Item 10 Preliminary Subdivision Plan for The Villages at Lake Bennet.
AGENDA ITEM COVER SHEET
Meeting Date: April 5, 2005
Item # ~O_'
Contact Name:
Contact Number:
J. Antonio Fabre
905-3100 X1 019
Reviewed By:
Department Director:
City Manager:
Subject: Preliminary Subdivision Plan for The Village at Lake Bennet.
Background Summary:
The Village at Lake Bennet commercial subdivision is located on the northeast corner of Bluford Avenue and
W. Colonial Drive (SR 50) adjoining Lake Bennet. The subject property is an assemblage of three parcels of
land that total (including wetlands and submerged property) approximately 39.6 acres. The proposed
Preliminary Subdivision Plan has five (5) commercial lots on approximately 13.9 acres for Phase 1. Phase 2
will have two (2) remnant parcels (A and B) on approximately 12.5 acres with no entitlements as part of this
PSP.
Issue:
Should the Honorable Mayor and City Commissioners approve the Preliminary Subdivision Plan for The
Village at Lake Bennet?
Recommendations:
Based on the recommendation of the DRC, Staff recommends that the Mayor and City Commissioners
approve the Preliminary Subdivision Plan for The Village at Lake Bennet, as date stamped received by the
City on February 10, 2005, subject to the Developer making changes to the plans which resolve the
numerous issues specified in the staff reports and the comments raised at DRC, with further consideration of
the issues raised by the Planning and Zoning Commission.
Attachments:
Community Development Department (Planning Division) Memorandum dated February 21,2005;
Utilities/Engineering Department Memorandum dated February 21,2005;
(2) Foley & Lardner LLP Memorandums dated February 22, 2005 and February 16, 2005;
(2) Renaissance Planning Group Memorandums dated February 17, 2005 and February 8,2005;
The Village at Lake Bennett Conceptual Master Plan;
City of Ocoee/Colburn Development Agreement November 17, 1998;
Location Map, FLU Map and Zoning Map;
Preliminary Subdivision Plan for The Village at Lake Bennet date-stamped February 10, 2005.
Financial Impact:
Unknown
Type of Item:
~ Public Hearing
D Ordinance First Reading
D Ordinance First Reading
D Resolution
~ Commission Approval
D Discussion & Direction
For Clerk's Deot Use:
D Consent Agenda
D Public Hearing
D Regular Agenda
D Original Document/Contract Attached for Execution by City Clerk
D Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
D N/A
[8J N/A
D N/A
City Manager
Robert Frank
center of GOOd L .
<\.,>>e .... '" . ... l~~
~
Commissioners
Dannv Howell. District 1
Scott Anderson. District 2
Rustv Johnson. District 3
Nancv J. Parker. District 4
Mavor
S. Scott Vandergrift
STAFF REPORT
TO: The Honorable Mayor and City Commissioners
FROM: J. Antonio Fabre, Senior Planner ~
THROUGH: Russ Wagner, AICP, Community Development Director ~
DATE:
March 17, 2005
RE:
The Village at Lake Bennett
Preliminary Subdivision Plan (PSP)
Project # LS-2004-12
ISSUE
Should the Honorable Mayor and City Commissioners approve the Preliminary Subdivision Plan for The
Village at Lake Bennet?
BACKGROUNDIDISCUSSION
The Village at Lake Bennet commercial subdivision is located on the northeast corner of Bluford Avenue
and W. Colonial Drive (SR 50) adjoining Lake Bennet. The subject property is an assemblage of three
parcels of land that total (including wetlands and submerged property) approximately 39.6 acres. The
proposed Preliminary Subdivision Plan has five (5) commercial lots on approximately 13.9 acres for
Phase 1. Phase 2 will have two (2) remnant parcels (A and B) on approximately 12.5 acres with no
entitlements as part of this PSP.
The site is undeveloped and covered with a mixture of pine trees, large oak trees and other varieties of
trees scattered around the property. The northern edge of the property abuts the historic brick Maine
Street, and the eastern edge abuts a wetland area that is associated with Lake Bennet, which will be
covered by a conservation and drainage easement dedicated to the City. In addition, a pedestrian
sidewalk and bike path easement will also be dedicated on the upland area along the wetland associated
with Lake Bennet.
The adjacent lands to the north, east and west are mostly undeveloped with C-2 zoning. Located on the
south side of SR 50 is the Ocoee Commerce Center Subdivision zoned C-2. More specifically, on the
northwest corner of SR 50 and Bluford Avenue is a 7-11 convenience store. On the southwest corner is
the Westgate Resorts call center zoned C-3.
The Future Land Use designation for the subject site is Commercial with Conservation/Floodplains
along Lake Bennet. The property is zoned Community Commercial (C-2), which permits development
and construction of the proposed land use.
The subject site is located within the State Road 50 "Activity Center" Special Development Plan.
Moreover, the Bluford Avenue and SR 50 intersection is also identified as a "Gateway Intersection" in
the adopted "Activity Center" Special Development Plan. These classifications promote special
development considerations to encourage high quality development.
The Village at Lake Bennet Preliminary Subdivision Plan will be developed as a commercial subdivision
consisting of five (5) buildable lots for Phase 1. The proposed uses for Phase 1 includes restaurants,
banks, pharmacies and retail establishments. It should be noted that the internal site layouts for
individual lots on the plans are for informational purposes only. Phase 1 will also include relocating,
engineering, and constructing Maine Street in accordance with an existing development agreement
(attached). Additionally, approximately 3 acres between the relocated Maine Street and the historic
Maine Street will be dedicated to the City as parkland and water retention area per the existing
development agreement.
The scope of Phase 2 for this project has not yet been determined, therefore, no entitlement is being
granted in this PSP. The Developer previously gave assurances that Phase 2 would have a "Village
Center" mixed-use layout in order to be consistent with the State Road 50 Activity Center Special
Development Plan (see attached conceptual master plan). As shown in the Preliminary Subdivision
Plan, the internal road stub-outs would connect to the future Phase 2. At this time, however, the land in
question was sold to another developer, so there is no way of knowing how the remainder of this site
will be developed or its relationship to future development to the northeast.
Access into the subject site will be provided via a right/in right/out on SR 50. Additionally, two right/in
right/outs and a full access will be provided on Bluford Avenue. There will also be a right/in right/out
access on the relocated Maine Street. Along the entire length of Bluford Avenue, there will be turn
lanes to service the individual access driveways. At the intersection of Bluford Avenue and SR 50,
there will be dual left turn lane, which will serve eastbound traffic on SR 50. Staff recommended that the
City and the Developer share equally in the improvement cost for the additional (second) left turn lane.
The tree preservation ordinance requires that every attempt be made to save significant trees on the
site. Staff has raised numerous concerns to the Applicant about preserving significant trees for this
project. It is apparent that the current Preliminary Subdivision Plan as configured will ultimately result in
little to no existing trees saved. Staff believes that the major contributing factor was the developer's
commitment to their end-user. Nevertheless, staff has agreed to forward this request to the
commissioners for their direction and formal action.
The Developer is requesting four (4) waivers:
1. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), ii, which requires that
smaller commercial structures and outparcels situated along primary and secondary roadways will
not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway
frontage within a planned commercial development or subdivision. The justification listed in the
waiver table on the cover sheet indicates that the developer is donating 35 feet wide right-of-way
along Bluford Avenue and 10 feet wide right-of-way along SR 50 as an offsetting public benefit.
2. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), iv, which requires that no
more than two outparcels within the same planned development shall abut each other along
primary or secondary street frontages, although any number of outparcels may front on internal
streets within a commercial subdivision. The justification listed in the waiver table on the cover
sheet indicates that the developer is donating 35 feet wide right-of-way along Bluford Avenue and
10 feet wide right-of-way along SR 50 as an offsetting public benefit.
3. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), v, which requires that no
outparcel lot shall be less than one acre in size. The justification listed in the waiver table on the
cover sheet indicates that the developer is donating 35 feet wide right-of-way along Bluford
Avenue and 10 feet wide right-of-way along SR 50 as an offsetting public benefit.
4. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (2), (b), i, which requires that a
minimum 25 foot landscape buffer shall be required along public primary and secondary streets.
The applicant is proposing a 15 feet wide landscape buffer along Bluford Avenue and a 20 feet
wide landscape buffer along SR 50. The justification listed in the waiver table on the cover sheet
indicates that the developer is donating 35 feet wide right-of-way along Bluford Avenue and 10 feet
wide right-of-way along SR 50 as an offsetting public benefit.
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The Development Review Committee (DRC) met on February 23, 2005 and reviewed the Preliminary
Subdivision Plan. This meeting was initiated by the developer who was interested in moving his project
forward. There were considerable comments and concerns addressed from Public Works, Engineering,
City Attorney, the City Transportation Consultant and the Planning Division that were identified in
written staff comments and/or presented verbally. The applicant was made aware of the following
issues.
The applicant has not submitted a complete Traffic Study. Therefore, the applicant will need to finalize
the Traffic Study to meet City methodology. The proposed roadway geometry along Bluford Avenue
raised concerns from the Public Works Department. Median separators were requested to be widened
to four feet wide. Access return radii were requested to be reduced in order to allow for more pedestrian
safety. Safety concerns about the right/in right/out on SR 50 were also raised. The Applicant agreed to
work with staff to address these issues and incorporate them in the Preliminary Subdivision Plan prior to
FSP.
The applicant also requested to delay the engineering and construction of the relocated Maine Street in
order to expedite Certificates of Occupancy (C.O.) for their end-users. The applicant offered to bond the
street in order to postpone development of the road. However, staff made it clear that the existing
Development Agreement would have to be amended for such action to take place. It was also made
clear that the relocated Maine Street improvements must be constructed according to the Preliminary
Subdivision Plan. The applicant was also informed that it is standard practice to build all subdivision
infrastructure at the same time. As a result, the applicant agreed to build Maine Street as part of the
Phase 1 subdivision infrastructure improvements.
Due to lack of time to discuss the numerous remaining technical issues, the DRC voted unanimously to
recommend approval of the Preliminary Subdivision Plan, subject to the developer making changes on
the plans and resolving the numerous issues specified in the staff reports and incorporating the
comments raised at DRC.
PLANNING AND ZONING COMMISSION RECOMMENDATION:
On March 8, 2005, the Planning & Zoning Commission held a public hearing to consider the proposed
Preliminary Subdivision Plan for The Village at Lake Bennet. City staff presented a brief overview of the
project and answered extensive questions regarding the State Road 50 "Activity Center" Special
Development Plan and the "Gateway" designation for the Bluford Avenue and SR 50 intersection. The
meaning of what makes a high quality development was also discussed. The mixed-use layout on the
submitted Conceptual Master Plan was pointed out as a possible scenario that could meet the intent of
the State Road 50 "Activity Center" Special Development Plan.
The Applicant presented an overview of the project and the Conceptual Master Plan. He explained that
the Conceptual Master Plan (CMP) adjacent property owners were in general support of the master plan
with some possible exceptions. For instance, the effected property owners indicated to the Applicant that
they have concerns on the road alignment of the relocated Maine Street as it connects into their site.
The Applicant assured the adjacent property owners, who were in the audience, that he would work with
them to make the master plan adaptable to their needs.
Furthermore, the Applicant and Staff answered extensive questions regarding the incomplete traffic
study, access into the site, the right/in right/out on SR 50, and the relocation of Maine Street. The
applicant confirmed that the Traffic Study and traffic issues would be completed and acceptable to the
City prior to FSP approval. The applicant also confirmed that the Maine Street relocation was to be
accomplished as part of the Phase 1 subdivision infrastructure improvements.
Cindy Smith (DRMP engineers), representing ABC Fine Wine & Spirit Store, was in the audience and
raised concerns about the proposed alignment of the full access entrance on Bluford Avenue in
relationship to the ABC project access. It was made clear to the ABC representative that alignment
issues were worked out with the Village at Lake Bennet applicant in conjunction with the existing
development agreement and standard planning practices. Moreover, Staff encouraged and instructed for
both developers to communicate and concur on a proper access alignment.
The P&Z Commission raised concerns about the trees on the subject site. Comments were made that
the developer did not take into consideration any of the significant trees. The P&Z Commission was also
concerned about a lack of a complete Traffic Study by the Applicant before the public hearing meeting
dates. Safety concerns about the right/in right/out on SR 50 were also raised. Comments were made
that the City should not approve the proposed right/in right/out on SR 50. A right/in only on SR 50 was
suggested. The P&Z Commission deliberated that the requested waivers were not justified under the
presented scenario. The comment was made that the waiver request number 1, 2 and 3 were unjustified
because they were inconsistent with the directives and intent of the adopted State Road 50 "Activity
Center" Special Development Plan. Waivers 1 and 2, were specially pointed out as been code
provisions that discourage strip commercial development to occur. However, waiver number 4 was
justified with the additional right-of-way dedication.
The P&Z Commission concluded that the overall Conceptual Master Plan could theoretically address
this issue of consistency with the adopted State Road 50 "Activity Center" Special Development Plan.
However, the Planning & Zoning Commission did not receive a significant assurance from the CMP
adjacent property owners that the overall Conceptual Master Plan was to occur; since, they did not
provide any consent documentation or addressed the P&Z Commission that night. After finishing its
deliberations, the Planning & Zoning Commission voted to recommend denial of the Preliminary
Subdivision Plan for The Village at Lake Bennet, as date stamped received by the City on February
10, 2005. The general rational for their denial recommendation was based on the following:
. The development as presented is inconsistent with the adopted State Road 50 "Activity Center"
Special Development Plan;
. The development as presented did not demonstrate a high quality development;
. The Applicant did not demonstrate enough assurances of the completion of the Conceptual
Master Plan;
. The Applicant did not fully demonstrate that the adjoining property owners of the Conceptual
Master Plan were committed to the project;
. Lack of a completed Traffic Study before the public hearing meeting dates.
STAFF RECOMMENDATION:
Based on the recommendation of the DRC, Staff recommends that the Mayor and City Commissioners
approve the Preliminary Subdivision Plan for The Village at Lake Bennet, as date stamped received by
the City on February 10, 2005, subject to the Developer making changes to the plans which resolve the
numerous issues specified in the staff reports and the comments raised at DRC, with further
consideration of the issues raised by the Planning and Zoning Commission.
Attachments: Community Development Department (Planning Division) Memorandum dated February 21, 2005;
Utilities/Engineering Department Memorandum dated February 21, 2005;
(2) Foley & Lardner LLP Memorandums dated February 22,2005 and February 16, 2005;
(2) Renaissance Planning Group Memorandums dated February 17, 2005 and February 8,2005;
The Village at Lake Bennett Conceptual Master Plan;
City of Ocoee/Colburn Development Agreement November 17, 1998;
Location Map, FLU Map and Zoning Map;
Preliminary Subdivision Plan for The Village at Lake Bennet date-stamped February 10, 2005.
"
Mavor
S. Scott Vandergrift
center of Good L .
<\,"o-e. ' J~~
Commissioners
Danny Howell, District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
City Manager
Robert Frank
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
February 21,2005
Carolyn Alexander, Developmen~eview Coordinator
Antonio Fabre, Senior Planner
The Village at Lake Bennett (F Shoppes of Ocoee) Preliminary Subdivision
Plan - 4th Staff Review
LS-2004-12
These comments list the concerns of the Community Development Department related to the
current application submittal. However, it is possible that when changes are made to the
drawings in response to these comments, that additional comments may be generated after
further review of the revised application. The following staff comments are in response to the
submittal dated February 10, 2005.
1. [Repeat Comment] There are some additional roadway improvements along Bluford
Avenue for turning lanes that need to be revised in this PSP. Specifically, dual left turn lanes
at the intersection of Bluford Avenue and SR 50 will need to be provided based upon project
impacts... Turn lane geometry and lengths will be evaluated in detail at FSP.
Applicant Response: Two left turn lanes from Bluford to SR 50 are shown on the plans.
However. the cost to construct the additional turn lane is not the responsibilitv of Paradise
Development Group as the traffic study does not warrant the additional turn lane to service
the development. A raised median separator 4-inches high and 2-ft. wide is provided.
. As of this date, the City has not received an acceptable traffic study from the
applicant for the proposed project. Furthermore, the City requested a further
analysis from our consulting transportation (RPG) planners in order to determine
if dual left turn lanes were warranted. The traffic analysis concluded that with only
Phase 1 of the development dual left turn lanes would be required. Please review
the attached letter from our (RPG) consulting transportation planners dated
February 8, 2005. However, since the intersection is almost failing at its current
traffic condition, staff recommends that the City and the developer share equally
in the improvement cost for the second left turn lane.
. Additionally, revise the alignment of the travel lanes near the full access entrance
on Bluford Avenue. Roadway lanes shall be aligned in a straight line in order to
ensure a logical continual travel flow. Therefore, this request will dictate a shift to
the thru lane further north of the full access opening.
. A modified signal plan and stripping for the intersection of Bluford Avenue and
SR 50 will be evaluated in detail at FSP. This will be included in the added left turn
lane improvement to be constructed by the developer.
r
February 21,2005
The Village at Lake Bennet Preliminary Subdivision Plan
Page 2 of 5
2. [Repeat Comment] Plans need to be provided typical street lighting plans for the project
including specifications for lighting that meet the Land Development Code. Staff requires a
conceptual lighting program in order to ensure that the intent of the Land Development Code
and the Activity Center Special Development Plan. .
. Add a note to the plans whereby the Developer shall be required to provide the
street lighting along the subdivision street infrastructure.
. Additionally, add a note that ensures that all individual lots shall have the same
type of light fixture as utilized for the subdivision roadways.
3. [Repeat Comment] A signage program needs to be developed for the entire development
that is consistent throughout and provides for a common monument sign base for all signs
within the project. - Provide the proposed signage details with dimensions that meet Code
on a separate sheet in the plans. Please note, since phase 1 is essentially a development of
out parcels a business center sign will not be permitted for this phase.
. The project does not qualify for shopping center signage. Therefore, remove the
two (2) shopping center signs from the plans.
. Furthermore, the proposed monumental sign is unacceptable, as it demonstrates
no proposed architectural style. Please revise with previously proposed
architectural theme monumental sign.
4. [Repeat Comment] The project needs to identify the proposed architectural theme for the
project. Therefore, the elevations for the buildings that were submitted with this package
need to be incorporated on a separate sheet in the plans.
. Additionally, please identify on the architectural sheet minimum standards. For
instance, roof type, roof materials, exterior finish, color etc...
5. [Repeat Comment] The tree preservation ordinance requires that every attempt be made
to save significant trees on the site and that the roads and buildings and parking are
positioned to accommodate that. Please attempt to design the site in a manner, which
saves the more significant trees on the site. Staff suggests designing larger islands around
the cluster of existing trees to ensure a higher survival rate. It appears to be a low
percentage of trees are to be saved. Please propose more trees to be savea.
. Staff has raised numerous concerns about preserving significant trees for this
project. It is apparent that the current subdivision plan as configured will
ultimately have little to no existing trees saved. Staff believes that the major
contributing factor has been the developer's commitment to their end-user. The
developer provided considerably more parking spaces than is required by Code,
greatly reducing the opportunity for a greater tree preservation commitment. As a
result, staff has no option but to forward this request to the commissioners for
their direction and formal action.
February 21, 2005
The Village at Lake Bennet Preliminary Subdivision Plan
Page 3of5
6. [Repeat Comment] On the Landscape Plans, sheet 2 of 2, the decorative fence on the
retention pond details shall be black, metal and 42 inches high. Please show fence details,
proposed vines and the 10 feet wide landscape buffers.
. The Typical Retention Pond Plan detail still describes a 5-foot high decorative
fence. Therefore, revised the Typical Retention Pond Plan detail to indicate a 42"
high fence.
. Furthermore, please add the required trees along the southern portion of the Lift
Station and provide for vines.
7. [Repeat Comment] This plan has gone through numerous iterations and numerous
discussions with the Developer about creating some type of sense of character for this
project. This is the largest undeveloped piece of property and probably one of the most
valuable corners in the City, and it is the intent of the Activity Center that a signature type of
development be planned for this location. The plan that has been submitted is simply a
conglomeration of outparcels with no unifying feature or centralized focal point. --In general,
the project demonstrates a typical strip commercial development along Bluford Avenue and
SR 50, which has no defining character or centerpiece as a focal point; therefore,
inconsistent with the intent of the SR 50 Activity Center and the adopted Comprehensive
Plan. The developers gave assurances of a Village Center style development plan for Phase
2. Staff articulates its concern that phase 2 shall be consistent with the adopted SR 50
Activity Center. In connection therewith, the following Condition of Approval should be
added: "Remnant Parcels A and B - No development entitlements will be provided under
this PSP and will be incorporated into a master plan with adjoining property. Construction in
remnant parcels will occur as phase 2."
Applicant response: This developer ultimately has no ownership rights to the adjacent lands
and therefore cannot guarantee that Development on adjacent lands as shown in concept
will ultimately be constructed per Concept planning. This developer cannot agree with the
City's condition of approval language that no development entitlements will be granted to
these remnant parcels unless they are incorporated into a master plan with the adjacent
lands.
. City staff was under the impression that the applicant had an option on the
adjacent property either by some sort of joint venture or a purchase agreement.
Since this representation by this developer was key to staff support of this plan,
we believe that this results in a typical strip commercial development with no
unifying centerpiece and no prospects for such. Therefore, for reasons stated
above, the following Condition of Approval (COA) shall be amended in order to be
added to the project: "No development entitlements or approvals are granted by
this Preliminary Subdivision Plan (or any subsequent final subdivision plan for
Phase 1) with respect to Phase 2 ( which are identified on the Plan as Remnant
Parcels A and B). The Developer will be required to apply for and obtain separate
preliminary and final subdivision plan approval for Phase 2. While the City
recognizes that the Developer does not own or control the adjoining tract of land
to the north of Phase 2 (the "Adjoining Tract"), it is the intent of the City that
Phase 2 be developed as a "Village Center" style development which integrates
Phase 1, Phase 2 and the Adjoining Tract in an overall master plan. The City may
require that the owners of Phase 2 and the Adjoining Tract meet with each other
and City staff to address the foregoing prior to the acceptance of any application
f February 21 , 2005
The Village at Lake Bennet Preliminary Subdivision Plan
Page 4 of 5
for the development of Phase 2. In the event a proposed plan for Phase 2 does
not include and integrate the Adjoining Tract into an overall master plan, then the
Developer shall be required to demonstrate to the City its good faith efforts
to obtain such integration. In any event, any plan for Phase 2 will provide for
cross access through Phases 1 and 2 to the Adjoining Tract in order that the
Adjoining Tract may be subsequently developed on an integrated basis with
Phases 1 and 2 and such cross access will be provided for in the restrictive
covenants and/or association documents with respect to Phase 1 and Phase 2.
Nothing herein shall be construed as waiving any Land Development Code
requirements with respect the Phase 2."
8. [Repeat Comment] Move the utilities lines along the streets and right-of-way as much as
possible. All water lines, storm sewers, sanitary forcemains, gravity lines, reuse lines and
other private utilities must be located within the internal roadway tracts and outside of all
required landscape buffers areas excepted where minor crossings are required. Therefore,
modify plans accordingly.
. The most northern stormwater pipe is within the Phase 2 landscape buffer area.
Therefore, move the northern stormwater pipe under the roadway pavement and
into Phase 1 boundary.
9. [Repeat Comment, Modified] On sheet 8, Tract 9 and 10, allow for a pedestrian, sidewalk
and bike path facilities easements dedicated to the City. -- On sheet 13, the Tract for the
City of Ocoee easement should be labeled as "Conservation and Sidewalk & Bikepath
Easement."
. On sheet 13, Tract 9 needs to be incorporated into the tract and lot matrix. It
should be labeled owned and maintained by the POA. Its purpose should be
labeled Easement to be dedicated to the City of Ocoee. On the plat designated it
as a "Conservation and Drainage Easement."
. On sheet 13, Tract 8 should be labeled on the plat as a "Pedestrian and Sidewalk
& Bikepath Easement."
. On sheet 13, Tract 8 should be expanded from along the edge of the proposed
(right/in right/out roadway on SR50) right-of-way over to Tract 9 in order to ensure
access for the public.
10. [Repeat Comment] The entrance on SR 50 appears to require some sort of retaining wall.
Please provide details with a decorative block system. - Provide note that requires
decorative block or wall finish.
. Additionally, provide the picture that was previously provided on the design
guidelines booklet on the plans.
11. [Repeat Comment] On sheet 10, relocated the proposed forcemain outside the required 15
feet landscape buffer along Bluford Avenue.
. It appears that the forcemain is still on the landscape buffer. Please relocate
the forcemain on the provided right-of-way.
.; February 21,2005
The Village at Lake Bennet Preliminary Subdivision Plan
Page 5 of 5
12. [Repeat Comment] On sheet 13, show 10 feet landscape buffers on each lot outside the
internal roadway tracts.
. It appears that the 10 feet landscape buffers are still not demonstrated on the
. tract and lot plan.
ADDITIONAL COMMENTS:
A 1. Since the sewer lines for the Lift Station are being relocated and landscaping proposed,
the applicant shall increase the size of the boundary of Phase 1 to include the Lift
Station construction area accordingly.
A 2. On sheet 18, the internal driveway lanes are labeled 14 feet wide. This is inconsistent
with the rest of the plans. Therefore, please review and revise accordingly.
A 3. Clarify and enhance the delineation of the area noted as "Note: Shown for Pictorial
Purpose. Not to be constructed in Phase 1 or Phase 2" on the plans. Throughout the
plans the area was not clearly delineated. Additionally, staff suggests adding to the note
"property on the west side of Bluford Avenue" in order to be more specific with its
description. Please review and revise accordingly.
A 4. As previously discussed, the PSP need to be incorporated into one set of plans.
Specifically, the signage plan, architectural elevations & requirement sheet, lighting plan,
previously submitted design (any certain information deemed appropriate) guidelines
and (DRMP) specific purpose survey must all be reduced or enlarged to fit on the same
size sheets (preferably 24"x36") and added to the "Plan Index" table on the cover page.
Therefore, please provide all the sheets on the same size and incorporate them all into
one set of plans.
Mavor
S. Scott Vandergrift
c.entet of Good Li
~~e.. tr~
Commissioners
Danny Howell, District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
Citv ManaE'er
Robert Frank
The Village at Lake Bennett
Large Scale Site Plan - 4th Staff Review
UtilitieslEngineering Department Comments
February 21, 2005
The following are the results of your fourth submittal for the above referenced project. If you
have any questions pertaining to the requested information, please contact our office.
1. Typical Pond 3 Section on Sheet 9, show the NWL at 116.00 ft.NGVD. The calculations
report show NWL at 118.00 ft-NGVD. Please indicate which is correct.
2. The inflow/outflow pipes that are sealed to the retaining walls should be wrapped by
filter fabric as required. Please address.
3. It is recommended that the side slopes at the retaining walls be lowered 2 feet below the
control elevation so that the bare side slopes will not be visible during the dry season and
when the well level drops below the control elevation.
4. Please fill out the Water Main Thrust Collar Detail on Sheet 12.
5. Please take out the Thrust Block detail from Sheet 12. It is not used anymore.
6. For Drainage Basin A, it appears that the weir data are not consistent between the 100
year/24 hour and the 25 year/96 hour storm events. The invert and control elevations
used for the 100 year were 119.67ft and 118.5 ft. For the 25 year/96 hours, you used
119.0 and 119.0 ft. Please correct these data.
Utilities/Engineering Department
Alex Z. Nasser, P.E.
Staff Engineer
City ofOcoee' 150 N Lakeshore Drive' Ocoee, Florida 34761
Phone: (407) 905-3100' Fax: (407) 656-8504' www.ci.ocoee.f1.us
{
..
: FOLEY
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
MEMORANDUM
CLIENT-MATTER NUMBER
020377-0678
TO:
Carolyn Alexander, Development Review Coordinator
FROM:
Edward A. Storey, Esq., Assistant City Attorney
DATE:
February 22, 2005
RE:
Shoppes of OcoeeNillage at Lake Bennett - Preliminary Subdivision Plan :
Comments on Addendum to Development
(project No. LS-2004-012)
In connection with the above matter, we have reviewed the following:
1. City of Ocoee/Colburn Development Agreement dated November 17, 1998 (the
"Development Agreement")
2. Proposed Addendum to City of Ocoee/Colburn Development Agreement dated
February 2, 2005 as received by Foley & Lardner on February 14,2005 (the "Addendum").
This memorandum supplements our previous memorandum dated February 16, 2005.
Based on our review of the documents noted above and pursuant to the Land Development Code,
we have the following comments:
1.
The Addendum must be approved by the City Commission along with the Preliminary
Subdivision Plan for the Villages at Lake Bennett (the "Plan"). The approval of the Plan
should be subject to and conditioned upon the City Commission approval of an
Addendum to the Development Agreement.
2.
The Addendum is not acceptable to City staff. The Addendum should be revised to
address the matters set forth in this Memorandum.
3.
Please confirm that Colburn, CNN and/or Cambria have specifically assigned to Win-
Ocoee, Ltd. ("Win-Ocoee") all of their rights and privileges as "Developer" under the
Development Agreement with respect to the East Property as referenced in the
WHEREAS clause of the Addendum. If so, please provide a copy of such
documentation. If not, please revise accordingly.
006.363561.1
FOLEY & LARDNER LLP
: FOLEY
4. To the extent that Colburn, CNN or Cambria own any lands which remain subject to the
Development Agreement, it is necessary for them to join in and consent to the
Addendum. As noted above, they may also remain within the definition of "Developer".
5. CNN owns the West Property and would clearly be impacted by any change in the
schedule for the construction of Relocated Main Street. Accordingly, CNN must consent
to any change in the schedule and execute the Addendum.
6. To the extent that any portion of the property encumbered by the Development
Agreement is encumbered by a mortgage, the holder of any such mortgage must execute
a Joinder and Consent to the Addendum.
7. The property acquired by Winn-Ocoee, Ltd. from WGML Investments, Ltd (the "WGML
Property") is not subject to the Development Agreement. As previously noted, the
WGML Property is not eligible to utilize any road impact fee credits granted to the
Developer under the terms of the Plan. Accordingly, please revise the Addendum to
exclude this WGML Property from the terms of the Addendum and the Development
Agreement.
8. The City staff does not object to the Developer being entitled to utilize road impact fee
credits received pursuant to the Development Agreement in connection with the
development of all of the Lots shown with Phase 1 of the Plan, even though Lots 1 and 2
as shown on the Plan are not totally included within the East Property and are partially
located on the WGML Property. To accomplish this, the Addendum should be revised to
specifically state that Lots 1 and 2 as shown on the Plan may be developed utilizing any
road impact fee credits provided for under the Plan. However, please note that these
credits would not be available should the Developer choose to obtain building permits for
any Lots within the Plan prior to the receipt of any road impact fee credits under the
terms of the Development Agreement.
9. Please attach as exhibits to the Addendum the legal descriptions previously provided to
the City for Relocated Main Street. Also, please provide a legal description for the Park
Land to attach to the Addendum. These should be attached in lieu of references to the
Plan.
10. Section 5 of the Addendum is not consistent with previous discussion between Win-
Ocoee and the staff. The staff understands that Win-Ocoee has agreed to design and
engineer Relocated Maine Street as part of the Phase 1 Final Subdivision Plan for the
Project in accordance with the current terms of the Development Agreement and to
complete such improvements prior to the issuance of any Certificate of Occupancy. The
City staff has agreed to support a modification to the Development Agreement which
would allow for the issuance of building permits in advance of the commencement of
construction of Extended Maine Street so that the Developer may proceed on a dual track
basis with the construction of Phase 1 buildings and the completion of the infrastructure.
However, please note that (1) in order to obtain a building permit the Property must be
platted, (2) in order to plat the Property prior to the completion of infrastructure
improvements, the Land Development Code requires that a bond or letter of credit be
2
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
006.363561.1
: FOLEY
provided for the improvements which are not completed at the time of platting (which
would include the Relocated Maine Street Improvements), and (3) in order to obtain a
Certificate of Occupancy for any building constructed on the Property it is necessary to
first have a Certificate of Completion for all infrastructure improvements (which would
include the Relocated Main Street Improvements). Please revise Section 5 of the
Addendum to be consistent with the foregoing and delete all references to Phase II of the
Plan (since no development approvals are being granted with respect to Phase II).
11. Delete Section 6 of the Addendum as the City does not intend to construct Relocated
Maine Street or have an extended option to do so under the Development Agreement.
12. Please add a new Section providing that the Park Land, the Relocated Maine Street Land
and all easements in connection therewith will be conveyed! granted to the City prior to
approval of the final subdivision plan for Phase 1. The FSP approval will authorize the
appropriate public improvements on these lands.
13. Please revise Section 7 of the Addendum consistent with this Memorandum.
14. City staff has required that the Plans show an additional left turn lane on Bluford Avenue
to be constructed as part of the Phase I Plan. City staff has indicated that they would
support a cost sharing agreement with respect to this turn lane improvement. Staff has
reviewed that matter and believes that a 50/50 split is an equitable cost sharing
arrangement with the City's portion being in the form of cash reimbursement to the Win-
Ocoee. Please revise the Addendum to add this cost-sharing agreement on the part of the
City.
15. The City Engineer has requested that certain matters related to the Lift Station
Improvements also be included in the Addendum. Please revise the Addendum to add a
new Section addressing these improvements which will include the following: (1) Prior to
issuance of any building permits for Phase II (the Remnant Parcel), Win-Ocoee will
relocate the Lift Station at its sole cost and expense and will complete such relocation as
part of the Phase II infrastructure improvements and obtain a Certificate of Completion
with respect thereto and convey all such improvements to the City, or (2) Alternatively,
prior to issuance of any building permits for Phase II (the Remnant Parcel), Win-Ocoee
will, at its sole cost and expense, make the following improvements to the existing lift
station (a) odor control system, (b) sound proof structure over the emergency generator,
(c) construct a structure to hide the controls, lift station and emergency generator, (d)
landscape around the lift station structure, and (e) convey such improvements to the City
and obtain a Certificate of Completion with respect thereto.
Please do not hesitate to contact me should you have any questions.
3
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
006.363561.1
: FOLEY
TO:
FROM:
DATE:
RE:
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
MEMORANDUM
CLIENT-MATTER NUMBER
020377-0678
Carolyn Alexander, Development Review Coordinator
Edward A. Storey, Esq., Assistant City Attorney
February 16, 2005
Shoppes of OcoeeNillage at Lake Bennett - Preliminary Subdivision Plan
(project No. LS-2004-012)
(Fourth Review)
In connection with the above-referenced project, we have reviewed the following
documents:
006.362465.1
1.
Letter of Transmittal from ConsulTech Enterprises, Inc. dated February 10, 2005
and stamped received by the City ofOcoee on February 10,2005;
2.
Application for Preliminary Subdivision Review stamped received by the City of
Ocoee on February 10, 2005 (the "Application");
3.
Elevation Views and lighting cut sheets stamped received by the City of Ocoee on
February 10, 2005;
4.
Addendum to City of Ocoee/Colburn Development Agreement stamped received
by the City of Ocoee on February 10, 2005 (the "Addendum");
5.
Signage Plan stamped received by the City of Ocoee on February 10, 2005;
6.
Affidavit from Abby A. Schaefer, surveyor, stamped received by the City of
Ocoee on February 10, 2005 (the "Shaefer Affidavit");
7.
Affidavit from William J. Blackburn, surveyor, stamped received by the City of
Ocoee on February 10, 2005 (the "Blackburn Affidavit");
8.
Commonwealth Land Title Insurance Company Commitment No. 41158236CA
issued by Forlizzo Law Group, P.A. with an effective date of January 21, 2005
FOLEY & LARDNER LLP
: FOLEY
and stamped received by the City of Ocoee on February 10, 2005 (the "WGML
Commitment");
9. Commonwealth Land Title Insurance Company Commitment No. 41232791CA
issued by Forlizzo Law Group, P.A. with an effective date of January 21, 2005
and stamped received by the City of Ocoee on February 10, 2005 (the "Colburn
Commitment");
10. Response Letter from ConsulTech Enterprises, Inc. dated February 9, 2005 and
stamped received by the City of Ocoee on February 10, 2005 (the "Response
Letter"); and
11. Preliminary Subdivision Plan for The Village at Lake Bennett prepared by
ConsulTech Development Services, Inc. and stamped received by the City of
Ocoee on February 10, 2005 ("Plan").
This memorandum supercedes our previous memoranda dated June 14, 2004,
supplemented June 16,2004, September 17, 2004 and January 7, 2005. Based on our review of
the documents noted above and pursuant to the Land Development Code, we have the following
comments:
1. Please be advised that we will provide comments relating to the Addendum under
separate cover.
2. [Repeat Comment] Please revise Sheet 5 of the Plan to indicate the right-of-way
width for the right-of-way running adjacent to Remnant Parcel B. We do not understand your
response to this comment. All right-of-way widths need to be indicated on the Plan. The
Plan does not indicate the right-of-way width for that portion of the right-of-way located
adjacent to Remnant Parcel B. Please revise the Plan to show the width of this right-of-
way.
3. For the purposes of this review, we have assuine~ the Sketch of Descriptions
previously provided are correct, since no new Sketch of Descriptions have been submitted. If any
of the Sketch of Descriptions have been revised, please provide with your next submittal.
4. Because the Development Agreement is to be amended, please revise all
references to the Development Agreement located within the Plan to add "as amended."
5. Items 17 and 18 located on Schedule B-II of the Colburn Commitment and
WGML Commitment indicate the property will be encumbered by a Reciprocal Easement
Agreement and Declaration of Covenants and Conditions. Please provide copies of these
documents for our review with your next submittal. Please note that we may have additional
comments or requirements depending upon our review of these documents.
6. Please provide a copy of the Deed conveying the property to Win-Ocoee, Ltd.
with your next submittal.
2
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
006.362465.1
: FOLEY
7. Please be advised that we will require a metes and bounds legal description of the
entire property for review of the Final Subdivision Plan for this project.
8. Please revise the first line of COA 39 to replace "for all of any portion" with "for
all or any portion."
9. Please add the following COA to Sheet 2 of the Plan:
In accordance with the Development Agreement, as amended, Relocated
Maine Street and the Park Land shall be conveyed to the City of Ocoee
prior to the approval the Final Subdivision Plan for this project.
10. Please revise the fourth line of Note 7 located on Sheet 4 of the Plan to correct the
spelling of the word "Amend."
11. Please revise the Ownership Matrix located on Sheet 13 to include Tract 9.
12. Please be advised that maintenance and ownership issues relating to Tracts 8 and
9 will be addressed in the comments prepared by the Planning Department.
Please do not hesitate to contact me should you have any questions.
3
FOLEY & LARDNER LLP
ATTORNEYS AT LAW
006.362465.1
RENAISSANCE PLANNING GROUP
100 Easl Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487 -0061 . fax, 407 -487 -0058
February 17, 2005
Mr. Russ Wagner, AICP
Community Development Director
City of Ocoee
150 North Lakeshore Drive
Ocoee, FL 34761
Subject:
Villages at Lake Bennett (tka Shoppes of Ocoee) - Fourth Staff
Review/Traffic Impact Analysis Review Comments, Ocoee Project No. LS.
2004.012
Dear Mr. Wagner:
Renaissance Planning Group has reviewed the revised traffic impact analysis (TIA) and site plan,
dated January 2005. At this time, we offer the following comments:
Site Plan
1. The concerns with the right-in/right-out access on SR 50 were not alleviated with the freeway
weaving analysis performed by the applicant's traffic engineer. Weaving on a freeway is not a
comparable to weaving at an intersection. The most serious problem is that vehicles wishing to
turn left from SR 50 onto Old Winter Garden Road must cross three lanes of traffic to reach
the left turn lane. With only 170 feet of road space between the right-out and the stop bar for
the intersection, this movement either will be blocked by queuing thru-traffic or will be
extremely hazardous. FDOT standards for SR 50 indicate that the minimum spacing between
an intersection and a driveway is 440 feet.
If this driveway were to be redesigned to remove the channelization, it would alleviate this
problem to some degree but not entirely. Our recommendation continues to be that only the
right-in movement should be allowed. However, if the right-out must remain, we strongly
recommend that the applicant redesign or remove the channelization at the exit.
2. The TIA indicates left turns in and out of the site access on Maine Street. However, the site
plan depicts a median impeding the left turn movements. This discrepancy should be
addressed.
3. The channelized entrances and exits at the four SR 50 and Bluford Avenue access points are
incompatible with a pedestrian-oriented activity center. The channelized design increases
turning radii leading to increased vehicular speeds and unnecessary pedestrian/bicycle hazards.
www.citiesthatwork.com
RENAISSANCE PLANNING GROUP
100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487-0061 . fax: 407-487 -0058
A standard driveway intersection, similar to the Maine Street access point, would be more
appropriate for all site access points.
4. Similar to issue #3 above, the Maine Street/Bluford Avenue intersection is designed to
encourage fast turning speeds and decreases pedestrian safety. Since neither the Bluford
Avenue nor the Maine Street corridors are intended to be high-speed corridor, this
intersection design is not appropriate for this location. Again, we recommend a standard
driveway intersection at this location.
T rafflc Impact Analysis
5. The following items are inconsistent with the TIA methodology letter dated August 12, 2004:
a. The projected traffic growth used in calculating background traffic is the highest of
committed trips, historic growth, or 5 percent. The TIA neglects committed trips that
are highest for nearly every segment in the analysis. Accounting for committed trips
would result in a significant increased impact on the operational analysis.
b. Pass-by trip rates should be derived from the City' s Traffic Impact Fee Ordinance.
However, the TIA uses rates derived from ITE's Trip Generation. Using the City's rates
would result in a minor increased impact on the operational analysis.
6. Pass-by trips should account for no more than 10 percent of a road segment or 25 percent of
the overall trip generation. In the January 2005 TIA. the following exceed these general rules:
a. Bluford Avenue from SR 50 to Geneva Street. Ten percent of existing traffic (860 peak
hour trips) equals a maximum of 86 peak hour pass-by trips. The TlA indicates 181
peak hour pass-by trips, or 95 trips over the maximum allowed.
b. The pass-by trips equal 285 of the total 659 trips generated by the site, or 43 percent of
the total trips. This is 18 percent (equal to 120 trips) in excess of the maximum
allowed.
Respecting these maximums would result in a significant increased impact on the
operational analysis.
7. The trip distribution changed significantly in the most recent TlA. Distributing trips to Maine
Street was requested and that distribution did occur. However, it is unclear why the
distribution to Bluford Avenue increased and the distribution to SR 50 decreased significantly.
www.citiesthatwork.com
RENAISSANCE PLANNING GROUP
100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487 -0061 . fox: 407-487-0058
Mitigation
8. AB indicated in our independent analysis of the SR 50 and Bluford Avenue intersection, when
applying the methodology as agreed upon in the August 12, 2004 methodology letter, the
intersection will operate at a failing level of service E. While the most recent distribution
shifting trips to Maine Street may alleviate some of the delay, our analysis does not take into
account the increase of 84 external trips in the latest ~ the excessive number of pass.by
trips, and the unknown number of additional trips that will be generated in Phase II of this
project. A second southbound left turn lane decreased delay significantly although the
intersection continued to operate at a failing level of service E. Because this intersection will
continue to fail, we recommend that the applicant contribute towards the extension of Maine
Street west to Maguire Avenue to further disperse traffic along a parallel route to SR 50.
Thank you for the opportunity to comment on this submittal. Please feel free to call if you have
any questions.
Sincerely,
Julie C. Salvo, AICP
Senior Planner
Renaissance Planning Group
\ \Snap 1 \share 1 \Projects \Ocoee \Reviews \ShoppesOfOcoee \tiarev 2.doc
www.citiesthatwork.com
RENAISSANCE PLANNING GROUP
100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407.487 -0061 . fax: 407 -487 -0058
February 8, 2005
Mr. Russ Wagner, AICP
Community Development Director
City of Ocoee
150 North Lakeshore Drive
Ocoee, FL 34761
Subject:
Villages at Lake Bennett (tka Shoppes of Ocoee) - Bluford and SR 50
Intersection Analysis, Ocoee Project No. LS-2004-012
Dear Mr. Wagner:
Renaissance Planning Group has reviewed the analysis of the Bluford and SR 50 intersection as
conducted in the traffic impact analysis, dated December 9, 2004. RPG has also conducted an
additional analysis of the intersection to account for discrepancies between the original
methodology and the traffic impact analysis.
Three issues were identified with the original traffic impact an"alysis that have an impact on the
Bluford and SR 50 intersection. These are:
1. Committed trips as agreed upon in the methodology were not used in the background
traffic calculation.
2. Pass-by trip rates as agreed upon in the methodology were not derived from the Ocoee
Impact Fee rates.
3. Volumes in the HCS analysis did not consistently match the results of the turning
movement counts included in Appendix B, most notably with regards to the
southbound left turn and the westbound right turn.
Using the growth rates and pass.by trip rates indicated in the original methodology letter and
correcting for the volume discrepancies, an HCS analysis was conducted for both existing and
future years with a buildout of 2005. With the modified HCS analysis, the intersection LOS is
reduced from D to E, which fails the adopted LOS of D for this intersection. As suggested by
the City, adding a second southbound left turn lane substantially reduces the intersection delay,
although the LOS remains at E. A second southbound left turn lane is recommended in the
Access Management and Intersection Operations Study and would be justified to partially mitigate
the impacts of this project. It should be noted that this analysis does not account for Phase 2 of
the project, which will further increase traffic through the intersection. The results of the
original and modified HCS analyses are summarized below listing the LOS, delay, and critical
movement for each scenario:
www.citiesthatwork.com
RENAISSANCE PLANNING GROUP
100 East Pine Street, Ste 401 Orlando, Florida 32801 . phol1e: 407-487-0061 . fax: 407 -487 -0058
lpact 0 a es at e ennett ase on an or
SCENARIO ORIGINAL ANALYSIS MODIFIED ANALYSIS
LOS DELAY (5) LOS DELAY (5)
Existing Conditions D 45.9 (SB left) D 47.9 (EB thru)
Future Conditions (w /1 SB D 50.8 (SB left) E 72.2 (SB left)
left turn lane)
Future Conditions (w / 2 SB - n/a E 56.0 (EB left)
left turn lanes)
Comparison of Intersection Analyses
1m fVill Lak B Ph 1 SR 50 d BluE d
Thank you for the opportunity to comment on this issue. Please feel free to call if you have any
questions or would like additional information.
Sincerely,
Julie C. Salvo, AlCP
Senior Planner
Renaissance Planning Group
W: \Projects \Ocoee \Reviews \ShoppesOfOcoee \Bluford50analysis.doc
www.cltiesthatwork.com
THE VILLAGE
"'"
'(-.
~
Ii
I
I
-
".y
AT LAKE BENNETT
CONCEPTUAL MASTER PLAN
~
'-"-~" .
""'" .,~,
"', "-
-..., '.
~, ',,-
"
..
,I
"
.~'" .':';
~
,,-
, ,I
,
,
J .,-----
i'
I
I .. ".
lc
p~
--".-' . ,-
-..--.--------'- -
I I P04074.00
NOVE.MBER 18, 2004
I
~
~
~
~
i
~
~
~
I
, 'i
I.
"
,J,tt
'~. "
______________J
-....i!J
't . G).: "it) 1'7::'
",
~
I32ll'
! '
:~l
fk,
eVANSpaf
AKCliITEC.-n:I(E.\:: l'I..\NNIN(i
lrul ~ (~~:o..UI_ A"f
Olll.\..\lf..IHI'U1'.....:JoD1
9NVIROSCAP9 :=~~:~~:;~:~'''"'
"",~"1~
l.ANO "LANNING & LANDS(:AI'E ARCIIlTL;CTUIUi 1"...,'..'10-0-"
100' '1f1I
in 400'
ONE QUAIm!R MILl! - 5 MINl1ll! WALK
l\ DIVISION OF T"I~ EVANS (iROtJl'
- -
I
-- --
I
The Village at Lake Bennet
Location Map
e
I
I
W
~
:3
~
W. COLONIAL DR. (SR 50)
m
R
AIMESlliEEJ
LAKE
BENNET
The Village at lake Bennet
Surrounding Future land Use Map
LAKE
BENNET
LI
Ocoee Community Development'
Printed: February 2005
CSUbject Property
r=J Unincorporated Territory
LU.l.I and Other Municipalties
_ Low Density Residential
_ Medium Density Residentia
_ High Density Residential
_ Professional Offices and Services
_ Commercial
_ Light Industrial
_ Heavy Industrial
_ Conservation/Floodplains
_ Recreation and Open Space
_ Public Facilities/Institutional
Lakes and Water Bodies
1 inch equals 400 feet
130 65 0 130 260 390 Feet
e
The Village at lake Bennet
Surrounding Zoning Map
R
Q
Ocoee Community De"elopment~pa
1 inch equals 400 feet
13065 0 130 260 390 Feet
I
Printed: February 2005
LAKE
BENNET
1-1
CSUbject Property
I"'l"r'I'I Unincorporated Territory
UDI and Other Municipalties
Zoning Classification:
General Agricultural (A-1
_ Suburban (A-2)
Single-Family Dwelling (R-1AAA)
I Single-Family Dwelling (R-1AA)
CJ Single-Family Dwelling (R-1A)
_ Single-Family Dwelling (R-1)
_ One- & Two-Family Dwelling (R-2)
_ Multiple-Family Dwelling (R-3)
_ Mobile Home Subdivision (RT-1)
_ Professional Offices & Services (P-S)
_ Neighborhood Shopping (C-1)
_ Community Commercial (C-2)
_ General Commercial (C-3)
_Restricted Manufacturing
& Warehousing (1-1)
_ General Industrial (1-2)
l!lImI Commercial (PUD)
!fa Low Density (PUD)
_ Medium Density (PUD)
~ High Density (PUD)
_ Public Use (PUD)
;/ // Unclassified
Lakes and Water Bodies
j- I Ii<-
----..-
THIS INSTRUMENT PREPARED BY
AND SHOULD IlE RETURNED TO:
Paul E. Rosenthal, Esq.
FOLEY & LARDNER
III North Orange Avenue, Suite 1800
Post Office Box 2193
Orlando, FL 32802-2193
(407) 423-7656
Ol'ange Co FL 1998-0492003
112498 03:49:42pm
OR BI< 5623 Pg 231.3
-Rec 145.50
RETURN TO:
Jean Grafton, City Clcrk
City of Ococc
150 North Lakeshore Drive
Ocoec, FL 34761
For Recording Purposes Only
CITY OF OeOEE/COLBURN
DEVELOPMENT AGREEMENT
TIllS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into
this L:!...I.H.. day of No 'IJ ~ l<\A r.: R , 1998, by and between WILLIAM E. COLBURN
and JOI-IN D. COLBURN (hereinafter "COLBURW), CCN INVESTMENTS, INC., a
Florida corporation, formerly known as CYPRESS CREEK NURSERY, INC., (hereinafter
"CCN"), CAMBRIA, a Florida general partnership (hereinafter "CAMBRIA"), and the CITY
OF OCOEE, FLORIDA, a municipal corporation existing under the laws of the State of
Florida (hereinafter "CITY"). COLBURN, CCN, and CAMBRIA shall be collectively
referred to as "OWNER."
RECITALS
1. The OWNER owns fee simple title to property conslst1l1g of three adjacent
parcels of real property located in the CITY's corporate limits. The first and second parcels
are owned by COLBURN and CAMBRIA, respectively, and are located at the northeast corner
of Bluford Avenue (State Road 439) and State Road 50, said property being more particularly
described in Exhibit" A" and Exhibit "c" , respectively, attached to and incorporated into
this Agreement and hereinafter referred to as the "East Property". The third parcel is owned
by CCN and is more particularly described in Exhibit "B" attached to and incorporated into
this Agreement and hereinafter collectively referred to as the "West Property". The West
Property is located north of State Road 50 and between Bluford A venue and Maguire Road.
Except where specifically designated as either the "East Property" or the "West Property," the
three parcels shall be collectively referred to herein as the "Property".
2. The Property is free and clear of all liens and encumbrances except for those
permitted encumbrances set forth in Exhihit "D" attached hereto and by this reference made a
part hereof (hereinafter the "Permitted Encumbranccs").
3. The Properly was annexed into the CITY pursuant to CITY Ordinance No. 799
on December 4, 1984. Furthermore, the zoning classification for the Property was established
as C-2 pursuant to CITY Ordinance No. 861, enacted Deccmber 17, 1985, and is currently
zoned C-2.
4. TIle O'?{NER. has, full power amI authority to make, delivcr, enter into and
perform pursuant to the ternis and' conditions of this Agreement, and has taken all neccssary
action or its equivalent to authorize the execution, delivery and performance of the terms and
conditions of this Agreement.
5. TIle OWNER has made, and will continue to make, financial commitments and
expenditurcs in reliance upon and in contcmplation of the eventual developmcnt of thc
Property, as more particularly set forth below.
11/18/98
Q06.105532.6
OR Bk 5623 Pg 231.....
Orange Co FL 1998-0492003
6. In anticipation of eventual development of the Property, the OWNER has taken
certain actions, including, but not limited to, the following:
(a) On June 12, 1984, the OWNER granted a one (I)-year temporary
construction easement and a utility easement to Prima Vista Utility Company, Inc. ("Prima
Vista") to accommodate the construction of a lift station and appurtenant structures for the
transmitting and/or distributing of wastewater sewer services designed to serve the Property
and other properties located in the CITY.
(b) On December 30, 1987, the OWNER (and several other property
owners) entered into a wastewater developer's agreement with the CITY in which the CITY
agreed to provide sewer service capacity to the Property after the CITY acquired the sewer
utility system formerly owned by Prima Vista, subject to the terms, conditions and limitations
set forth in said agreement.
(c) On November 14, 1988, the Property was made subject to the Orange
County/City of Ocoee Water Service Territorial Agreement, Contract No. W-88-06. This
agreement included the Property in the CITY's territorial area, which made possible the
eventual provision of water service to the Property.
(d) On July 31, 1989, the OWNER joined with other property owners and
entered into the West 50 Water Line, Inc. Construction Agreement with the CITY (the "West
50 Agreement").
(e) On April 2, 1991, the OWNER gave the CITY easements to
accommodate the building of the water transmission main as well as other water lines (and for
maintenance of the lines) upon the Property.
(t) On October 1, 1992, the OWNER entered into an amendment to the
CITY's Wastewater Developer's Agreement No. OWW-lO (the "Amendment") which
amended the previous Wastewater Developer's Agreement of December 30,1987.
7. The CITY and OWNER acknowledge a continuing mutual benefit which they
will receive by virtue of their fulfilling their obligations hereunder.
8. The OWNER has submitted to the CITY an Application for Vested Rights on
the East Property (hereinafter the "Vested Rights Application").
9. The CITY desires to relocate that portion of Maine Street which crosses the East
Property (the "Relocated Maine Street") to a portion of the East Property located south of
Maine Street (hereinafter the "Relocated Maine Street Land"). The CITY also desires to have
Maine Street extended from Bluford Avenue,to Maguire Road (the "Extended Maine Street")
by crossing through a portion of the West Property (hereinafter the "Extended Maine Street
Land").
10. The CITY desires by this Agreemcnt to designate the Relocated Maine Street
and thc Extended Maine Street (hereinafter collectively referred to as the "New Maine Street")
as one of the CITY's collector roads eligible for road impact fee credits.
11. Subject to the terms, conditions and limitations set forth herein, thc OWNER
desires to convey the Relocated Maine Street Land and the Extended Maine Street Land to the
CITY and to design, engineer, permit and construct, at the OWNER's expense, the New
Maine Street across said lands and to receive from the CITY road impact fee credits for doing
so; provided, howeveFi that the CITY may .~lect to design, engineer, permit and/or construct
Relocated Maine Street and/or Extended Maine Street as provided herein.
12. Subject to the terms, conditions and limitations set forth herein, (a) the CITY
desires to obtain portions of the West Property in connection with proposed improvements to
Maguire Road, (b) the OWNER desires to convey to the CITY a ten (10) foot wide portion of
the West Property located adjacent to and east of Maguire Road as additional Maguire Road
right-of-way (hereinafter referred to as the "Maguire Road Land"), (c) the OWNER desires to
convey to the CITY an approximate 1.0 acre portion of the West Property needed as a
OOG.l05532.6
"
L..
OR Bk 5&23 Pg 2315
Orange Co FL 1998-0492003
stormwater retention pond (" Pond 1") to provide treatment and attenuation for the stormwater
runoff for Maguire Road and improvements thereto, for Extended Maine Street, and for the
portion of the West Property located south of Extended Maine Street (hereinafter referred to as
the "Pond 1 Land"), and (d) the OWNER and the CITY desire that Pond 1 be developed by
the CITY, at the CITY's expense, as a joint use retention pond to be owned and maintained ,by
the CITY, at the CITY's expense, intended to serve Maguire Road and improvements thereto,
Extended Maine Street, and that portion of the West Property located south of Extended Maine
Street (hereinafter referred to as the "Southern Portion of the West Property").
13. Subject to the terms, conditions and limitations set forth herein, the CITY
desires to obtain and the OWNER desires to convey to the CITY that portion of the West
Property required as an approximate 0.6 acre stormwater retention pond ("Pond 2") to serve as
an outfall for Pond 1 and to provide treatment and attenuation for stormwater runoff for
Extended Maine Street and for the portion of the West Property located north of Extended
Maine Street (hereinafter referred to as the "Pond 2 Land") and to receive from the CITY
Road Impact Fee credits for the portion of the Pond 2 Land required as a stormwater retention
pond for Extended Maine Street. The OWNER and CITY desire that Pond 2 be developed, as
set forth herein, as a joint use retention pond to be owned and maintained by the CITY, at the
CITY's expense, intended to serve Pond 1 as an outfall and to serve Extended Maine Street
and that portion of the West Property located north of Extended Maine Street (hereinafter
referred to as the "Northern Portion of the West Property").
14. Subject to the terms, conditions and limitations set forth herein, the CITY
desires to obtain and the OWNER desires to grant to the CITY the following permanent
drainage, utility and slope easements:
(a) a ten (10) foot wide easement ("Easement No.1") over that portion of
the East Property located adjacent to and south of the Relocated Maine Street Land (the
"Easement No.1 Land");
(b) a ten (10) foot wide easemenr ("Easement No.2") over that portion of
the West Property located adjacent to and north of the Extended Maine Street Land (the
"Easement No.2 Land"); and
(c) a ten (10) foot easement ("Easement No.3") over that portion of the
West Property located adjacent to and south of the Extended Maine Street Land (the "Easement
No.3 Land").
The Easement No.1 Land, the Easement No.2 Land and the Easement No.3 Land are herein
collectively referred to and the "Easement Land". The Easement Land is intended to be clear
of all trees, walls, parking and other improvements so that there will be no sight restrictions
affecting New Maine Street; provided, however, that sidewalks may be located within the
Easement Land.
15. Subject to the terms, conditions and limitations set forth herein, the CITY
desires to obtain and the OWNER desires to grant to the CITY the following temporary
easements for design, engineering and construction purposes:
(a) a fifteen (15) foot wide easement ("TCE No.1") over that portion of the
East Property located adjacent to and south of the Easement No. 1 Land (the "TCE No. 1
Land");
(b) a fifteen (15) foot wide easement ("TCE No.2") over that portion of the
West Property located'adjaccnt to 'and north of the Easement No.2 Land (the "TCE No.2
Land");
(c) a fifteen (15) foot wide easement ("TeE No.3") over that portion of the
West Property located adjacent to and south of the Easement No.3 Land (the "TCE No.3
Land); and
OOG, 1 05532.6
3
OR Bk 5&23 PQ 231 e,.
Orange Co FL 1998-0492003
(d) a fifteen (15) foot wide easement ("TCE No.4") over that portion of the
West Property located adjacent to and east of the Maguire Road Land (the "TCE No. 4
Land").
The TCE No.1 Land, the TCE No.2 Land, the TCE No.3 Land and the TCE No.4 Land are
herein collectively referred to as the "TCE Land" .
16. Subject to the terms, conditions and limitations set forth herein, the CITY
desires to obtain and the OWNER desires to grant to the CITY a temporary drainage easement
("TDE No. I") across the West Property, at a location to be mutually agreed upon by the
parties, in order to install and maintain a drainage pipe to connecting Pond 1 and Pond 2 and to
allow stormwater from Pond 1 and Extended Maine Street to drain to Pond 2. The foregoing
easement will be made permanent in connection with the platting of the West Property and will
be terminated upon platting of the West Property.
17. The OWNER further desires to vacate (subject to a reservation by the CITY for
utility easements) that certain section of Richmond A venue which lies on or adjacent to the
East Property and south of the Relocated Maine Street Land and thereby facilitate the future
development of the East Property.
18. Subject to the terms, conditions and limitations set forth herein, the OWNER
desires to dedicate and convey to the CITY, and the CITY desires to facilitate the dedication
and conveyance of the portion of the East Property which will lie north of the Relocated Maine
Street Land (and include Lhe existing Maine Stn.:t:L brick mau), saiu lanu being referred Lo
herein as the "Park Land".
19. The approximate location of the Relocated Maine Street Land, the Park Land,
the Easement No.1 Land, and the TCE No.1 Land are depicted on the Sketch attached hereto
as Exhibit "E" and by this reference made a part hereof (the "East Land Sketch").
20. The approximate location of the Extended Maine Street Land, the Maguire Road
Land, the Pond 1 Land, the Pond 2 Land, the Easement No.2 Land, the Easement No.3
Land, the TCE No.2 Land, the TCE No.3 Land and the TCE No.4 Land are depicted on the
Sketch attached hereto as Exhibit "F" and by this reference made a part hereof (the "West
Land Sketch").
21. The East Land Sketch and the West Land Sketch are herein collectively referred
to as the "Land Sketch".
22. The CITY and, the OWNER hereby acknowledge and warrant to the other that
this Agreement and any future acts as required hereby are binding and enforceable on the
CITY and the OWNER, respectively, in accordance with their terms.
23. The parties now desire to set forth their understandings regarding this agreement
in writing.
ACCORDINGLY, in consideration of the recitals hereof, and of the mutual covenants
and conditions contained herein, and other good and valuable consideration, the receipt and
sufficiency of which are acknowledged by the parties, the OWNER and the CITY hereby
covenant and agree as follows:
SECTION 1. RECITALS. The above recitals are true and correct, and form a
material part of this Agreement.
I' .
SECTION 2. AUTHORITY. This Agreement is entered into under the authority of
the Florida Constitution (including Article VIII, Section 2(b) thereof), the general powers
conferred upon municipalities by statute and otherwise (including Chapters 163 and 166,
Florida Statutes), and the CITY'3 Code, including but not limited to Section 87-6 of ChapLer
87 of the CITY's Code.
006.105532.6
4
OR Bk 5&23 Pg 2317
Orange Co FL 1998-0492003
SECTION 3. AGREEMENT CONTINGENCIES. The obligations of the CITY and
OWNER under this Agreement are conditioned entirely upon the occurrence of all of the
following:
(a) The vacating by the CITY of that portion of Richmond A venue located
south of the Relocated Maine Street Land as more particularly described in Section 14
hereof (the "Richmond Avenue Contingency").
(b) The issuance by the CITY of a Certificate of Vested Rights for the East
Property pursuant to the Vested Rights Application (the "Certificate of Vested Rights")
and the acceptance of the Certificate of Vested Rights by the OWNER (the "Vested
Rights Contingency").
In the event the Richmond A venue Contingency and the Vested Rights Contingency
(collectively, the "Agreement Contingencies") are not satisfied by February 17, 1999, then in
such event this Agreement shall be automatically terminated, unless otherwise agreed to by the
CITY and OWNER, and shall be of no further force and effect. Upon such termination the
parties hereto shall execute a notice of termination in recordable form. Upon satisfaction of
the Agreement Contingencies, the CITY and OWNER shall execute a certification of such
satisfaction, in recordable form.
SECTION 4. LAND CONVEYANCES BY OWNER TO CITY. CITY and
OWNER agree to the following terms with respect to the conveyance of the Relocated Maine
Street Land, the Extended Maine Street Land, the Park Land, the Maguire Road Land, the
Pond 1 Land and the Pond 2 Land (said lands being herein collectively referred to as the
"Donated Lands"):
4.1 Donated Lands. The OWNER will convey to CITY marketable, fee
simple title to the Donated Lands, \yithin thirty (30) days of receipt from the CITY of a written
request to do so, provided, however, that (i) the CITY shall not make such request prior to the
satisfaction of the Agreement Contingencies, and (ii) such request shall be accompanied by (a)
a Sketch of Description and Legal Description of the Donated Lands certified to the CITY and
OWNER, which will be prepared by the CITY, at the CITY'S expense, subject to the approval
of OWNER, such approval not to be unreasonably withheld, and (b) a form of deed consistent
with the requirements of this Agreement. The CITY from time-to-time shall give such notice
to the OWNER with respect to all or a portion of the Donated Lands. Notwithstanding the
foregoing, the Donated Lands, or a portion thereof, may, at OWNER's option, be conveyed at
an earlier dat~ as provided in Section 6 hereof.
4.2 Additional Dedications. The CITY will not require the OWNER to
dedicate any portion of the Property to the. CITY except for the Donated Lands and such
portion of the Property as may be necessary for turn lanes b,lsed upon the specific development
plan proposed for the Property; provided, however. that the foregoing shall not be construed as
a waiver of the eminent domain powers of the CITY.
4.3 Conveyance. The conveyance of the Donated Lands shall be by general
warranty deed, free and clear of all liens and encumbrances, except for easements of record, if
any, but subject to the Permitted Encumbrances. The form of deed shall be prepared by the
CITY consistent with this Agreement, subject to the approval of OWNER not to be
unreasonably withheld. The conveyance of the Park Land shall be subject to the reservation by
the OWNER of all vested rights which may be associated with the Park Land as set forth in
any Certificate of Vested Rights issued by the CITY with respect to the East Property. The
conveyance of the Ponti 1 Land and Ihe Pond 2 Land shall be subject to the reservation of a
stormwater drainage easement for the beneht of the Southern Portion of the West Property and
the Northern Portion of the West Property, respectively. Except as set forth herein, the
conveyance of the Donated Lands shall not be subject to any restrictions or reservations in
favor of the OWNER. The descriptive titles ascribed to each of the Donated Lands are
intended for convenience only and not as a limitation on the use of such lands by the CITY;
provided, however, that the CITY may not use any casement granted herein by OWNER in an
006.105532.6
5
OR Bk 5523 Pg 2318
Orange Co FL 1~9B-0492003
unreasonable manner or in a manner inconsistent with the rights, duties and obligations set
forth in this Agreement.
4.4 Expenses: Prorations. The CITY shall pay the following costs
associated with the conveyance of the Donated Lands: all recording fees and documentary
stamp taxes, if any, relating to such conveyances. Ad valorem taxes in connection with the
conveyance of the Donated Lands shall be prorated as of the date of transfer of title and the
prorated amount shall be paid by OWNER to Orange County, Florida, in escrow pursuant to
Section 196.295, Florida Statutes, unless the conveyance occurs between November 1 and
December 31, in which case ad valorem taxes shall be paid in full by OWNER for tlle year of
conveyance. The applicable ad valorem taxes shall be paid by OWNER contemporaneous with
the delivery of the deed.
4.5 Title Evidence. Contemporaneous with the conveyance of the Donated
Lands and delivery of the General Warranty Deed to the CITY, the OWNER shall provide the
CITY, at OWNER's sole cost and expense, a current title opinion or current title conmlitment
(to be followed with a title policy) evidencing that fee simple title to the Donated Lands is
vested in the OWNER and evidencing that the Donated Lands are free and clear of all liens and
encumbrances, except for Permitted Encumbrances. OWNER represents to tlle CITY that
none of the Permitted Encumbrances wiIl prevent use of the Relocated Maine Street Land, the
Extended Maine Street Land and the Maguire Road Land for roadway purposes or prevent the
use of the Park Land for park, roadway, or stormwater drainage purposes, or prevent the use
of the Pond 1 Land and the Pond 2 Land for stormwater drainage purposes.
4.6 Road Impact Fee Credits. The OWNER shall receive road impact fee
credits for the benefit of the Property with respect to the conveyance of the Relocated Maine
Street Land, the Extended Maine Street Land, and that portion of the Pond 2 Land required as
a stormwater retention pond for Extended Maine Street, all as provided in Section 9 hereof.
The OWNER shall not receive any road impact fee credits or other compensation in connection
with the conveyance of the Park Land to the CITY. The OWNER shall not receive any road
impact fee credits or other compensation in connection with the conveyance of the Maguire
Road Land and the Pond 1 Land.
SECTION 5. GRANT OF EASEMENTS.
5.1 Easements. The OWNER shall grant to the CITY the following
easements in accordance with the schedules set forth below:
(a) Easement No. 1 and TCE No. 1 contemporaneous with the
conveyance of the Relocated Maine Street Land.
(b) Easement No.2, Easement No.3, TCE No.2, and TCE No.3
contemporaneous with the conveyance of the Extended Maine Street Land.
(c) TCE No.4 contemporaneous with the conveyance of the Maguire
Road Land.
(d) TDE No. 1 contemporaneous with the conveyance of the Pond 1
Land and/or the Pond 2 Land.
The above easements are collectively referred to herein as the "Easements".
Contemporaneous with the delivery to OWNER of a Sketch of Description and Legal
Description for the Dqnated LancJs, the CITY shall deliver to OWNER a Sketch of Description
and Legal Description of the ar;plicable 'Easement Land and TCE Land related to the
Easements to be granted by OWNER along with the Donated Lands (or portions thereof) being
conveyed, such legal descriptions to be certified to the CITY and OWNER and being subject to
the approval of OWNER, such approval not to be unreasonably witllheld.
5.2 Title Evidence. The granted of the Easements shall accompanied with
title evidence in the same manner as set forth in Section 4.5 hereof.
006.105532.6
6
OR Elk 5623 Pn 2319
Orange Co FL 1998-0492003
5.3 Joinder and Consents: Recording. The Easements shall be accompanied
by the joinder and consent of all parties with an interest in the Easement Land and the TCE
Land, including but not limited to any mortgagees of such property. The Easements shall be
granted free and clear of all liens and encumbrances, except for Permitted Encumbrances. The
City shall pay the cost of recording the Easements.
5.4 Form of Easements. The Easements across the TCE Land shall be in
substantially the form attached hereto as Exhibit "fI" and by this reference made a part
hereof. The Easements across the Easement Land and the form of TDE No. 1 shall be
prepared by the CITY and shall be in a form and content typically required by the CITY for
similar easements and shall include such terms and conditions as may reasonably be required
by the CITY in order to construct, operate and maintain the improvements to be located
thereon; provided, however, that the form of such Easements shall be subject to the approval
of the OWNER, such approval not to be unreasonably withheld.
5.5 Temporary Construction Easements. Notwithstanding any prOVISIOn
contained herein to the contrary, the OWNER shall be obligated to: (a) grant TCE No.1 only
if the CITY elects to construct Relocated Maine Street, and (b) grant TCE No.2 and TCE No.
3 only if the CITY elects to construct Extended Maine Street.
SECTION 6. LEGAL DESCRIPTION.
6.1 Approximate Descriptions. The legal descriptions of the Relocated
Maine Street Land, the Park Land, the Pond 1 Land, the Pond 2 Land, the Easement Land and
the TCE Land (collectively, the "Legal Descriptions") as depicted on the Land Sketch are
intended to be approximate and do not constitute a formal surveyor sketch of description
thereof. The parties recognize that the Legal Descriptions will be finalized based on the final
design and engineering of the affected portions of New Maine Street and Maguire Road, but
shall be generally consistent with the Land Sketch unless otherwise agreed to by OWNER.
6.2 Owner's Preparation of Legal Descriptions. If the OWNER designs
Relocated Maine Street or Extended Maine Street, then such design shall include the Legal
Descriptions for the Relocated Maine Street Land, the Extended Maine Street Land, the
Easement No.1 Land, the Easement No.2 Land, the Easement No.3 Land and the Pond 2
Land. The foregoing Legal Descriptions will then be approved by the CITY as part of the
Approved Plans as described in Section 8.3 hereof.
6.3 Owner's Option to Prepare Legal Descriptions. Without regard to
whether or not the OWNER designs any portion of New Maine Street, the OWNER may elect,
at OWNER'S expense, to prepare one or more of the Legal Descriptions in which case the
OWNER shall provide the CITY with a Sketch of Description and Legal Description thereof
certified to the CITY and OWNER, which will be subject to the approval of the CITY, such
approval not to be unreasonably withheld.
6.4 Accelerated Conveyance of Donated Lands and Easements. With respect
to any lands for which a Legal Description has been prepared by OWNER and approved by the
CITY, the OWNER may request in writing that the CITY accept conveyance thereof (along
with the applicable Easements to be conveyed therewith). In the event of such request, the
applicable land and easements shall be conveyed to and accepted by the CITY within thirty
(30) days of receipt of such request. Any such conveyance shall otherwise comply with all
applicable provisions of this Agreement.
SECTION 7. TRANSFER' OF VESTED RIGHTS. The OWNER has previously
submitted to the CITY an Application for Determimtion of Vested Rights (the "Vested Rights
Application"). If it has not done so prior to executing this Agreement, the CITY will issue a
Certificate of Vested Rights or deny the Vested Rights Application within ninety (90) days of
executing this Agreement. It is contemplated that the CITY will have issued the Certificate of
Vested Rights prior to the OWNER's conveyance of the Park Land and that the OWNER's
conveyance of the Park Land to the CITY will reserve to the OWNER all of the vested rights
which may be associated with the Parle Land as set forth in the Certificate of Vested Rights
006.105532.6
7
OR Bk 5& 23 Pg 2320
Orange Co FL 19~B-04~2003
issued by the CITY (the "Reserved Vested Rights"). The CITY and OWNER hereby agree
that upon conveyance of the Park Land to the CITY as provided in Section 4 hereof that all of
the Reserved Vested Rights shall automatically be transferred from the Park Land to the West
Property so that all of the West Property will thereafter be vested in the same manner as if
originally vested by the Certificate of Vested Rights, subject to the terms, conditions and
limitations set forth in the Certificate of Vested Rights. It is the intent of the foregoing to
allow the West Property to be developed as a vested parcel for commercial purposes in
accordance with the CITY's C-2 zoning district, as it may from time to time be amended. The
foregoing provisions are a material inducement to the OWNER's conveyance of the Park Land
to the CITY and the parties hereto acknowledge that the OWNER would not have entered into
this Agreement and agreed to convey the Park Land to the CITY but for the provisions of this
Section. Following the delivery of the deed conveying the Park Land and the recording
thereof vesting title to the Park Land in the CITY and upon request of OWNER, the CITY will
from time to time acknowledge that the West Property is vested as provided in this Section.
SECTION 8. NEW MAINE STREET.
8.1 New Maine Street. Subject to the terms and conditions of this
Agreement, the OWNER hereby agrees, at the OWNER's sole cost and expense, to design,
engineer, permit and construct New Maine Street on the Relocated Maine Street Land and the
Extended Maine Street Land. All references herein to New Maine Street shall include all
roadway improvements and other improvements appurtenant thereto, including retention
ponds, as set forth in the Approved Plans (as hereinafter defined).
8.2 Design. New Maine Street will be designed and constructed as an urban
section road with turn lanes at all intersections, including but not limited to the intersections of
Maguire Road and Bluford A venue, and a bike lane in each direction. New Maine Street will
be designated as a "collector road" by the CITY and shall meet all applicable standards for a
collector road.' Relocated Maine Street will have three lanes which will include a left turn
access from Relocated Maine Street into the East Property. If the East Property is combined
with other lands to the east for development purposes, then the CITY may require, as part of
its development review process, the inclusion in the design for the Relocated Maine Street of a
right turn lane from Relocated Maine Street into the East Property; otherwise, a right turn lane
from Relocated Maine Street into the East Property will not be required. The OWNER
acknowledges that in the event the CITY designs and/or constructs Relocated Maine Street as
provided in Section 9 hereof, then the design and/or construction thereof will not include a
right turn lane from Relocated Maine Street to the East Property unless such improvement is
paid by OWNER.
8.3 Approved Plans. All plans and specifications related to New Maine
Street shall be subject to the prior written approval of the CITY, which approval will not
unreasonably be withheld (the "Approved Plans"). The Approved Plans shall locate and
include legal descriptions as provided in Section 6.2 hereof. New Maine Street shall be
designed, engineered, permitted and constructed in accordance with the Approved Plans;
provided that so long as the design and engineering plans comply with the provisions of
Section 8.2 above, then the CITY shall be required to approve the same unless good cause is
shown by the CITY as to why approval should not be granted. To the extent the City elects to
design, engineer, permit and construct New Maine Street, or a portion thereof, all references
herein to the "Approved Plans" shall refer to the plans prepared by the City for the applicable
portion of New Maine Street.
8.4 Approved Contracts. All contracts entered into by the OWNER related
to New Maine Street shall .- be 'subject to .the prior written approval of the CITY, which
approval will not unreasonably be withheld ("the Approved Contracts"). The OWNER and
the CITY will coordinate and cooperate with each other in connection with the OWNER's
contracting for New Maine Street. The OWNER will use its best efforts to enter into such
contracts on the best price and terms available. If the estimated costs to be paid by the
OWNER for New Maine Street, or any portion thereof, are above those costs customarily
being charged in Orange County for similar services, then the CITY may require that the
OWNER seek competitive bids for the construction of New Maine Street or any portion
00G.105532.6
8
OR BII 5& 23 PQ 232:1
Orange Co FL 1998-0492003
thereof. In the event the CITY elects to'require that the OWNER seek competitive bids as
aforesaid, then the OWNER, at its option, may decide not to seek competitive bids in which
case the Road Impact Fee Credits, as set forth in Section 9 hereof, shall be the lesser of (i) the
actual cost of such portion of New Maine Street, or (ii) the amount which the CITY reasonably
determines to be the costs customarily charged in Orange County for similar services.
8.5 Building Permits - Owner Constructs New Maine Street. New Maine
Street may be designed, engineered, permitted and constructed in two phases with Relocated
Maine Street being constructed at the time of development of the East Property and Extended
Maine Street being constructed at the time of development of the West Property. Except as set
forth in Section 8.6 below, (i) no building permits shall be issued by the CITY with respect to
any portion of the East Property until such time as construction of Relocated Maine Street has
commenced in accordance with the Approved Plans and pursuant to the Approved Contracts
and no certificates of occupancy shall be issued for any development on the East Property until
such time as the construction of Relocated Maine Street has been completed and accepted by
the CITY; and (ii) 110 building permits shall be issued by CITY with respect to any portion of
the West Property until such time m. constructiOll of Extended Maine Street has commenced in
accordance with the Approved Plans and pursuant to the Approved Contracts and no
certificates of occupancy shall be issued for any development on the West Property until such
time as the construction of Extended Maine Street has been completed and accepted by the
CITY.
8.6 Building Permits - City Constructs New Maine Street. If the City elects
to construct Relocated Maine Street as provided in Section 11 hereof, then in such event
building permits will be issued with respect to the East Property (subject to compliance with
applicable laws and ordinances), but no certiticates of occupancy shall be issued for any
development on the East Property until such time as the construction of Relocated Maine Street
has been completed and Relocated Maine Street has been opened to the public. If the City
elects to construct Extended Maine Street as provided in Section 11 hereof, then in such event
building permits will be issued with respect to the West Property (subject to compliance with
applicable laws and ordinances), but no certificates of occupancy shall be issued for any
development on the West Property until such time as the construction of Extended Maine Street
has been completed and Extended Maine Street has been opened to the public.
8.7 City Requirements. Upon completion of New Maine Street, or a portion
thereof, and prior to acceptance by the CITY, the following shall occur:
(a) The OWNER shall deliver to the CITY "as built" drawings of
New Maine Street.
(b) The OWNER shall deliver to the CITY a bond guaranteeing the
maintenance and the materials, workmanship and structural integrity of New Maine
Street for a two-year period, such bond to comply with all applicable provisions of the
Ocoee City Code and to be in a form reasonably acceptable to the CITY.
(c) The OWNER shall execute and deliver to the CITY such other
documents, including Bills of Sale, as are typically required by the CITY in connection
with the dedication and acceptance of a public roadway.
The provisions of this Section 8.7 shall not be applicable to OWNER (i) as to Relocated Maine
Street if the City constructs Relocated Maine Street, and (ii) as to Extended Maine Street if the
City constructs Extended Maine Street.
'"-:- ., " .
8.8 Sidewalks. Sidewalks associated with Relocated Maine Street and
Extended Maine Street will be installed by the OWNER, at the OWNER's expense, as required
by the CITY's Land Development Code at such time as [he East Property and the West
Property, respectively. are developed and \ViIi not be included as part of the construction of
Maine Street contemplated by this Agreement. Any such sidewalks will be located outside of
the New Maine Street right-of-way and will not be located within the Relocated Maine Street
Land or the Extended Maine Stre.et Land.
006,105532.6
9
OR Bk SE> 23 Pg 2322
Orange Co FL 1~96-0492003
SECTION 9. ROAD IMPACT FEES CREDITS.
9.1 Designation for Road In11Jact Fee Credit. The City hereby designates
New Maine Street as one of the City's collector roads eligible for Road Impact Fee cre~its
under the provisions of Article I of Chapter 87 of the Ocoee City Code and represents to the
OWNER that all steps necessary for such designation have been undertaken prior to the
approval of this Agreement by the City.
9.2 Grant of Road Impact Fee Credits. In consideration of the OWNER's
performance of its obligations set forth in this Agreement, the OWNER shall, subject to the
provisions of this Section and Sections 8 and 11 hereof, be entitled to a credit against Road
Impact Fees payable to the CITY in an amount equal to the sum of the following:
(a) Subject to the provisions of Section 8 hereof, the actual cost
incurred by OWNER for the design, engineering, permitting and construction of New
Maine Street undertaken pursuant to the Approved Contracts. The OWNER shall not
be entitled to a Road Impact Fee credit in cOlUlection with any expenses incurred by the
City in connection with the foregoing.
(b) The fair market value of (i) the Relocated Maine Street Land, (ii)
the Extended Maine Street Land, and (Hi) the Pond 2 Land to the extent such land is
required for stonnwater drainage purposes associated with Extended Maine Street.
OWNER shall not be eligible for any Road Impact Fee credits associated with any
oversizing of Pond 2 and the Pond 2 Land to serve the West Property. For the
purposes of this subsection, the fair market value of said lands and the amount of the
Road Impact Fee credit shall be determined pursuant to and in accordance with the
provisions of Section 87-7 of Chapter 87 of the Ocoee City Code with the valuation
date being the date of conveyance of said lands.
Notwithstanding the foregoing, the total Road Impact Fee credits granted hereunder shall not
exceed the amount of the Road Impact Fees assessed against the Property pursuant to the City
of Ocoee Road Impact Fee Ordinance, as it may from time to time be amended.
9.3 DRC Review. Commencing ninety (90) days after OWNER begins the
design of New Maine Street, or a portion thereof, the OWNER shall, on at least a quarterly
basis, submit to the CITY's Development Review Committee ("DRC") satisfactory
do.cumentation to support any Road Impact Fee credit pursuant to this Section and the actual
amount of the Road Impact Fee credit shall thereafter be determined by the DRC based upon a
review of such satisfactory documentation in the manner provided by the Road Impact Fee
Ordinance; provided, however, that the DRC review of the Road Impact Fee credits pursuant
to this Section shall be limited to (i) verification of the actual cost of such improvements paid
by the OWNER for which impact fee credits are being requested, and (ii) confirmation that the
actual cost of such improvements paid by the OWNER do not exceed the costs set forth in the
Approved Contracts. The DRC shall not be required to approve any Road Impact Fee credits
for costs incurred by the OWNER which exceed the amounts set forth in the Approved
Contracts, unless such change orders or cost overruns have been previously approved or are
subsequently approved by the CITY.
9.4 Credit/Reimbursement Limit. To the extent the aggregate of all Road
Impact Fee credits and/or reimbursements due pursuant to this Agreement exceeds the Road
Impact Fees due under the Road Impact Fee Ordinance for development of the Property, or
any portion thereof, OWNER agrees it shall not be entitled to a credit or reimbursement for
any excess amount. "Nothi~lg ill:, this Agreement shall constitute, or shall be deemed to
constitute, a pledge of or lien upon any funds or source or revenue of the CITY .1S security for
its obligations under this Agreement. The obligation of the CITY to grant Road Impact Fee
credits and/or reimbursements pursuant to this Agreement is entirely contingent upon
development of the Property or any portion thereof which generates Road Impact Fee revenues
or could generate Road Impact Fee revenues but for the grant of credits hereunder.
9.5 Expenditure of Credits/Refund of Reimbursements. If credits are granted
to OWNER, and if OWNER (or its assigns) paid road impact fees prior to the grant of credits
006.105532.6
10
OR Ell 5623 PI1 2323
Orange Co FL 1998-0492003
pursuant to the Road Impact Fee Ordinance in connection with the development of the
Property, or any portion thereof, then the CITY shall reimburse the OWNER or its assigns the
amount of Road Impact Fees which were previously paid by OWNER (or its assigns), and such
amount shall be deducted from the credits which have been granted to OWNER. If Road
Impact Fee credits are granted to OWNER, and if OWNER is subject to a Road Impact Fee
payment obligation after the grant of credits in connection with the development of the
Property, or any portion thereof, then the Road Impact Fee which would be payable by
OWNER or its assigns shall be deducted from the credits, and such fee shall then be deemed
paid in full by OWNER to the extent of such credits.
9.6 Assignment of Credits. OWNER may assign to any party its rights to all
or any portion of the Road Impact Fee credits granted to OWNER pursuant to this Agreement.
Credits which have been assigned can be reassigned to other entities. However, if an assignee
uses the assigned Road Impact Fee credits, such assignee may use them only within and upon
the Property, or any portion thereof. Any credits which are granted pursuant to this
Agreement may be assigned, used, and transferred to apply to any other portion of the
Property. Any such assignment of Road Impact Fee credits shall not become effective until
delivery of written notice thereof from OWNER to the CITY and receipt by the Assignee of
written confirmation that the CITY records have been amended to reflect such assignment.
9.7 Exceptions. Notwithstanding any provision contained herein to the
contrary, OWNER shall not be eligible to receive Road Impact Fee credits for costs associated
with any right turn lane into the East Property since any such turn lane is solely related to the
development of the East Property.
SECTION 10. DRAINAGE. CITY and OWNER agree to the following terms
with respect to the provision of stormwater drainage associated with development of the
Property and the construction of New Maine Street:
10.1 Relocated Maine Street Drainage. The CITY will be responsible to
obtain any off-site land needed for stormwater drainage facilities to receive stormwater
drainage from Relocated Maine Street. In connection with the construction of Relocated Maine
Street by OWNER, its . successors or assigns, OWNER may give written notice to CITY
requesting off-site land necessary to construct stormwater drainage facilities to receive
stormwater drainage from Relocated Maine Street. Within two hundred seventy (270) days of
OWNER's notice to the CITY, CITY agrees to provide such land as is necessary to construct
stormwater drainage facilities to accommodate drainage resulting from the construction of
Relocated Maine Street. The .CITY may, at its option, utilize the Park Land for this purpose.
The CITY shall be responsible for the operation and maintenance of the stormwater retention
pond serving Relocated Maine Street.
10.2 East Propertv Drainage. To the extent feasible, as determined solely by
the CITY, any excess storm drainage capacity will first be made available by the CITY to the
OWNER for use in connection with the development of the East Property, subject to normal
construction constraints and compliance with all applicable permitting requirements. Any
utilization of such excess storm drainage capacity, if any, by OWNER will be at the sole cost
and expense of the OWNER, including but not limited to the cost of construction of any
expanded storm drainage facilities serving the East Property. In the event OWNER utilizes
any such excess storm drainage capacity, then the OWNER and CITY shall first enter into a
drainage easement agreement consistent with agreements entered into by the CITY for other
joint use retention ponds. OWNER acknowledges that the CITY does not anticipate having
any such excess stonnjprainage c~lp,acity.
10.3 Extended Maine Street Drainage and West Propertv. The Pond 2 Land
shall be utilized for the location of Pond 2 which will be designed to serve as an outfall for
Pond 1 and to provide treatment and attenuation for storm water runoff from Extended Maine
Street and the Northern Portion of the West Property. Pond 2 shall be a joint use pond and the
CITY shall be responsible for the operation and maintenance of such pond. The oversizing of
Pond 2 to serve the Northern Portion of the West Property shall be considered to be part of the
project for the construction of Extended Maine Street; provided, however, that if Pond 2 is
006.105532.6
11
....
OR Bk 5623 Pg 2324-
Orange Co FL 1998-0492003
constructed by OWNER,. it is agreed that the OWNER shall not be entitled to receive Road
Impact Fee credits for any design, engineering, permitting and construction costs associated
with the oversizing or enlarging of said retention pond to serve the West Property.
SECTION 11.
CITY'S OPTION TO CONSTRUCT NEW MAINE STREET.
11.1 City's OPtion. Within one hundred eighty (180) days from the date of
execution of this Agreement, the CITY may, at its sole option, elect to proceed with the
design, engineering, permitting and/or construction of Relocated Maine Street or Extended
Maine Street or for both Relocated Maine Street and Extended Maine Street, at the sole cost
and expense of the CITY, by giving written notice of such election to OWNER. In the event
the CITY makes such election, it shall then proceed with due diligence to complete such
design, engineering, permitting and/or construction for Relocated Maine Street or Extended
Maine Street, or for both Relocated Maine Street and Extended Maine Street, as the case may
be. To the extent that after the 90lh day from the Effective Date of this Agreement the
OWNER incurs expenses for the design, engineering and/or permitting of Relocated Maine
Street and/or Extended Maine Street, the OWNER shall be entitled to receive Road Impact Fee
credits for such expenditures as provided in Section 9 hereof; provided, however, that a
condition to the receipt of any such Road Impact Fee credits shall be the assignment by
OWNER to the CITY of all work product associated with such design, engineering and
permitting, all fully paid for by OWNER, along with the unconditional right to utilize such
work product in connection with the design, engineering, permitting and/or construction by the
CITY. The OWNER acknowledges that as of the date hereof it has not incurred any such
expenses and agrees that it will not incur any such expenses during the first one hundred
twenty (120) days frol11 the Effective Date of this Agreement. In the event the CITY elects to
proceed with such efforts, at the CITY's expense, then OWNER shall not be entitled to receive
Road Impact Fee credits for costs incurred subsequent to the date of notification from the
CITY unless OWNER demonstrates to the reasonable satisfaction of the CITY that the
expenses relate to obligations made in good faith by OWNER prior to the date of notification
from the CITY. Notwithstanding anything to the contrary set forth in this Subsection 11.1, the
OWNER shall be entitled to Road Impact Fee credits based upon tlle fair market value for the
lands as provided in Section 9 hereof.
11.2 Design. Nothing contained herein will preclude the CITY from
designing and/or constructing the New Maine Street, or a portion thereof, as a 5-lane urban
section roadway (with or without bike lanes) should the CITY, at its sole option, elect to do so.
SECTION 12. MAGUIRE ROAD. Upon acceptance of the conveyance of the
Maguire Road Land and the Pond 1 Land, tht: CITY shall become obligated to design,
engineer, permit and construct, within thirty-six (36) months from the Effective Date of this
Agreement, Pond 1 on the Pond 1 Land as a joint use retention pond to be operated and
maintained by the CITY, at the CITY's expense, said joint use pond being intended to serve
Extended Maine Street, Maguire Road and improvements thereto and the Southern Portion of
the West Property. If the OWNER needs Pond 1 in connection with the development of the
Southern Portion of the West Property and the CITY has not commenced construction thereof,
then the OWNER may, at its option, elect to design, engineer, permit and construct Pond 1 to
the extent needed to serve the Southern Portion of the West Property, subject to the following
terms, conditions and limitations:
(a) OWNER will give CITY at least sixty (60) days written notice
prior to undertaking any such activity and the CITY, at its option. may advise OWNER
that it will commence const;ruction o! Pond 1 within sixty (60) days of receipt of such
notice. If the CITY does not so advise the OWNER, then the OWNER may proceed
with such design, engineering, permitting and construction.
(b) The procedures set forth in Section 8 with respect to the
construction of New Maine Street shall be applicable to the construction of Pond 1 by
OWNER.
006.105532.6
12
OR Bk 5&23 Pl1 2325
Orange Co FL 1998-0492003
(c) In consideration for the conveyance of the Pond 1 Land, the
OWNER shall be entitled to receive Road Impact Fee credits, in accordance with the
procedures set forth in Section 9 hereof, for the cost incurred by OWNER in
connection with the design, engineering, permitting and construction of Pond 1.
(d) The OWNER shall be entitled to all till material associated with
the OWNER's construction of Pond 1 by OWNER.
SECTION 13. POND 1 FILL MATERIAL. Subject to the construction of
Pond 1, the OWNER shall be entitled to all fill material ("Fill Material") from the Pond 1
Land. The Fill Material shall be stored on the Southern Portion of the West Property at a
location to be designated by OWNER. The CITY and OWNER therein, shall comply with all
applicable laws, ordinances and regulations related to the use and storage of the Fill Material.
SECTION 14. RICHMOND AVENUE VACATION. CITY and OWNER
agree to the following terms with respect to the vacation of the below-described section of
Richmond A venue:
14.1 Vacation of Richmond Avenue. OWNER agrees, within ten (10) days
from the Effective Date, to apply to the CITY, and CITY agrees to accept OWNER's
application, seeking the vacation of that certain portion of Richmond A venue which runs south
of the Relocated Maine Street Land, as 1110re particularly described on Exhibit "F" attached to
and incorporated into this Agreement (hereinafter referred to as the "Richmond A venue
Vacated Parcel"). Any portion of the Richmond Avenue right-of-way which is located within
existing or Relocated Maine Street will not be vacated and is not part of the Richmond A venue
Vacated Parcel.
14.2 Reservation of Utility Easements. OWNER's application for the
vacation of the Richmond Avenue Vacated Parcel shall be subject to a reservation by CITY of
all utility easements associated with the Richmond A venue right-of-way.
14.3 Consideration of Vacation Application. The CITY shall consider in
good faith the application of OWNER to vacate the Richmond A venue Vacated Parcel and shall
talce final action on such application within ninety (90) days from the Effective Date or within
ninety (90) days from receipt of such application, whichever is later. Nothing contained herein
shall be construed to obligate the CITY to vacate the Richmond A venue Vacated Parcel, but
the CITY acknowledges that based upon the terms and conditions of this Agreement, the
vacation of said parcet would appear to be in the public interest.
14.4 Removal of Improvements. CITY agrees that, following the vacation of
the Richmond Avenue Vacated Parcel, all iri1provements located within the Richmond Avenue
Vacated Parcel may be removed by OWNER. except for utility lines and all related utility and
sewer facility improvements therein, which may be relocated by OWNER within its
development at its expense subject to CITY review and approval, which shall not be
unreasonably withheld. Notwithstanding the foregoing, no bricks or curbing may be removed
by OWNER prior to the vacation of Richmond A venue. OWNER acknowledges and agrees
that the CITY may remove any bricks and curbing within Richmond A venue at anytime prior
to the vacation thereof.
SECTION 15. PROHIBITION ON BRICK REMOVAL. OWNER agrees to
refrain from removing any existing street bricks or curbing from the existing Maine Street
Right-of-Way and from Richmonci.Avenue prior [Q the vacation of Richmond Avenue by the
City.
SECTION 16. TREES. Development of the Property shall comply with the
CITY's landscaping (Arbor/Tree) ordinances as they may from time to time be amended. The
CITY agrees that any such ordinances will be applied in a reasonable malmer and will not
prohibit the location of a commercial structure 011 the Property. Nothing contained in this
OOG.105532.G
13
11
OR Bk 5623 Pg 2326
Orange Co FL 1998-0492003
Section is intended to in any way change or modify such ordinances, as they may from time to
time be amended.
SECTION 17. ACCESS POINTS. The East Property and the West Property
will each have a full access point (Le., right and left turns permitted both into and out of the
access point) at the intersection of Bluford A venue and New Maine Street. Further, the East
Property will have an additional access point south of the intersection of Bluford A venue and
New Maine Street (the "Second Access Point"). The CITY and the OWNER will endeavor to
have the Second Access Point align with an access point for land located on the west side of
Bluford A venue in which case the CITY will support a full access point at that location. If the
OWNER is unable to obtain a full access point which aligns with an access point for land
located on the west side of Bluford A venue, then the CITY will not oppose the Second Access
Point being a full access so long as it is at least 700 feet south of the intersection of Bluford
A venue and New Maine Street; otherwise, the CITY may, in its discretion, oppose the Second
Access Point being a full access.
SECTION 18. PROHIBITION ON SPECIAL ASSESSMENTS. In
consideration of the covenants set forth,herein and the conveyance of the Donated Lands, the
CITY hereby covenants and agrees that it will not impose special assessments on the Property
to pay for any portion of the cost of New Maine Street or any further extension thereof east of
the East Property.
SECTION 19. SEWER AND WATER. In addition to any water and/or
wastewater capacity which may have heretofore been purchased by OWNER, the OWNER
may, at OWNER'S option and from time-to-time, elect to purchase water and/or wastewater
capacity for the development of the Property, or any portion thereof, from any entity listed in
Exhibit "A" to that certain Water and Sewer Revenue and Maintenance Fee Agreement, dated
May 10, 1995, and recorded in Official Records Book 4958, Pages 3817-3851, Public Records
of Orange County, Florida. The CITY hereby consents to any such purchase subject to
compliance with all applicable regulations and procedures of the CITY governing any such
purchase and the use of capacity acquired pursuant thereto. OWNER shall be responsible for
all costs and expenses related to the purchase of any such water and/or wastewater capacity.
SECTION 20. SEPARATE PARCELS. The CITY agrees that the East
property and the West Property are separate parcels for the purposes of the CITY's Land
Development Code.
SECTION 21. AUTHORITY: LIENS AND MORTGAGES. The OWNER
warrants and represents to the CITY that it has full and complete power and authority to
execute this Agreement and that there are no liens or mortgages against the Property except for
the Permitted Encumbrances.
SECTION 22. NOTICE. Any notice delivered with respect to this Agreement
shall be in writing and be deemed to be delivered (whether or not actually received) when (1)
hand delivered to the person hereinafter designated, or (2) upon receipt of such notice when
deposited in the United States Mail, postage prepaid, certified mail, return receipt requested,
addressed to the person at the address set forth opposite the party's name below, or such other
address or to such other person as the party shall have specified by written notice to the other
party delivered in accordance herewith:
TO OWNEIt:'
William E. Colburn and John D. Colburn
Cypress Creek Nursery, Inc.
Cambria
C/o Thomas A. Cloud, Esquire
Gray, Harris & Robinson, P.A.
201 E. Pine Street, Suite 1200
Orlando, Florida 32801
1<1
1m
OR Bk 5623 Po 2327
Orange Co FL 1998-0492003
TO CITY:
City of Ocoee
City Hall
150 North Lakeshore Drive
Ocoee, Florida 34761
Attention: City Manager
with a copy to:
Director of Planning
City of Ocoee
150 North Lakeshore Drive
Ocoee, Florida 34761
SECTION 23. COVENANT RUNNING WITH THE LAND. This Agreement
shall be binding, and shall inure to the benefit of the heirs, legal representatives, successors
and assigns of the parties, and shall run with the land and be binding upon the heirs, legal
representatives, successors and assigns of the OWNER and upon any person, firm, corporation
or entity who may become the successor-in-interest, directly or indirectly, to the Property, or
any portion tllereof.
SECTION 24. RECORDATION OF AGREEMENT. The parties hereto agree
that an executed original of this Agreement shall be recorded, at the CITY's expense, in the
Public Records of Orange County, Florida. The CITY will, from time to time upon request of
the OWNER, execute and deliver letters affirming the status of this Agreement.
SECTION 25. COMPLIANCE WITH LAWS. Except as otherwise expressly
provided in this Agreement or the Certificate of Vested Rights (i) the OWNER shall comply
with all applicable federal, state and local ordinances and regulations in effect at the time of
development of the Property, and (ii) nothing contained herein shall limit the right of the CITY
to prescribe other conditions on the development of the Property in accordance with applicable
CITY ordinances and land regulations in effect at the time of development.
SECTION 26. APPLICABLE LAW. This Agreement and the provisions
contained herein shall be construed, controlled, and interpreted according to the laws of the
State of Florida.
SECTION 27. TIME OF THE ESSENCE Time is hereby declared of the
essence to the lawful performance of the duties and obligations contained in this Agreement.
SECTION 28. AGREEMENT: AMENDMENT. This Agreement constitutes
the entire agreement between the parties, and supersedes all previous discussions,
understandings and agreements, with respect to the subject matter hereof. Amendments to and
waivers of the provisions of this Agreement shall be made by the parties only in writing by
formal amendment executed by both parties.
SECTION 29. SEVERABILITY. If any sentence, phrase, paragraph, provision
or portion of this Agreement is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, such portion shall be deemed a separate, distinct and independent
provision and such holding shall not affect the validity of the remaining portion hereof so long
as the intent of this Agreement can still be accomplished.
SECTION 30.l' .FURTHER DOCUMENTATION. The parties agree, that at
any time following a request therefor by the other party, each shall execute and deliver to the
other party such further documents and instruments, in form and substance reasonably
necessary to confirm andlor effectuate the obligations of either party hereunder and the
consummation of the transactions contemplated hereby.
OOG. 105532.G
15
=
OR Bk 5623 PI:! 2328
Orange Co FL 1998-0492003
SECTION 31. SPECIFIC PERFORMANCE. Both the CITY and the OWNER
shall have the right to enforce the terms and conditions of this Agreement by an action for
specific performance.
SECTION 32. ARMS LENGTH TRANSACTION. This Agreement shall not
be construed more strictly against one party than against the other merely by virtue of the fact
that it may have been prepared by counsel for one of the parties, it being recognized that all
parties have contributed substantially and materially to the preparation hereof.
SECTION 33. ACKNOWLEDGMENT. RATIFICATION. AND CONSENT.
A portion of the Property which is the subject of this Agreement was owned by William
Colburn and Leiser Colburn. John D. Colburn has now acquired through deed issued in
probate that interest previously held by Leiser Colburn. The CITY hereby aclmowledges this
transfer and ratifies and consents to the assignment of Leiser Colburn's rights, duties, and
obligations under those agreements listed in Recital No.6 hereof to John D. Colburn.
SECTION 34. COUNTERPARTS. This Agreement and any amendments
hereto may be executed in any number of counterparts, each of which shall be deemed an
original instrument, but all such counterparts together shall constitute one and the same
instrument.
SECTION 35. EFFECTIVE DATE. This Agreement shall first be executed by
the OWNER and submitted to the CITY for approval by the Ocoee CITY Commission. Upon
approval by the Ocoee CITY Commission, this Agreement shall be executed by the CITY.
The Effective Date of this Agreement shall be the date of execution by the CITY.
IN WITNESS WHEREOF, the OWNER and the CITY have caused this instrument to
be executed as' of the day and year first above written.
CITY:
Signed, sealed and delivered
in the presence of:
CITY OF OCOEE, a Florida municipal
Corporation L
.--' /-', . f .
By: 0 ,,~5:=' ~i"~.\e/ ,ji'
S. SCOTT VANDERGRI"'T,
d~~
Print Name Meltl OS e2-L
. /J. .' .f .
J-tt:;6Lt .t'/ Ifj ..c... ~)'U .:f!L
Print Name PriTr.1IC If! E. 5'MI'f""H
,J::,~;~:,t::.... . J
~'OJ ~j~~~;~'~;~I~~~tii;~fti,
(SEAL~,,\V' (;J.........,..l" \,..,')' ".) ({I." ,
. i1:,:;~~:;~";1~;~!J}f.:~~~~~;~~!~~:~:;t}!:~:!::i ~"..
APPROVED BY THE OCbEr<i CI'il'iy::i;;'l!;'i'.
COMMISSION AT A MEETING~~fffir;D'"
ON AJovt:-w..8t:t<. n ""Jd998'~iJNDER
." r .,.r-l'
AGENDA ITEM NO..;!!1J C...""
Attest:
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA;
APPROVED AS TO FORM AND
LEGALITY this n_day o.f ...'
f'J li\;f'Ur1A~d' . , i998.'
FOLEY & LARDNER
By, ttJ~r&dW
City Attorney
006.105532.6
16
DR Bk S623 Pg 2329
Orange Co FL 1998-0492003
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgements, personal1y appeared S. SCOTT
VANDERGRIFT and JEAN GRAFTON, personally known to me to be the Mayor and City
Clerk, respectively, of the CITY OF OCOEE and that they severally acknowledged executing
the same in the presence of two subscribing witnesses freely and voluntarily under authority
duly vested in them by said municipality. They are personally known to me.
WITNESS my hand and official seal in the County and State last aforesaid this il...w
day of N eN.. tI1 Bs:/t , 19~.
~~~ ~. jAtJU)
Signature of Notary
<1'~' ~ Marlan B Green
*1lfi: *My Commission CC773231
'it..n<l"f''' Expires November 4,2002
Mi\RIAf'ol B GIt'~EN
Name of Notary (Typed, Printed or Slamped)
Conunissioll Numbcr (if nol legible on seat):
My Commission Expircs (if not legible on seal):
I~
;.,
006.105532.6
17
006.105532.6
Signed, sealed and delivered
in the presence of:
-X~..bk>. 7-,.., Wc-'-M-/-t.i'Aff'
Print Name: 1<<'1-'1-11 ),UIII (11. We:A-<M-arr
~;~~/~,(
Print Name: A-i'Q I C I f+ .f - SI!l\-('7/-1
~ 'Jv, 1va.+h4t-4
Print Name: ;<c.rl-A/..",..J M h.XA-fh....lt
W;/;v.. ~
'fl,aLI
Print Name: 1), I \ f. SMn H
-x~ ~ WCa-.JI?crttq-
Print Name: KA<AA/~41 M hJ~~'J~C"/ty
Wn-1~ ~~
Print Name: ff.\:.. I . S!VI \-n-t
'~j,~ ~ t,)6t-fl,<!r/~1
Print Name: JL.... '-Jt., J eeN. fVt IA It't:I'''/1. p .~
~ .
print6A-~~8MIT\+
Print Name:
!~
OWNER:
OR Bk 5& 23 Pg 2330
Orange Co FL 1998-0492003
w~c.~
WILLIAM E. COLBURN
JOJ~URN
CCN INVESTMENTS, INC.,
a Florida corporation, formerly known as
CYPRESS CREEK NURSERY, INC.,
a Florida corporation
BY'_) V-
Name: ]dh... 0 C:>Jbvrt'J
."..; ,,\\\I~II\II.~""'IIIIJ'I;''';~'~~
,,~.r~'." _", ~'\ 5. /lJo.. "'; fo
Title: e(esl(Pe~+ ~:'.":;;f/tf:;':~s'~.::~< ~.;\;
(CORPORATE SEAL) ~~~;i:~s~,~'
. ':"~fF: .~~\~,......J 1111' 1IIIIll \ \ \
CAMBRIA, a Flonda general partnerslup.7:<....
By: {..u~ f ~
Name: WI \h,,"1 E. Co lb..............;
. Title: (>-I2.~1
P cr... +^-J 4..
18
OOG. t05532.G
STATE OF FLORIDA
COUNTY OF OR. 1'\ t-I (;. E
OR Bk 5623 PI1 233:1.
Orange Co FL 1998-0492003
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgments, personally appeared WILLIAM E.
COLBURN, [] who is personally known to me, or [v] who produced
(." D L Co Ij. J 10- us -:;3 - b i.3' tl as identification, and that he acknowledged
executing the same in the presence of two subscribing witnesses freely and voluntarily.
WITNESS my hand and official seal in the County and State last aforesaid this l.1.nL
day of 1'l.ov E:1f\R.e: II.. , 1998.
~tJ./l.J'JaM.) ~. -h/ll/OM)
Signature of Notary
~,~... Marian B Green
*~ *My Commission CC77~."
',;."",('''' Expires November 4. ~I :
Mt>.R.l.PlN. ~. GRF:E:N
Name of Notary (Typed, Printed or Stamped)
Commission Number (if not legible on seal): e. Co '1 '1 ~ .:Ill
My Commission Expires (if not legible 011 seal): 11- 4 ..1 0 n~
STATE OF FLORIDA
COUNTY OF b~,.,~,"E
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgments, personally appeared JOlIN D.
COLBURN, [] who is personally known to me, or ['"1 who produced
;:'D L Co'" Iln-~l..'\- .1,,2.'~I.I-D as identification, and that he acknowledged executing the same in the
presence of two subscribing witnesses freely and voluntarily.
WITNESS my hand and official seal in the County and State last aforesaid this ftliL
day of NoVli.N\\\FR. ,1998.
A.t o./u ~t1AU J. ..J A () () AI /
Signature of Notary
~''h' Martan B Green
*g- *My Commission CC773231
~1't.'n'J''' Expires November 4, 2002
jI\M'LI>oN B. G~raH.J
Name of Notary (Typed, Printed or Stamped)
Commission Number (if 1I0t legible 011 se"l):
My Commission Expires (if not legible on seal):
j~
19
STATE OF FLORIDA
COUNTY OF DR/'iNGf
OR Bk 5623 Pg 2332
Orange Co FL 1998-0492003
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgments, personally appeared
JOHN fL CnLllUll.N ,a~ PRE'Ut\ENi , of CCN INVESTMENTS, INC., a
Florida corporation, formerly known as CYPRESS CREEK NURSERY, INC., [ ] who is
personally known to me, or [0 who produced J:DL C4-JI.-t+I.1.J.'l.2.-il,I-{) as
identification, and acknowledged executing the same in the presence of two subscribing
witnesses freely and voluntarily on behalf of said corporation.
WITNESS my hand and official seal in the County and State last aforesaid this l2..1...\L
day of NO'/E'MI\E.'P. ,1998.
_ lrL/J/u:!iJ. '" ) .A . ...j /U1/7 ~
Signature of Notary
~,... ~ Marian B Green
*'ij*MY Commission CC773231
'\;.,,,,:.,1" Expires November 4.2002
MAU!l.N R. GA.EE.1oJ
Name of Notary (Typed, Printed or Stamped)
Commission Number (if lIot legiblc on scal):
My Cornmission Expircs (if 1I0t legible all seal):
STATE OF FLORIDA
COUNTY OF O~f\NGE
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgments, personally appeared
\N J: L L:I ':W\ E. Co L B U It N , as General Partner, of CAMBRlA, a Florida general
partnership, [] who is personally known to me, or [~who produced
r: D L <'. q. I {" - q v;. ~ ~ - Q g ~ . 0 as identification, and acknowledged executing the same
in the presence of two subscribing witnesses freely and volunt~lrily on behalf of said
partnership.
WITNESS my hand and official sea! in the County and State last aforesaid this l1nL
day of NnvE.t'o\e.E.ll.. ,1998.
~~
Signature of Notary
~,~, Marian B Green
*~*MY Commission CCn3231
~I).,,,.~. expires Novembor 4.2002
_M t>.RIA N B. GR. E ~N
Nmnc of Notary (Typed, Printed or Stamped)
Ccm:nissioll Numbcr (if not legible on seal):
My Commission Expires (if not legible on scal):
l~
006.105532.6
20
EXHIBIT "A"
oRo~~n~Ec~i:t i~9[:~~~3
COLBURN PARCEL
Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest corner of
Section 20, Township 22 South, Range 28 East and run East 10 chains; South 10.43 chains; West
10 chains, North 10.68 chains to the point of beginning; LESS the right of way for the A.C.L.
Railroad and the right of way for the State Road;
AND
Commencing at a point 10 chains East of the Southwest corner of Section 20, Township 22
South, Range 28 East, run East along the Section 10.20 chains; North 10 chains; West 10.20
chains; South 10 chains to the point ofbegilming; LESS that part West of the Railroad; LESS the
Railroad right of way and LESS the right of way for State Road;
More particularly described as follows:
From the Southwest corner ofthe Southwest 1/4 of Section 20, Township 22 South, Range 28
East, Orange County, Florida, run N.00014'15''E. along the West line of said Secti<;>n 20 a
distance of 1383.54 feet to the Northwest comer of the Southwest 1/4 ofthe Southwest 1/4 of
said Section 20; thence S.88 058'01 "E. along the North line of said Southwest 1/4 of the
Southwest 1/4 a distance of 664.92 feet to the Northwest comer of the Northeast 1/40fthe
Southwest 1/4 ofthe Southwest 1/4 of said Section 20; thence S.00013'06"W. along the West
line of said Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4 a distance of 4.75 feet to the
point ofbegiIUling on a curve on the South right of way line of Mainc Street, said curve being
concave Northerly and having a radius of 540.78 feet; thence fi'om a tangent bearing of
S.750 19'57"E. run Easterly along the arc of said curve and said South right of way line 126.98
feet through a centrallli1gle of 13027'14" to the point of tangency; thence S.88047'11"E. along
said South right of way line 424.35 feet to the point of curvature of a curve concave
Southwesterly and having a radius of 87.36 feet; thence run Southeasterly along the arc of said
curve 135.45 feet through a central angle of88050'18" to the point oftangency on the West right
of way line of Richmond Avenue; thence S.00003'07" W. along said West right of way line
1186.95 feet to the intersection of said West right of way line with the Easterly right of way line
ofClarcona Ocoee Road; thence N.390l9'09"W. along said Easterly right of way line 712.74
feet to the point of curvature of a curve concave Northeasterly and having a radius of 5735.72
feet; thence run Northwesterly along the arc of said curve and said Easterly right of way line
300.93 feet through a.central.ang1e of 03 000'22" to said West line of the Northeast 1/4 of the
Southwest 1/4 of the Southwest 1/4; thence N.Ooo13'06"E. along said West line 511.76 feet to
the point of beginning, containing therein 12.?783 acres more or less.
I"
EXHIBIT "u"
CCN PROPERTY
DR Dk 5623 PQ 2334-
Orange Co FL 19Q8-04Q2003
PARCEL 1
A tract of land lying 30.00 feet either side of the centerline of Seaboard Coastline Railroad and
East of the West section line of Section 20, Township 22 South, Range 28 East said centerline
described as follows:
Commence at the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South,
Range 28 East, thence lun N.OOe 12'54"W. I 646.47 feet along the West section line for a point of
beginning; thence S.35 051124"E. 705.94 feet to the point of termination. Subject to right-of-way
for State Road No. 439. (O.R. Book 3669, Page 1602)
AND
PARCEL 2
All that part of the South 1/2 of said Northwest 1/4 of the Southwest 1/4 of Section 20, Township
22 South, Range 28 East, lying West of railroad right-of-way.
AND
All that part of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 20, lying
East of Railroad right-of-way and West ofClarcona Ocoee Road (O.R. Book 3517, Page 1381).
AND
PARCEL 3
All that part of Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of Section 20, Township
22 South, Range 28 East, Orange County, Florida, lying West ofthe Florida Midland Railway,
and more particularly described: Beginning at a point in the section line on the West side of said
Section 20, at a point 10 chains North of the Southwest corner of said Section, run East 9 chains
more or less to right-of-way of the Florida Midland Railway; thence in a Northwesterly direction
along said right-of-way to North boundary of said Southwest 1/4 of the Southwest 1/4; thence
West to Section line; thence South on Section line to the point of beginning (containing 5 acres
more or less). Less right-of-way for Maguire Road, as recorded in O.R. Book 1294, page 767,
Public Records of Orange County, Florida (O.R. Book 3517, Page 1380).
LESS
Commence at the Southwest corner of the Southwest 1/4 Section 20, Township 22 South, Range
28 East, thence run N.Oao 12'54"W. 691.70 feet along the West line of Section 20, Township 22
South, Range 28 East, thence S.89040'46"E. 342.08 feet along the South line of the Northwest
1/4 ofthe Southwest 1/4 of the Southwest 1/4 of said section 20 for a point of beginning; thence
N. l5049'19"W. 290.12 feet; thence N 54021'11 "E. 150.343 feet; thence S.35051'24"E. 455.00
feet; thence N.89040'46"W. 310.00 feet to the point of beginning. (O.R. Book 3669, Page 1549)
AND
PARCELS 1,2 ANn 3 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Commencing at the Southwest corner of the Southwest 1/4 of Section 20, Township 22 South,
Range 28 East, Orange County, Florida, run N.OOo l4'15"E. along the West line of said Section
20 a distance of691.77 feet to the southwest comer of the Northwest 114 of the Southwest 1/4 of
the Southwest 1/4 of said Section 20; thence S.89 014'54 "E. along the south line of said
Northwest 114 ofthe southwest I/4 of the Southwest 1/4 a distance of30.00 feet to the point of
Page 1 of 2
DR Bk 5623 Pg 2335
Orange Co FL 1998-0492003
beginning on the Easterly right-of-way line of Maguire Road, as recorded in O.R. Book 1294,
Page 767, Public Records of Orange County, Florida; thence run N.aao 14'15"E. along said right-
of-way line 255.67 feet to the point of curvature of a curve concave Southwesterly and having a
radius of 550.87 feet; thence run Northwesterly along the arc of said curve and said right-of-way
line 182.63 feet tlrrough a central angle of 18059'45" to said West line of Section 20; thence
N.OOo l4'15"E. along said West line 257.06 feet to the Southwest corner of the South 1/2 of the
Northwest 1/4 ofthe Southwest 1/4 of said Section 20; thence continue N.OooI4'15"E. along said
West line of Section a distance of 628.09 feet to a point on the Westerly right-of-way South
Bluford Avenue (formerly Clarcona Ocoee Road) thence S.25022'15"E. along said right-of-way
line 88.56 feet to the point of a curvature of a curve concave Northeasterly and having a radius of
1748.83 feet; thence run Southeasterly along the arc of said curve and said right-of-way line
120.23 feet through a central angle of 03 056'20" to a point on the Easterly line of a 60.00 feet
seaboard system railroad right-of-way (as described in O.R. Book 3607, Page 2027); thence run
S.35 0 19'29"E. along said Easterly line 586.61 feet; thence leaving said Easterly line, run
S.54040'23"W. 210.84 feet; thence S.15013'22"E. 290.12 feet to a point on said South line of the
Northwest 1/4 of the Southwest 1/4 ofthe Southwest 1/4 of Section 20; thence run
N.89014'54"W. along said South line, 310.93 feet to the Point of Beginning, containing 5.7454
acres more or less.
l~
Page 2 of 2
EXHIBIT "c"
OR Bk 56. 23 PI1 2336.
Orange Co FL 1998-0492003
CAMBRIA PARCEL
That part of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section 20, Township 22
South, Range 28 East, Orange County, Florida, lying East of Clarcona Ocoee Road and South of
Maine Street;
AND
That part of the Northwest 1/4 of the Southwest 1/4 ofthe Southwest 1/4 of said Section 20,
lying East ofClarcona Ocoee Road and South of Maine Street;
More particularly described as follows:
From the Southwest corner ofthe Southwest 1/4 of Section 20, Township 22 South, Range 28
East, Orange COW1ty, Florida, run N.00014'15"E. along the West line of said Section 20 a
distance of 1383.54 feet to the Southwest corner of the South 1/2 of the Northwest 1/4 of the
Southwest 1/4 of said Section 20; thence S.88 058'OI"E. along the South line of said South 1/2 of
the Northwest 1/4 of the Southwest 1/4 a distance of290.79 feet to the point of beginning on the
Easterly right of way line ofClarcona Ocoee Road; thence run N.35020'45"W. along said
Easterly right of way line 84.06 feet to the point of curvature of a curve concave NOl1heasterly
and having a radius of 1688.83 feet; thence Northerly along the arc of said curve and said
Easterly right of way line 234.24 feet through a central angle of 07056'49" to the intersection of
said Easterly right of way line with the Southerly right of way line of Maine Street; thence
S.61 0 17'01"E. along said Southerly right of way line 480.76 feet to the point of curvature of a
curve concave Northerly and having a radius of 540.78 feet; thence Easterly along the arc of said
curve and said Southerly right of way linc 132.60 fcct through a ccntral angle of 14002'56" to the
East line of the Northwest 1/4 of the Southwest 1/4 of the Southwest 1/4 of said Section 20;
thence S.Ooo 13'06"W. along said East line 511.76 feet to a point on said Easterly right of way
line ofClarcona Ocoee Road, said point being on a curve concave Northeasterly and having a
radius of 5735.72 feet; thence from a tangent bearing ofN.36 0 18'47"W. run Northwesterly along
the arc of said curve and said Easterly right of way line 96.83 feet through a central angle of
00058'02" to the point of tangency; thence N.35020'45"W. along said Easterly right of way line
545.25 feet to the point of beginning, containing therein 3.2654 acres morc or less.
I'
EXlnBIT "D"
OR Bk S& 23 Pg 2337
Orange Co FL 1998-0492003
PERMITTED ENCUMBRANCES
Permitted Encumbrances means and includes the following:
1) Real property taxes for the year of transfer and for subsequent years.
2) Pending liens, if any, for special assessments for public improvements or other
public purposes, which are payable in installments.
3) All present and future building restrictions, zoning regulations and all present
and future laws, ordinanc.es, resolutions, regulations and orders of any
govenmlental authority having jurisdiction over the real property and the use
thereof as represented herein.
4) Easements, mineral reservations, matters appearing on any plat or common to
any subdivision, restrictions, reservations, rights-of-way, conditions and
limitations of record, if any, which are not coupled with any reverter or
forfeiture provisions, including (without limitation) any drainage, canal,
mineral, road, or other reservations of record in favor of the State of Florida or
any of its agencies or governmental or quasi-goverrunental entities, or as may be
set forth in any "Murphy Deeds."
l~
11/12/98
006.105532.6
OR Bk 5523 Pg 2338
Orange Co FL 1998-0492003
.~
STREET
NOTES.
I. THIS EXHIBfT WAS BASED ON
GIS BASE UAPS.NOT SURVEYS
PEC
EXHIBIT E
MAINE STl<LET
!,
--_..__.--....~
-_...._....--~..--
C)
<:
a
~
:::t::
()
-
Q:::
DR Bk 5&23 Pg 2339
Orange Co FL 1998-0492003
/5' TEMPORARY
CONSTRUCTION
NOTES, EASEMENT
tloc
pond I
I. POND I RON TO BE DEDICATED
I TO THE CITY OF OCOEE. .
Z. NI EASEME/ff WIll. BE REOUIRED
FOR A DRAlN/lGE PIPE ,FROU POND I
TO POND 2.NlD OIER POND 2-
J. THIS EXHIBfT WAS BASED ON
GIS BASE MAPS. NOT SURVEYS.
PEe
EXHIBIT F
MAINE STREET
I'
EXHIBIT "G"
RICHMOND AVENUE VACATED PARCEL
That portion of Richmond A venue right-of-way lying south of Relocated Maine Street and
north of the existing north right-of-way line of State Road 50, located in Section 20, Township
22 South, Range 28 East, Orange County, Florida. The Richmond Avenue Vacated Parcel
expressly excludes the existing Maine Street.
OR Bk 5623 Pg 2340
Orange Co FL 1998-0492003
I~ . .,
11112/98
006.105532.6
THIS INSTRUMENT PREPARED BY
AND SHOULD BE RETURNED TO:
Paul E. Rosenthal, Esq.
FOLEY & LARDNER
111 North Orange Avenue, Suite 1800
Post Office Box 2193
Orlando, Florida 32802-2193
(407) 423-7656
THIS INSTRUMENT SHOULD BE
RETURNED TO:
OR Bk 5623 Pg 2341
Orange Co FL 1998-0492003
Jean Grafton, City Clerk
City of Ocoee
150 N. Lakeshorc Drive
Ocoee, Florida 34761
For Recording Purposes Only
EXHIBIT "H"
NON-EXCLUSIVE TEMPORARY CONSTRUCTION EASEMENT
AGREEMENT
THIS NON-EXCLUSIVE CONSTRUCTION TEMPORARY EASEMENT
AGREEMENT (this "Easement Agreement") is made and entered into this _ day of
, 19_, by and between
whose address is (hereinafter referred to as the
"Grantor"), and the CITY OF OCOEE, a Florida municipal corporation, whose address is
150 North Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as the "Grantee").
WIT N E SSE T H:
WHEREAS, Grantor is the' owner of that certain real property located in
Orange County, Florida, as more particularly described in Exhibit "A" attached hereto and
incorporated herein by reference (the "Easement Property") ; and
WHEREAS, Grantee has requested, and Grantor has agreed to grant and
convey to Grantee, a non-exclusive temporary easement over, upon and across the Easement
Property for the specific and. limited purposes hereinafter set forth.
NOW, THEREFORE, in consideration of the mutual covenants, promises,
terms and conditions set forth herein, and for other good and valuable consideration, the
receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows:
Section 1. The above recitals are true and correct, form a material part of
this Agreement and are incorporated herein by reference.
Section 2. Grantor hereby gives, grants, bargains, sells and conveys to
Grantee a non-exclusive temporary easement over, upon and across the Easement Property for
the purposes hereinafter stated (the "Easement"), all subject to the terms, conditions and
limitations set forth herein.
SCctiOlh-3. .Grantpr hereby warrants and guarantees to Grantee that Grantor
has fee title to the Easement Property, sU.bject to easements, reservations, restrictions and
rights-of-way of record, if any, and that Grantor has full power and authority to grant this
Easement as to the Easement Property.
Section 4. Grantee's use of the Easement Property shall be for the purpose
of Grantee, through itself, its agents, contractors, consultants and employees: (a) performing
such activities on the Easement Property as Grantee may deem reasonably necessary in
connection with the design, engineering and construction of a certain roadway known as
11/12/98
006.115367.1
DR Bk 5623 Pg 2342
Orange Co FL 1998-0492003
Road (the "Road") which is, to be located adjacent to and iii"'t11e- vicinity ot me
Easement Property, and (b) tying in and harmonizing the Easement Property and the
driveways, walkways and other improvements thereon with the construction of the Road to be
undertaken by the Grantee in conjunction with the aforesaid activities on the Easement
Property. Notwithstanding the foregoing, this Easement is granted upon the condition that, the
sloping and/or grading upon the Easement Property shall not extend beyond the Easement
Property and that all grading or sloping shall conform to all existing structural improvements
within the Easement Property and all work will be performed in such a manner that existing
structural improvements will not be damaged.
Section 5. This Easement is non-exclusive, and Grantor reserves to itself, its
successors and assigns, the non-exclusive right to use, pass and repass over and upon the
Easement Property. Each party shall use the rights granted and reserved by this Easement
Agreement with due regard to the rights of the other party to use and enjoy the Easement
Property .
Section 6. This Easement shall terminate upon the earlier of (a) the completion
of the construction of the Road as certified by the City, or (b) (_) months
from the date hereof. Upon termination of this Easement, Grantee shall record a Notice of
Termination in the Public Records of Orange County, Florida.
Section 7. Grantee shall, at its sole cost and expense, restore any improvements
on the Easement Property that are damaged by Grantee incident to its construction of the Road
to a condition which approximates as closely as is reasonably practicable the condition of said
improvements prior to being damaged by Grantee.
Section 8. To the extent permitted by law, the Grantee agrees to indemnify and
hold harmless the Grantor from and against any and all claims, actions, causes of action, loss,
damage, injury, liability, cost or expense. including without limitation attorneys' fees and
paralegal fees (whether incurred before, during or after trial, or upon any appellate level),
arising from the Grantee's lIse of the Easement Property or from the exercise by the Grantee of
any rights granted by this Easement Agreement.
Section 9. To the extent that any rules, regulations or ordinances of the Grantee
or any previously existing development approvals or any agreements between the Grantor (or
its predecessors in interest) and the Grantee require that certain improvements, including but
not limited to walls, signage, landscaping, irrigation and berming, be constructed or installed
within all or any portion of the Easement Property, the Grantor agrees that it shall not
construct or install any sllch improvements within the Easement Property until the earlier of (i)
the date of termination of this Easement Agreement, or (ii) the written approval by the Grantee
of a specific improvement within the Easement Property. The aforementioned restrictions may
be waived by Grantee in whole or in part, at 'the Grantee's option. The Grantor may from time-
to-time request the approval of Grantee to construct or install certain improvements within the
Easement Property and Grantee covenants and agrees to grant such approval unless the Grantee
makes a good faith determination that such il1).provement will interfere with the exercise by
Grantee of its rights and privileges under the terms of this Easement Agreement. Grantee
covenants and agrees that it will not defer or delay the issuance to Grantor of any building
permits, certificates of completion or certific.ates of occupancy because of the inability of the
Grantor to complete improvements withir. the Easement Property due to the restrictions
imposed by this Easement Agreement; provided, however, that the Grantor shall, at Grantor's
sole cost and expense, promptly complete any such deferred or delayed improvements upon the
termination of this Easement Agreement or the waiver of such restriction by the Grantee.
Nothing contained in this Section shall be ~~>nstrued to release or discharge the Grantor from
any of its obligations and responsibilities with respect to improvements to be constructed or
installed within the Easement Property. This Section is intended only to affect the timing of the
Grantor's compliance with any such obligations and responsibilities.
Section 10. This Easement Agreement shall be binding upon and inure to the
benefit of the parties specified herein, their respective legal representatives, successors and
assigns, and the benefits and burdens bere0f shall run with the Easement Property.
006.115367.1
-2-
"
OR Bk 5623 Pg 2343
Orange Co FL 1998-0492003
Section 11. This Easement Agreement may be modified or amended only upon
the mutual written consent of Grantee and Grantor, or their respective legal representatives,
successors and assigns.
IN WITNESS WHEREOF, the parties hereto have subscribed their names and
have caused this Easement Agreement to be executed as of the day and year first above
written.
Signed, sealed and delivered
in the presence of:
GRANTOR:
Print Name:
Print Name:
GRANTEE:
CITY OF OCOEE,
a Florida municipal corporation
By:
Print Name:
Mayor
Attest:
Print Name:
City Clerk
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA;
APPROVED AS TO FORM AND
LEGALITY this _ day of
,19_
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING
BELDON ,19_
UNDER AGENDA ITEM NO.
FOLEY & LARDNER
By:
City Attorney
j,
006.115367.1
-3-
,.
,
STATE OF FLORIDA
COUNTY OF
OR Bk 5623 Pg 2344
Orange Co FL 1998-0492003
Recorded - Martha O. Haynie
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State aforesaid and in the County aforesaid, to take acknowledgements, personally appeared
before me of and who 0 is personally known to me, or who 0
produced as identification, and who
acknowledged that he/she executed the foregoing instrument freely and voluntarily for the uses
and purposes expressed therein.
WITNESS my hand and official seal in the County and State last aforesaid this _
day of ,19_
Signature of Notary
Name of Notary (Typed, Printed or Stamped)
Commission Number (if not legible on seal):
My Commission Expires (if not legible on seal):
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the
State and County aforesaid to take acknowledgments, personally appeared
and well known to me to be the
Mayor and City Clerk, respectively. of the CITY OF OCOEE, a Florida municipal
corporation, and that they severally acknowledged executing the same in the presence of two
subscribing witnesses freely and voluntarily under authority duly vested in them by said
municipality. They are personally known to me.
WITNESS my hand and official seal in the County and Slate last aforesaid this _
day of ,19_.
Signature of Notary
Name of Notary (Typed. Printed or Slampcd)
Commission Number (if 1I0t legible 011 seal):
My Commission Expires (ir nOllegible on seal):
l~
>,
006.115367.1
-4-
Insert
Preliminary Subdivision Plan
for The Village at Lake
Bennet
r
PLAN INDEX
FOR
r
THE VILLA GE A T LA KE BENNE 7
1 COVER SHEET k _1 /A -fJb (JA." 00 U x fflelf
UPUK1.000;
A vAblv
U..,L
2 CITY OF OCOEE CONDITIONS OF APPROVAL
3 CTE SPECIFICATION SHEET
4 OVERALL PRELIMINARY SUBDIVISION PLAN
5 PRELIMINARY SUBDIVISION PLAN PHASE 1 - SHEET 1 OCOEE
10 FLORIDA
6 PRELIMINARY SUBDIVISION PLAN PHASE 1 -SHEET 2
7 PAVING, GRADING AND DRAINAGE PLAN - SHEET 1
8 PAVING, GRADING AND DRAINAGE PLAN - SHEET 2
9 PAVING, GRADING AND DRAINAGE DETAILS
10 UTILITY PLAN - SHEET 1
11 UTILITY PLAN - SHEET 2
12 UTILITY DETAILS
13 LOT LAYOUT PLAN
14 TREE PRESERVATION PLAN - SHEET 1
15 TREE PRESERVATION PLAN - SHEET 2
16 TREE IDENTIFICATION SURVEY
17 OVERALL SURVEY PLAN
18 BLUFORD AVENUE MODIFICATIONS FOR PHASE 1 WORK
1 OF 3 SPECIFIC PURPOSE SURVEY (COVER - BOTTOM HALF OF PROJECT, DRMP)
2 OF 3 SPECIFIC PURPOSE SURVEY (BOUNDARY - BOTTOM HALF OF PROJECT, DRMP)
3 OF 3 SPECIFIC PURPOSE SURVEY (TREE SURVEY - BOTTOM HALF OF PROJECT, DRMP)
1 OF 1 BOUNDARY SURVEY (TOP HALF OF PROJECT, CEMS)
1 OF 2 PRELIMINARY LANDSCAPE SITE PLAN
2 OF 2 PRELIMINARY LANDSCAPE DETAILS
SITE DATA
ZONING
C-2, COMMUNITY COMMERCIAL
EXISTING PROPERTY LAND USE:
VACANT COMMERCIAL
PROPOSED PROPERTY LAND USE,
COMMUNITY COMMERCIAL
PROPERTY PARCEL NUMBER
Parcel # 20-22-28-0000-00-018 (WILLIAM COLBURN/WIN-OCOEE, LTD.)
Parcel # 20-22-28-0000-00-020 (WIN-OCOEE, LTD.)
Parcel # 20-22-28-0000-00-054 (CAM
BRIA/WIN-OCOEE, LTD.)
SOIL TYPES
46 (TAVARES) AND 3 (BASINGER)
LANDSCAPE BUFFERS
20' FRONTING S.R. 50
15' FRONTING BLUFORD AVE. & MAINE STREET
10' FRONTING INTERNAL ROADWAYS, PARKING LOTS, BUILDINGS &STRUCTURAL RETAINING PONDS.
BUILDING SETBACKS
FRONT: 50 FEET (ALONG SR 50 AND BLUFORD AVENIIE)
REAR: 20 FEET
SIDE: 10 FEET
INTERNAL PROPERTY LINES: 10 FEET
MAXIMUM BUILDING HEIGHT
45 FEET (3 STORIES)
OVERALL LOT COVERAGE CALCULATIONS (PROPOSED)
TOTAL PROPERTY AREA
INCLUDING LAKE BENNET): 1,725,847 SF 39.62 AC
TOTAL LAND AREA 1,148,677 SF 26.37 AC 6
NOTES
1. AREA CALCULATIONS WITHIN EACH LOT IS
BASED ON THE CONCEPTUAL SITE LAYOUT
WITHIN THE LOT. AREA CALCULATIONS WILL BE
FINALIZED WHEN SITE PLANS FOR EACH LOT
IS GENERATED. HOWEVER, NO INDIVIDUAL LOT SHALL
EXCEED 80% IMPERVIOUS AREA.
LOCATION MAP
PREPARED FOR:
COLBURN
JOHN D. COLBURN
CAMBRIA
ORLANDO, FLORIDA 32803
1899 VISTA ROYALE BLVD
ORLANDO,
FL. 32835
PHONE:
(828) 456-7279
PHONE:
(407) 296-4504
FAX: (407) 896-4836
FAX: (407) 649-8190
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
DALE &COMPANY
BURCAW GEOTECHNICAL GROUP, INC.
651 NORTH MILLS AVENUE
13620 WRIGHT CIRCLE
ORLANDO, FLORIDA 32803
TAMPA, FLORIDA 33626
CONTACT: RONALD C. DALE, ASLA
PHONE: (813) 818-4606
EMAIL: DALERON@AOL.COM
FAX: (813) 891-6686
PHONE: (407) 894-1317
FAX: (407) 894-8986
TRAFFIC ENGINEER
ARCHITECT
TRAFFIC PLANNING AND DESIGN, INC.
FISHER &ASSOCIATES
535 VERSAILLES DRIVE, SUITE 200
2315 BELLAIRE ROAD
MAITLAND, FLORIDA 32751-7305
CLEARWATER, FL 33674
CONTACT: TURGUT DERVISH, P.E.
PHONE: (727) 443-4436
EMAIL: TURGUT@TPDTRAFFIC.COM
PHONE: (407) 628-9955
FAX: (407) 628-8855
SR 50 IS 0.93 ACRE
1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
ONE ACRE IN SIZE.
(LESS THAN 1 ACRE).
10 FT ROW ALONG SR50.
4.
5.18.8.
"MEDIUM" BUFFERS BETWEEN RETAIL
15' AND '20' WIDE LANDSCAPE BUFFERS
1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
6.56 %
TOTAL DEVELOPED LAND AREAS:
605,069
SF
13.89
AC
52.68 %
TOTAL UNDEVELOPED LAND AREAS:
543,608
SF
12.48
AC
47.32
DEVELOPED AREA BREAKDOWN (PHASE 1)
(25) FEET OF BUFFER AREA SUPPLEMENTED
TOTAL BUILDING AREA
40,113
SF
0.92
AC
6.62
TOTAL PARKING/SIDEWALK AREAS
367,235
SF
8.43
AC
60.69
TOTAL POND AREA
54>350
SF
1.25
AC
9.00 %
PERVIOUS AREA
143,371
SF
3.29
AC
23.69 %
TOTAL PERVIOUS AREA (undev +pervious in
dev. land) 686,979
SF
15.77
AC
59.80
NOTES
1. AREA CALCULATIONS WITHIN EACH LOT IS
BASED ON THE CONCEPTUAL SITE LAYOUT
WITHIN THE LOT. AREA CALCULATIONS WILL BE
FINALIZED WHEN SITE PLANS FOR EACH LOT
IS GENERATED. HOWEVER, NO INDIVIDUAL LOT SHALL
EXCEED 80% IMPERVIOUS AREA.
LOCATION MAP
PREPARED FOR:
COLBURN
JOHN D. COLBURN
CAMBRIA
ORLANDO, FLORIDA 32803
1899 VISTA ROYALE BLVD
ORLANDO,
FL. 32835
PHONE:
(828) 456-7279
PHONE:
(407) 296-4504
FAX: (407) 896-4836
FAX: (407) 649-8190
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
DALE &COMPANY
BURCAW GEOTECHNICAL GROUP, INC.
651 NORTH MILLS AVENUE
13620 WRIGHT CIRCLE
ORLANDO, FLORIDA 32803
TAMPA, FLORIDA 33626
CONTACT: RONALD C. DALE, ASLA
PHONE: (813) 818-4606
EMAIL: DALERON@AOL.COM
FAX: (813) 891-6686
PHONE: (407) 894-1317
FAX: (407) 894-8986
TRAFFIC ENGINEER
ARCHITECT
TRAFFIC PLANNING AND DESIGN, INC.
FISHER &ASSOCIATES
535 VERSAILLES DRIVE, SUITE 200
2315 BELLAIRE ROAD
MAITLAND, FLORIDA 32751-7305
CLEARWATER, FL 33674
CONTACT: TURGUT DERVISH, P.E.
PHONE: (727) 443-4436
EMAIL: TURGUT@TPDTRAFFIC.COM
PHONE: (407) 628-9955
FAX: (407) 628-8855
SR 50 IS 0.93 ACRE
1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
ONE ACRE IN SIZE.
(LESS THAN 1 ACRE).
10 FT ROW ALONG SR50.
4.
5.18.8.
"MEDIUM" BUFFERS BETWEEN RETAIL
15' AND '20' WIDE LANDSCAPE BUFFERS
1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
COMMERCIAL OR HIGH RISE (OVER TWO
10 FT ROW ALONG SR50.
STORIES) OFFICE AND ANY RESIDENTIAL USE,
CONSISTING OF A MINIMUM OF TWENTYFIVE
(25) FEET OF BUFFER AREA SUPPLEMENTED
BY BERMS, WALLS, AND/OR FENCES, AND
LANDSCAPING.
WIN-OCOEE. LTD.
OWEN EWING
2901 RIGSBY LANE
SAFETY HARBOR, FLORIDA 34695
PHONE: (727) 726-1115
FAX: (727) 726-2337
,J
ITEM CODE CITATION CODE REQUIREMENT PROPOSED STANDARD JUSTIFICATION
1. 6.14.C.(1),(b)ii SMALLER COMMERCIAL STRUCTURES AND COMMERCIAL STRUCTURES DO DOMINATE 1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
OUTPARCELS SITUATED ALONG PRIMARY MORE THAN 50% OF THE STREET 10 FT ROW ALONG SR50.
AND SECONDARY ROADWAYS WILL NOT FRONTAGE <A+_ONG BLUFORD AVENUE AND
DOMINATE THE STREET FRONTAGE AND SR 50.
SHALL BE RESTRICTED TO NO MORE THAN
50% OF THE LINEAR ROADWAY FRONTAGE
WITHIN A PLANNED COMMERCIAL
DEVELOPMENT OR SUBDIVISION.
2. 6.14.C.(1),(b)iv NO MORE THAN TWO OUTPARCELS WITHIN MORE THAN TWO OUTPARCELS WITHIN THE 1. DEVELOPER IS DONATING 35 FT OF ROW ALONG BLUFORD AVENUE (APPROX. 1900 FT),
THE SAME PLANNED DEVELOPMENT SHALL SAME COMMERCIAL SUBDIVISION DO ABUT 10 FT ROW ALONG SR50,
ABUT EACH OTHER ALONG PRIMARY OR EACH OTHER ALONG A PRIMARY AND
SECONDARY STREET FRONTAGES, ALTHOUGH SECONDARY STREET.
ANY NUMBER OF OUTPARCELS MAY FRONT
ON INTERNAL STREETS WITHIN A
COMMERCIAL SUBDIVISION.
3. 6.14.C.(1),(b)v NO OUTPARCEL LOT SHALL BE LESS THAN LOT 1 ALONG
APPLICANT
WIN-OCOEE. LTD.
OWEN EWING
2901 RIGSBY LANE
SAFETY HARBOR, FLORIDA 34695
PHONE: (727) 726-1115
FAX: (727) 726-2337
1011h k, 1:4
THE COLBURN PROPERTY
WILLIAM E.
COLBURN
JOHN D. COLBURN
CAMBRIA
ORLANDO, FLORIDA 32803
1899 VISTA ROYALE BLVD
ORLANDO,
FL. 32835
PHONE:
(828) 456-7279
PHONE:
(407) 296-4504
urlLmEs
CITY OF OCOEE
150 NORTH LAKESHORE DRIVE
CITY OF OCOEE, FLORIDA 34761
PHONE: (407) 905-3100 EXT. 1505
CITY OF OCOEE
150 NORTH LAKESHORE DRIVE
CITY OF OCOEE, FLORIDA 34761
PHONE: (407) 905-3100 EXT. 1505
POWER
PROGRESS ENERGY, INC.
402 E. CROWN POINT RD
WINTER GARDEN, FL 34787
PHONE: (386) 753-1872
FAX:
LAKE APOPKA NATURAL GAS
1320 SOUTH VINELAND ROAD
WINTER GARDEN, FLORIDA 34778-3007
PHONE: (407) 656-2734
FAX: (407) .656-9371, (407) 877-3893
FIRE AND RESCUE
CITY OF OCOEE FIRE PREVENTION
150 NORTH LAKESHORE DRIVE
CITY OF OCOEE, FLORIDA 34761
PHONE: (407) 905-3140
WIN-OCOEE,
LTD.
OWEN EWING
2901 RIGSBY LANE
SAFETY HARBOR, FLORIDA 34695Z 00Lnce-
la 114
PHONE: (727) 726-1115
FAX: (727) 726-2337 O c d.
N
CABLE 0
BRIGHT HOUSE NETWORK
844 MAGUIRE ROAD
OCOEE, FLORIDA 34761
PHONE: (407) 532-8508/8509/8520
CABLE
BROADWING COMMUNICATION
5915 SOUTH RIO GRANDE AVE., SUITE 200
ORLANDO, FLORIDA 32809
PHONE: (407) 859-7661
FAX: (407) 859-6265
SPRINT
33 NORTH MAIN STREET
WINTER GARDEN, FLORIDA 34787
PHONE: (407) 814-5351
FAX: (407) 814-5320
MCI
69 WEST CONCORED ST.
ORLANDO, FLORIDA 32801
PHONE: (407) 425-6819
FAX: (407) 425-6821
TELEPHONE
BELL SOUTH
1778 PARK AVENUE NORTH, SUITE 200
MAITLAND, FLORIDA 32751
PHONE: (407) 539-2313
CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
CONSULTANTS
CML ENGINEER
DRMP
CONSUL -TECH DEVELOPMENT SERVICES
1505 EAST COLONIAL DRIVE
2828 EDGEWATER DR., SUITE 200
ORLANDO, FLORIDA 32803
ORLANDO, FLORIDA 32804
CONTACT: ABBY A. SCHAEFER
CONTACT: JOEL T. ARNOLD, P.E.
EMAIL: ASCHAEFER@DRMP.COM
.EMAIL: JTARNOLD@CTE.CC
PHONE: (407) 896-0594
PHONE: (407) 649-8334
FAX: (407) 896-4836
FAX: (407) 649-8190
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
DALE &COMPANY
BURCAW GEOTECHNICAL GROUP, INC.
651 NORTH MILLS AVENUE
13620 WRIGHT CIRCLE
ORLANDO, FLORIDA 32803
TAMPA, FLORIDA 33626
CONTACT: RONALD C. DALE, ASLA
PHONE: (813) 818-4606
EMAIL: DALERON@AOL.COM
FAX: (813) 891-6686
PHONE: (407) 894-1317
FAX: (407) 894-8986
TRAFFIC ENGINEER
ARCHITECT
TRAFFIC PLANNING AND DESIGN, INC.
FISHER &ASSOCIATES
535 VERSAILLES DRIVE, SUITE 200
2315 BELLAIRE ROAD
MAITLAND, FLORIDA 32751-7305
CLEARWATER, FL 33674
CONTACT: TURGUT DERVISH, P.E.
PHONE: (727) 443-4436
EMAIL: TURGUT@TPDTRAFFIC.COM
PHONE: (407) 628-9955
BRIGHT HOUSE NETWORK
844 MAGUIRE ROAD
OCOEE, FLORIDA 34761
PHONE: (407) 532-8508/8509/8520
CABLE
BROADWING COMMUNICATION
5915 SOUTH RIO GRANDE AVE., SUITE 200
ORLANDO, FLORIDA 32809
PHONE: (407) 859-7661
FAX: (407) 859-6265
SPRINT
33 NORTH MAIN STREET
WINTER GARDEN, FLORIDA 34787
PHONE: (407) 814-5351
FAX: (407) 814-5320
MCI
69 WEST CONCORED ST.
ORLANDO, FLORIDA 32801
PHONE: (407) 425-6819
FAX: (407) 425-6821
TELEPHONE
BELL SOUTH
1778 PARK AVENUE NORTH, SUITE 200
MAITLAND, FLORIDA 32751
PHONE: (407) 539-2313
CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
CONSULTANTS
CML ENGINEER
DRMP
CONSUL -TECH DEVELOPMENT SERVICES
1505 EAST COLONIAL DRIVE
2828 EDGEWATER DR., SUITE 200
ORLANDO, FLORIDA 32803
ORLANDO, FLORIDA 32804
CONTACT: ABBY A. SCHAEFER
CONTACT: JOEL T. ARNOLD, P.E.
EMAIL: ASCHAEFER@DRMP.COM
.EMAIL: JTARNOLD@CTE.CC
PHONE: (407) 896-0594
PHONE: (407) 649-8334
FAX: (407) 896-4836
FAX: (407) 649-8190
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
DALE &COMPANY
BURCAW GEOTECHNICAL GROUP, INC.
651 NORTH MILLS AVENUE
13620 WRIGHT CIRCLE
ORLANDO, FLORIDA 32803
TAMPA, FLORIDA 33626
CONTACT: RONALD C. DALE, ASLA
PHONE: (813) 818-4606
EMAIL: DALERON@AOL.COM
FAX: (813) 891-6686
PHONE: (407) 894-1317
FAX: (407) 894-8986
TRAFFIC ENGINEER
ARCHITECT
TRAFFIC PLANNING AND DESIGN, INC.
FISHER &ASSOCIATES
535 VERSAILLES DRIVE, SUITE 200
2315 BELLAIRE ROAD
MAITLAND, FLORIDA 32751-7305
CLEARWATER, FL 33674
CONTACT: TURGUT DERVISH, P.E.
PHONE: (727) 443-4436
EMAIL: TURGUT@TPDTRAFFIC.COM
FAX: (727) 531-6653
PHONE: (407) 628-9955
FAX: (407) 628-8855
PRELIMINARY -NOT FOR CONSTRUCTION
0
1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND
RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING
MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN
CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY
PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE
LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN
EXEMPTION.
2. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THE TERMS AND
CONDITIONS OF THAT CERTAIN CITY OF OCOEE/COLBURN DEVELOPMENT
AGREEMENT DATED NOVEMBER 17, 1998 AS RECORDED IN OFFICIAL
RECORDS BOOK 56,93, PAGE 2313 (THE "DEVELOPMENT AGREEMENT').
3. THE DEVELOPER SHALL DESIGN, ENGINEER, PERMIT AND CONSTRUCT
CEXTENDED MAINE STREET" PURSUANT TO APPROVED PLANS AND APPROVED
ONTRACTS AS SET FORTH IN THE DEVELOPMENT AGREEMENT.
4. EXISTING TREES 8 OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH'
TREES LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD
RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE
BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO
INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET
TREES.
5. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED
TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING
PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL
BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS
SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE
ISSUED FOR THOSE LOTS.
6. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING
ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL
SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS
WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO
DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED.
7. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL
BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE
FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO
CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING
CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY
MARKED WITH TREE PROTECTION BARRIERS.
8. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF
ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE
BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE
MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION
SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO
TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE.
9. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL
BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGE AND
SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS
WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM
AROUND EXISTING PROTECTED TREES TO BE PRESERVED.
10. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE
FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES
TO BE PRESERVED.
11. EACH FIRE HYDRANT SHALL BE PAINTED YELLOW IN COLOR AND A
BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE
CENTER OF THE LANE CLOSEST TO EACH HYDRANT.
12. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR
THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION. THE LAND
BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT
OWNERS.
13. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS
SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN
WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED.
o, 14. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS,
3�: LANDSCAPING AND SIDEWALKS ALONG ROADS, AS WELL AS LANDSCAPING
J AROUND RETENTION POND TRACTS AND THE LIFT STATION TRACT SHALL BE
Q COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR
> THOSE CORRESPONDING PHASES.
ry
n
d
Q
0111
V)
Z
0
0
Z
O
U
w
LA
O
U
O
CITY OF OCOEE CONDITIONS OF APPROVAL
15 STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE
INSTALLED BY THE DEVELOPERS PRIOR TO CERTIFICATE OF COMPLETION AT
THE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE
ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO.
95-17.
16. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE
PROPERTY OWNERS ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY
OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING.
17. NONE OF THE EXISTING STREET BRICKS OR CURBING SHALL BE
REMOVED FROM THE EXISTING MAINE STREET RIGHT OF WAY. THE
DEVELOPER SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING
STREET BRICKS AND CURBINGS AS A RESULT OF THE CONSTRUCTION
ACTIVITIES RELATED TO THIS PROJECT. NO CONSTRUCTION ACTIVITY WILL
OCCUR ON OR NEAR BRICK STREET AND CURB.
18. ANY DAMAGE CAUSED TO BLUFORD AVENUE, STATE ROAD 50, EXISTING
MAINE STREET OR THE RELOCATED MAINE STREET AS A RESULT OF THE
CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY
REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS
AT THE OWNER'S SOLE COST AND EXPENSE.
19. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC
STREET EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED
FINAL SUBDIVISION PLAN.
20. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE
PROVIDED PRIOR TO OR AT THE TIME OF PLATTING.
21. 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.
22. ALL UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE AND
INCLUDING ON-SITE EXISTING OVERHEAD WIRES SHALL BE PLACED
UNDERGROUND.
23. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE
WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE.
24. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR
OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS.
25. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO,
DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF
INCORPORATION OF THE PROPERTY OWNER'S ASSOCIATION, AND WARRANTY
DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR
APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY.
26. ACCESS ROADS THROUGH THE PROPERTY ARE PRIVATE ROADS OWNED
AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS OR THE PROPERTY
OWNER'S ASSOCIATION, WITH ACCESS AND UTILITY EASEMENTS GRANTED TO
THE CITY OF OCOEE.
27. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES
AND STRUCTURES, TOGETHER WITH TRACTS - (RETENTION PONDS), WILL BE
OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS
ASSOCIATION.
28. THIS PROJECT SHALL BE DEVELOPED IN AT LEAST 2 PHASES.
29. ALL EXISTING STRUCTURES INCLUDING BUILDINGS, POWER LINES, AERIAL
AND UTILITY FACILITIES) WILL BE REMOVED PRIOR TO OR DURING
CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES.
30. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH
RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORM WATER MANAGEMENT,
ACCESS AND OTHER RELATED SERVICES).
31. PURSUANT TO ORDINANCE 2001-18 ALL SUBDIVISION SIGNAGE MUST
BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT
CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE
CITY COMMISSION.
32. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF ONE ACRE IN SIZE
EXCEPT FOR LOT 1.
33. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 - YEAR
FLOOD ELEVATION BY A MINIMUM OF TWO FOOT.
34. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION
PONDS TO THE PROPERTY OWNERS ASSOCIATION (THE "ASSOCIATION") OR
ANY PROVISION TO THE CONTRARY 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: (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND
APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND
THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE
CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE
ASSOCIATION, (III) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE
ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS
REQUIRED BY THE 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 ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED
MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE
ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS.
35. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE
PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS:
i. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE
ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS
FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL
ALLOWING FOR ADEQUATE MAINTENANCE.
fl. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE
OBLIGATION, TO MAINTAIN/REPAIR THE SWMS AND OBTAIN
REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF
(i) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED, OR
(ii) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF
THE SWMS.
iii. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A
RESPONSIBLE OPERATION /MAINTENANCE ENTITY ACCEPTABLE TO THE
CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS
WITHOUT SUCH APPROVAL, THEN THE CITY MAY CONTINUE TO LEVY AND
COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO
NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION.
iv. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN
GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE.
v. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE
ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO
THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE
SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS
IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND
PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT
INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT
SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE
ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND
WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH
CORRECTIVE ACTION.
vi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER
GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY
THE ASSOCIATION.
vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING
THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT
RECORDED WITH THE AMENDMENT.
36. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION
SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS.
37. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS
PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF
OCOEE CODE.
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.
39. AT THE TIME OF APPROVAL OF A PLAT FOR ALL OF ANY PORTION OF THE PROPERTY,
THE OWNER SHALL DEDICATE AND CONVEY TRACT I AND TRACT 2 (ADDITIONAL ROAD
RIGHT-OF-WAY) TO THE CITY BY WARRANTY DEED, FREE AND CLEAR OF ALL LIENS AND
ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF
THE WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER
SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE
PROPERTY, PROVIDE TO THE CITY A CURRENT ATTORNEY'S OPINION OF TITLE OR A
CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE,
EVIDENCING THAT FEE SIMPLE TITLE TO THE PROPERTY IS FREE AND CLEAR OF ALL
LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE
COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION OF THE
PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNE SOLELY BY THE
OWNER. REAL PROPERTY TAXES ON THE PROPERTY SHALL BE PRORATED AS OF THE
DAY OF THE CITY'S ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE
PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER
SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS
OF SECTION 196.295, FLORIDA STATUTES; PROVIDED, HOWEVER, THAT IF THE
CONVEYANCE OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31, THEN THE OWNER
SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER
THE OWNER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY
SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF
ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF
THE PROPERTY.
40. IF 30% PERVIOUS & 70% IMPERVIOUS OPEN SPACE REQUIREMENT CANNOT BE MET, THE
OPEN SPACE AREAS FOR INDIVIDUAL PARCELS WILL BE REDUCED TO 20% PER ARTICLE VI,
SECTION 6-14(1)vi OF THE LAND DEVELOPMENT CODE. SINCE THE SITE HAS A MASTER
STORM WATER MANAGEMENT PLAN, ALL BUFFER AND LANDSCAPE REQUIREMENTS PER
SECTION 6-14(1)i WILL BE MET, AND A MAX 70% IMPERVIOUS AREA WILL BE MAINTAINED
WITHIN THE ENTIRE PROJECT.
41. PONDS 1 & 2 LOCATED WEST OF BLUFORD AVENUE ARE MERELY CONCEPTUAL
AT THIS TIME.
42. THE FINAL SITE PLANS FOR LOTS 1 AND 2 SHALL PROVIDE FOR CROSS
ACCESS BETWEEN THESE LOTS.
43. A SEPARATE PRELIMINARY/FINAL SUBDIVISION PLAN OR AMENDED PRELIMINARY/FINAL
SUBDIVISION PLAN WILL BE REQUIRED WITH RESPECT TO REMNANT PARCELS A AND B. NO
APPROVALS OR ENTITLEMENTS ARE GRANTED BY THIS PLAN WITH RESPECT TO REMNANT
PARCELS A AND B.
44, WORK SHOWN IN LOTS 1 THROUGH 5, TRACTS 1 THROUGH 8, RELOCATED MAINE STREET
AND POND 3 WILL BE CONSTRUCTED AS A SINGLE PHASE.
45. THE INTERIOR LOT LAYOUTS ARE CONCEPTUAL ONLY AND NO APPROVALS ARE GRANTED
BY THIS PLAN. PRELIMINARY AND FINAL SITE PLAN WILL BE REQUIRED FOR EACH LOT AND
THE LAYOUT WITHIN EACH LOT.
46. AT THE TIME OF PLATTING, A CONSERVAION EASEMENT WILL BE REQUIRED WITH RESPECT
TO TRACT 8.
PRELIMINARY - NOT FOR CONSTRUC"nON
W
Q
0i
W
Wa:
WCL
z
V Z
O Q
JZ
m
-j
0 u-
O O
O
>�
Oco
_
�O
Q
U �
w 0
U
-� z
~ O
LLJ
r
w V
Lli
w
V)
11-1 -.4-
ry r
mW
N
m O
Z
�-
O r7
z O
ry
r-- ca
to d
r)
N �-
J
m
z
I-
W
Q
O
n
Of
in
ry
O
ry
n
w
r
�
00
w
CJ
Lo
O
I=
Lj
J
F-
0
z
0
co
N
U o
Z 00°'00
L- op 0
cf) 1
W orn
0) ..
U zc�oz
>¢�c
it w00o
Ov N
oX o
�_r_
z �� Q
w n
� X000
.�
n. Of rn (1)
O o -t o
J of
wW
w ��"
Li
10 CD
0
W
00
N
01)N
SHEET
2
W
Wa:
WCL
V Z
O Q
JZ
m
-j
0 u-
O O
>�
Oco
_
�O
Q
U �
w 0
U
-� z
~ O
LLJ
r
w V
Lli
V)
11-1 -.4-
ry r
mW
N
m O
Z
�-
O r7
z O
5-:
Z
w
{--
W
m
z
I-
W
Q
O
Of
in
ry
O
ry
n
SHEET
2
m
ui
Z
0
Q
U_
Li
0
W
n
V)
I
V)
W
F_
O
I
Of
W
Z
W
0
W
U
GENERAL CONSTRUCTION NOTES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
ALL PERTINENT DATA FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES IN ACCORDANCE WITH FLORIDA STATUTES 556.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST
REVISIONS AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS SPECIFIED FOR THE PROJECT.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED
SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR
TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES.
IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.
13. BACK FILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LIFTS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACK FILL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AS
DETERMINED BY A.A.S.H.T.O. T-99.
14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
15. CONCRETE REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO A.S.T.M. A615
GRADE OR BETTER.
16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO F.D.O.T. STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW
SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL.
THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS
COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSTRUCTION, REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (F.D.O.T.), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH
THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING
REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PROJECT AND COMMENCING CONSTRUCTION.
23. IRRIGATION SYSTEM SHALL CONSIST OF SPIGOT AND HOSES WITH IRRIGATION HEADS OR
STANDARD COMMERCIAL OUTDOOR SPRINKLERS.
24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
SAFETY NOTES
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY
REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A. IN THE
FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE
OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE
FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE
PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY
THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
4. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
O.S.H.A. IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULATIONS.
WORK IN PUBLIC RIGHTS-OF-WAY
1. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF
F.D.O.T. & LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS.
2. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF F.D.O.T.
& LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS.
3. ALL SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF F.D.O.T.
AND LOCAL REGULATORY AGENCY SPECIFICATIONS AND SUPPLEMENTS.
4. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T.
STANDARD INDEX No. 17352.
5. STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
F.D.O.T. STANDARD INDEX No. 17346.
6. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F.D.O.T. STANDARD INDEX No. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
F.D.O.T. STANDARD INDEX No. 17302.
7. SIGNING AND STRIPING WITHIN F.D.O.T. RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
B. ALL WORK PERFORMED WITHIN THE CITY OF OCOEE
RIGHT-OF-WAY SHALL CONFORM TO:
A. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2004), (aka: STANDARD SPECS).
B. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 1998),
(aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS
REQUIRED.
9. THE MAINTENANCE OF TRAFFIC IS TO BE PER FDOT INDICES No. 600 AND No. 623.
CLEARING AND EROSION CONTROL NOTES
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL FROM THE OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
ANY EXISTING STRUCTURES FROM THE SITE.
B. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY
COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
10. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD,
STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE
TO THE PLANS.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION,
THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON
THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND
EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO
REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWALE, DITCH, ETC..)
INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING
PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE
SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY
THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.
PAVING GRADING AND DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), ARE TO BE
EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER,
OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR
REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE
BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE
WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES.
O
4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT
A PROPOSED JOINTING PATTERN TO THE .OWNER'S ENGINEER FOR APPROVAL.
5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
6. PAVEMENT MARKINGS WITHIN THE PROPERTY BOUNDARY SHALL BE MADE WITH TRAFFIC PAINT
IN ACCORDANCE TO F.D.O.T. STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING
STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. ALL PAVEMENT MARKINGS WITHIN
SR 50, BLUFORD AVE. AND MAINE STREET RIGHT-OF-WAYS SHALL BE IN THERMOPLASTIC
PER FDOT INDEX 17346.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL", F.D.O.T. INDEXES No. 513 AND No. 514.
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C-76)
UNLESS OTHERWISE NOTED ON PLANS.
10. P.V.C. STORM PIPE, 12" AND SMALLER SHALL CONFORM TO A.W.W.A. C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES.
PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE.
12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, 1998, OR LATEST REVISION THEREOF AND
SUPPLEMENTAL SPECIFICATIONS THERETO,
15. UNDERCUTTING AND/OR OVER EXCAVATING THE RETENTION/DETENTION AREAS WILL
NOT BE ALLOWED.
16. ALL STORMWATER DRAINAGE PIPE JOINTS SHALL BE WRAPPED IN A FILTER FABRIC
JACKET AS SHOWN ON SHEET 9.
17. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW
FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING
THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR
SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER
FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.
WATER/SEWER CLEARANCE REQUIREMENTS
UTILITY SEPARATION - VERTICAL CLEARANCE
1. WHERE WATER AND GRAVITY SANITARY SEWER MAINS CROSS WITH LESS
THAN 12 INCHES VERTICAL CLEARANCE, OR THE SANITARY SEWER MAIN IS
ABOVE THE WATER MAIN, THEN THE SANITARY SEWER WILL BE 20 FEET,
CENTERED ON THE POINT OF CROSSING, OF THE WATER MAIN AND
UPGRADED TO WATER MAIN STANDARDS AND PRESSURE TESTED.
2. WHERE WATER MAINS AND STORM SEWER PIPES CROSS WITH LESS THAN 12 INCHES
VERTICAL CLEARANCE, OR THE STORM MAIN IS ABOVE THE WATER MAIN, THEN THE WATER
MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING.
UTILITY SEPARATION - HORIZONTAL SEPARATION
3. WHEN A WATER MAIN PARALLELS A GRAVITY SANITARY SEWER MAIN, A SEPARATION
(MEASURED EDGE TO EDGE) OF AT LEAST TEN FEET SHOULD BE MAINTAINED. WHERE
THIS SEPARATION IS NOT MET, ONE OF THE FOLLOWING MUST OCCUR:
A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED
EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE
TOP OF THE SEWER, ,OR;
B. IF BOTH SANITARY SEWER AND POTABLE WATER MAINS ARE PROPOSED AND
THE ABOVE (A) IS NOT MET, THE SANITARY SEWER PIPES SHALL BE
UPGRADED TO THE EQUIVALENT PIPE MATERIAL AS THE WATER MAIN AND
PRESSURE TESTED.
C. IF THE SANITARY SEWER IS EXISTING AND THE POTABLE WATER MAIN IS
PROPOSED, THE WATER MAIN SHALL, AT A MINIMUM, BE UPGRADED TO
DUCTILE IRON PIPE, CONSTRUCTED IN SEPARATE TRENCHES, LAID AT A
HIGHER ELEVATION THAN THE SANITARY SEWER, AND UTILIZE STAGGERED
JOINTS,
4. WHERE WATER MAINS PARALLEL STORM SEWER PIPES WITH LESS THAN 10 FEET
HORIZONTAL CLEARANCE, THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON
IN THOSE LOCATIONS.
5. SEPARATION REQUIREMENTS OF 10 FEET HORIZONTAL AND 12 INCHES VERTICAL
CLEARANCE BETWEEN FORCE MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED
UNLESS APPROVED IN ADVANCE BY THE DEPARTMENT.
6. WHERE WATER MAINS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN
12 INCHES VERTICAL CLEARANCE OR 3 FEET HORIZONTAL CLEARANCE, THE UNRESTRICTED
ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME
MANNER AS GRAVITY SANITARY SEWER MAINS (SEE A. ABOVE)
7. SEPARATION REQUIREMENTS BETWEEN POTABLE WATER MAINS AND ANY TYPE OF REUSE
MAINS OTHER THAN UNRESTRICTED ACCESS REUSE IS 10 FEET HORIZONTAL AND 12 INCHES
VERTICAL CLEARANCE, WITH MITIGATION ALLOWED WHEN APPROVED IN ADVANCE BY THE
DEPARTMENT.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS
STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (D.E.P). MAY
ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN
ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE
PERFORMED BY THE CONTRACTOR AND TESTED BY THE LOCAL PUBLIC HEALTH UNIT.
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER.
3. A HYDROSTATIC TEST CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE
CONDUCTED ON ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES
AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS
OF A.W.W.A. C600 FOR DUCTILE IRON PIPES AND C605 FOR PVC PIPES.
4. ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEMS SHALL BE DISINFECTED IN
ACCORDANCE WITH A.W.W.A. C651 - DISINFECTING WATER MAINS.
WATER SYSTEM NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
4. DUCTILE IRON PIPE SHALL BE A MINIMUM OF CLASS 50 OR PRESSURE CLASS 250 AND
WILL BE ACCEPTED IN ANY DIAMETER FOR USE WITHIN THE DISTRIBUTION SYSTEM. DUCTILE
IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA C151, AND SHALL BE CEMENT
LINED AND CONFORM TO THE REQUIREMENTS OF ANSI STANDARD C104. FITTINGS FOR DIP
SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA C153/A21.53 OR ANSI/AWWA C110/A21.10
MECHANICAL AND PUSH -ON JOINTS SHALL CONFORM TO ANSI/AWWA C111/A21.11 AND
FLANGED JOINTS SHALL CONFORM TO ANSI/AWWA 115/A21.51.
5. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH A.W.W.A. C-110 WITH A PRESSURE RATING OF 350 P.S.I. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH A.W.W.A. C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH A.W.W.A. C-104.
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS OR HYDRANTS AT THE END
OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER AWWA C901
8. WATER MAIN PIPING LARGER THAN 4" SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
UNLESS OTHERWISE SPECIFIED ON DRAWINGS. ALL WATER MAINS SHALL BE POLYWRAPED
WITH BLUE PLASTIC.
9. ALL FITTINGS 2" AND SMALLER SHALL BE PER CITY OF OCOEE STANDARDS.
10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF A.W.W.A. C509
11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF A.W.W.A. C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND
SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL
POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULATORY AGENCY.
13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY AS -BUILT DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS -BUILT DRAWINGS SHALL
SHOW THE LOCATIONS ON ALL WATER MAINS, VALVES, HYDRANTS, BACKFLOW PREVENTERS,
SIZES & LENGTHS OF WATERLINES, PIPE MATERIAL, AND SERVICES. THE CONTRACTOR SHALL
PROVIDE TEN COPIES OF THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL
GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING
JURISDICTION. TELEVISING AND PIGGING OF SEWERS IF NECESSARY, SHALL BE
IN ACCORDANCE WITH AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE
CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY
AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS
THE CONTRACTOR'S RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 48 INCHES OF COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
P.V.C. PIPE, S.D.R.-26, OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. P.V.C. PIPE SHALL CONFORM TO A.S.T.M. D3034 SPECIFICATIONS. PVC FITTINGS SHALL
CONFORM TO A.S.T.M. D1784 SPECIFICATIONS. INSTALLATION OF .S.D.R.-26 PIPE SHALL
BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. SPECIFICATION
SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL P.V.C. FORCE MAINS SHALL BE DR -25, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 12" - 18" BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "SANITARY SEWER".
7. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
B. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL
SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, ALL INVERT
AND COVER ELEVATIONS, LOCATIONS OF MANHOLE & SIZES, PIPE SIZE, LENGTH AND
TYPE, PIPE SLOPES, AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF
THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER.
RECLAIMED WATER SYSTEM NOTES
1. PVC PIPE: ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA
STANDARD C900, LATEST EDITION.THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO
(DR) OF 18. ALL WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE
FOR LOCATION PURPOSES. SEE STANDARD DETAILS. IN ADDITION, ALL PVC WATER MAINS SHALL BE ULTRAVIOLET LIGHT STABILIZED SOLID PANTONE PURPLE
522c COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE
FOR THE INTENDED USE.
PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR THE TYPE OF PIPE USED AND APPLICABLE
AWWA STANDARDS, SUCH AS C600 AND C605, UNLESS OTHERWISE STATED IN THESE SPECIFICATIONS.
RECLAIMED WATER MAINS THAT ARE INSTALLED ADJACENT TO WATER MAINS SHALL MEET THE HORIZONTAL AND VERTICAL SEPARATIONS SPECIFIED BELOW.
2. HORIZONTAL SEPARATION: NORMAL CONDITIONS: RECLAIMED WATER MAINS SHALL BE LOCATED AT LEAST 3 FEET HORIZONTALLY FROM FORCE MAINS AND
WATER MAINS; THE DISTANCE SHALL BE MEASURED FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR FIVE (5') FEET HORIZONTALLY FROM
CENTER -LINE TO CENTER -LINE OF PIPE (WHICHEVER HAS THE GREATEST CLEARANCE).
3. VERTICAL SEPARATION:
NORMAL CONDITIONS: RECLAIMED WATER MAINS SHALL BE INSTALLED TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM
OF THE RECLAIMED WATER MAIN AND THE TOP OF THE FORCE MAIN.
UNUSUAL CONDITIONS: WHEN CONSTRUCTION CONDITIONS PREVENT A VERTICAL SEPARATION OF 18 INCHES AS DESCRIBED ABOVE, THE RECLAIMED
WATER MAIN SHALL BE CONSTRUCTED OF EITHER DUCTILE IRON PIPE WITH PUSH -ON OR MECHANICAL JOINTS OR DR14.
4. CROSSING OF RECLAIMED WATER MAINS AND WATER MAINS:
A. POTABLE WATER MAINS SHALL BE ABOVE RECLAIMED WATER MAINS WHENEVER THEY CROSS.
B. A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND THE RECLAIMED WATER MAIN.
C. ADEQUATE STRUCTURAL SUPPORT FOR BOTH THE RECLAIMED WATER MAIN AND WATER MAIN SHALL BE PROVIDED TO PREVENT EXCESSIVE DEFLECTION OF
JOINTS AND SETTLING.
D. WHEN THE VERTICAL SEPARATION CANNOT BE ACHIEVED, RECLAIMED WATER MAINS SHALL BE CONSTRUCTED OF EITHER DUCTILE IRON PIPE OR DR 14.
THE LENGTH OF PVC OR DUCTILE IRON PIPE SHALL BE A MINIMUM OF 20 FEET AND CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL
BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN.
5. HYDROSTATIC TESTS:
A. GENERAL:
1. HYDROSTATIC TESTS SHALL CONSIST OF PRESSURE TEST AND LEAKAGE TEST. HYDROSTATIC TESTS SHALL BE CONDUCTED ON ALL NEWLY INSTALLED
PRESSURE PIPES, JOINTS AND VALVES INCLUDING ALL SERVICE LINES TO THE CURB STOPS. AIR TESTING OF PRESSURE PIPES WILL NOT BE PERMITTED
UNDER ANY CIRCUMSTANCE. TESTS MAY BE MADE ON SECTIONS NOT EXCEEDING 2,000 FEET. CONTRACTOR SHALL FURNISH ALL NECESSARY
EQUIPMENT AND MATERIAL, MAKE ALL TAPS, AND FURNISH ALL CLOSURE PIECES IN THE PIPE AS REQUIRED. EQUIPMENT TO BE FURNISHED BY THE
CONTRACTOR SHALL INCLUDE GRADUATED CONTAINERS, PRESSURE GAUGES, HYDRAULIC FORCE PUMPS, AND SUITABLE HOSES AND PIPING. THE CITY WILL
MONITOR AND APPROVE A SATISFACTORY TEST.
2. THE CONTRACTOR MAY CONDUCT HYDROSTATIC TESTS AFTER THE TRENCH HAS BEEN PARTIALLY BACKFILLED WITH THE JOINTS LEFT EXPOSED FOR
INSPECTION FOR HIS INFORMATIONAL PURPOSES ONLY. THE HYDROSTATIC TESTS FOR ACCEPTANCE SHALL ONLY BE CONDUCTED AFTER THE TRENCHES HAVE
BEEN COMPLETELY BACKFILLED AND COMPACTED AS SPECIFIED.
3. ALL PIPE SECTIONS TO BE PRESSURE TESTED SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSI. THE DURATION OF EACH PRESSURE
TEST SHALL BE FOR A PERIOD OF 2 HOURS. IF DURING THE TEST, THE INTEGRITY OF THE TESTED LINE IS IN QUESTION, THE CITY MAY REQUIRE A
6 -HOUR PRESSURE TEST. THE BASIC PROVISIONS OF AWWA C-600 SHALL BE APPLICABLE.
B. PROCEDURE FOR PRESSURE TEST: EACH SECTION OF PIPE TO BE TESTED, AS DETERMINED BY THE CITY, SHALL BE SLOWLY FILLED WITH WATER AND
THE SPECIFIED TEST PRESSURE SHALL BE APPLIED BY MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. BEFORE APPLYING
THE SPECIFIED TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE PIPE. TO ACCOMPLISH THIS, TAPS SHALL BE MADE, AND APPROPRIATE VALVES
INSTALLED TO ENSURE BLEEDING OF ALL AIR FROM THE MAIN. IF DEFECTIVE PIPES, FITTINGS, VALVES, OR HYDRANTS ARE DISCOVERED IN CONSEQUENCE
OF THIS PRESSURE TEST, ALL SUCH ITEMS SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR WITH SOUND MATERIAL AND THE TEST SHALL BE
REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. PROVISIONS OF AWWA C600, WHERE APPLICABLE, SHALL APPLY.
C. PROCEDURE FOR LEAKAGE TEST:
1. AFTER COMPLETION OF THE PRESSURE TEST, A LEAKAGE TEST SHALL BE CONDUCTED TO DETERMINE THE QUANTITY OF WATER LOST BY LEAKAGE
UNDER THE SPECIFIED TEST PRESSURE. APPLICABLE PROVISIONS OF AWWA C600 SHALL APPLY.
2. ALLOWABLE LEAKAGE IN GALLONS PER HOUR FOR PIPELINE SHALL NOT BE GREATER THAN THAT DETERMINED BY THE FORMULA:
L = SD (P)"'
133,200
NOTE: L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR.
S = LENGTH OF PIPE TESTED, IN FEET.
D = NOMINAL DIAMETER OF THE PIPE IN INCHES.
P = AVERAGE TEST PRESSURE DURING LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE.
3. LEAKAGE IS DEFINED AS THE QUANTITY OF WATER TO BE SUPPLIED IN THE NEWLY INSTALLED PIPE OR ANY VALVED SECTION UNDER TEST, WHICH IS
NECESSARY TO MAINTAIN THE SPECIFIED LEAKAGE TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR EXPELLED. SHOULD ANY
TEST OF PIPE INSTALLED DISCLOSE LEAKAGE GREATER THAN THAT ALLOWED, CONTRACTOR SHALL LOCATE AND REPLACE OR REPAIR THE DEFECTIVE JOINTS,
PIPE OR VALVE UNTIL THE LEAKAGE FROM SUBSEQUENT TESTING IS WITHIN THE SPECIFIED ALLOWANCE.
6. FLUSHING: SECTIONS OF PIPE SHALL BE FLUSHED (FULL DIAMETER) TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME
LODGED IN THE PIPE. A BLOW -OFF VALVE SHALL BE PROVIDED LARGE ENOUGH TO DEVELOP A VELOCITY OF AT LEAST 2.5 FEET PER SECOND IN THE
MAIN. THE CONTRACTOR AS A PART OF THE CONSTRUCTION OF RECLAIMED WATER MAINS SHALL PROVIDE FOR ALL TAPS REQUIRED FOR FLUSHING OR FOR
THE RELEASE OF AIR. AFTER FLUSHING, ALL SUCH TAPS SHALL BE SEALED TO THE SATISFACTION OF THE CITY.
7. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139.
8. RESILIENT SEAT GATE VALVES:
ALL GATE VALVES SHALL BE RESILIENT SEAT GATE VALVES. SUCH VALVES SHALL BE RESILIENT SEATED, MANUFACTURED TO MEET OR EXCEED THE
REQUIREMENTS OF AWWA C509 AND/OR C515, LATEST REVISION, AND IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. VALVES SHALL HAVE AN
UNOBSTRUCTED WATERWAY EQUAL TO OR GREATER THAN THE FULL NOMINAL INSIDE DIAMETER OF THE PIPE.
PRELIMINARY - NOT FOR CONSTRUCTION
9
FL:
Z
W
I
0
WZ
w �' O
WZ O�
0Z Z <
Jm QV
Iw a: U-
> w0
WQ WEL
=J (5cl)
W0
Q Wf_Z
LUQ
0Lli ~
3 W
Ld
r _
11 (n
�
..O
't
O
W H
co
U
O
N
n
Z
4
09
Z E0cm �
J -
z
N
0Q-
O
0
�0) 0)
4 J,
W orn..
U zwz
r
5-
cn
-a
>r,irc
W;
W
m0oo
W 15
OvN
0
W
z
CA O X•iO
�-LLJ
W
t
Z ,4. Q
�
0
W U)M
O
2�00o
n
0
I°'
Z
po(Do
CO U
J
Of
r
c0
lO -f-
n cV -
J
w
O0
0
w
01)N
n
00
N
Lu
0
V)
_j
un
Of
z
"
co
E _
<
i�
to
O
®
:*
O
r*_
�
=
cc
W
3�:
m:
0.
0
J
F.-
0
Z
FL:
Z
W
I
0
WZ
w �' O
WZ O�
0Z Z <
Jm QV
Iw a: U-
> w0
WQ WEL
=J (5cl)
W0
Q Wf_Z
LUQ
0Lli ~
3 W
Ld
r _
11 (n
�
..O
't
O
W H
co
U
O
N
n
W r
4
09
Z E0cm �
J -
z
N
0Q-
0
�0) 0)
4 J,
W orn..
U zwz
r
5-
W
-a
>r,irc
W;
W
m0oo
W 15
OvN
0
W
z
CA O X•iO
�-LLJ
V
t
Z ,4. Q
�
0
W U)M
O
2�00o
n
0
I°'
Z
po(Do
CO U
J
W w�:�
�0 i
3
W 3:vU
w
O0
0
w
01)N
00
N
FL:
Z
W
I
0
WZ
w �' O
WZ O�
0Z Z <
Jm QV
Iw a: U-
> w0
WQ WEL
=J (5cl)
W0
Q Wf_Z
LUQ
0Lli ~
3 W
Ld
r _
11 (n
�
..O
m
W H
U
O
W r
W
m
z
N
O
0
Z O
5-
W
m
0
W
z
0
W
W
3:
�
0
n
0
11
SHEET
3
m
37
_0
n
z
0
m
D
U)
ry
z
Lli
ry
n
ry
LLJ
0
Z
n
Z
O_
V)
M
m
U)
ry
Q
Z_
J
W
ry
n
Z
n
Z
O_
U)
m
U)
ry
Q
Z_
J
W
ry
n
n
Lli
CD
Z_
Q
ry
r)
r')
Z
(.D
Z_
Cy
U
Z_
n
42" ORNAMENTAL
FENCE
10'
10' LANDSCAPE
LANDSCAPE BUFFER
BUFFER VARIES -CONTROL
STRUCTURE
MU TRACT 3 RETENTION POND = 123.38 25 YR. -96 HR,}
TOP 'OF = 124.45 100 YR.- 24 R.)
RETAININGTOP
WEIR @ MWL TRACT 4&5 RETENTION POND 123.41 25 YR. -96 HR.)
TOW - 124.50 100 YR.- 24 R.)
-••-.._.._......._rl\\��\/ `/// MWL/\//\/ MWL TRACT 6 RETENTION POND _ 124.00 100 YR.9624RHR.)
� MWL--------------------------------
----------\\ \
= a \�// /��! w 3"0 PVC W/TEE
MODULAR j�// /,/ o
\\/ d CONCRETE UNITS \\j/
(DECORATIVE BLOCK WALL a �\jj REMOVABLE CAP
�j OR WALL FINISH)
n \\ d
- ... j o
SHWT TRACT 3 RETENTION POND = 119.50 /\/ o
SHWT TRACT 4&5 RETENTION POND = 120.00
INLET SHWT TRACT 6 RETENTION POND = 118.00 ///\�// OVERFLOW PIPE
° -----�SHWT
------------------
------------------- - : \\\
a - -•�-��•-�-- ; GEOGRID � a
NWL TRACT 3 RETENTION POND = 119.00 d REINFORCEMENT
NWL TRACT 4&5 RETENTION POND = 119.00 a ,
NWL TRACT 6 RETENTION POND = 117.00
°.. -----jZNWL -------
= 4 THICK
CONCRETE PAD
\�
/%/ DETAI L-A DETAIL — A
2\/j\/j\/%\/%\/%\/%//��\//\\//\\/ 3 0 R I :'ICE N.T.S.
.\/ \,\\ \\ \\ \\/\\/\ f i , \/\/ OUTLET
BOTTOM OF �i,.i.ice�\\//\\// :. ''.. �. \/�\\! CONTROL ELEV.
POND /�;�\\//\\//\\//\\//\\;:�`//�'�
ORIFICE INVERT ELEVATIONS
TRACT 3 RETENTION POND = 119.00
TRACT 4&5 RETENTION POND = 119.00
TYPICAL TRACTED RETENTION POND CROSS SECTION TRACT 6 RETENTION POND = 118.00
N.T.S.
3:1
10'
LANDSCAPE
BUFFER_
y SOD
Ui
J
I�-
W
W
U
Q
z
ry
z
Q
U
z
ry
U
C
z
Q
m
NATURAL
GROUND
2' CURB & GUTTER
TYPE F
2.0%
q
PAVEMENT
JrTYPE D CURB TYPE D CURB
gm
\-48 LF - 12"X18" ELLIPTICAL
D -
q
PAVEMENT
„ 12' 12'
TYPE D CURB
TYPE D CURB
17
TYP. 1 % TYP.
r
TYPICAL INTERNAL ROADWAY SECTION
N.T.S.
70'
12'
LANDSCAPE
SOD
M.E.S.
8" 10'
LANDSCAPE
BUFFER
6' I
—CONC
SIDEWALK
/- SOD;
'2.0%
24'
2-1/2" TYPE S III
ASPHALTIC CONC,
2.0%
X77"7
`G-16" STANDARD
CONCRETE MEDIAN
CURB (TYPE D)
TYPICAL RELOCATED MAINE STREET SECTION
N.T.S.
mg.
2'
13'
(TYP) 8'
NATURAL
GROUND
2.0% I
CONC
SIDEWALK
— 2' CURB & GUTTER
TYPE F
10' WIDE BERM
Overlap 2' Mi
Joint
ti
ELLIPTICAL PIPE SHOWN
ISOMETRIC VIEW
Varies
Joint
Woven Or Non -Woven
12" 12 Filter Fabric
Min. Min. Type D-3
(See Index 199)
9NSecuring Device
ELLIPTICAL PIPE
Joint Varies
12" 12" Woven Or Non -Woven
Filter Fabric
Min. Min.
Securing Device
ROUND PIPE
PIPE SECTIONS
Cost of filter fabric jacket to be included in cost of pipe culverts.
FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN
FILTER FABRIC JACKET
#7 BAR VERT IN FILLED CELL ® '
#7 BAR IN FILLED CELL
ADJACENT TO PIPE
VARIES
(SEE PLAN)
6" HOOK
W/ CONL;NLIL lMAILrI UV1U 1r11ur\1Nc)0)
FILLED CELL
F0 PIPE
R HORZ
0—
z
00
ER
RWGS
�R HORZ
J., ohs\ .N FILLED CELL 16" O.C.
INFLOW AND OUTFLOW PIPE SEALS AT PONDS WITH RETAINING WALLS
N.T.S.
ELEV. 122 I MWL POND 3 (RELOCATED MAINE STREET) = 120.50 (25 YR. -96 HR.)
=-120.91 (100 YR.- 24 HR.)
- MWL
1 6.00 NWL TRACT 6 RETENTION POND = 11
—.—.. -- -SZNWL-----------------------------------------------
\ N
/\ EL. =1 14.00
2 co i 2
VARIES
(SEE PLAN)
TYPICAL POND 3 CROSS SECTION X — X
(CONTROL STRUCTURE NOT SHOWN)
N.T.S.
10' WIDE BERM
ELEV. 122
------------
5
U)
1-
z
.10
cii
z
O
ry
r- co
to t
n
N •-
J
0
w
V
ry
z
I-
0
z
1-
z
w
J
U
Z U)
W QJ
w
Q
z ZW
J m 0
!W a:W
>V -0Q
= J (3 z
I- Z
Q 6iQ�
H
ULLJ
~
O w
11 (/)
0 Or,
U W I-
W r- W
N m N z
N O
z O 5- W
H m F-
W z W
W O Q O
Q Iy r
D IZ D m
SHEET
PRELIMINARY — NOT FOR CONSTRUCTION
c
0
m
_03:
C:
0
F_
2;1
=
4--
D
-
I_
I'd -
<
wz w
0
" I \ .",
�::/
. I
X �,, \
LEGEND:
"'��
: :
I
,WATER
\ I "-- \ --,,, -1i i-
,��I I I I I I `,t"�.-Z'! !
, I
I I / 1, vvv
amom IINMIJ- METER WITH DOUBLE CHECK
BOUNDARY BACKFLOW PREVENTION DEVICE
:
I !
I
1 I
, ,,,
\\ I i
!
'11� i
, I - �
\ " .
, I t,
N k, - J-7:
11 \ I
11 \1 \ \ �-jrl
____ 0 SANITARY MANHOLE
i ;
; ;
I
�
4 : I
:
. I
. i : i I
-;-N
I \ , t v
I ))
\ I . .
1 - � '� -..-,
, ..
I
\ \
\
FM— 12" FORCE MAIN a
. - "....... 0 SANITARY CLEANOUT
- co:
.........,
......., Ty
50' UT EASEMENT
:
:
I
i .
I
: I
A ,
/A
�,'>'__
\ 'I'll I \
, " 11 \ \
\ -,
I
1: .... :
,, .... ,
-
__ FIRE HYDRANT ASSEMBLY
LEr.
U-000
CO I 0)
E�
I'll ;
, \
"�., , -I" \
\ (I �f \11 \1 "'N 1�
IN \
\ I \
. — — — EXISTING EASEMENT
I 1._�_)'. . 2" WATER LINE BLOW OFF ASSEMBLY
.
.... KEY MAP _wm— 2" 130
-.11: EXISTING WATER MAIN
: : :
I
I
I .
I �
, \
11 I 'I'll
\1 \\\ \
. r..
...71q. IV FIRE DEPARTMENT CONNECTION (FDC)
-_
: : : . :
; I
. :
11 I
,
\
\
\ \ \
\ \ \
:�..rl f - . ::. son— EXISTING SANITARY SEWER LINE
�--
.. ,..,. M ..*,.,.
:
: I
% 11 I
I
I \ \
\ \ \ I
\ \
T1.-C.,_P,_�
****
***
/ , L., .. . L_.�. —fm— EXISTING SANITARY FORCE MAIN BACKFLOW PREVENTION ASSEMBLY
'**
***
***
*'**'**
\ '61 if .. ***
�
:
�
: . I
I I .
q 11
\
\ \ \
\ \11 N \
\
***
� '---. . - ***
...... POS POINT OF SERVICE
, tfl
\ , ... ....... —WM— WATER LINE
:
I I
:
.
I I
i
I-
Ld
Ld
I \ \\ \ \
I \ \ \
11 \ \ \
, \ \ \
I \ ...... - \ \
- \
11 "I N \ \
I -,- 11 N .
, -\
,\ -H < '.....
. �.�,
N I- ..... — LF LINEAR FEET
�,\ .: I-_ 0 ....... LAKE SAN— SANITARY SEWER LINE
Ir : ...
: ....
,....
\ , I'L,-.1
.,*-
, -11.1 .. : - ... BENNET
. / : : I . ... .. ... ... --";;;,:;:�,���,:�,-�;::,,�--,,� .1 I .
\ .. RW TSV TAPPING SLEEVE & VALVE
...
! z
z :
. : I
;
I
I
I I
La
§ .. ,-, \
- `:\\ , \ \11 \
11 -, 11 N \
/'_:,","
\ \ / , - ,," ,,, .1. Li — RECLAIMED WATER LINE
\ ( I --r4l.
�\,
; :
i I
: : I
0 m
, . N, \ \ \
11 " / / - ,-,\ \`\
I // N \ \N, \ 11 \ \
I I
% " I .- . \
f I , \,-,.--- \ \ \
. : 2
It I \ \ \ \ 11 \
. . \ \ -
N,
...,
I V. Z) mmw.::::8$mw.::::8mm (TYP) TYPICAL
\ \ �',l I," 111""11, fi�� STORM SEWER LINE
\ " CD 1\
� 1. .
\ , ,,, \ .
\ ,
, - -r. .
\ � " ., . <
\ 1, ON :i
:
I ;
: I
I
.111"
11
N, \ � \
/ 11 \ \ \
Vo \ \ \ \
\
11 : : : : ; \ _�,�\,�\ \
.... : �
\ "N \
: : : : : _.___1,_,x. \ \ -�
; : : : : \ \ \
:-�r
\ ."...."", ",--, GV GATE VALVE
\ \ \\ ( "".11 _', ,-:?_�,", - -,
\ . " � . ml
\ \ \ � . I N EXISTING WATER METER
\ " _4
\ \ \ \ %N i�_
_'1__1 ., I90* ELBOW
\ � -,,,, ,,,, I . . 11
ISTATE
'N \ N. N. -1 " ', "'-- 1.�:f w EXISTING CATCH BASIN
\ " - -
\\ \\ - �4,\
( ,,.�,,,�,,,,:-,,, "", ,,�
. .
:
i .
:
i I
I
I !
I . : : I
11
: : : : : \ , , \
: : : : : \1 ,\ \
�
\ �
11 'N, \ \ \
"
\ I \ \ 'N �..�
\ - -,L TEE
, " ,
V\. \ \ \ '. " .T 1__ I
6
\ \ ,\
'I-- ;<�,\
z
!
ILLI
,
\ 0 %.
11 . . \'�- _ \ \
11 \ \ N, 'k, 1V \ \ \
14 'N \ \ \ \ \
'N"`\`'\.`
\ \ \\ \ .", I ,-,.,. . :. A EXISTING WATER VALVE
", ,., I .. GRAPHIC SCALE
\ , . '- I -1f.-'. �
\ \ \ 'N \, '. \ /"",,-, , ,',- " � ,.,. _. . S-1 SANITARY SEWER MANHOLE # I !
\ 1� , , :: ,.".� , , :
. , , - I,--,' .. I .
\ \ \ \ 'N' \ SCALE: NTS
\�_,
I
:
: 1
L,
0 g
0
, \
; \ \ , .�:
'N \ \ \ \ \ \ \ \ .*'�",-,-","�-,-"".--:;.;,--'-,,, --,, --. '.., 8 EXISTING WATER MAIN MANHOLE 50
11 \ \ \ NAN \ 'N \ ,\ ,\ ,,,,., I SADDLE SERVICE CONNECTION 0
\ \ \ .\\ . . -
11 \ \ %\ \ \ \ \ \ \ ,. NN \ / J-4.
, \ . ", ,-.-,., I- "'I.-, "'-1'1','.,--,,
11 \ I'll, \, \ NN, ,
1 , \ \ ,r -I C 0-D EXISTING WOODEN POWER POLE WL WATER LINE
',�- \' ,,,.,, ,,"',,�,
\ N
1 00 I :
: I
LJ
11 \ 0. �
\x \ \ \ \
, \
: : : : : . \
\ ... : : \ \ \
: : : : : \
\\ \
\
\ \ \ \\\\ ,
\ \ 'N \ \\\ , -
"
,\,\\ /".""" I :, - 'r ... ..
--.,,,'- ...
. \ N, \ ,
'N \ \ N. N, ,,, N, - 'N N, >,',-,--,'--,� . I -0- EXISTING UTILITY POLE FL FIRE LINE
CO
N
orf
0-
\
: : : : : t \
\ \
\ \ \ '\ \ 'N
, \ , \ \
li�), \ \N, \ 'Ilk \
\
, �', , :
\ 'N \, '..
\ - """ , .1 �--..
\ \ \ .), \ \ \N, 'N 1, ..",�,"-, -, ,--,,,---I' •-,,,-,", ! ..
\ \ \ \ - NN \ i ," ,,,,,,',-,,,,,-,,, -', " , ", ..... DIP DUCTILE IRON PIPE wm WATER MAIN ( IN
,�, � "" " " I I—
\ \ . N, \ \ \ \ \,_:��
'N V N, NN
I :
FEET )
I
NN NN 'N \ \
\ , �
\ \ \ \ , N, \ 0 \ 'N N, v ,,�� '.
" " " . , , .
-)
, ---.",,
I I
I
\\•\
N, 'N \ �\ \ \ \
\, N, \
\ .\ \ \
: \\\\ �\ N, \
I \
I
"'D �... ..
\ \ \ \ \ \ .\ -�\ �_,-, , '. : 1 inch
... /
\ "N NN \ ,.,,,--" . UTILITY LINE CROSSING
\ " "--,,',,-,,,-_,'
�,\ C . \ \\\ \ _\-'/,� \ \ %' -\\.�*"N '-_��,'_,�,," "-�," �6�,,",,"',, ",,- '. . p-.1-1 . %�,
,(A ,---,,, , -,, " NOTE:
N .. \1 , I.--
\ \\,,N,s�-,,�-��,��-, .,., -,,, ';�,
\ \ \ 0 \,� _ '___1'__1'11-_1"", "'�,
NN ,N � \ \ ,��-,,-,,�� --, , " T,
', 'N \�\.\K '' ,., ,�, GATE VALVE
= 50 ft.
I I
I
I I
I \ , . . .
�p �, , .. . 04
I t�, \ �', �, \ N, I , , ,
: \\\\\.\\ Z, ,,, , , ", , �, .
\ \ 00 \ ,x \ \ IN N, X.\\NN ,:-,��-,,��, ,,-, �', ," , " " 3-1 . 1. UTILITY & FIRE LINES SUBJECT
.
. \ , , . . \ N, \ NN -\ 'N ,N \ %�\ _,�. 11:11��, ��_, 1".
11 \ , \,\ \ \ , - \ ",::��, - ,�,,,,, 1,5 *",,�,-, ";?&", ,'� , ,,,�.,
'N \ \ C da� \ \ N\�,,N,,N\ . ", "" ""'L ,,,, "", " .�'- I...
NN \ \ \ - \ \ \ " ',� 1�1-.�\ - � ..'� mi._- :ER
'N'
. : :
;
: : : �
: :
. : I
. z : I
N, \ \ N, \
\ \ \ 1, , "�:, "_ �
\X\-�, , ", " ' I" ,., .
'N ,.,- 1\ \ . N, N, \ -�, N, 'N \ "'�", I" -
R\_1 \ -,--,.,, T-, -
: I
:. I
:
I ;
0
-
. 1. \ N, 'N11��',
1: : ; : : \
: ; : : : N, `,\ N, N,
:: : : : : \- � \
.
I-I--/--
\ N,
"
.--,,. ".",,--,,,
i\ , \ -�j \ \
\1 .. ,,�.��-, ---, --,, ---, --,, � . -1-1 1.
0, *' �, " � _...
�11 \ \ \ \ \ \ \ \ 'N ",
, 1\ \� ,\\"<q ,-,�',��-',,, '-� ,-., '�, '-, -,, -, -11 . I"!
�,,__ , \ N. - \ 'N - 11 -11 - - -1 T
"N '"\ \ \ ,,N\ \ N 11"', .ff..
"�\,N�'\x -,�,:,"'.)" I -1-1, T.
15)
.
�
: .
I / I i
. :
I .
I
I
\ \
.. . . . . \ \ \ I .
- \ .
. .
1.1 \ N, 'N \
\ . N, N, �',_, .
NN \ ,,�S,? t ,,, 1, 'I, 11, "'. , t
I \ L\ , . ,
\ \ � \ ��, , -, 11� 11,
',-, ,.,, ", .. -
. : �
. ,�,,,,":", �., 1, ", 1, 1, -7n
� Z)\ \ 0 \ \ , .
\ \1 I \ 11 ', 'N 1�1. � ":,�,, , , 1, 'I, ", " 1, -
"k, N, \ ,�, , , ,- I :
-,--- ----- -
\ 1,
\ N, \ x N, 'N \ N, N, IN.,,N."\. - P -T-4
;/
...... —1
--- - I .........
t , .
- .1 ...... I .......... _
,_ i .. ...
.... . . .
I
\'��
\ . \ \ 3,,��,
; : : : : \ \ N, \ \ N, \ . ,
. : : : : N \ ', � NN N, \ \ �\\ ,\ - -, --.,, --, .--- --, _��,_,,_,-, .
�. : : : ; \ \ \ \�\'C� , - \ \ 'N \� *:�-, ,�, ... r
. �"--' , " .
1 : : : : 'N ��, 4 11 :
. . . \\ \,\, '\�� ,,,,�-"-:,-, '-, -, ', -11 , , � . .
I \ \ - . . . " 1, " 1, ,-..-,,=-
I 1, I.,
n \ \ I I I ,��
\ _v, \ \
I
i:��
. .. . .
. I 1 I\;\\\-
I i � "I j 1
'� "-
, \ \ , ,
,��, 'I,
, ,
1, ,
. , I "
\ �, \ , ," : -,- - _', - _
-, -
,\ L - ,
,N. \ ,, _� -,,,' ':,-,: -
'N % \ \ ;-\, \ \ \ \ . "-',�-,,�,-,,-, "-, ----,- _"".,-",&--�_,_,,
'N \ \ \ \ \N�Z\\ ',�',,
. -k \ \
11� " I."
..--.----.� ... . .... - ---I-
1z,
, - . I .
NN: : :
I
: -_....-
i
. . .
I
I I IN
t, , i
I I
.
1, \\ \\. , . �
.. ,
� N i
,.,/ �// ,,,
, .
\ " I . . . ........................................... ........... _" /
,
\ � &;\ \ \ \ .
�� . ,
'. \ \ \'N \ \ \ \ \ \ ."\N"�N. .."
,
- \
,J\.,. \
% \ \ \�N,,,N\,,, \ %\ \ � \."�.\\ .�.�5 1:.E.._,
- ... .,.i - ,-,,
\ \ \ \ 'N \ :: "
\ .",
;i�`N�,
, ,
: ;
:.
N
_.� ,
11 I -"**********"*"",""","",**** I'll, .... ..... ******** .................. *'*** ................... - ....
N \ ,\ "- ,
i _� .1 ........... .
\. - -
i .. -, .
.1 - ___ ................................ I ........................ . ... � ........................................
T
N, - , " ,
\ -1 "I 1,
N. \ NN �1--, , I
- --,
, , ,\ - .� � ,
. \ I . 'N \ N, �\�"\ .., ,:_-,::� .-_", � ,
'N 11 _-::�:._:r-iEL� _-, , % � I , I .
\ I \N \\ \ , I , , , , ,
I \ \ ,'� \ " ,
, -- �,:::::�5�:�__
1_-�_ .1"I" - -- -
\ - . I
,_
, �\ \ \, 'N \ \ \ � \. \ '�.',-,N, _., �' ... ............ -, � .. I I I % I
\ ,,';--.-,,-,,- _."
\ \ '\ i ,
__ � . . I
, ".,, \1 .
- I
" .1 \
��-. N I \ I
.
!
.:
I
.
; _,",,
................... . .................... ..... .............. ................. ** .................
- ,,_.. ... ,..
.. ------. ...- �
�*' "
_
................... . ... ___ ......... I . ........... .."I", ...................... � ... ...
, I _ _:._ .., : : : : :
..". % \ \ ,��,\<NN, 111��-i
\ \ I N, , _',
_� ,
I \ � N, \ "' -, , ----,-..,I tin-_.--........... - - - ------- . ...... _. � : : : : :
\ \� � \ ,�-\\ "';,-,,-�- `,--':':,_ ................
\, . . __
\ N, \ \ .
-, \ \ ,\ '..
�41 . \ � N, \ \ N, ,5-
,
\ \ ,
" - - _ , .
\ \ --..� \ N, \ .N. . 'N N. \ :._._:� � ....
NN \ \ \ \� - ___ - -...- -
\ 1\ : : : : : :
,� ,,., ... . .. -'.. . ..... -, 18----. I 1',,"
- -
\ \ 11�11 .\ . \ N, \ '. - -, --*' - - -, " : : : : :
/�\ \ �, - : : : : :
i 9
\
. ..
.�, , " .
.• .
." ,
", :
I :
11 I,", .!
''L \1 -, :
, ;
I .
\
:
: 1i
:
: :
: I I
:
\
\
� �
. .- .. - ----- _ .
. , L 1."', 11", - - ... I
-, .. -..-..-"., -,-,
", .-.--.--:--::-.
\ v, 'N \ ,�\� \ \ \ *\ \ NN
v x -.--,,,-,- --:'- ---:,,,, 7,!", �,�:-':.- -" __
'N. \
,\\ ,\ NN \ \ �\ _1 - --- -,,
- ,
\%\\,\ \ \ \ \ , :,, ,,--,,, -:: --.----.- 1* ;
, � .. ...... .
-I -------- - --
- _*- - - _,_,_..._-/
\ --__1 ".,:::
I ,
: L'% ' \ " :
:
-
\1 .
N, \
:
: � �
� ",""', I. -,
% \ , . j 11
.,,---,-,--
V. . \�N\ �, - " -"- __ "
-
'N N, 11 \ \ , . ..........
\ ,��-, \ \ . ., 11.11 _,,,-.�.,:,',,,?)� -------7 - - - ------ _
'N . I \1 � - \ \ \ I., 11 - - -----" I __.___.____11_- -�� ./
0� -----,,..- -_-,_,/�/
:
'i
*k 11
: . 11
"k, , : I
:
t I
\ '. \
. .
: � �
!
V \ \ \\�. \ , ,* -""----"-:"-----,-",-",--,-,--,
\\ _..", ", ,,, 111- -
I \ \ .,----',.,-`,-,.,.,
, \ \ . I \ \ \ ...... "" I",
. .-"- ,.,--
\ \ X'11\1, \
\�\\-, ,
. ::. 1 1 I
... �
_ ,
. .
I I
\
\ .
?
,
_ _;�7
-, _Z�_' , -
.�\\ - - _xftw.,1��_-m,,,_.3ft7x
\ 1� `�r
*
IN', - NN
N,
\ , .
. \
\
\ \ .. NN
N, .
\N
I � �
: i
\ \
�\ . " --,, � �
.� ZZ �___,._ .
,\L " -, \ - - -
, v .,�\ \ \ N& \ __ - ��,�� �'�,_- _:�.:�. .
\ 'N, NZ, _-Z � �___ -
\ N��,, \ & \ . __15_",'�� zz�-�_j�-�� �_ ZMME-E.-
. \ N& mmm
. " \ "�_�01_50_ -,�.t��-:E:-:t�.�.
\
I: I
,-� I
i��. i
1. . .
:
: ;
% : I
\ \ NN 'N. \ .
\ N, �\%�,.,
. ,-
. \ ,N \'
\ \ N, ._��,
..
\ \ \"
,\ \ .�
'\ I .
X \ ,
\\ \ ,, '�\
\
: I
i
�
:
! � �
i
:_�
. \V,__�__�__ _ � .............. . ............................ :::.,Mvw.::::Mmmt�::::Mr,=::::)��.::::B��.::::F .... FL",?L,lr:::IRgEgw:::msm::::Zmm�.:
1� \ \ %\ \ �!=-� �:t!::-: .. _=_ NS8mw::::mm=: "",
_ ;;:;���� �.�.�S��� ........
\ ��, \ \ X-�. ;k 11 ... . . ........... —.1 ............ . ................. 1-11"....
,\�'., N\ \ ". - 111. SAN ............ . ......................... .. ...................
WN `�.. . , . .
��--, \1 \ . N\ I . . . . . . ***
..
\ , - ', � .... �_ _;�� 24" SANT
. - _�7�
1.1\ I . .
L\ 'N N
\ \ \ "', -1 _'_ - - __
11 ,�
,\N\ - " \ "I
NN , ,_ -
"',, x", I
\ RELOCATED MAINE STREET
:::M�8=::::MMM--30009EZZMMMM7:onm:: ::88mmw.:: -Amm=mmia,
___.. ;;;� ... ;;;;;i .... .......................... ------- fk ............. .
I *
'�, : :
I :
I
: %
: . I
I
I
\X \ \
'\\ \ \ \�Z\
',�\ N \ .\\\
"\\ \ \ N�\
i
i — — ,
: __
T �
�,,", �> , \ -, \ ,_ � 1. I .���,�,
I % ell- \ 'N. �--� SAN
, m, \ ,, ..
\ . - — ._ .............."..........
. % I --- --- ____Zzw __ _
\.,
Nl� . ___ -
- 111 \ 11� . ..
. X� .- I .�
\ 1.1 \,j " \ � ...
X' " �,,.-, - ��-.�'
\,\ 'R \ ,�, . SAN SAN
\ ',��
::
..... :: ....... ..
:
I
.
I I
11 \ \N \\ Kv
I "\
___ __
: __
� , F5�� - - - SAN -
-, Nil! ,
\&,, I _7`
I . _�_ -- __�_;�____��
�_,�, ,�) , � ���
\ - - ,
\
a SAN —
.....��
m
I
I
,
, I X:.:. . .A
\I I \ , . , ,
I .�.
11 1, ,,�.`..�,--,,
, \ ',)
N
____ - ------- --
:,_ �;;-� .-- __ -
--- _
- __ -.--..-*, � -
. _--_�,�� ��
,, I ,-,
" - --,---
-_ , . _.. T,
\ 1. I
N, \ � tf__ !I, �,1, I I --f- _
N, \ \ � .
, I .0, \ \11, , R 0 W.
,�. I. N\ \ -
, ,---"\ N, . ___:::�::::===�-� , .-
, ,- :,---- -- -----� __ �_
� — NN - _ --.-- .,.-!:, :���
�";;7
:
" .
:
I Il
I
\ I \ "...,
\
"I
11 11 I �
, \.",
I .",��
,
-1 � �
- - 11�,
I
/4 ..-.;-.�. ... == ... , ......... - - - - ----------- - -----------------------------
, ---- X, I... ,\ ,- - - —,__-�e- ...................... - - 04�
-:71 4 ..-�1_::::ft, - -, ..... - . ....... :;���.,_."._ ....... 7., - - �mmml . . .... �� .... =11: —
_:,�,_. , __ tz:ftft - ......... -
e - / 'y
_ ,�-, ,/ , ft,.,:::. — L��
— — 'N \ I 11 '--- - . - -, —.., .. . ........... ....... �, * - ,:-7 ... �� ... � ... i.,.;- .... vy. . ...... 1 .. ...................
,
, - _31
'N. -1 I-,---- __'__.__,:*p, -
. - .� ..
� .11/ - \ - "I 'N 1\ _______::z__1 '�:::2R'11�
, X, . 14,
;..
�\ � ... X/ . - - � .1 �i��
�� - X7� ..-.�
- -, �-�,
_,m8�ft:1_:xm.8wz::x8m8m�
. ............................. — ....
- ........... .. ...... — .......... --- ..
E�
. _wm ....... * . .
. I �
I
11 \ I
I\\ I 11„a.......-..•._
I
11 ,\ \ I
11 I
\
0 ,
-
- ��, -t- -
-1 - - _-Z,_.,
-
*:1 ___. -1
1� _�____A;;�_
,,\-\i ,,, , - � I I .. ..,
\ ,/! \ \ ...... .11 - ��_ , � _11.fL �4112 -L
, , , � , 7 -4 -,
- AP : -r y-
- -------- - , , ,;,,:�, .: .
\\\ � , ,.,. \
\ �_Mft\� .
. .. ..
�', 1�1_�* ,O� \ , ,;; ...
- I'll.' \�\ �,4e 014m 6� — -
'? . -\— 12” WM -
"N,wm \�pI I 1- 9 L -L'**"--. Ik/
__-_11 I 11,11 �., \ ,.� .�,, —
isti'm wrn x1:1 __��,,_ __ .
_,� \ 1 ms8w=
... I
__LJ1_...._1. - . I
- i.... -
g : :
: I
: :
: I
, ,-,
C'- 11
; " :1
14-�.," 171
1, 'l.11 1
. . ..... - .. ...
,5��o -
__
- _.�
� ____ x
%, - M _msc - ...
I---,� �,��_,,_._ 2��.i�� , .
I ""�,, .... . _.. - 'N 11 - \ �_
�� - ,"', I \1 :
� - . \
5e4��_ __ - ,�\, kii I \ X.." - - — '�,
1, _� __ - \ 'N . ,\�\ ,�� ,,,� — —N,- \�\ v
" 11 ,---F"" . _,�� , -- \
�3, , ",;",. , ,,,
\ '. .1 \\ I . � 1 O' PERMANENT EASEMENT
..... ___ N� ..
"-, I .\ ",L "r ---t; —
, ",-, ,�- " z, \ \ % ;, V," \ N -,,,
.1 N, - 'N \ .. � I
;�, __
01 - ;_� � �,Nvl I'� _�,\ )k% ,,., :
ET \ �,'�.,.,,, @
1,� -. :
1 : .
. .
:
.
:
t
i I
�,
"
, " _',
'r . EiXTENDEQ � MAINE
11_r ,
,�P, ,1-l'.
\ X I I
� . I ��- Z-
STR \ . r, .
. \ � 'N \ \ \\ lk� \ \
:
I I/L
I .1 i
i
, �.
5�,_ -��L:Z_
I ��,--, -
, . . -,, k----...":.------;-,--��-:-:---�:�-�-.:-:Z�z-;:---
I., '5� .1.
\1 ..,
',�,_ -�.' "I , .'. ..-----,---_Z__:ZEz
..-,- , . ..
\ - _�� , ** ..,A.- I - I
: �. I
\ 11 a�t? " . 1, NN, ;
\ . >% I,!, : ;
1\ % .. \
I , : .11
/' , ., :
\ -,-y \ \ . X_,;�� .//- i, \ 1\1 . 15' TEMPORARY CONSTRUCTION EASEMENT
, . x. . . \ \\ 1�1
Z�,_I \ X .. \ \ X14t
, .
" 4
\ \ \
11
,
-- -
- ,.� .
, . X , \
- . ,;. --.-- -.---..-.-. ..
N:�
" .,�
'...
�� ,;:� - 15_!� , , " \ ,�-
. ,
- .,-, . �
i::: ..:., ., I
.., -
L , - * km
fll�� � \ "
�
* I
t i
. . - ___ �
, . -
_,� - ____I-
V 11 -`
i ". �,- � —
�_'_�� , \ ��.
'N ,z
. `\._r'% X I 11
- -
P I \ \ \X . . ."�:�';,,, ,
\ Q. .
- - A_ i 'I -,
\ ��. \^\\ -�'
�..
i
I I
-
! ,
tll� ` - NOTE:
,,�
10. �, N% ,x,- ",
I , \ , � , 11.11
\��', ,.,. 1>1\ i I
'. , \\ " " , '1�0
� , LL �; N .11 40; N, L
'�\\ \- . I . \ , � , \ ,j, t"
__ / ", \ . '' , I 'N le, ", I I
--\ / \ ."\\ . .\ NN . Ij �,,�
� I 11
, \ N. " \ t
I \ N, 11 \\-" , ,.
� — _� \1 \1 x , " t
.k \ , "I (��,�,_"____ \\\ ,\ x \ ,�\_., Ur "
V�
.
: ;
: :
I . :
.
.
I I....".. I
I
-
_11��,N�:,
1. � 0n)
" " .-�N
I � — — — I .. ..� . ,,\ -, ..
1 I I \ " \. 11
" N,�
�� \ 11 \%. \ N, N. "I \ CAP � .
� �
\ � .,>", , \ \ \
\ LLL. \ Ix", ", , � \ ltt',,�_" \
'. SHOWN F R PICTORIAL PURPOSES. - ", �.
"10., \ \ . 11\ \ 'k, ' U 1� .
�\\- , \.\ 1. �\\ �> \" \ \ \ I 11
,
I .. . ' \
'�,,�- \ CAP '-
, '
-1.
..i b ;
: : I
. * ;
I
I
,
(9) \ �
I ,,, ', % , , I
-1 ., * 1 I
I \
- :.'j,\ \ \ ',� � 1\
\ \ . . p I �
; \ ,,, tt � \ CONSTRUCTED IN I \ \ \ �z 11 ..�, \, \ . A
11 B n, \ \ 'N' , sx;�, I .
. ,.�\ \\ \ x X \ \
I \ ... 1� \. \ �
,
"I ,�.\ 01 \ ,�\ ',,':�
... \ \ ,�N .�, . "\
t, NOT �& ., \ ,". , I/ .,/, I,"
. I �/, ,%, � \ \ \. .
I .. "
i I \�,�k \ \ .x. , " ! z . \ �.,
I I N , . \ .
i0l� \ I
� f
� :
1: i
X :
I
i I
: :
,,,
K�
:51, ; I
i 11 ,
1 ,�- I
1 ,
".
il i 'ill 11
i I 1 PHASE OFA PHASE
i 1. 11.
, 1. t, il
, I ,
" 1, � � �
� % �
\ >N \ \., .
I *`\�_ \, x �, ' I �\
.
2. *,�\�, \ \ \ \fti 1\ I',' \ I•.
\
,
, \ X\ . . "I ' �
_� V�. 'N \ \ \ ,�\ \NN 11 x , Il.
... \�\\ N \ � � I . \ / \, \ \ 11 LIMITS OF PHASE I CONSTRUCTION
\\.,\
I : : : :
L :
I
I I
:
I I ,
i 'I 1
I i 'i 11". 11
I 11
i, 1�
,,, ,I , �', �
i i I
11 I I 11
11 1, 1,1 � �
. Ill/../ 811
\ \ ... I I-. /I R%% �,,, I \
. 'N ,>\ \ I., ..
1. \ ..,* '� . I �.
1\11� .11
N, \ 1.
\ .. \ .11
N . . \ �'. \ I
\ \ -
\\X 'N \\ . .\ \ ./ \ '111, 11 \
\ , �N�
`
::
:1
� I
..
;%
;:
::
:
: .,.., IZ
I I
'I Vi �.
i 1 ii, "
11 �
-,I '11,
i " I
\ . ,.
I\-\"...' \ . _�.-- \ \N. "',, N * � ..
\ 111. , .."
\ , . . 11 \ \ - . .
,
\ .. -1 ,..
� . \\ 'N - N. '1-
,\\ 'N \
"
:::
:
_j
I ,� 'I " *I
'I 1 [) I 1i
\\I
\ I. \ , x I" \
\ \ \� \ \ ,1 ..",
NN \
I
I
i i i, 10t ".
i t - 1 -,
.., 1.
t , 1 k t V 1�
t
1� .
t 1!�,
. . . . . .
ZO0000
� \ \ ."
I,:.. 1. I X. .".., I .1
\ " \ "�"..::', . "
.'I- . I <'Nv . �'.
\ I "6.
\ .* I
N�.," /. X k:.�\�, V_mr- \
\ \ I I/ 11
, ., , NN\ \.
\ ,,�, I I 11 I"
�, \ \ \ V/
, Nl;�
\
1: :
. .
I ;
..
. j!a
11 1� 1,11 i
t � t t sj
i 11 'I '!'I I
� �
1, 1 1 � �
0
1i i�i
1 i il
1 a: I r,
t 1 1 a I �
./. .
\\\`% - 11 Z'- . I & 10' LANDSCAPE BUFFER (TYP)
. . . . . . . \N \ \ I N, NN , /X
\ "-\"�. \ ,�, \1 / \ \ ,
1, .
.1 \ \ , , .1 I \ N,"., ,/' �\, .
\ � \ \ X .�'. ,� v .... ./ '\\ .. ,��, N -�\
\ `n N, \ N', 1. "., \ ,/11 \ X-/, �\ / -,� y
1� : .
: : a
.: %
;
: : I
. L� : : 2
: ; I
,
: ` I
i 'I it
� i H
i i � �1
I I H
I i i I
! -.1 1 -.1 11,
i : i w I 1i I
i 1 1 "l
: i I LL. 't�>
: NM_
i I .
: :
� �
\ \ .
\ \ N\ ,z -7�, x. \ " 4-�N - Or r.1..-,:.,_.,. I
A....
. 1�11 ", .
\ \ . I � �, ,5.
'.
\ \ \ \ - ,,O- \ ( /I X,%
"/L ,, \
.1 -,� '\ \ . --;� -
I .1 .1 , . �;*
,,�
, . \ N,` :, , I .; x
" . '\' ', NN N i. \ \ \ � .., S_� -, *1
. �,
N".,\ \ N " . %1l," .) K - L:' \
-, ,\� 8
\ LIN \.. ,�� \, /\ of WM
Nx N, �!\ .�, �, .,.\..., ,
, N, . \\. ./1' .,�, \\\
\ % \
: :
: ;
: I
: : I
� :,
. :
.
: I
I
I � I
i I .
. t I
10 :
" :
��R,
I
.
; * ;
.
. I 1
\ J \ N\ .N. : ,
. I. .
,/ � . A ��,N
1� \ -1 ,�� \ 01.�� _/ 4 ,Oor \� CAP N �x:\� I 1.
lt�'N
:
1:
I
t :
z
11 i �
i
I < I 1
I I
-2
i �
. \ - 4�: , I I 7 \
..
*111 ,,,, \ .
�,,�\ \ X. Id,?, -d;
- \ , , :�v.1
, I'\ X \�, \
\
:
, : i ;
:
i I I
� j: .
.
1 ...... a-t..:.:
i I ..
I I : :
:
I t
. :
11 :
i : I a 1 : � �
I I I
�
: I ------- --- ---
,�- , - .
_7 .7
L 11 �.
- -:
\ \ 1, I \
\ ,L' - I � - .,,,/ "I '�' I
� .N ,,;: /- \�,,
\ - "I' � I' / , 'r ", L'.L'X /' \ "I \,::
. ,.,�� \ '111�., N .", ��\ .
..
. ., .
I '1�1
Z../,'. "
\ \1 . ", 40' \ i,
\ . � . ... , - I r"AL - - / _7�" it- . 4 - — " I , \
... I , \
` - ..'; .__.�k — - - - - - - - - - - --
_,��. - _.'�. , - . "71 --- --- --- - —,
—
--- --- --- --- --- -- --- --- --- --- --- --- --- --- --- --- --- - N' 4,
-7 — — - 'e". — .k.a --- --- — . — . -
- \\7-'
: . : .
MATCHLINE 1 : I
. '�
- - - - - - - - - - .-"
'��..,
:
; � I
*I ;
: :
. :
- .
__ . . L_. - —
. 1-
--- --- --- --- --- —1
i :
*1
�N,
* - -
I :
:
�
T.- 1 ,7
. - �7
,Q ; I ��,
I 1�7 �
� /' \
11 'k.L. 101 .'-, . - I
i \ \ "I . , . 7
� . . .1 -\)k�
;
... . '-" e a SE
y
I
1 1
I . . . . :
i : , I
.
. .
I ::
k
, .t : :;
: : ::
.
. . ,1
. 11
. � x 1041 .q
. ...
. . , ,
N� \\\� \ NN , _f 'I.,' \ CAP , ,% N _ t, \
. . \ -
: 'N . ,1 . . '. � .
. . \ I N .1 ,;" zzt' .- , , , \ NNNN to
"V\
I . , , \ .), ,\
-
NK N_ � \,��... . . ,�/ " . I .... .1
\ 11" " ,
. ; :: � � , // `
: : :: \ NN / ", .- \\ \CAP '\ ", WM
. : I . . I --1 ................. � .... .............. ....... � ....................................... . . .................. � ..... . .. _..____.__, , \ I \ \ .. \ '... �' , N . \
. -------- - ......................... .�-X,;� /' I / Z.
; ; ; : �, , ,�. N, . ., ,L/** .. " \
//1 / \x ,-"\, \ \ , �\
- -- - - - - - - - -------------- - - . ...... ... . I - I NN , .' /, /.../� , ---�-,, ,�;x ", -
: ... __ . I
'.. , ".., - �/ - -
_-V �___� ..................... - ---------- ""*"'-,----- i i \ \ N, ,N\ ,..,\ k
"
, r\-,--.-,--"-: :
I :
.
I . AP ..
1�
\ CTION
: : : / /
/ :
F OM
___�A'11 .. I
" .- �
A ::
/L"L� . ........ � ..... . ........... ___ ....... .... _ .................. � .....
: ,..
11 i . ..... . ........................... ..
. ,-,
\1_11' . .... . .. . .... . ............. ........................ ... � ................... I., ..................... � ...
, ..
, ..
: ; :; � _ . ......... . .... I ............. -
: " _" - --'-*.* ....... ...... . .............
: 11 ... . ..... --A
I : : . -- - --- - **** ........................... **-,* .............. . ..... .. ... .. . .... � .....................
I
I , \. ., .� ,/ .
........ . ......... . ... _ 1--, ". \ \ ... N
..... ..... �. � . \.. I., 10
x---�, _// \,\ , .
/L' 111� . X,\ . -
, REC
I 3. / 'N ;� � ,/ , I
11 .... . ........... . ....................... , , , \ \, � \ \ .'\, � NN, " L, ;//� N4 w \� x - \..;� / /0 WATER LINE T
. .., . .,
1�1-1 X'>� z
....................................... --.---- __.. ::, 0 I \ , I NN' / \ AP
'' � ..' 'N z
I , , ,\\\,
11.1 ...... .................... � ...... __...._..___ , \ . %
.\ -, " � '' ,
, I
I .".1
"I '1%
KITED WATER LINE
,
: : j
1 � 1 ..
I \" \ \ /*"
" 1 ,:A
- � \ .2
I:
.: easer"ne
__ ..... I-
% ;
1 : . :
;
; : :
:
I . : .
t
�f I
:
I I .
; 1 1 11 :, :
:: ;
. : :
a .
i : . . I I : I
% : : : : :
; : i .. :. : : : ;
: � : :
: : ; : ;
: : :
: : ; :
� 1 !.., I
11
_j ... 11 \ 1
\\'k11'\\ 11, ml 11 \ 1 N,0 "I �� 4�1
I I .. \ "IV
\ \ I - - \ , ,�,T.
. 'k, ,,\. ./
\ , , I , , , \
,,, � " \ "I \ I 1, - I I � N', V
: % ,� N /\ , I
.. . , N� p . .,.
01 ..� N\ I\ ,*,�.� \
\'' *1 \ . .1 11, � I . I
I'll, \ . 'e,l olk� - Z
!;� I , _N\ .-�, 1< , x � ,
* .
, � N "/" .
. , I-,, "..,
,, ; T \ "I --1--e .4 ,
N, \ 'y
\ \� t , \� �A_ �, 110 Z
M, N, . \ \ I , ..'r 1,
-"�,\ ..
\
kp
JdF ;. II
7 IN ::
-N : ::
, : :
\ � .
I ;
: . :
1
: :
EXII
I
I
........ _1
'..
-
..
'.
: : ,-....\ ....
: I11
. I
,
\ : .
\NN....".. 4 .."r
� I
,,, \ , ,,, \ \ v \ ,
\ �-
L .. : . .\
I / I.. X \ 'Ll, ,�, � A0 � /- ...�/
\ *
\NN ,: .11,
:
\\ . :
NNXx :
I :
: ,
I
; . I 11 I
: :
: :: ,
I \ \
\ . ,//
I \ I " I , 11 I
11 I \ / '.. ,0, \ \ INN "I � '5�x'
\
Is
,�\- N.,.. �.,
:
:
, I
: � .
: : D :
: I I :
I I : :
�x
� \ I ,/
.1 1\ . , ,
\ , . . ,�,
" I , \ ,\ \ \ \ NN -x/ �,,;�na. -.,
1� . \ 's �
, " I I "
I I
\
.
* \�
-
�f�d" . :
:.•
.1 :
.j..,i t
d
. .--
; : :
: m ; : :
. .. ::: .
11 I I
: : :
: I i : :
:
, 1i :
I
,
\ _ . . Lg-- -
11 \1 10�1' x ,
- ." _.,��
I \ ,� \ ,�, ,� . w 014 :
.
. ,
., I " \ " 'I, 1� , I
I . I N, I - . . "V.L- V �/
I 1, I- r
�, "' \ , \ " \ , , ,/1 ,
I �\ \\
I ,);�,A-.N -.1
\ .\
.:� " 1Z
'N _\ � -I
\
_1 I
I.\ -y- ;.. ....
, ..
.....'.......1il
......
� . .... ,
N,.-\\\. \,
\'..
-----
.. __ . -, ---F
.
�1 -, . ;
I t :
i 1, i .;
::
I : : I L
- �;" � 1. __--*1 ",,/
, , \ \ �, \\ - . .
, , \
... 11 lk,\ \ % \ , , '�.\ -, 1111�,..
.. . . I "I . \ I .\NNt , /1; ..
\ K� I - '\\ "
`\ '.
,
..... �-
I
� L
, ,-
....... .... . ........ -.-.L"-� .....................................................................................
11 I �
. : 1 I �. '.....- . ... . ... ___1.1..._- .. . ..........................................................................................................................
! i \ I I i
. : I
: : I . � \ --.,-------- . . ........................ � .............................................................................................
I .�, . ,/*
1� \ . , "., ... �v
....", ,�. 1, ", 1, - N\ 11 . L I
� ................................................ _ N N . . . . . \ . , "'e,
.
11 11 % \ \ , �., r<�� \ 11�1 1. , . 1-41 -0� ,.,, z "x
� .... ____ ......... � .............................. i \ � \
. .
_., \\ )�
, I "'k
\
\
.
Al
*.�'
....'.
1
... .
; \
. ; I 1; �,_._ ... . . . . . . .. . ......................................................................................................................
. . . :
: ................... � ........................... � ........................... ....................................................................................................................................
I
: . , : 1 ill -�._�._,__,......_-�—��---.�",�L� ....... � ...... . .
1 I 1:
, � 11 :
: 11 I
.•I . ..
___ ... � .......................... . ... . . ... ..\ ... /
" ... "ell": -I
I .... -,'--,`' - 401�
\ .
I . ,- -.-.-
N\\ .. ,//-\ 8" RW // X.. L'. I
,� � �� " , , , o ,O
\ . o.
,
11 I
. "� < - .
...................................................................................................................... -- V I \ �\� \. " \�_, / . . , , I V
�. 1
X �,/ , '4�v 1
I ,
\ I
�
\ \\\
,
1: '.r.�rl \
;% 5. :
" 11
il:
V ._
: ,
- - — - - — - - — - - I
. 1. I 1\
N". \ ,
: w ... � . N,
: %: ; ; I I t; 11
\ �� \ , , , .
I I ; : : 1 , I .... I
i �::i�:r��'-
: . '. I/ 6� �\
\ ,
: i % 11 I I \ . . P
- - - -------------- ... -
: .. 11 % �', \& Ar. - � . . . . . . —,
�� ""
\ \�,\ N,10017N,
_ — PRELIMINARY - NOT FOR
CONSTRUC-n ON
�:
! I I i ./ �_ . ......... '�/
� .. .
I � - A
- -
01
I
z
L;j
n
&i
I_
I'd -
<
wz w
0
z
LLj
z
CN
n
U)
4q W7
0
0 n
r-1
_j M
Z Of C)
Li -i
V)
11;110
0 0) 0rj
- 0
(n
N�
U-000
CO I 0)
E�
�,��
—ur
w 00)..
0't *
_j
N
ry
r-
(D
0
-q-
ro
C\i
_j
I_
I'd -
<
wz w
0
0
00
LLj
z
CN
n
U)
4q W7
0 n
r-1
_j M
Z Of C)
Li -i
10
11;110
0 0) 0rj
- 0
(n
N�
U-000
CO I 0)
<
�,��
—ur
w 00)..
0't *
_j
N
I
a
-
�-zo
=)
Im
Em"
I
0
AC
C14f
114-,L_
0
C) N
FL:
0
0U)
cm,
4k.
_ -D
0
I.-
I-
Ld
Ld
Lli
Z1-- Nt <0
-3:
I
=
La
r")
d
Cc
x
a:
0 m
. .
W
LLJ ---.)
0 M,t 0
Vz
- :3
*
115P
.
J Lr_ -
V_
�
n
zO
> pjlz�� 0 (D
19_z�u
8
z
ILLI
2-7
z
I
L,
0 g
0
5
w
I_
I'd -
wz w
0
0
00
z
CN
n
4q W7
0 n
_j M
Z Of C)
10
11;110
0 0) 0rj
- 0
N�
U-000
CO I 0)
w<
w 00)..
0't *
_j
N
2
-
�-zo
w00
Em"
r- 0
a:
�w [If
III
6i
I
I
114-,L_
0
C) N
FL:
0
0U)
I-
N>< "
F_ < 0
_ -D
0
0
I-
Ld
Ld
Lli
Z1-- Nt <0
[if
n
I
=
En
W --p-j
0
I
.. 0
ry
Ld �
-
00 0
I
(L .-0)0)
(If
,
0 m
. .
W
LLJ ---.)
0 M,t 0
Vz
M04
:E 0
V_
J Lr_ -
V_
�
n
zO
> pjlz�� 0 (D
19_z�u
z
ILLI
0
z
I
L,
0 g
0
()
LJ
0
<
0
CO
N
orf
0-
ry
r')
00
C\1
. .
z
LLI
I
0
5
w
I_
wz w
0
z
z
<
4q W7
I
_j M
a—
_j
>w
�
N�
w<
J
r _j
�
I
=)
<
6i
I
I
FL:
0
I-
_ -D
0
I-
Ld
Ld
[if
n
I
=
En
0 -.4-
N",
.. 0
ry
Ld �
0 m
. .
W
LLJ ---.)
C-4
CN
M04
:E 0
V_
z
—
0
V_
�
n
zO
�•�
z
0
z
0
Ld
()
<
0
<
0
orf
0-
ry
r')
ry
n
5
w
DETECTOR CHECK
VALVE
'i11/]Til
O.S. & Y. VALVES -�
1/2' PREFORMED JOINT (FL/FL) (2 REQ'D) PLAN
MATERIAL TO BE PLACED
BETWEEN D.I.P. AND
CONCRETE SLAB.
6' CONCRETE SLAB W/
NO. 6 x 6 - W10 x WIG
(2500 P.S.I. CONCRETE)
Of
``' L PIPE SUPPORTS
(2 REQ'D)
M
THRUST COLLAR IN
ACCORDANCE WITH
12" TYP.)
(MIN.
LO
NOTE: INSERT BACKFLOW
PREVENTION DEVICE WHEN
REQUIRED BY THE CITY
- 90° BEND
- FLANGED JOINT
- 12" (TYP.)
90° BEND (MJ/MJ
RESTRAINED J01
(2 REQUIRED)
CORPORATION CURB STOP CORPORATION U -BRANCH
STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING SET TOP OF VALVE BOX
MARK WITH x13%4''/4" TO FINISHED GRADE
WOOD PAINTED
BLUE & WITH CURB STOP
Z LOT NUMBERS Z 2 EA. FINISHED GRADE-qu.17M-N
POLYETHYLENEJ POLYETHYLENE
TUBING (1" MIN.) TUBING (1" MIN.)
SINGLE METER BOX DOUBLE METER BOX
AND WATER METER AND WATER METER
(BY CITY) (BY CITY)
SINGLE SERVICE DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
AWWA TYPE
CC THREADS TO METER BOX
ASSEMBLY
SADDLE
POLYETHYLENE
TUBING
30 - 45 DEG.
WATER MAIN
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT
TYPE CONNECTIONS.
2• NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
STANDARD DRAWING PROFILE 3. EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH
AND PLANS APPROVED SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND
BY THE CITY BY TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND
(2 REQUIRED) NOTES: MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED.
1. ALL ABOVE GROUND PIPE JOINTS
SHALL BE FLANGED. CITY OF OCOEE UTILITIES DEPARTMENT
VALVE SIZE "An
4" 16-1/2" CITY OF OCOEE UTILITIES DEPARTMENT WATER SERVICE CONNECTION DETAILS
6" 22-1/23'
8" 26-1/2" DETECTOR CHECK VALVE ASSEMBLY DATE: AUG. 1990 IDWGI SERVCONN I FIG: 405
CROWN TRENCH IN
DATE: DWG: FIG! UNIMPROVED AREAS TRENCH WIDTH VARIES
AUG. 1990 DCCV 500 (3' MIN.) (SEE TYPE B W/ SIZE OF PIPE
WOOING AND TRENCHING
BACKFLOW PREVENTER DETAIL FOR OTHER
IN ACCORDANCE WITH RESTORATION.)
CONCRETE COLLAR
IN UNPAVED AREAS
(SEE DETAILS)
ADJUSTABLE CAST IRON
SEE NOTE 2
VALVE BOX
PLANS APPROVED BY
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
BOX SHALL REST ON
GATE VALVE
-CITY OF OCOEE UTILITIES DEPARTMENT-
THE CITY
M. J. GATE VALVE
6° MIN. (TTP.)
ON VALVE OR PIPE
PREMOLDED PLASTIC 2" VALVE (TYP.)
TIE RODS INCLUDING
AND SHALL BE
T�//�//
TEST COCK (TYP.)
MAIN
GATE VALVE
°o.° 0 °oma. °°.
\
THREADED
NIPPLE (TYP.)
°
UNION
(2 REQUIRED)
NOTES:
3" DIA. BRONZE DISC
6" BEDDING ROCK
FINISHED GRADE
-
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
CITY OF OCOEE UTILITIES DEPARTMENT
`� `
2-4A AT 9"
90° BEND
MAXIMUM DENSITY AS PER AASHTO T-180.
O.C. ALL
AROUND
-••-3" COVER
FOR PIPE BEDDING
orn, uoruc�rm
2 REQUIRED
( )
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
OUTSIDE WALL
STAMP OTE R1Q D ROUND
DISC ANCHORED IN
FINISHED
GRADE
MAXIMUM DENSITY AS PER AASHTO T-180.
AND TRENCHING DETAIL
CAST IRON FRAME
AND COVER WITH
N
PLAN AND SECTION
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
COMMON FILL
FINAL GRADE
n
36 SQ•
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
CITY OF OCOEE UTILITIES DEPARTMENT
BY THE CITY.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
JOINT SURFACES
• ��%y�y�
00"
AS REQ'D.
FOR PIPE DIAMETER 24" AND LARGER.
17-1 4'
CONCRETE MIN. ANCHORS
18 DIAMETER BY
r-TO
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
12" (TYP.,
" 1 D oRERREPER
18 6"
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
TCONCRETE
MANFROM
COLLARDIRECTION
WITH ##4 BAR ALL
REQ'D.)
-rERICE
atnvwc
OF THE FLOW.
E
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
SELECT COMMON -
AROUIJD (2
IN EXCAVATIONS.
FILL
VALVE SEE NOTE 2
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
BEDDING ROCK -
SQUEEZE OUT
NOTES:
1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE
CITY. BEDDING DEPTH SHALL BE 4"
MINIMUM FOR PIPE DIAMETER LESS THAN
PIPE BEDDING
(SEE NOTE 8 & 9)
UNIMPROVED CONDITION
THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS.
15", AND 6" MINIMUM FOR PIPE
THE ENGINEER AND
�.� 8" MIN. SQUEEZZ OUT
DIAMETER 16" AND LARGER.
TOP FLUSH WITH
CITY OF OCOEE UTILITIES
DEPARTMENT
9. DEPTH FOR REMOVAL OF UNSUITABLE
CITY I
--I
MATERIAL SHALL GOVERN DEPTH OF
FINISHED GRADE
REDUCED
PRESSURE
BEDDING ROCK BELOW THE PIPE.
CITY SHALL DETERMINE IN THE
NOTES:
BACKFLOW
PREVENTER
FIELD REQUIRED REMOVAL OF
9" ASPHALT SURFACE
A.R.V. SHALL °=o:e' .;•
r'
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
UNSUITABLE MATERIAL TO REACH
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
SUITABLE FOUNDATION.
CITY OF OCOEE UTILITIES DEPARTMENT
DATE` AUG. 1990 1 DWG' BPSS FIG: 501 7
PLAN AND SECTION
DATE: 04/01/92 1 DWG: IFIG:
200A
CONCRETE COLLAR
IN UNPAVED AREAS
(SEE DETAILS)
ADJUSTABLE CAST IRON
SEE NOTE 2
VALVE BOX
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
BOX SHALL REST ON
RESILIENT SEAT
-CITY OF OCOEE UTILITIES DEPARTMENT-
BEDDING ROCK NOT
M. J. GATE VALVE
6° MIN. (TTP.)
ON VALVE OR PIPE
PREMOLDED PLASTIC 2" VALVE (TYP.)
TIE RODS INCLUDING
AND SHALL BE
WATER
CENTERED ON
MAIN
OPERATING NUT
°o.° 0 °oma. °°.
ROUND AND 6 THICK
oo•O°o, Oeo,O
IM
a °°Q•°°o.° a
°
REINFORCED CONCRETE
z
3" DIA. BRONZE DISC
6" BEDDING ROCK
FINISHED GRADE
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 2 FOOT DEPTH BELOW FINISHED GRADE.
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE
-CITY OF OCOEE UTILITIES DEPARTMENT-
GATE VALVE AND BOX DETAIL
6° MIN. (TTP.)
DATE' AUG. 1990 DWG° GVBOX IFlG: 400
PREMOLDED PLASTIC 2" VALVE (TYP.)
TIE RODS INCLUDING
HOSE NOZZLE
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
NUTS AND WASHERS
24" SQUARE OR
CONNECTION DETAILS.
(SEE SCHEDULE BELOW)
ROUND AND 6 THICK
C (6" MIN.)
MECHANICAL
JOINTS
REINFORCED CONCRETE
z
3" DIA. BRONZE DISC
SHEAR PAD. SEE
FINISHED GRADE
-
NOTE 1
CITY OF OCOEE UTILITIES DEPARTMENT
`� `
2-4A AT 9"
D 4'-0" MIN.
SEE TRENCH DETAILS
O.C. ALL
AROUND
-••-3" COVER
FOR PIPE BEDDING
orn, uoruc�rm
CITY OF OCOEE UTILITIES DEPARTMENT
"° ° °'o °' BELOW FINISHED GRADE
oea��'0 ;';off AND SOD THE RECESSED
'0 AND
OUTSIDE WALL
STAMP OTE R1Q D ROUND
DISC ANCHORED IN
FINISHED
GRADE
CONCRETE VAULT
##4 BARS ALL AROUND
NOTES:
tMIN. 2 CLEARANCE
m
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE
ROUND PIPE.)
A
6° MIN. (TTP.)
-6' BEDDING ROCK
PREMOLDED PLASTIC 2" VALVE (TYP.)
TIE RODS INCLUDING
RESILIENT SEAT GATE
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
NUTS AND WASHERS
4" x 4" x 1/2"
I G PLA
CONNECTION DETAILS.
(SEE SCHEDULE BELOW)
CTMp
C (6" MIN.)
MECHANICAL
JOINTS
#4 BARS
z
3" DIA. BRONZE DISC
UNDISTURBED \
2'-0"
-
EARTH
CITY OF OCOEE UTILITIES DEPARTMENT
`� `
ENCASE TIE RODS
D 4'-0" MIN.
SEE TRENCH DETAILS
IN 1-1/2" PVC SLEEVE
-••-3" COVER
FOR PIPE BEDDING
orn, uoruc�rm
NOTES:
1. ADDITIONAL REINFORCEMENTS SHALL
BE AS SPECIFIED BY THE ENGINEER.
2. MINIMUM COMPRESSIVE STRENGTH
FOR CONCRETE SHALL BE 2500 PSI.
3. BEDDING, BACKFILL, AND COMPACTION
SHALL BE AS SPECIFIED ELSEWHERE
IN THE STANDARD DRAWINGS.
4. ALL FORM BOARDS SHALL BE REMOVED
PRIOR TO BACKFILL
5. NO ALLOWANCE SHALL BE MADE FOR
FRICTION BETWEEN THE PIPE WALL
AND THE THRUST COLLAR.
6. DESIGN PRESSURE: P.S.I.*
SCHEDULE OF DIMENSIONS AND MATERIALS
PIPE DIMENSIONS TIE RODS REWD
SIZE
(INCHES)II A I B I C 1 D 1 DIA I
NM THRUST Bloc AM 10 BE CQIPUIED ON 9156 OF (��pp
LIM PR sa Fl SOL Rr3TWJN1BUM 3EE NO E1
• m BE CD"PLM BI EW? EM
CITY OF OCOEE UTILITIES DEPARTMENT
WATER MAIN
THRUST COLLAR DETAIL
DATE: DWG: COLLAR FIG: 105
HYDRANT OPERATING NUT
AS REQ'D.
-PUMPER NOZZLE SET TOP OF VALVE BOX
FACING STREET TO FINISHED GRADE
Z�VALVE COLLAR 5 (SEE DETAIL) FINISHED GRADE
CONC PAD
NOTES:
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
°'o
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
THICK
SELEC T CD ^
-6' BEDDING ROCK
PREMOLDED PLASTIC 2" VALVE (TYP.)
COMMON
FILL o
RESILIENT SEAT GATE
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
~
TYP. EACH VALVE BOX.
CONNECTION DETAILS.
\/� w W
(SEE DETAIL)
VALVE BOX
JOINT FILLER
z
3" DIA. BRONZE DISC
5"
2'-0"
1,500 YTN
EE NOTE
NOTES:
CITY OF OCOEE UTILITIES DEPARTMENT
`� `
5" WALLS (MIN.) THREADEDWPLUG
ANCHORED IN qONC. PAD 4 BARS ALL
3" DIA. BRONZE
INSTALL THE SHEAR PAD
°°• °°,
RECESSED UP TO 4" °°"°°°°°
4' x 4' PRECAST
CITY OF OCOEE UTILITIES DEPARTMENT
"° ° °'o °' BELOW FINISHED GRADE
oea��'0 ;';off AND SOD THE RECESSED
'0 AND
OUTSIDE WALL
STAMP OTE R1Q D ROUND
DISC ANCHORED IN
FINISHED
GRADE
CONCRETE VAULT
AND TRENCHING DETAIL
CAST IRON FRAME
AND COVER WITH
NOTES:
1• PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
PLAN AND SECTION
J
CONC. PAD STAMP
2500 P.S.I.2"
n
36 SQ•
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
CITY OF OCOEE UTILITIES DEPARTMENT
ACCESS LID.
JOINT SURFACES
SIZE OF VALVE c
AS REQ'D.
"
17-1 4'
CONCRETE MIN. ANCHORS
GROUT
FIRE HYDRANT ASSEMBLY DETAIL
W
TYPE OF VALVE ,B
" 1 D oRERREPER
4 MAX.
REVISED: AUG.,1995
OD
N
DATE: 3/17/99 DWG FH FIG: 402
I -
SERVICE 'L-20
>
REINFORCEMENT AND JOINT
�p
DIRECTION & N0. "
OPEN RNS TO 4
NOTES:
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
°'o
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24".
SELEC T CD ^
-6' BEDDING ROCK
PREMOLDED PLASTIC 2" VALVE (TYP.)
COMMON
FILL o
RESILIENT SEAT GATE
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
-p
STANDARD INSTALLATION VALVE AND BOXo.o"o•p=°•°
CONNECTION DETAILS.
\/� w W
(SEE DETAIL)
VALVE BOX
JOINT FILLER
3 -0 MAX.
J
5"
2'-0"
1,500 YTN
EE NOTE
NOTES:
CITY OF OCOEE UTILITIES DEPARTMENT
`� `
5" WALLS (MIN.) THREADEDWPLUG
H
W
INSTALL THE SHEAR PAD
°°• °°,
RECESSED UP TO 4" °°"°°°°°
°
6 BEDDING ROCK
CITY OF OCOEE UTILITIES DEPARTMENT
"° ° °'o °' BELOW FINISHED GRADE
oea��'0 ;';off AND SOD THE RECESSED
'0 AND
OUTSIDE WALL
(ASD )COVER
PRECAST CONCRETE MANHOLE
SECTION.
'o•o'o.a�o�o'`
a
AND TRENCHING DETAIL
°
2.CLE4RANCE BETWEEN
'�'"°''"°'°"°""` '°° ° ° BOTTOM OF BOLTS AND
°°°
NOTES:
1• PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
PLAN AND SECTION
J
ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
2500 P.S.I.2"
PIPE PLUG (TYP.) - CUT OUT FOR FORCE
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
CITY OF OCOEE UTILITIES DEPARTMENT
JAN. 1990 DWG: ABEDD FIG: 101
JOINT SURFACES
DATE: AUG. 1990 1 DWG' MHPS FIG: 200
PLASTIC JOINT
SECTION A -A
� ov
CONCRETE MIN. ANCHORS
NIPPLE MAIN OR WATER MAIN
AS REQUIRED
FIRE HYDRANT ASSEMBLY DETAIL
PLUG VALVE AND BOX DETAIL
BENCHING PER SPECIFICATIONS
" 1 D oRERREPER
REVISED: AUG.,1995
OD
N
DATE: 3/17/99 DWG FH FIG: 402
2" GATE
>
REINFORCEMENT AND JOINT
VALVE SEE NOTE 2
SQUEEZE OUT
DETAIL TO BE DESIGNED BY
MIN.
UNIMPROVED CONDITION
2" NIPPLE SERVICE SADDLE
THE ENGINEER AND
�.� 8" MIN. SQUEEZZ OUT
TOP FLUSH WITH
°•°. °;°:::. PER SPECIFICATION
FITTINGS AND °° • ° ° • . ° ° • :.. SECTION 50.5.4
°�°°°�°°
CITY I
--I
BEDDING ROCK - -2" MIN.
FINISHED GRADE
PIPE FOR '•': _-
�':e'a.°
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".
9" ASPHALT SURFACE
A.R.V. SHALL °=o:e' .;•
r'
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
CONNECTION DETAILS.
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
CITY OF OCOEE UTILITIES DEPARTMENT
BE BRASS - 'Y '` °"p; a•°' "
°o p°•°e°°o.°°°. •°.°°°.o° ° o.°
PLAN AND SECTION
DATE: 04/01/92 1 DWG: IFIG:
200A
6n
BEDDING ROCK
-- BASE
8" x 16' REINFORCED
CONCRETE FOOTING.
-7 4" x 4" x 18" LONG
NOTES:
VALVE BOX(_MIN.) PRECAST POST
1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM
AND COVER WITH 3 DIAMETER
(TYP,) BRONZE DISC SET IN
RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY
Z
GROUT AS SHOWN
FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE
O
IMPROVED CONDTITION ABOVE.
DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY
(n
NOTES:
PRIOR TO INSTALLATION.
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND
2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED
W
LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES.
GRADE SHALL BE 4.0 FEET.
r
Cp
Il')
'-
K)
N
2. VALVE COLLAR DIMENSIONS MAY BE
J
REDUCED TO 18 x 18 x 6 WHEN CITY OF OCOEE UTILITIES DEPARTMENT
CITY OF OCOEE UTILITIES DEPARTMENT
THE BRONZE IDENTIFICATION DISC
n
IS NOT REQUIRED.
AIR OR COMBINATION AIR/VACUUM
�
VALVE COLLAR DETAIL
RELEASE VALVE DETAIL
(n p
Q G o
DATE: 3/17/99 DWG: VALCOL FIG: 107
DATE DWG` VACUUM FIG: 109
CSO
Z' LV
~,� N
AREA
UNDISTURBED FOR AREA FOR
SOIL (TYP.) TEE
O
C=
\\/\\\i\\\r r\\\\ /\\ \
Ld
�i CL
6" REINFORCED CONCRETE
-,
COLLAR IN UNPAVED AREAS
EDGE OF -� BLOCKING
a
TRENCH(TYP•)
>
(TYP.)ULAREA FOR
O
PLUG
Z
COMPACTED M J HYDRANT
BACKFILL �w -ADJUSTABLE CAST IRON
VARIES VALVE BOX
SEE NOTE 2 AANCHORING TEE SEE NOTE 1
f SEE NOTE 4 w LU A BOX SHALL REST ON
PIPF n n �%j ` ~ �- M.J.EDDING ROCK NOT
y . PLUG VALVE ON VALVE OR PIPE
TROWEL -FINISHED SEE MANHOLE
CONCRETE BENCHING CONNECTION
DETAILS
CONCRETE BASE SEE MANHOLE
TROWEL -FINISHED
CONNECTION
CONCRETE BASE n CONCRETE BENCHING
DETAI
SET COVERS FLUSH IN
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
V-6" MIN.
3'-0' MAX.
EPDXY COAL TAR COATINGS
PER SPECIFICATIONS N 7 4'-0"
c
BENCHING PER SPECIFICATIONS n p c
REINFORCEMENT AND JOINT
DETAIL TO BE DESIGNED BY
THE ENGINEER AND
APPROVED BY THE 9
CITY � 9�_
BEDDING ROCK
9
-MANHOLE FRAME & COVER
(SEE STANDARD DETAIL)
-FRAMES BEDDED IN MORTAR
2 COURSES OF BRICK (MIN.
0
a�
wl
8" MIN.
T
-2" MIN.
OUTSIDE WALL
PRE -PRIMED
JOINT SURFACES
PRE -MOLDED
PLASTIC JOINT
SEALER WITH
WWRAAPPPERR�
PER TO
REMOVED)
SQUEEZE -OUT
/ 04
-°'o.°"o.a'°.°°o• °°.°
NOTES:
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
°'o
1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24".
SELEC T CD ^
-6' BEDDING ROCK
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS
COMMON
FILL o
RESILIENT SEAT GATE
24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE
-p
STANDARD INSTALLATION VALVE AND BOXo.o"o•p=°•°
CONNECTION DETAILS.
\/� w W
(SEE DETAIL)
3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.
vi
3 -0 MAX.
J
5"
2'-0"
1,500 YTN
EE NOTE
NOTES:
CITY OF OCOEE UTILITIES DEPARTMENT
UNDISTURBED EARTH
1.THE DEVELOPER MAY
H
W
INSTALL THE SHEAR PAD
°°• °°,
RECESSED UP TO 4" °°"°°°°°
°
6 BEDDING ROCK
CITY OF OCOEE UTILITIES DEPARTMENT
"° ° °'o °' BELOW FINISHED GRADE
oea��'0 ;';off AND SOD THE RECESSED
'0 AND
OUTSIDE WALL
EPDXY COAL TAR COATINGS
PRECAST CONCRETE MANHOLE
SECTION.
'o•o'o.a�o�o'`
a
AND TRENCHING DETAIL
°
2.CLE4RANCE BETWEEN
'�'"°''"°'°"°""` '°° ° ° BOTTOM OF BOLTS AND
°°°
NOTES:
1• PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
PLAN AND SECTION
J
ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
J tr w
SHALL BE 6" MINIMUM.
°°• °a. °°• •o oo'oe°°°• °00° '
°_ °_ °_ °_
CITY OF OCOEE UTILITIES DEPARTMENT
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
CITY OF OCOEE UTILITIES DEPARTMENT
JAN. 1990 DWG: ABEDD FIG: 101
JOINT SURFACES
DATE: AUG. 1990 1 DWG' MHPS FIG: 200
/ 04
-°'o.°"o.a'°.°°o• °°.°
FTORCENMAIN AND SHAH B
CENTERED ONE
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
°'o
OPERATING NUT
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
ELEVATIIONS SHOWN IN
SELEC T CD ^
-6' BEDDING ROCK
°°v•°"°•°'°•
COMMON
FILL o
RESILIENT SEAT GATE
°.°°°.°=°o°°°.�
O m Z
STANDARD INSTALLATION VALVE AND BOXo.o"o•p=°•°
12
\/� w W
(SEE DETAIL)
En
o
3 -0 MAX.
W
5"
2'-0"
1,500 YTN
EE NOTE
NOTES:
•°�° °• e
UNDISTURBED EARTH
1.THE DEVELOPER MAY
H
U
INSTALL THE SHEAR PAD
°°• °°,
RECESSED UP TO 4" °°"°°°°°
°
6 BEDDING ROCK
CITY OF OCOEE UTILITIES DEPARTMENT
"° ° °'o °' BELOW FINISHED GRADE
oea��'0 ;';off AND SOD THE RECESSED
'0 AND
OUTSIDE WALL
EPDXY COAL TAR COATINGS
TYPE A BEDDING
SECTION.
'o•o'o.a�o�o'`
a
AND TRENCHING DETAIL
°
2.CLE4RANCE BETWEEN
'�'"°''"°'°"°""` '°° ° ° BOTTOM OF BOLTS AND
°°°
NOTES:
1• PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
4'-0"
°`°°° °°°"THE
TOP OF SHEAR PAD
ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
J tr w
SHALL BE 6" MINIMUM.
°°• °a. °°• •o oo'oe°°°• °00° '
°_ °_ °_ °_
CITY OF OCOEE UTILITIES DEPARTMENT
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
CITY OF OCOEE UTILITIES DEPARTMENT
JAN. 1990 DWG: ABEDD FIG: 101
JOINT SURFACES
Wo dU
PLASTIC JOINT
SECTION A -A
� ov
FIRE HYDRANT ASSEMBLY DETAIL
PLUG VALVE AND BOX DETAIL
BENCHING PER SPECIFICATIONS
" 1 D oRERREPER
REVISED: AUG.,1995
OD
N
DATE: 3/17/99 DWG FH FIG: 402
DATE: JAN. 1990 DWG: PVBOX FIG: 203
PRECAST
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
iOF VERTICAL PIPE
6
DROP PIPE
(SEE NOTE 1)
INLET CONNECTION
AS REQUIRED 90° BEND
2"
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE WALL PVC OR DIP
(SEE NOTE 2)
PRECAST:' :' . `. : •:.; ,''..: .
MANHOLE
WALL SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
STAINLESS STEEL PVC OR
BAND DIP
STAINLESS STEEL
a. ; .•::.°•,.; 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 CITY OF OCOEE UTILITIES DEPARTMENT
LINES WHICH HAVE AN INVERT 2' OR
MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAILS
DATE: DWG: MHCON FIG: 201
LOT LINE WYE WITH z
N 6" BRANCH SEWER MAIN
w
n , SIZE VARIES CLEAN-OUT
cn z BENDS WYE WITH SEE NOTE 1
6" BRANCH
CLEAN-OUT ILREMOVABLE 6 45° WYE WITH
SEE NOTE 1 PLUG BEND6' BRANCH
w LOT
z --- - LINE
DOOEBLE
CC
PLAN WY
FINISHED GRADE
SLOPE TO
DEPTH AT
1.0% MIN. [if
/- (TYP.)
r ROTATE
TERMINAL DEPTH i 30. (TYP.) -SPRING UNE
AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN
"HOUSE" SERVICE
(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.
CITY OF OCOEE UTILITIES DEPARTMENT
SERVICE LATERAL DETAIL
DATe AUG. 1990 DWG. WWLAT FIG` 204
CROSS WZPLUG CROSS W/
TWO PLUGS
WOOD FORM BOARDS BEHIND
BELL SHALL NOT INTERFERE
WITH JOINT (TYP.)
CONCRETE THRUST-
BLOCK
HRUST BLOCK (TYP.) A/2 \
\\i,
AREA FOR
/,,,AREA
\ 45° BEND
AREA FOR
TEE
AREA FOR
/\\ \ TRENCHF \� PLUG
\ \ (TYP.)
,//r ..\\�\\.\\, TEE W
WYE END PLUG
BENDS
OFFSET (AS REQ'D) NOTES:
EDGE OF CROSSCUT 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
UNDISTURBED DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
SOIL (TYP.) TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
TRENCH WIDTH = JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
�N FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
(8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK.
THRUST '= 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS, AS REQUIRED.
/ /' THRUS BLOCK 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS
FITTING IN. AREA tlSQ. FT.) REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
CONCRETE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE
TYPICAL SECTION THRUST BLOCK 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
PIPE 90 45 22-1 2 tt-1 4 TEE & DESIGN WITH PRESERVATIVE.
MANHOLE FRAME & COVER
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
(SEE STANDARD DETAIL)
4
SET COVERS FLUSH IN
PAVED AREAS & AT FRAMES BEDDED IN MORTAR
ELEVATIIONS SHOWN IN
/
UNPAVED AREAS.
O
i 2 COURSES OF BRICK MIN.
H
1'-6" MIN.
12
En
4 COURSES(MAX.
3 -0 MAX.
W
5"
2'-0"
1,500 YTN
EE NOTE
ONX o
H
U
Z��¢
INSIDE WALL
OUTSIDE WALL
EPDXY COAL TAR COATINGS
2 �� o
�I
N
a
JOINTPSUR ACES
PER SPECIFICATIONS
4'-0"
5" MIN.¢
I PRE -PRIMED
J tr w
PRE -MOLDED
oN
JOINT SURFACES
Wo dU
PLASTIC JOINT
� ov
w
WRAP T�IWVE�
BENCHING PER SPECIFICATIONS
" 1 D oRERREPER
OD
N
T
>
REINFORCEMENT AND JOINT
6'
SQUEEZE OUT
DETAIL TO BE DESIGNED BY
MIN.
COMPLETED
THE ENGINEER AND
�.� 8" MIN. SQUEEZZ OUT
APPROVED BY THE 9n
9" f
CITY I
--I
BEDDING ROCK - -2" MIN.
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.
CITY OF OCOEE UTILITIES DEPARTMENT
PRECAST CONCRETE MANHOLE
PLAN AND SECTION
DATE: 04/01/92 1 DWG: IFIG:
200A
PRECAST
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
CONCRETE ENCASEMENT
iOF VERTICAL PIPE
6
DROP PIPE
(SEE NOTE 1)
INLET CONNECTION
AS REQUIRED 90° BEND
2"
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE WALL PVC OR DIP
(SEE NOTE 2)
PRECAST:' :' . `. : •:.; ,''..: .
MANHOLE
WALL SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
STAINLESS STEEL PVC OR
BAND DIP
STAINLESS STEEL
a. ; .•::.°•,.; 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 CITY OF OCOEE UTILITIES DEPARTMENT
LINES WHICH HAVE AN INVERT 2' OR
MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAILS
DATE: DWG: MHCON FIG: 201
LOT LINE WYE WITH z
N 6" BRANCH SEWER MAIN
w
n , SIZE VARIES CLEAN-OUT
cn z BENDS WYE WITH SEE NOTE 1
6" BRANCH
CLEAN-OUT ILREMOVABLE 6 45° WYE WITH
SEE NOTE 1 PLUG BEND6' BRANCH
w LOT
z --- - LINE
DOOEBLE
CC
PLAN WY
FINISHED GRADE
SLOPE TO
DEPTH AT
1.0% MIN. [if
/- (TYP.)
r ROTATE
TERMINAL DEPTH i 30. (TYP.) -SPRING UNE
AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN
"HOUSE" SERVICE
(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.
CITY OF OCOEE UTILITIES DEPARTMENT
SERVICE LATERAL DETAIL
DATe AUG. 1990 DWG. WWLAT FIG` 204
CROSS WZPLUG CROSS W/
TWO PLUGS
WOOD FORM BOARDS BEHIND
BELL SHALL NOT INTERFERE
WITH JOINT (TYP.)
CONCRETE THRUST-
BLOCK
HRUST BLOCK (TYP.) A/2 \
\\i,
AREA FOR
/,,,AREA
\ 45° BEND
AREA FOR
TEE
AREA FOR
/\\ \ TRENCHF \� PLUG
\ \ (TYP.)
,//r ..\\�\\.\\, TEE W
WYE END PLUG
BENDS
OFFSET (AS REQ'D) NOTES:
EDGE OF CROSSCUT 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
UNDISTURBED DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
SOIL (TYP.) TO UNDISTURBED MATERIAL.
2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
TRENCH WIDTH = JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
�N FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
(8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK.
THRUST '= 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS, AS REQUIRED.
/ /' THRUS BLOCK 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS
FITTING IN. AREA tlSQ. FT.) REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
CONCRETE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE
TYPICAL SECTION THRUST BLOCK 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
PIPE 90 45 22-1 2 tt-1 4 TEE & DESIGN WITH PRESERVATIVE.
METALLIC LOCATING WIRE EARLY WARNING TAPE
FINISHED GRADE
1" MAX.
/ PVC WATER MAIN
OR FORCE MAIN
1"
MAX METALLIC LOCATING WIRE
\/\\/\\/\\lx /\\/\\/\\/\\/\\/\\/\
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER) CAPABLE OF DEFECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP
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. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING
WIRE AT DIRECTION OF CITY.
CIN OF OCOEE UTILITIES DEPARTMENT
PVC PIPE
LOCATING WIRE
DETAIL
3/17/99 1DING: INSTALL FIG 10B
CITY OF OCOEE UTILITIES DEPARTMENT
THRUST BLOCK DETAIL
FL:
Z
W
J
U
/ /
SIZE BEND BEND BEND BEND PLUG
(INCHES) (SQ FT) (SQ FT) (SQ FO (SQ M (SQ M
PRESS
(PSI)
4
6
e 11 1
O
10
H
12
W oo 6
U z�z
W
> 5 � c
ov2
W
NOTE
THRUST BLOCK ARFAS M BE CDMPUTED ON BASIS OF
LBS PER SQ. FT. SOIL RESIRAW
BEAR%
• TO BE COMPLETED BY ENGINEER.
1,500 YTN
EE NOTE
METALLIC LOCATING WIRE EARLY WARNING TAPE
FINISHED GRADE
1" MAX.
/ PVC WATER MAIN
OR FORCE MAIN
1"
MAX METALLIC LOCATING WIRE
\/\\/\\/\\lx /\\/\\/\\/\\/\\/\\/\
NOTES:
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER) CAPABLE OF DEFECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIP
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. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING
WIRE AT DIRECTION OF CITY.
CIN OF OCOEE UTILITIES DEPARTMENT
PVC PIPE
LOCATING WIRE
DETAIL
3/17/99 1DING: INSTALL FIG 10B
CITY OF OCOEE UTILITIES DEPARTMENT
THRUST BLOCK DETAIL
FL:
Z
W
J
U
F000
FIG 103 WW CO
Z
Q z 4
� W W
!WW 0
v
WQ _
rlo-
Q W =
J
F --
F- F-
U
W
O W
r _
CL �
E. Ory W r ULij
W
N m O z
� � U
Z 0O W
m I-
W z W
Q Of 0� ry
SHEET � m
PRELIMINARY - NOT FOR CONSTRUCMN 12
0
00
N
Uo
O
omo
H
1
W oo 6
U z�z
W
> 5 � c
ov2
W
CC
Wo 0
O
ONX o
H
U
Z��¢
Q
2 �� o
�I
'
O L' o
U
J tr w
W w^µ-
Wo dU
� ov
w
co
N
OD
N
F000
FIG 103 WW CO
Z
Q z 4
� W W
!WW 0
v
WQ _
rlo-
Q W =
J
F --
F- F-
U
W
O W
r _
CL �
E. Ory W r ULij
W
N m O z
� � U
Z 0O W
m I-
W z W
Q Of 0� ry
SHEET � m
PRELIMINARY - NOT FOR CONSTRUCMN 12
0
to
04
uJ
01011
ou 1 11 5 0
N\ MATd,"HLIN 012" 14" 14" 9
\)kll I Sr MATCHLINE 1
X 4:_ 1 10'
N 4K A 0100 - --- --- --- --- --- --- --- --- --- --- --- --- --- ----...r—.—
-,24 '--'-2T" ' 264 91, 14
2F' r-%
zo- 'el 0" 08" 12" C)i 5v
'4 n. -p w j 0 24" 255
8"
VAI,� 1,��,247
0 024" 9" 1z
12"
x B" 254 0 40" 31,
09 (�01 1 014" 14"
123a 257 36 B"013" 180"
2 1 ()12"
zo 274
8"
4" 09"
It
024f P, !�E
X4 12$$ 11" 2 4
r
0" 4 61 `l (Di 0"
.025" 31
09 C)l 2" 15 011 It 08"
8 b256 9,
32"
N \-,,24 012" 08"
x
X, \x 01, 8"
IV 0
U119 X, 0
(08" 08" 014 8
1 o* (
0 0
'�20" & 12 15"
0�
'I b
036" 301
304,, it) 25
30" 18 6� 25�
D"' 1411 1
IN 263 24" -1 15" 4013 20pp -A), 1 18" 20" 36"
x. 3 6 15 0 28" 20l$ (CS) 0 It @18" 0 0182 (925.
\ \\ \ i )118 b 1, 0 "'2
5 0 ,,0251
1#8101
0!P 011'
275 36 12"
2262 1p
302 2812 6 It 1811 15" 1 11 `0
0 15);
12
xx 18" 8" 28 276 0 307 018" so
'0
0 24 3
0 303 169 11 a
121; 0 28 (S)l 2" 15' 9c)
6
81 8'y 1 2
4u 15"
15" 253
318 1511 It 11
97Y
24 24" 8'12 ",%b 18" , 15" 143) 10" 9
144" X�� - � I I Ix . 1� \1: 280 12 If I (Dp 15"20 15" 01211 b 10"
24" - jz_ b 18'
52 `-'330 QD
\0\4 12' 8" 240 C9 1,31" 74 JM b
24
xN, , . .1�1` -C I lbl 6" 12"
'�6 51$ 616" 10 )w 2" 312
.1101: 1 . j 1 2" 1 319 loll 30" 010,00
18"
2' IN, /-o" oll 28'281 1311 It 24" 30" 16... 12" bUIJ 18" 14"
"14" �l o" '338 0 191, 15,, 20" 1 U 0 u
Jj `,_/ 9 28` G(b
12"1811 0 240- 223" 0 19" lag 8M) 2"
2411 V 18s' 0 15 0
0 0 12' 1811 12"
2 0
�.Iv' Oo (DO
299 15" 11 0
315 E�5
46 13 279 12" 2 �b 9 18" 28') 26 0 0 09"
_== ------- -------- - ---------- - 1 10
. .......... ..... .......... .......... 3" LO 2CdQ 4
8111 W, 4pp -72"
24
15 0" 18 15 1 4ly 3 01 5$p 0
V)
0 18" 20"
>
29815 18 18"'1?
A.00"r It 24" 24" 0 22
35 2b 8', 201t 0 1411 40
b ry r- (0 LO q- PO C-4
14 @24" 9"6 lilt
. . . . ......... k
ou
833331311=00� . . . ............ U \0 283 1 $118" 68" _j
5 -4.5 6;;..h I I "o 0 1 ill i
8fk\ 284 0186 <
1\� ', It 1211 LLJ
I Olt 1A 32l' 51
10, cr)
\ r p1 0 18" 20"
N' "24" 13" C)8"
18' OD/
0 u `ig 0
0
30 01 (Y22" uo
........... .. ..
F . .....
I u I u 0185 U) _j
ft ...... ............ 1811 25' N
154 (_)l 8 2 C=
21 15" 911
.................... 10 0 13 z zi 0 " u < = w
u 151)
ry CO
I JJ
f U 4`
U At) DOWN
2' 34 ,153 0 140 U1 84
4
iP221 — - -------- 17: i 14" In
12 =3
..... .........
2 In
. . . .......... loll 8$1 24" 0
6p' 3 4-$.1,15 6 15
V.4 14 25" C= La
d 20"
2L�- 0
4157 UN _j
2 ..... . .......... OWN) '38" 0 0 bs,
15 2�\\ 18"
It lot
X94 295
w
7 'o 70 287 9 11 0
15" . ................ .......... 1'_!)_ U 4
M
\ \ \ loll 14 20 14 A*
2 /* j!
22" (DO 0
0
0
N
293 018", 40" 40"
i) 171
U
1 190
15"
/ u
24" 291, GD
r.
12"
2 018" @ .11 0
24 91 11 1.
175 O'�z
E BUFFER . ......... q/
............. (9141) 18 ZONE
04Y9
26
R
0 1 o '2 292 162) 32" 23
lo" 20"
14b 0
30"
9 r7
I \ 11 , �J'l 4 x
025 .3611 1511
9
3
193
------------ 8
;326 . - -;..
1 1/4l, N. .. .. .. 3
30' (P290 0 41'
162 x
i27"
TNA q� �A 13 ,12"
*034"
38 ju zz I u
U 0 59
> 2 1 W -t co
2" .. ��- - 11 .1 IN
'NNNNI, 0-1 WETLAND LINE
V 8
R19 5
0
2 k) \'-26"GAQ" 7
8
70 Z I)fo
1w - 00)00
oll .\
Get)
U 15
-J-0
'4 N L-00 0
3Cbl97 .101
0
13"
N/ 14"
-1 u 2 �z
A 40" 0 Lu 009
./A )8 " T)
nl 5l'
H
X, 1 0 2 8'6 U Z(02�
GRAPHIC SCALE
50 0 25 50 100
( IN FEET
1 inch = 50 ft.
l��
BOUNDARY/PROPERTY LINE
PROPOSED LOT BOUNDARY
0 EXISTING TREES TO REMAIN
L
.,-----
0 EXISTING TREES TO BE REMOVED
123
0 TREE ID NUMBER (SEE SHEET 15 FOR DETAILS)
KEY. ...... . ..................
SCALE: NTS
64 8"
10
2b ��*-. "\_1 16pl It
Q
I)F 01 # 20 4f Lu —0
o N
.7"
T \...TX $I CD ox,c
t.... 15
X/ 4-z N 0
N ACCESS 28."
332
)199 LJ
.7, '501) '18"
U)n_
4$) 4'HIGH WATER LINE z
% -11_1 4811
Z_10 w
\2, \vv 160
$1 2 Do 0
Z-4
aim
IL W
T 1 M6 'op
1 1 r 1 1 0198
�e;_ -—A NO ACCESS Foqj I
.01 0
60"
�)u
.0 W Lu_
z J
a 21836'
3
15" /_2 00 >
n2p w go
219 0 DEAD
s t, .11
X\ u
9
4 LIJ
17 40 1202
.. ......... 201 100 YEAR FLOOD LINE
...........
5 133 OD
O
04
MOO/
00
33" 4— 216 215 " C14
t j z_u 15"
811
eetgum
2 -285
0 0 8 11 16 -";
0 'y" 'X L/ -y--\\bvveet6qm
120"
i u -It 11 \i
14 2 v
9
35' R.O.W. CONVEYANCE .5 0 coil"
81' 21411, 24" C)
TO CITY OF OCOEE 8' 12,
V
5"
7 17 " 1 "1 - *" , X"
�j
8" 1 16" 1; 2011)
x\1
U
1 6' K
V' .
IN
3 0 Lake Bennet
N S
N 0 tCCES
J:\
0
1+u
�l 4
24' z
167
26" - t"I ---,20" S
% TA
ZO\.. X, 19
W
!L
28' 0
0 18
WATER'S EDGE
4p
W Z
48
2"A36"
68 3( (10-21-03)
'--')18 0
C)r.
1�\ 9
z >
07i
4"13'
4— QJ b
w
2'P2 20,115»W% ,BUFFER --ZONE
IN z
22 124"' 1 q
\<
0"M
\Aj-
36" W
ub
26" w
0 AT w
/ \ '�`'.\` �� \'. \ \il". a3 EL
PD T5 1,E r
: I 1 4 : __A rl--% il I ....... — --------- . ....... .......... ..........
o" w <
IL
X\7
zu�
3617
0 0
Z/ .............. w
- - ------------- zw!
. . . . . .
. . . ........... . --- - --- - - - - - - - - - - - - - - - - - - - - - - - - - 7
------------ . ........... a:
- - - - ---------- ----------------- ------------------------------------ _j
. . .............. ---------- a
•10' R -C W. CONVEYANCE
TO THDLrITY OE OrnFF-
_J . . ................................... .......................... Ld
....... . ........ . ..... __ ........ . .... t LLJ
. .... . .... . . .. . ..... . ...... . ..... t .................. t ............ t ..............
t . . .................. . .................
. ................. .............. .............. xx . ................ LIJ
Of
.....................
. ....................... . ...................... . ........... . ........ . . ....................... ...... . . ........................ ................ - - - - - -
------- . .................................. ........ �x - - -------------- I - - - - - - - - - --
. ... ...................................... . . . . . . . . . . .................... 0- V)
--- -------- ----
------------------------------------- . ... . ..... .......... . .............
------------ . . . ..................................... ...................... ... . .........................................
0 M
777
/' 7777 0 ----------- . . . . ...... . .... 0 ry 14- 0 Lu
;J&
— -------- -- __
. ...................... ................ ..................................... ------------- --- Ld III- LJ
.
................................—__..-----_................................._.
------ . .................................. . .......
. ..... ............... x
. . . . ......
. ................................. . .................................. ___ ................. .......... _ .. .................... !Vx .............................. 04
;5� . ........................... 1-N
......................................................................................................... ....................... ............ ..................................................
. ............. ..... . ............. . . . ................................... . ................................... .................................... .... ........... . .............. ................. .... . ......... . ...... z
STATE ROAD 50 z 05-: LLJ
. ................ — -- — ----------------- . .................................................................. .. ............ . .............. M
- - - - - ------- --- ------- ------- -------- 0 z 0
--------- LLJ Ld LLJ
7) 7)
. ........ Ix 0 0
-------------1-----------
------------------------ - --------- . . . ..... ... . . . .... ...
— ---------- ....................
zz-_== � \1 mm�mb*,__ *-,-,-**-,* . .... . ..... ry w
...................... - — ------- . ...... ... .................................................................. . ........
.............. ...... ------------------------- --- ---
—san
SHEET .. .. ..........
. . . . ........
.... ........ PRE
ir LIMINARY -NOT FOR CONSTRUC-nON 14
n
Z
0
V)
Ljj
ry
W
ry
H
V)
J
W
ry
D
V)
W
W
ry
iW CORNER OF SW 1/4
SECTION 20-22-28
FND N/D (NO ID)
FND 4X4 CM (RLS 1263)
0.3'N,0.2'W
�T
f FND 1/2' IR UNREAI
�• 15' WATER LINE F
�p \\xy/EASEMENT 48
PER OR 4287,
\\PG 2313
FND 1/2" IR (B 68) ALSO FND
4X4 CM (RLS 1263) 0.4'N,0.1'W
UTILITY POLE 5.9' NE OF
BOUNDARY LINE
SW COR OF S 1/2 OF NWs
2D-22-28 PORTION OF NW 1/4 OF SW 1/4 OF
\
1/4 OF SW 1/4 OF SEC p. SECTION 20-22-28
rr FND 1/2" IR
S. LINE OF S 1/2 OF NW 1/4 OF SW 1/4
L\�
588'58'01"E (D) 290.79 (D) 291.18
S88'55'42"E
w
0
-
�roN
I
N
(n N
I
ly o
O N
Z O
J�
'tet
V
IQ
"i
l�
M
M
to
(�
0
Iww
`l o
o o
z z
I
POC -SW. CORNER OF
SW 1/4 OF SECTION 20-22-2B
FND ND LB 2856
N89'32'16"W 2661.10' _
NI NOT PLATTED
z (SEE NOTE #8) R/W PER EXISTING MONUMENTATION
AND PREVIOUS SURVEY BY OTHERS
MAINE STREET (R/W VARIES -SEE NOTE #5)
8 681 0.1' E :, �S.LIWE_OF NW. 1/4 OF SW. 1/4 OF SECTION 20-2228NOTPLATTED 01SLYR W SBW47'11'E 539.25'
OWNERCAMBMAND 4X4 CM (NO ID) FND 4X4 CM (RLS 1
FIRE HYDRANT 4.0' NE (OR�'('O�4)0.4'N0.1'W 0.6'N,I
OF BOUNDARY NOT PLATTED
UTILITY POLE 2.6'_199.03'
NE OF BOUNDARY 6= w
51'49'59" OWNERWIL�IAMI- + JOHN DAVID CoLOURN
20.00' R=640.78• E=169,8g' (OR 75M PO 1168)
.6=1 5' 10'24"
A=04'01'45'
N54'32'54"E L= 45.06' 4-11'08'39"
36.39' �= 124.63'
OVERALL PARCEL AND
CAMBRIA PORTION
PARADISE PURCHASE
POB
I CO BURN PORTION
y UTILITY POLE 1.6' OF PARADISE PURCHASE
NE OF BOUNDARY
rn rn
y`\ CAMBRIA PORTION OF
00
I 0
PARADISE PURCHASE
D a,
L&N 'ON
UTILITY POLE 1.2'
�� SW OF BOUNDARY poll
15' WATER LINE EASEMENT
PER OR 4287, PG 2313
\ FND 1/2" IR
(LB 68)
0.O'S,0.1'W
TAN BRG N36' 18'43"W
A=00'57'58"
'p I L=96.73'
.° TAN BRG N36'51'05"W
A=00'32'21"
L=53.98'
�1c s�j % 15' WATER LINE EASEMENT
SE CORNER OF OF SW. 1/4 OF 'L�� / PER OR 4287, PG 2317
—SECTION 2D-22-28 FND BOLT v \ SET 5/8" I.R. & C. (L.B.
IN WELL BOX NO ID) spe p?r 6
LEGEND:
S. R. = STATE ROAD
(D) = DEED
(M) = MEASURED
F.D.O.T. = FLORIDA DEPARTMENT OF TRANSPORTATION
C.M. = CONCRETE MONUMENT
I.D. = IDENTIFICATION
I.R.&C. = IRON ROD AND CAP
L.B. = LAND SURVEY BUSINESS
PLS = PROFESSIONAL LAND SURVEYOR
SEC. = SECTION
FND. = FOUND
R.R.= RAILROAD
R/W = RIGHT OF WAY
C = CHORD
C.B. = CHORD BEARING
= CENTERLINE
p = DELTA
L = ARC LENGTH
NO. = NUMBER
(N.R.) = NON -RADIAL
P.C. = POINT OF CURVATURE
P.O.C. = POINT ON A CURVE
P.T. = POINT OF TANGENCY
R = RADIUS
(RAD.) = RADIAL
S. = SOUTH
S.E. = SOUTHEAST
S.W. = SOUTHWEST
W. = WEST
N. = NORTH
E. = EAST
(C) = CALCULATED
O.R. = OFFICIAL RECORDS (BOOK)
PG. = PAGE
INV. = INVERT
(TYP.) = TYPICAL
B.M. = BENCH MARK
N&D = NAIL AND DISK
PVC = POLYVINYLCHLORIDE PIPE
RCP = REINFORCED CONCRETE PIPE
ELEV. = ELEVATION
PLS = PROFESSIONAL LAND SURVEYOR
CHA. = CHAINS
P.B. = PLAT BOOK
PGS. = PAGES
(F) = FOUND
C-2 = COMMUNITY COMMERCIAL DISTRICT
(CITY OF OCOEE)
A-1 = CITRUS RURAL DISTRICT
(ORANGE COUNTY)
0
Lu
:D0
ZD -
Lu
aQ
om°-
Z
oi
S�
U_
�O
M
IN
FND 4X4 CM (RLS 1263)4
SB8'47'11'E 541.27' 0.6'N,0.O'E IT
LOT 12, BLOCK 5
MAP OF OCOEE
(PB A, PG 100)
11 BROKEN WPP AND
TELEPHONE RISER
KIT"it�iyll�a1
(30' R/W-PB A. PG
I
114.91
7
I�
FND 4X4 CM (RLS 1263)4
SB8'47'11'E 541.27' 0.6'N,0.O'E IT
LOT 12, BLOCK 5
MAP OF OCOEE
(PB A, PG 100)
11 BROKEN WPP AND
TELEPHONE RISER
KIT"it�iyll�a1
(30' R/W-PB A. PG
I
lI
TEMPORARY CONSTRUCTION EASEMENT
UTILITY EASEMENT I I - O (O.R. 3576, PG. 1180)
PER OR 3673, PG 2167 I,
N. LINE OF S. 1.96 CHAINS OF (+/- 7'x30') -
N. 1/2 OF SW 1/4 OF SW 1/4 FENCE CORNER 4.1' N, 29.5' W OF
SECTION 20-22-28 BOUNDARY CORNER
633.27' SB9'56'50"E
N89'13'59'W 632.63' 1420.00 M
3�1 EAST ILINE-('I u
.p R = 5735.72' PARCEL 3 ( ( IMP
s�\S• L = 247.02'(M) i I
0 = 02'25'03"(RT.) I 61 L WE
C = 247.00'(M) j I LI
\ `'\ C.B. = N38'49'22"W(M) I I I PAR
d'- *PARCEL 3' LIFT STATION EASEMENT I rn 60'
<% �i OF p (O.R. 3673, PG. 2167) 2
NOT PLATTED L_ — -
\ FND 1 2 IR LB 68) OWNB:b W(LLIgM E + _ 0
�I Q9Y�P�Q1.@UBDI - - (�1
— — — (OR 7578, PG 1168) I o
\ DEED GAP
— _ z—1=I
\ 513.11' (D) o 0-'
tic Iro�TI to
\ \ \\ w �aU aEIII
z �wm u0i I -v
\ 3 a wa ��IIM
I- ono w�
'PARCEL 2' w w a o �tOnl) o h o
0 2s res \ > Wzz ail �o
z• i w�� a II �1
w
°°J �� \ \ �
\ y\
U
Z)0w (I
>
_____-362.4' QL —___
Zonad C -2r PONT OF
BEGINNNG I
\� \ 'PARCELS
s.\ \ 60' PUBLIC UTILITY- II 60'
\
11rp. \ EASEMENT, VACATED I N
\ RICHMOND AVENUEI
l°\ \ UI o N
G��OJ\\\ g) m o
N
I ISI U
'PARCEL r o n Cn
LJ
0r'S•7 ya\ 10 CL
MI 3
s�\ c ig a o I rn
� \ s �7
tto 0
o of
I3
0
� of u'
zI w
EAST LINE J
x. \ PARCEL 1
Zoned A-1 ��F \ \
\\ W �I
\ o^g
\ \ too II so
\ \ \InN vll
\ SII
\ �4
es \ ro
' as9 \ I
n
LEGEN D/ABBREVIATIONS:
OR
10' UTILITY EASEMENT
PB
PLAT BOOK
PG
PER OR 3673, PG 2167
II
FND
FOUND
CM
CONCRETE MONUMENT
IR
IRON ROD
COLURN PORTION OF
IRON PIPE
I
SOUTHERLY
PARADISE PURCHASE
VACATION OF RICHMOND AVENUE AND
R/W
RIGHT-OF-WAY
R
RESERVATION OF PUBLIC UTILITY W
to
DELTA
L
EASEMENT PER OR.5689, PG.830 I I
I
CHAIN LINK FENCE
BWF
BARBED WIRE FENCE
to
EDGE OF PAVEMENT
BCM
3I I;I�I
POC
POINT OF COMMENCEMENT
PORTION OF SW 1/4 OF SW 1/4
I I
I
DESCRIPTION INFORMATION
OF SECTION 20-22-28
o
N
REGESTERED LAND SURVEYOR
(VACANT LAND - NO BUILDINGS)
o I
10
I 0
NOT PLATTED
-�
i
0
TELEPHONE RISER
Cob
I
I
VACATION OF RICHMOND AVENUE AND
O
UTILITY EASEMENT ( I�OF
' \�
PUBLIC UTILITY
Z
0
(O.R. 3576, PG. 1183)
®
EEASEMENTOPER OR5689, PG 830
O
LIFT STATION EASEMENT AND UTILITY I II
N
(N
EASEMENT (O.R. 3576, PG. 1183) I I
o m
N
I-
W
(O.R. 3556, PG. 1437) 1 i
C
N
r')
TEMPORARY CONSTRUCTION EASEMENT
I (
n
PER OR 3673, PG 2163
NUI
52'x75')
N
0
lI
TEMPORARY CONSTRUCTION EASEMENT
UTILITY EASEMENT I I - O (O.R. 3576, PG. 1180)
PER OR 3673, PG 2167 I,
N. LINE OF S. 1.96 CHAINS OF (+/- 7'x30') -
N. 1/2 OF SW 1/4 OF SW 1/4 FENCE CORNER 4.1' N, 29.5' W OF
SECTION 20-22-28 BOUNDARY CORNER
633.27' SB9'56'50"E
N89'13'59'W 632.63' 1420.00 M
3�1 EAST ILINE-('I u
.p R = 5735.72' PARCEL 3 ( ( IMP
s�\S• L = 247.02'(M) i I
0 = 02'25'03"(RT.) I 61 L WE
C = 247.00'(M) j I LI
\ `'\ C.B. = N38'49'22"W(M) I I I PAR
d'- *PARCEL 3' LIFT STATION EASEMENT I rn 60'
<% �i OF p (O.R. 3673, PG. 2167) 2
NOT PLATTED L_ — -
\ FND 1 2 IR LB 68) OWNB:b W(LLIgM E + _ 0
�I Q9Y�P�Q1.@UBDI - - (�1
— — — (OR 7578, PG 1168) I o
\ DEED GAP
— _ z—1=I
\ 513.11' (D) o 0-'
tic Iro�TI to
\ \ \\ w �aU aEIII
z �wm u0i I -v
\ 3 a wa ��IIM
I- ono w�
'PARCEL 2' w w a o �tOnl) o h o
0 2s res \ > Wzz ail �o
z• i w�� a II �1
w
°°J �� \ \ �
\ y\
U
Z)0w (I
>
_____-362.4' QL —___
Zonad C -2r PONT OF
BEGINNNG I
\� \ 'PARCELS
s.\ \ 60' PUBLIC UTILITY- II 60'
\
11rp. \ EASEMENT, VACATED I N
\ RICHMOND AVENUEI
l°\ \ UI o N
G��OJ\\\ g) m o
N
I ISI U
'PARCEL r o n Cn
LJ
0r'S•7 ya\ 10 CL
MI 3
s�\ c ig a o I rn
� \ s �7
tto 0
o of
I3
0
� of u'
zI w
EAST LINE J
x. \ PARCEL 1
Zoned A-1 ��F \ \
\\ W �I
\ o^g
\ \ too II so
\ \ \InN vll
\ SII
\ �4
es \ ro
' as9 \ I
n
LEGEN D/ABBREVIATIONS:
OR
OFFICIAL RECORD BOOK
PB
PLAT BOOK
PG
PAGE
FND
FOUND
CM
CONCRETE MONUMENT
IR
IRON ROD
IP
IRON PIPE
SLY
SOUTHERLY
ELY
EASTERLY
R/W
RIGHT-OF-WAY
R
RADIUS
?
DELTA
L
LENGTH
CLF
CHAIN LINK FENCE
BWF
BARBED WIRE FENCE
EP
EDGE OF PAVEMENT
BCM
BURIED CABLE MARKER
POC
POINT OF COMMENCEMENT
POB
POINT OF BEGINNING
(D)
DESCRIPTION INFORMATION
LB
LAND SURVEY BUSINESS
RLS
REGESTERED LAND SURVEYOR
OHW
OVERHEAD WIRE
WPP
WOOD POWER POLE
-�
SIGN
0
TELEPHONE RISER
Cob
UTILITY POLE
C__
ANCHOR & GUYWIRE
O
WATER VALVE
QD
STORM MANHOLE
Z
0
FIRE HYDRANT
®
WELL
O
SET 1/2" IR (LS 4334)
LIFT STATION EASEMENT (O.R. 3576, CAREY L. HILL, TRUSTEE
PG 1183)
FND. 6"x6" C.M.
NO (I.D.)
N.E. COR., N.W. 1/4
SECTION 20-22-28
TEMPORARY CONSTRUCTION EASEMENT Zoned C-2 SET 5/8" I.R. & C. /
(O.R. 3576, PG. 1180) S89'56'50"E 1330.12'(C) (L.B. No. 2648)
zi
OWTRAL 'PARCEL 3A' --�\
1320.00' (D) (20 CHAP
S�— LIFT STATION EASEMENT (O.R. 3556,
NE �PG. 1437) /
CEL I TEMPORARY CONSTRUCTION EASEMENT / 0
A J (O.R. 3556, PG. 1434)
NOT PLATTED FLOOD ZONE X
1D' FLORIDA POWER DISTRIBUTION /
EASEMENT (O.R. 3756, PG. 663) S. LINE, N. 1/2, S.E.
o
(O.R. 3556, PG. 1437) / 2/0-22-W2.81/4, SEC.
4 z
J /
W 'PARCEL 2A'
o
¢U w
m
jm �
za
w 1322.51 (D)
1320.00 (D) 0 CHA. E_
POM OF / FLOOD ZONE AE \
BEGINNING
PARCEL 2A' / �a
WEST LINE r� P
PARCEL to
Lake Bennet
'PARCEL W I
I
WEST LINE
PARCEL 1A SET 5/8" I.R. &
C. (L.B. No. 2648)
460.00'(M) 1330.51'(C) 1321.54' D
589'48'26"W 1354.35
0
CO
N
Do I
CR N w
04 w
N N < O
0
O ¢ p
L U
vi
w
z
co
J
o N
U
g
m W M
z x 1
z L'im
0 U -11M
U
Lj- 48 0
z '1- a
z
m
w N
1' m
F-
0
J
U ` NORTHERLYR/W LINE
to
PONT OF o Parr OF `
COMMENCEMENT ^ o BEGINNING r
OVERALL S. LINE SECTION 20 o hl OVERALL - - - - - - - —
20 N89'44'53"E 130_6.37' C SEC�ON 20 N89'44'53"E 2661.10' - N
SEC"noN 29 N89'48'2eE 1321.54'(D) FND. BOLT IN WELL
FND. RR�1 SPIKE IN CUT 29 S.W. CORNER q R/W S.R. 50 BOX NO (I.D.)
NO (I.D.) S.E. 1/4, S.W. 1/4 �((I'I'� 1n
STATE ROAD 50 S.E. COR., S.W, 1/4
BEGNNNG SECTION 20-22-28
'PARCELW - — _ 150' RIGHT OF WAY AS PER F.D.O.T. R/W MAP SEC. 7505-(105) — SOUTHERLY R/W LINE —
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
NOTE:
THIS IS AN OVERALL PLAN THAT COMBINES
TWO SURVEYS PREPARED BY CEMS AND
DRMP. THE INTENT OF THIS PLAN IS TO
MERELY SHOW THE TWO DIFFERENT
SURVEYS ON ONE SHEET. REFER TO
ACTUAL SIGNED AND SEALED SURVEYS
FOR ACCURACY OF INFORMATION.
PRELIMINARY - NOT FOR CONSTRUCTION
V)
Z
1;h
6i
Z
Lu
Ctf
I\
(0 LO
- n
N
�-
J
Uo
V)
v Z
QW
z 0_000
- J-00
J Z
J m
>w
Q
a J
�0)
J
W Orn ..
U z((oz
Cn
- Q
> c)� 2
0
W
�O
W Ov0
W
�OxE
� N< 0
U
zt:3
F Q
(n
ULLJ
O
'
g 000 0
a. ' 1 0
o
Z
Lij
w
O 4-- v
CO U
Of
W
JO' -
W LLJ0 1`
Of r
W �vU
w
w
Q (D
0
m O
w
Z
0
Do
N
.E
aff
00
O
(N
I-
W
m
Z
I-
W
Q
C
IY
r')
d
r-)
n
0
Z
SHEET
17
O
00
N
Uo
Q
v Z
QW
z 0_000
- J-00
J Z
J m
>w
Q
a J
�0)
J
W Orn ..
U z((oz
W
- Q
> c)� 2
0
W
�O
W Ov0
O
�OxE
� N< 0
U
zt:3
F Q
ULLJ
O
'
g 000 0
a. ' 1 0
o
Z
Lij
w
O 4-- v
CO U
Of
W
JO' -
W LLJ0 1`
Of r
W �vU
w
w
Q (D
0
m O
w
Z
0
Do
N
1�
Z O
5-
00
Z
W
(N
SHEET
17
W
v Z
QW
_j
J Z
J m
>w
Q
a J
w<
rJ
>�
O
Q
W
ULLJ
~
O
Lij
w
Of
W
= .
�
�ry
Of r
m
w
N
m O
Z
0
.-
.-
1�
Z O
5-
Z
W
I-
W
m
Z
I-
W
Q
Cy_
IY
r')
d
r-)
n
SHEET
17
0)
W
U)
Q
n
ry
O
1
U)
z
O
Q
U
LL
r)
O
w
z
w
Q
ry
O
J
m
NW CORNER OF SW
OF SECTION 20-22-
FND N/D (NO ID)
oNvr
1263)
/Vo
A�gTT�'
60' 0' 30' 60'
SCALE 1" = 60'
s
o`00 �YRik f
Ss7, A'Og0
7,>0' F
0 stomp\ j 15' WATER LINE EASEMENT
0 �' p� - PER OR 4287, PG 2313 .1,
6, 6
std
SW COR OF S 1/2 OF NW 1/4
OF SW 1/4 OF SEC 20-22-28
S. LINE OF S 1/2 OF NW 1 4 \OF�S
S88'58'01"E (D) 290.79 f
I S88'55'42"E 291.18
FIN
0n
0000
FND 1/2" IR
FND 1/2" IR (LB 68)\
ALSO FND 4X4 CM RLS 1263)
0.4'N,0.1'W
UTILITY PE 5.9' NE
OF BOUNDAOLRY LINE
PORTION OF NW 1/4 OF SW 1 /4
OF SECTION 20-22-28
\'uN. FND 1/2° IR
POC -SW. CORNER OF
SW 1/4 OF SECTION 20-22-28
FND ND (LB 2856)
N89'32'16"W 2661.10' _
LAND DESCRIPTION: (COLBURN PORTION OF PARADISE PURCHASE)
FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE-QUARTER (SW 1/) OF SECTION 20,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST
ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST
CORNER OF THE SOUTH ONE-HALF (S 1/2) OF THE NORTHWEST ONE-QUARTER (NW %) OF THE
SOUTHWEST ONE (SW 1/) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG
THE SOUTH LINE OF SAID SOUTH ONE (S %) OF THE NORTHWEST ONE-QUARTER (NW 4)
OF THE SOUTHWEST ONE-QUARTER (SW 1/) A DISTANCE OF 290.79 FEET TO THE EASTERLY
RIGHT-OF-WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35°20'45 EAST ALONG
SAID EASTERLY RIGHT-OF-WAY LINE 190.92 FEET; THENCE NORTH 54'32'54" EAST, 36.39 FEET;
THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTH,
HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59", AN ARC DISTANCE OF
199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG THE ARC OF SAID
REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 640.78 FEET, A CENTRAL
ANGLE OF 04'01'45", AN ARC DISTANCE OF 45.06 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE EASTERLY ALONG SAID CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF
640.78 FEET, A CENTRAL ANGLE OF 11'08 39 , AN ARC DISTANCE OF 124.63 FEET; , THENCE
SOUTH 88'47'11" EAST, 541.27 FEET; THENCE SOUTH 00°12'01" WEST ALONG THE EAST LINE OF
THE SOUTHWEST ONE-QUARTER (SW 1/) OF THE SOUTHWEST ONE-QUARTER (SW 1/) OF SECTION
20, A DISTANCE OF 434.56 FEET; THENCE NORTH 89' 13'59" WEST ALONG THE NORTH LINE OF
THE SOUTH 1.96 CHAINS OF THE NORTH ONE-HALF (N %) OF THE SOUTHWEST ONE-QUARTER
(SW 1/) OF THE SOUTHWEST ONE-QUARTER (SW %) OF SECTION 20, A DISTANCE OF 632.63
FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CLARCONA OCOEE ROAD, SAID
POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET;
THENCE FROM A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE
ARC OF SAID CURVE AND SAID EASTERLY RIGHT-OF-WAY LINE 53.98 FEET THROUGH A CENTRAL
ANGLE OF 00'32'21 "; THENCE NORTH 00'12'59" EAST, 408.92 FEET TO THE POINT OF BEGINNING.
SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 6.668 ACRES,
MORE OR LESS.
CADD FILE: \PROJDATA\COL13URN\PARADISE-BND-CLOSE-REV2.DWG
-
25
0
2" IP (LB 68) 0.1'
NOT PLATTED
r'p, OWNER: CAMBRIA
(OR 3517, PG 1374)
I
1(39.03'
p=51 ' 49'59"
LEGEND/ABBREVIATIONS:
OR
OFFICIAL RECORD BOOK
PB
PLAT BOOK
PG
01/31/05
RO
REVISED COMMITMENT INFO
-
-
01/19/05
RO
REVISED COMMITMENT INFO
-
253/40
12/16/04
RO
ALTA & REVISE NORTH BOUNDARY
-
253/27
10/5/04
RO
BOUNDARY SURVEY
-
FB PG
DATE
DRAWN
REVISION
I CKD
25
0
2" IP (LB 68) 0.1'
NOT PLATTED
r'p, OWNER: CAMBRIA
(OR 3517, PG 1374)
I
1(39.03'
p=51 ' 49'59"
LEGEND/ABBREVIATIONS:
OR
OFFICIAL RECORD BOOK
PB
PLAT BOOK
PG
PAGE
FND
FOUND
CM
CONCRETE MONUMENT
IR
IRON ROD
IP
IRON PIPE
SLY
SOUTHERLY
ELY
EASTERLY
R/W
RIGHT-OF-WAY
R
RADIUS
A
DELTA
L
LENGTH
CLF
CHAIN LINK FENCE
BWF
BARBED WIRE FENCE
EP
EDGE OF PAVEMENT
BCM
BURIED CABLE MARKER
POC
POINT OF COMMENCEMENT
POB
POINT OF BEGINNING
(D)
DESCRIPTION INFORMATION
LB
LAND SURVEY BUSINESS
RLS
REGESTERED LAND SURVEYOR
OHW
OVERHEAD WIRE
WPP
WOOD POWER POLE
(AFFECTS A PORTION OF THE SUBJECT PARCEL - NOT PLOTTABLE)
SIGN
TSR
TELEPHONE RISER
CcL>
UTILITY POLE
E
ANCHOR & GUYWIRE
WOV
WATER VALVE.
0
STORM MANHOLE
ITEM 16 EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2313. (SHOWN
FIRE HYDRANT
Q
WELL
0
SET 1/2" IR (LS 4334)
LAND DESCRIPTION: (OVERALL PARCEL)
FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE-QUARTER (SW %) OF SECTION 20,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST
ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383.54 FEET TO THE SOUTHWEST
CORNER OF THE SOUTH ONE-HALF (S 1/i) OF THE NORTHWEST ONE-QUARTER (NW %) OF THE
SOUTHWEST ONE-QUARTER (SW 1/4) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG
THE SOUTH LINE OF SAID SOUTH ONE-HALF (S %) OF THE NORTHWEST ONE-QUARTER (NW %)
OF THE SOUTHWEST ONE-QUARTER (SW %) A DISTANCE OF 290.79 FEET TO THE EASTERLY
RIGHT-OF-WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG
SAID EASTERLY RIGHT-OF-WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH
5432'54" EAST, 36.39 FEET; THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING
CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59",
AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY
ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF
640.78 FEET, A CENTRAL ANGLE OF 15'10'24", AN ARC DISTANCE OF 169.69 FEET; THENCE
SOUTH 88'47'11" EAST, 541.27 FEET; THENCE SOUTH 00'12'01" WEST ALONG THE EAST LINE OF
THE SOUTHWEST ONE-QUARTER (SW %) OF THE SOUTHWEST ONE-QUARTER (SW %) OF SECTION
20, A DISTANCE OF 434.56; THENCE NORTH 89'13'59" WEST ALONG THE NORTH LINE OF THE
SOUTH 1.96 CHAINS OF THE NORTH ONE-HALF (N %) OF THE SOUTHWEST ONE-QUARTER (SW
1/4) OF THE SOUTHWEST ONE-QUARTER (SW 1/) OF SECTION 20, A DISTANCE OF 632.63 FEET TO
A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING
ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 5735.72 FEET; THENCE FROM
A TANGENT BEARING OF NORTH 36'51'05" WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID
CURVE AND SAID EASTERLY RIGHT-OF-WAY LINE 150.71 FEET THROUGH A CENTRAL ANGLE OF
1'30'20" TO THE POINT OF TANGENCY; THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY
RIGHT-OF-WAY LINE 353.96 FEET TO THE POINT OF BEGINNING.
SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 8.060 ACRES,
MORE OR LESS.
NOT PLATTED
NOTE #8) R/W PER EXISTING MONUMENTA11ON AND PREVIOUS SURVEY BY OTHERS
MAINE STREET(R/W VARIES -SEE NOTE 05)
27'S. LINE OF NW. 1/4 OF SW, 1/4 OF SECTION 20-22-28--o"—
0,, 1»
259.59SLY R/W S88'47'11 "E 539.25'
FND 4X4 CM (NO ID)
0.4'N,0.1'W
I FND 4X4 CM (RLS 1263)
�_ 2 �'0.G+
� �+
oy FIRE HYDRANT 4.0'" R _6 Q 79 i 9 69'
V
�i NE OF BOUNDARY A---04001'45" �' _l 5 • '
UTILITY POLE1 0 24
NE OF 8 A
N54032'54"E L= 45.06' °08'39"
oN _/ 36.39' L= 124.63'
OVERALL PARCEL AND CAMBRIA PORTION OF COLBURN PORTION
CAMBRIA PARADISEPORTION PURCHASE F PARADISE PURCHASE OF PARADISE PURCHASE
0�9
SE CORNER OF OF SW. 1/4 OF
SECTION 20-22-28
FND BOLT IN WELL BOX (NO ID)
UTILITY POLE 1.6'
NE OF BOUNDARY
�O,
mss,.
N
N
0;
FND 1/2 IR (LB 68) OWNER: WILLIAM E. & JOHN DAVID COLBURN
¢mom
00
CD
CD
I pa. o
a o
3:W
SUBJECT TO THE FOLLOWING MATTERS:
Iowa
oa
In
mow
N
N
0wCO
POLE 1.2'
O
.UTILITY
SW OF BOUNDARY I
z
\ 15' WATER LINE EASEMENT 1 PER OR 4287, PG 2313
\FND 1/2" IR (LB P8)
LAND DESCRIPTION: (CAMBRIA PORTION OF PARADISE PURCHASE) \
FROM THE SOUTHWEST CORNER OF THE SOUTHWEST ONE-QUARTER (SW 1/) OF SECTION 20,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 00'14'15" EAST
ALONG THE WEST LINE OF SAID SECTION 20 A DISTANCE OF 1383:54 FEET TO THE SOUTHWEST
CORNER OF THE SOUTH ONE-HALF (S 1/i) OF THE NORTHWEST ONE-QUARTER (NW %) OF THE
SOUTHWEST ONE-QUARTER (SW 1/) OF SAID SECTION 20; THENCE SOUTH 88'58'01" EAST ALONG
THE SOUTH LINE OF SAID SOUTH ONE-HALF (S 34) OF THE NORTHWEST ONE-QUARTER (NW %)
OF THE SOUTHWEST ONE-QUARTER (SW %) A DISTANCE OF 290.79 FEET TO THE EASTERLY
RIGHT-OF-WAY LINE OF CLARCONA OCOEE ROAD; THENCE RUN SOUTH 35'20'45" EAST ALONG
SAID EASTERLY RIGHT-OF-WAY LINE 190.92 FEET TO THE POINT OF BEGINNING; THENCE NORTH
54'32'54" EAST, 36.39 FEET; THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING
CONCAVE TO THE SOUTH, HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 51'49'59",
AN ARC DISTANCE OF 199.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY
ALONG THE ARC OF SAID REVERSE CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF
640.78 FEET, A CENTRAL ANGLE OF 04°01'45", AN ARC DISTANCE OF 45.06 FEET; THENCE SOUTH
00'12'59" WEST, A DISTANCE OF 408.92 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY
LINE OF CLARCONA OCOEE ROAD, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 5735.72 FEET; THENCE FROM A TANGENT BEARING OF NORTH 36'18'43"
WEST RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY RIGHT-OF-WAY
LINE 96.73 FEET THROUGH A CENTRAL ANGLE OF 00'57'58" TO THE POINT OF TANGENCY;
THENCE NORTH 35'20'45" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE 353.96 FEET TO THE
POINT OF BEGINNING.
SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 1.392 ACRES,
MORE OR LESS.
CEMS Consultants, Inc.
CIVIL ENGINEERING o MAPPING o SURVEYING
120 EAST MAPLE STREET
WINTER GARDEN, FLORIDA 34787
(407)877-7979 L.B. NO. 5257
wIN: e 1lIIORaN
TAN BRG N36°18'43"W
X00°57'58"
L=96.73'
TAN BRG N36°51'05"W
Q=00°32'21"
53.98'
L=
/15'ATER LINE EASEMENT
PER OR 4287, PG 2317
NOT PLATTED
OWNER: WILLIAM E. & JOHN DAVID COLBURN
(OR 7578, PG 1168)
S88'47'11 "E 541.27'
COLBURN PORTION OF
PARADISE PURCHASE
PORTION OF SW 1/4 OF SW 1/4
OF SECTION 20-22-28
(VACANT LAND — NO BUILDINGS)
N. UNE OF S. 1.96 CHAINS OF N. 1/2 OF SW 1/4 OF SW 1/4 SECTION 20-22-28
N89013'59"W 632.63'
EP
�- EP
114.91'\ \ I
\
FND 4X4 CM (RLS 1
II I
10' UTILITY EASEMENT �I
PER OR .3673, PG 216 I I
� I I
� I I
� I
o II^
I
CL IIU-1 of
D CO
ZC.)(a II
I
¢moo I I
o
Ww
mon. 1
xZ�_ i I
�Fw
w¢w I�
0f`n ' I
6('w I
p= (10
6.=:3 I
>a� I�
OR
�* 1 N
N
�I N
M
� tl
OI V)
I
0
II
iV)
�I o
I
TEMPORARY CONSTRUCTION EASEMENT �I 3
PER OR 3673, PG 2163 I N
52'x75') ' I o
I w
I T -I UTILITY EASEMENTPER OR 3673, PG 2167
7'x30')�.I1
FENCE CORNER
4.1' N, 29.5' W LIFT STATION
OF BOUNDARY I IMPRO MATEEN
TS
CORNER ( NOT L F CD
I I 6 CL
0
I o
a W
a a
NOT'PLATTED
w ;
0;
FND 1/2 IR (LB 68) OWNER: WILLIAM E. & JOHN DAVID COLBURN
¢mom
to
m�
(OR 7578, PG 1168)
41232791 CA, REVISION C, ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, EFFECTIVE
I pa. o
a o
SUBJECT TO THE FOLLOWING MATTERS:
Iowa
oa
mow
ow
ITEM 7 SEWER SERVICE TERRITORIAL AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3894,
0wCO
W(n
5896, PAGE 3531 AND IN OFFICIAL RECORDS BOOK 6432, PAGE 2130. (AFFECTS THE ENTIRE
Z w
rnw
a
w a
Qzv,w
ITEM 8 WASTE WATER DEVELOPER'S AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3947,
Qw�
aw�
THE SUBJECT PARCEL - NOT PLOTTABLE)
UUPU��
ITEM 9 WATER SERVICE TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 4034,
Q
>¢m
>a�
.••
ALTA/ACSM LAND TITLE SURVEY
BOUNDARY SURVEY
FIELD SURVEY DATE: 10/5/04 & 12/16/04
M
00
a
=) CO
rn
ZUw
ago
M0wa
C.)0w
aU
o�Q
ZONw
>¢F:
TITLE COMMITMENT NOTES:
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINERS, RIGHT -OF WAYS, EASEMENTS,
OWNERSHIP OR OTHER INSTRUMENTS OF RECORD EXCEPT AS FURNISHED BY TITLE COMMITMENT NO.
41232791 CA, REVISION C, ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, EFFECTIVE
DATE JANUARY 5,2005. ACCORDING TO SAID COMMITMENT, THE PROPERTY SHOWN HEREON IS
SUBJECT TO THE FOLLOWING MATTERS:
ITEM 6 UTILITY EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE 2167; AS ASSIGNED
IN OFFICIAL RECORDS BOOK 3947, PAGE 739. (SHOWN HEREON)
ITEM 7 SEWER SERVICE TERRITORIAL AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3894,
PAGE 1363, AS AMENDED IN OFFICIAL RECORDS BOOK 4702, PAGE 2589, OFFICIAL RECORDS BOOK
5896, PAGE 3531 AND IN OFFICIAL RECORDS BOOK 6432, PAGE 2130. (AFFECTS THE ENTIRE
PARCEL - NOT PLOTTABLE)
ITEM 8 WASTE WATER DEVELOPER'S AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3947,
PAGE 1188, AS AMENDED IN OFFICIAL RECORDS BOOK 4476, PAGE 1320. (AFFECTS A PORTION OF
THE SUBJECT PARCEL - NOT PLOTTABLE)
ITEM 9 WATER SERVICE TERRITORIAL AGREEMENT, RECORDED IN OFFICIAL RECORDS BOOK 4034,
Q
PAGE 291, RE-RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 367, AS AMENDED IN OFFICIAL
RECORDS BOOK 4702, PAGE 2576 AND OFFICIAL RECORDS BOOK 6432, PAGE 2116. (AFFECTS THE
}W-
ENTIRE PARCEL - NOT PLOTTABLE)
~
Q
ITEM 10 CONSTRUCTION AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 336.
J
(AFFECTS A PORTION OF THE SUBJECT PARCEL - NOT PLOTTABLE)
ITEM 11 EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2317. (SHOWN
DIRT TRAIL
HEREON)
LOT 12, BLOCK 5ITEM
12 DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 5623, PAGE 2313.
z
(AFFECTS A PORTION OF THE SUBJECT PARCEL - NOT PLOTTABLE)
MAP OF OCOEE
BY IMPROVEMENTS ON ADJACENT PROPERTY, (ii) ENCROACHMENTS ON ADJACENT, PROPERTY, STREETS,
(PB A, PG 100)
ITEM 13 EASEMENTS AS RESERVED IN THAT CERTAIN RESOLUTION NO. 99-08, RECORDED IN
OFFICIAL RECORDS BOOK 5689, PAGE 830. (SHOWN HEREON)
ITEM 15 SPECIAL SEWER SERVICE AVAILABILITY AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK
3889, PAGE 330. (AFFECTS A PORTION OF THE SUBJECT PARCEL- NOT PLOTTABLE)
Li
ITEM 16 EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 4287, PAGE 2313. (SHOWN
BROKEN WPP
HEREON )
AND TELEPHONE RISER
(f) THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE
ITEM 17 RECIPROCAL EASEMENT AGREEMENT WITH COVENANTS; CONDITIONS AND RESTRICTIONS TO
O
BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (NOT PLOTTABLE)
MAINE STREET
ITEM 20 DECLARATION OF COVENANTS AND CONDITIONS OF OCOEE PROPERTY OWNERS'
30' R/W-PB A, PG 100
ASSOCIATION TO BE RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (NOT
PLOTTABLE)
ITEM 21 TEMPORARY CONSTRUCTION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3673, PAGE
2163; AS ASSIGNED IN OFFICIAL RECORDS BOOK 3947, PAGE 739. (SHOWN HEREON)
M
00
a
=) CO
rn
ZUw
ago
M0wa
C.)0w
aU
o�Q
ZONw
>¢F:
6011 to] I • •
FOR THE FIRM BY:_---
WILLIAM J. BLACKHAM
PROFES$IONAL SURVEYOR
DATE:) -3 _ FLORIDA REGISTRATION NO. 4334
SCALE: 1 JOB NO.
1 "= 60' 11241.001
NOTES:
1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
2. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'14'01" EAST
ALONG THE WEST LINE OF THE SOUTHWEST ONE-QUARTER (SW 1/) OF SECTION 20-22-28 AS
SHOWN HEREON.
3. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, MAP
NO.12095CO220 E, EFFECTIVE DATE DECEMBER 6, 2000, THIS PARCEL LIES IN FLOOD ZONE "X".
4. UNDERGROUND IMPROVEMENTS (IF ANY) SUCH AS FOUNDATIONS AND UTILITIES HAVE NOT BEEN
LOCATED AS PART OF THIS SURVEY.
5. RIGHT-OF-WAY LINES SHOWN HEREON ARE BASED ON EXISTING MONUMENTATION AND THE
RETRACEMENT OF PREVIOUS SURVEYS BY OTHERS. RECORDED DOCUMENTATION FOR RIGHT-OF-WAY
DEDICATION WAS NOT PROVIDED TO CEMS CONSULTANTS, INC.
6. THE LAND DESCRIPTION SHOWN HEREON WAS PREPARED BY CEMS CONSULTANTS, INC. BASED
ON INFORMATION PROVIDED BY THE CLIENT. THE LANDS DEPICTED HEREON LIE WITHIN THE LANDS
DESCRIBED IN THE TITLE COMMITMENT PROVIDED TO CEMS CONSULTANTS, INC.
Q
7. NAMES AND RECORDING DATA FOR NOT _PLATTED ADJOINERS WERE OBTAINED FROM THE ORANGE
COUNTY PROPERTY APPRAISERS WEBSITE AND WERE NOT VERIFIED BY CEMS CONSULTANTS, INC.
}W-
ALL RIGHTS-OF-WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE
~
Q
8. THERE ARE NO BUILDINGS ON THE SUBJECT PROPERTY.
J
PROPERTY; (iii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY SHOWING THE
NUMBER OF PARKING SPACES PROVIDED THEREBY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS
DIRT TRAIL
PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME THEREOF; AND
0
(v) OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY;
z
(b) EXCEPT AS SET FORTH BELOW, THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY
6011 to] I • •
FOR THE FIRM BY:_---
WILLIAM J. BLACKHAM
PROFES$IONAL SURVEYOR
DATE:) -3 _ FLORIDA REGISTRATION NO. 4334
SCALE: 1 JOB NO.
1 "= 60' 11241.001
SURVEYOR'S CERTIFICATE:
CERTIFIED FOR THE EXCLUSIVE BENEFIT OF:
AMSOUTH BANK, AN ALABAMA STATE CHARTERED BANK
FOLEY & LARDNER, LLP, ATTORNEYS AT LAW
WIN-OCOEE, LTD.
WIN-OCOEE II, LTD.
FORLIZZO LAW GROUP, P.A.
WILLIAM E. COLBURN AND DAVID JOHN COLBURN
WGML INVESTMENTS, LTD., A FLORIDA LIMITED PARTNERSHIP
JDF REAL ESTATE & INVESTMENTS, LTD., A FLORIDA LIMITED PARTNERSHIP
WINDERWEEDLE, HAINES, WARD & WOODMAN, P.A.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
WALGREEN CO., AN ILLINOIS CORPORATION
I HEREBY CERTIFY THAT ON THE 16TH DAY OF DECEMBER, 2004:
(a) THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND
CORRECTLY SHOWS (i) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE,
LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS THEREON AND THE DISTANCE THEREFROM TO
THE NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (ii) THE LOCATION OF
ALL RIGHTS-OF-WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OF WHICH I HAVE KNOWLEDGE
OR HAVE BEEN ADVISED, WHETHER OR NOT OF RECORD) AFFECTING OR BENEFITING THE SUBJECT
PROPERTY; (iii) THE LOCATION OF THE PARKING AREAS ON THE SUBJECT PROPERTY SHOWING THE
NUMBER OF PARKING SPACES PROVIDED THEREBY; (iv) ALL ABUTTING DEDICATED PUBLIC STREETS
DIRT TRAIL
PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME THEREOF; AND
- - — — — -
(v) OTHER SIGNIFICANT ITEMS ON THE SUBJECT PROPERTY;
(b) EXCEPT AS SET FORTH BELOW, THERE ARE NO (i) ENCROACHMENTS UPON THE SUBJECT PROPERTY
BY IMPROVEMENTS ON ADJACENT PROPERTY, (ii) ENCROACHMENTS ON ADJACENT, PROPERTY, STREETS,
OR ALLEYS BY ANY IMPROVEMENTS ON THE SUBJECT PROPERTY; (iii) PARTY WALLS; OR (iv) CONFLICTS
OR PROTRUSIONS. THERE ARE NO EXCEPTIONS TO THE ABOVE STATEMENT;
(c) INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY BLUFORD AVENUE, THE
SAME BEING PAVED, PUBLIC RIGHT-OF-WAY MAINTAINED BY THE CITY OF OCOEE;
Li
(d) NO REQUIRED BUILDING SET -BACK LINES ON THE SUBJECT PROPERTY ARE SHOWN HEREON;
(e) THE PROPERTY DOES NOT LIE WITHIN A FLOOD PLAIN OR FLOOD PRONE AREA;
Q
J
(f) THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE
OF FLORIDA.
O
I FURTHER CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT
IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL
z
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY
ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND
INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY
STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE
DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE
POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS
MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL
TOLERANCE.
6011 to] I • •
FOR THE FIRM BY:_---
WILLIAM J. BLACKHAM
PROFES$IONAL SURVEYOR
DATE:) -3 _ FLORIDA REGISTRATION NO. 4334
SCALE: 1 JOB NO.
1 "= 60' 11241.001
TiTLE NOTE:
This property is further subject to exceptions, matters, easements, terms, conditions, agreements,
and encumbrances as provided to this surveyor by Forlizzo Law Group, P.A., in Schedule B— Section
2 of the Commonwealth Land Title Insurance Company Commitment for Title Insurance, Order
Number 41158236CA Revision E, dated January 21, 2005 at 8:00 A.M. including, but not limited to,
the following items recorded in the Public Records of Orange County, Florida (item numbering is
consistent with Schedule B— Section 2):
6. Easement recorded in Official Records Book 3556, Page 1437 and Temporary Utility Easement
recorded in Official Records Book 3556, Page 1434, both in favor of Prima Vista Utility Company,
Inc., as assigned to the City of Ocoee by Assignment of Easements recorded in Official Records
Book 3947, Page 739, Public Records of Orange County, Florida. (AFFECTS PARCEL 3A)
7. Distribution Easement in favor of Florida Power Corporation recorded in Official Records Book
3756, Page 663, Public Records of Orange County, Florida. (AFFECTS PARCELS 1A, 2A & 3A)
8. Prima Vista Utility Company, Inc./BML Investments/Jerome Feinstein Sewer Service Agreement
recorded in Official Records Book 3854, Page 2564. (AFFECTS, BLANKET)
9. Orange County/Prima Vista Utility Company, Inc. Sewer Service Territorial Agreement recorded in
Official Records Book 3894, Page 1363, and Amendments recorded in Official Records Book 4476,
Page 1320, Official Records Book 4702, Page 2589, Official Records Book 5896, Page 3531 and
Official Records Book 6432, Page 2130. (AFFECTS, BLANKET)
10. Orange County/City of Ocoee Water Service Territorial Agreement recorded in Official Records
Book 4034, Page 291, rerecorded in Official Records Book 4102, Page 367, and amended by
Amendments recorded in Official Records Book 4702, Page 2576 and Official Records Book 6432,
Page 2116. (AFFECTS, BLANKET)
11. City of Ocoee Waste Water Developer's Agreement recorded in Official Records Book 3947, Page
1429, Amendment recorded in Official Records Book 4476, Page 1320. (AFFECTS, BLANKET)
12. City of Ocoee Development Agreement Contract No. D88-14 recorded in Official Records Book
4085, Page 105. (AFFECTS, BLANKET)
13. Easement as reserved in Resolution recorded in Official Records Book 5689, Page 830. (AFFECTS
PARCELS 1 A. 2A, 3A, 1, 2, 3, GAP PARCEL & PARCEL 4)
20. Utility Easement in favor of Prima Vista Utility Company, Inc, recorded in Official Records Book
3673, Page 2167, as assigned to the City of Ocoee by Assignment recorded in Official Records Book
3947, Page 739. (AFFECTS PARCEL 4)
21. Terms and conditions of Easement Agreements with the City of Ocoee recorded in Official
Records Book 4287, Page 2317 and Official Records Book 4287, Page 2313. (As to Parcels 3 and
4) (AFFECTS PARCELS 1, 2 AND GAP PARCEL)
22. Terms, conditions and provisions of that certain Waster Water Developer's Agreement No.
OWW-87-10, recorded in Official Records Book 3947, Page 1188, as amended by Amendment
recorded in Official Records Book 4476, Page 1320. (AFFECTS, BLANKET)
23. Terms, conditions and provisions of that certain Development Agreement recorded in Official
Records Book 5623, Page 2313. (AFFECTS, BLANKET)
24. Temporary Utility Easement recorded in Official Records Book 3576, Page 1180. (AFFECTS,
PARCEL 3A)
25. Utility Easement recorded in Official Records Book 3576, Page 1183. (AFFECTS, PARCELS 3A)
26. Terms. conditions and provisions of that certain Special Sewer Service Availability Agreement,
Contract No. S-86-14 recorded in Official Records Book 3889, Page 330. (As to Parcels 1, 2, 3
and GAP PARCEL.)
.0.8. PARCEL 3
1 CHA- l'o.00 a�
a d
��
LES -OUT �
Q ) t
o
eN Z
O Oo / Z
v W09
F P ca
SW CORNER
I
or
10
PROFESSIONAL
VICINITY MAP
NOT TO SCALE
J
NOTE:
SEE SHEET 2 OF 3 FOR BOUNDARY INFORMATION
DATE REVISIONS I REVISED BY I CHECKED BY
0
c9�'o
0 1P
6
2/28/05
2/3/05
1/28/05
1/26/05
DATE
TEMPORARY CONSTRUCTION EASEMENT
LEGAL DESCRIPTION (O.R. 3556, Page 1434)
The West 75 feet of that part of the Southeast 1/4 of Section 20, T22S, R28E, Orange County, Florida lying South of parcel A as described
below and lying North of parcel B as described below:
Parcel A
The North 1/2 of the Southeast 1/4 of the Southwest 1/4 (less 1.96 chains off the South side) Section 20, T22S, R28E, Orange County,
Florida.
Parcel B
Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of sold Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20; T22S, R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
LIFT STATION EASEMENT
LEGAL DESCRIPTION (O.R. 3556, Page 1437)
The North 30 feet of the West 30 feet of the following described land:
Commence at the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
FLORIDA POWER DISTRIBUTION EASEMENT
LEGAL DESCRIPTION (O.R. 3756. Page 663)
The West 10 feet of the following described land:
Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S. R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
UTILITY EASEMENT
LEGAL DESCRIPTION (O.R. 3673. Page 2167)
The East 10 feet of that part of the Southwest 1/4 of the Southwest 1/4 Section 20. T22S, R28E, Orange County. Florida lying North of
State Road No. 50. East of Ocoee—Clarcona Road and South of Maine Street.
PERPETUAL EASEMENT
LEGAL DESCRIPTION (O.R. 4287, Page 2317)
The Westerly 15.00 feet of the following described parcel:
With a bearing of West on the South line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated
478.8 feet North and 6 feet West of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range
10 East, thence run parallel to sold Section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees, 47
minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East 29.05 feet to a
point 73.49 feet North and 4.5 feet West of the said Southwest comer of the Southeast 1/q4 of the Southwest 1/4 of Section 20. Township 22
South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the Point of Beginning.
AND:
With a bearing of West on the South line of the Southwest 1/4 of Section 20. Township 22 South. Range 28 East, begin at a point situated
478.8 feet North and 6 feet West of the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range
28 East, thence run parallel to sold Section line West 362.4 .feet North 39 degrees, 47 minutes. 10 seconds West along said right of way line
210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with
said Section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the Point of Beginning.
AND:
Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East and
run East 10 chains; South 10.43 chains; West 10 chains; North 10.68 chains to the Point of Beginning; less the right of way for the A.C.L.
Railroad and the right of way of State Road.
SURVEYOR'S NOTES:
1. No underground Installations or improvements were located, except as shown.
2. The bearings shown hereon are based on the south line of the Southwest 1/4 of Section 20. Township 22 South, Range 28 East,
Orange County, Florida, as being North 8944'53" East (assumed).
3. The subject property is Zoned C-2, City of Ocoee (Community Commercial District).
4. PARCELS 1A and 2A as described in O.R. Book 3827, Page 4258 create an overlap as shown. Parcel 2A as described In O.R. Book
3827, Page 4258 creates an overlap as shown with Parcel 3A being a less out of those land described in O.R. Book 3831, Page 151.
5. The westerly property line of subject property (northeasterly right of way line of Bluford Avenue) was established by using recovered
monumentation along the said right of way line together with adjacent parcel deeds. The initial research by this surveyor in July 2002,
to otherwise establish said right of way line (including attempting to obtain right of way maps from City of Ocoee and the State of
Florida, utilizing tax maps and legal documentation) proved to be ineffective. Subsequent research in November 2003, to receive
verification of the placement of sold right of way line from the city and state also turned up no further useful information.
6. Tree survey completed October 10. 2003. Any changes to tree status has not been updated by this Surveyor.
REVISED SCALE TO FIT 2406 SHEETS
REVISED TITLE NOTE
REVISED LEGAL DESCRIPTION AND NOTES
REVISED LEGAL DESCRIPTIONS
REVISIONS
0 WARNING 1
FMH AAS
FMH AAS IF THIS BAR DOES
FMH AAS NOT MEASURE 1"
THIS COPY OF
FMH AAS THIS DOCUMENT IS,
NOT TO SCALE
REVISED BY I CHECKED BY
CADD
NAME
DATE
FIELD BY
RS\TT\DV
10/20/03
DRAWN BY
z
a
9,p4�
y
0
CWi
'A0
�
J_
Py
.SCHAEFE
VICINITY MAP
NOT TO SCALE
J
NOTE:
SEE SHEET 2 OF 3 FOR BOUNDARY INFORMATION
DATE REVISIONS I REVISED BY I CHECKED BY
0
c9�'o
0 1P
6
2/28/05
2/3/05
1/28/05
1/26/05
DATE
TEMPORARY CONSTRUCTION EASEMENT
LEGAL DESCRIPTION (O.R. 3556, Page 1434)
The West 75 feet of that part of the Southeast 1/4 of Section 20, T22S, R28E, Orange County, Florida lying South of parcel A as described
below and lying North of parcel B as described below:
Parcel A
The North 1/2 of the Southeast 1/4 of the Southwest 1/4 (less 1.96 chains off the South side) Section 20, T22S, R28E, Orange County,
Florida.
Parcel B
Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of sold Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20; T22S, R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
LIFT STATION EASEMENT
LEGAL DESCRIPTION (O.R. 3556, Page 1437)
The North 30 feet of the West 30 feet of the following described land:
Commence at the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
FLORIDA POWER DISTRIBUTION EASEMENT
LEGAL DESCRIPTION (O.R. 3756. Page 663)
The West 10 feet of the following described land:
Commence at the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S, R28E; run North 514.99 feet; thence
East 1322.51 feet; thence South 513.48 feet to the Southeast comer of the Southeast 1/4 of the Southwest 1/4 of said Section 20; thence
West 1321.54 feet to the Point of Beginning.
LESS the Right of Way for S.R. 50.
Also commence at a point 7.78 chains North of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, T22S. R28E;
run North 4.18 chains; thence East 20.0 chains; thence South 4.18 chains; thence West 20.0 chains to the Point of Beginning."
UTILITY EASEMENT
LEGAL DESCRIPTION (O.R. 3673. Page 2167)
The East 10 feet of that part of the Southwest 1/4 of the Southwest 1/4 Section 20. T22S, R28E, Orange County. Florida lying North of
State Road No. 50. East of Ocoee—Clarcona Road and South of Maine Street.
PERPETUAL EASEMENT
LEGAL DESCRIPTION (O.R. 4287, Page 2317)
The Westerly 15.00 feet of the following described parcel:
With a bearing of West on the South line of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated
478.8 feet North and 6 feet West of the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range
10 East, thence run parallel to sold Section line West 362.4 feet to the East right of way line of State Road, thence run South 39 degrees, 47
minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds East 29.05 feet to a
point 73.49 feet North and 4.5 feet West of the said Southwest comer of the Southeast 1/q4 of the Southwest 1/4 of Section 20. Township 22
South, Range 28 East, thence run North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the Point of Beginning.
AND:
With a bearing of West on the South line of the Southwest 1/4 of Section 20. Township 22 South. Range 28 East, begin at a point situated
478.8 feet North and 6 feet West of the Southwest comer of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range
28 East, thence run parallel to sold Section line West 362.4 .feet North 39 degrees, 47 minutes. 10 seconds West along said right of way line
210.3 feet, thence run along the arc of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with
said Section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2 feet to the Point of Beginning.
AND:
Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East and
run East 10 chains; South 10.43 chains; West 10 chains; North 10.68 chains to the Point of Beginning; less the right of way for the A.C.L.
Railroad and the right of way of State Road.
SURVEYOR'S NOTES:
1. No underground Installations or improvements were located, except as shown.
2. The bearings shown hereon are based on the south line of the Southwest 1/4 of Section 20. Township 22 South, Range 28 East,
Orange County, Florida, as being North 8944'53" East (assumed).
3. The subject property is Zoned C-2, City of Ocoee (Community Commercial District).
4. PARCELS 1A and 2A as described in O.R. Book 3827, Page 4258 create an overlap as shown. Parcel 2A as described In O.R. Book
3827, Page 4258 creates an overlap as shown with Parcel 3A being a less out of those land described in O.R. Book 3831, Page 151.
5. The westerly property line of subject property (northeasterly right of way line of Bluford Avenue) was established by using recovered
monumentation along the said right of way line together with adjacent parcel deeds. The initial research by this surveyor in July 2002,
to otherwise establish said right of way line (including attempting to obtain right of way maps from City of Ocoee and the State of
Florida, utilizing tax maps and legal documentation) proved to be ineffective. Subsequent research in November 2003, to receive
verification of the placement of sold right of way line from the city and state also turned up no further useful information.
6. Tree survey completed October 10. 2003. Any changes to tree status has not been updated by this Surveyor.
REVISED SCALE TO FIT 2406 SHEETS
REVISED TITLE NOTE
REVISED LEGAL DESCRIPTION AND NOTES
REVISED LEGAL DESCRIPTIONS
REVISIONS
0 WARNING 1
FMH AAS
FMH AAS IF THIS BAR DOES
FMH AAS NOT MEASURE 1"
THIS COPY OF
FMH AAS THIS DOCUMENT IS,
NOT TO SCALE
REVISED BY I CHECKED BY
CADD
NAME
DATE
FIELD BY
RS\TT\DV
10/20/03
DRAWN BY
RS\MN
11/20/03
CHECKED BY
D.HOLT
11/20/03
APPROVED BY
.SCHAEFE
11/20/03
FILE: FILENAME
LEGAL DESCRIPTION:
(O.R. 3827, Page 4258)
Parcel 1A:
"Commence at the SW comer of the SE 1/4 of the SW 1/4 of Section 20,Township 22 South, Range 28 East, Orange County, Florida; run north a distance of 514.99 feet;
thence run east a distance of 1322.51 feet; thence run south a distance of 513.48 feet of the SE comer of the SE 1/4 of the SW 1/4 of sold Section 20; thence run west a
distance of 1321.54 feet to the Point of Beginning; Less road right of way for State Road No. 50.'
Parcel 2A:
"Commencing at a point 7.78 chains north of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County. Florida; run
north a distance of 4.18 chains; thence run east a distance of 20 chains; thence run south a distance of 4.18 chains; thence run west a distance of 20 chains to the Point
of Beginning."
(O.R. 4734, Page 592)
Parcel 3A:
"AII of the portion of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, situated and lying between the following described parcels in Orange
County, Florida:
(a) The NORTH PARCEL being the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida. less the
South 1.96 chains.
(b) The SOUTH PARCEL beginning 7.78 chains North (N) of the Southwest (SW) corner of the Southeast 1/4 (SE1/4) of the Southwest 1/4 (SWi/4) of Section 20, Township 22
South, Range 28 East, run thence North 4.18 chains, thence East 20 chains, thence South 4.18 chains, thence West 20 chains to the Point of Beginning."
Containing 22.523 Acres, more or less.
(O.R. 3182. Page 2368)
Parcel 1:
"With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, Orange County, Florida, begin at a point situated 478.8 feet North
and 6 feet West of the SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said section line West 362.4 feet to
the East right of way line of State Road, thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56
minutes, 10 seconds East. 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South,
Range 28 East, thence run North 0 degrees, 10 minutes. 50 seconds West 405.31 feet to the point of beginning."
Parcel 2:
'With a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, Orange County. Florida. begin at a point situated 478.8 feet
North and 6 feet West of the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4
feet to the East right of way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along said right of way line 210.3 feet, thence run along the arc
of a curve to the right with a radius of 5304 feet a distance of 25.46 feet, thence run East parallel with said section line 513.11 feet, thence South 0 degrees. 10 minutes,
50 seconds East 181.2 feet to the point of beginning."
Parcel 3:
"Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, Orange County, Florida, and run
East 10 chains; South 10.43 chains; West 10 chains; North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State
Road."
LESS AND EXCEPT
Therefrom that part thereof lying north of the North line of the South 1.96 chains of the North 1/2 of the Southwest 1/4 of the Southwest 1/4 of Section 20, Township 22
South, Range 28 East.
Parcel 4:
The West one—half of Richmond Avenue vacated by Resolution recorded February 23, 1999 in Official Records Book 5689, Page 830, lying Easterly and contiguous to Parcels 1.
2, 3 and Gap Parcel, Public Records of Orange County, Florida.
GAP PARCEL
-
That portion of the East half of the Southwest 1/4 of the Southwest 1/4 lying Easterly of Bluford Avenue, less any portion lying in the following described parcels:
With a bearing of West on the South line of the SW 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of the
SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said section line West 362.4 feet to the East right of way
line of State Road. thence run South 39 degrees 47 minutes, 10 seconds East along said right of way line 527.36 feet, thence run South 89 degrees, 56 minutes, 10 seconds
East, 29.05 feet to a point 73.49 feet North and 4.5 feet West of the said SW comer of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence
nun North 0 degrees, 10 minutes, 50 seconds West 405.31 feet to the point of beginning.
AND:
With a bearing of West on the South line of the S W 1/4 of Section 20, Township 22 South, Range 28 East, begin at a point situated 478.8 feet North and 6 feet West of
the SW corner of the SE 1/4 of the SW 1/4 of Section 20, Township 22 South, Range 28 East, thence run parallel to said Section line West 362.4 feet to the East right of
way line of State Road, thence run North 39 degrees, 47 minutes 10 seconds West along said right of way line 210.3 feet, thence run along the arc of a curve to the right
with a radius of 5304 feet a distance of 25.46 feet, thence ran East parallel with said section line 513.11 feet, thence South 0 degrees, 10 minutes, 50 seconds East 181.2
feet to the point of beginning.
AND:
Beginning at a point 10 chains East of a point 20.99 chains North of the Southwest comer of Section 20, Township 22 South, Range 28 East, and run East 10 chains, South
10.43 chains; West 10 chains; North 10.68 chains to the point of beginning; less the right of way for the A.C.L. Railroad and right of way for State Road.
Together with the West half of vacated Richmond Avenue lying to the East of described property.
Containing 5.633 Acres, more or less.
OVERALL PARCEL BEING DESCRIBED AS FOLLOWS:
A parcel of land being in the Southwest 1/4 of Section 20. Township 22 South. Range 28 East, Orange County, Florida, described as follows:
Commence at a, railroad spike in cut (no I.D.) marking the southwest corner of said Section 20; thence North 89'44'53" East 1,306.37 feet along the south line of said Section
20; thence departing sold section line, run North 00`15'07" West 73.66 feet to the intersection of the existing northerly right of way line of State Road 50 (Colonial Drive)
(150.00 foot wide right of way) with the northeasterly right of way line of Bluford Avenue (right of way width varies) and POINT OF BEGINNING; thence North 40'03'24" West
716.68 feet along sold northeasterly right of way tine to' the point of curvature of a curve to the right (concave northeasterly); thence (from a chord bearing of North
38'49'22" West) northwesterly along said right of way line and the arc of said curve, having a radius of 5,735.72 feet, for a distance of 247.02 feet, through 'a central angle
of 02'28'O3" to the westerly extension of the north line of the South 1.96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of sold Section 20; thence
South 89'56'50" East, along said westerly extension, 633.27 feet to the east line of the Southwest 1/4 of said Southwest 1/4 of Section 20; thence continue South 89'56'50"
East, along the north -line of said South 1.96 chains of the North 1/2 of the Southeast 1/4 of the Southwest 1/4 of Section 20. 1330.12 feet to the east line of sold
Southwest 1/4 of Section 20, thence South 00'32'52" East 734.66 feet along sold east line to said existing northerly right of way line of State Road 50; thence South
89'48'26" West 1354.35 feet along said right of way line to the POINT OF BEGINNING.
Containing 28.156 acres, more or lose.
SURVEYOR'S CERTIFICATE
To: AmSouth Bank, an Alabama state chartered bank. Foley & Lardner, LLP, Attorneys At Low, Win—Ocoee. Ltd., Win—Ocoee II, Ltd., Forlizzo Law Group, P.A., William E. Colburn
and DavidJohn Colbum. WGML investments. Ltd.. a Florida limited partnership, and JDF Real Estate & Investments. Ltd.. a Florida limited partnership. Winderweedie, Haines, Ward
& Woodman, P.A., Commonwealth Land Title insurance Company, Walgreen Co., an Illinois Corporation:
1 hereby certify that on the 21st day of October 2003:
(a.) this survey was made on the ground as per the field notes shown on this survey and correctly shows (i) the boundaries and areas of the subject property and the size,
location, and type of buildings and improvements thereon and the distance therefrom to the nearest facing exterior property lines of the subject property; (i1) the location of
all rights-of—way, easements and any other matters. of record (of which I have knowledge or have been advised, whether or not of record) affecting or benefitting the subject
property, (ill) the location of the parkingareas on the subject property showing the number of spaces provided thereby, (iv) all abutting dedicated public streets providing
access to the subject property, together .with the width and name thereof; and (v) all other significant items on the subject property,
(b.) there are no (i) encroachments upon the subject property by improvements on adjacent property, (1i) encroachments on adjacent property, streets, or alleys by any
improvments on the subject property, (Iii) party walls; or (iv) conflicts or protrusions.
(c.) ingress to and egress from the subject property is provided by Bluford Avenue and State Road 50 (Colonial Drive), the same being paved, dedicated public rights—of—way.
(d.) All setback, side yard and rear yard lines shown on the recorded plat or set forth in the applicable zoning ordinances.
(e.) Said described property is located within an area having a Zone Designation Flood Zone X (Areas of 500 year flood) and Flood Zone AE (Special Flood Hazard area
inundated by 100 year flood) by the .Secretary of Housing and Urban Development, on Flood Insurance Rate Map No. 220 of 700, with a date of Identification of December 6.
2000, Community Parcel No. 12095CO220 E. In Orange .County, State of Florida, which is the current Flood Insurance Rate Map for the community in which said premises is
situated.
(f.) This map or plat and the SURVEY on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/AGSM Land Title SURVEYS". jointly
established and adopted by ALTA, ACSM and NSPS in 1999 and includes Items 1, 2, 3, 4, 5, 6, 8, 10, 11b, 13 of Table A thereof. Pursuant to the Accuracy Standards as
adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification that proper field procedures, instrumentation, and adequate survey personnel were ''employed in
order to achieve results comparable to those outlined in the "Minimum Angle, Distance. and Closure Requirements for Survey Measurements Which Control Land Boundaries for
ALTA/ACSM Land Title Surveys."
-/-0
Abby AIrghaefor, P.L.S. No. 5221 DATE
Dyer, Rid e, Mills & Precourt, Inc.
1505 East Colonial Drive
Orlando, Florida ,232801
(407) 896-0594
This survey is not valid without this Surveyor's original signature
and embossed seal.
PROJECT NO:
03-0310.000
D'A•T,E,''
WL 1 W* 2W5
SCALE
Nona
SHEET 1 OF
ALTA/ACSM Land Title Survey
PARADISE SHOPPES OF OCOEE
ENGINEERS - SURVEYORS PLANNERS SCIENTISTS
LB#'2648
1505 East Colonial Drive - Orlando, Florida 32803 - (407) 896-0594 1 ORANGE COUNTY,
LIFT STATION EASEMENT
AND UTILITY EASEMENT
(O.R. 3576, PG. 1183) —�
(O.R. 3556, PG. 1437)
SET 5/8" I.R. & C.
(L.B. No. 2648)
633.27' S89'56'50"E
UTILITY EASEMENT
I ( (O.R. 3576, PG. 1183)
I i
TEMPORARY CONSTRUCTION EASEMENT
I (O.R. 3576, PG. 1180)
--I — — LIFT STATION EASEMENT
I rl,,l (O.R. 3576, PG.(O.R. 3576, PG. 1183)
TEMPORARY CONSTRUCTION EASEMENT
(O.R. 3576, PG. 1180)
P.O.C. 1420.00'(M) I I ( '� .i
\ R = 5735.72' I I ( — — d
\ L = 247.02'(M) EAST LINE
I PARCEL 3 (
\ 0 = 02'28'03"(RT.) 1 LIFT STATION EASEMENT
C = 247.00'(M) ( WA T LINE
ti
PAI CEL 2A (O.R. 3556, PG. 1437)
C.B. = N38'49'22"W(M) "PARCEL 3" LIFT STATION CASEMENT 60'
p \ TEMPORARY CONSTRUCTION
O (O.R. 3673, PG. 2167)
•per,,\ I ( I ( (O.R. 3556, PG. 1434)
O \ L_ — I 10' FLORIDA POWER DISTRIBUTION EASEME
\------- —-------------------- — Lai
(O.R. 3756, PG. 663)
\ EED GAPO.R. 3556, PG. 1437ui_
\ I
(z
513.11' (D) ----- 0 I I
\
009
Q
\ \ w n WI \ U }
OI J » Z Lf) Q' 1 nlxvL.L Z_r_%
\ \ \ w co 01
N
\\ » 2„ � `ndl Q w
�� rl \ PARCEL
\ >- CO I 0o
Of ry CO
O \ w w" Iri
a NI N
\ o
LSI
O\
° J\ y�0 ' II I POINT OF
362.4' (D} ---------- I BEGINNING
AAs \ Zoned C-2 I 1 "PARCEL 2A"
POINT OF11100
BEGINNING
" d" ( 1 ( WES LINE
\ A\ \ "PARCELS 1 & 2 W 1 1 PAR EL 1A
\ QI
o_()09\ \ \ 60.00' PUBLIC UTILITY 60.00 N
\ ��� \ \ EASEMENT, VACATED � 1 IQ o N
0 2s s0 1 000 RICHMOND AVENUE Z 1 =1 � I
\ F� \ L c) 0 o
GRAPHIC SCALE G OJ\ \ Q 001 d-
•• = 50• s�\ \ "PARCEL 1 " J 0 W
")3o
cn 01
W N LLJ
x,
LEGEND7'9 ON,%\ a(
S.R. - STATE ROAD 'pis \ �pa \`,�� G'9 J cr0
(D) - DEED - 1
(M) - MEASURED
� �9S \ BOJ\ C F �
F D 0 T - FLORIDA DEPARTMENT OF TRANSPORTATION
CAREY L. HILL, TRUSTEE
Zoned C-2
S89056'50"E 1330.12'(C)
"PARCEL 3A" ---W,.,
C.M. = CONCRETE MONUMENT
I.D. = IDENTIFICATION �� \ \� `S<"x- 0 0 g (( I `f' "PARCEL 1 A"
I.R.&C. = IRON ROD AND CAP \ ,p �j \J �� z Z
L.B. - LAND SURVEY BUSINESS \
PLS = PROFESSIONAL LAND SURVEYOR
SEC. =SECTION / \ A\ EAST LINE 1
FND. - FOUND Zoned A— I PARCEL 1
R.R.= RAILROAD \ 0
R/W - RIGHT OF WAY 1 I 1
C.B. - CHORD BEARING \ \ \ W
- CENTERLINE\ \ 0 U I
p = DELTA \
L - ARC LENGTH \ �'
64
NO. - NUMBER N
(N.R.) - NON -RADIAL �-.
P.C. = POINT OF CURVATURE S LINE
P.O.C. - POINT ON A CURVE S`F \ (/) ( PAR EL 1A
P.T. - POINT OF TANGENCY �� S \ co ( (
R= RADIUS
(RAD.) = RADIAL
S. = SOUTH� ?� \
S.E. = SOUTHEAST ��Jq=�
S.W. = SOUTHWEST
W. = WEST —
N. - NORTH
E. - EAST
(C) - CALCULATED
O.R. = OFFICIAL RECORDS (BOOK)
PG. = PAGE
INV. = INVERT
(TYP.) =TYPICAL
B.MM = BENCH MARK
N&D = NAIL AND DISK
PVC - POLYVINYLCHLORIDE PIPE
RCP = REINFORCED CONCRETE PIPE
ELEV. - ELEVATION
PLS = PROFESSIONAL LAND SURVEYOR
CHA. - CHAINS
P.B. = PLAT BOOK
PGS. = PAGES
(F) - FOUND
C-2 - COMMUNITY COMMERCIAL DISTRICT
(CITY OF OCOEE)
A-1 - CITRUS RURAL DISTRICT
(ORANGE COUNTY)
POINT OF
COMMENCEMENT
OVERALL lft�, I
FND. R.R. SPIKE IN CUT
NO (I.D.)
460.00'(M)
(Z89'48'26"W
1322.51' (D
7- 1320.00'A 11'0
)
� o0
V
FND. 6"x6" C.M.
NO (I.D.)
N.E. COR., N.W. 1/4
SECTION 20-22-28
SET 5/8" I.R. & C.
(L.B. No. 2648) /
*XA
(D) (20 CHA.)/
F
U
rn
S. LINE, N. 1/2, S.E. 1/4,
S.W. 1/4, SEC. 20-22-28
20 CHA.)
\FLOOD ZONE AE
SET 5/8" I.R. & C.
(L.B. No. 2648)
1330.51'(C) 1321.54' (D)
1354.35
oPOINT OF
L, "
�(I BEGINNING
S. LINE SECTION 20 0 �) OVERALL
20 4N89°44'53"E 1306.37' C z SECTION 20 N89°44'53"E _ _2661.10' M
Q _ SECTION– 29 N89'48'26"E r 1321.54'(D) – 29 S.W. CORNER R/W S. R. 5O
S.E. 1/4, S.W. 1/4 POINT OF
LO
BEGINNING STATE ROAD JP O
"PARCEL 1 A" TM P SEC 7505 105
CADD
WARNING
0 1 FIELD BY
DRAWN BY
IF THIS BAR DOES
NOT MEASURE I* 'CHECKED BY
THIS COPY OF
THIS DOCUMENT IS APPROVED BY
NOT TO SCALE
150 RIGHT OF WAY AS PER F.D.O. R/W
in
01-%
C)
Q
U
`r
00
2/28/05
REVISED SCALE TO FIT 2436 SHEETS
FMH
AAS
1/26/05
ADDED (M) MEASURED AND (C) CALCULATED DESIGNATIONS
FMH
AAS
DATE
REVISIONS
REVISED BY
CHECKdBBY
DATE
REVISIONS
REVISED BY
CHECKED BY
CADD
WARNING
0 1 FIELD BY
DRAWN BY
IF THIS BAR DOES
NOT MEASURE I* 'CHECKED BY
THIS COPY OF
THIS DOCUMENT IS APPROVED BY
NOT TO SCALE
150 RIGHT OF WAY AS PER F.D.O. R/W
in
w
N
LO
C4
M
0
V)
\-NORTHERLY R/W LINE I
N
N
FND. BOLT IN WELL BOX
NO (I.D.)
S.E. COR., S.W. 1/4
SECTION 20-22-28
(SOUTHERLY R/W LINE — —
ALTA/AGSM LAND TITLE SURVEY
PARADISE SHOPPES OF OCOEE
NTY
FLORI
rKUJtG 1 IVU.
03-0310.000
DATE
JANUARY 25, 2005
SCALE
1 "=50'
SHEET 2 OF 3
01-%
C)
Q
U
`r
00
d -
,o
0N°
00
0o
i
w
Li
N
N
O
Q
0
O
N
�
z
QO
LL
I-_
I.-
Lli
U
vi
Li
I—
z
Q
_::j
Ld
I
r.
F_
p�
p
.-.
w N
w
C)
U
Lc)
►`7
00
~
W-
_0 -
r�i
n -
�mz
Lo
w
�
m
�
N
v
0NwN
c(0
` j
I
N
L0
O
w
N
LO
C4
M
0
V)
\-NORTHERLY R/W LINE I
N
N
FND. BOLT IN WELL BOX
NO (I.D.)
S.E. COR., S.W. 1/4
SECTION 20-22-28
(SOUTHERLY R/W LINE — —
ALTA/AGSM LAND TITLE SURVEY
PARADISE SHOPPES OF OCOEE
NTY
FLORI
rKUJtG 1 IVU.
03-0310.000
DATE
JANUARY 25, 2005
SCALE
1 "=50'
SHEET 2 OF 3
•
i
i
101
0
V/
O
�G
F
ENTRANCE SIGN, SEE
DETAIL
�a cs........... .
WN. SR50 AND
FORD BUFFER,
APPROXIMATE LOCATION OF –'
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
ENTRANCE AND
ENTRANCE ISLAND 0
u
m
RELOCATED MAINE STREET
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
APPROXIMATE LOCATION OF
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
O 0
g" O11•
10,
010° 0022' Oto 019" Ott" Oto. �a0" 80 t' Qjto"
2 p
OT10" 0410" N" 9 Ug'
' CT(DW 018" 012• 018.012" 0808* 016"
' Oto'
g" 1�2» 010" " OW 08" 09"
O " 010" O8 08' 014" Ug» co" Q8" 016"
A0' D4" g" g•
" 0�j11 • (:p8" 018" 9" » p 010" Og" �1 o"
10° »09Ott 16"
8" " Ogp X10° 017" 08" Oa"�"" Oto" 010* 08, » �' 014 OAK
8 p
g 8 10 pOg
110^ 8' O8" Ut3p 10 Cr 3"
(4" �88 ( p 08"0 Ott" O90g" 0Ug» GI OD- 01 14'
g" " �0t 0» 010" O GD8»
0" 8" S" �0 t 09"010"
027" Q13" � t' Xg 013^ 010.
h�+.c...r 011^
Q8" 012" 08' COgp 8" . 14" Ott' 8
p
Ott" Or Cr U9p (D8» 13" 08-08N- (009' Ug»
10 016"
ly 8p2 0�8: two p 0g" O12 O9p Ole Or �2" 3" 010^
`l'Ja IN^ 2
12 011 " O Q-»�
1 • ° 9 09 08 012" OAK �" @. `✓�" Ug'
p " "
Ug" 10• 9'
^ Ug• �10' �"
01 6-
o �It1 09» Ott" 010" 08" .8" 013'
08' 0110 011* 08" 010" O8" 8" Ot 2»
0 09
" °t 2" 011 O
» 1 8°
012" 08�9 012" Q12' 010' 014" " 012^
Q1) l'Jy " 08 811 " 08" 08 O"
9 Ug»
08" 08"" QOg1pt"09" (310"Ott" �.
012 810.
0 Oto"
015' 08" fi
0 /\exp
8" 014^ lJ 1`JlO
"gQ' (at Q 014" OAK Og"Ug"
•
p
p
Og to'
01 O1 09" Oil" 1OD12" ° 1 p p 014" Oa' 09" O
" 08" �6 014'09" Ut 11s' 09»
08' 010. °9 11p 013' 010" 011" Ug' 1• 09»
(910" O�. (9"
14p f0"
"
Og 09"
66
011" 10
U9'
01 pp
v,G1
W
��
2"
POND O
O
OB
0 30' 60' 120'
�� DETAI .
0
O�
Oto"
012» 4p
93" 014"
02 2'
o
�1
" l:J 5'
O» 9"
09» 09'
IY
016 "
O
010"
9110'
10
O O
O
0
9"
"
Us"}1t"
'
014
D (
<�1
On8;
013^
TERMINAL ENTRANCE
R E
E EE
^14"
cd
ISLAND BUFFERS, SEE
O12"t1p
P1 11"
8
65 " 09"
DETAILS
DETAILS
t0" 09"
"
Qt2"
012'
0"
4"
Ug° OW
co
O O O O o
�\
� 8• Oto"
o
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
APPROXIMATE LOCATION OF
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
O 0
g" O11•
10,
010° 0022' Oto 019" Ott" Oto. �a0" 80 t' Qjto"
2 p
OT10" 0410" N" 9 Ug'
' CT(DW 018" 012• 018.012" 0808* 016"
' Oto'
g" 1�2» 010" " OW 08" 09"
O " 010" O8 08' 014" Ug» co" Q8" 016"
A0' D4" g" g•
" 0�j11 • (:p8" 018" 9" » p 010" Og" �1 o"
10° »09Ott 16"
8" " Ogp X10° 017" 08" Oa"�"" Oto" 010* 08, » �' 014 OAK
8 p
g 8 10 pOg
110^ 8' O8" Ut3p 10 Cr 3"
(4" �88 ( p 08"0 Ott" O90g" 0Ug» GI OD- 01 14'
g" " �0t 0» 010" O GD8»
0" 8" S" �0 t 09"010"
027" Q13" � t' Xg 013^ 010.
h�+.c...r 011^
Q8" 012" 08' COgp 8" . 14" Ott' 8
p
Ott" Or Cr U9p (D8» 13" 08-08N- (009' Ug»
10 016"
ly 8p2 0�8: two p 0g" O12 O9p Ole Or �2" 3" 010^
`l'Ja IN^ 2
12 011 " O Q-»�
1 • ° 9 09 08 012" OAK �" @. `✓�" Ug'
p " "
Ug" 10• 9'
^ Ug• �10' �"
01 6-
o �It1 09» Ott" 010" 08" .8" 013'
08' 0110 011* 08" 010" O8" 8" Ot 2»
0 09
" °t 2" 011 O
» 1 8°
012" 08�9 012" Q12' 010' 014" " 012^
Q1) l'Jy " 08 811 " 08" 08 O"
9 Ug»
08" 08"" QOg1pt"09" (310"Ott" �.
012 810.
0 Oto"
015' 08" fi
0 /\exp
8" 014^ lJ 1`JlO
"gQ' (at Q 014" OAK Og"Ug"
•
p
p
Og to'
01 O1 09" Oil" 1OD12" ° 1 p p 014" Oa' 09" O
" 08" �6 014'09" Ut 11s' 09»
08' 010. °9 11p 013' 010" 011" Ug' 1• 09»
(910" O�. (9"
POND
SEE DETAIL
(:�D 0 0 0 (3D 8 O 8 0 0
1. 0 0 6 C@ O cp@8 00 0 °
00
0 0 0 00 O Q) 0 0 0 0@ 6) X00
00 0
® 0 ®8 � 8 0 O
_ .
_ 0 O
0 qA O O O
° O O o O TERMINAL (:PIR
NTNCE
ISLAND BUFFERS, SEE 0
® C C 0 (�jqETQLS O O O O
O oo o o o
POND INTERIOR DRIVEWg o Go 0
SEE DETAI - ® - O ENTRANCE $LAND;' o
1i1i1 TYPICAL, SEE DETAILS OD 0
0
® 0 O ^1�
c9 0 O
co O
O 00
O
•P °SEDETAIL °
E
,'�► 0 CJ
O
BUILDING 00
0.
IN
�s `= o Lake Bennet
BUILDI
O
APPROXIMATE LOCATION OF
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE "
DETAIL
15' MIN. SR50 AND Q
BLUFORD BUFFER,
SEE DETAILS O
L�
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
APPROXIMATE LOCATION OF –�
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
c
020' (SPLIT) 012" (SPLIT) 017' C.
010p
14p f0"
"
Og 09"
I
011" 10
U9'
01 pp
v,G1
W
��
2"
07
014"
0 30' 60' 120'
13' (SPL(()
0
O�
Oto"
012» 4p
93" 014"
11'
t "
�1
" l:J 5'
O» 9"
09» 09'
`�10"
010"
9110'
10
12"
e 0g"
0
9"
"
Us"}1t"
'
014
<�1
On8;
013^
�— TERMINAL
ISLAND B
R E
E EE
^14"
cd
O12"t1p
P1 11"
8
65 " 09"
DETAILS
s
t0" 09"
"
Qt2"
012'
0"
4"
Ug° OW
co
8p
a"
� 8• Oto"
� �j10° 11"
-0-2 CSB �7' o Oil"
°
LIFT
o
+-)
40
rT-4
0
®
STATION
�oj
V
0��°°
g o
0
� o ® 8 0 0
o
SEE DETAIL
�
°
POND
SEE DETAIL
(:�D 0 0 0 (3D 8 O 8 0 0
1. 0 0 6 C@ O cp@8 00 0 °
00
0 0 0 00 O Q) 0 0 0 0@ 6) X00
00 0
® 0 ®8 � 8 0 O
_ .
_ 0 O
0 qA O O O
° O O o O TERMINAL (:PIR
NTNCE
ISLAND BUFFERS, SEE 0
® C C 0 (�jqETQLS O O O O
O oo o o o
POND INTERIOR DRIVEWg o Go 0
SEE DETAI - ® - O ENTRANCE $LAND;' o
1i1i1 TYPICAL, SEE DETAILS OD 0
0
® 0 O ^1�
c9 0 O
co O
O 00
O
•P °SEDETAIL °
E
,'�► 0 CJ
O
BUILDING 00
0.
IN
�s `= o Lake Bennet
BUILDI
O
APPROXIMATE LOCATION OF
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE "
DETAIL
15' MIN. SR50 AND Q
BLUFORD BUFFER,
SEE DETAILS O
L�
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
APPROXIMATE LOCATION OF –�
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
c
020' (SPLIT) 012" (SPLIT) 017' C.
010p
09' (SPLIT)
\
I
010"
10" (SPLIT)
NORTH
W
O 012'
07
0 30' 60' 120'
13' (SPL(()
\/
Ow (SPLIT)09p
I = 6EME6
O "
"
011"
011" 01�*
SCALE: 1" EQUALS 60'
012'
O
010"
013-
018"
a�
012" (SPLIT)
O 014-
i
I e (SPLIT)
Ow 9"
010" 09"
010"
010"
O11" co*
08"
09'
09"
012"
01(
09" (SPLIT)
09
W
15' MIN. SR50 AND
BLUFORD BUFFER,
SEE DETAILS
APPROXIMATE LOCATION OF
BENCH, BIKE RACK AND
TRASH RECEPTACLES, SEE
DETAIL
ENTRANCE AND
ENTRANCE ISLAND
BUFFERS, SEE DETAILS
STATE ROAD 50
m
m
0
ry
O
z L�
CL
ENO
F-- w
n W
c)
0 O
zw
IQ
t� w
w
O
W U
t) U
o O
W
O
I�-
U
DESIGNED BY: RTR
DRAWN BY: RTR
CHECKED BY: RCD
DATE: 12 01 04
REVISIONS
1.02 09 05
2.
3.
4.
5.
6.
PL -1 OF 2
W
07
0
O
d'
cd
�
0
O
a�
cd
co
cd
r�-I
o
+-)
40
rT-4
0
Q)
�oj
V
o
�
w
(12
0
o
z
io
n
td
CD
0
ry
O
z L�
CL
ENO
F-- w
n W
c)
0 O
zw
IQ
t� w
w
O
W U
t) U
o O
W
O
I�-
U
DESIGNED BY: RTR
DRAWN BY: RTR
CHECKED BY: RCD
DATE: 12 01 04
REVISIONS
1.02 09 05
2.
3.
4.
5.
6.
PL -1 OF 2
GROUNDCOVER
CANOPY TREE
HRUBS
nQni lalnr%nvc*Q
TYPICAL
RETENTION
POND
SHRUBS
RATIVE
MASONARY
RETAINING WALL
PALM
WALK
GROUNDCOVER
5' H.
DECORATIVE
FENCE
UNDERSTORY TREE
SHRUBS
GROUNDCOVER
\�, CANOPY TREE
TYPICAL RETENTION POND PLAN DETAIL
SCALE 1" EQUALS 10'
VIBURNUM HEDGE
UNDERSTORY TREE
0 \_ `BENCH
BIKE RACK TRASH RECEPTACLE
ING SWALE
TYPICAL_ SR 50, BLUFORD AND INTERIOR DRIVEWAY BUFFER, INTERIOR
DRIVEWAY ISLAND AND ENTRYWAY ENTRANCE PLAN DETAIL
SCALE 1" EQUALS 10'
/IBURNUM HEDGE
CANOPY TREE
LIFT STATION PLAN DETAIL
SCALE 1" EQUALS 10'
TREES PER 100'
BUFFER ELEVATION DETAIL, WITH EXISTING CANOPY TREES
SCALE 1/8" = l'—O"
-UNDERSTORY TREES PER 100'
JASMINE VINE
1 MAX SLOPE 6' O.C. ON FENCE CONT.
42" H. BLACK METAL
DECORATIVE
FENCE
DECORATIVE HEDGE—
MASONARY
,KING RETAINING WALL—
POND
ROW
BUFFER ELEVATION DETAIL, WITHOUT EXISTING CANOPY TREES
SCALE 1/8" = 1'-0"
PLANT LIST
CANOPY TREE
UNDERSTORY TREE
GROUNDCOVER
-10' WIDE DRIVE
SHOWN WITHOUT SIDE WALK.
WITH SIDE WALK THE LANDSCAPE
IS THE SAME BUT WITHOUT CANOPY TREES
RETENTION POND ELEVATION DETAIL
SCALE 1/8" = 1 ' —0"
LEGEND
BOTANICAL NAME
COMMON NAME
MIN. SIZE,HEIGHT,WIDTH
I
CANOPY TREES
co
+0
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA
Y-35' DBH. 10'-12' H. 5' SPD.
QUERCUS VIRGINIANA
LIVE OAK
3"-3.5" DBH. 10'-12' H. 5' SPD.
0
UNDERSTORY TREES
V,
4
•�
ERIOBOTRYA JAPONICA
LOQUAT
2"-2.5" DBH. 8'-10' H. 3' SPD.
ILLEX x ATTENUATA SAVANNAH
SAVANNAH HOLLY
2"-2.5" DBH. 8'-10' H. 3' SPD.
ILLEX x ATTENUATA EAST PALATKA
EAST PALATKA HOLLY
2-2.5 DBH. 8'-10' H. 3' SPD.
LIGUSTRUM SPP.
LIGUSTRUM TREE
3-4 1" TRUNKS 8'-10' H 3" SPD.
ULMUS PARVIFOLIA DRAKE'
DRAKE ELM
2"-2.5" DBH. 8'-10' H. 3' SPD.
0
PALM TREES
co
SABAL PALMETTO
CABBAGE PALMETTO
16'-24' C. T.
c
SHRUBS
0
-4---)
c.,.:Z
ILEX CORNUTA BURFORDII'
BUFORD HOLLY
3 GAL. 30" H. HEDGES
IXORA COCCINEA
JUNGLEFLAME IXORA
3 GAL. 24n H. BED MASSING
0
LIGUSTRUM JAPONICUM
JAPANESE PRIVET
3 GAL. 30" H. HEDGES
RHAPHIOLEPSIS INDICA
PINK INDICA RHAPHIOLEPSIS
3 GAL. 15" H. BED MASSING
VIBURNUM ODORATISSUMUM
SWEET VIBURNUM
3 GAL. 30" H. HEDGES
a)
GROUNDCOVER
j�
U
LIRIOPE MUSCARI EVERGREEN GIANT
EVERGREEN GIANT LIRIOPE
1 GAL.
TRACHEOSPERMUM ASIATICUM MINIMA
DWARF CONFEDERATE JASMINE
1 GAL.
VINE
TRACHELOSPERMUM JASMINOIDES
CONFEDERATE JASMINE
3 GAL.
o
z
SOD
0
Co
STENOTAPHRUM SECUNDATUM 'FLORITAM'
FLORITAM ST. AUGUSTINE GRASS
SOD
* ALL LANDSCAPING WILL MEET OR REED THE CITY OF OCOEES LAND DEVELOPMENT CODE STANDARDS
O
1�
J
n
cn
z o
, C.� W
Q
>-
z
W
a 04 U
� U
o
L_
O
U
DESIGNED BY: RTR
DRAWN BY: RTR
CHECKED BY: RCD
DATE: 12 01 04
REVISIONS
1.02 09 05
2.
3.
4.
5.
6.
PL -2 OF 2
I
• r -I
co
o
0
0
4
•�
P-1
Q)
0
co
Cll
c
0
-4---)
w
�
o
�
0
•r --I
lz
o
a)
o
z
0
Co
1-4
O
1�
J
n
cn
z o
, C.� W
Q
>-
z
W
a 04 U
� U
o
L_
O
U
DESIGNED BY: RTR
DRAWN BY: RTR
CHECKED BY: RCD
DATE: 12 01 04
REVISIONS
1.02 09 05
2.
3.
4.
5.
6.
PL -2 OF 2
SOUTH EEl%AITON
VO
ST ELFVAn0N
'T ELEVATION
V 1 1�OL7
NORTH ELEVATION
Walgreens Building
MOW 8"AMIDN
Restaurant Building
Bank Building
Retail Building
This proportion diagram is intended to help visualize
30' and select the best Era system to satisfy aesthetic
requirements. Remember, the pole height also
affects performance; the higher the fixture is
mounted, the greater the light throw. If poles are
28' mounted on concrete pedestals such as in parlang
tots, the height of the pedestal must be considered in
selecting the pole height
20'
CSS10-534188A
RA17
CAS16-534188A
1888
Design Guidelines
Proportion Guide
70 to 400 Watt / 10' to 30' Poles
RA25
SAL30-64250B
RA25
CAL25-642508
Pole Ordering Information and Specifications
CAS / CAL Stepped Aluminum Pole for Side Mount Crooks
Pab GaL No. and Mum" F31111 optim
Ordering Example: CAS10-534188B / DB -P / DR
For Standard CAS / CAL Pale 1 1-2 3 4
1 Pole Catalog Numbers:
2 Mfnmting
Arrangements:
- - LIGHTING
KIM L )-rTJNG S
For RA17 Luminaires only ALLOWABLE POLE EPA'
m m t m A p o fD m =m v n o m
5 is
m m c T
o
U 76Pole U tl c U ii
Catalogm C- rel ¢ m D
Number X I X1 I X2 VI Y2 U in cat m
CAS10-5341ffl10' 6S` 35' S 34' .169' BW 26' 25' 1Yr 3.2' 1/.'X15'+3" 12" T 26 20 15 12 10
For RA25 Luminaires only
i L m
m = a n
U Y m a
Pole =
PAanherX X1 X21Y111 Y2 U 'C. Loi
CAL20-MR8 laS 13' &4' S' 4' _166' 10'fe Sr 36' 2Y.
CAL25-64188 2,S IS.T 83' 6' 4' .188' 10''& 3T 36' 2%x
CAL2564250 `Lri' 6.T B3' 6'
CAL305V50 X 21Y 1f7 6" 4" 250" 1of 3T 36'2r/
ALLOWABLE POLE EPA*
is
Um r o a o0 0
Q � Om
C3
NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which m
Is Fixture Area x Drag Factor) aro derived from the AASHTO standard Gusting Wind Equivalent — r
(American Association of State Highway and Transportation Officials). Wind Map Steady Wind —
Responsiblifty has with the specifier for correct pole selection based on
local codes and standards for the jab location (See page 26).
' Thickness at Y1 section, Y2 section is .188':
' Pole reinforced, to 40' above base, to .4W; remaining Y1 section is .250;
Y2 section is .188.
Plan View:
Mounting Cat tom.: A B Y C
EPA RA17 0.8 1.6 24 2.6
RA25 1.5 3.0 4.5 5.2
'NOTE ALLOWABLE POLE EPA for jobsite wird conditions must be equal to or greater than fixture mount EPA.
Site Lighting
1/21/05