BE FOUR STORIES WITH AWNINGS ON THE STREET SIDE AND
HAVE BEEN PUSHED AGAINST THE PROPERTY LINES TO CREATE AN URBAN
STREETSCAPE WIDE SIDEWALKS WITH TREE WELLS OPEN GREEN SPACES A
PUBLIC PARK AND PEDESTRIAN CONNECTIVITY TO ALL ADJACENT STREETS HELP
PROMOTE WALKABIL11Y AND A SENSE OF PLACE FOR RESIDENTS AND THE
PUBLIC ALIKE
NO DATE REMARKS
REVISIONS
PICERNE
DEVELOPMENT
OASIS AT
LAIC BENNET
APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
co
GENERAL NOTES
CHECKED CDB DRAWN JFH
25 FT
3 FT
3 FT
3 FT
N917J
25 FT
10 FT
40 FT
8 FT
3021 298 SPACES MIN
30225 745 SPACES MAX
U
g
0
N
O
cc
0
9
MOM
b Gpt3
COMMUNITY COMMERCIAL
C 2
WAY TO BE
DRPUBLIC ROAD 3
STUART ANDERSON PE
FL REG 60848
CONSULTANT
III
G to
f k
so
OVERALL SITE DIMENSION PLAN
GENERAL COMMERCIAL
C 3
1 801
TRACT G
169 AC
i
i
r
s
co
Z
I
o 1
zi 1
m o
w
2
w a
STATE ROAD 50
Je
TRACT 1
1287 AC
I
NO DATE REMARKS
REVISIONS
PICERNE
DEVELOPMENT
OASIS AT
LAKE BENNET
APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
c 1
OVERALL SITE DIMENSION
PLAN
CHECKED CDB DRAWN JFH
t
U
z
g
Cw
I
s
N
O
cD
NOTE IffERPLAM
302 STREET TREES 1 PER DU REQUIRED THE DEVELOPER WILL PLANT AS
MANY OF THESE TREES AS POSSIBLE ON SITE DUE TO THE URBAN NATURE
OF THE DEVELOPMENT NOT ALL OF THESE TREES CAN BE ACCOMMODATED ON ARCHITECTURE
SITE ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO FLORIDA 32804
PH 4076455008
FX 4076299124 r
SEAL
STUART ANDERSON PE
FL REG 60848
CONSULTANT
III
G to
f k
so
OVERALL SITE DIMENSION PLAN
GENERAL COMMERCIAL
C 3
1 801
TRACT G
169 AC
i
i
r
s
co
Z
I
o 1
zi 1
m o
w
2
w a
STATE ROAD 50
Je
TRACT 1
1287 AC
I
NO DATE REMARKS
REVISIONS
PICERNE
DEVELOPMENT
OASIS AT
LAKE BENNET
APARTMENTS
PROJECT NO 20140309
DATE 11 21 14
c 1
OVERALL SITE DIMENSION
PLAN
CHECKED CDB DRAWN JFH
t
U
z
g
Cw
I
s
N
O
cD
L 4
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l
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N
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G O O
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i N 89 565 W
TRAFFIC CONTROL SIGNAGE
O DIRECTIONAL ARROW
O HANDICAP PAVEMENT SYMBOLS
O HANDICAP SIGN
T 24 WIDE WHITE STOP BAR TYP
O PAVEMENT STRIPING 4 WHITE TYP
O 3 W
a S8 56WE 41617 41670 D
6 24 WIDE WHITE CROSSWALK STRIPING
M 5 BE
lj O 30 STOP SIGN R1 1W
LSE N89S650W
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DEVELOPMENT OF LOT 5
I PROPOSED ADDITIONAL
0 l0 y f LANDSCAPING AROUND POND FOR ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO MANUAL ON UNIFORM
y 7 5 PROPOSED PARK PUBLIC SPACE ENHANCEMENT TRAFFIC CONTROL DEVICES BY THE US DEPARTMENT OF TRANSPORTATION
o O AREA WITH FEDERAL HIGHWAY ADMINISTRATION
G21jO96 r 1 I BENCHES
AST OFGamOCOEETOWNCENIS PHASE I
13 8 SITE NOTES
PQ T HANDICAP RAMP
g 3 I 2 SIDEWALK RAMP
3 4
R3 3T CURB GUTTER
r i r
7 VACANT WMED
f 9
4 MONOLITHIC CURB AND SIDEWALK
2
R4 9 R3
A ip R6 pc a CONCRETE SIDEWALK
12 6 DUMPSTER ENCLOSURE COMPACTOR
i 5
Ij
5 39
10 aa 6
1
8 7 CONCRETE APRONTs
R 7 to 7
2 9 T BOLLARD
4 5
Lil
91 a ASPHALT PAVEMENT
r
r 5
r R 5
R4
10 EXISTING OR PROPOSED FIRE HYDRANT
R3
11 DRAINAGE STRUCTURESr
EXISTING SIGN r r r rr r 6G2sA 1 3
d 11 10 9
R4
AND OPEN SPACE 90F 10
3
AREA Tr s 5 10 12 VEHICLE ENTRANCE EXIT GATE
R4 g F13 DECORATIVE METAL FENCE WITH STUCCO COLUMNS
EXISTING 3 t KNEE WALL TO3E 14 MAINTENANCE BUILDING
REMOVED AND REPLACED WITH r r
3 D
6 W 283rrg
DECORATIVE METAL FENCE WITH r
r 5 a
sr j61 1 I UNE 66 46
COLUMNS r r yQ
TRACT A
OOOEE TOWN CENTER PHASE I
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ED
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11
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U1FiLY i YvLtB kL rtksa eu
T
ARCHITECTURE
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INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO FLORIDA 32804
PH 4076455008
FX 4076299124
SEAL
STUART ANDERSON PE
FL REG 60848
CONSULTANT
NO DATE REMARKS
REVISIONS
DECORATIVE METAL FENCE DETAIL
TRAFFIC CONTROL & SIGNAGE
O DIRECTIONAL ARROW
O HANDICAP PAVEMENT SYMBOLS
----r"' O HANDICAP SIGN
4 24" WIDE WHITE STOP BAR (TYP.)
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.. m `'.r r d.'. m O CROSSWALK BRICK PATTERN THERMOPLASTIC
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4 SPACES 4 4 SPACES 8 ° . 7 - ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM
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�• TRAFFIC CONTROL DEVICES BY THE U.S DEPARTMENT OF TRANSPORTATION
0
b Go?&0§5
� 3 6
81
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0 46 UNITS X 46 UNITS
rn
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1 ' R4' 4' R — ..
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L7 4 478❑0or
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4 10 7 I� _ N 4 € a WHEEL STOP
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-- ' 10 DRAINAGE STRUCTURES
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6 / \ ! 39.09 1=20 - g 1 2 €
0 € 11 VEHICLE GATE
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13 6 �✓� R3' n?01€ 13 DECORATIVE METAL FENCE WITH STUCCO COLUMNS
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PARCEL. 3 € �
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` 2 �' C, I OCOEE TOM CENTER PHASE I � ^ i4
O ° J�J t AND LEGENDS, IN ADDITION
SPECIFICATIONS,
+ POND #2 TO SITE —SPECIFIC NOTES AND REQUIREMENTS.
ar ` STORAGE @ ELEV. 124.0=1.0 ac-ff_
` F .,._
13
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!'
I NORTH
O OCOEE WN v"i _ ASE I I
GRAPHIC SCALE
R3'
NORTH SITE DIMENSION PLAN
1 "=40'
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO, FLORIDA 32804
PH 407.645.5008
FX 407,629.9124
SEAL:
STUART ANDERSON, P.E.
FL. REG. #60848
CONSULTANT:
NO DATE REMARKS
REVISIONS
DEVELOPMENT
OASIS AT
LAKE BENNET
APARTMENTS
PROJECT NO: 2014,0309
DATE: 11-21-14
C1.2
NORTH SITE DIMENSION
PLAN
CHECKED: CDB DRAWN: JFH
U
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3
ac
7
v
0
N
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SS
C\c;
0
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4 SEWR MH
RIM12317
N
N 89'565C�IftIM62W i
low
4
W W
416.70' (0)
iTAWRY
. . ... ... .... .. --------
_7
PROPOSED F.H.
10 SANITAR v,
5' BERM
NW Ift I
U,
Z//, 10 SEWER MH
IN E INV, 1 4 ..% , * ; -
RIM
PA Rre N INN-106.92
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EXISTING FIRE
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— - — - — - — - — - — - ---
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V
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CURB INLET
TOP-125,M
NW W14 .1.1T7
SW INN 121.37
R8 I PROPOSED RECLAIMED WATER SERVICE
CONNECT TO EXISTING RECLAIM STUB —OUT
71 3� 1 WIL
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SERVICE TYP. IN SANITARY
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INLET
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TOP.1133 ts
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SOUTH SITE UTILITY PLAN
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0
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ri
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4
40
0 40 80
GRAPHIC SCALE
1PffERPLM§
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
604 COURTLAND STREET
SUITE 100
ORLANDO, FLORIDA 32804
PH 407,645,5008
FX 407.629.9124
SEAL:
STUART ANDERSON, P.E.
FL. REG. #60848
CONSULTANT:
NO DATE REMARKS
REVISIONS
PICERNE
BUMD UnnES NOTE
DEVELOPMENT
BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION
BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES
OASIS AT
AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST
LAKE RENNET
ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS
DRAWING. USE EXTREME CAUTION DURING EXCAVATION
APARTMENTS
PROCEDURES AND CONTACT SUNSHINE STATEONE. 0
1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES
PRIOR TO EXCAVATION OPERATIONS.
PROJECT NO: 2014.0309
Always call 811 two full business days before you dig
DATE: 11-21-14
00
C2ml
SOUTH SITE UTILITY
PLAN
CHECKED: CDB DRAWN: JFH
0
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lv�
P 0 N D #3
SAC%E (a _viV. 117.:_}:,
STORM
SEM MIS
RI�A,1
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MDE
745 orienta avenue suite 1121
altamonte springs fl 32701
phone 4078301400
fax 4078304143
AA0002731
wwwforumarchitecturecom
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SET DISTRIBUTIONS
SHEET REVISIONS
LEGAL DESCRIPTION PER TITLE COMMITMENT
PARCEL 1
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 14 OF SECTION 20 TOWNSHIP 22 SOUTH RANGE 28 EAST ORANGE COUNTY FLORIDA
THENCE RUN N002927 W ALONG THE WEST LINE OF SAID SOUTHWEST 14 A DISTANCE OF 138317 FEET TO THE SOUTHWEST CORNER OF THE
SOUTH 12 OF THE NORTHWEST 14 OF THE SOUTHWEST 14 OF SAID SECTION 20 THENCE S894052 E ALONG THE SOUTH LINE OF SAID SOUTH
12 A DISTANCE OF 132948 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 20 THENCE
S003050 E ALONG SAID EAST LINE A DISTANCE OF 5860 FEET FOR A POINT OF BEGINNING THENCE CONTINUE S003050 E ALONG SAID EAST
LINE A DISTANCE OF 49733 FEET THENCE S895650E A DISTANCE OF 41670 FEET THENCE S001134 E ALONG THE WEST LINE OF THE LANDS
DESCRIBED IN OFFICIAL RECORDS BOOK 10384 PAGE 7881 PUBLIC RECORDS OF ORANGE COUNTY FLORIDA A DISTANCE OF 39255 FEET THENCE
RUN THE FOLLOWING THREE 3 COURSES AND DISTANCES ALONG THE NORTH LINE OF TRACT A OCOEE TOWN CENTER PHASE I ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 77 PAGES 37 THROUGH 41 PUBLIC RECORDS OF ORANGE COUNTY FLORIDA 1 S894826 W A
DISTANCE OF 26333 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 12150 FEET A CHORD BEARING OF
N650729 W AND A CHORD DISTANCE OF 10296 FEET 2 NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
500810 A DISTANCE OF 10632 FEET 3 N400324W A DISTANCE OF 15985 FEET THENCE RUN THE FOLLOWING FOUR 4 COURSES AND
DISTANCES ALONG THE BOUNDARY OF TRACT B SAID OCOEE TOWN CENTER PHASE I 1 N495636 E A DISTANCE OF 6852 FEET 2
N000310 E A DISTANCE OF 14906 FEET 3 N895650 W A DISTANCE OF 12760 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 12750 FEET A CHORD BEARING OF S732503 W AND A CHORD DISTANCE OF 7300 FEET 4 SOUTHWESTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 331615 A DISTANCE OF 7404 FEET THENCE N400324W A DISTANCE OF 7032 FEET TO
A NON TANGENT POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 19750 FEET A CHORD BEARING OF S520852 W AND A
CHORD DISTANCE OF 1519 FEET THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 042431 A
DISTANCE OF 1520 FEET THENCE S495636 W A DISTANCE OF 29532 FEET TO THE EASTERLY RIGHTOF WAY LINE OF SOUTH BLUFORD AVENUE
THENCE RUN THE FOLLOWING THREE 3 COURSES ALONG SAID EASTERLY RIGHT OFWAY LINE 1 N400324W A DISTANCE OF 1230 FEET TO A
POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 573572 FEET A CHORD BEARING OF N380413 W AND A CHORD DISTANCE
OF 39765 2 NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 035823 A DISTANCE OF 39773 FEET 3
N360216 W A DISTANCE 31393 FEET TO THE SOUTHERLY RIGHTOFWAY LINE OF MAINE STREET THENCE RUN THE FOLLOWING FIVE 5 COURSES
ALONG SAID SOUTHERLY RIGHTOFWAY LINE 1 N535003 E A DISTANCE OF 3487 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY
HAVING A RADIUS OF 46000 FEET A CHORD BEARING OF N720541 E AND A CHORD DISTANCE OF 28827 FEET 2 NORTHWESTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 363116 A DISTANCE OF 29321 FEET 3 S89 38 41 E A DISTANCE OF 40961 FEET TO A
POINT ON A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 89000 FEET A CHORD BEARING OF N865119 E AND A CHORD DISTANCE OF
10867 FEET 4 WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 070000 A DISTANCE OF 10873 FEET 5
N832120 E A DISTANCE OF 8321 FEET TO THE POINT OF BEGINNING
LESS
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 14 OF SECTION 20 TOWNSHIP 22 SOUTH RANGE 28 EAST ORANGE COUNTY FLORIDA
THENCE N002927 W ALONG THE WEST LINE OF SAID SOUTHWEST 14 A DISTANCE OF 138317 FEET TO THE SOUTHWEST CORNER OF THE SOUTH
12 OF THE NORTHWEST 14 OF SAID SOUTHWEST 14 THENCE S894052 E ALONG THE SOUTH LINE OF SAID SOUTH 12 A DISTANCE OF 132948
FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 20 THENCE S003050 E ALONG SAID EAST
LINE A DISTANCE OF 5860 FEET FOR A POINT OF BEGINNING THENCE S003050 E CONTINUE ALONG SAID EAST LINE A DISTANCE OF 6275 FEET
THENCE N893002 W A DISTANCE OF 54163 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 63758
FEET A CHORD BEARING OF N815510 W A CHORD DISTANCE OF 16920 FEET RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 151500 A DISTANCE OF 16970 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING
A RADIUS OF 18178 FEET A CHORD BEARING OF N770525 W A CHORD DISTANCE OF 1916 FEET RUN THENCE NORTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 060233 A DISTANCE OF 1917 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 46000 FEET A CHORD BEARING OF N822256 E A CHORD DISTANCE OF 12761 FEET RUN THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 155646 A DISTANCE OF 12802 FEET THENCE S893841 E A
DISTANCE OF 40961 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 89000 FEET A CHORD
BEARING OF N865119 E A CHORD DISTANCE OF 10867 FEET RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 070000 A DISTANCE OF 10873 FEET THENCE N832120 E A DISTANCE OF 8321 FEET TO THE POINT OF BEGINNING
PARCEL 2
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 14 OF SECTION 20 TOWNSHIP 22 SOUTH RANGE 28 EAST ORANGE COUNTY FLORIDA
THENCE N002927 W ALONG THE WEST LINE OF SAID SOUTHWEST 14 A DISTANCE OF 138317 FEET TO THE SOUTHWEST CORNER OF THE SOUTH
12 OF THE NORTHWEST 14 OF SAID SOUTHWEST 14 THENCE S8940 52 E ALONG THE SOUTH LINE OF SAID SOUTH 12 A DISTANCE OF 132948
FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 20 THENCE S003050E ALONG SAID EAST
LINE A DISTANCE OF 5860 FEET FOR A POINT OF BEGINNING THENCE S003050E CONTINUE ALONG SAID EAST LINE A DISTANCE OF 6275 FEET
THENCE N893002 W A DISTANCE OF 54163 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 63758
FEET A CHORD BEARING OF N815510W A CHORD DISTANCE OF 16920 FEET RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 151500 A DISTANCE OF 16970 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING
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OF SAID CURVE THROUGH A CENTRAL ANGLE OF 060233 A DISTANCE OF 1917 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 46000 FEET A CHORD BEARING OF N822256 E A CHORD DISTANCE OF 12761 FEET RUN THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 155646 A DISTANCE OF 12802 FEET THENCE S893841 E A
DISTANCE OF 40961 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 89000 FEET A CHORD
BEARING OF N865119 E A CHORD DISTANCE OF 10867 FEET RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 070000 A DISTANCE OF 10873 FEET THENCE N832120 E A DISTANCE OF 8321 FEET TO THE POINT OF BEGINNING
1
TRACT B OCOEE TOWN CENTER PHASE I ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 77 PAGES 37 THROUGH 41 OF THE PUBLIC
RECORDS OF ORANGE COUNTY FLORIDA
CONTAINING 1396 ACRES MORE OR LESS
PARCEL 4
LOTS 3 AND 4 OCOEE TOWN CENTER PHASE I ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 77 PAGES 37 THROUGH 41 OF THE
PUBLIC RECORDS OF ORANGE COUNTY FLORIDA
CONTAINING 213 ACRES MORE OR LESS
SCHEDULE BII PART 11 EXCEPTIONS
9 UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY INC RECORDED SEPTEMBER 20 1984 IN BOOK 3556 PAGE 1434 AND BOOK
3556 PAGE 1437 ASSIGNMENT OF EASEMENT INTEREST IN FAVOR OF THE CITY OF OCOEE RECORDED DECEMBER 31 1987 IN BOOK 3947
PAGE 739 AFFECTS SUBJECT PROPERTY AS SHOWN HEREON
10 UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY INC RECORDED NOVEMBER 13 1984 IN BOOK 3576 PAGE 1183 AFFECTS
SUBJECT PROPERTY AS SHOWN HEREON
11 UTILITY EASEMENT IN FAVOR OF PRIMA VISTA UTILITY COMPANY INC RECORDED AUGUST 8 1985 IN BOOK 3673 PAGE 2167 ASSIGNMENT OF
EASEMENT INTERESTS IN FAVOR OF THE CITY OF OCOEE RECORDED DECEMBER 31 1987 IN BOOK 3947 PAGE 739 AFFECTS SUBJECT
PROPERTY AS SHOWN HEREON
12 INTENTIONALLY DELETED
13 SEWER AGREEMENT BY AND BETWEEN PRIMA VISTA UTILITY COMPANY INC BML INVESTMENTS AND JEROME FEINSTEIN RECORDED JANUARY 20
1987 IN BOOK 3854 PAGE 2564 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
14 SEWER SERVICE TERRITORIAL AGREEMENT BY AND BETWEEN ORANGE COUNTY AND PRIMA VISTA UTILITY COMPANY INC RECORDED JUNE 10
1987 IN BOOK 3894 PAGE 1363 FIRST AMENDMENT RECORDED FEBRUARY 23 1994 IN BOOK 4702 PAGE 2589 AMENDMENT RECORDED
OCTOBER 20 1992 IN BOOK 4476 PAGE 1320 SECOND AMENDMENT RECORDED DECEMBER 7 1999 IN BOOK 5896 PAGE 3531 THIRD
AMENDMENT RECORDED JANUARY 11 2002 IN BOOK 6432 PAGE 2130 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
15 SPECIAL SEWER SERVICE AVAILABILITY AGREEMENT BY AND BETWEEN PRIMA VISTA UTILITY COMPANY INC CAMBRIA PARTNERSHIP AND
CYPRESS CREEK NURSERY INC RECORDED MAY 22 1987 IN BOOK 3889 PAGE 330 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY
SHOWN HEREON
16 DEVELOPERS AGREEMENT BY AND BETWEEN THE CITY OF OCOEE CAMBRIA PARTNERSHIP AND CYPRESS NURSERY INC RECORDED DECEMBER
31 1987 IN BOOK 3947 PAGE 1188 AMENDMENT RECORDED OCTOBER 20 1992 IN BOOK 4476 PAGE 1320 AFFECTS SUBJECT PROPERTY BUT
NOT GRAPHICALLY SHOWN HEREON
17 WASTE WATER DEVELOPERS AGREEMENT BY AND BETWEEN THE CITY OF OCOEE BML INVESTMENTS AND JEROME FEINSTEIN RECORDED
DECEMBER 31 1987 IN BOOK 3947 PAGE 1429 AMENDMENT RECORDED DECEMBER 20 1992 IN BOOK 4476 PAGE 1320 AFFECTS SUBJECT
PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
18 CITY OF OCOEE DEVELOPMENT AGREEMENT BY AND BETWEEN BML INVESTMENTS AND THE CITY OF OCOEE RECORDED JUNE 1 1989 IN BOOK
4085 PAGE 105 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
19 CONSTRUCTION AGREEMENT BY AND BETWEEN THE CITY OF OCOEE AND WEST 50 WATER LINE INC RECORDED 4102 PAGE 336 AFFECTS
SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
20 WATER SERVICE TERRITORIAL AGREEMENT BY AND BETWEEN ORANGE COUNTY AND THE CITY OF OCOEE RECORDED AUGUST 1 1989 IN BOOK
4102 PAGE 367 FIRST AMENDMENT RECORDED FEBRUARY 23 1994 IN BOOK 4702 PAGE 2576 SECOND AMENDMENT RECORDED JANUARY 11
2002 IN BOOK 6432 PAGE 2116 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
21 EASEMENT AGREEMENT BY AND BETWEEN CAMBRIA AND THE CITY OF OCOEE RECORDED MAY 15 1991 IN BOOK 4287 PAGE 2313 AFFECTS
SUBJECT PROPERTY AS SHOWN HEREON
22 EASEMENT AGREEMENT BY AND BETWEEN WILLIAM E COLBURN AND LIESER M COLBURN HIS WIFE AND THE CITY OF OCOEE RECORDED MAY 15
19911N BOOK 4287 PAGE 2317 AFFECTS SUBJECT PROPERTY AS SHOWN HEREON
23 DEVELOPMENT AGREEMENT BY AND BETWEEN WILLIAM E COLBURN AND JOHN D COLBURN CCN INVESTMENTS INC FORMERLY KNOWN AS
CYPRESS CREEK NURSERY INC AND THE CITY OF OCOEE RECORDED NOVEMBER 24 1998 IN BOOK 5623 PAGE 2313 ADDENDUM TO
AGREEMENT RECORDED FEBRUARY 23 2011 IN BOOK 10176 PAGE 7236 FIRST AMENDMENT RECORDED AUGUST 25 2011 IN BOOK 10258 PAGE
8199 AFFECTS SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY SHOWN HEREON
24 RESOLUTION NO 99 08 VACATING A PORTION OF RICHMOND AVENUE RECORDED FEBRUARY 23 1999 IN BOOK 5689 PAGE 830 AFFECTS
SUBJECT PROPERTY AS SHOWN HEREON
25 RECIPROCAL EASEMENT AGREEMENT WITH COVENANTS CONDITIONS AND RESTRICTIONS EXECUTED BY WIN OCOEE LTD RECORDED FEBRUARY 11
2005 IN BOOK 7825 PAGE 3817 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
26 LEASE AGREEMENT BY AND BETWEEN WIN OCOEE LTD LANDLORD AND OUTBACK STEAKHOUSE OF CENTRAL FLORIDA 11 LTD TENANT AS
EVIDENCED BY THE SUBORDINATION NON DISTURBANCE AGREEMENT RECORDED FEBRUARY 11 2005 IN BOOK 7825 PAGE 3909 AFFECTS
SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
27 REAFFIRMA11ON AND POST CLOSING AGREEMENT BY AND BETWEEN WIN OCOEE LTD WGML INVESTMENTS LTD AND JDF REAL ESTATE
INVESTMENTS LTD RECORDED MAY 4 2005 IN BOOK 7951 PAGE 3163 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
28 DEVELOPMENT AGREEMENT OCOEE TOWN CENTER BY AND BETWEEN COLONIAL BUFORD LLC AND THE CITY OF OCOEE RECORDED DECEMBER 15
2011 IN BOOK 10307 PAGE 396 AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
29 DECLARATION OF COVENANTS CONDITIONS RESTRICTIONS AND EASEMENTS OF OCOEE TOWN CENTER WHICH CONTAINS PROVISIONS FOR A
PRIVATE CHARGE OR ASSESSMENTS RECORDED MAY 31 2012 IN BOOK 10384 PAGE 7793 BUT DELETING ANY COVENANT CONDITION OR
RESTRIC11ON INDICATING A PREFERENCE LIMITATION OR DISCRIMINATION BASED ON RACE COLOR RELIGION SEX HANDICAP FAMILIAL STATUS
OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS CONDITIONS OR RESTRIC1IONS VIOLATE 42 USC 3604C AFFECTS SUBJECT PROPERTY
BUT NOT GRAPHICALLY SHOWN HEREON
30 NON EXCLUSIVE TEMPORARY DRAINAGE EASEMENT IN FAVOR OF THE CITY OF OCOEE AND OCOEE TOWN CENTER PROPERTY OWNERS
ASSOCIATION RECORDED MAY 31 2012 IN BOOK 10384 PAGE 7864 AFFECTS SUBJECT PROPERTY AS SHOWN HEREON
31 TERMS AND CONDITIONS OF ANY EXISTING UNRECORDED LEASES AND ALL RIGHTS OF LESSEES AND ANY PARTIES CLAIMING THROUGH THE
LESSEES UNDER THE LEASES AFFECTS SUBJECT PROPERTY BUT NOT GRAPHICALLY SHOWN HEREON
LEGEND OF STANDARD ABBREVIATIO AND SYMBOLS
ANC GUY ANCHOR
BM BENCHMARK
C CALCULATED DATA
CONC CONCRETE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL PIPE
D DEED DATA
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FFE FINISHED FLOOR ELEVATION
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M MEASURED DATA
MES CONCRETE MITERED END SEC11ON
NAVD NORTH AMERICAN VERTICAL DATUM
cAs
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ND NAIL AND DISK
P PLAT DATA
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PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RW RIGHT OFWAY
RWM RECLAIM WATER METER
RWS RECLAIM WATER SERVICE
RWV RECLAIM WATER VALVE
SCO SEWER CLEAN OUT
SIRC SET 12 IRON ROD WITH CAP LB6723
SN D SET NAIL WITH DISK LB6723
SV SANITARY FORCE MAIN VALVE
TBM TEMPORARY BENCH MARK
WS WATER SERVICE
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SURVEYORS NOTES
1 TYPE OF SURVEY ALTA ACSM LAND TITLE BOUNDARY SURVEY ANY USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED
WITHOUT WRITTEN VERIFICATION WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR NOTHING HEREIN SHALL BE
CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO
2 LEGAL DESCRIPTIONS SHOWN HEREON ARE THE SAME AS THE LEGAL DESCRIPTIONS IN THE BELOW REFERENCED TITLE COMMITMENT PROVIDED BY
THE CLIENT
3 THIS SURVEY WAS PREPARED WITH THE BENEFIT OF TITLE COMMITMENT FILE NUMBER 2037 3204677 ISSUED BY FIRST AMERICAN TITLE
INSURANCE COMPANY EFFECTIVE DATE 10162014 AT 800 AM
4 THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS SURVEYOR OR SHOWN ON
THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS AND OR LAND USE RIGHTS OF THE SUBJECT PROPERTY
5 NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND IMPROVEMENTS STRUCTURES OR
FOUNDATIONS UNDERGROUND UTILITIES SHOWN HEREON ARE SHOWN PER ABOVE GROUND EVIDENCE AND OR RECORD DRAWINGS OR MUNICIPALATLASINFORMATIONANDTHELOCATIONOFALLUNDERGROUNDU11UTYLINESAREAPPROXIMATEONLYTHISDOCUMENTSHOULDNOTBERELIED
UPON FOR EXCAVATION OR CRITICAL DESIGN FUNCTIONS WITHOUT FIELD VERIFICATION OF UNDERGROUND UTILITY LOCATIONS UTILITIES OTHER THAN
THOSE SHOWN HEREON MAY EXIST
6 THERE MAY BE ENVIRONMENTAL ISSUES AND OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL STATE OR LOCAL
GOVERNMENTS AFFECTING THE SUBJECT PROPERTY NOT SHOWN ON THIS SURVEY
7 UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING SKETCH
PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID
8 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES
9 ADJOINING PROPERTY OWNERS SHOWN HEREON ARE BASED ON INFORMATION OBTAINED FROM THE COUNTY PROPERTY APPRAISER WEB SITE ANDISFORINFORMATIONALPURPOSESONLY
10 SEE DRAWING FOR ON SITE TEMPORARY BENCHMARKS TBM
11 ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE BASED UPON ORANGE COUNTY BENCHMARK S1529025 RECOVERED 3 ALUMINUM DISK ON
CURB INLET HAVING A PUBLISHED ELEVATION OF 121681 REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD88
12 THE VERTICAL CONTROL ESTABLISHED FOR THIS SURVEY IS BASED ON A CLOSED LEVEL LOOP HAVING A CLOSURE ACCURACY WHICH MEETS OR
EXCEEDS THAT REQUIRED BY THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 5J 17 FLORIDA ADMINISTRATIVE CODE FLORIDASTATUTES472027
13 BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EAST LINE OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SEC11ON
20 22 28 BEING SOUTH 003113 EAST
14 SUBJECT PROPERTY SHOWN HEREON IS IN ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP PANEL NUMBER 12095CO220 F MAP DATE
SEPTEMBER 25 2009
15 DISTANCES SHOWN HEREON ARE IN US SURVEY FEET
16 LAST DATE OF FIELD SURVEY 3202015
CERTIFICATION
TO PICERNE DEVI LOPMENT CORPORATION OF FLORIDA AKERMAN SENTERFITT AND FIRST AMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA ACSM LAND TITLE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1 3 4
8 llA 12 13 AND 14 OF TABLE A THEREOF THE FIELD WORK WAS COMPLETED ON MARCH 20 2015
DATE OF MAP MARCH 20 2015
JAMES L RICKMAN FLORIDA LICENSED SURVEYOR AND MAPPER 5633
FOR THE LICENSED FIRM OF ALLEN COMPANY LB 6723
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