HomeMy WebLinkAbout11-08-2005 Agenda Packet
Mavor
S. Scott Vandergrift
center of Good L' .
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Commissioners
Gary Hood, District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
City Manager
Robert Frank
PLANNING AND ZONING COMMISSION
(LOCAL PLANNING AGENCY)
AGENDA
November 8, 2005
I. CALL TO ORDER
7:00 PM
A. Invocation and Pledge of Allegiance
B. Roll Call and Determination of Quorum
II. CONSENT AGENDA
A. Minutes of the Planning and Zoning Commission
Regular Meeting held October 11, 2005
III. OLD BUSINESS
IV. NEW BUSINESS
A. Prairie Lake Tract A
(located in District 4, Commissioner Parker)
PUBLIC HEARING
Preliminary Subdivision Plan
Planning Manager Armstrong
V. MISCELLANEOUS
A. Project Status Report
B. November Calendar
~. ADJOURNMENT
O:\P & Z\Agendas\2005\Nov 8, 2005 P & Z Agenda.doc
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 ofOcoee. 150 N Lakeshore Drive. Ocoee, Florida 34761
phone: (407) 905-3100. fax: (407) 656-8504. www.cLocoee.f1.us
ITEM NUMBER ll. A.
Minutes of the
Planning and Zoning Commission Meeting
held on
October 11, 2005
THE MINUTES OF THE PLANNING AND ZONING COMMISSION
ACTING AS THE LOCAL PLANNING AGENCY
MEETING HELD TUESDAY, OCTOBER 11, 2005
CALL TO ORDER
Chairman Golden called the meeting to order at 7:02 p.m. Following a moment of
silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared
present.
PRESENT: Chairman Golden, Vice -Chairman McKey, Members Campbell, Conkling,
Keller, Morris, Sills, and West. Also present were City Attorney Storey,
Community Development Director Wagner, Principal Planner James,
Senior Planner Fabre and Deputy City Clerk Brasher.
ABSENT: Member Rhodus, who was excused.
Chairman Golden welcomed new member Nathan Conkling.
CONSENT AGENDA
Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday,
October 11, 2005.
Member Keller, seconded by Vice -Chair McKey, moved to accept the Consent
Agenda as presented. Motion carried 8-0.
NEW BUSINESS
FOOTE RESIDENTIAL PROPERTY PRELIMINARY/FINAL SUBDIVISION PLAN
Senior Planner Fabre presented the Staff Report for the Preliminary/Final Subdivision
Plan for the Foote Residential Property. The property is located on the northwest
corner of Bluford Avenue and Orlando Avenue. The property is comprised of 2.72
acres with four (4) single family lots ± Y2 acre in size. The subject property is zoned
Single Family R-1AA and is designated as Low Density Residential on the Future Land
Use Map. To the north of the subject property is the 30' right-of-way associated with
Washington Street and is proposed to be vacated with the development of the Foote
Property. Additionally, to the west of the property is 60' of right-of-way associated with
Cumberland Avenue, which is proposed to be vacated with the development of the
property. The 60' will comprise the majority of Lot 4.
Septic tanks will be provided for the four (4) lots and water will be provided by the City.
The developer is dedicating 10' of right-of-way along Bluford Avenue to the City for
Planning and Zoning Commission Regular Meeting
October 11, 2005
future roadway improvement. Of these 10', 5' will be comprised of a sidewalk installed
by the developer. Access into lots 1-3 will be from Orlando Avenue and lot 4 will gain
access from the north side of the property at Cumberland Avenue.
On -site water retention is proposed via a master stormwater pond. This pond will tie
into the existing City of Ocoee water retention pond located adjacent to the fire station.
The applicant is requesting one waiver as follows:
Article 2, Section 174-7B:
Single-family home development approved for construction after June 7, 1994,
shall include reclaimed water distribution mains and shall connect to the system
when reclaimed water service becomes available.
The justification for the waiver is based on discussions with the City Engineering
Department, which indicated that the City has no intention to provide reclaimed
water lines within the near future.
Staff supports the waiver request.
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION
The Development Review Committee (DRC) met on September 28, 2005, and reviewed
the Preliminary/Final Subdivision Plan. Staff discussed with the applicant outstanding
comments from the City Attorney relating to the Drainage and Stormwater Agreement
between the applicant and the City. It was determined that the Public Works
Department should coordinate the outstanding comments with the applicant in order to
revise them prior to the City Commission meeting on November 1, 2005. The Utilities
Department raised concerns regarding the lack of an additional fire hydrant at the end
of Orlando Avenue. The applicant agreed to provide the additional fire hydrant.
The DRC voted unanimously to recommend approval of the Preliminary/Final
Subdivision Plan subject to the approval of the ROW vacations for Cumberland Avenue
and Washington Street; Public Works Department working out the Drainage and
Stormwater Agreement with the applicant; and subject to the installation of the fire
hydrant at the end of Orlando Avenue.
STAFF RECOMMENDATION
Based on the recommendation of the DRC, Staff respectfully recommends that the
Planning and Zoning Commission recommend approval of the Preliminary/Final
Subdivision Plan for the Foote Residential Property, as date stamped received by the
City on September 20, 2005, subject to the approval of the ROW vacations for
Planning and Zoning Commission Regular Meeting
October 11, 2005
Cumberland Avenue and Washington Street and the Public Works Department working
out the Drainage and Stormwater Agreement with the applicant prior to the City
Commission meeting on November 1, 2005.
The Public Hearing was opened.
Jay Kilma, representing Kilma Weeks Engineering, was present to answer questions.
Vice -Chairman McKey inquired as to the drainage layout since there are already water
problems in the area. Mr. Kilma said the drainage issues have been adequately
addressed.
Vice- Chairman McKey asked why this property is using septic tanks instead of
utilizing a lift station. Mr. Kilma said he was told by City Engineer Wheeler that there is
no sewer in the area and there are no plans in the future to run sewer in this area.
Mr. Kilma said he would review this further with City Engineer Wheeler. Member West
said this is a family project and the homes would not be purchased by the public.
The Public Hearing was closed.
Vice -Chairman McKey voiced his concerns with the use of septic tanks since the
Wekiva Basin Study issue is discouraging the use of septic tanks.
Community Development Director Wagner said he would convey these comments to
the City Commission and they will discuss this issue with the City engineer.
Member West, seconded by Vice -Chairman McKey, moved to recommend approval
of the Foote Residential Property Preliminary/Final Subdivision Plan Proiect No LS-
2005-003, as date stamped received by the City on September 30 2005 Motion
carried 7-1 with Chairman Golden voting no.
WEKIVA STUDY AREA PROPOSED AMENDMENTS TO THE COMPREHENSIVE
PLAN
Principal Planner James presented a detailed Staff Report for the Wekiva Study Area
Proposed Amendments to the Comprehensive Plan.
BACKGROUND
The Wekiva Parkway and Protection Act (Part III of Chapter 369, F.S.), was signed into
law on June 29, 2004, authorizing building of the Wekiva Parkway and providing
Planning and Zoning Commission Regular Meeting
October 11, 2005
protection to the Wekiva River system This Act defined two areas of concern for the
Wekiva River and its associated springs. These areas are the Wekiva River Protection
Area and the larger Wekiva Study Area (WSA).
The City of Ocoee is located within the WSA as defined in ss.369.316, Florida Statutes
(F.S.), but not within the Wekiva River Protection Area. A portion of the City south of
State Road 50 and east of County Road 439 is not located within the WSA, and as
such, will not be subject to the amendments required by the Wekiva Parkway and
Protection Act.
The Department of Community Affairs (DCA) has authored a guide known as the
"Guidelines for Preparing Comprehensive Plan Amendments for the Wekiva Study Area
Pursuant to the Wekiva Parkway and Protection Act". The City has used the DCA
guidelines, Chapter 369, F.S., and other source material to prepare the "Data and
Analysis" and the proposed amendments to the City of Ocoee Comprehensive Plan.
In addition to these required amendments, two additional studies are required in the
Wekiva Parkway and Protection Act for the City of Ocoee. They are a Master
Stormwater Management Plan and a Wastewater Facility Plan. After completion of
these two studies the Comprehensive Plan will need to be updated with additional
amendments. These proposed amendments are not subject to the twice per year
limitation on comprehensive plan amendments, and must be adopted by January 2006
The implementing land development regulations must be adopted by January 2007.
STAFF RECOMMENDATION
Based on the analysis contained in the Data & Analysis section of the proposed Wekiva
Study Area Comprehensive Plan Amendments, Staff recommends the Planning and
Zoning Commission, acting as the Local Planning Agency, recommend to the Mayor
and City Commissioners the transmittal of the proposed amendments.
The Public Hearing was opened.
Member West stated he thinks the Wekiva Study was done too hastily. In the past
Department of Environmental Protection (DEP) had concerns with phosphorous
elimination but now DEP is concerned with nitrogen reduction in the ground water.
A lengthy discussion ensued regarding the Wekiva Study.
Vice -Chairman McKey asked if there would also be changes to the Stormwater
Management Plan. Principal Planner James said there would be changes with that
as well.
Planning and Zoning Commission Regular Meeting
October 11, 2005
Community Development Director Wagner said the "Lake Apopka Rule" cost the City
and the Orange County School Board over $1,000,000 to build a retention pond on the
Coca-Cola Property and the retention pond is to stop a very small amount of
phosphorous from entering Lake Apopka.
Chairman Golden asked if the City has a cost estimate for the studies and
implementation of these regulations. Principal Planner James said he has no idea of
what the costs would be.
Chairman Golden voiced his concerns with the Governor appointing the members of
the Wekiva River Basin Commission since there is only one municipality elected official
on the committee in Orange County. He would like to have a person on the committee
to represent the interests of the City of Ocoee. Discussion ensued regarding the
representation of the City of Ocoee.
Chairman Golden asked if Foley & Lardner would be reviewing the amendment and if
it would be possible to have some "wiggle words" included in the amendment. City
Attorney Storey said Foley & Lardner has not been asked to review the amendment.
Chairman Golden asked that a recommendation be made to the City Commission to
have Foley & Lardner review the amendment.
Principal Planner James stated that when the City transmits the amendment to DCA,
they hope to get some feed back from DCA with regards to any adjustments to the
amendment.
Member Campbell suggested that the Orange County municipalities agree on a
representative to serve on the committee and make that recommendation to the
Governor.
Chairman Golden said he wants the following wording included in the motion:
Recommendation to the City Commission that the Orange County municipalities select
a representative to sit on the committee and make that recommendation to the
Governor.
The Public Hearing was closed.
Vice -Chairman McKev, seconded by Member West, moved based on the analysis
contained in the Data & Analysis section of the proposed Wekiva Study Area
Comprehensive Plan Amendments, recommends transmittal of the proposed
amendments. Vice -Chairman McKev and Member West withdrew their motion.
Planning and Zoning Commission Regular Meeting
October 11, 2005
Member Campbell, seconded by Member West, moved to recommend transmittal of
the proposed Comprehensive Plan Amendments, based on the analysis contained in
the Data & Analysis section of the proposed Wekiva Study Area Comprehensive Plan
Amendments and to recommend to the Mayor and City Commission to coordinate with
other Orange County municipalities to select a representative to sit on the committee
and make the committee representative recommendation to the Governor. Motion
carried 8-0.
PRAIRIE LAKE RESERVE FINAL SUBDIVISION PLAN
Senior Planner Fabre presented the Staff Report for the Prairie Lake Reserve Final
Subdivision Plan. The Prairie Lake Reserve is a town home development that is
situated in the existing Prairie Lake PUD. The final subdivision plan includes Tract D
(18.36 acres) and Tract K (20.69 acres) of the Prairie Lake PUD. The subdivision will
be developed as a private, gated town home community with fee simple ownership of
the proposed 168 units.
On December 16, 2003, the City Commission reviewed and approved the Preliminary
Subdivision Plan, subject to execution and approval of an amended Development
Agreement, and also subject to Parcel 2 being dedicated to the City for a pathway and
passive open space area. The amended Development Agreement was approved by
the City Commission and the condition set on Parcel 2 (Tract F) will be accomplished at
"Plat" approval.
The Final Subdivision Plan is consistent with the Preliminary Subdivision Plan as
approved on December 16, 2003. The project as proposed will have a single main
entrance from Ron Strosnider Avenue. There will also be a crash gate for emergency
access, located just behind the fire station. However, after final subdivision review,
Staff has determined that the emergency access would better facilitate the site as a
"residence only" secondary access. The applicant would have to widen the roadway
and provide a corresponding sidewalk. The crash gate would have to be replaced with
a fully operational swing gate. Nonetheless, Staff has agreed to forward this request to
the City Commission for their direction and formal action.
Recreation facilities for the residents, including the required meeting room space, will
be provided with the project itself. A 6' decorative metal fence with brick columns and
landscaping will be provided along Ron Strosnider Avenue, along the entire frontage of
the subdivision.
The Developer is requesting one (1) waiver from the Land Development Code: the
Applicant has requested to postpone the construction of the recreation facility
(clubhouse) until the 50th Certificate of Occupancy is issued. Generally, this request
Planning and Zoning Commission Regular Meeting
October 11, 2005
would be required at the time of Certificate of Completion. The Applicant did not
demonstrate a hardship or offsetting public benefit. Nevertheless, Staff agreed to
forward this request to the City Commission for their direction and formal action.
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The proposed Prairie Lake Reserve Final Subdivision Plan was reviewed by the
Development Review Committee (DRC) on October 5, 2005. There were a number of
issues to be addressed from the City Attorney, the Engineering Department, and from
the Planning Division that were identified verbally and in written Staff comments. All of
the issues were discussed and some changes to the Plan were agreed upon. However,
the Applicant insisted that the emergency access roadway would remain as approved
on the Preliminary Subdivision Plan. Therefore, Staff has no option but to forward this
request to the City Commission for their direction and formal action.
When the discussion was finished, the DRC voted to recommend approval of the Final
Subdivision Plan, subject to the developer making changes specified in the City
Attorney's comments and completing the changes specified in the Planning and
Engineering comments. The Attorney's last remaining comments were addressed and
shown on the plans date stamped "Received October 6, 2005."
STAFF RECOMMENDATION
Based on the recommendation of the DRC and the submittal packet received by the
City on October 6, 2005, Staff recommends that the Planning and Zoning Commission
recommend approval of the Final Subdivision Plan for Prairie Lake Reserve, subject to
the following conditions:
➢ Approval of the Waiver Request pertaining to providing the recreation facility
prior to the 50th C.O., and;
➢ Completion of the Planning comments prior to the City Commission Meeting,
and;
➢ Completion of the Engineering comments prior to the City Commission Meeting.
Vice -Chairman McKey said he was confused about the emergency exit. Senior
Planner Fabre said the emergency exit was approved in the Preliminary Subdivision
Plans on December 16, 2003, but Staff feels the access would be better utilized if there
was a fully operational swing gate and sidewalks.
Chairman Golden asked if this subdivision has been reviewed for school concurrency
and other City services. Senior Planner Fabre said it had been reviewed.
Member Sills said he would like a recommendation be made to the City Commission
for 24' wide roadway instead of 15' wide roadway and include public access.
Planning and Zoning Commission Regular Meeting
October 11, 2005
Randy June, representing June Engineering, stated that this issue was fully discussed
and approved. There are safety and security concerns with regards to the location of
the entrance way and the 15' roadway is only intended for emergency use. Vice -
Chairman McKey suggested using "Miami" curb instead of raised curb.
Chairman Golden asked if the trees marked for removal on the plans will automatically
be removed even if they can be saved. Mr. June said the trees are not automatically
removed. Vice -Chairman McKey asked if additional trees can be added since there
would be approximately 600 trees removed. Mr. June said there will be a considerable
amount of trees left and trees will be replaced as well.
Member West, seconded by Member Morris, moved to recommend approval of the
Final Subdivision Plan for Prairie Lake Reserve subiect to the following conditions
➢ Approval of the Waiver Request pertaining to providing the recreation facility
prior to the 50 C.O., and,
➢ Completion of the Planning comments prior to the City Commission Meeting
and;
➢ Completion of the Engineering comments prior to the City Commission Meeting
Motion carried 7-1 with Chairman Golden voting no.
MISCELLANEOUS
Vice -Chairman McKey inquired as to the status of the corner of Bluford Avenue and
Hwy 50. Community Development Director Wagner said they are trying to meet with
the property owners to resolve some issues but this has not happened to date.
Community Development Director Wagner said he anticipates to have a town home
and single family home project on the west side of Clarke Road, at A.D. Mims Road, as
well as Wesmere town homes final subdivision plans on next month's agenda. He
further stated development is not slowing down; the City issued over 60 Certificate of
Occupancy's last month.
ADJOURNMENT
The meeting adjourned at 8:57 p.m.
Attest:
Brenda Brasher, Deputy City Clerk
APPROVED:
James Golden, Chairman
ITEM NUMBER IV. A
Prairie Lake Tract A
Preliminary Subdivision Plan
Mayor
S. Scott Vandergrift
City Manager
Robert Frank
.,if'__ .
STAFF REPORT
Commissioners
Gary Hood, District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
DATE: November 4, 2005
TO: The Planning and Zoning Commission
FROM: Catherine Armstrong, Planning Manage
z�,�
THROUGH: Russ Wagner, AICP, Community Development Director
SUBJECT: Prairie Lake Tract A
Preliminary Subdivision Plan
Project # LS-2004-017
DISTRICT: # 4, City Commissioner Nancy Parker
ISSUE:
Should the Planning & Zoning Commission recommend approval of the Preliminary
Subdivision Plan for Prairie Lake Tract A?
BACKGROUND:
Prairie Lake Tract A is located on `Tract A' of the approved Prairie Lake Planned Unit
Development (PUD), adjoining Lake Meadow. More specifically, the subject project is located
at the northwest intersection of Clarke Road and AD Mims Road. The subject property
comprises 44.18 acres and is heavily wooded. It is designated as High Density Residential on
the Future Land Use Map (FLUM). The Prairie Lake Planned Unit Develoment (PUD) limits
the maximum number of units for Tract A at 385. Staff has determined that the proposed
density and type of units are consistent with the approved Prairie Lake PUD Land Use Plan,
last modified on September 10, 2003.
The site is undeveloped and covered with scattered mature oak and other hardwood trees.
To the north of the subject property is proposed for townhome development with 88 units.
The property is zoned PUD and designated as Medium Density Residential/Conservation on
the FLUM. To the east of the property across Clarke Road is land zoned for townhomes and
commercial development. West of the property is the City of Ocoee Jim Beech Recreational
Center. South of the subject property is Reflections single-family subdivision.
DISCUSSION:
The Prairie Lake Tract A residential development is proposed to be developed with 213
housing units (87 single family and 126 fee -simple townhome units). Access into the subject
The Planning and Zoning Commission
November 4, 2005
Page 2 of 4
site will be provided from the east side of Clarke Road via two access points. The townhome
units will have a right-in/right-out on Clarke Road and the main entrance will be a full access
leading into the single-family area. It will have one lane entering and two lanes exiting (right
turn lane and left turn lane) onto Clarke Road. Because the Prairie Lake PUD is a vested
development, a traffic study was submitted by the applicant analyzing only operational issues
on Clarke Road for the proposed development. The study determined that the existing left turn
lane leading into the development was adequate. While the developer's traffic study did not
indicate that a southbound right turn lane at Street A was needed, staff believes that this is
warranted. The Public Works Department has conducted an assessment of the conditions of
the area and determined that a southbound right turn deceleration lane is necessary.
The minimum size specified for the single family units is 1,200 square feet, and the average
lot size is 55 feet x 120 feet. The townhomes are proposed to be a mix of unit types
averaging 20 feet x 88 feet with a minimum living area of 1,200 square feet. Each townhome
unit will have an enclosed garage. In some select units, the garage will be limited to a single
car garage, but in the majority of the units the garage will be two -car. Visitor parking is
provided throughout the project to accommodate for overflow off-street parking.
Recreational facilities proposed include a 1,200 square foot community meeting facility and
swimming pool. This amenity will be shared by both the townhome units and the single-family
units. The development is not proposed to be gated; however, the townhome development is
proposing to have private streets, while the single-family development will contain public
streets. The exterior of the development will be enclosed with a 6-foot high brick wall on the
east and south sides of the subject property. Along the west side, adjacent to the Jim Beech
Recreational Center, the applicant is proposing a 6-foot high tan PVC fence. Additionally, a 6-
foot high tan PVC fence will separate the townhome units from the single-family units within
the interior of the development. A pedestrian connection will be made available to the
recreational center via a gate located in the townhome portion of the development at the
termination of "Street C."
After conversations with staff, the applicant has added a Condition of Approval specifying that
a cost -sharing agreement will be in place prior to the approval of the Final Subdivision Plan
relative to a traffic signal being installed on Clarke Road at the Fire Station. The contribution
will be paid to the City prior to the Pre -Construction meeting. According to Public Works, the
maximum cost attributed to Prairie Lake Tract A will be $60,000. Additionally, the City has
requested that Prairie Lake Tract A contact Silverstri Investments to create an agreement
allowing Tract H to be conveyed to the City of Ocoee for a pedestrian/bike trail. Access will be
provided to the future system between lots 165 and 166. Such an agreement would need to
be in place prior to platting of the property.
The applicant is requesting one waiver as follows:
Article 6-9(A), Land Development Code: A community meeting room must be a
permanent structure having a minimum of 500 square feet of meeting space for a 101
unit development with an additional 5 square feet for each additional unit up to a
maximum of 1,000 square feet of meeting room space. The applicant is requesting
that the 'community meeting room' be substituted with an 'open air meeting pavilion.'
The justification given by the applicant is to make the facility more accessible to the
residents of the community. The applicant is proposing the 'open air pavilion' to be a
minimum of 1,200 square feet.
The Planning and Zoning Commission
November 4, 2005
Page 3 of 4
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The Development Review Committee (DRC) met on October 26, 2005 and reviewed the
Preliminary Subdivision Plan. Staff discussed outstanding comments from the City Attorney,
the Public Works Department, the Engineering Department and the Planning Division, which
were identified in written form to the committee and the applicant.
The main concerns discussed were the cost sharing of the signal at Clarke Road and the Fire
Station. A cost sharing agreement will need to be in place prior to the approval of the Final
Subdivision Plan and the amount paid to the City prior to the Pre -Construction meeting. The
Public Works Department estimated the amount obligated to the applicant to be no more than
$60,000.
A secondary issue discussed was the need for a southbound right turn lane on Clarke Road
into Street A. Staff indicated that this would be recommended for inclusion into the plan
based on standards identified by the Public Works Department. The traffic study submitted by
the applicant only identified that a northbound left turn lane was needed at Street A.
Conversations ensued regarding the future development of a bike path/trail around Tract H.
The applicant agreed to contact Silvestri Investments (see attached letters) in order to create
an agreement to convey Tract H to the City, which would need to be in place prior to the
platting of the property.
The project was unanimously approved by the DRC, including forwarding the one waiver
request, subject to the developer modifying the plans by November 3, 2005.
Post DRC Actions:
On November 3, 2005, Renaissance Planning Group submitted comments to the City on two
outstanding issues: (1) Given the uncertainties about future traffic distribution, the need to
facilitate safe turning movements along Clarke Road, and the potential for high traffic volumes
on Clarke Road in the future, RPG strongly recommended that the City require the applicant
to provide a southbound right turn lane into the northern project entrance. According to the
Public Works Department, the right turn deceleration lane should be designed consistent with
the Florida Department of Transportation (FDOT) standards for a roadway designed for a 45
mph speed limit. The total distance (taper/deceleration/storage) would need to be 225 feet.
The taper distance, which is included in the total, is 50 feet; and (2) for both project entrances,
a turn radius of 15-25 feet is needed to create a more pedestrian -friendly environment.
Further, on November 3, 2005, the applicant revised the site plan based on discussions at
DRC. Based on the revisions, there are several items that still need to be revised prior to the
City Commission meeting. These items are included in the staff recommendation.
STAFF RECOMMENDATION:
Based on the recommendation of the DRC, Staff respectfully recommends that the Planning
and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Prairie
Lake Tract A, as date stamped received by the City on November 3, 2005, including
consideration of the waiver request for the community building and subject to revising the
plans as follows prior to the City Commission meeting:
The Planning and Zoning Commission
November 4, 2005
Page 4 of 4
1. Per the Public Works Department, include a southbound right turn deceleration lane on
Clarke Road at Street A consistent with Florida Department of Transportation (FDOT)
standards. Total distance of lane (taper/deceleration/storage) is 225 feet for a
roadway designed with a 45 mph speed limit. The taper distance included in the total
is 50 feet;
2. Modification of the radius at each entrance into the project from 50 feet to a safer and
more pedestrian -friendly radius of 15 to 25 feet;
3. Revision of Condition of Approval # 68 on Sheet 5 to read as follows: Silverstri
Investments to enter into an agreement allowing Tract H to be conveyed to the City of
Ocoee for a future bike/pedestrian trail. Such agreement shall be in place prior to
platting and City would issue park impact fee credits for Tract H;
4. On Sheet 2 of 20, Note 43, please add reuse water to water and wastewater. Note
has not been changed.
Attachments: Location Map
FLU Map
Zoning Map
Letter from Ryland Homes to Silvestri Investments, dated October 20, 2005
Letter from Attorney for Silvestri Investments to City of Ocoee, dated October 31, 2005
Preliminary Subdivision Plan date -stamped November 3, 2005
..........
i
October 20, 2005
Mr. Dan Silvestri
Silvestri Investments
1215 Gessner Drive
Houston, Texas 77055
Re: Prairie Lakes — Tracts A and H
Dear Mr. Silvestri:
R.Y. LAND
HOMES®
Orlondo Division
4700 Millenio Boulevard
Suite 400
Orlando, FL 32839
407 226.2500 Tel
407 226-3603 Fax
www.ryland.com
As the new owners of Prairie Lakes — Tract A, we are continuing to process our
Preliminary Site Plan with the City of Ocoee. At our City Technical Staff Review
Committee meeting on October 20, 2005, the City placed a stipulation on our project,
whereby they will not allow our project to go forward until Silvestri Investments
dedicates Tract H, as shown on the Prairie Lakes PUD Master Plan dated April 12, 1991,
to the City. At the TSRC meeting, we committed to the City that we would make a
diligent effort to request that Silvestri Investments dedicate Tract H to the City.
In the interest of keeping our project moving forward, we would appreciate it if you
would respond to us in writing with your intentions regarding the dedication of Tract H to
the City of Ocoee.
If you need any assistance or further information, please don't hesitate to contact us.
Sincerely,
cc: Russ Wagner — City of Ocoee
Catherine Armstrong — City of Ocoee
Scott Stearns, P.E. — Bowyer -Singleton & Associates
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CouNS£LORS AT SAW
October 31, 2005
Mr. Russell E. Wagner
Community DevelopmmA Director
City of Ocoee Planning Department
150 North La hone Drive
Ocoee„ Florida 34761 2258
Re.- Prairie Lakis ='Tract H
Our File No.: 4143-11
Dear Russ-
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SAMEL M. NELSON
W. CsARLSS NM
JAMESR. PP,ATT
DtMM Q. SHARP, Ja.
WENDY SHAY TOAPLE
RWMR. WATUS
OFCOMM:
JAA�S° W. MARK£L
—80A=CZ2TMW aK*INM L W?VR)
-*80 oCeRW=(ava.MLAVJ)
e INSTACz¢TmaCn%TALALAvvwATs
VIA 'LEWME, 407-"5-3159
Silvestri Invents of Florida, Inc. has received a communication from Ryland Homes
indicating that for the Ryland project to go forward, Silvestri Invests of Florida, inc. is to dedicate
Tract R to the City. According to the Prairie Lakes PUD Master Plan dated April 12, 1991, Silvestri
hzvestnrents of Florida, Inc. may dedicate Tract H to the City in exchange for park in47xt fee credits.
Silvestri Investments of Florida, Inc. is willing to proceed with the dedication in exchange for the park -
impact fee credits, similar to the procedure utilized for Tract F. Our records indicate that a value of
$8,W.00 per acre was placed on the Tract F parceI for the purpose of computing the park impact fee
credits. That same arrangement will be satisfactory for Tract H. Please advise if this is acceptable to the
City.
Very € my yours,
Graham, Sr.
3EOTSrlsik
cc: Thomas P.C. McCarthy, F.E. — Ryland Homes
Bars Silvestri
I IfA
ZL41 14jol k
<17�:�Cl'i�l
C
UNTY,,91 FLORIDA
1
CITY OF OCO
I
Description Boudary Survey Completed 7105 PARCEL ONE
D FOR That portion of Section 9, Township 22 South, Range 28 East, Orange County, Florida, described as Follows:
Commence at the North 114 corner of said Section 9, thence South 01*9'46'East along the North -South -
center OF section line For 1890.85 Feet to the Point
v9'46'East
RFor 1437.46 feet to the Northerly
or way line (a 60.00 Foot right of way) or the Seaboard System
Railroad, thence N 75-3'15" East
Westerly right OF way line OF Clarke Road, thence
said Westerly right of way line,_t-he' Following
courses: Run North 14-7231 West for 74.22 Feet to a point OF curvature with a circular curve concave
Easterly; thence Northerly
with a circular curve concave Easterly,
thence
05*844'West and a central angle OF 15-259'-for 873.11 feet to the, point
tan gency; thence North
02*2'45'East for 239.98 feet
- concave Westerly, thence
WA1V2__1?_5 Northerly
6'
for 1190.68 feet to
departing
CODE
TA TJON CODE STANDARD PROPOSED STANDARD, JUSTIFICATION FOR WAIVER aforesaid Westerly right OF way line of Clarke Road, run South 71-3'09" West for 69.55 Feet; thence
South 18,19'51'West for 227.07 feet, thence South 1846'52'Ecst for 200.00 feet, thence South 05*0'05'
ARTICLE 6 ART. 6-9 (A) MEETING ROOM OPEN AIR MEETING MAKE
South 2947'06'West for 238.65 feet; thence South 81#1'16'West for 274.411,
PA VILL JON TO RESIDENTS Feet; thence South 88*854" West for 275.91 feet to the Point OF Beginning.
AN APPROXIMA TEL Y 1. 20 ACRES COMMERCIAL TRACT 'B'
DESCRIBED AS FOLLOWS.
N
"B'
CONTACTSA portion of Section 9, Township 22, South, Range 28 East,
County, Florida, being more particularly
described as follows:
Owner Ryland Homes Surveyor Ganung-Belton Associates, Inc. Commence at the Southwest corner or the Northeast 114 OF Section 9, Township 22 South; Range 28 East;
thence run South 01#9'46'East along the West line OF the Southeast 114 of said Section 9, a distance
Mr. Steve Rosser Mr. Clay Ganung
or 652.19 Feet to the North right of way line or the Seaboard System Railroad a 60 foot right
way,
thence run North 75*3'15'East along said North right OF way
Suite 400 line, 0 distance OF 984.41 Feet for the Point
4700 Millenla Boulevard 1275 E.Robinson Street
of Beginning, thence run North 14,7'23'West, d distance OF 260.08 feet; thence run North 75*3'15'East,
Orlando, Florida 32801 a distance of 204.21 feet to a point on the West
way line OF Clarke Road, said point being on a
Orlando, Florida
9 (407)-94-6656
curve concave to the East, having a radius or 4108.84 feet; thence from a
1241' 501
B
East, run Southerly along the arc
said curve and said West right of way line through a central angle of
02,1533, a distance
3'East,
civil Bowyer -Singleton & Associates a distance
Feet to a point on the aforesaid North right OF way line of the Seaboard System Railroad,
Wat6rl City of Ocoee thence run South 7513'15' West along said North right O
way line, a distance of 200.00 feet to the Point OF
Engineer Mr. Scott Stearns
P.E. Beginning.
Wastewater 150 North Lakeshore Drive
520 S. Magnolia Ave.
Orlando, Florida 32801 Ocoee, Florida
4761
(407) 84.3-5120 (407)656-2322 PARCEL TWO
A portion
Section 9, Township 22 South, Range 28 East, Orange County, Florida, being more particularly
described as follows:
Red,se Water City of Ocoee
Soils Devo Engineering Commence at the North 114 corner of said Section 9; thence South 01,f 9'46'East
the North -South center
Q 150 North Lakeshore Drive -feet to the POINT OF BEGINNING, thence run S 69vl'20
126.39
Engineer Mr. Devo Seereeram, PH.D.. P.E. OF section line For 1586.09
Ocoee
Florida 34761 feet, thence run 6 57,9'45'E, a distance OF 104.11 Feet, thence run 5 62,7'35'E, a distance of 126.95
5500 Alhambra Drive Feet, thence run N 65*934'E, a distance of 83.38 feet, thence run S 28*9'45'E, a distance OF 80.21 feet;
(407) 656-2322
thence run S 71*7'19'E, a distance
47.19 feet; thence
OrlandoFlorida 32808
CL , run 5 29#7'06'W, a distance of 61.24 Feet; thence run 5 81*1
274.41 feet, thence run
(407) 290-2371 Electric Progress Energy S 8808'54'W, d distance of 275.91 feet to a point on the aforesaid North -South center of section line; thence
run N 0109'46'W, along said
section line, a distance of 304.76 feet to the POINT OF
275 West Ponkon Road CONTRACTOR AS -BUILTS" BEGINNING.
U) Landscape Daly Design Group, Inc. I hereby state that these
were
Apopka, Florida 32712 ALSO TOGETHER WITH.
Architect Mr. Thomas Daly furnished to me by the contractor listed
Q) 913 N. Pennsylvania Avenue 1, or an employee under my direct supervision PARCEL THREE
have reviewed these "As-8uilts" and believe
Winter Park, Florida 32789 Telephone Sprint them to be in compliance with my knowledge A portion of Section 9, Township 22 South, Range 28 East, Orange County, Florida,
more particularly
described as follows:
(407) 740-7.373 1-800--339-1811 of what was actually constructed.
This statement is based upon site observations
Commence at the North 114 corner of said Section 9, thence South 01*9'46'East along the North -South center
of the construction.
of section line for 1586.09 Feet, thence,
section line, run 5 69*1'20'E,
Natural Lake Apopka Natural Gas District
a distance of 126.39 feet, thence run 9 57-9'45'E, a distance OF 104.11 feet; thence run S 62*7'35'E, a
C� Gas 38 North Park Avenue
distance OF 126.95 feet, thence run N 654934"E, a distance of 83.38 Feet; thence run S 28*9'45'E, a
C) Cable TV BrIghthouse Networks distance OF 80.21 Feet, thence run S 7147'19'E, a distance of 117.49 Feet, thence run N 57*6'59,E, a distance
Lo Apopka, Florida 32703 Contractor's Nome Engineer of 47.19 feet; thence run N 29*7'06'E, a distance
177.41 feet; thence run N 05*0'05'Ea distance of
3, W,
(407) 886-1177
C\j a distance of 138.11 feet; thence run N 30#4'14'W, a distance OF 142.32 feet, thence run N 2849TV W, a
Ocoee, Florida 34761 raised
a Florida Registered Engineer.
distance of 78.09 Feet, thence run N 74*1'53'E, a distance
131.37 Feet; thence run 5 1806'52'E, d distance
(407) 291-2500
200.00 feet; thence run S 05-0'05'W, a distance of 169.45 feet to the POINT OF BEGINNING.
Legal
P���P
of Beginning, thence continue South 01
rig
ht
along
said Northerly right or way line for 1184.42 feet to the,,,.-,* -
along
along
the arc of said curve having a radius or 4108.84---Feet and a central YLAND 110MES angle of 03v9'42'for 238.67 feet to a point of intersection 1' - - '
Northerly along the arc OF said curve having a radius: of 3324.05 feet, a chord bearing of North
REC?C/E.S,T.ED
of
to a point OF curvature with a'circular .curve
along the arc OF said curve having a radius OF 3224.05 feet and a central angle OF 21-9'3
^ the point of tangency; thence North 18 -6'51'West For 150.85 feet; thence
SECTION CI
FACILITY MORE ACCESSABLE West for 913.28 feet; thence
SAVE AND EXCEPT
TRACT
Orange
C/o
of
rig
ht of
3283
tang
ent bearing of South
of
of 185.92 feet; thence continue along said West right of way line South 14072
of 74.22
f
,
TOGETHER WITH:
3
of
along
o o °E, a distance of
,
of 117.49 Feet; thence run N 57#6'59'E, a distance of
16'W, d distance of
North -South center of
"As -Guilts"
below.
being
departing
said North -South center of
of
0 844 Maguire Road Not valid without the signature and the original' 743.83 feet for the POINT OF BEGINNING, thence run N 33*8'49'W, a distance of 9.74 Feet, thence run N 26033
• • o o
seal Of
of
of
SHEE7 NO.
TABLE OF CONTENTS
4
5
6
7
8-10
12-14
15
16-17
18
19
COVER SHEET
GENERAL NOTES
SIGNAGE & STRIPING PLAN
OVERALL SITE PLAN
CONDITIONS OF APPROVAL
EROSION CONTROL PLAN
GRADING & DRAINAGE KEY SHEET
GRADING & DRAINAGE PLANS
UTILITY PLAN KEY SHEET
UTILITY PLANS
TRACT LOCATION PLAN
PAVING & DRAINAGE DETAILS
SANITARY SEWER DETAILS
ELEVATIONS
WATER DETAILS
BUILDING
qqipiiq _f r$ Al row.. UP
LS1 - LS3 CONCEPTUAL LANDSCAPE PLANS
LS4 TREE
PLAN
PRESERVATION/REMOVAL
,,, ARrONA OCOEE RD-
HACKNEY PRAIRIE RD.
_j
PRAIRIE
MEADOW 41 LAKE
LAKE
0
mIMS RD.
0
SITE LOCATION
Legal
P���P
of Beginning, thence continue South 01
rig
ht
along
said Northerly right or way line for 1184.42 feet to the,,,.-,* -
along
along
the arc of said curve having a radius or 4108.84---Feet and a central YLAND 110MES angle of 03v9'42'for 238.67 feet to a point of intersection 1' - - '
Northerly along the arc OF said curve having a radius: of 3324.05 feet, a chord bearing of North
REC?C/E.S,T.ED
of
to a point OF curvature with a'circular .curve
along the arc OF said curve having a radius OF 3224.05 feet and a central angle OF 21-9'3
^ the point of tangency; thence North 18 -6'51'West For 150.85 feet; thence
SECTION CI
FACILITY MORE ACCESSABLE West for 913.28 feet; thence
SAVE AND EXCEPT
TRACT
Orange
C/o
of
rig
ht of
3283
tang
ent bearing of South
of
of 185.92 feet; thence continue along said West right of way line South 14072
of 74.22
f
,
TOGETHER WITH:
3
of
along
o o °E, a distance of
,
of 117.49 Feet; thence run N 57#6'59'E, a distance of
16'W, d distance of
North -South center of
"As -Guilts"
below.
being
departing
said North -South center of
of
0 844 Maguire Road Not valid without the signature and the original' 743.83 feet for the POINT OF BEGINNING, thence run N 33*8'49'W, a distance of 9.74 Feet, thence run N 26033
• • o o
seal Of
of
of
SHEE7 NO.
TABLE OF CONTENTS
4
5
6
7
8-10
12-14
15
16-17
18
19
COVER SHEET
GENERAL NOTES
SIGNAGE & STRIPING PLAN
OVERALL SITE PLAN
CONDITIONS OF APPROVAL
EROSION CONTROL PLAN
GRADING & DRAINAGE KEY SHEET
GRADING & DRAINAGE PLANS
UTILITY PLAN KEY SHEET
UTILITY PLANS
TRACT LOCATION PLAN
PAVING & DRAINAGE DETAILS
SANITARY SEWER DETAILS
ELEVATIONS
WATER DETAILS
BUILDING
qqipiiq _f r$ Al row.. UP
LS1 - LS3 CONCEPTUAL LANDSCAPE PLANS
LS4 TREE
PLAN
PRESERVATION/REMOVAL
,,, ARrONA OCOEE RD-
HACKNEY PRAIRIE RD.
_j
PRAIRIE
MEADOW 41 LAKE
LAKE
0
mIMS RD.
0
SITE LOCATION
SITE
OWYER
alio 'Iff p /
J
m
W
N
J
J
°o
0
g
v
Ci
0
z
c
c
a
4
LO
0
0
J
DATE
O
LO
O
N
N
I. The Engineer certifies that all roadways were designed to the applicable
standards as set forth In the City of Ocoee Rood Construction
Specifications and the Florida Department of Transportation Manual
of Design Standards for Design. Construction. Maintenance and Utility
Operations on the State Highway System.
2. Ali construction shall conform with the City of Ocoee Standards and
Specifications and Florida Deportment of Transportation Standards
& Specifications for Road and Bridge Construction (2004) unless
otherwise waived.
3. The Contractor shall coordinate oil work wlthln city road Rights -of -Way
with the City of Ocoee Director of Public Works and the City of Ocoee
Traffic Engineer.
4. it will be the responsibility of the Contractor to acquire the necessary
Right -of -Way Utilization Permlt(s) and provide for the safety of local
traffic during construction.
5. The Contractor shall be extremely cautious when working near trees which
are to be saved. whether shown In the plans or designated In the field.
6. The Contractor shall be responsible for meeting all Inspection
criteria and schedules. and signing for sold Inspections.
7. The Contractor shall be responsible for locating and verifying all existing
utilities prior to construction. and notifying the Involved utility providers
to make any necessary arrangements for relocation, disruption of service,
or clarification of activity regarding sold utility.
The Contractor shall use extreme caution when crossing on underground
utility, whether shown on these plans or field located.
Utilities whfch Interfere with the proposed construction shall be relocated
by the respective utility providers and the Contractor shall cooperate with
the utility providers during relocation operations. Any delay or Inconvenience
caused by the involved utilities shall be Incidental to the contract.
8. The location of existing utility services, facilities. and structural features
shown on these plans hove been determined from the best Information and
ore provided for the convenience of the Contractor.
The Engineer does not guarantee the accuracy or the completeness of the
location information provided. Any Inaccuracy or omfssfon In such Information
shall not relieve the Contractor of his responsibility to protect the existing
features from damage or unscheduled Interruption of service.
Should a discrepancy arise between these plans and actual field conditions.
which would appreciably affect the execution of these plans, the Contractor
shall stop al/ construction and notify the Engineer Immediately-
9. The Contractor shall be responsible for the maintenance of all landscape
buffers and retention and detention facilities until the project has been
accepted by the Owner. All disturbed areas shall be returned to equal or
better condition.
10. All work and furnished materials shall be In reasonable conformity with
the lines. grades, grading sections. cross sections. dimensions. material
requirements and testing requirements that are specified In the contract.
plans, details or specifications.
//. The Contractor shall comply with o// federal. state and loco/ laws and. -o//
regulations controlling pollution of the environment.
12. The Contractor shall control his operations. and those of his subcontractors
and all suppliers, to assure the least Inconvenience to the traveling public.
The Contractor shall maintain free and unobstructed movement of vehicular
traffic and shall limit Ms operations for the safety and convenience of the
traveling public. Under a// circumstancessafety shall be the mos`f Important
consideration.
13. Prior to commencing work, the Contractor shall furnish, erect and mafntaln Oil
barricades. lights. warning signs, and pavement markings for hazards and the
control of traffic through the construction zone in conformity with the City of
Ocoee Standards to effectively prevent accidents at all locations where
construction causes on obstruction to the normal flow of traffic or creates a
hazard In any way to the pub/fc. '
14. The Contractor shall comply with all legal load restrictions In the hauling of
materials on public roads beyond the limits of the work. A special permit will
not relieve the Contractor of liability for any damage which may result from
the moving of materials and equipment.
15. it will be the responsibility of the Controctor(s) to Insure that oll required permits
ore obtained and in hand at the job site prior to commencement of construction.
The Contractor shall abide by a// conditions contained therein.
Permits Included (but not necessarily limited to) are.
SWFWMD Environmental Resource Permit
-F.D.E.P. Sewer Collection
F.D.E.P. Water Distribution
-FDEP Notice of Intent
-City of Ocoee Environmental Services (Water and Sewer)
-City of Ocoee Concept Plan Approval
-City of Ocoee Improvement Pion Approval
-Local Rlglt-of-way use
-Locol underground utilities
16. The Contractor shall be responsible for protecting a// existing survey
monumentotlon. Disturbed monumentation shall be restored by a Florida'
licensed surveyor and mapper selected by the Owner at the Contractor's
expense.
17. The Contractor shall familiarize himself with the policies and gufdelfnes'
established by the City of Ocoee for the preservation of oil public and private
property. The Contractor shall be responsible for ail damage or Injury to
property of any character, during the execution of the work. resulting from
any act. omission. neglect, or misconduct In hfs manner or method of executing
the work, or of anytime due to defective work or materials.
18. The Contractor shall not excavate, remove. or otherwise disturb any material, structure
or port of a structure whfch Is located outside the lines. grades or grading sections
established for this project, except where such excavation or removal Is provided for
In the contract. plans or specifications.
19. The quantities and lengths of materials shown on the plans should be verifled
by the Contractor. Any discrepancy between material coilouts and actual shown
In plan view is to be brought to the Engineer's attention by the Contractor prior
to bidding. It is the Engineer's Intention to construct what Is shown on the plans.
20. Any discrepancy between the dimensions and measurements shown on the plans
and the actual field conditions shall Immediately be brought to the Engineer's
attention. Failure to do so and to continue construction shall make the Contractor
responsible for al/ errors and necessary corrections that may subsequently arise.
2/. /t is the Contractor's responsibility to obtain o copy of the Geotechntcol Report
for this project from B � Dwyer-Sfng/eton & Associates. Inc. and to follow the
Reports recommendatlons for soil preparation on the site. The Contractor's
Geotechnlcol Engineer shall certify a// site, utility. and roadway compaction and
all underdraln and pavement construction to Bowyer -Singleton & Associates. Inc.
Geotechnlco/ recommendations are not the responsibility of Bowyer -Singleton &
Associates. Inc. who has relied upon the referenced Geotechnlcal Report in the
preparation of the plans.
Any conflict between Information contained In the Report and these plans shall be
reported to the Engineer and Owner. Bowyer -Singleton & Associates. Inc. assumes
no responsibility for the correctness, completeness, or accuracy of the Report.
When the plans and/or specifications contain the results of o soils survey. the
Contractor shall not assume the Information Is a guarantee of the depth, extent
or character of material present.
It Is the responsibility of the Contractor to make a necessary examination of the
site and of any material sources Indicated on the plans to be Informed of the
conditions under whfch construction Is to occur.
22. The Contractor shall notify the Engineer and the City of Ocoee of all
pre -construction meetings.
23. The power distribution system shall be designed and Installed by the power
service provider. The Contractor shall coordinate with sold power service provider
to Insure proper construction phasing Is achleved. and to allow the Installation
of street crossings and other required equipment.
24. The telephone system shall be designed and Installed by the telephone service
provider. The Contractor shall coordinate with said telephone service provider to
insure proper construction phasing is achieved. and to allow the installation of
of street crossings and other required equipment.
25. The Contractor shall stake a// Improvements using the record plot. The Contractor
shall verify with the Engineer that the plot Is correct prior to any construction.
It Is the Contractor's responsibility to completely stake and check all Improvements
to Insure correct posltloning, both horizontal and vertical. Including minimum building
setbacks prior to the Installation of any Improvement.
Any discrepancy between plotted information and the plans shall be reported to the
Engineer Immediately.
26. Record Drawings. At the end of construction, the Contractor shall provide one
set of drawings showing ALL CHANGES marked in waterproof red with the
following Contractor Certification executed on EACH SHEET:
The Contractor
hereby certifles to the OWNER that Improvements covered by this drawing
and the related details have been constructed as Indicated or as mod/flied
by the notes and graphics shown. Absent a note or grophfc to the contrary.
the Improvements have been constructed to Industry standard tolerances.
Signed. Date:
Authorized Contractor's Representative
27. The Stormwater Management Plan shall comply with the City of Ocoee Subdivision
Regulations and shall be subject to the approval of the City Engineer and
Director of Pollution Control as described In the Development Order.
28. If limestone bedrock is encountered during excavation of the retention basins
or a sinkhole or solution cavity forms during construction. excovotlon of the
basin must be halted Immediately. the district must be notified. and remedial
action will be required. The permltee must Inspect a// permitted surface water
management basins monthly for the occodnce of sinkholes and doument these
inspections on district condition comp/lance form number EN-33. Two copies of
the completed forms must be sent to the district and the City of Ocoee annually
by May 31st. of each yeor.The permfttee must report any sinkhole that developer
wlthln the surface water management system. The Permittee must notify ,the district
and City of Ocoee of any sinkhole developement In the surface water management
system within 48 hours of Its discovery and complete sinkhole repair within
10 days of such discovery using a district approved methodology.
29. All precast circular structures shall be constructed with a minimum
5 Inch wall thickness.
30. The Contractor shall Insure that proper soli densities are ochleved for
placement of a// headwoil/endwall footings. retaining wall footings, and in
general, any footing support described on these plans. It will also be the l
responsibility of the Contractor to Insure that sufficient geotechnfcol testing
has been performed prior to construction.
31. After the roadway has been constructed to subgrode.It shall be proof -rolled
to assure that proper compaction has been attained. The proof -rolling and
compaction operations shall be inspected and tested by o Florida licensed
Geotechnlcal Engineer to assure that the specified compaction Is maintained
and a// deleterious materials hove been removed.
32. In areas requiring fill material, the Contractor shall strip or otherwise remove aN
vegetation such as brush, heavy sods, heavy growth of grass. decoyed vegetation
matter, rubbish and any other deleterious material before embankment Is placed.
Immediately prior to the placing of fill material. the entire area upon whfch fill Is
to be placed. shall be scorfffed In a direction opproxlmately parallel to the axis of
fill. The Geotechnlcal Engineer shall approve the area prior to the placement of fill.
33. The top 24 Inches of on utility trenches wlthln roadways shall be compacted
to 987. of the Modified Proctor Maximum Density. All other utility trenches
shall be compacted to 957. of the Modified Proctor Maximum Density.
34. Blue Reflective Pavement Markers shall be placed in the center of the driving lane oppc• site
each fire hydrant.
35. Storm pipe lengths shown on the plans Include mitered end sections. If the Contractor;!
elects to use on approved alternate, the pipe lengths must be adjusted.
36. Inlet offsets are to the center/Ines shown on F.DD.T.Deslgn Standards Indexes.
37. The Contractor Is responsible for paving o/I roadways to droln positively.
Intersections shall be tronsftloned to provide a smooth driving surface while
maintaining positive drainage. If an area of poor drainage is observed. the
Contractor shall notify the Engineer prior to paving so that a solution or
recommendation for correction may be made.
36. All Reinforced Concrete Pipe (R.C.Pd shall be minimum Class /1I , unless otherwise
approved or noted on the plans or specifications. I
39. The Contractor Is to continually maintain, at his expense. any and a// erosion
prevention systems needed to Insure that project construction will not cause
any water quality degradation or violations to on-slte or off -site waterbodles.
ponds. hakes. or wetlands. The Contractor Is also responsible for meeting
SWFWMD Permit Conditions, the EPA-NPDES General Stormwater Permit l
Conditions and the City of Ocoee Regulations.
40. During construction. direct discharge of water to existing lakes will not be allowed.
The Contractor shall be responsible for maintaining water quality and shall route
the discharge water In such a manner to adequately remove slit prior to runoff.
41. Erosion Control Notes
A Provide effective temporary and permanent erosion control
following the requirements In Section 104 of the State Dept.
of Transportation Standards Specifications for Road
and Bridge Construction. 2002 Edition. (F.D.O.T. Section 104)
B. Control features. methods and conditions included in this
contract Include the following as indicated by X in blank.
I. X Coordinate construction of temporary erosion control
features with permanent erosion control features.
2. X Control operations which may result In Water
Pollution. (F.DD.T. Sectfon 104-3)
3. X Provide schedule for clearing and grubbing, earthwork
operations and construction of permanent erasion
control features and proposed use of temporary
erosion control feotures (F.D.O.T. Sectlon 104-5)
4. _ Llmltatlon of exposure of erodible earth without
temporary or permanent control features is
S.F. (F.DD.T. Section 104-61)
5. X Temporary Grossing (104-6.42)
6. X Temporary Sod (104-6.43)
7. X Temporary Mulching (104-6.4.4)
8. _ Sandbagging (104-6.4.5
9. _ Slope Drains (104-6.4.6)
10. _ Sediment Basins (104-6.47)
//. Artificial Coverings (104-6.4.8)
12. X Berms (104-6.4.9)
13. X Baled Hay or Straw (104-6.4./0)
14. X Temporary Silt Fences and Staked Slit Barriers
(104-6.4JU
15. _ Floating Silt Barriers (104-6.4.12)
16. X Remove temporary erosion •control features (104-65)
�\. , \
\,
\o`�� /7. X Maintain permanent and temporary erosion control
features (104-7)
18. X This contract design has been opproved by the OWNER
and regulatory agencies having an interest in erosion
abatement. /n its final form the design meets or
exceeds the minimum standards. All temporary erosion
control features required during construction shall
be constructed by the Contractor. and the cost
thereof Included In the Contract Sum as o regular
obligation Incidental to the Work.
C. The Contractor shall submit on Erosion Control Plan to the City of Ocoee
Engineer for review and approval prior to the Pre-Constructlon meeting.
D. The Contractor shall be responsible for maintaining o/l erosion protection,
Particularly in Conservation and Environmental Areas during the entire
construction period. This Includes o// repairs to prevent any siltation from
entering these areas. as well as o// unsuitable discharges off -site or Into
Conservation and Environmental Areas. public rights -of -way or private roads.
42. Miscellaneous Engineer Notifications
--
AThe Contractor shall provide the Engineer 24 hour advance notification
for the following construction and observation activities:
a. Sanitary Sewer Lomping and Video Inspection
b. Connections to Existing Systems
a Thrust Block Pours and Restraint Connections
d. Storm Drainage Lomping
e. Inlet Top Pours (Reinforcing Steel Check)
f. Water and Force Main Pressure Tests
g. Bacteriological Sampling
h. Bose Observation & Sounding
1. Asphalt Placement
j. Pre Final Observation
k. Final Observation
B. If required by the City of Ocoee. the Contractor shall keep a DAILY 'As-Bullf
set of drawings using the criteria shown on the plans.
C. The Contractor shall prepare and submit to the Engineer a project
construction schedule and update sold schedule on a monthly basis.
D. All areas used for fuel storage shall have the property owner's prior approval
and appropriate measures shall be token to Insure protection of groundwater
and soil resources.
E. The Contractor shall coordinate al/ backftl/ operations with a Florida licensed
Geotechnlcol Engineer and shall submit oil Test Reports to the Engineer prior
to construction of the next Item of work. fe, subgrade prior to curb.
F. The Engineer reserves the right to require the Contractor to uncover. retest
and/or perform any action necessary to ensure that the Improvements have
been constructed In accordance with the plans and specifications.
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL
BY DESCRIPTION DATE BY DESCRIPTION CITY OR
[hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
DATE
BOWYER SINGLETON
Michael Scott Stearns
& ASSOCIATES, I NCORPORATED Florida Reg. Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 c ENGINEERING BUSINESS #1221
43. Water and Wastewater service shall be provided by the City of Ocoee. The water distribution
and wastewater collection systems shown on these plans shall be Installed by the Contractor
and shall conform with the City of Ocoee Standards and Specifications.
44. Fire protection shall be provided In accordance with the City of Ocoee Land Development Code.
45. All utility construction connecting to City of Ocoee owned utilities shall conform to the City of
Ocoee Specifications for Wastewater and Water Main Construction.
46. The Contractor shall notify the City of Ocoee Utilities Construction Deportment 48 hours prior
to any utilities construction.
47. Pipe alignment, deflection and Integrity testing shall be performed by the 'lomping' method and
utfllzhv video Inspection. Internal video Inspection for the gravity sewer shall be performed
by the Contractor to check pipe alignment and deflection.
48. All PVC Gravity Sanitary Sewer shall be SDR26 unless otherwise noted and all PVC Sanitary
Sewer Forcemoln C thru 12' shall be C900/DRIB unless otherwise noted.
49. All PVC watermolns 2' or less shall be SDR21(200 psi) unless otherwise noted.
All PVC watermolns 3' to I2 shall be C9001DR18 unless otherwise noted.
All PVC watermolns greater than 12' shall be DIP unless otherwise noted.
50. All water main fittings. valves, restraints. couplings. pipe. and In general, those materials
required for Installing the water supply system, shall comply with the minimum material
standards, ratings and classifications established by the City of Ocoee.
All water main fittings shall be DIP for a// 3' thru 12- PVC and DIP water mains.
51. Water and Utility Crossings:
Utility Separation -Vertical Clearance
I. Where water mains cross a gravity sanitary sewer or storm sewer mofn. o vertical
separation (outside to outside) of of least six Inches, and preferably twelve Inches, above
or at least twelve Inches below must be maintained. Wherever possible. the water main
shall be laid above the other pipe.
2. Where water mofns cross a sanitary force main or reclaimed water main. a vertical
separation (outside to outside) of at least 12 Inches must be maintained. Wherever possible.
the water main shall be laid above the other pipe.
3. One full length of water main pipe shall be centered on the other pipeline so that the
water main joints will be as for as possible from the joints of the other pipe.
Utility Separation-Horizonta/ Separation
4. When water mains parallel a gravity sewer mofnsanitary force main, or reclaimed
water main not regulated under Part /// of Chapter 62-610, F.A.C. a separation
(measured outside to outside) of at least six feet, and preferably ten feet, must be
maintained. The minimum separation distance between water mofns and gravity sanitary
sewers shall be three feet where the bottom of the water main Is laid at least six Inches
above the top of the sanitary sewer pipe.
5. Where water mains parallel a storm sewer pipe or recloimed water main regulated
under Port /// of Chapter 62-610. F.A.C. a minimum of 3 feet horizontal separation
(measured outside to outside) must be maintained.
6. No water main shall pass through, or come Into contact with. any port of o sanitary
manhole or storm sewer In/et or manhole.
7. Fire hydrants with underground drains shall be located so that the drains are at least
three feet from the a storm sewer or reclaimed water main regulated by Port /// of
Chapter 62-610. F.A.C.: and of least three feet. and preferably ten feet. from a gravity
sanitary sewer, sanitary force main or reclaimed water main not regulated by Port
of Chapter 62-610, F.A.C.
8. The water main pipe shall be laid such that the joints are staggered as for as possible
from the joints of the other pipe.
52. Where ductile Iron pipe Is required for water mains. it shall conform to ANSI/AWWA
A21.5/. A minimum thickness for pressure class 350 per ANSI/AWWA shall be supplied.
DIP sizes up to 12 Inches In diameter shall be Pressure Class 350. DIP sizes 14 Inches and larger
shall be Pressure Class 250.
53. Water mains rho/I comply with AWWA standards. All PVC pipe 4 to 14 Inches shall be AWWA
C900-97 DR/8: an PVC pipe 14 Inches and larger shall comply with AWWA C905-97 DR25.tuct!/e
Iron pipe outside diameter. All water moles shall bear the NSF logo and shall be color coded or
marked using blue as. a predominant color to differentiate drinking water from other water lines.
54.
All water mofns shalt be hydrostatically tested and disinfected In accordance with AWWA
standards, latest revisions. Hydrostatic testing for PVC mains shall be 150 psi for minimum
of 2 hours and meet AWWA standard C605. with ductile Iron mains tested at 150 psi for 2
hours and per AWWA C600. All new mains shall be disinfected per AWWA standard C651.
Bacteriological tests token on 2 consecutive days shall be approved prior to placing system
Into service.
55.
Leakage tests sholl meet Clty of Ocoee specifications using the low pressure air test method,
5 psi for 5 minutes and shall not exceed 400 feet In length and shall be tested between
adjacent manholes and shall include all laterals.
56.
Final as built drawings shall clearly Indicate separation distances or required pipe upgrades.
All water main and force main pipe fittings shall be referenced to at least two visible reference
points and the distance to the center/Inc of rood.
57.
All PVC water mains and PVC force mofns shall be Installed with a solid copper 'locating wire
with sufficient grounding points at maximum 500 feet spacing.
58.
The Contractor shall mark each meter box with the unit number/address the meter serves.
The Contractor shall contact the City Water and Sewer Deportment (352-351-6775) to determine
an acceptable means of marking.
59.
The Contractor shall Install a I%2' double check valve by Hersey or approved equal on the
downstream side of each water meter.
60.
All fire hydrants and apparatus must comply with FFPC Section 3-5.6 and Section 3-71
when applicable.
61
When PVC water mofns cross under roodwoys. the PVC pipe must be upgraded to DIP.
62.
All PVC force mofns shall be color coded or marked using green as o predominate color to
differentiate the force main from other ut1/!ty lines.
63.
Minimum slope allowed for sanitary sewer pipe Is 0.40% The Clty of Ocoee will not approve
plans showing sanitary sewer pipe grades less than 0.407..
64.
Contractor to have preconstructlon meeting with the City of Ocoee utility dept, and submit shop
drawing for city review prior to ordering structures.
65.
Alternate pipe material moy be used In place of RCP storm pipes. This material shall be
approved by the city at the preconstructlon meeting.
CITY OF OCOEE FLORIDA
DATE
MAR 2005
GENERAL
PRAIRIE
NOTES
LAKES
DESIGNED
NLC
CHECKED
MSS
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CONTRACTOR "AS-BUILTS" j SUBMITTAL DATE
CITY OR
I hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer aID sET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. As euILT
BOWYER SINGLETON
Michael Scott Stearns
& ASSOCIATES, I NCORPORATED Fiorido Reg. Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 e ENGINEERING BUSINESS -1221
CITY OF OCOEE
SI GNAGE & STRIPING PLAN
PRAIRIE LAKES
FLORIDA
DATE
MARCH 2O05
DESIGNED
NLC
CHECKED
MSS
SCALE
1" m 80'
PROJECT NO.
PL010/PSP
FILE NAME
PLO10CST.DGN
SHEET
3 OF 20
6-'PVC FENCE ALONG OFF -SITE SIDEWALK
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-.,.,
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J f , �` -"- - _, "�= )' / / / I 1 0. Project Densityt Resident i a I \ \\" ,1 j y= gross density i s 4 . 82 DU/AC.
:. �;.' \ \-_ ��� 5O B�IILDING P I anner .
�,... -. ,;.' . .. �.. -.. - to Inc. I net dens ! ! s 5 . 68 DU/AC
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SET BACK 2
Bowyer Singleton & Associa s Residentia ty :....
;.:�+ .:--` / I 520 South Magno I i a Aven Lot Size an v i ng areas
Orlando, Florida 32801 (minimum): Lot Size Net Living Area
(N --LOTS 35-74 ARE RESTRICTED , / (4017) 843-51 20 S i ng I e-Fami 1 y 55' x 1 20' 1 200s F (Avg )
FROM HAVING COVERED LANAIS CONSTRUCT 8 SIDEWALK CONSTRUCT 8 SIDEWALK Mu I t i -Fami I y 20' x 88' 1 20os-f
J OR PATIOS WITHIN REAR YARD. WITHIN CLARKE RD ROW WITHIN CLARKE RD ROW 3 • C i v i I Engineer: Bowyer-S i ng I eton & Associates, Inc.
� � 520 South Magnolia Avenue 12. Building Height:
SCREENED ENCLOSEURES ARE ITYP.J fTYP�% Or I ando, F I or i do 32801 Med i um -Density (Tract A) 3 story or 50 Feet
/5 WALL TRACT
ACCEPTABLE. /5' WALL TRACT (407) 843-51 20
O / 13. PUD Setbacks: 35-foot perimeter setback in the
(0 /f 6 WALL ITYP. PROPERTY 4. Surveyor Ganung-Be I ton Associates med i um -density Les i dent i a I area.
11 T UNITS 1 275 East Robinson Street
25' LANDSCAPE BUFFER BOUNDARY or I undo, F I or i da 32801 5o Feet from norma I high e I evat i on of
Prairie Lake and Lake Meadow.
22' 24' 24' 22' PROPOSED LEFT TURN LANE 5. Acreage:' 44. 18 Gross Acres (Per Boundary survey )
`' !SEE F D O.T INDEX 3011 37.5 Net Acres (Per Approved PUD) 25-Foot combination buf Fer and setback
where commercial areas abut residential
TI-06.
' Existing Land Use Vegetation: Vacant I and with a
T ___ .
PL/ROW predominance of oak trees and pasture. Parcels.
Feet From conservation areas.
LEGEND
DESCRIPTION
EX/STING
PROPOSED
SANITARY SEWER SYSTEM
- - r %- -
01
STORM SEWER SYSTEM
��
WATER SYSTEM
- ->a- -
-- -
FIRE HYDRANT
_ -� -
_+
CONTOUR
--------
DRAINAGE STRUCTURE
D3
SANITARY R ST UCTURE
4 S
LOT NUMBER
8
EXIST./00 YR.FLOOD EL.864 t - - - - -
COMPENSATING
STORAGE AREA
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(TYP.)
TYPICAL TOWNHOUSE LOT DIMENSIONS
DESCRIPTION
Am
l5'LANDSCAPE
�-
7. Existing Zoning: PUD, Medium Density
ss' 72s' TRACT
14. Project Population: 646 persons (estimated)
i & WALL
8. Proposed Amendment: Submit Preliminary Subdivision Plans
■
for approval based on the 4/12/91
15. School Age Population: Total project 122 students
N N EAR
Approved PUD.
s"BACK
SETBACK
16. Open Space/recreation Ares: Private park and recreation
.
Net
space to be provided at a rate o-F 5
75 75 1
9. Project Summary: Acreage Units Density
percent of the net usable land (37.5>
SLOE 40' SIDE 7.5 SLOE � 25'
32.1 213
AC or 5 AC/1 000
= 1.875popLa I at I On
SETBACK SETBACK SETBACK
'
Single Fami l y 1 8. 8 87 0.22
646 x 5/1 000 = 3. 23 AC (provided i n Tract H )
Townhomes 13.3 126 0.10
N N 40' ' 6
- Roads 3.35
17. Major Streets/Railroad: Building Setback 50 Feet from
- Open Spaces 8.73
Clarke Road and Railroad ROW line
■
TOTAL 44.18
�f�
The access to Clarke Road is in accordance with the plan.
Future Land Use High Density Residential (a portion
S�
of the site is Conservation/Floodplain>
18. Support Services:
Minimum Lot Frontage
20'
FRDAT Roar \
Maximum Allowable Impervious Surface Area
26.25 Ac.(70%)
Water Service: -
SETBACK SETBACK
(Overa I I Site)
City of Ocoee 6401 5 GPD - Residentia 1
kI DRIVEWAY N DRIVEWAY
Proposed Impervious
Sewer Service:
-►�-�f--/' MIN.
ropose57-Irn�-( Norma I Water Leve I >
O. 59 Ac.
City of Ocoee 54250 GPD - Residentia I
NOTE:
Propose Impervious Surface Area (Single Family)
THE WALL SHALL BE 6'FROM THE
Right -of -Way (Roadways, Parking,Sidewalks)
2.75 Ac.
Stormwater Management: Off -site retention per City
HIGHEST GRADE ON EITHER SIDE
TYPICAL 55 X12V LOT TYPICAL STREET SIDE LOT
Building Pad
Driveways
5.59 Ac.
1.28 A c .
of Ocoee and State Regulations (Tract H).
Nor TO SCALE NOT To SCALE OF THE WALL.
Proposed Impervious Surface Area (Townhouse)
Fire Protection : City of Ocoee
CLARKE ROAD
Right -of -Way (Roadways, ParKing,SidewalKs)
Building
2.99 Ac.
19.
TYPICAL SINGLE FAMILY LAYOUT WALL DETAIL
Pad
Driveways
TOTAL
3.41 Ac.
0. 90 Ac.
Parking to be provided at a rate of 2 spaces per unit
(outside the pub I i c right-of-way) .
Proposed Impervious Surface Area17.51
Ac.( ,)
Development of public streets to provide 2 spaces outside
*Remainder provided in overall PUD
public right-of-way.
REVISIONS
CONTRACTOR "AS-BUILTS"
SUBMITTAL
DATE
CITY OF OCOEE
CITY oR
COUNTY
BY
DESCRIPTION
state that these "As-Builts" were furnished to me by the contractor
BOWYER
SINGLETONIhereby
listed below. I, or an employee under my direct supervision
have reviewed
these "As-Builts" and believe them to be in compliance with
my knowledge
W.M.D.
Michael Scott Stearns
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20. A Homeowners Association shall be created to
provide for the continuing maintenance of
all private common park/open space areas.
21. Lot Setbacks
Minimum Building Setbacks (Single Family)
Front 25'
Side 7.5'
Rear 1. 25'
Street Side25'
Minimum Building Setbacks (Townhome)
Front 20'
Side 0'
Rear 10'
Street Side (To back of sidewalk) 15'
Rear (Railroad R/W) 50'
Minimum Building Separation Requirements
Side to Side 20'
Side to Rear 30'
Rear to Rear 50'
22. Parking
Required Spaces (Single Family)
Garage 87 x 2 = 74
Driveway 87 x 2 = 74
TOTAL Single Family 348 = 4.0 Per Unit
Required Spaces (Townhouse)
Garage 280
Driveway 280
Parking Spaces 70
TOTAL Townhouse 630 = 5.0 Per Unit
TOTAL Parking 978 = 4.59 Per Unit
SINGLE-FAMILY SETBACKS
FRONT
25,
REAR
25'
SIDE
75'
STREET SIDE
25'
of what was actually constructed. This statement is based upon site & ASSOCIATES , INCORPORATED Florida Reg. Number OVERALL SITE PLAN
observations of the construction. FINAL
APPROVAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
Contractor's Name Engineer BID SET 407-843-5120 e ENGINEERING BUSINESS #1221
,
Not valid without the signature and the original raised seal of a Florida PRAIRIE LAKES
Registered Engineer. As -BUILT � , li �� �� ��� � i�l
FLORIDA DATE MARCH 2O05
DESIGNED NLC
CHECKED MSS
SCALE 1" - 100,
PROJECT NO. PLO10/PSP
FILE NAME PLOIOCOS.DGN
SHEET 4 OF 20
wok 0 2 2005
11
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CONDITIONS OF APPROVAL
I. THE PROJECT WILL BE DEVELOPED IN ONE (1) PHASE.
2. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF
OCOEE. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED
OVER SERVICE LINES AND DEDICATED TO THE CITY OF OCOEE.
3. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH
THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.
18. A PROPERTY OWNERS ASSOCIATION WILL BE CREATED FOR
MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND
FACILITIES, UNLESS OTHERWISE NOTED.
19. A PROPERTY OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR
THE MAINTENANCE OF ALL LANDSCAPE AREAS. LANDSCAPE AREAS
SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPEARANCE FREE
OF REFUSE AND DEBRIS.
4. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE
20. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE
NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO
PROPERTY OWNERS ASSOCIATION SHALL BE CONVEYED TO THE
PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF
BE PLACED BACK OF THE STREET, NO MORE THAN 5 FEET FORWARD OF
THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS
PLATTING.
WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE 21. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT OF WAY
STREET RIGHT-OF-WAY LINE.
AS A
RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT
5.
THE CITY OF OCOEE IS SUBJECT TO THE TERMS PROVISIONS
SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE
AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163,
GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE.
CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS
UNDER CERTAIN CIRCUMSTANCES.
22. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO CLARKE
ROAD OR A.D. MIMS ROAD EXCEPT AT THE APPROVED LOCATIONS
6.
THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING
SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN.
PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO
PRESERVE EXISTING PROTECTED
23. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL
TREES. FOR LOTS CONTAINING
PROTECTED TREES, THERE WILL
BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING.
BE NO GRADING OR OTHER
CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE
FINAL SUBDIVISION
24. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND
PLAN; UNTIL BUILDING PERMITS ARE ISSUED
FOR THOSE LOTS.
TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES
SHALL BE PLACED UNDERGROUND.
7.
REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO
CLEARING ROAD
25. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN
RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED
IN THE FINAL SUBDIVISION PLAN. ALL EXISTING
ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE.
PROTECTED TREES
ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE
PLAN REVIEW FOR THAT
26. ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE
LOT, TO DETERMINE WHETHER OR NOT EACH
TREE NEEDS TO BE REMOVED.
DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS
,ASSOCIATE
DOCUMENTS AND DEEDS CONVEYING PROPERTY TO A
8.
IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS
HOMEOWNNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATION SHALL
POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND
BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL AND SHALL
RETENTION AREAS WILL BE FLAGGED; FOR REVIEW BY THE CITY PRIOR
COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME
TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR
OF RECORDING OF ANY SUCH INSTRUMENT..
SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE
PRESERVED HAVE BEEN CLEARLY
27. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS,
MARKED WITH TREE PROTECTION
BARRIERS.
MANHOLES AND STRUCTURES, TOGETHER WITH TRACTS DRAINAGE 1 AND
DRAINAGE 2 (RETENTION PONDS), WILL BE OWNED, OPERATED AND
9.
RECLAIMED WATER WILL BE USED FOR. IRRIGATION PURPOSES.
MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION.
A MASTER IRRIGATION SYSTEM WILL BE INSTALLED TO SERVICE ALL
COMMON AREAS AND RESIDENTIAL
28. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT
LOTS. THIS MASTER SYSTEM WILL
BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS
OF THE CITY OF OCOEE CODE.
10.
NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL
OF ANY PROTECTED TREES
29. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER
WITHOUT FIRST OBTAINING A PERMIT FROM
THE BUILDING DEPARTMENT. THE REMOVAL
LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE
OF PROTECTED TREES
SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO,
REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF
AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE
THE DEVELOPMENT REPLACING THOSE USES.
DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE
THE TREES
30. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION
ON SITE.
MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF
11.
UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE
THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE
'
EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10'
SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION.
UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE
STREET RIGHTS
31. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH
-OF -WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS
EASEMENT IF
MAXIMUM 5:1 SIDE SLOPES INTO THE POND.
NECESSARY TO RUN THEM AROUND EXISTING PROTECTED
TREES TO BE PRESERVED.
32. ALL BUILDING PAD ELEVATION SHALL EXCEED THE 100-YEAR
12.
ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT
FLOOD ELEVATION BY A MINIMUM OF TWO FEET.
ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING
PROTECTED TREES TO BE
33. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING
PRESERVED.
THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS:
13.
EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR
AND A BLUE REFLECTIVE
a. PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO
MARKER SHALL BE AFFIXED TO THE STREET
IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT.
LEVY, COLLECT AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE
COMMON AREAS SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO DO SO
14.
ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL
OR SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO COLLECT
BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION. THE
ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF
LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE
THE COMMON AREAS.
b. PROVISION GRANTING THE CITY OF
INDIVIDUAL LOT OWNERS.
OCOEE THE RIGHT, BUT NOT
THE OBLIGATION, TO REPAIR AND MAINTAIN THE STORMWATER SYSTEM
15.
THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO
SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO DO SO AND SEEK
ENABLE THE CONSTRUCTION OF RAMPS AT ALL APPLICABLE RIGHT -OF-
REIMBURSEMENT FROM THE HOMEOWNERS ASSOCIATION, OR FROM THE
DEVELOPER
WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED)
IF (I) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT
OCCURRED, OR (II) IF
IN ORDER TO PROVIDE PHYSICALLY CHALLENGED PERSONS ACCESS TO
THE DEVELOPER IS STILL RESPONSIBLE FOR
THE MAINTENANCE OF
SIDEWALKS AND STREETS. SIDEWALKS ABUTTING EACH PLATTED LOT
THE STORMWATER SYSTEM.
C. PROVISIONS PROVIDING THAT
SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE UNIT.
THE SWMS WILL BE TRANSFERRED
TO A RESPONSIBLE OPERATION/MAINTENANCE
WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN
ENTITY ACCEPTABLE TO
THE CITY IN THE EVENT OF DISSOLUTION
LOCATION, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE
AND THAT IF DISSOLUTION
OCCURS WITHOUT SUCH APPROVAL THEN
APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS
THE CITY MAY CONTINUE TO
LEVY AND COLLECT ASSESSMENTS AND IMPOSE
ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE ,TIME OF
LIENS WITH RESPECT
THERETO NOTWITHSTANDING THE DISSOLUTION
PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS.
OF THE HOMEOWNERS
ASSOCIATION.
16.
ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES,
d. PROVISION THAT THE HOMEOWNERS ASSOCIATION SHALL AT ALL
TIMES BE
WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS
IN GOOD STANDING WITH THE FLORIDA SECRETARY OF
STATE.
LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE
COMPLETED PRIOR TO
e. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF
ISSUANCE OF THE CERTIFICATE OF COMPLETION
FOR THOSE CORRESPONDING PHASES.
THE HOMEWONERS ASSOCIATION TO THE MEMBERS, THE DECLARANT
SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE
17.
STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMON
PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION
THAT
AREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED
THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED
PLANS
BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT THE
AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S
REPORT INDICATES
DEVELOPER'S EXPENSE AND THE COST TO THEIR OPERATION WILL BE
ANY CORRECTIVE ACTION IS REQUIRED THAT
DECLARANT
ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17.CORRECTIVE
SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH
ACTION
AT THE DECLARANT'S EXPENSE AND TO POST A
DATE BY DESCRIPTIONI DATE BY
REVISIONS
CASH BOND WITH THE HOMEOWNERS ASSOCIATION FOR THE ESTIMATED
COSTS OF SUCH CORRECTIVE ACTION.
-F. PROVISION THAT N;0 PROPERTY OWNED BY THE CITY OF OCOEE
OR ANY OTHER GOVERNME TAL ENTITY SHALL BE SUBJECT TO
ASSESSMENTS LEVIED BY THE HOMEOWNERS ASSOCIATION.
9. PROVISION THAT Ai Y AMENDMENT TO ANY PROVISION AFFECTING
THE CITY REQUIRES THE; CONSENT OF THE CITY IN AN INSTRUMENT
RECORDED WITH THE AMENDMENT.
h. NOTWITHSTANDING 7HE CONVEYANCE OF THE STORMWATER
RETENTION PONDS TO THE HOMEOWNERS ASSOCIATION, OR ANY
PROVISION TO THE CONTC,ARY CONTAINED IN THESE CONDITIONS OF
APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE
MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM
(SWMS), INCLUDING ALL,STORMWATER RETENTION PONDS, UNTIL SUCH
TIME AS (I) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED
AN APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE
CITY AND SJRWMD, (II)!THE STORMWATER RETENTION PONDS
INTENDED TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION HAVE
IN FACT BEEN CONVEYED TO THE HOMEOWNERS ASSOCIATION, (III)
THE HOMEOWNERS ASSOCIATION IS DESIGNATED AS THE MAINTENANCE
ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS
REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY
SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE
DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE
SWMS, AND (V) THE CITY, HAS BEEN PROVIDED WITH A WRITTEN
STATEMENT FROM THE HOMEOWNERS ASSOCIATION ACKNOWLEDGING
RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH
RESPECT TO THE SWMS AND THAT THE HOMEOWNERS ASSOCIATION IS
RESPONSIBLE FOR MAINTENANCE OF THE SWMS.
34. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE
ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING
PROVISIONS.
35. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE
CITY BUILDING DEPARTMENT AT THE TIME OF FINAL PLAT
SUBMITTAL.
36. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN
AUTOMATIC RAIN SENSOR.
37. THE DEVELOPER SHALL COMPLY WITH ORDINANCE N0.2001-19
REGARDING COMMUNITY MEETING ROOMS REQUIREMENTS FOR
RESIDENTIAL SUBDIVISIONS.
38. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY
PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT
EXPRESSLY SET FORTH ON A WAIVER TABLE FOR EXPLICITLY SET OUT
ON THE PLAN.
SINGLE-FAMILY CONDITIONS OF APPROVAL
39. ALL ROADWAYS WIT{IIN THE SINGLE-FAMILY PORTION OF THE
PROJECT SHALL BE,PUBLIC RIGHT-OF-WAY AND SHALL BE DEDICATED
ON THE PLAT.
40. THE SINGLE-FAMILY PORTION OF THE PROJECT SHALL NOT BE
GATED.
41. ALL RESIDNETIAL BUILDING LOTS SHALL HAVE, AT A MINIMUM,
THREE (3)TREES PER LOT. SAID TREES SHALL BE AT LEAST TWO
(2) INCHES IN DBH� AND AT LEAST TEN (10) FEET IN HEIGHT.
ALSO, THE DEVELOPER SHALL PLANT, WITHIN FIVE (5) FEET OF
RIGHT-OF-WAY OF EACH STREET WITHIN A RESIDENTIAL
DEVELOPMENT, ONE (10 SHADE TREE FOR EVERY FIFTY 950) LINEAR
FEET OF RIGHT-OF-WAY. THE TREES SHALL BE PLACED ALTERNATELY
ON EITHER SIDE OF THE STREET. TREES SHALL HAVE A MINIMUM
OVERALL HEIGHT OF TEN (10) TO FIFTEEN (15) FEET AT THE TIME
OF PLANTING. ALL REQUIRED YARDS SHALL BE SODDED.
TOWNHOME CONDITIONS OF APPROVAL
42. THE TOWNHOMES PORTION OF THE PROJECT IS A PRIVATE
COMMUNITY WITH A MANDATORY HOMEOWNERS ASSOCIATION OWNING AND
MAINTAINING THE PRIVATE STREETS AND DRAINAGE FACILITIES.
PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT WILL BE
GRANTED TO ALL UTILITY SUPPLIERS FOR INGRESS AND EGRESS OVER
THE PRIVATE STREET TRACTS FOR ACCESS AND MAINTENANCE OF
THEIR UTILITIES AND TO THE CITY OF OCOEE LAW ENFORCEMENT AND
EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY.
43. TRACT ACCESS, ACCESS ROAD THROUGH THE PROPERTY, IS A
PRIVATE ROAD OWNED AND MAINTAINED BY THE PROPERTY OWNERS
ASSOCIATION, WITH ACCESS AND UTILITY EASEMENTS GRANTED TO
THE CITY OF OCOEE.
44. A PERPETUAL NON-EXCLUSIVE ACCESS EASEMENT OVER ALL
INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN
FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES
FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE
CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN
RECORDABLE FORM WITH RESPECT TO THE FOREGOING.
45. THE TOWNHOME PORTION OF THE PROJECT SHALL NOT BE GATED.
46. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF
AN INDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
47. THE DEVELOPMENT WILL COMPLY WITH SECTION 6-15 OF THE
OCOEE LAND DEVELOPMENT CODE REGARDING MULTI -FAMILY
DEVELOPMENT STANDARDS.
48. STREET TREES SHALL BE PROVIDED BY THE DEVELOPER AT A
RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF
OCCUPANCY FOR EACH BUILDING.
49. SHORT TERM RENTALS (RENTAL TERM LESS THAN 6 MONTHS)
SHALL BE PROHIBITED. THIS RESTRICTION SHALL BE INCORPORATED
INTO THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
AND SHALL PROVIDE THAT THE PROVISION MAY BE ENFORCED BY THE
CITY.
50. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
WILL INCLUDE LANGUAGE REQUIRING THAT GARAGES MUST BE USED
FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE
PRIVATE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING
SPACES.
51. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
SHALL PROHIBIT RV AND BOAT PARKING WITHIN THE TOWNHOME
PORTION OF THE PROJECT.
52. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
SHALL INCLUDE LANGUAGE REQUIRING THAT IF TRASH CANS ARE USED
AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT
IF THEY ARE STORED OUTSIDE THE GARAGE THEY SHALL E SCREENED
FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING.
53. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
WILL INCLUDE LANGUAGE REQUIRING A 6' PRIVACY FENCE ON ALL
THREE SIDES OF ANY LOT WITH AN ACCESSORY STRUCTURE, PER
SECTION 5-6B OF THE CITY OF OCOEE LAND DEVELOPMENT CODE.
54. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
WILL INCLUDE LANGUAGE REQUIRING LIMITATIONS ON THE SIZE AND
PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN
CERTAIN REAR YARDS.
55. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
WILL INCLUDE LANGUAGE REQUIRING ALL LOTS WITH FENCING TO
HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE.
56. THE DECLARATION FOR THE TOWNHOME PORTION OF THE PROJECT
SHALL PROVIDE THAT A TRASH PICKUP WILL BE PROVIDED FOR EACH
INDIVIDUAL UNIT. NO DUMPSTERS SHALL BE UTILIZED FOR WASTE
DISPOSAL.
57. TOWNHOME PAVEMENT WILL HAVE A 6" RAISED CONCRETE
CURBING AS NOTED ON PLANS.
58. ALL BUILDING MOUNTED EQUIPMENT SHALL BE PAINTED SAME
COLOR AS BUILDING.
59. ALL ABOVE GROUND EQUIPMENT SHALL BE PAINTED BLACK.
60. RYLAND HOMES IS WILLING TO PARTICIPATE AND WILL PAY UP
TO HALF THE COST OF AN EMERGENCY SIGNAL ON CLARKE ROAD AS
REQUIRED BY THE FIRE DEPARTMENT.
61. PURSUANT TO THE CITY OF OCOEE ORDINANCE 78-14, THE
TOWNHOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED IN
COMPLIANCE WITH NFPA 13D.
62. THE PERIMETER OF THE SITE ALONG CLARKE ROAD WHERE
ROADWAY IMPROVEMENTS HAVE NOT BEEN COMPLETED WILL BE
DESIGNED TO THE PROPOSED ROADWAY ELEVATION WITH FINAL
ENGINEERING. THE COST OF THE FILL, PLACEMENT AND TRUCKING
OF NECESSARY FILL WITHIN THE RIGHT-OF-WAY WILL BE THE
RESPONSIBILITY OF THE CITY. THE OWNER WILL THEN CONSTRUCT
THE SIDEWALK AND WALL ONCE THE ELEVATION HAS BEEN RAISED.
63. LOTS 35-74 ARE RESTRICTED FROM HAVING COVERED LANAIS OR PATIOS
WITHIN REAR YARD. SCREEN ENCLOSERS ARE ACCEPTABLE.
64. THE ON -SITE MEETING FACILITY WILL BE SHARED BY BOTH THE TOWNHOME
AND SINGLE FAMILY RESIDENTS.
65. SPECIAL CARE WILL BE GIVEN TO SAVE AS MANY TREES ON SITE AS
POSSIBLE. TREES WILL BE CLEARED OF RIGHT-OF-WAYS AND UTILITIES
ONLY BY THE CONTRACTOR. LOT CLEARING WILL BE ON A LOT BY LOT
BASIS AFTER THE SITE HAS BEEN INSPECTED.
66. THE EMERGENCY LIGHT COST SHARING AGREEMENT WILL BE IN PLACE
PRIOR TO FINAL ENGINEERING PLANS APPROVAL. PAYMENT OF
PROPORTIONATE COST TO BE PAID PRIOR TO PRE -CONSTRUCTION
CONFERENCE.
67. ALL STEM WALLS/RETAINING WALLS WILL BE DETERMINED ON A LOT
BY LOT BASIS DURING FINAL ENGINEERING.
68. SILVESTRY IS TO CREATE AN AGREEMENT FOR TRACT H. THE CITY WOULD
ISSUE IMPACT FEE CREDITS, THIS TO BE IN PLACE PRIOR TO PLATTING.
TRACT
USE TABLE
TRACT
TYPE
OWNERSHIP & MAINTENANCE
ACREAGE
ACCESS
EMERGENCY ACCESS
CONSERVATION
DRAINAGE 1
DRAINAGE 2
A
B
C
D
E
F
I
J
K
L
M
ACCESS
EMERGENCY ACCESS
CONSERVATION / OPEN SPACE
DRAINAGE / OPEN SPACE
DRAINAGE / OPEN SPACE
OPEN SPACE / LANDSCAPE
OPEN SPACE / LANDSCAPE
OPEN SPACE / LANDSCAPE
OPEN SPACE / LANDSCAPE
WALL / LANDSCAPE
OPEN SPACE / LANDSCAPE
WALL / LANDSCAPE
WALL / LANDSCAPE
SIDEWALK TRACT
RECREATION / OPEN SPACE
LIFT STATION TRACT
OPEN SPACE
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
OWNED BY HOA W/DEVELOPMENT RIGHTS TO CITY &SJRWMD
PUBLIC; OWNED & MAINTAINED BY HOA
PUBLIC; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
PRIVATE; OWNED & MAINTAINED BY HOA
DEDICATED TO THE CITY OF OCOEE
PRIVATE; OWNED & MAINTAINED BY
DEDICATED TO THE CITY OF OCOEE HOA
PRIVATE; OWNED & MAINTAINED BY HOA
(SHEET 15) FOR TRACT LABELING
3.
0.117
27
.257
4.610
2.046
1.866
849
0.537
.7
1.08
0.153
08
0.532
0.32
0.254
0.332
0.434
0.025
0.230
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac
Ac.
SEE GRADING SHEETS
(8-10) & TRACT LOCATION PLAN
CONTRACTOR "AS-BUILTS" SUBMITTAL7[:407-843-5120
DESCRIPTION
I hereby state that these "As-Builts" were furnished to me by the contractor CITY OR CITY OF OCOEE FLOR/DA DATE MARCH Zoos
listed below. I, or an employee under my direct supervision have reviewed counlTYWYER SINGLETONthese "As-Builts" and believe them to be in compliance with my knowledge W.M.D. BDESIGNED NLc
of what was actually constructed. This statement is based upon site SSOCIATES, I NCORPORATED Michael Scott Stearns
observations of the construction. Florida Reg. Number CON/TONS OF APPROVA CHECKED _MSS
FINAL
APPROVALTH MAGNOLIA AVENUE OR�ANDO, FLORIDA 32801 57602 SCALE NTS
Contractor's Name Engineer' BID SET ENGINEERING BUSINESS -1221 Not valid without the signature and the original raised seal of a Florida PROJECT N0. PL010/PSP
Registered Engineer. , PRAIRIE LAKES FILE NAME PL010PGN2.DGN
AS -BUILT
SHEET 5 OF 20
NOb O 2 2005
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-- REVISIONS
COn DATE BY DESCRIPTION ---�ATE BY
C� — DESCRIPTION
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(CONTRACTOR "AS-BUILTS" —
SUBMITTAL DATE
I hereby state —
t these "As-Builts" were furnished to me by the contractor CITY OR
listed below. 1, or an employee under my direct supervision have reviewed COUNTY
these --
"As-Builts" and believe them to be in compliahce with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site observations of the construction.FINAL --
APPROVAL
Contractor's Name — Engineer BID sET
Not valid without the signature and the original raised seal of a Florid —
Registered Engineer.
NOTE: .
I. SILT FENCE SHALL BE REMOVED PRIOR To THE
CERTIFICATE OF OCCUPANCY BEING ISSUED BUT NOT
. BEFORE THE SODDING/SEEDING IS COMPLETED
I
M B I CITY OF OCOEE
OWYER SING
LE
Michael Scott Stearns
& ASSOCIATES, INCORPORATED Florida Reg. Number
1 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 0 ENGINEERING BUSINESS -1221
I
TURBIDITY BARRIER
FABRIC -� F TURBIDITY BARRIER POST
,,N,,"E POSTS 20* TOWARDS FLOW)
FLOW
DIRECTION
EXISTING 8'-I
GROUND _ )'i��
FOOT APPROVED TEMPORARY TURBIDITY BARRIER PRE -ASSEMBLED IN 100'ROILS
UTILIZING 21 X e X 4'WOODEN POSTS P 81 Clc MAX. W13, OF WOVEN
13EOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC-985-4.
SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA.
NOTES:
CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS:
I. TURBIDITY BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL,
ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR
TO THE END OF ITS USE,IT SHALL BE REPLACED PROMPTLY.
3-SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.
4ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE TURBIDITY BARRIER
IS NO LONGER REQUIRED SHALL BE DRESSED To CONFORM WITH THE
FINISHED GRADE. PREPARED AND SEEDED.
TYP. SILT FENCE/TURBIDITY BARRIER DETAIL
N.T.S. FIG143
—
-
FLORIDA DATE MARCH 2005
DESIGNED NLC
EROSION CONTROL PLAN CHECKED MSS
SCALE ill - 100,
PROJECT NO. PL010/PSP
PRAIRIE LAKES FILE NAME PLO10ECP.DGN
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REVISIONS
BY DESCRIPTION DATE BY DESCRIPTION
I
SECTION B-B
CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
CITY OR
I hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. 1, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
___ r--�___k-_i---I-- Y
SEE '!YP K SECTION
1 1 —
SECTION C-C TOWNHOMES
SECTION D-D SINGLE FAMILY
CITY OF OCOEE FLORIDA DATE MARCH 2O05
BO
WYERDESIGNED NLC
SINGLETON
Michael Scott Stearns DING & DRAINAGE KEY SHEET CHECKED MSS
CG
� ASSOCIATES, IN ORPORATED Florida Reg. Number SCALE 1" _ 120'
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 a ENGINEERING BUSINESS -1221 PROJECT NO. PL010/PSP
1 A
PRAIRIE LAKES FILE NAME PL010CGPKEY.DGN
SHEET 7 OF 20
ffo V +8 2 20�
REVISIONS
BY DESCRIPTION DATE BY DESCRIPTION
I
SECTION B-B
CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
CITY OR
I hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. 1, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
___ r--�___k-_i---I-- Y
SEE '!YP K SECTION
1 1 —
SECTION C-C TOWNHOMES
SECTION D-D SINGLE FAMILY
CITY OF OCOEE FLORIDA DATE MARCH 2O05
BO
WYERDESIGNED NLC
SINGLETON
Michael Scott Stearns DING & DRAINAGE KEY SHEET CHECKED MSS
CG
� ASSOCIATES, IN ORPORATED Florida Reg. Number SCALE 1" _ 120'
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 a ENGINEERING BUSINESS -1221 PROJECT NO. PL010/PSP
1 A
PRAIRIE LAKES FILE NAME PL010CGPKEY.DGN
SHEET 7 OF 20
ffo V +8 2 20�
STANDARD CURB &
GUTTER (TYP•J�
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(SEE SHEET 7
FOR DET AIL)
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`-
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REVISIONS
CONTRACTOR "AS-BUILTS" (
SUBMITTAL
DATE
CITY OF
OCOEE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
CITY OR
LEGEND
DESCRIPTION EXISTING PROPOSED
STORM SEWER SYSTEM —
CONTOUR -------------
SPOT ELEVATION 087.42 ♦87.42
PROP.
LOT GRADING E T. —\
DRAINAGE DIVIDE — — — — — -
I
DRAINAGE AREA 2J36 Ac.
DIRECTION OF SURFACE FLOW —M
LOT GRADING TYPE A
LOT GRADING TYPE MOD. A
LOT GRADING TYPE B LOT GRADING TYPE MOD. B
NOTES
I. BUILDER TO COORDINATE PLACEMENT OF STEMWALLS, RETAINING WALLS
AND STEP DOWN GARAGES AS REOU/RED
2. ALL SLOPES IN EXCESS OF 5.1 TO BE SODDED.
3. SPECIAL CARE WILL BE GNEN TO SAVE AS MANY TREES ON SITE AS
POSSIBLE. TREES WILL BE CLEARED FOR RIGHT-OF-WAYS AND UTILITIES
ONLY TH L BY E CONTRACTOR. LOT CLEARING WILL BE ON A LOT -BY -LOT BASS
AFTER THE SITE HAS BEEN INSPECTED.
4.TURBIDITY BARRIERS SHALL BE REMOVED PRIOR TO THE CERTIFICATE
OF OCCUPANCY BEING ISSUED BUT NOT BEFORE THE SODDING/SEEDING
IS COMPLETED.
LRCM AN # A # B } C }
Fir EL
EXTERIOR
ORADES
FOOTER
Me
C0jA&kK
P/L
4'
TT�SED
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p 5' PROPOSED
SECTION B-B
LOT NUMBER
TYPE OF GRADING
DrREMON OF
SURFACE FLOW
R/w /n/SyEO FLOOR EL
UNE1
il.. —
TYPICAL LOT LAYOUT
/ITS
I hereby state that these "As-Builts" were furnished to me by the contractor
COUNTY
B OWY\R SINGLETON
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge
of what was actually constructed. This statement is based upon site
W.M.D.
Michael Scott Steorns
& ASSOCIATES, I NCORPORATED Florida Reg. Number
Q�
GRADING GX DRAINAGE PLAN
FINAL
observations of the construction.
APPROVAL
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
Contractor's Name Engineer
407-843-5120 e ENGINEERING BUSINESS ^ 1221
BID SET
Not valid without the signature and the original raised seal of a Florida
■
PRAIRIE LAKES
AS -BUILT
Registered Engineer.
a
FLORIDA
DATE
MARCH 2O05
DESIGNED
NLC
CHECKED
MSS
SCALE
1" . 50.
PROJECT NO.
PL010
FILE NAME
PLO1OCGP1.DGN
SHEET
8 OF 20
fVOd p 2 2005
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LEGEND
DESCRIPTION 9"Y14:�-rIAIr-
FOR DETAIL) MATCHLINE SEE SHEE", /0 ------ -
STORM SEWER SYSTEM
CONTOUR
-A
SECTION A
DRAINAGE STRUCTURE Dj
87.42 87.42
SPOT ELEVATION
0 0
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7
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5�5 5.41
6
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Al" M. D 161.,
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BY I DESCRIPTION I DATE I BY
11WATCHLINE SEE SHEET 8
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
DESCRIPTION CITY OR
Ihereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below, 1, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W. M. D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. i AS -BUILT
BOWYER SINGLETON CITY OF OCOEE
Michael Scott Stearns
— — —F
WW UsE �i
0y9FMLTL
P/L
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4" rrPE OF GRAONG
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T'PICAL LOT LAYOUT
Mrs
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TOP OF
A BERM as
—c %
D—
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N. T. S.
Pono I
TOP OF BERM A ST.60
BOTTOM OF BERM a 86.50
NORMAL WATER LEVEL c 82.00
BOTTOM OF POND D 6T.00
SLOPE BREAK E 80.00
& ASSOCIATES, INCORPORATED Florida Reg. Number GRADING & DRAINAGE PLAN
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 0 ENGINEERING BUSINESS "1221
A ii 1111 1 PRAIRIE LAKES
=10 001 IftiEorm"awr1w
80%m WAreft LeVeL an ju
OV1111111) Willies
ZE
FLORIDA DATE MARCH 2005
DESIGNED NLC
CHECKED MSS
SCALE 1" - 50'
PROJECT NO. PLO10/PSP
FILE NAME PLO1OCGP2.DGN
SHEET OF 20
''NOV
/
k m
/
j lay r;
LOT GRADING TYPE A
LOT GRADING TYPE B
J
1� WW
N
J
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BY I DESCRIPTION
LO
0
N
N
LOT GRADING TYPE MOD. A
LOT GRADING TYPE MOD. B
NOTES
/. BUILDER TO COORDINATE PLACEMENT OF STEMWALLS. RETAINING WALLS
AND STEP DOWN GARAGES AS REOU/RED
2. ALL SLOPES IN EXCESS OF 5.1 TO BE SODDED.
3. SPECIAL CARE WILL BE GIVEN TO SAVE AS MANY TREES ON SITE AS
POSSIBLE. TREES WILL BE CLEARED FOR RIGHT-OF-WAYS AND UTILITIES
ONLY BY THE CONTRACTOR. LOT CLEARING WILL BE ON A LOT -BY -LOT BASIS
AFTER THE SITE HAS BEEN INSPECTED.
4. TURBIDITY BARRIERS SHALL BE REMOVED PRIOR TO THE CERTIFICATE
OF OCCUPANCY BEING ISSUED BUT NOT BEFORE THE SODDING/SEEDING
IS COMPLETED.
E1 A B C }
FF EL-
• — — R1W LINE?
EXrIOR
GRA E
VARIES
III FOOTER
EN
CP#E&RLCLK
REVISIONS
DATE BY DESCRIPTION
— —s
R1WLINE p
LOT NUMBER
TYPE OF ORAOFNG
O FRECrION OF
f \1 SURFACE FLOW
R/W NNE FINISHED FLOOR EL.
.. — .. — . .
TYPICAL LOT LAYOUT
NYS
RIGHT- 10'10' WIDTH VARIES 10, 5' TRACT
OF -WAY LINE
TOP OF
A BERM 10e TOP OF
B Ips1 BERM
o a S'.
E pow scores
D
BOTTOM EL.
POND 2 SECTION
CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
I hereby state that these "As-Builts" were furnished to me by the contractor CITY oR
listed below. I, or an employee under my direct supervision have reviewed CouNTY
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. As -BUILT
N.T.S.
Pona
2
TOP OF
BERM
A
87.50
BOTTOM
OF BERM
B
86.50
NORMAL
WATER LEVEL
C
82.00
BOTTOM
OF POND
D
70.00
SLOPE BREAK
E
80.00
TYPE J-MANHOLE
R
WIDTH VARIES
TOP EL. 8T.0
TOP EL 81.0
Si H�
BOTTOM EL. TT.00
COMPENSATING STORAGE POND SECTION
N.T.S.
BOWYER
SINGLETON
& ASSOCIATES, I NCORPORATED Michael Sc gt
Stearns
Florida Re Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 o ENGINEERING BUSINESS "1221
LEGEND
DESCRIPTION EXISTING PROPOSED
STORM SEWER SYSTEM
CONTOUR -------------
DRAINAGE STRUCTURE D3
SPOT ELEVATION 87.42 a87.42
LOT GRADING PROP.
EXIST.
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DRAINAGE AREA 2✓36�Ac.
DIRECTION OF SURFACE FLOW
i
CITY OF OCOEE
GRADING & DRAINAGE PL AN
PRAIRIE LAKES
FLORIDA DATE MARCH 2O05
DESIGNED NLC
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SCALE 1" . 50,
PROJECT NO. PLO10/PSP
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DATE I BY
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
DESCRIPTION CITY OR
Ihereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
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BOWYERCITY OF OCOEE SINGLETON
Michael Scott Stearns & T I LI T Y PLAN KEY SHEET
ASSOCIATES, INCORPORATED Florida Reg. Number U
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 v ENGINEERING BUSINESS -1221
PRAIRIE LAKES
OWNHOME
�W
BACKFLOW
IJ
PREVENTER
p
'J
WATER
METER
- 6" SEWER LATERAL
W/CLEAN-OUT,TYP
(BY BLDG. CONTR.)
i
WATER METER AND SEWER
CLEAN -OUT LOCATIONS TO BE
SHOWN ON THE ARCHITECTURAL
DRAWINGS AND COORDINATED WITH
THE BUILDING MECHANICAL
DRAWINGS.
THE CONTRACTOR SHALL REFER
TO THE TYPICAL CITY OF OCOEE
— UTILITY EASEMENT
SEWER AND WATER DETAILS.
WILL CONTAIN POWER,
CATV AND PHONE
LINES
NOTES:
CONTRACTOR TO HAVE
PRECONSTAUCTION MEETING
WITH THE CITY OF OCOEE
UTILITY DEPT.AND SUBMIT SHOP
DRAWING FOR CITY REVIEW
PRIOR TO ORDERING STRUCTURES
6" SEWER MANIFOLD
(BY BLDG. CONTR.)
FLORIDA DATE MARCH 2O05
DESIGNED NLC
CHECKED MSS
SCALE 1" = 120'
PROJECT NO. PLo10/PSP
FILE NAME PLO10CUTKEY.DGN
SHEET 11 OF 20
W V1 12
SEWER
LEGEND
\
MAT CHLI NT S T SHEET I
T\ .
`\ \. _ l ION EXISTING PROPOSED
.:\\\\\\�\ R.,.�\:..�'I-'`I SAN/TARP SEWER SYSTEM
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9 CONTOUR
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GE STRUCTURE 03
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LOT NUMBER
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\,\ ♦• \\\\\��\\\�\\\�; \ ,a ... \\ v,.,,, , - -. ..._ ._ -.. _. _ \ �\ �� \l\♦\\�� .._ _ ..- -- - _.._ _ NOTES.
/5' UTILITY. - - - - - -
- \ \. \\\\`: \� _ - _ _ 11 - `'ji 11 WAT RMAI
1 `-
EASEMENT \\� �\ ,\; \\
_ \T\�\\�\�.\,\ _ -- _. _ _. - I EACH LINE
TO,
1 CONCRETE WILL BE DIP UNDERNEATH
REQ ESTED ASPHALT
YHTHE �D
.
ITYP >OF OCOEE.
_ 1
104 - - - - - - HOMES WILL BE MASTER METERED FOR REUSE
THE TOWN ,
103
28
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__ ALL EXISTING UTILITIES SHOW
- - UNDER RAILROAD. ADD VALVES ON BOTH ARE FOR INFORMATIONAL PURPOSES ONLY.
SIDES OF THE RAILROAD. CONTRACTOR _ CONTRACTOR TO FIELD VERIFY ALL EXISTING
WATER MAIN. FIELD LOCATE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION.
W
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
CITY OF OCOEE
DESCRIPTION DATE BY DESCRIPTION
I hereby state that these "As-Builts" were furnished to me by the contractor
CITY OR
COUNTY
BOWYER SINGLETON
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge
is based
w•M.D.
ASSOCIATES, INCORPORATED
Michael Scott Stearns
Florida Reg. Number
of what was actually constructed. This statement upon site
observations of the construction.
FINAL
APPROVAL
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801
57602
407-843-5120 a ENGINEERING BUSINESS *1221
Contractor's Name Engineer
BID SET
Not valid without the signature and the original raised seal of a Floridai
1
Registered Engineer.
AS -BUILT
UTILITY PLAN
PRAIRIE LAKES
ZE
FLORIDA DATE MARCH 2O05
DESIGNED NLC
CHECKED MSS
SCALE 1" = 50'
PROJECT NO. PL010/PSP
FILE NAME PL0,10CUT1.DGN
SHEET 12 OF 20
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ALL EXISTING UTILITIES SHOWN ON THIS PLAN
ARE FOR INFORMATIONAL PURPOSES ONLY.
CONTRACTOR TO FIf LD VERIFY ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION. MATCHLINE SEE SHE II T 14
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MATCHLINE SEE SHEET 12
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
BY DESCRIPTION DATE BY DESCRIPTION CITY OR
[hereby state that these "As-Builts" were furnished to me by the contractor�, COUNTY
listed below. 1, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W. M. D.
of what was actually constructed. This statement is based upon site
,observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
BOWYER SINGLETON CITY OF OCOEE
Michael Scott Stearns
& AssociATES, I NCORPORATED Florida Reg. Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA .32801 57602
407-843-5120 0 ENGINEERING BUSINESS -1221
LEGEND
DESCRIPTION EXISTING PROPOSED
SANITARY SEWER SYSTEM
STORM SEWER SYSTEM
WATER SYSTEM — — —
FIRE HYDRANT
CONTOUR --------------
DRAINAGE STRUCTURE D3
SANITARY STRUCTURE S4
SPOT ELEVATION X89.80 087.42
LOTNUM8ER 8
DIRECTION OF SURFACE FLOW MW 3.
NOTES:
ALL WATERMAIN LOCATED UNDERNEATH ASPHALT AND
CONCRETE WILL BE DIP AS REOUESTED BY THE CITY
OF OCOEE.
THE TOWNHOMES WILL BE MASTER METERED FOR REUSE.
CONTRACTOR TO TIE PROPOSED
8"WATERMAIN INTO EXISTING
STUB. CONTRACTOR TO FIELD VERIFY
& LOCATE EXISTING WATERMAIN.
EXISTING /0 REUSE MAIN
UTILITY PLAN
PRAIRIE LAKES
0
FLORIDA DATE MARCH 2005
DESIGNED NLC
CHECKED MSS
SCALE Vi - 50'
PROJECT NO. PLO10/PSP
FILE NAME PLO10CUT2.DGN
SHEET 13 OF 20
. 44M
NOV 0 2 2005
NOTE:
ALL EXISTING UTILITIES S HOWNON THIS PLAN
ARE FOR INFORMATIONAL URP OSES ONLY.
CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
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T�------------ NOTE:
_________
Q THE PERIMETER OF THE SITE ALONG CLARKE
o WHERE ROADWAY IMPROVEMENTS HAVE NOT B
° COMPETED WILL BE DESIGNED TO THE PROPG
CONTRACTOR TO TIE REUSE MAIN INTO ROADWAY ELEVATION WITH FINAL ENGINEERING.
V EXISTING REUSE L/NE. CONTRACTOR
TO FIELD LOCATE AND VERIFY EXISTING THE CITY WILL PROVIDE ALL NECESSARY FILL AND
° 30' UTILITY EASEMENT REUSE MAIN. THE OWNER WILL THEN CONSTRUCT THE SIDEWALK
g (TYP.) AND WALL ONCE THE ELEVATION HAS BEEN RAISED.
REVISIONS
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CONTRACTOR "AS-BUILTS"
1 hereby state that these "As-Buiwere furnished to me by the contractor
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge
of what was actually constructed. This statement is based upon site
observations of the construction.
Contractor's Name Engineer
SUBMITTAL
DATE
BOWYER SINGLETON
& ASSOCIATES, I NCORPORATED
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801
407-843-5120 ENGINEERING BUSINESS #1221
Michael Scott Stearns
Florida Reg. Number
57602
CITY OF OCOEE
DATE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
CITY OR
COUNTY
w•M•D•
FINAL
APPROVAL
BID SET
Registered Engineer. a 1111kA 11
LEGEND
DESCRIPTION EXISTING PROPOSED
SANITARY SEWER SYSTEM
STORM SEWER SYSTEM ° — _—
WATER SYSTEM --- Do ----
FIRE HYDRANT — — — �__
CONTOUR 66------ - --
DRAINAGE STRUCTURE D3
SANITARY STRUCTURE S4
SPOT ELEVATION X89.80 087.42
LOT NUMBER 8
DIRECTION OF SURFACE FLOW
NOTES:
ALL W AT ERMAI N LOCATED UNDERNEATH ASPHALT AND
CONCRETE WILL BE DIP AS REQUESTED BY THE CITY
OF OCOEE.
THE TOWNHOMES WILL BE MASTER METERED FOR REUSE.
ii
UTILITY PLAN
PRAIRIE LAKES
FLORIDA
DATE
MARCH 2O05
DESIGNED
NLC
CHECKED
MSS
SCALE
V = 50'
PROJECT NO.
PL010/PSP
FILE NAME
PL010CUT3.DGN
SHEET
14 OF 20
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TRACT USE TABLE
TRACT
TYPE
OWNERSHIP & MAINTENANCE
ACREAGE
ACCESS
ACCESS
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
3.387
Ac
EMERGENCY ACCESS
EMERGENCY ACCESS
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.117
Ac
CONSERVATION
CONSERVATION / OPEN SPACE
OWNED BY
HOA W/DEVELOPMENT
RIGHTS TO CITY
& SJRWMD
2.257
Ac
DRAINAGE 1
DRAINAGE / OPEN SPACE
PUBLIC;
OWNED &
MAINTAINED
BY
HOA
4.610
Ac
DRAINAGE 2
DRAINAGE / OPEN SPACE
PUBLIC;
OWNED & MAINTAINED
BY
HOA
2.046
Ac
A
OPEN SPACE / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
1.866
Ac
B
OPEN SPACE / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.849
Ac
C
OPEN SPACE / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.537
Ac
D
OPEN SPACE / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
1.087
Ac
E
WALL / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.159
Ac
F
OPEN SPACE / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.083
Ac
G
WALL / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.532
Ac
I
WALL / LANDSCAPE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.254
Ac
J
SIDEWALK TRACT
DEDICATED
TO THE
CITY OF OCOEE
0.332
Ac
K
RECREATION / OPEN SPACE
PRIVATE;
OWNED &
MAINTAINED
BY
HOA
0.434
Ac
L
LIFT STATION TRACT
DEDICATED
TO THE
CITY OF OCOEE
0.025
Ac
M
OPEN SPACE
PRIVATE;
OW>�1ED,/r8,_fgAIrNTA=1NE.D BY
HOA
0.230
Ac.
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DEDICATED TO THE
CITY OF OCOEE
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�� EATBACK •� } _t v� *. I/ f-♦ t,:�' {7�1.1 SIDE— 75 4d 7.5 SIDE
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1•'
SETBACK SETBACK
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ld UTILITY _
— — EASEMENT '� \
TYPICAL 551xI41'O' LOT
NOT TO SCALE ` \\
TYPICAL SINGLE FAMILY LAYOUT
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE CITY OF OCOEE
BY DESCRIPTION DATE BY DESCRIPTION CITY OR OWYER
Ihereby state that these "As-Builts" were furnished to me by the contractor COUUNTY SINGLETON
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D. Michael Scott Stearns
of what was actually constructed. This statement is based upon site FINAL & ASSOCIATES, I NCORPORATED Florida Reg. Number TRACT LOCATION PLAN
observations of the construction. APPROVAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 e ENGINEERING BUSINESS ^ 1221
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida PRAIRIE LAKES
Registered Engineer. As -BUILT
. ..... ... ...
\ t.
FLORIDA
DATE
MARCH 2O05
DESIGNED
NLC
CHECKED
MSS
SCALE
1" - 100,
PROJECT NO,
PL010/PSP
FILE NAME
PL010pspTRACTkey.DGN
SHEET
15 OF 20
NOV O flfl�
J
CQ
W
N
J
j
O
O
h
QL
0
0
g
O'
O
I
QL
i
:ffil
DIMENSIONS
AND
QUANTITIES
See General Note No. 3.
See Steer 5 Of 6 For 5 fS7ob Ouontitles
D
X
A
B
C
E
F
G
M
N
3' CONCRETE
SLAB
ICY I
O
SODDING
I SO.YDS.1
single
Double
Triple
Quad.
Sing/e
Double
Triple
Quad.
Sing/e
Double
Trlp/e
Quao.
pipe
pipe
pipe
pipe.
Pipe
pipe
Pipe
Pipe
P/pe
Plpe
P/pe
Plpe
2 . /
Slope
15,
2'-7'
1.92,
2J8'
4J0'
2D6'
5'
122'
463'
721'
979'
1237'
1.191
027
0.41
054
0
21
24
27
30
16,
2' - l0'
l97'
2.74'
4.7/'
256'
6'
1.41'
492'
7.75'
1056'
13.42'
12P
031
0.45
0.60
0.75
22
25
28
3/
4
3' - 5'
2D6'
3B5'
591,
356'
7'
173'
550,
892'
1233'
1575'
125,
039
059
0.79
/00
24
28
32
35
30,
4' - 3'
2J5'
495'
O'
456'
8'
2.00'
6.081
1033'
1458'
1883,
129,
0.46
076
1.04
1.32
26
31
35
40
36.
5' - F
225'
6.081
833'
556'
9
224'
667'
1175'
1683'
2/9z
133'
055
094
133
/7/
28
34
39
45
do
& - a,
234,
721'
955,
656'
!0'
2.45'
725'
/325'
/925'
2525'
/38'
0.66
US
1,66
2J5
30
37
43
50
46,
6' - 9'
243'
833'
1076'
756'
11'
265'
783'
1458'
2133'
28.08'
1.42'
0.76
1.37
/_%
Z57
32
39
47
54
54,
7' - 8'
252'
9.44'
1196'
656'
12'
2B3'
8.42'
16A8'
2375'
31.40
1.46'
OB7
162
238
3.14
34
42
51
59
60,
8' - 6'
262'
1056'
13J8'
956,
14'
3.00'
9.001
1750'
25.00'
3450'
150'
099
190
2BI
373
36
45
55
64
9 - 2'
2.71'
1168'
143'
1056'
15,
3.181
958'
18.75'
2792'
37.08'
04'
W
2J5
32/
4.27
3B
48
58
68
721
l0' - 0'
280'
12,60'
1560'
1156'
16'
330'
10J6'
20.16'
30J6'
40.16'
l58'
124
P-46
368
1 490
1 40
51
62
73
4 :1
Slope
,
' - 27'
227'
4D9'
636'
4D3'
8'
122,
463'
721'
9.79'
12- 7'
IJ9
0.40
0,61
OBO
I
23
26
29
32
I
2' - IO'
236'
5.121
7.48'
5.03,
9'
1.41'
490
775'
1058'
13.42'
12/'
0.47
069
09/
IJ4
25
28
3/
35
B E
0 6.40 0625' Dimensions permitted to allow use of B'standord pipe lengths.
p 10.40' OIOJY Dimensions permitted to allow use of 12'stondard pipe lengths.
0 O Concrete slab stall be deepened to form bridge across crown of ptpe. See section below.
-
24'
3' - 5'
253'
7JB' A
971'
7.03' 0
/l'
173'
550'
892'
1233'
1575'
125,
060
090
121
ISE
26
32
36
40
30,
4'- 3'
2.70'
925'
1195'
9D3'
13,
2DO'
6A8'
1033,
14.58'
18B3'
129'
0.76
IJ9
1.63
2.07
3/
36
41
46
36,
5'- r
2B7'
1/3l' O
14.18'
/ID3' O
/5'
224'
667'
/675'
I683'
2/92'
133'
0.69
1.46
2A5
263
34
40
46
52
41,
6-0'
3,05'
1337'
/6.4e
13.03,
17'
2.45'
725'
1325'
/925'
2525'
138,
LOS
182
257
3.34
38
44
51
58
322'
/5.43'
1865'
I5D3'
19
265'
783'
/456'
2/33'
28A8'
1.42'
121
2J5
3.07
AO
4/
46
56
63
54'
T - 8'
339'
17.49'
2088'
17.03'
21'
2.83'
8.4e
16,08'
2375'
31.42'
1.46'
I39
255
372
488
44
52
6/
69
60'8'
- 6'
356'fl-1'562-
95'
23J1'
I9A3'
23'
3.00'
9A0'
/750'
26D0'
3450'
I50'
159
3.02
1.44
5'66
47
56
66
75
,
9' - 2'
3.73'9'5'
2535'
2/A3'
25'
3JB'
958'
1875'
2792'
37A8'
154'
l9/
366
5.40
7
49
59
69
80
7
l0' - 0'
39/'268'
2659
23D3'
27'
330'
lOJ6'
20J6'
3016'
40J6'
l58'
2J2
4J8 1
624
830 1
52
63
74
85
Sad _/ 1, Beveled Or Round Corners 4)
_ _ ___ y
--- --- -/
3�
JI to
It zzi
\
Concrete Or 5 FrNck, 0---
Sod
Reinforcedd With
IfA WWF 6x6 -WL9xWL4
TOP VIEW - SINGLE PIPE
3'Or54'0 ,•7'Y / H C
Deepen Around Outside
Edge Of Pipe For, 5 d Stab B
ZZZZZZZA
o Concrete
Pipe Connector
Saddle
2 Not Less Tian D
No Plea Joint Permitted #4 Bar -
Palo For As Pipe Culvert
SECTION
I�
Inlet Type 2 Symmetrical About CL
60�0 0. 17A
/ 2' Dlo.Cover
See Slab Reinforcing + / b C Inlet
Detail This Sheet. �o /
5' 0 Concrete o
Support Post
l0' - 0 3' - 0'
A
INLET TYPE l
INLET TYPE 2 SYMMETRICAL ABOUT C
To Be Paid Limits Of Inlet Construction To Be Paid
For As C. & G. For As C. & G.
FJ.Of Goiter
"v
Ca 2
b I b 6'
Sad L /' _I Beveled Or Round Corners u'
i
--
711
�m
-
- - - I - - - - - -
Ax\
Concrete Slob,X Or 5fT'Mck, N
Reinforced With WWF 6x6 - WIA WL4
/-$od 1
TOP VIEW -MULTIPLE PIPE
> Side Ditch Grade Jo�1e5
' Note: See sheet 6 for details and notes.
i 54' R/W
c
i
i 29' 25'
9' l2' 8' 4' 12, 9'
' 4'
3 2'
PROFILE
4*"S
r GRADE
I "/FT I FT V4"/FT
IFT
r
4" CONC. S/W (TYP.)
STANDARD C/J(-?B
(BY OTHERS)
& GUTTER (T€€'P.) IV2"MIN. A.C.S.C. TYPE S-3
4'X6" STRBILIZATION 6" SOIL CEMENT BASE COURSE
TO F.B.V. 50 P.S.I. (TYP.) 12" COMPACTED SUB -BASE TO 95Z
MAX. DENSITY, AASHTO T-180
i
TYP/CAL ENTRANCE SECT/ON
SINGLE-FAMILY
5P
EXIT LANES
2% MAX.
2% MAX.
M/N.Jd1z' A,CS.C.(TYPE S-//
6LIMEROCK BASE COURSE
!�l
12' j0,MPACTED SUBBASE TO 98%
MA11 DENSITY AASHTO.(T-180)
r
TOWNHOUSE ENTRANCE
NOT TO SCALE
I /2'
6'x16' HEADER
CURB
5' Sod 1968 00272SH02.OGN I
'�Slope : 4 :!Miter : To CP/pe For Pipes l8-And Smaller. -
2 :1 For Pipes 24' And Larger.
2 :1 Miter : To Q'ipe For Pipes 18'And Smaller CONCRETE
1: l For Pipes 24M FLUSH
• ALarger. CURB--"
URB PAVEMENT
i
CROSS DRAIN MITERED END SECTION
22,
F 12' iz /2' 12'
%2 R
PAVEMENT
BA E
GRASS
LOT LOT
VARIES VARIES GRASS
MIAMI CURB DETAIL (TYPE 'B')
6' CONC. SWK.
lV2"A.C.S.C.(TYPE 000NCRETE FLUSH CURB (TYP.)
6" SOIL CEMENT MIA//CURB 7'TRANSfr10N
12"SUBGRADE COMPACTED
TO 95% MAX. DENSITY
A.A.S.H.T.O., T-180, 75 FBV.
TYP/CAL PAVEMENT SECT/ON
Q
GENERAL NOTES '
I�
F
A
I. The finished grade and slope of the inlet tops are to conform with the finished cross slope and
�TAQ/L/z ED '. •'
SUBIGRADE'•
grade of the proposed sidewalk and/or border.
�
2. When inlets are to be constructed on a curve refer to the plans to determine the radius and, where
ZD
..
necessary, modify the inlet details accordingly. Bend steel when necessary.
COMP
T:.
,aC. Ea s
e�asE:.::.::.::::
Inlet Type 4 Symmetrical About C
3. All steel in inlet top shall have l I/4" minimum cover unless otherwise shown. Inlet tops shall be either
cost -in -place or precast concrete.
FA
4. The rear wall portion of inlet tops Types 1,2,3 & 4 moy be constructed with brick. Dowels to top slob required.
� .CONCRETE FLUSH
CURB
DETAIL
6
2 Dlo. Cover
5. Only round concrete support post will be acceptable.
See Slab Reinforcing
6. For supplemental details see Index No.201.
Detail This Sleet. -{-
CL Inlet
7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrian
FINISHED GRADE
crosswalk where practical.
8. For bottoms
structure see Index No.200.
CONCRETE
A
BLOCK
36" MIN.
5° 0 Concrete
Support Post
r"
OR BRICK AND (SEE NOTE 4)
COVER
6'-0' 3"°
_ #6 Bors e 9'
MORTAR WALL
FILLING AT
g-o
# h
�
#6 Bars
BOTH ENDS
_--VENT HOLE
P STAINLESS
INLET TYPE 3
m
�"
m
RESTRAINED
STEEL BANDING
PER SET
INLET TYPE 4 SYMMETRICAL ABOUT C
a
o
-
g
#
JOINT DUCTILE- --
- - - - - - -
-
-
- - - - OF
m
IRON
PIPE
SKIDS MINIMUM)
U
II
#6 Bars
¢ m -
L-A 5' 0 Concrete Support Post
#6 Bars @ 9
rA
_ #6 Bars 0 9'
3' - 0' IO' 0 3' - 0' 3' G 3' 0' 6' - 0 3' 0 3' 0 # o a
Gutter Gutter Trans T�s( o t� #6 Bars (Typ.) l
Trans. Trans. h m w o
SECTION 88 (TYPE I AND 2 1 SECTION BB ( TYPE 3 AND 4 J m o 8 g
#
4' - 0' /' 6° L 4' - 0' P- 6° v
i I I' - 6' °- #6 Bars
v m #6 Bars
See Note 'v 5' 0 Concrete 1O 6° ^ Front Of Curb
No.4 Support Post I See Note d 5° 0 Concrete tO ^ Bock Of Curb #6 Bars 0 9 5' 0 Concrete Support Post
No.4 I Support Post ( A
-1 1 2'-0' - 9' 617j /Oh' No.6 Top Bars
6'Concrete Or 6'Concrete Or l g
8 Brick. 6' 3' 6' 6° 8' Brick. 6' 4' - 0' 6' ' /Oh, 7" 3 No.6 Bottom Bars
DIMENSIONAL SECTION DIMENSIONAL SECTION 21�, For 3'-6'Structure Bottom
18; For 4' - 0' Structure Bottom
No.6 Bars Unless No.7 Bottom Bars
No.6 Bars Otlnrwlse Stavn No.6 Bars No.6 Bars Unless
6' 6' 9' 1 Shaw
To Be Paid Limits Of Inlet Construction To Be Paid
For As C. & G. For As C. & G.
FLOf utter c
` o �6.
TABLE OF VARIABLE DIMENSIONS
DIMENSION
3' 6'
4'-0'
A
/'-91
P-6°
B
118
P-5°
C
P-9'
1'-10
D
9
7f
No.6 Bars At 9 Cfrs. FTT T_No.6 Bors At 9' Ctrs. 9' 6° 7V2' 7V2' 3 rw se n No.6 Bars At 9' Ctrs.
No.6 Bars At9'Ctrs. No.5 Bars At9'GYrs. SLAB REINFORCING INLETS 1,2,3 and 4
No.6 Bars J -J 'Ell
M
No.6 Bars
No.4 Bars 9° I' 8° I
At 8° Ctrs No.7 Bars �' No.4 Bars No.7 Bars "4' 4P - 5'
Both Ways
At 8° Ctrs. I �_ 6' No. 4 Bars At 8' Ctrs.
No.4 Bars At 8' Ctrs. Both ways No.4 Bors At T Ctrs.
3' - 6' Diameter - k 4' - O' Diameter I I
REINFORCING SECTION REINFORCING SECTION DIMENSION & REINFORCING
3'-6" DIA. STRUCTURE BOTTOM ( SECTION AA J 4'-0" DIA. STRUCTURE BOTTOM (SECTION AA 1 SECTION FOR TYPE E CURB
TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 NOTE :ALL INLET STRUCTURE TOPS TO BE PRECX
1988 002/09
DESCRIPTION
6" MIN° F�--
i
STEEL CASING PIPE
DUCTILE IRON PIPE
I
& GUTTER
BACK OF CURB
FLOW LINE
EDGE OF PAVEMENT
TOWNHOUSE
M/AM/CURB 7'TRANSMON
50' R/W 1
■ 25' ( 25' ■ TOP OF CURB
■ 4' 9' 12, 12' 9' 4'.
■ 2 ' • ip PAVEMENT SURFACE
' ' FLOW UNE
PROFILE SECTION
GRADE V4 "/FT
l/4 /FT %2"/FT
4" CONC. S/W (TYP.)
(BY OTHERS)
MIAMI CURB
& GUTTER (TYP.) IV2" MIN. A.C.S.C. TYPE S-3
PVMT.
4'X6" STABILIZATION 6" SO/L CEMENT BASE COURSE
TO F.B.V. 50 P.S.I. (TYP.) 12" COMPACTED SUB -BASE TO 95%
MAX. DENSITY, AASHTO T-180
PERSPECrNE
TYP/CAL PAVEMENT SECT/ON STD. CURB TO MIAMI CURB TRANSITION
SINGLE-FAMILY
EXTRUDED STD.TYPE 6" x 16" D.TYPE
CURB 7'TRANSITION 'F' CURB CURB 7'TRANSITION STST CURB
& GUTTER
& GUTTER
BACK OF CURB �T-
,-TOP OF CURB
N EDGE OF PAVEMENT
PAVEMENT SURFACE ° - f-
1
1_
FLOW LINE N
PLAN
SECTION
F[US
H CURB
7-,
i
STD TYPE
& GUT7FRCU�,e
6qC�
PVMT.EDGE---- - - - - --
CURB
2a,
PERSPECTIVE
STANDARD CURB & GUTTER (TYPE "F")
TO CONCRETE FLUSH CURB TRANSITION
WIDTH VARIES -SEE PLAN
TREATED WOOD
SKIDS AT 10' PAVEMENT
MINUMUM SPACING a I
(SEE NOTE 2) 1
SIDEWALK DETAIL ABUTTING PAVEMENT
4" x 4" x 4'-6" 1 STAINLESS
LONG TREATED WOOD STEEL BANDING
SKIDS (SEE NOTE 3) STRAP
1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL
REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET.
2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL,
MAY BE REQUIRE BY THE COUNTY OR MAY BE SUBSTITUTED IN LIEU OF
WOOD SKIDS AND BANDING STRAP.
3, LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24"DIAMETER.
4. WHERE PRACTICAL, CASING SHALL EXTEND 10'BEYOND EDGE OF PAVEMENT
AND SHALL NOT BE LESS THAN G'BEYOND EDGE OF PAVEMENT IN ANY CASE.
THE COUNTY MAY REQUIRE LONGER CASING FOR DEEPER BORES.
BORING AND JACKING DETAIL
(FIG.106)
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
DATE BY DESCRIPTION CITY OR
I hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. 1, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
4'-O' - INTERIOR SITE
5'-a-ALONG CLARKE RD.& HACKNEY PRAIRIE RD.
n/,'ir _
NOTES:
/.CONCRETE SHALL BE 3000 PSI.
2.SIDEWALK SHALL BE 6°THICK AT ALL DRIVEWAYS AND POND AREAS.
SIDEWALK DETAIL
ADJACENT TO THE CLARKE ROAD TURN LANE
JUST SOUTH OF HACKNEY PRAIRIE ROAD
Vz"EXP.JOINT 3�
V2" EXP. JOINT 61-,
6'CONCRETE
HEADER CURB
E 4
ION
V G.VGUTTER T
CURB &
PLAN VIEW
4° CONC. SIDEWALK
6.0 •/ /2° EXP. JOINT
T EXCEL 2Bd-
•�.� E No
�. SLaP
6'TYP. RAMP FLOOR
AND SIDES
STANDARD 2'CURB & GUTTER V2" EXP. JOINT
(REMOVE & REPLACE)
SECTION A -A
NOTES.
LENT/RE EXISTING CURB/NG SHALL BE REMOVED &REPLACED.
2.LOW CURB & TRANSITION MAY BE FORMED AT THE OF
CURB CONSTRUCTION.
3.CONSTRUCT WITH CLASS A (3000PSOCONCRETE.
4.CONTRACTOR TO VERIFY WITH LOCAL AGENCY THE REQUIREMENT
OF DETECTABLE WARNING STRIPS PER THE FLORIDA ACCESSIBILITY
CODE SECTION 4.29.2 AND FIGURES 40(o & b).
WHEELCHAIR RAMP
6" x 16"HEADER CURB
The Contractor
NOTES: Hereby certh'!es to the OWNER that Improvements covered by 1Ns drowing
STANDARD CURB LCONCRETE SHALL BE 3000 PSI. O/M the related details have been constructed OS 1ZtCWo ed ar OS
& GUTTER modlfled by the notes and gropNcs shown. Absent o note or grapNC to
MODIFIED SIDEWALK DETAIL the cortrory. the Improvements have been constructed meeting Industry
Standard tolerances.
BOWYER
SINGLETOl`1
Michael Scott Stearns
& ASSOCIATES, I NCORPORATED Florida Reg. Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 c ENGINEERING BUSINESS " 1221
Signed: Dare:
Authortzed Contractor's RWesenrarive
CITY OF OCOEE FLORIDA DATE MARCH 2O05
DESIGNED NLE
CHECKED MSS
PAVING & DRAINAGE DETAILS SCALE NONE
PROJECT NO. PLO10/PSP
PRAIRIE LAKES FILE NAME PL010PPD.DGN
SHEET 16 OF 2D
�B 7A
3' VALLEY GUTTER TRANSITION TYPE 'A
CURB &
Pick-up [ MUST FOLLOW STREET ALIGNMENT GUTTER
Hole I
A
Non -Skid B•r A
Surface TOP OF
NOTE:ALL FLOW ONES MUST •C K K BANK EL. C
JOINTS I
MAINTAIN 0.024% MIN.
b GRADE
TOP VIEW ` TOP VIEW e Raised Or Depressed I EL. D
Identification Letter 3`F
TOP VIEW F
TOP VIEW" z o a" .o
FOOT TYPE •a CURB,
z o 'I '° 2 a '` & GUTTER O,p EL. E
b % I EL. F O 3" PVC
212 # s I EL. G
- - - - - - - - - - 2ti#5 41-0" @3n EL. H
SECTION PLAN I6' 8"
WALL SECTION SECTION WALL SECTION SECTION I
TYPE I TYPE II TYPE III o RaisedOrAl�maer Depressed 6' EL. /
For Manholes For Curb Inlets Types 1,2,3,& 4 For Curb Inlets Types 7 & 8 BOTTOM VIEW
CAST IRON FRAMES !'-!/�° I8' I8• d d
`I- I d d d 'd B LA
2 No. B Bars Reinforcing Bars 0 6' Centers Both Ways Except Middle Bars -t •N
2 - No.8 Bars Shawn @ 7' Centers. All Bars With ACl Standard Hooks Canted d • • d ' d 'd ' % o o WALL SECTION
OT Aporox.45 '.Or Embedded !n Accordance With The Slab 3" ^ o • • o • ^ d 'd d d d
2 N0.8 Bars Reinforcement Detail Shown Under Optional Construction Joints. I I ;
Steel No.3 of 3. Except Bars Around Manhole Opening Shall NOTES (TOPS, FRAMES. AND COVER) 3
Be Hooked. e° 3'-O• _ 2'-O•
EL. D
1. All steel bars shall lave gnimum cover unless
All Reinforcement No.6 Bors Bar Size Top Diameter otherwise shown and shall be looked where indicated. - SECTION I"
Except 6 -No.B Bors Shawn. No.4 316'& 4' 'i SECT/ON B-B SECT/ON A -A
Bars Spaced @ 6' Centers Both No.5 6' 2. Manhole top Type 7 s/ob5 s/a/l ho of Class /I concrete. COVER FOR ALL FRAMES (3' VALLEY GUTTER) tTYPE A CURB & GUTTER)
Ways Except Middle Bars Shown No.6 7' Concrete as specified In ASTM C-478 may be used for -
B 7' Centers. Al! Bars with ACI precast units. see Genera/ Note No 2.
- - Standard Hooks Canted Approx. WEIGHT OF CASTINGS
I\qx,
45',Or Embedded /n Accordance 3. Manhole top Type 7 slabs may be of cost -In -place or
With The Slab Reinforcement precast construction. The optional key Is for precast tops .3 V ALLEY GUTTER & TRANSITION DETAIL
Detail Shown Under Optional and In lieu of dowels. From and slab openings are to Type L /26 Lbs.
Construction Jolnts,Steet be omitted when top Is used over a Junction box. Frames
q @ T No.3 of 3,Except A11 No.B Bars q @ 7° con be adjusted with from one to six courses of brick. Type lu 134 Los. -
And No.6 Bars Around Manhole Type LT 98 Las. EL. E
Opening Shall Be Hooked. 4. Manhole top Type 8 may be of cost -in -place or precast
REINFORCEMENT PLAN REINFORCEMENT PLAN concrete construction or brick construction. For concrete
construction, the concrete and steel reinforcement shall Cover 212 Lbs.
_ Concrete Or - be the some as the supporting wail unit. An eccentric
8 For 3' 6' & 4' Dla.
e .. • !0' For 6' & 7' DIo. �� _ Note 4. cone may be used.
N \
.
., ' 2' DIa. 5. Monho/e tops shall be secured to structures by optional '
If� li' Optlona! Key° I II l'Optlonol Key $ ' o construction Joints as shown on Sheet 3 of 3.
�"""illll"5 @ 2'
/0 ° Draft Thickness Of !0" Droff Thickness Of 3'-6' Or 4' Dla. 6. Ali covers to be tack welded to frames at third paints or "5 @ 2'
2
Structure Wall Structure Wall grouted at third points with epoxy (total eleven (/D ounces ' 2,
3'-6',4'-O',61O',7'-O'D1o. 3'-6'.4'-0',6'-0CTILT Dlo. of mixed epoxy).
SECTION SECTION SECTION 7. Tie 212 to. cover Is the replacement for all previous dea4' B 8"
frames (traffic type). The 185 lb. cover is the replacement °5 CONT. FIELD CUT 2"
TYPE 7-T (TRAFFIC )(H-20 ) TYPE 7-NT ( NON -TRAFFIC 1 TYPE 8 for all previous Zdeep frames (non -traffic type). i EA. SIDE OF WEIR
MANHOLES OR JUNCTION BOXES MANHOLES
STRUCTURE TOPS 3 °5 Conti.@ 12'
3 .5 CONT. @ 12"
t
2'-0" l'-4" 2'-0„ 1,_4„
TOP AND FLOOR SLAB TABLE - TYPE J -5 3'-B" @ 20'
CONT. 1 �-_ � - 5 3'-8" @ �O"
4 '�5 H
ALT.A ALT.B ALLOWABLE FILL REINFORCING EL H
MAX OVER TOP SLAB
I.D. WIDTH LENGTH H/CKN SS Mln. Max. OP & FLOOR SLABS v /2• p 4 "5 CONT. v /2„
Type A Or B Riser 3'-6" Unlimited 8° 2' 29, 46 @ 6" CTRS. B.W. N TYP. \
N . TYP.
4' 0 unlimited 8" 2' 25' #6 @ 6" CTRS. B.W. 2 *5 CONT. 3"CL 3"CL
5'0" ' /0° 2' 2T #7 @ 6°CTRS. B.W. I. 4' O" 2 '5 CONT.
6'-04'-O"
Type A Or B Riser I
* 6' 5'-O" 6'-0° 8' 2' 20, #6 @ 6" CTRS. B.W.
# 4 Hoop
6' 6' 0" 6' O la' 2' 25' #7 @ 6" CTRS. B.W. SECTION A -A SECTION B-B
#8 Bars Bar (Arc) Some Size As
b( Tor 8' 6' a' 6' D" l0° 2' ll' #7 @ 6" CTRS. B.W.
o Slob Reinforcement. Fillet Each Corner
- + � d��-' Required Except When 3'-g° 5'-a' 1^
a Replaced By Peripheral _-- -' ' -_- 6'-0" 7'-a' l0° 2' 25' #7 @ 42 CTRS.B.W. #6 Bars See General Note No.9 NOTES e I. SOILS UNDER FOOTING TO BE COMPACTED TO 98% DENSITY (T-180)
Reinforcement
T-0" All Around E
5' a' o 2. CONCRETE 3000 PSI IN 28 DAYS
6' 0° 8' a' la' 2' l5' #7 @ 4' CTRS. B.W. ` N g N a
7'-a' �, a E y o Q h a s 3. REINFORCED STEEL 60.000 PSI
#6 Bars 8' 0° ` o 0- y z; - 3 a
o 6 , p `0 4, CHAMFER ALL EXPOSED CORNERS /4
Larger Boxes Require Special Design Details o � ; o a
Fillet Each Corner All Around x11 3
4 E b � `� c 5. ALL EXPOSED CONCRETE SURFACES SHALL BE HAND RUBBED,
� TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM � o � o � � � -i- h � � do h
12 j c amN�
'y�o�Do'
PLAN
d O I LO j C c
�W X ; 0 Non-RekDr OVERFLOW WEIR STRUCTURE
b (TypJ b w Corner Fillet
Hooks Required Hooks Required 3' 6"(Typ.J m, o h Noncree Or
b o 2 6 b e
0 0 3' 6" Or 4' 0° # 6" y c x Concrete Or J o
q� 6 Bars #6 Bars c� m 6" Reinforced o c All Aro no
Bars o c
J o * * 1 ILI
Concrete 6° _
c • o„ o E 6' 0 Unless Otherwise Shawn o'Or~ r I b o POND ELEVATIONS
3 n 8" 6'-O°,7' or 8' Dla. 8" Brlek Or Concrete 4. Cl 8' Concrete CT m N e ? 3'-6 o b c
'b J �_2�
c cIn Plans l' a a a m
o c ti s e c One Cage #9 @ 12'Ctrs. b a a 3' 6° n o
4' 0° Dla. b n
N o Q_ 3 s" 2` m o` 1 g 1 Cl._ g ELEV POND l POND 2
x - o Both Ways In Center Of �n o c ( c
o g c One Cage6 @ 12"Ctrs o° y Concrete Wall s ' o #4 Bars
g tie N c Both Ways In Center Pf #1 Bars @ 12' Ctrs. 3' 6° Unless o o g o � i g � o
Hor%Z. o y l2°errs b x �, WHITE (TYP> 1 A 70 50
Otherwise a
a, b o c a y Concrete Wall Shown In �, c °' ti "' ¢ x o c o b c Both Ways b „
J b c `
m o` o 4 Bars @ 6" Ctrs. Plans. 8' Max. c o o h m a -- n o 6 a` m B 38° 6
# m, o o b b b C 86.50 86.50
J m iohvE��O Hartz. oc^`m m,� h o o o C� ¢� o
o ~ = ** ° ^" E `� ti___J ? m o R W E W W 4.5' WIDE S/W (FRONT D 87.2 86.9
* ` y ** x W OF BLDG. ONLY) E 84.9 84.5
** - ** ** o # * b I\
Cl- *See Slab Table * * ** ** ** #4 Bars @ 9°Ctrs. m 4 Bars 9°Ctrs. m \
:Z * Both Ways. Both Ways.. F ____
� ____
ALTERNATE A **Peripheral Bars Or Straight End ALTERNATE B m HANDICAP SIGN G
< Embedments May Be Used In Lieu Of ----
Standard Hooks, In Accordance With ALTERNATE B ____
ALTERNATE A
Details Index No.201, Sh.3 Of 5 H ---- ----
41
1 411 WHITE E l ---- ----
TYPE J TYPE P 4" WHITE @ 4' O.C.
FOR INLETS, MANHOLES AND JUNCTION BOXES FOR INLETS, MANHOLES AND JUNCT ION BOXES K ---- ----
6" CURB MEAN 85.16 85.01
v 2" 10-24 86.58 86.84
25-24 87.14 87.14
GENERAL NOTES
co 25-96 87.53 87.42
z � ppp W
I. Walls of circular structures ( Alternate A) constructed in place moy be of 4. Reinforcement is based on Grade 40. Grade 60 or welded wire fabric,eitter B. All steel bars shall have minimum cover unless otherwise shown Horizontal steel in LQ
C non - re/nfoced concrete or brick or reinforced concrete. Precast and rectangular smooth or deformed, may be used as permitted by Note 4, Index 201, rectangular structures stall be lapped a minimum of 24 bar diameters at corners.
structures ( Alternate B ) shall be constructed of reinforced concrete only. Sheet 4 of 5. J
qj 5. Structure bottoms Types J and P may be used In conjunction with curb In/et tops 9. The corner fillels shown are necessary for 7ectangular structures used with circular risers /,,,
2. Wall thickness and reinforcement are for either reinforced cast -in -place or Types 1,2.3,4,5,6,9.and 10,and any manhole or Junction box unless otherwise and Inletthroatsand used on skew with rectangular wherisen
used
with InleteAll. throats. Fillets
(lets 9 I21 The Contractor
4 recast concrete units except that recast circular units m be furnished will be required in the lower end of the All. B riser when used with the All. A box. i
Q P p p °)' shown In the plans or otter standard drawings. Structure bottoms Type J,Nt.B 5 hereby certifies to the OWNER that improvements covered by this drawing
with walls In accordance with eeter AS.T.M. C-478 (up to 96-diameter ) or may be used In conjunction with curb inlet Types 7 & 8, or any ditch bottom Inlet TYP. HAND. (ly AS.T.M. C-76,Class /1l,LEWall,modified where the elliptical steel cage area Is unless otherwise shown in the plans or after standard drawings. 10. Inlet throats, riser or manhole tops shall be secured to structures as shown on Index No.201. 4J 4 and the related details have been constructed as indicated or as
o placed in the center one-third of the wall. modified by the notes and grophlcs shown. Absent o note or groph/e to
6. Rectangular structures may be rotated as directed by the Engineer in order to A Structures with depths over 14' are to be checked for flootatlon by designer of project drainage.
3. Top and floor slob thickness and reinforcement are for all types of construction. facilitate connections between the structure walls and storm sewer pipes. the contrary, the improvements have been constructed meeting industry
� Top and floor slabs for Type J units shall be of C/ass H concrete. Concrete as 12. Larger than specified standard units may be substituted at the contractor's option when Standard tolerances.
7. Except wren ACIhookswith are straight
emspecifically requor peripheral
reinhookforcement
In the top and bottom slabs TYPICAL PARKING LAYOUT
specified In AS.T M. C 478 (4000 psi) may be used In //eu of Class l onH Class 11 = these units will not cause or Increase the severity of utility conflicts. Such larger units
� concrete In precast Items manufactured in plants which are under the 'Standard may be replaced with straight embedments or perlp/ero/ reinforcement in accordance with the shah/ be furnished at no additional cost to tie Deportment. Larger Alternate A units cannot
4 concreoperatte
Procedures' for the manufactured
of precast drainage products. reinforcement detail shown under 'Reber Straight End Embedment Or Peripheral Reinforcement replace Alternate B units without approval of the Engineer. This note applies to this Index only. Signed: In Lieu Of ACI Standard Hooks For Top And Bottom Slabs, Index No. 201, Steel 3 of 5. y Dote.
C)/3. For manhole and junction box tops, for frames and covers, and, for supplementary details Authorized Zed Contractor's Representative
see Index No.201.
0-
1
REVISIONS
CONTRACTOR "AS-BUILTS" SUBMITTAL DATE CITY OF OCOEE FLORIDA DATE MARCH 2O05
DATE BY DESCRIPTION DATE BY DESCRIPTIONIhereby state that these "As-Builts" were furnished to me by the contractor COUNTY DESIGNED NLE
CITY OR BOWYE-47R SINGLETON
O listed below. I, or an employee under my direct supervision have reviewed -
In these "As-Builts" and believe them to be in compliance with my knowledge w•M•D• Michael Scott Stearns CHECKED Mss
of what was actually constructed. This statement is based upon site 'I FINAL & ASSOCIATES, I NCORPORATED Florida Reg. Number PAVING & DRAINAGE DETAILS SCALE NONE
N observations of the construction. APPROVAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
N 407-843-5120 ENGINEERING BUSINESS -w1221 PROJECT No. PLO10/PSP
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida PRAIRIE LAKES
MIE� FILE NAME PLOtOPPD2.DGN
Registered Engineer. As -BUILT ki
SHEET 17 OF 20
MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).*
PIPE SIZE
4°
G.
8°
10,
12'
16,
20"
24'
30'
90° BEND
20
27
35
41
48
45' BEND
9
12
15
17
20
22-1/2 °BEND
4
6
7
8
10
11-1/4 'BEND
2
3
4
4
5
PLUG OR BRANCH
OF TEE
54
57
74
86
102
NOTES:
1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE
INDICATED.
2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO
OR GREATER THAN SHOWN IN THE TABLE.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER,USE FITTING
WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE.
4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS
OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE
RESTRAINED UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN
ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST
RESTRAINT DESIGN FOR DUCTILE IRON PIPE°AS PUBLISHED
BY DIPRA,WITH THE FOLLOWING ASSUMPTIONS:
WORKING PRESSURE: 150 P.S.I.*
SOIL DESIGNATION: SAND -SILT*
LAYING CONDITIONS: TYPE 4*
G. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR
OF 1.5.
< TO BE COMPLETED BY THE ENGINEER.
RESTRAINED PIPE TABLE.
(FIG.104)
BACKFLOW PREVENTER
IN ACCORDANCE WITH
PLANS APPROVED BY
THE CITY
GATE VALVE
TEST COCK (TYP.)
GATE VALVE
THREADED i
UNION
NIPPLE (TYP.)
(2 REQUIRED)
' a
' 90' BEND
(2 REQUIRED)
1 z I
i
FINAL GRADE
\//��//
1h.�r / �i���72
/`i!/r
//, i 18 DIAMETER BY 6
:ice/�� I �i4/ii!
° A °
OR
FROM CCONCRETEBCOLLAR
TO
_ _ _ _I
WITH #4 BAR ALL
_ _
MAIN AROUND (2 REO'D.)
SERVICE
NOTES:
1. ALL PIPE AND FITTINGS 2' AND SMALLER SHALL BE
THREADED SCHEDULE 40 GALVANIZED STEEL
OR BRASS.
2. ALL EQUIPMENT ABOVE GROUND MUST BE
PAINTED BLACK.
3. BFP IS TO BE SCREENED BY SWEET VIBURNUM HEDGE.
REDUCED PRESSURE BACKFLOW
PREVENTER
(FIG. 501)
-
DOUBLE CHECK VALVE
BACKFLOW PREVENTER
FEBCO 805YD.
GATE VALVE
TEST COCK (TYP.)
GATE VALVE
THREADED I
UNION
NIPPLE (TYP.)
(2 REQUIRED)
PRESSURE GAUGE
W\VALVE (TYP.) zx
90' BEND
(2 REQUIRED)
E I
I SAMPLING TAP
FINAL GRADE
4' OSP
12'M1N,
--TAPPINGSLEEVE
_y
GATEVAL E
EXISITNG - - - - - - -
- �- -
- - - - NEW (TYP.)
MAIN - - . - - -
MAIN
J
TIE IN VALVE SHALL BE LOCKED
1L1
IN THE CLOSED POSITION AND
OPERATED BY CITY PERSONNEL
N
NOTE: ALL EQUIPMENT ABOVE GROUND MUST BE PAINTED BLACK.
ONLY.
IF NO VALVE PROVIDED, MAINTAIN
Vj
PHYSICAL SEPARATION UNTIL DEPT.
OF ENVIRONMENTAL PROTECTION LETTER
J
OF CLEARANCE IS RECEIVED.
J
O
TEMPORARY JUMPER DETAIL
I. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS
• PROVIDE FOR AND MONITOR THE PRESSURE AT
-
BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER
THE TIE-IN POINT. THE PRESSURE IN THE EXISTING
MAIN IMPROVEMENTS.
MAIN MUST NOT DROP BELOW 35 PSI.
2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER
• TIE-IN VALVE SHALL BE OPENED A FEW TURNS
C�
MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR
ONLY ENSURING A PRESSURE DROP ACROSS THE VALVE IS
FLUSHING OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM
ALWAYS GREATER THAN 10 PSI.
VELOCITY). AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY
NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE
C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE
-
MAINTAINED UNTIL AFTER FILLING. FLUSHING. TESTING AND
UTILITY COMPANY UNTIL FLUSHING BEGINS.
DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED
AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF
D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING
-
ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES
OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY
HAS BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED
THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER.
- TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAIN ALL
THE TIME AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE
E. AFTER FLUSHING. THE TIE-IN VALVE SHALL BE CLOSED
N
LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR
AND LOCKED IN THE CLOSED POSITION BY THE UTILITY
RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE
COMPANY.
V
AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE
-
EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN
4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING
Q)
ACCORDANCE WITH AWWA C651. 1992 EDITION. THIS TAPPING
THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN
SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE
TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF
DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA
INSTALLATION.
Z
C651. 1992.
S. EXCEPT AS REQUIRED TO FLUSH LINES OR GREATER THAN 8" IN
3. FLUSHING OF 10" DIAMETER AND LARGER WATER MAINS MAY BE DONE
DIAMETER. THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE
THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS.
LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE
C
p
THE FOLLOWING PROCEDURES SHALL BE FOLLOWED:
TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM
HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT
A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE-
AGENCIES.
3
TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND
ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN.
6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER
PERTINENT AGENCIES. THE CONTRACTOR SHALL REMOVE THE
4
VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPLACED OR A
NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING
TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO
BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS.
0-
VALVE.
B. THE TEMPORARY JUMPER CONNECTION SHALL BE
7• ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER
CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE.
O
CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL
FITTINGS. VALVE, ETC.. SHALL BE THE RESPONSIBILITY OF THE
O
BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING
CONTRACTOR.
Q
WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS
REQUIRED BY THE FDEP PERMIT,
0
PEAK DEMAND HOURS OF THE EXISTING WATER MAINS.
O
MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE.
O
TEMPORARY JUMPER
CONNECTION DETAIL
�o
DATE BY DESCRIPTION
DATE BY
C)
O
0
N
N
CROWN TRENCH IN
UNIMPROVED AREAS TRENCH WIDTH VAR
!3° MIN.) (SEE TYPE B W/ SIZE OF PIPE
BEDDING AND TRENCHING
DETAIL FOR OTHER
FINISHED
Z
SEE NOTE 4Lu
U
COMMON FILL
-� PIPE O.D.
12' (TYPJ
SELECT
COMMON
LD
a
SELECT COMMON
FILL ��
oo oo°�
o ooO
,FILL
�/�
o
o
Z
BEDDING ROCK
CL
w
v)
PIPE BEDDING
�/�
o O
bpbp
(SEE NOTE 8 & 9)
�/�/ �/// UNDISTURBED EARTH
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957 OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 957 OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE CITY OF OCOEE.
4. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING,IF REQUIRED BY THE
COUNTY. BEDDING DEPTH SHALL BE 4°MINIMUM FOR PIPE DIAMETER LESS
THAN 15', AND 6' MINIMUM FOR PIPE DIAMETER 16° AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
BEDDING ROCK BELOW THE PIPE. CITY OF OCOEE SHALL DETERMINE IN THE
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
SUITABLE FOUNDATION.
TYPE A BEDDING AND TRENCHING DETAIL
(FIG.1011
U11 UPOcn
SOIL (TY
AREA FOR
Di UG _
..J° -J"
`� 1 v
EDGE OF
TRENCH-
(TYP.) i
CROSS W/PLUG CROSS W/
WOOD FORM BOARDS BEHIND TWOPLUGS
BELL SHALL NOT INTERFERE
WITH JOINT (TYP.
CONCRETE THRUST
BLOCK (TYP.) 8/2
EDGE OF
TRENCH
I (TYPJ
OFFSET (AS REOT)
EDGE OF CROSSCUT BENDS
UNDISTURBED
SOIL (TYP.)
TRENCH WIDTH
X
N Q
THRUST
�R° I THRUST BLOCK
FITTING MIN. AREA (SO.FT.)
CONCRETE
TYPICAL SECTION THRUST BLOCK
SCHEDULE FOR THRUST BLOCK;; AREAS
PIPE
SIZE
(INCHES)
90
BEND
(SO FT
45
BEND
(SO FT)(SO
22 -1 /2
BEND
FT)(SO
1 1 -1 14
BEND
FT)
TEE 8
PLUG
(SO FT)
DESIGN
PRESS
(PSI)
4
2.0
1.0
0.7
0.5
j 2.0
150
6
4.0
2.3
1.2
0.6
4.0
150
8
1 7.0
3.8
2.0
1 1.0
"'7.0
150
10
10.2
5.6
2.9
1.5
10.2
150
12
14.6
8.0
4.0
2.1
14.6
150
NOTE: 2000
THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF.
LBS. PER SO. FT. SOIL RESTRAINT (1.500 MIN)
BEARING. SEE NOTE 5
- TO BE COMPLETED BY ENGINEER.
VARIES VARIES
W
_ LOT LINE _ _I WYE WITH 1 iz
C\l ( B" BRANCH SEWER MAIN I J
Uj w 16" 45 ° I SIZE VARIES ( � CLEAN -OUT
Uj I_CD I BEND ( (TYPJ
WYE WITH I SEE NOTE 1
- - - - - - 6" BRANCH
CLEAN -OUT I REMOVABLE ' G" 45 ° I ® WYE WITH
SEE NOTE 1 )PLUG 1 BEND 6"BRANCH
zl _ _ --_LOT
1 1 LINE
31 DOUBLLE
WYE
PLAN
FINISHED GRADE
r r / SLOPE TO
31 DEPTH AT 31 '
1.07 MIN.
(TYP.
ROTATE - - - SPRING LINE 1
TERMINAL DEPTH 30° (TYP.)
AS REQUIRED FOR (SEE NOTE 3) 1 SEWER MAIN
"HOUSE" SERVICE I
0 MIN.)(TYP.)
SINGLE I DOUBLE
LATERAL LATERAL
PROFILE
NOTES:
1. CLEAN -OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER
IN ACCORDANCE WITH STANDARD PLUMBING CODE.
2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,
25' MAXIMUM.
3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN
BELOW SPRING LINE.
SERVICE LATERAL DETAIL
(FIG.204)
AREA F0D
TEE
TEE TEE W/PLUG
/ AREA FOR
/-- 45° BEND
WYE
TEE W/
END PLUG
WOOD
BLOCKING
(TYP.)
AREA FOR
PLUG
AREA FOR
TEE
AREA FOR
PLUG
NOTES:
1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
(8 MIL.)PRIOR TO PLACING CONCRETE THRUST BLOCK.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS,AS REQUIRED.
4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS
REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT
SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS
THAN 1500 PSF.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED
WITH PRESERVATIVE.
THRUST BLOCK DETAIL
(FIG.103)
I
12 THHN TRACING WIRE'
((PURPLE]
1 SINGLE
SERVICE LINE
SERVICE BOX
1" CURB STOP
1" THREAD
PLUG
1" THREAD
TEE
1" CORPORATION
MIN
STOP
SHORT 1"
CURB
R.O.W. OR BACK
NIPPLE
EDGE OF
OF SIDEWALK
PAVEMENT
I'
BACK OF
PLAN
I
MAINTAIN V MIN
DEPTH OF COVER
SIDEWALK
%4" OUTLET
EDGE OF PAVEMENT 1
FITTING
BACK OF CURB
Y4" BALL VALVE
MIN
WITH LEVER
3/4" SHORT
p
o
NIPPLE
1" SINGLE
o
z
SERVICE LINE
1" X 3/4"
REDUCER
CORPORATIO
STOP
1"LTHREAD
PUG
THHN
T
TRACING WIRE
1" CURB STOP
1" THREAD
TEE
MAX THREADED PVC 1" MALE
NIPPLE TO BE INSTALLE
IN METER SIDE OF CURB
STOP
NOTES PROFILE
1. SERVICE BOX FURNISHED 'COIL EXCESS TRACING
BY THE CITY OF OCOEE. WIRE IN BOX.
2. FOR COMMERCIAL PROJECTS, THE CITY WILL
PROVIDE A RECLAIMED WATER METER AND
BOX IN LIEU OF A SERVICE CONNECTION BOX.
3. 3" MIN BETWEEN TEE AND %4" BALL VALVE
IN VALVE BOX.
RECLAIMED! WATER SINGLE SERVICE CONNECTION
24' x 24' x 6'
THICK CONC. PAD
TYP. EACH VALVE BOX.
3° DIA. BRONZE DISC
ANCHORED IN CONC.PAD 4 BARS ALL
STAMP AS REOT AROUND 3' DIA. BRONZE
(SEE NOTE 1) DISCONC. PAD OSTN AMP
SIZE OF VALVE AS REDT.
TYPE OF VALVE 6 '
SERVICE WA11V a° v
L-20 v
DIRECTION & NO. 4"
OF TURNS TO ,'/ it'
OPEN CD °
VALVE BOX WATER ° v
AND COVER
(TYP.)
2500 P.S.I.
CONCRETE MIN. ANCHORS
MIN.
UNIMPROVED CONDITION
TOP FLUSH WITH
FINISHED GRADE
9° ASPHALT SURFACE
I
I I
BASE
I I
I (
4' x 4' x 18" LONG
VALVE BOX (MIN.)PRECAST POST
AND COVER WITH 3' DIAMETER
(TYP.) BRONZE DISC SET
IN
GROUT AS SHOWN
IMPROVED CONDTITION ABOVE.
NOTES:
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16°AND
LARGER,OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES.
2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18'X 18"X 6' WHEN THE
BRONZE IDENTIFICATION DISC IS NOT REQUIRED.
VALVE COLLAR DETAIL
(FIG.107)
ENCASE SINGLE SERVICE IN
DOUBLE
11/2' PVC UNDER PVM'T.
LOTS (TYP.) SERVICE (TYP.)
I I
Li
-
PROPERTY
I;
;I
LINE (TYP.) -:
I
ENCASE' SERVICESI l[N 2-
2' BLOWOFF VALVE I
I PVC UNDER PAVEMENT (
I
-
(SEE DETAIL) _
>C'
-tIAH ER1A�N J
a
(6' MINIMUM)
I (
'-E-z
200 PSI POLY(------Ih-------
TUBIING SDR9
\
_
1
w
II
W
4' WATER �� -
4'x6' OR ' REDUCEF� '
MAIN (MIN.)
I 6' FIRE
FITTINGS AS
'ASDSEMB I
II
REQUIRED (TYP.)
( I (SEE NOT) 11)
RIGHT OF WAY LINE --I (
rF
5' UTILITY ESM'T.(TYP.)
CURB
WATER MAIN
2' (TYP.)
SIDEWALK (TYP.)
RIGHT OF WAY LINE
NOTES:
1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
CONSTRICTIONS WILL NOT ALLOW
INSTALLATION OF A STRAIGHT
ASSEMBLY.
WATER SERVICE LOCATION DETAIL
(FIG. 404)
METALLIC LOCATING
FINISHED GRADE
1' MAX.
WARNING TAPE ABOVE PIPE & WIRE o
PVC WATER MAIN
OR FORCE MAIN
1'MAX. METALLIC LOCATING WIRE (TO BE TAPED
TO THE PIPE)
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
4. WARING TAPE TO BE LOCATED ABOVE PIPE AND LOCATING WIRE.
PVC PIPE LOCATING WIRE DETAIL
(FIG.108)
-Y-FITTING
U-BRANCH FITTING U-BRANCH
FITTING
CORPORATION CURB STOP CORPORATION (1°x 3/4'x 3/4')
STOP 0' MIN.) (SEE NOTE 3) STOP QV2'MIN.) (NOTE:U-BRANCH FITTINGS
TO HAVE LOCKABLE WINGS)
MARK WITH
WOOD PAINTED CURB STOP
BLUE & WITH
LOT NUMBERS z
1° it/2' MARK WITH WOOD PAINTED
w CC BLUE & WITH LOT NUMBERS
� w
Q a oa
3 3
200 PSI POLY 200 PSI POLY
TUBING SDR9 TUBING SDR9
SINGLE METER BOX 2-DOUBLE METER BOXES
AND WATER METER AND WATER METER
(BY CITY OF OCOEE) (SERVICE & IRRIGATION)
SINGLE SERVICE DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
AWWA TYPE
CC THREADS PTO METER BOX
ASSEMBLY
SADDLE
200 PSIPOLYETHYLENE
30 45 DEG.
TUBING SDR9 (I'MIN.)
-
WATER MAIN,
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK OR FLARED
JOINT TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH
SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND
SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18' STAKE WITH
THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE
LOTS) TO BE SERVED.
4. METER BOX TOP SHALL BE INSTALLED FLUSH WITH FINAL GRADE.
WATER SERVICE CONNECTION DETAILS
(FIG. 405)
HYDRANT
OPERATING
SET TOP OF VALVE BOX
NUT
TO FINISHED GRADE
HOSE NOZZLE
CONCRETE COLLAR
AS REQ'D.
IN UNPAVED AREAS
24' SQUARE OR
FINISHED GRADE
I (SEE DETAILS)
ROUND AND G'THICK
REINFORCED CONCRETE
I PUMPER NOZZLE
rr
r
SHEAR PAD. SEE
FACING STREET
NOTE 2
i
AT 9'
-
z
VALVE COLLAR
(SEE DETAIL)
rll�
I
O.C. ALL
r
AROUND
1
I ADJUSTABLECAST IRON
'
SEE NOTE 2
VALVEBOX
COMPACTED r '
I
r
I .r r, I i\
BOX SHALL REST ON
BACKFILL
.
I u,
M J HYDRANT
RESILIENT SEAT
BEDDING ROCK NOT
ANCHORING TEE
M.J.GATE VALVE
ON VALVE OR PIPE
SEE NOTE 3
AND SHALL BE
1
12' MIN.
MAIN WATER
CENTERED ON
�'$0�0C OPERATING NUT
O d Op0
6' BEDDING ROCK'
M J ANCHORING RESILIENT SEAT GATE
COUPLING VALVE AND BOX
(SEE DETAIL)
NOTES:
The Contractor
1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE,
hereby certifies to the OWNER that Improvements
covered by this drawing
OR WITH A PERMANENTLY PLUGGED WEEP HOLE.
and the related detalls have been constructed as Indicated or as
modified by the notes and graphics shown. Absent a note or graphlc to
2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO
4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION.
the contrary. the Improvements have been constructed meeting Industry
standard tolerances.
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
SHALL BE A 6'MINIMUM.
4. ALL HYDRANT BARRELS TO BE FACTORY PAINTED YELLOW WITH GREEN TOPS.
Signed:
Date. -
Authorized Contractor's Representative
FIRE HYDRANT ASSEMBLY DETAIL
REVISIONS
CONTRACTOR "AS-BUILTS" I
Ihereby state that these "As-Builts" were furnished to me by the contractor
listed below. I, or an employee under my direct supervision have reviewed
SUBMITTAL
DATE
OWYER
SINGLETON
CITY OF OCOEE
DESCRIPTION
c1ouN�R
these "As-Builts" and believe them to be in compliance with my knowledge
of what was actually constructed. This statement is based upon site
observations of the construction.
W.M.D.
MichoelScott Steorns
& ASSOCIATES, I NCORPORATED Fiorido Reg. Number
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
FINAL
APPROVAL
BID SET
Contractor's Name
Not valid without the
Registered Engineer.
Engineer
signature and the original raised seal of a Florida
I
407-843-5120 v ENGINEERING
BUSINESS 01221
AS -BUILT
6" BEDDING ROCK
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2.THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
GATE VALVE AND BOX DETAIL
(FIG. 400)
WATER DETAILS
PRAIRIE LAKES
FLORIDA
DATE
MARCH 2O05
DESIGNED
NLE
CHECKED
MSS
SCALE
NONE
PROJECT NO.
PL010/PSP
FILE NAME
PL010PWD.DGN
SHEET
18 OF 20
2005
METALLIC LOCATING WIRE
FINISHED GRADE
° 1' MAX.
WARNING TAPE ABOVE PIPE & WIRE
PVC WATER MAIN
(0� OR FORCE MAIN
-c1°MAX. �- METALLIC LOCATING WIRE (TO BE TAPED TO PIPE)
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12°ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
4. WARING TAPE TO BE LOCATED ABOVE PIPE AND LOCATING WIRE.
PVC PIPE LOCATING WIRE DETAIL
(FIG. IOB)
�14" 20" 114,L
NOTES:
1. STEEL: Base Slab - #4 @ 9" O.C.E.W. with peripheral reinforcement
in lieu of hooked ends.
tj Walls - ASTM C-478
Top Slob - #6 @ 6" 0.C.E.W. w/6 ea. ding. bars around opening
p 2. 4.000 PSI Concrete Type 11 Cement
3. Non -penetrating lift holes
Z
SPECIAL "DOGHOUSE" MANHOLE
C
b
1J
Q
o The Contractor
a hereby certifies to the OWNER that Improvements covered by this drawing
and the related detolls hove been constructed as Indicated or as
modified by the notes and graphics shown. Absent a note or grophic to
o the contrary. the Improvements have been constructed meeting Industry
o standard tolerances.
J
� Signed: Dote:
Authorized Contractor's Representative
N
n DATE BY DESCRIPTION DATE BY
0
In
O
N
N
REVISIONS
DESCRIPTION
TRENCH WIDTH VARIES
W/ SIZE OF PIPE
UNIMPROVED AREAS
(3' MIN.)
FINISHED GRADE
(SEE NOTE 8)
m
o
iiCOMMON
SEE NOTE 4
cc
FILL �//
PIPEIO.D.
/\��\
N
12' (TYP.)
SELECT
\� f0 `MON
UNDISTURBED
URBED !/-
-
-
M
z
ARTH
(SEE NOTE 3)
\�\ a
�// a
w
-
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95Y OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE CITY OF OCOEE.
4. (0:15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
G. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
RESTORATION WITHIN ORANGE CITY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD
CONSTRUCTION SPECIFICATIONS.
TYPE B BEDDING AND TRENCHING DETAIL
(FIG.100)
CROWN TRENCH IN
UNIMPROVED AREAS
TRENCH WIDTH VARIES
IT MIN.)(SEE TYPE B
W/ SIZE OF PIPE
BEDDING AND TRENCHING
DETAIL FOR OTHER
RESTORATION.
FINISHED GRAD_
o
SEE NOTE 4
Cr
COMMON FILL
.� PIPE O.D.
\/
12' (TYPJ
SELECT
COMMON
o
SELECT COMMONIN
FILL
I
/�� FILL
o
% 7
BEDDING ROCK
o
PIPE BEDDING
°o
(SEE NOTE 8 & 9)
./ / UNDISTURBED EARTH
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 957 OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE CITY OF OCOEE.
4. 1*):15' MAX. FOR PIPE DIAMETER LESS THAN 24% AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING,IF REQUIRED BY THE
CITY OF OCOEE. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS
THAN 15',AND 6'MINIMUM FOR PIPE DIAMETER 16'AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
SET TOP OF VALVE BOX
TO FINISHED GRADE -
CONCRETE COLLAR
FINISHED GRADE IN UNPAVED AREAS
(SEE DETAIL)
ADJUSTABLE CAST IRON
I VALVE BOX
SEE NOTE 2
)- BOX SHALL REST ON
M.J.EDDING ROCK NOT
.J. PLUG VALVE
ON VALVE OR PIPE
WASTEWATER AND SHALL BE
FORCE MAIN CENTERED ON
po OPERATING NUT
Q0�'oogpp
,
I
G' BEDDING ROCK J
i
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
PLUG VALVE AND BOX DETAIL
(FIG.203)
RAISED 1-1/2' LETTERS
FLUSH WITH TOP OF C,
F
CONCRET
2 - NON PENETRATING
PICK HOLES
PLAN
MACHINED
MATING
SURFACES
1-1/2' MIN.
ELEVATION
STANDARD MANHOLE FRAME AND COVER
(FIG. 202)
TROWEL -FINISHED
CONCRETE BENCHING
SEE MANHOLE
CONNECTION
DETAILS
j MANHOLE FRAME & COVER
(SEE STANDARD DETAIL)
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
2 COURSES OF BRICK (MIN.)
LU 4 COURSES (MAX.)
3'-0' MAX. 5' 2,-0'
INSIDE WAL
EPDXY COAL TAR COATINGS n o
PER SPECIFICATIONS 4'-0' 5' MIN. a PRE -PRIMED
JOINT SURFACES
001
BENCHING PER SPECIFICATION p cm '
r
REINFORCEMENT AND JOIN 6°
DETAIL TO BE DESIGNED BY MIN• COMPLETED
THE ENGINEER AND 8'MIN. SQUEEZE�OU 0
APPROVED BY THE 9°
COUNTY. I
BEDDING ROCK �Ram 9.
9'I�- I �9°�� 2'MIN.
CAST-7N-PLACE PRECAST MONOLITHIC
CONCRETE BASE BASE
NOTES:
1. MANHOLE SHOWN IS FOR SEWER SIZE 8'THRU 24°,SEE SECTION 20.4.3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24°.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS
24°OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
PRECAST CONCRETE MANHOLE
PLAN AND SECTION
(FIG.200)
PRECAST - TEE
MANHOLE ,
WALL
INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
46° OF VERTICAL PIPE
DROP PIPE
INLET CONNECTION (SEE NOTE I)
AS REQUIRED 90° BEND
�- 2'
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
Mr -
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE WALL PVC OR DIP
(SEE NOTE 2) -�
PRECAST A°I
MANHOLE
WALL SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
STAINLESS STEE PVC OR
BAND DIP
STAINLESS STEEL
PIPE CLAMP
° \-RESILIENT
CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAILS
IFIG.200
w
_ LOT LINE _ WYE WITH 1 J
'BRANCH --SEWER MAIN
w w ' 6° 45 ° ( SIZE VARIES 3 CLEAN -OUT
o ( BEND I' (TYPJ
Z WYE WITH I SEE NOTE 1
- - 6' BRANCH
CLEAN -OUT REMOVABLE 1 6"45 ° i WYE WITH
SEE NOTE 1 ( PLUG BEND 6'BRANCH
wl I LOT_
zi - - - LINE
3i I DOUBLE
PLAN
FINISHED GRADE
SLOPE TO
31 DEPTH AT
1.0% MIN. c
- (TYPJ
ROTATE I - -SPRING LINE
TERMINAL DEPTH 30° (TYPJ
AS REQUIRED FOR IS NOTE 3) SEWER MAIN
'HOUSE' SERVICE I
(3' MIN.)(TYP.)
SINGLE DOUBLE
LATERAL LATERAL
PROFILE
NOTES:
1. CLEAN -OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER
IN ACCORDANCE WITH STANDARD PLUMBING CODE.
2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,
25' MAXIMUM.
3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN
BELOW SPRING LINE.
SERVICE LATERAL DETAIL
(FIG.204)
MANHOLE FRAME & COVER
(SEE STANDARD DETAIL)
SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS. 1 /NEW,
2 COURSES OF BRICK (MIN.)
OUTSIDE WALL
EPDXY COAL TAR COATINGS
PRE -PRIMED
PER SPECIFICATIONS
JOINT SURFACES
cn
BENCHING PER SPECIFICATIONS 4'-0' 5' L'
PRE -MOLDED
MIN.
PLASTIC JOINT
SEALER WITH
PROTECTIVE
WRAPPER
G.
REINFORCEMENT AND JOINT
N.
(WRAPPER TO
DETAIL TO BE DESIGNED BY
BE REMOVED
THE ENGINEER AND -1 jjj�B" MIN.
APPR BY THE
souEE2E-OUT
COUNDVED 9°
BEDDING ROCK I -2' MIN.
I
CAST -IN -PLACE PRECAST MONOLITHIC
CONCRETE BASE BASE
NOTES:
1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24', SEE SECTION 20.4.3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS
24°OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
SHALLOW PRECAST CONCRETE MANHOLE
CONTRACTOR "AS-BUILTS"
I hereb state that these "As-Builts" were furnished to me b the contractor
y y
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge
of what was actually constructed. This statement is based upon site
observations of the construction.
Contractor's Name Engineer
Not valid without the signature and the original raised seal of a Florida
Registered Engineer.
SUBMITTAL
DATE
BOWYER SINGLETON
& ASSOCIATES, I NCORPORATED
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801
' 407-843-5120 a ENGINEERING BUSINESS ^*1221
,
Michael Scott Stearns
Florida Reg. Number
57602
CITY OF OCOEE
SANITARY SEWER
PRAIRIE LAKES
FLORIDA
DETAILS
DATE
MARCH 2O05
CITY
COU OR
COUNTY
DESIGNED
NLE
W.M.D.
CHECKED
MSS
FINAL
APPROVAL
SCALE
NONE
BID SET
PROJECT NO.
PLO10/PSP
FILE NAME
PLO1OPSD.DGN
AS -BUILT
SHEET - i
19 OF 20
NOV 0 ,2, 2005
G.
N _
n DATE BY
O
LO
O
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WAM
LEFT
RIGHT
4 UNIT TOWNHOUSE
ME 1 ■■i= �� momI��■' i�■�i ago MEN' Omn a-mom11
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REAR
8 UNIT TOWNHOUSE
REVISIONS CONTRACTOR "AS-BUILTS" SUBMITTAL DATE
DESCRIPTION DATE BY DESCRIPTION CITY OR
I hereby state that these "As-Builts" were furnished to me by the contractor COUNTY
listed below. I, or an employee under my direct supervision have reviewed
these "As-Builts" and believe them to be in compliance with my knowledge W.M.D.
of what was actually constructed. This statement is based upon site
observations of the construction. FINAL
APPROVAL
Contractor's Name Engineer BID SET
Not valid without the signature and the original raised seal of a Florida
Registered Engineer. AS -BUILT
FRONT
REAR
6 UNIT TOWNHOUSE
LEFT
RIGHT
LEFT
RIGHT
BOWYER SINGLETON
Michael Scott Stearns CITY OF OCOEE
& ASSOCIATES, I NCORPORATED Florida Reg. Number BUILDING ELEVATIONS
520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 57602
407-843-5120 c ENGINEERING BUSINESS " 1221
PRAIRIE LAKES
FLORIDA DATE MARCH 2O05
DESIGNED NLE
CHECKED MSS
SCALE NONE
PROJECT NO. PLO10/PSP
FILE NAME PLOIOPSPGIdg.DGN
SHEET 20 OF 20
200
G
General Notes
�°ad
e
1. Landscape Contractor shall be responsible for all materials and plants i ���°°°a�°°e ak
as called for on the landscape plans. The list of plant quantities dd
accompanying the plans shall be used as a guide only. Contractor shall ro
verify all quantities and report any discrepancies at time of bidding.
Lake
Deneff Street a do Hackney Prairie Roa
2. All plant material shall be graded Florida No. 1 or better, as outlined raincc
o
Lake
by "Grades and Standards for Nursery Plants", Florida Department of
Agriculture and Consumer Services, division of Plant Industry. S' eca
y
3. All planting shall be top dressed with a minimum 2" shredded cypress Lake8,1,,
mulch or equal. � oMmSacad
P
a
4. The Landscape Contractor shall be wholly responsible for the stability
and plumb condition of all trees and shrubs and shall be legally, liable for
any damage caused by instability of plant material. The staking method, LOCat10C1 1Vlc�p
if not shown by detail on this plan, shall be approved by the owner or once ua n sca e an
his/her authorized representative.
F,
5. Every possible safeguard shall be taken to protect existing trees that E
are shown on the landscape plan to be preserved.O'Coe
■
C Pt I La d P Pi L
oFloni,
6. The Landscape Contractor is responsible for cleaning all debris 9a
associated with their work.
l
7. Height and reads specifications refer to the overall plant form. Mardh 2005
g p p
Singular branches may not be used to meet minimum requirements.
t
i
8. All landscaping shall be installed according to accepted commercial Prepared for.
planting procedures• Soil, shall be free of limerock, pebbles, or other
construction debris.
Rylan: d Homes
9. All landscaping shall conform to the City of Ocoee standards.
4700 MilleniaBoulevard
10. Landscaping shall not interfere with power lines, sewer or water
•tiuite 400
.pipes or any other existing or proposed utilities.
t
11. All landscaping areas shall be 100 % irrigated with an automatic Orlando�, I. 2
3 839
irrigation system•
12. The developer and/or the HOA, shall be responsible for the - " -
maintenance of all landscape areas. Landscape areas shall be kept in a
Revisions
neat, healthy and orderly appearance free of refuse and debris. The city :
shall conduct periodic inspections to assure that all "required" plant
1 04.15.05 Revised per Staff Comments w m
material is in good, healthy condition. �i p g
13. All single family homes will have a min. 3 trees per lot with a min. 2"
2 08.24.05 Revised per Staff Comments wgm
dbh and 10' ht. All required yards shall be sodded.
14. Plant material shall adhere to the Cities LDR.
15. All canopytrees understor trees and shrubs shall be selected from
y ,
the Cities approved plant list. Said trees shall be a min of 2" bh n pp p d ,a da
min 10' ht.
16. The developer shall plant, within five feet of the right of way of each
street within the residental development,1 (1) Shade tree for every fifty (50)
linerar feet of right of way. The trees shall be laced alternate) on either
g Y p Y _
side of the street.
7. All r _
1 landscape areas not planted with shrubs, groundcovers, mulched
or left in a natural vegetative s shall
g state s a be sodded with St Augustine
"floritam" solid sod.
18. All a/c units must be screened with / ee ed a Sweet viburnum hedge. SHEET INDEX
SHEET- DESCRIPTION a esigninc, _
LS1 3 Conceptual Landscape
Land PlanningLandscape Architecture . Project Management Plan
� I g
913 N. Pennsylvania Ave., Winter Park, Florida 32789 LS4 Tree Preservation / Removal
Phone 407.740.7373 • Fax 407.740.7661 www.dalydesign.com Plan
Noy 2 2Q95
2405
POOL
\ v NOTE:
HR B AND R 0
+ + + + + ALL S U S GROUND COVER MASSES p D
187 / / \ d 6 Brick Wall I TO USE TRIANGULAR SPACING EXCEPT �Op�
WHERE NOTED REFER TO PLANT LIST FOR L O
INDIVIDUAL PLANT SPACING W
/ + + + + + 1/2• DIA. BLACK RUBBER HOSE
191 kn
/ / / 186 / / I I CURB OR EDGE OF PAVEMENT TIED WITH DOUBLE STRAND 12
GA• GALV. WIRE MIN. 3 GUYS PER
nil Tre�o/�,e saved �/ � i i I I III °,,tranc Sig \ T / / / 185 I I I I I I 18 TURNBUCKLE AND WHITE
\ / \ � � I I [ ° ( W FLAGGING
—see efevmf'- -- ° I I 184 I i I 183 I O L 3" MULCH RING WIDTH OF
• ° ao \ I I I I I ru / Y PLANTING HOLE
4� ° ° TYPICAL PLANT SPACING NOTE:
N
BURLAP TO BE REMOVED FROM TOP HALF
r I -- sz•. w ° .
NOT TO SCALE J
OF ROOT BALLO J ° ro r
L
0— 'O0 Canopy Tree FINISH GRADE
Ln
T
N _-•
-.€...
t. _ _ — e• �• , . — — — — — t• — — — — ( s• PLAN NOTE: 1 !..L . 2'X4' WOOD STAKES OR #5
REBAR
✓ '• ' � 120 120 PERCOLATION 1. OR SHALL ASSURE OF ALL PITS PRIOR �� I Lf �= ._..o-! GRADE24° LONG 3"BELOW
it TO INSTALLATION. - !t r ; I ---. -� PLANT TABLET
m QUANTITY)(SEE SPECS FOR
2. FINAL TREE STAKING DETAILS AND PREPARE PLANTING SOIL
4Sirihtlinp Trlan(ile t PLACEMENTTOBEAPPROVEDBYOWNER VARIES WITH PLANT BALL SPECIFIED
I / 1
Understory Tree
6 Brick Wall Hedge
'Lands
o
PROTECT TREE TRUNK WITH
15cape
BLACK RUBBER HOSE
LARGE TREE GUYING DETAIL
Sidewalk
Tract
i
#10 GAUGE WIRE
% THREE SPACE
Detail for trees greater than 2" cal. NOT TO SCALE
II#
,
AS
EVENLY
BROWN
It:
3'MINIMUM OF CYPRESS MULCH
Project Entrance Sign
SOIL BERM TO HOLD WATER
� N
- J
T-
J 18 s.f max sign panel
15' Clarke Road Buffer
f =
a�
a� Low Shrubs, Flowering Plants
15' Landscape Tract
FINISHED
All single Family
Lots Shall Have Street
.�
and Ground Cover (Typ)
6' Brick Wall
Zoned PUD
BEYOND
1k}
j
if
A min. 3 Trees Per Lot Sod
and shall have a min 2 dbh.
U
U
Shrubs and Groundcover
I
CU
(min 30% Buffer Area)
Medium
-
I
i
l
All Required Yards
5 Understo Trees per 100
I
........:....1-:�...
_
I
; M:.
-
'..
►
..
i
. --L.
Shall be Sodded
4' Sidewalk
2 Canopy Trees per 100
Density
�.
E r�_....
'�i
•. 7.i ,
' .;
_e..:
------
—
B & B OR CONTAINERIZED SEE
I SPECIFICATIONS FOR ROOTBALL
Building
IB
Note.
All Landscape buffers o ens ace recreation areas and S I n
p s p p e aJ
j'� Q �%
a V
l e Fa l 1 I l l y La n d Sca e Plan a n
.7
a"TYP. f I
Lll lr
- .___
i
i I
t
:.
:.
I i
: •
:. :.
_
it
i
ti,
__..:_
REQUIREMENTS)
PREPARES PLANTING SOIL AS
SPECIFIED
I Pad
ponds shall be owned and maintained by the HOA.
"
!
r___.
Scale
_
1 50
I
__
�'
�
_.._-----
�
-------
'�
I
----
NORTH
�"
I
18" MIN.
• •
i-� 100' O.C.
II 11
24 x 24
TYP.
Brick Column
I
SMALL TREE GUYING DETAIL
Detail for trees smaller than 2" cal. NOT TO SCALE
S I n l in a I l D et •
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1
6' Brick Wall
( Not to Scale
Note:
1. Finish GradeCONTRACTOR SHALL ASSURE PERCOLAT
ION SHRUBS SHALL BE PLANTED 2' All resid
ential building g lots shall have, at a min.
OF ALL PLANTING PITS/BEDS PRIOR TO HIGH WITHSOILMOUNDINGUP 3 trees per lot. Said trees shall be at least tw
i O p o
INSTALLATION. TO THE TOP OF ROOT BALL
2°MULCH RING WIDTH OF (2) inches in dbh and at least ten (10) feet in
PLANTING HOLE
Note: 1 SOIL BERM TO HOLD WATER height.
,l,l3,l• I •• ";
1. 6 Buffer wall to be located at least 6 Brick Wall Elevation �sl,
, ,ii�I Illy
_ S from the back of the right of way. Not to Scale l II E.!�t ll: 31iis I i;j�i IIIII,I
►1111 I 2. The developer shall plant within five (5) feet of
2. Buffer wall shall be 6Ifrom the highest grade ; • . • . � .; . � � on either side of the wall. the
right of wayof each street within a residential
.. �.
FINISHED GRADE
- - t r _ _ ; ,- ;.;;,- €;', ,-; development, one 1 shade tree for eve fifty 50
i _.. _i T , r .__._ �r .� .v ... r , .. m -.. W r1. J µ dev p O every Y ( )
,� i _ line
ar feet of right of wa i be
.,�.__ .....,,...,_ _..... :..:: .... _ ..�.. � .Said trees shall
-15 Landsca e Fri � . ..
placed alternately on either side of the street.
6" TYP.
Tract
6' Brick Wall I Canopy Tree •
3. Trees shall be selected from the approved list
- n pp
20' O.0 24 x 24 and Columns I of trees and shall have a minumum overall height
4" TYP. g
. NOTE:
Brick Column of ten 10 to fifteen 1 t t
Hedge and ( ) (5) a he time of planting.
SHRUB AND GROUND COVER DETAIL
- - ..... T'�s-ir":7 �7:�;,-f.Y."'C�:S �.. 1�:`x .[_ _•. ari �.txsr� ix3 a i.�.[[^ _ ...1_.._
,..1...rr.1... r ..__: Groundcover
.. _G �, ,T.�.�..,.... Row Lock
_�...... r I Ri ht of Wa g y NOTTosoA�E 4. All required yards shall b
Brick Cap
sodded
1... _ Prairie Lakesr .� nderS Tree
_ ...--� � .. _ �.._ �������, �"� � �. -wry Sign Panel
U tory I
�-r�-r ! , -Y' � -�� i -
��r T r&r S g
Y r ry�� ram: Y.
... �� 18 s J max
L. s. ..... .
. Y. .e-.-._,_.—•.._..._. ..._... -
Finish Grade
8 Sidewalk
Vanes
Clarke Road
ir 15min.
-1
Entrance Sign Elevation
g Clarke Road Buffer Section
Not to Scale Not to Scale
-
Canopy Tree
2 per 100
6 Brick Wall
and Columns
15 Landscape
Right of Way
Tract I _
x.
w
42to
5' 25' (---Railroad
'
AD Mims Rd. A.D Mims -
AD Mims Road Buffer Section - -
Not to Scale
Date,Q v 2 20
U
U 7q
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PROJECT NO.
2405
SCALE
As Noted
DATE
March 2005
SHEET
LS2
Zoned R— I
Single Fomily Dwelling 10' Landscape Buffer/ Easement
10' Landscape Buffer 6' PVC Fence (color tan)
6 PVC Fence (color tan) Recrection Cen ter 2 Canopy Trees per 100
- 2 Canopy Trees per 100' 5 Understory Trees per 100'
5 Understory Trees ;*Co
er 100'
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CanopYTree 35\o.c 151 152 Ii 1 1 154 II I 155 1 156 1 157 l01 158 I I1 I 1
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Street Tree Western Buffer and Townhome Landscape Plan
Bike Rack Scale 1 "=50'
onceptual Plant Schedule
Shade Trees
�+
Liquldemberstyracltlua Sweelgum
Trashh ' " ""Rece ptic"le Magnolia grandltbra'DDBlanchard, SouthernMagnolla
Quercus laudfolla Laurel Oak
Quercus Argirdena Ll%e Oak
Bench {-� 1 sod o : ° Sanxbabylonica WeepingWilbw
• Taxodium dislichum Bald Cypress
• °
o Understaory trees
• Callistemon dgidus Rigid Bottle Brush
° o o Cupressussempervirens KalanCypress
ly
o Ilex aasPalatka'a
Ilex
x allenuat'Et Et PalatkaHol
ly
g
o'y
ilex x attenuata'Savannall Savannah Holly
• ° _ Lagerstroemla Indlca'Muskogee' Muskogee Crape Myrtle
LigustnunJapordcun Tree Llgustnun Tree
°
Myrice cedrera Wax Myrle
Magnolia grandlf ore'Little Gem' Little Gen Magnolia
Flowering Tabebd� pa ch otrlche Gold Trumpet Tree
\ �
Tree
Litmus pervifolle Drake Elm
T I
� Yp) POOL Planting Bed T Palms
Tot Lot g (Yp) Arecasirum romanzofianum Queenpalms
MEETING
C{� �+ BWacapltata ButlePalm
Benches
F l Owe ri n Shrubs 1 ru b�7 Livistorda chmensis CHnese Fan Palm
g Phoenix canadensls Canary Island date P alm
ROOM
�+ Phoenix dadyllfera medJool Dale Palm
F l owe raj and Phoenix roebelerdl Pygmy Date Palm
1374 s.f
Phoenix reclinata Senegal Dale Palm
Raptds excelsa Lady Palm
G round cover Washinglorda robusla Mexican Fan Palm
Zamlaflorldana Coordle
o • • Shrubs & Groundcover
° o Ailamanda compacts DwarfAllamanda
d c - Trachelospermum aslaticum minima DwarfAslan Jasmine
• . o o
— — — — — Rhododendron azalea'Geotge L. Tabet SoulhernAzalea
, • Rhododendron azalea'Red Ruffle' Red RuIlle Azalea
0 0 ° • Bougainvillea species Bougainvillea
Single family
• o : • c Cydostactrys felcahen Holly Fern
° o° Cuphea hyssopifoila False Mexican Heather
:• �
Signwall Entrance Sign
1 o° ' �7 Dlaieslddloldes White AfdcanIds
Ficus pumila Creeping Fig
o sod • , • Gardenia augusta Gardenia 'Miami Supreme'
O O See Elevation LS2 Galphimlagracils Thryalls
Hedera helix English Ivy
/ Hblscus rosa,sinensis Hblscus
I-� HemerocallisSpecies'AztecGold' Dayllly
• �8 , Existing Tree Box comuta'Burforcilf Bufordhloly
h lex comuta'Dwad Burford Dwarr Buford Holly
w to be Preserved M
— — — - — Note:
All canopy trees, understory trees
° ° _ and shrubs shall be selected from the
- approved list of trees and shall have
o °
a minumum overall height of 10'
feet with a min 2" dbh
oFinal landscape and irrigation
NORTH plans will be provided with the
Meeting Room and Pool Area final engineering plans.
Scale 1 "=20'
50' 0' 50' 100' - Date:MOV 2 2005
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2405
SCALE
As Noted
DATE
March 2005
SHEET
LS3
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Commercial °ervaionallemovaan Tree le TreRIacement Table
Cn
Tree Replacement Table 1"=100' o
NORTH DBH Quantity Total inches Replacement tree (2 @ 4:1 ratio) Buffer trees/openspace U
Non Specimen 221 trees 0Lot trees (3perlot) 261 trees8 88 44
10 6 60 Total replacement trees 482 trees CU
30
11 4 44 22
12 129 1548 774 Trees preserved 65 trees
13 49 637 318.5 Tree inches reserved 1669Inches
14 1330 Tree preservation credits (t tree for 2" preserved) 834.5 trees
15 39 585 292.5 Tree replacement credits 482 trees
16 63 1008 504Total replacement /preseration credits 1316.5 trees
17 33 561 Total required tree replacement (2"dbh trees) 5,169 58 1044
19 522 Net replacement trees required 3,863 trees
18 342171 Speciman tree removal fund(S900.0o per1nch remoed) $230,600.0020 23 460 230
21 9 189 94.5
22 2 44 22
23 4 92 46
Total Trees 543 8032 4016
Specimen Replacementtree 2" 4:1 ratio
24 36 864 432
25 2 50 25
26 5 130 65
27 3 81
28 3 84 42
29 2 58 29
30 6 180 90
32 2 64 32
33 1 33 16.5
36 7 126 PROJECT N3.40 3 120 45
42 2 84 42 SCALE48 4 :192 96
54 1 54 27 1 =100
60 1 60 30
DATE
Total Trees 78 2306 1,153 March 2005
Date`TV 2 2005SHEET
LS4¢I
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