REVIEW COMMENTS
MEMORANDUM
February 22, 2006
TO: Mayor Taylor, Mr. McCray, Mr. Mc~oy, Mr. Ensler, Mr. Ferguson, Kurt Bressner,
James Cheroff, Mike Rumpf
FROM: Stan Nitkowski, President INCA
SUBJECT: Yachtsman's Cove Townhome Agreement
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This memo is intended to summarize the five site plan conditions for the Yachtsman's
Cove Townhomes as agreed to by the Developer and INCA. Details for each point listed
below is attached.
1. Adjust the landscaping in the center medians on 15th Place and along the southeast wall
along Ocean Inlet Drive.
2. Extend the concrete wall, which makes up the projects southeastern border, to replace
what presently exists.
3. The sidewalks from the southeaster (A) unit on Building #12, the southern most
building, is to be reconfigured to not exit onto Ocean Inlet Drive.
4. Include a low landscaped fence structure in front of Building #12
5. Increase the setback on the southern border.
RECEIVED
I
FE B 2 2 2006
CITY MAN,~GER'S OFFICE
February 21, 2006
Mr. Michael Rumpf
Planning and Zoning Director
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 33425
Dear Mike,
This letter is meant to summarize the agreed to compromises made between the
Yachtsman's Cove Town home project and INCA. As you know, we have been in
continuous discussions over the last several months in an attempt to better the project and
help it fmd its place more seamlessly within the neighboring community.
To this end, Banyan Development has worked very diligently to gamer the support of
INCA and its members, in the hopes of presenting a unified front to both the eRA Board
as well as the City Commission. In order to achieve this unity, Banyan Development and
. INCA have been in constant communication. It is from these dialogues, for the expressed
purposes of forming a consensus that these 5 revisions to the project's site plan have
arisen.
The following is a brief narrative about the proposed compromises and their
justifications:
1) Adjust the landscaping in the center medians on IS. Place and along the
southeast wall along OceaD Inlet Drive.
Currently, the shape ofNE 15th Place provides a buffer between the homes to the
east and Federal Highway. With the re-alignment of the street some of the natural
buffering is lost. To help offset this INCA has asked for, and Banyan Development has
agreed to adjust the landscape plan to provide additional height and/or coverage to the
median's canopy. The new plan calls for a combination of ground cover, a signature
Live Oak and Saba! Palms to be placed in the medians. Clusters of tall Sabal Palms have
been added to both sides of 15th Place where the project meets the single family
residences and along the southeastern wall along Ocean Inlet Drive to buffer the three-
story townhomes from the residences.
2) Extend the concrete wall, which makes up the projects southeastern border, to
replace what presently exists.
INCA had asked that the eastern wall per plan, which now terminates with the
pool fencing, be extended to help shield the single family residences directly on the
corner from oncoming headlights. This change will extend the wall to where it. presently
exists today and allow it to terminate after the parking spaces on the projects southeastern
corner. A section of the AS IS site survey has been included to illustrate the walls
present location. .
3) The sidewalks from the southeaster (A) uBit on Building #12, the southern most
building, is to be reconfigured to not exit onto Ocean Inlet Drive.
TIris change would require the southeastern most walkway begin adjacent to the
two parking spaces in the southeastern comer and terminate at the end units door. INCA
. had requested this change in order to reduce the number of outgoing sidewalks onto
Ocean Inlet Drive and to help discourage parking and congestion on this drive. Banyan
Development felt that this change was not only acceptable but increased the utility of the
sidewalk for the dwelling by aligning the walk to best service their guests aniving at the
closest guest parking spaces.
4) Include a low landscaped fence stnlcture in front of Building #12.
INCA had asked, for the purposes of,symmetry, to have some type offence detail
included on Ocean lnlet Drive to balance the Gated Murano Bay Community to the
south. Originally. we had proposed a 30" picket fence which INCA felt was insufficient
and asked for a 48"structure. We have agreed to a 36" compromise with gates on each of
the 4 remaining walks onto Ocean Inlet Drive.
5) Increase the setback on the southern border.
INCA requested additional relieffrom our project's 10' setback on Ocean Inlet
Drive. By keeping the position of the SE unit stationary and pivoting Building #12 a few
degrees we were able to extend the buffer between 0'.7'.
These changes, while minor to the overall scope of the project, have proven important to
INCA's efforts to build support for the development, and as such both parties are in favor
of their inclusion.
Mike, as you can see this is probably the best example of cooperation between a
developer and its neighbors. It is in keeping with this spirit that we now ask the City to
join us in sustaining this cooperative effort by allowing at least the fIrst four points to
either be included on the site plan prior to the Commission Meeting on the 28th or be
attached as notes to the project. If the 5th point cannot be included at this time. we would
like to add it as an amendment at the earliest possible date.
K.o~ Cohen
Banyan Development
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DIVISION
MEMORANDUM NO. PZ 06-015
STAFF REPORT
TO:
Chair and Members
Community Redevelopment Agency Board and City Commission
DATE:
Michael Rumpf
Planning and Zoning Director
Eric Lee Johnson, AICP <ii4--
Planner (J
February 8, 2006
THRU:
FROM:
PROJECT NAME/NO:
Yachtsman's Cove / NWSP 006-003
REQUEST:
New Site Plan
PROJECT DESCRIPTION
Property Owner: Yachtsman Properties, LLC
Applicant: Yachtsman Properties, LLC
Agent: Atlantis Environmental Engineering, Inc.
Location: On the east side of Federal Highway, approximately 375 feet north of the
Boynton (C-16) Canal (Location Map - Exhibit "A")
Existing Land Use: Local Retail Commercial (LRC)
Existing Zoning: Community Commercial (C-3)
Proposed Land Use: Special High Density Residential (SHDR - 20 du/ac)
Proposed Zoning: Infill Planned Unit Development (IPUD)
Proposed Use: 61 fee-simple townhouse units
Acreage: ::1::3.35 acres
Adjacent Uses:
North:
An existing mobile home park recently approved for condominiums and
townhouse units (Seaview Park Club) with a Special High Density
Residential (SHDR) land use classification and zoned Infill Planned Unit
Development (IPUD);
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 2
South:
Right-of-way for Ocean Inlet Drive, then farther south is developed
property (Murano Bay) with a Special High Density Residential (SHDR)
land use classification and zoned Infill Planned Unit Development (IPUD);
East:
Developed single-family residential lots with a Low Density Residential
(LDR) land use classification and zoned Single-family Residential (R-1-AA);
and
West:
Right-of-way for Federal Highway, then farther west is right-of-way for
the Florida East Coast (FEe) railroad.
PROPERTY OWNER NOTIFICATION
Owners of properties within 400 feet of the subject site plan were mailed a notice of this request and its
respective hearing dates. The applicant certifies that they posted signage and mailed notices in
accordance with Ordinance No. 04-007.
Site Characteristic: The subject property is comprised of two (2) irregular-shaped parcels separated by
the Northeast 15th Place right-of-way. The property lies within Study Area I of the
Federal Highway Corridor Redevelopment Plan. The survey shows the parcels are
currently developed with one (l)-story commercial buildings, parking areas, and
lighting fixtures. No ground elevations were shown on the survey.
BACKGROUND
Proposal:
Atlantis Environmental Engineering, Incorporated, agent for Yachtsman Properties,
LLC is proposing a new site plan for 61 fee-simple townhouse units. As previously
mentioned, the subject parcels are located within Study Area I of the Federal
Highway Corridor Redevelopment Plan. The Redevelopment Plan allows for higher
residential densities within this area, above the current density of 10.8 dwelling
units per acre allowed by the Local Retail Commercial (LRC) land use classification.
The developer is simultaneously requesting to reclassify the land use from LRC to
Special High Density Residential (SHDR) and rezone from Community Commercial
(C-3) to Infill Planned Unit Development (IPUD). Also, the developer is requesting
to abandon the curved portion of Northeast 15th Place, where it currently dissects
the subject property into two (2) lots. The intent is to abandon the roadway,
straighten its configuration, and re-align it approximately 100 feet to the north
(measured at the centerline) to connect to Federal Highway. In should be noted
that Northeast 15th Place would still remain as a public right-of-way. Therefore,
approval of this project is contingent upon the approval of the corresponding
requests for abandonment (ABAN 06-001) and land use change / rezoning. The
north parcel would be 0.943 acres and the south parcel would be 2.237 acres.
Fee-simple townhouses are permitted uses in the IPUD zoning district. Under the
Special High Density Residential land use category, the maximum allowable project
density would allow for 67 dwelling units. However, the project proposes a total of
61 dwelling units, which equals a density of 18.2 dwelling units per acre. The
entire project would be built in one (1) phase with the completion of the first
building anticipated in November of 2006.
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 3
Concurrency:
Traffic:
Utilities:
ANALYSIS
A traffic study was sent to the Palm Beach County Traffic Division for concurrency
review in order to ensure an adequate level of service. The Palm Beach County
Traffic Division determined that the proposed redevelopment project meets the
Traffic Performance Standards of Palm Beach County. Furthermore, the County
would support the re-alignment of the eastern segment of Northeast 15th Place, to
align with the segment west of Federal Highway, to eliminate the 110 foot offset.
The Division suggests the developer conduct a "traffic signal warrant analysis" at
the re-aligned intersection, as suggested by the developer's traffic engineer. The
traffic concurrency approval is subject to the Project Aggregation Rules set forth in
the Traffic Performance Standards Ordinance. No building permits are to be issued
after the build-out date of 2008 (see Exhibit "C" - Conditions of Approval).
The City's water capacity, as increased through the purchase of up to 5 million
gallons of potable water per day from Palm Beach County Utilities, would meet the
projected potable water for this project (project estimated to require a total of
26,300 gallons per day). Local piping and infrastructure improvements may be
required, especially on the water delivery system for the project, depending upon
the final project configuration and fire-flow demands. These local improvements
would be the responsibility of the site developer and would be reviewed at the time
of permitting. Sufficient sanitary sewer and wastewater treatment capacity is
currently available to serve the projected total of 13,000 gallons per day, subject to
the applicant making a firm reservation of capacity, following approval of the site
plan (see Exhibit "C" - Conditions of Approval).
Police I Fire: Staff reviewed the site plan and determined that current staffing levels would be
sufficient to meet the expected demand for services.
Drainage: Conceptual drainage information was provided for the City's review. The
Engineering Division has found the conceptual information to be adequate and is
recommending that the review of specific drainage solutions be deferred until time
of permit review. All South Florida Water Management District permits and other
drainage related permits must be submitted at time of building permit (see Exhibit
"C" - Conditions of Approval).
School: The School District of Palm Beach County confirms that adequate capacity exists to
accommodate the proposed 61 dwelling units. The project is located within
Concurrency Service Area (CSA) #17.
Driveways: The project proposes a total of five (5) driveway openings. Four (4) of the five (5)
driveway openings are proposed along the relocated Northeast 15th Place, while the
fifth opening, is proposed along Ocean Inlet Drive. Out of the four (4) driveways
proposed along Northeast 15th Place, two (2) of them are proposed on the north
side of the road while the other two (2) openings would be located on the south
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 4
side of Northeast 15th Place. Although not dimensioned on the site plan (sheet SP-
1), all the drive way openings proposed along Northeast 15th Place would be wide
enough to accommodate two (2)-way traffic movements for ingress and egress.
The fifth driveway opening, proposed along Ocean Inlet Drive would be a point of
egress only and vehicles would only be allowed to make a right (west) turn. It
should be noted that the landscape median within Ocean Inlet Drive was purposely
designed with no breaks to discourage vehicles from entering the site from a street
other than Northeast 15th Place.
The street system within the development is generally proposed in a north-south
direction. Each two (2)-way drive aisle would have 10-foot wide travel lanes, which
would conform to current engineering standards. All of the underground
infrastructure (i.e. potable water lines, sanitary sewer lines) would be placed
underneath the street network, internal to the development. Also, residents would
access their garages via these drive aisles. A 24-foot back-up distance is proposed
to allow for easy vehicular access into each unit's garage. The sidewalks are
proposed separately from the street system to ensure the safety of each pedestrian.
Parking Facility: Two (2) and three (3) bedroom dwelling units require two (2) parking spaces per
unit. The project proposes 36 two (2)-bedroom units, 25 three (3)-bedroom units
and a recreation facility. Therefore, based upon the above referenced number of
units and the amenity, the project requires a total of 127 parking spaces. The site
plan shows that each unit would have a two (2)-car garage, which would thus
equate to providing 122 parking spaces. The size of each unit would vary but
generally, each garage would be dimensioned 18 feet in width by 20 feet in depth.
The plan also proposes six (6) 90-degree parking spaces and two (2) parallel
parking spaces. According to the Typical Parking Stall Detail, the 90-degree parking
stalls would be dimensioned nine (9) feet in width by 18 feet in length. The
handicap parking spaces would be dimensioned 12 feet in width (with extra 5-feet
of striping) and 18 feet in length. According to the site plan (sheet SP-1), the
parallel parking spaces would be 10 feet in width by 25 feet in length. Combining
the garage spaces, parallel spaces, and gO-degree spaces, the site plan would
provide for a total of 130 parking spaces or an excess of three (3) parking spaces.
Landscaping: The civil drawing (sheet C-1) tabular data indicates that 39,457 square feet (0.9
acres) or 27.4% of the site would be pervious surface. The plant list (sheet L2)
indicates the landscape plan would provide a total of 151 canopy trees, of which,
83 trees or 55% would be native. The plant list indicates that 84 or 50% of the
168 palm trees would be native. Also, the landscape plan would contain 1,462
shrubs / groundcover plants, of which 1,412 (96%) would be native. In summary,
the project would provide for a complimentary mix of canopy and palm trees. The
tree species would include the following: Brazilian Beautyleaf, Green Buttonwood,
Savannah Holly, Purple Glory tree, Pink Trumpet tree, High Rise Oak, Silver
Buttonwood, Yellow Geiger tree, Japanese Fern tree, Red Crape Myrtle, Ligustrum
tree, Travelers palm, Soliataire palm, Medjool Date palm, Florida Royal palm,
Cabbbage palm, and Foxtail palm. Staff recommends that the lands remaining
outside the individual fee-simple area be under the control of the Homeowner's
Association to ensure proper maintenance of the buffer areas (see Exhibit "C" -
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 5
Condition of Approval). A note on the landscape plan (sheet L2) indicates that
canopy trees will be placed far enough back from the drive aisles to minimize the
potential for vertical conflicts with high-profile vehicles. A bio-barrier shall be used
with all canopy trees along streetscapes and sidewalks and where trees are
adjacent to any underground utilities. With regards to aesthetics, the applicant
agrees to install Redtip Cocoplum hedges around utility boxes and structures that
are not currently known or shown on the plan at this time. Furthermore, the at-
grade air-conditioner units behind each unit would be screened using native hedge
material. Project compatibility is judged on how well the proposed development
fits within the context of the neighborhood and abutting properties. The
Conceptual East and West elevations illustrate how the mature landscaping would
soften the appearance of the townhouse buildings.
The site plan shows that the western landscape buffer (adjacent to Federal
Highway) would be at least nine (9) feet - eight (8) inches wide at its narrowest
point. The landscape plan shows that this buffer would consist of Florida Royal
palm, Green Malayan Coconut palm, Medjool date palm, and a row of Redtip
Cocoplum hedges. It appears that most of the trees would be installed at a tip-to-
tip spacing with the Royal palm trees installed at a height of 25 feet. Each
townhouse unit proposed along Federal Highway would have a side walk that
directly links to the sidewalk on Federal Highway.
The site plan shows that the south landscape buffer (adjacent to Ocean Inlet Drive)
would be at minimum, approximately 10 feet - six (G) inches at its narrowest point.
The landscape plan proposes the following plant material: Green Buttonwood,
Foxtail palm, and Redtip Cocoplum hedges. The Merano Bay project (south of
Ocean Inlet Drive) already contains landscape material along its northern landscape
buffer. The landscape material proposed in the south buffer (for this project)
would compliment Merano Bay's north landscape buffer.
The site plan shows that the north landscape buffer (adjacent to Seaview Park
Club) would be five (5) feet in width at its narrowest point. However, a majority of
the buffer would be over 20 feet wide. The landscape plan proposes the following
plant material: High Rise Live Oak, Brazilian Beautyleaf, and Redtip Cocoplum
hedges. Although not required, a six (G)-foot high wall is proposed along the entire
perimeter of the north property line of the subject property. However, this may
cause a conflict with the six (G)-foot high pre-cast concrete wall that was already
approved along the south property line for the Seaview Park Club project. This
could conflict because it would create a situation where there would be a narrow
gap between the subject property's proposed buffer wall and the approved buffer
wall (on the abutting property to the north). Therefore, staff recommends that the
applicant works with the abutting property owner to the north to see if there may
be mutual interest in eliminating one (1) of the walls where two (2) walls are
proposed parallel to each other (see Exhibit "C" - Conditions of Approval).
The site plan shows that the east landscape buffer (adjacent to the single-family
residential neighborhood) would be nine (9) feet - 11 inches wide at its narrowest
point. It would contain the following plant material: High Rise Live Oak, Savannah
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 6
Holly, Green Malayan Coconut palms, and a row of Redtip Cocoplum hedges.
Similar to the north buffer, a six (6) foot high wall is proposed along the northern
segment of the east property line. However, near the pool area, the plans propose
a wall / fence combination. Staff recommends extending the wall along the entire
perimeter ofthe east property line of the subject property. This will help buffer the
subject property from the residential neighborhood as well as to help screen the
intrusion of automobile headlights on neighboring properties from parking areas
and driveways (see Exhibit "C" - Conditions of Approval).
Building and Site: As previously mentioned, the applicant is requesting to rezone the property to the
IPUD zoning district at a project density of 18.2 dwelling units per acre. The
maximum density allowed by the Special High Density Residential land use
classification is 20 dwelling units per acre. The 61 dwelling units are proposed
within 12 separate buildings on the 3.35-acre site. Each building would contain a
varying number of dwelling units, ranging from three (3) units to six (6) units. The
unit plans (sheet A-801 through sheet A-804) show the proposed size and
configuration of each unit. The floor plans propose four (4) model types, ranging
from 1,887 square feet to 2,511 square feet of "under roof area". As previously
mentioned, the site plan proposes 36 two (2)-bedroom units and 25 three (3)-
bedroom units and a recreation facility. No individual swimming pools or screened
enclosures are proposed (or allowed) and would be noted as such within the Home
Owners Association documents. Likewise, the developer does not intend to screen-
in the balconies either (see Exhibit "C" - Conditions of Approval).
The PUD zoning district allows buildings to reach a maximum height of 45 feet.
However, a lesser building height could be imposed if compatibility with the
adjacent properties would be in jeopardy. The code defines building height as
follows: The vertical distance in feet measured from the lowest point at the
property line of an adjacent property or from the minimum base flood elevation as
established by FEMA, whichever is highest, to the highest point of the roof for flat
roofs, to the deck line for mansard roofs and parapet roofs with parapets less than
five (5) feet in height. Gable and hip roof heights shall be measured to the
midpoint between the eaves and the ridge. The elevations show the buildings
would either be two (2) or three (3) stories in height, the tallest of which would be
34 feet - two (2) inches in height measured at the mid-point of the pitched roof.
All buildings would comply with the height limitation of the IPUD zoning district. It
should be noted that the peak of the roof would be 42 feet - one (1) inch in height.
Although not dimensioned on the elevations, the peak of the decorative cupolas is
proposed at 46 feet - nine (9) inches height. At the time of permitting, the
elevation pages would have to be revised to indicate the height dimension for the
decorative cupolas. Furthermore, the peak of the cupolas cannot exceed 45 feet in
height or the developer would have to request and be approved for a height
exception (see Exhibit "C" - Conditions of Approval). As previously mentioned the
abutting properties to the east are zoned R-1-AA and developed with a mix of one
(1) and two (2) story, single-family detached homes. The R-1-AA zoning district
only allows a maximum building height of up to 30 feet (at mid-point of roof), a
difference of 15 feet. Initially, the developer indicated to staff a desire to propose
buildings that were all three (3) stories in height. However, staff informed the
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 7
developer that the proposed building height on the subject property would be a
critical design element to consider when requesting to rezone to the IPUD zoning
district. Staff suggested that the applicant reduce the proposed building height of
those buildings proposed closest to the single-family residential homes, from three
(3) stories to two (2) stories. In heeding staff's suggestions, the developer is now
proposing a mix of two (2) and three (3)-story buildings. As proposed, the three
(3)-story buildings would be located near the center and western portions of the
site (along Federal Highway) while two (2)-story structures are proposed along the
eastern fringe (adjacent to the single-family detached homes). The Street
Elevations (sheet A-405) illustrate how the buildings would appear from both
Federal Highway and from the adjacent properties to the east. As designed, the
pool/recreation area (of the subject project) and the two (2)-story building
(depicted as Building 4 on the site plan) is comparable in height and compatible to
any structure built within the R-1-M zoning district. The site plan shows that
Building 4 and the pool area are proposed between the three (3)-story buildings
and the existing homes located within the R-1-M zoning district. Staff feels that
this proposed configuration represents an excellent compromise to improve
compatibility between the subject property and the abutting properties to the east,
in order to mitigate the height discrepancy. However, Building 1, proposed as a
three (3)-story structure at the northeast corner of the subject site, would be
located only 12 feet away from the east property line that abuts property with a
single-family home. As proposed, Building 1 is comprised of six (6) units with
varying model types. Staff opines that the proposed height and proximity of
Building 1 (to the adjacent lot to the east) is not compatible with this residential
property. Therefore, staff is recommending the applicant implement one (1) of the
following two (2) solutions: Either eliminate the easternmost unit of Building 1
(depicted as Model "A" of Building 1 on the site plan) or reduce the height of Model
"A" from three (3)-stories to two (2)-stories. Staff feels that decreasing the height
of the east fa<;ade of Model "A" of Building 1 would provide an equitable transition
between the maximum height of 30 feet allowed in the adjacent single-family
neighborhood and the 45-foot height allowed in the IPUD district. After considering
the ultimate height of the proposed structure (34 feet - two (2) inches), evaluating
the effects of comparable situations elsewhere, considering that the majority of
adjacent single-family homes are one-story or two-story and less than 30 feet in
height, and after contemplating the intent of the IPUD district to maximize
compatibility, staff has determined that compatibility would be achieved by limiting
structure height of the easternmost unit (Model A) to a maximum of two (2) stories
(see Exhibit "C" - Conditions of Approval). As indicated in the ordinance, a
"transition" should be accomplished in this situation, which is best achieved by a
height which does not exceed the existing heights of the adjacent multi-family
development, and which transitions from the maximum height allowed in that
adjacent multi-family district, 45 feet. It is important to note that the homes in
Yachtman's Cove to the south may be developed as two (2) story structures with a
maximum building height of 30 feet.
The IPUD zoning district perimeter setbacks shall mirror setbacks of adjacent
zoning district(s) but with a minimum of the setback required for a single-family
residence as determined by the orientation of the structures in the IPUD (Chapter
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 8
2, Section 5.L.3.). The property to the north is zoned Infill Planned Unit
Development (IPUD) and was approved with a similar, multi-family residential
project. The buildings in the project to the north were approved with a 48.32-foot
setback from the north property line of the subject project. The site plan for the
subject project proposes a 10-foot north (side) setback. This is acceptable, given
the fact that both projects will have comparable-sized landscape buffers.
The area immediately to the south is right-of-way for Ocean Inlet Drive, and then
farther south is a developed, townhouse project (Murano Bay) zoned IPUD. The
townhouse buildings inside Murano Bay are setback 16 feet from its north property
line (adjacent to Ocean Inlet Drive). However, the townhouse buildings in this site
plan (Yachtsman's Cove) are proposed 10 feet from the south property line,
adjacent to Ocean Inlet Drive. The difference in the building setbacks between the
two (2) projects as they relate to Ocean Inlet Drive is six (6) feet. It should be
noted that the City and CRA endorse projects that are designed to engage the
publiC domain, such orienting buildings towards a roadway or park. The Murano
Bay development was designed and built with the back of their townhouse units
and privacy wall facing towards Ocean Inlet Drive whereas the front fac;ades (and
doors) of the subject project are oriented towards Ocean Inlet Drive. The latter's
design is more desirable. For this project, the proposed south side setback (of 10
feet from Ocean Inlet Drive) is appropriate. Furthermore, any additional building
setback (along Ocean Inlet Drive) could be detrimental to its design and
performance. Also, as previously mentioned, most of the plant material proposed
adjacent to Ocean Inlet Drive were chosen specifically to compliment Murano Bay's
landscaping.
The properties to the east are zoned Single-family Residential (R-l-AA). These lots
have been developed with single-family detached homes and the IPUD regulations
specifically addresses compatibility requirements with these types of developments.
The sides of these single-family detached homes abut the subject property. The
side setback of the R-l-AA zoning district is 10 feet. In addition, it should be noted
that a structure on the perimeter of an IPUD project that is adjacent to an existing
single-family neighborhood must adhere to additional setback requirements. The
IPUD regulations require an additional one (1) foot building setback for each one
(1) foot in building height that exceeds 30 feet. Building 1, proposed at the
northeast corner of the property, would be 34 feet - two (2) inches in height. This
translates to a minimum required building setback of 14 feet - two (2) inches from
the east property line. Please note that according to Chapter 2, Section 5.L.4.g.(2),
if vegetation, screening or other barriers and / or creative design on the perimeter
of an IPUD achieve compatibility with adjacent uses, the city may grant some relief
from the following: Structures on the perimeter of an IPUD project, in addition to
the basic setback requirements, must be setback one (1) additional foot for each
one (1) foot in height for the perimeter structures that exceed 30 feet. A
landscape barrier is defined as follows: A near solid element combining a wall and
/ or natural vegetation intended to block all direct and reasonable views. It shall
be comprised of a berm, buffer wall and / or natural vegetation (as deemed
appropriate by the city) consisting of various trees species planted tip-to-tip in two
or more staggered rows. The site plan indicates that the proposed setback would
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 9
be at least 12 feet (for Building 1) but when scaled, it appears to be over 15 feet.
Therefore, the building setback would conform but as previously mentioned, staff
still has concerns regarding the compatibility between Building 1 of the subject
project and the existing single-family house to the east. The intent of the IPUD
code is to exceed the minimum requirements of typical multi-family developments.
Therefore, reducing the height of Model "A" (of Building 1) from three (3) to two
(2) stories would help the project achieve compatibility and conformance with the
intent of the regulations. Land to the west is right-of-way for Federal Highway.
The site plan proposes a 10-foot setback along the west property line.
The main recreation area would be located at the eastern side of the site. It would
include a swimming pool, BBQ area, cabana building, and bicycle racks. The
"open" portion of the cabana would face the townhouse development rather than
the single-family neighborhood to the east. The building would be located over 10
feet from the east property line. The area calculations (sheet A-205) indicate that
the bathrooms and covered area would be 500 square feet in area. The elevations
do not indicate the actual roof height but depicts it as a one (l)-story structure,
which staff understands would be 13 feet - one (1) inch in height. The site plan
proposes several open space areas between the rows of townhouse buildings. The
site plan indicates that "public art" would be the centerpiece of the public area.
The actual artwork is yet to be determined. A total of 12,200 square feet of usable
open space is required. According to the Usable Open Space plan (sheet SP-2), the
project would provide 14,400 square feet of usable open space. This space would
be consist of four (4) open space areas, namely, the pool and amenity area, the
garden belt, the pedestrian connections to Federal Highway, and the north
pedestrian area.
Design:
The proposed townhouse buildings and clubhouse have hints of a contemporary
Key West style with its standing seam metal roof, wood fascia, trellises, shiplap
siding, and white aluminum shutters. Other decorative design elements include
Pre Fab Sunburst Fypon, decorative medallions, aluminum window frames, Clad
Garage doors, aluminum railing, and portholes. The project proposes multi-colored
buildings consisting of the following Benjamin Moore paints:
Color code Paint Name Color Location
# CC-962 Gray Mist Off-white Main wall
# 2143-60 Moonlight White Cream Main wall
# CC-807 Soft Sky Light blue Main wall
# CC-507 Grecian Green Sage green Main wall
#721747 Charcoal Tweed Dark qreen Canvas Awnings
The elevations of the cabana building show that it would have the same standing
seam metal roof, exterior finish, and paint colors as that of the townhouse
buildings. The photometric plans propose one (1) type of outdoor freestanding
lighting fixture. The Pole Detail indicates it would be 12 to 14 feet in height, made
of aluminum, and have decorative lamps. The photometric plan demonstrates that
lighting levels would be adequate and not "spill" over onto adjacent properties.
Similar to other recently approved townhouse projects, the front doors of each unit
Staff Report - Yachtsman's Cove (NWSP 06-003)
Memorandum No PZ 06-015
Page 10
are oriented towards the streets. Staff endorses how the buildings "engage" the
main streets and rates the overall design and site layout above most other projects
recently approved by the city.
Signage:
No signage is shown or proposed.
RECOMMENDATION:
Staff has reviewed this request for new site plan approval and is recommending approval, contingent upon
the successful request land use amendment / rezoning (LUAR 06-003), Northeast 15th Place abandonment
(ABAN 06-001), and subject to satisfying all comments indicated in Exhibit "C" - Conditions of Approval.
Any additional conditions recommended by the Board or City Commission shall be documented accordingly
in the Conditions of Approval.
S:\Planning\SHARED\WP\PROJECTS\yachtsmans Cove\NWSP 06-003\Staff Report.doc
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BOYNTON BEACH, FLORIDA
EXHIBIT "C"
Conditions of Approval
Project name: Yachtsman's Cove
File number: NWSP 06-003
Reference: 2nd review plans identified as a New Site Plan with a January 10. 2006 Planning and Zoning date
stamp marking,
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments: None
PUBLIC WORKS - Traffic
Comments:
1. Provide a traffic analysis and notice of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic Engineering,
2. Incorporate a second handicap visitor parking space in the northwest comer
of the project.
ENGINEERING DIVISION
Comments:
3. The applicant shall proceed through the abandonment process (through the
P&Z Department) for road relocation and accompanying abandonment for
NE 15th Place.
4. Upon satisfactory Commission approval of the site plan, the applicant shall
enter the plat process through the City's Engineering Division. A preliminary
plat application may be initiated during the site plan review to expedite
issuance of the Land Development Permit.
5. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter
4, Section 7.B.4.) Please provide photometrics as part of your TART plan
submittals.
6. It may be necessary to replace or relocate large canopy trees adjacent to light
fixtures to eliminate future shadowing on the parking surface (LDR, Chapter
23, Article II, Section A. Lb.).
7. Indicate, by note on the Landscape Plan, that within the sight triangles there
shall be an unobstructed cross-visibility at a level between 2.5-feet and 8 feet
above the pavement (LDR, Chapter 7.5, Article II, Section 5.H.).
8. The medians on Federal Hwy. and Ocean Inlet Dr., along the south side of
NE 15th PI., and the pocket park on the east side of the Yachtsman Cover
plaza have existing irrigation and plant material belonging to the City of
Bovnton Beach. Anv damage to the irrigation system and/or plant material as
COA.doc
02/08/06
2
DEPARTMENTS INCLUDE REJECT
a result of the contractor's operations shall be repaired or replaced to the
equivalent or better grade, as approved by the City of Boynton Beach, and
shall be the sole responsibility of the developer. The contractor shall notify
and coordinate with the City of Boynton Beach Forestry & Grounds Division
of Public Works a minimum of six (6) weeks in advance of any underground
activities. Please acknowledge this notice in your comments response and
revise Note #7 (Sheet L2) to include all the above stated information.
9. Staff strongly recommends placing canopy trees far enough back from drive
aisles to minimize the potential for vertical conflicts with high-profile
vehicles.
10. Ensure tree species specified along Federal Hwy will not conflict with the
overhead power lines. Add a note to the plan requiring the landscape
architect and contractor to use FPL's "Right Tree / Right Place" publication
for plantings near power lines.
11. Staff recommends the use of cultivars such as "High-Rise" or "Cathedral" for
the Live Oaks to minimize the potential for vertical conflicts with high-profile
vehicles.
12. Full drainage plans, including drainage calculations, in accordance with the
LDR, Chapter 6, Article IV, Section 5 will be required at the time of
permitting.
13. Paving, Drainage and Site details will not be reviewed for construction
acceptability at this time. All engineering construction details shall be in
accordance with the applicable City of Boynton Beach Standard Drawings
and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
UTILITIES
Comments:
14. All utility easements and utility lines shall be shown on the site plan and
landscape plans (as well as the Water and Sewer Plans) so that we may
determine which appurtenances, trees or shrubbery may interfere with
utilities. In general, palm trees will be the only tree species allowed within
utility easements. Canopy trees may be planted outside of the easement so
that roots and branches will not impact those utilities within the easement in
the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives
public utilities the authority to remove any trees that interfere with utility
services, either in utility easements or public rights-of-way.
15. Palm Beach County Health Department permits will be required for the water
and sewer systems serving this project (CODE, Section 26-12).
COA.doc
02/08/06
3
DEPARTMENTS INCLUDE REJECT
16. Fire flow calculations will be required demonstrating the City Code
requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) with
20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV, Section
16, or the requirement imposed by insurance underwriters, whichever is
greater (CODE, Section 26-l6(b)).
17. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each
building will be within 200 feet of an existing or proposed fire hydrant. The
submitted plan does (per se) meet this requirement, however, it does not
reflect an existing fire hydrant along the east side of Federal Highway (at the
existing intersection of NE 15th Place), and in addition, will require an
additional fire hydrant along Ocean Inlet Drive just southwest of the
recreational swimming pool area.
18. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid
for this project either upon the request for the Department's signature on the
Health Department application forms or within seven (7) days of site plan
approval, whichever occurs first. This fee will be determined based upon
final meter size, or expected demand.
19. Water and sewer lines to be owned and operated by the City shall be included
within utility easements. Please show all proposed easements on the
engineering drawings, using a minimum width of 12 feet. The easements
shall be dedicated via separate instrument to the City as stated in CODE Sec.
26-33(a).
20. This office will not require surety for installation of the water and sewer
utilities, on condition that the systems be fully completed, and given to the
City Utilities Department before the first permanent meter is set. Note that
setting of a permanent water meter is a prerequisite to obtaining the
Certificate of Occupancv.
21. A building permit for this project shall not be issued until this Department has
approved the plans for the water and/or sewer improvements required to
service this project, in accordance with the CODE, Section 26-15.
22. Please provide engineering calculations supporting the proposed water main
design, including documentation that required fire flows will be met.
23. Utility construction details will not be reviewed for construction acceptability
at this time. All utility construction details shall be in accordance with the
Utilities Department's "Utilities Engineering Design Handbook and
Construction Standards" manual (including any updates) and will be reviewed
at the time of construction permit aoolication.
FIRE
Comments: None
COA.doc
02/08/06
4
DEPARTMENTS INCLUDE REJECT
POLICE
Comments: None
BUILDING DIVISION
Comments:
24. Indicate within the site data the type of construction of each building as
defined in 2004 FBC, Chapter 6.
25. Place a note on the elevation view drawings indicating that the exterior wall
openings and exterior wall construction comply with 2004 FBC, Table 704.8,
or 2004 FBC, Residential, Section R302.2. Submit calculations that clearly
reflect the percentage of protected and unprotected wall openings permitted
per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section R302.2.
26. Every building and structure shall be of sufficient strength to support the
loads and forces encountered per the 2004 FBC, Section 1607 and Table
1607.1. Indicate the live load (pst) on the plans for the building design.
27. Buildings three-stories or higher shall be equipped with an automatic
sprinkler system per F.S. 553.895. Fire protection plans and hydraulic
calculations shall be included with the building plans at the time of permit
application.
28. At time of permit review, submit signed and sealed working drawings of the
proposed construction.
29. Identify within the site data the finish floor elevation (lowest floor elevation)
that is proposed for the building. Verify that the proposed elevation is in
compliance with regulations of the code by adding specifications to the site
data that address the following issues:
. The design professional-of-record for the project shall add the following text
to the site data. "The proposed finish floor elevation _' _ NGVD is
above the highest 100-year base flood elevation applicable to the building
site, as determined by the SFWMD' s surface water management construction
development regulations."
. From the FIRM map, identify in the site data the title of the flood zone that
the building is located within. Where applicable, specify the base flood
elevation. If there is no base flood elevation, indicate that on the plans.
. Identify the floor elevation that the design professional has established for the
building within the footprint of the building that is shown on the drawings
titled site plan, floor plan and paving/drainage (civil plans).
30. On the drawing titled site plan identify the property line.
COA.doc
02/08/06
5
DEPARTMENTS
31. Add to the submittal a partial elevation view drawing of the proposed
perimeter wall. Identify the type of wall material and the type of material that
supports the wall, including the typical distance between supports. Also,
provide a typical section view drawing of the wall that includes the depth that
the wall supports are below finish grade and the height that the wall is above
finish grade. The location and height of the wall shall comply with the wall
regulations specified in the Zoning Code.
32. To properly determine the impact fees that will be assessed for the one-story
pool building, provide the following:
· Will the pool building be restricted to the residents of the entire project
only?
· Will the residents have to cross any major roads or thoroughfares to get to
the pool building?
· Will there be any additional deliveries to the site?
· Will there be any additional employees to maintain and provide service
to the site?
Please have the applicant provide the City with a copy of the letter that will be
sent to the impact fee coordinator. To allow for an efficient permit review, the
applicant should request that the County send the City a copy of their
determination of what impact fees are required for the pool building.
33. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may
not, therefore, be used for landscape irrigation where other sources are readily
available.
34. A water-use permit from SFWMD is required for an irrigation system that
utilizes water from a well or body of water as its source. A copy of the permit
shall be submitted at the time of permit application, F.S. 373.216.
35. If capital facility fees (water and sewer) are paid in advance to the City of
Boynton Beach Utilities Department, the following information shall be
provided at the time of building permit application:
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan.
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The number of bedrooms in each dwelling unit.
· The total amount paid and itemized into how much is for water and how
much is for sewer.
(CBBCO, Chapter 26, Article II, Sections 26-34)
INCLUDE REJECT
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6
DEPARTMENTS INCLUDE REJECT
36. At time of permit review, provide a completed and executed CBB Unity of
Title form. The form shall describe all lots, parcels, or tracts combined as one
lot. A copy of the recorded deed with legal descriptions, of each property that
is being unified, is required to be submitted to process the form. The property
owner that is identified on each deed shall match.
37. At time of permit review, submit separate surveys of each lot, parcel, or tract.
For purposes of setting up property and ownership in the City computer,
provide a copy of the recorded deed for each lot, parcel, or tract. The recorded
deed shall be submitted at time of permit review.
38. At time of building permit application, submit verification that the City of
Boynton Beach Parks and Recreation Impact Fee requirements have been
satisfied by a paid fee or conveyance of property. The following information
shall be provided:
· A legal description of the land.
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan.
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The total amount being paid.
(CBBCO, Chapter 1, Article V, Section 3(f))
39. Add a general note to the site plan that all plans submitted for permitting shall
meet the City's codes and the applicable building codes in effect at the time
of permit application.
40. Pursuant to approval by the City Commission and all other outside agencies,
the plans for this project must be submitted to the Building Division for
review at the time of permit application submittal. The plans must incorporate
all the conditions of approval as listed in the development order and approved
by the City Commission.
41. The full address of the project shall be submitted with the construction
documents at the time of permit application submittal. If the project is multi-
family, then all addresses for the particular building type shall be submitted.
The name of the project as it appears on the Development Order must be
noted on the building permit application at the time of application submittal.
42. Show the proposed site lighting on the site and landscape plans (Chapter 4,
Section 7.BA) If possible, provide photo metrics as part of your TART plan
submittals.
COA.doc
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7
DEPARTMENTS INCLUDE REJECT
43. Any dwelling unit that has the optional elevator installed shall comply with
the requirements of the Federal Fair Housing Act. Additional requirements of
the Fair Housing Act may be applicable, such as parking and accessible
routes.
PARKS AND RECREATION
Comments:
44. Park Impact Fee - 61 Single-family Attached DU's @ $771.00 each =
$47,031.00. Payment to be made prior to issuance of first permit.
FORESTER/ENVIRONMENTALIST
Comments:
45. The Landscape Architect should tabulate the total diameter inches of existing
trees on the site. The tabular data should show the individual species of trees
proposed to be preserved in place, relocated or removed and replaced on site.
The replacement trees should be shown by a separate symbol on the
landscape plan sheet L2. [Environmental Regulations, Chapter 7.5, Article I
Sec. 7.D.p. 2.].
46. All shade and palm trees on the Trees and Palms List must be listed in the
description as a minimum of 12'-14' height, 3" DBH (4.5' off the ground), and
Florida # 1 (Florida Grades and Standards manual). The height of the trees
may be larger than 12'-14' to meet the 3" diameter requirement; or any gray
wood (gw) or clear trunk (c.t.) specifications. [Environmental Regulations,
Chapter 7.5, Article II Sec. 5.C. 2.1-
47. The landscape plan proposes four (4) Brazilian Beautyleaf trees along the
north property line. Staff recommends substituting these trees with a native
canopy tree.
PLANNING AND ZONING
Comments:
48. Approval of this project is contingent upon the approval of the accompanying
request for abandonment of Northeast 15th Place (ABAN 06-001) and land
use amendment / rezoning (LUAR 06-003).
49. A traffic study was sent to the Palm Beach County Traffic Division for
concurrency review in order to ensure an adequate level of service. The Palm
Beach County Traffic Division determined that the proposed redevelopment
project meets the Traffic Performance Standards of Palm Beach County.
Furthermore, the County would support the re-alignment of the eastern
COA.doc
02/08/06
8
DEPARTMENTS
segment of Northeast 15th Place, to align with the segment west of Federal
Highway, to eliminate the 110 feet offset. The Division suggests the
developer conduct a "traffic signal warrant analysis" at the re-aligned
intersection, as suggested by the developer's traffic engineer. The traffic
concurrency approval is subject to the Project Aggregation Rules set forth in
the Traffic Performance Standards Ordinance. No building permits are to be
issued after the build-out date of 2008.
50. Although not dimensioned on the elevations, the peak of the decorative
cupolas would be 46 feet - nine (9) inches height. At the time of permitting,
the elevation pages would have to be revised to indicate the height dimension
of the decorative cupolas. Furthermore, the peak of the cupolas cannot
exceed 45 feet in height or the developer would have to request and be
approved for a height exception.
51. With regards to the east property line, staff commends the developer for
substituting the three (3)-story models with the two (2)-story townhouse
models / recreation area where it abuts the single-family neighborhood.
However, the building at the northeast comer of the project is still proposed at
three (3) stories. Staff anticipates that the proposed height and proximity of
Building 1 (to the adjacent lot to the east) would negatively impact said lot.
Therefore, staff is recommending one (1) of the following two (2) solutions:
Either eliminate the easternmost unit of Building 1 (depicted as Model "A" of
Building 1 on the site plan) or reduce the height of Model "A" from three (3)-
stories to two (2)-stories. This modification will help the project comply with
the compatibility requirement of the IPUD zoning district.
52. At the time of permitting, on the site plan tabular data, indicate the square
footage and percentage distribution of pervious surface and also indicate the
proposed lot coverage per Chapter 4, Section 7. Note that lot coverage cannot
exceed more than 50 percent (Chapter 2, Section 5.L.).
53. At the time of permitting, provide a detail of the fountain / sculpture proposed
on the landscape plan (sheet Ll). Include its dimensions, material, and color
(Chapter 4, Section 7.D.).
54. All building elevations, including the cabana, should indicate paint
manufacturer's name and color codes (Chapter 4, Section 7.D.).
55. In order to ensure proper maintenance of the buffer areas, staff recommends
converting them from private property to "buffer tracts" that would be owned
and maintained by the Home Owners' Association.
56. A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or
Bougainvillea) is required at both sides of each project entrance / exit. The
signature trees must have six (6) feet of clear trunk if placed within the safe-
sight triangle (Chapter 7.5, Article 2, Section 5.N.). Alternative plant
material may be substituted if the above referenced plant material is not
available or undesired.
INCLUDE REJECT
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9
DEPARTMENTS INCLUDE REJECT
57. The subject site is located along Palm Tran Bus Route 1. Staff recommends
installing an upgraded shelter if a Palm Tran stop is located along Federal
Highway, abutting the subiect proiect.
58. As proposed in the new site plan, southbound egress (onto Federal Highway)
will occur from the re-aligned Northeast 15th Place. However, the
Community Redevelopment Agency (CRA) staff in discussions with I.N.C.A.
recommends that the developer create a new left-hand stacking lane (on the
northbound side of Federal Highway) approximately 550 feet north of the
proposed intersection of Northeast 15th Place and Federal Highway. This new
left-hand stacking lane would allow for V-turn traffic movements onto
southbound Federal Highway. This would allow for an alternative and safer
method for southbound egress onto Federal Highway from the subject project.
The developer would be responsible for the cost of said improvements
should the Florida Department of Transportation approve the concept.
59. Community Redevelopment Agency (CRA) staff is requiring a detail on site
plan of how overhead utilities along Federal Highway will be installed
underground.
60. No individual swimming pools or screened enclosures are proposed (or
requested by the developer) and would be noted as such within the Home
Owners Association documents. Likewise, the developer does not intend to
screen-in the balconies either.
61. A six (6)-foot high wall is proposed along the entire perimeter of the north
property line of the subject property. This may conflict with the six (6)-foot
high pre-cast concrete wall that was already approved along the south
property line for the Seaview Park Club project. This could be a potential
conflict because it would create a situation where there would be a narrow
gap between the subject property's proposed buffer wall and the approved
buffer wall (on the abutting property to the north). Therefore, staff
recommends that the applicant works with the abutting property owner to the
north to see ifthere may be mutual interest in eliminating one (1) of the walls
where two (2) are proposed. Also, staff recommends extending the wall
along the entire perimeter of the east property line of the subject property.
This will help buffer the subject property from the residential neighborhood
to the east as well as to help screen the intrusion of automobile headlights on
neighboring properties from parking areas and driveways.
COMMUNITY REDEVELOPMENT AGENCY COMMENTS:
Comments:
62. To be determined.
CITY COMMISSION COMMENTS:
COA.doc
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10
DEPARTMENTS INCLUDE REJECT
Comments:
63. To be determined.
MWRlelj
S:\Planning\SHARED\ WP\PROJ ECTS\Yachtsmans Cove\NWSP 06-003\COA.doc
Johnson. Eric
From:
Sent:
To:
Subject:
Brooks, Vivian
Wednesday, February 08,200610:49 AM
Johnson, Eric
RE:
Reject. Thanks
Vivian L. Brooks
Planning Director
Boynton Beach Community Redevelopment Agency
635 E. Ocean Avenue
Boynton Beach, FL 33435
561-737-3256
561-737 -3258
brooksvi@ci.boynton-beach.fl.us
From: Johnson, Eric
Sent: Wednesday, February 08, 2006 10:49 AM
To: Brooks, Vivian
Cc: Breese, Ed
Subject:
Vivian,
You had the following comment for Yachtsman's Cove:
Community Redevelopment Agency (CRA) staff is requiring the site plan be modified to identify the locations for
public art on site plan.
The site plan shows the location of the art but it doesn't identify the actual art itself. Your comment seems to be fulfilled.
How do we want to proceed with this? Do we want to keep the comment? Reject the commment? Revise the comment?
Thanks,
Eric
1
. ((7...~....'.
\'\~ . I
'i.r
/ ;') >J
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 06-020
TO:
Ed Breese, Principal Planner
Planning & Zoning Division
FROM:
Eric Johnson, Planner
Planning & Zoning Division
H. David Kelley, Jr., PEfpSM~/
City Engineer
DATE:
February 3,2006
REF:
Memo #06-005 dated 1/11/06
E-mail dated 2/01/06
SUBJECT:
Proposed Abandonment of
NE 15th Place for Yachtsman Cove
As I stated to you in the above noted e-mail correspondence (and in receipt of your Memorandum #06-
019, dated 1/31/06), this office has reviewed and accepted the latest version of the legal description for
the proposed abandonment of a portion of NE 15th Place. This latest version is subsequent to our
Memorandum noted above.
We suggest that a proviso be added to the agenda item that will be prepared for the City Commission
action on the ordinance that will be required for the abandonment process to proceed. That proviso
should read (to this effect):
"This abandonment shall not take effect until the proposed relocated portion of NE 15th
Place had been reviewed and accepted by the City Commission through the re-platting of
the existing Yachtman's Cove commercial area into the proposed townhome
development. "
If you need any further clarification, or have any questions, please advise me at x6988.
HDK/ck
xc: Laurinda Logan, PE, Sr. Engr.
Mike Rumpf, Dir. ofP&Z Div.
Peter Mazzella, Deputy Utility Director
File
S:\Engineering\Kribs\Abandonment - NE 15th PI for Yachtsman Cove. doc
Johnson, Eric
From:
Sent:
To:
Subject:
Mazzella, Pete
Wednesday, January 25, 20064:25 PM
Johnson, Eric
RE: Yachtsman's Cove NWSP 06-003
Eric
Answers below.
Pete
From:
Sent:
To:
Subject:
Johnson, Eric
Tuesday, January 24, 2006 11:43 AM
Mazzella, Pete
Yachtsman's Cove NWSP 06-003
Pete,
As you know, the Yachtsman's Cove site plan (for 61 fee-simple townhouse units) is scheduled for the February 14, 2006
CRA meeting. As such, I need to indicate how potable water and sanitary sewer services will be provided for. Please
complete the following paragraph. Thanks, Eric
The City's water capacity, as increased through the purchase of up to 5 million gallons of potable water per
day from Palm Beach County Utilities, would meet the projected potable water for this project (project
estimated to require a total of 26,300 gallons per day). Local piping and infrastructure improvements may be
required, especially on the water delivery system for the project, depending upon the final project
configuration and fire-flow demands. These local improvements would be the responsibility of the site
developer and would be reviewed at the time of permitting. Sufficient sanitary sewer and wastewater
treatment capacity is currently available to serve the projected total of 13,000 gallons per day, subject to the
applicant making a firm reservation of capacity, following approval of the site plan (see Exhibit "C" -
Conditions of Approval).
1
.'
ATLANTIS
Environmental Engineering, Inc.
Civil & Ellvirollmelllal Engineering
January 10, 2006
City of Boynton Beach
Planning & Zoning Division
100 E. Boynton Beach Boulevard
Boynton Beach, Florida 33425-0310
Attn: Sherie Coale
Re: Yachtsman's Cove
Dear Sir:
We received your comments with respect to the above referenced project and provide herein our
responses.
Albert R. apeliini, P.E.
Atlantis Environmental Engineering, Inc.
1311 Newport Center Drive West, Suite C, Deerfield Beach, Florida 33442
Tel: (954) 428-6300 / Fax: (954) 428-0122
1514 Broadway, Suite 201, Fort Myers, Florida 33901
E-mail: atlantis@carolina.net
Engineers . Scientists . General Contractors
Yachtsman's Cove - 2005-06.} ~-E
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PUBLIC WORKS - GENERAL
Comment 1
Prior to permit application contact the Public Works Department (561-742-6200)
regarding the storage and handling of refuse per the CODE, Section 10-26 (a).
Response 1
Refuse to be individual unit pick up in city approved containers.
Comment 2
Provide a minimum inside turning radius of 35-ft. at all intersections for Solid Waste
turning movements.
Response 2
35' turning radius provided. See SP-1
PUBLIC WORKS - TRAFFIC
Comment 3
Provide a traffic analysis and notice of concurrency (Traffic Performance Standards
Review) from Palm Beach County Traffic Engineering.
Response 3
Acknowledged - Submitted November 23, 2005 - RE-SUBMITTED
Comment 4
On the Site and Civil plans, show and identify all necessary traffic control devices
such as stop bars, stop signs, double yellow lane separators striping, directional
arrows and "Do Not Enter" signage, etc. See City Standard Drawings "K" Series for
striping details.
Responses 4
Architectural Site Plan to show information of permit drawings.
Comment 5 Increase double yellow lane separators to a minimum 20-ft. length at all
stop bars.
Response 5
Acknowledged
Comment 6 Incorporate a second handicap visitor parking space in the northwest
corner of the project.
Response 6
N/A, Parking spaces deleted by relocated Building 1 height/setback requirements.
See sheet SP-1
Yachtsman's Cove - 2005-06'1 L-E
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Comment 7
On-street parking will not be permitted along the NE 15th Place.
Response 7
Acknowledged
Comment 8
A dedicated right turn lane is required at the west end of NE 15th Place onto Federal
Hwy.
Response 8
Provided. See sheet SP-1
ENGINEERING
Comment 9
Add a general note to the Site Plan that all plans submitted for specific permits shall
meet the City's Code requirements at time of application. These permits include, but are
not limited to, the following: paving, drainage, curbing, site lighting, landscaping
and irrigation. Permits required from other permitting agencies such as Florida
Department of Transportation (FOOT), South Florida Water Management District
(SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental
Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach
County Engineering Department (PBCED), Palm Beach County Department of
Environmental Resource Management (PBCDERM) and any others, shall be included
with the permit request.
Response 9
Provided. See note 8, sheet SP-2
Comment 10
All comments requiring changes and/or corrections to the plans shall be reflected on all
appropriate sheets.
Response 10
Acknowledged. See general note under index of drawings, sheet SP-1.
Comment 11
Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the Technical Advisory Review Team
(TART) process does not ensure that additional comments may not be generated by the
Commission and at permit review.
Response 11
Acknowledged
Comment 12
The applicant shall proceed through the abandonment process (through the P&Z
Department) for road relocation and accompanying abandonment for NE 15th Place.
Yachtsman's Cove - 2005-0612-E
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Response 12
Acknowledged
Comment 13
Upon satisfactory Commission approval of the site plan, the applicant shall enter the
plat process through the City's Engineering Division. A preliminary plat application may
be initiated during the site plan review to expedite issuance of the Land Development
Permit.
Response 13
Acknowledged
Comment 14
Provide written and graphic scales on all sheets.
Response
Provided. See all sheets.
Comment 15
Correct discrepancies between the survey and plan sheets to accurately depict the
medians in Federal Hwy. and Ocean Inlet Dr. The survey accurately depicts the Ocean
Inlet Dr. median as continuous from Federal Hwy. east. The site and landscape plans
indicate a break in the median.
Response 15
Medians corrected. See SP-1
Comment 16
Show proposed site lighting on the Site and Landscape plans (LOR, Chapter 4, Section
7.8.4.) If possible please provide photometries as part of your TRC plan submittals - it
is much easier to identify and correct any deficiencies now than while you are waiting on
a permit!
Response 16
Will provide prior to 2nd submission as allowed. (Sentence 3 on comment cover.)
Comment 17
It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to
eliminate future shadowing on the parking surface (LOR, Chapter 23, Article II, Section
A.1.b.)
Response 17
Acknowledged
Comment 18
Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an
unobstructed cross-visibility at a level between 2.5-ft. and 8-ft. above the pavement
(LOR, Chapter 7.5, Article II, Section 5.H.)
Yachtsman's Cove - 2005-0bI2-E
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Response 18
Acknowledged
Comment 19
The medians on Federal Hwy. and Ocean Inlet Dr., along the south side of NE 15th Pl.,
and the pocket park on the east side of the Yachtsman Cover plaza have existing
irrigation and plant material belonging to the City of Boynton Beach. Any damage to the
irrigation system and/or plant material as a result of the contractor's operations shall be
repaired or replaced to the equivalent or better grade, as approved by the City of
Boynton Beach, and shall be the sole responsibility of the developer. The contractor
shall notify and coordinate with the City of Boynton Beach Forestry & Grounds ~ivision
of Public Works a minimum of six (6) weeks in advance of any underground activities.
Please acknowledge this notice in your comments response and revise Note #7 (Sheet
L2) to include all the above stated information.
Response 19
Acknowledged
Comment 20
Staff strongly recommends placing canopy trees far enough back from drive aisles to
minimize the potential for vertical conflicts with high-profile vehicles.
Response 20
Acknowledged
Comment 21
Ensure tree species specified along Federal Hwy will not conflict with the overhead
power lines.
Response 21
Acknowledged
Comment 22
Staff recommends the use of cultivars such as "High-Rise" or "Cathedral" for the Live
Oaks to minimize the potential for vertical conflicts with high-profile vehicles.
Response 22
Acknowledged
Comment 23
Sidewalks adjacent to parking lots shall be continuous through all driveways and shall
be 6 in. thick within driveways (LOR, Chapter 23, Article II, Section P.)
Response 23
Acknowledged
Comment 24
Indicate by note that catch basin and manhole covers shall be bicycle proof (LOR,
Chapter 6, Article IV, Section 5.A.2.g).
Yachtsman's Cove - 2005-0612-E
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Response 24
Acknowledged
Comment 25
Full drainage plans, including drainage calculations, in accordance with the LOR,
Chapter 6, Article IV, Section 5 will be required at the time of permitting.
Response 25
Acknowledged
Comment 26
Paving, Drainage and site details will not be reviewed for construction acceptability at
this time. All engineering construction details shall be in accordance with the applicable
City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and
Construction Standards" and will be reviewed at the time of construction permit
application.
Response 26
Acknowledged
UTILITIES
Comment 27 - AEI - B Please provide a timeline that clearly illustrates when water and
sewer services will be required to serve the proposed project. Your starting date for the
timeline should be the date of City Commission approval. Also provide milestone dates
for permit application, the start of construction, and the setting of the first water meter.
This timeline will be used to determine the adequacy of water and wastewater treatment
capacity for your project upon the project's completion, so please be as accurate as
possible.
Response 27
Acknowledged
Comment 28
All utility easements and utility lines shall be shown on the site plan and landscape
plans (as well as the Water and Sewer Plans) so that we may determine which
appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will
be the only tree species allowed within utility easements. Canopy trees may be planted
outside of the easement so that roots and branches will not impact those utilities within
the easement in the foreseeable future. The LOR, Chapter 7.5, Article I, Section 18.1
gives public utilities the authority to remove any trees that interfere with utility services,
either in utility easements or public rights-of-way.
Response 28
Acknowledged - Site plan revised
Comment 29
Palm Beach County Health Department permits will be required for the water and sewer
systems serving this project (CODE, Section 26-12).
Yachtsman's Cove - 2005-0b12-E
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Response 29
Acknowledged
Comment 30
Fire flow calculations will be required demonstrating the City Code requirement of 1,500
g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as
stated in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by
insurance underwriters, whichever is greater (CODE, Section 26-16(b)).
Response 30
Acknowledged
Comment 31
The LOR, Chapter 6, Article IV, Section 16 requires that all points on, each building will
be within 200 feet of an existing or proposed fire hydrant. The submitted plan does (per
se) meet this requirement, however, it does not reflect an existing fire hydrant along the
east side of Federal Highway (at the existing intersection of NE 151h Place), and in
addition, will require an additional fire hydrant along Ocean Inlet Drive just southwest of
the recreational swimming pool area.
Response 31
Acknowledged - SHEETS C1 &C2
Comment 32
The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this
project either upon the request for the Department's signature on the Health Department
application forms or within seven (7) days of site plan approval, whichever occurs first.
This fee will be determined based upon final meter size, or expected demand.
Response 32
Acknowledged
Comment 33
Water and sewer lines to be owned and operated by the City shall be included within
utility easements. Please show all proposed easements on the engineering drawings,
using a minimum width of 12 feet. The easements shall be dedicated via separate
instrument to the City as stated in CODE Sec. 26-33(a).
Response 33
Acknowledged - WILL SUBMIT FINAL EASEMENT DOCS IN ACCORDANCE WITH
CODE
Comment 34
This office will not require surety for installation of the water and sewer utilities, on
condition that the systems be fully completed, and given to the City Utilities Department
before the first permanent meter is set. Note that setting of a permanent water meter is
a prerequisite to obtaining the Certificate of Occupancy.
Yachtsman's Cove - 2005-0b 12-E
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Response 34
Acknowledged
Comment 35
A building permit for this project shall not be issued until this Department has approved
the plans for the water and/or sewer improvements required to service this project, in
accordance with the CODE, Section 26-15.
Response 35
Acknowledged
Comment 36
PVC material is not permitted on the City's water system. All lines shall be DIP.
Response 36
Acknowledged
Comment 37
Appropriate backflow preventer(s) will be required on the domestic water service to the
building, and the fire sprinkler line if there is one, in accordance with the CODE, Section
26-207.
Response 37
Acknowledged
Comment 38
The LOR, Chapter 3, Article IV, Section 3(P) requires a statement be included that
utilities are available and will be provided by all other appropriate agencies. This
statement is lacking on the submitted plans.
Response 38
Acknowledged - SHEETS C-3
Comment 39
The City has an existing Lift Station in the Ocean Inlet Dr. median. Please indicate if any
proposed improvements in connection with this project will impact this lift station.
Response 39
Acknowledged
Comment 40
Water main sizes are shown larger than normally installed for the service mains for this
size project. In addition, the existing water mains serving both Ocean Inlet Dr. and NE
15th PI. are 6-in. diameter, not 8-in. as indicated. Further, some of the water main
currently in existing NE 15th PI. is not shown at all to which abandonment and/or
relocation should be indicated. To add to the confusion, the plan reflects a water
interconnect between the two (2) roadways at the east property line, when there is
none. Sheet C-3 needs to be corrected and resubmitted for proper evaluation.
Yachtsman's Cove - 2005-06"1 ~-E
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Also please note that all existing utility lines located in current NE 15th PI. are not
shown, which would need to be abandoned and removed before any buildings could be
erected in the conflict area. The applicant needs to show the existing force main from
Lift Station #203 (located in Ocean Inlet Dr.); this will validate that no interference with
its function will occur.
Response 40
Acknowledged - SHEETS C-1 & C-3
Comment 41
Please provide engineering calculations supporting the proposed water main design,
including documentation that required fire flows will be met.
Response 41
Acknowledged - DOCUMENTATION 10
Comment 42
Water meter banks as depicted on the plans are not acceptable. Each townhome shall
have a service connection and associated water meter from the main to the front of the
home.
Response 42
Acknowledged - SHEETS C-1 & C-3
Comment 43
Utility construction details will not be reviewed for construction acceptability at this time.
All utility construction details shall be in accordance with the Utilities Department's
"Utilities Engineering Design Handbook and Construction Standards" manual (including
any updates) and will be reviewed at the time of construction permit application.
Response 43
Acknowledged
Yachtsman's Cove - 2005-0612-E
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1ST REVIEW COMMENTS
New Site Plans
FIRE
Comment 1
During construction all roads shall be compacted to 32 tons to accommodate Fire
Department apparatus. These roads shall be maintained from the finished road to the
site of vertical construction. The pouring of the slab is considered vertical construction.
See FOOT Standard Specifications for Road and Bridge Construction (2000) Division II,
Section 160, Stabilizing. Adequate Fire Department vehicle turn around shall be
provided throughout construction. Should any Fire Department vehicle become stuck
due to poor roads or turn around, the developer shall be liable for any cost inclined. All
gates and turn around systems will be tested with a Fire Department engine before
construction begins and before a CO is issued.
Response 1
Acknowledged
Comment 2
All gates shall have a KNOX padlock or entry system. Gates shall have a width of 12
foot in the clear if they are one way and 20' in the clear if two way.
Response 2
N/A
Comment 3
Provide a sheet that clearly shows the location of the fire hydrants and the size of the
mains feeding these hydrants. Provide hydraulic calculations using a flow test
conducted by the Boynton Beach Fire Department that show fire flow of not less than
1500 gpm @ 20 psi. Buildings shall not be more that 200 feet from a hydrant. All
hydrants shall be operable before vertical construction can begin.
Response 3
Acknowledged - SHEETS C-1 & C-3 - Flow test has been ordered
Comment 4
Site address shall be posted before construction begins and maintained throughout the
project. This address shall be visible from the main road, in numbers not less than 6"
high that contrast with their background.
Response 4
Acknowledged
Comment 5
All buildings, regardless of their purpose, that are 30' high or taller, shall have an
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approved NFPA 13 or 13R fire sprinkler system. This distance is measured to the
underside of the highest point of the building from the point of lowest entry. See
Chapter 9, Section 7-2-2A 1. An external signaling device shall be installed to alert
passers by and dwellers that a sprinkler head has activated. A horn/strobe is preferred.
Response 5
Will be provided on Permit Drawings
Comment 6
Any living unit with an attached parking garage shall have a carbon monoxide detector
installed within the living unit and tied into the smoke detectors.
Response 6
Will be provided on Permit Drawings
POLICE
Comment 7
It is recommended that a photometric light study be completed to show that standards
are met and the site has safe lighting levels.
Response 7
Will be provided on Permit Drawings
BUILDING DIVISION
Comment 8
Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the TART (Technical Advisory Review
Team) process does not ensure that additional comments may not be generated by the
commission and at permit review.
Response 8
Acknowledged
Comment 9
Indicate within the site data the type of construction of each building as defined in 2004
FBC, Chapter 6.
Response 9
Provided. See sheet SP-2
Comment 10
Indicate within the site data the type of construction of each building as defined in 2004
FBC, Chapter 3
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Response 10
Provided. See sheet SP-2
Comment 11
The height and area for buildings or structures of the different types of construction shall
be governed by the intended use or occupancy of the building, and shall not exceed the
limits set forth in Table 503 of the 2004 FBC.
Response 11
N/A
Comment 12
Place a note on the elevation view drawings indicating that the exterior wall openings
and exterior wall construction comply with 2004 FBC, Table 704.8, or 2004 FBC,
Residential, Section R302.2. Submit calculations that clearly reflect the percentage of
protected and unprotected wall openings permitted per 2004 FBC, Table 704.8 or 2004
FBC, Residential, Section R302.2.
Response 12
Will be provided on Permit Drawings. Signed and sealed calculations will submitted at
permit
Comment 13
Buildings, structures and parts thereof shall be designed to withstand the minimum wind
loads of 140 mph. Wind forces on every building or structure shall be determined by the
provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind
Loads). Calculations that are signed and sealed by a design professional registered in
the state of Florida shall be submitted for review at the time of permit application.
Response 13
Will be provided on Permit Drawings. See note 2, sheet SP-2. Signed and sealed
calculations will submitted at permit
Comment 14
Every building and structure shall be of sufficient strength to support the loads and
forces encountered per the 2004 FBC, Section 1607 and Table 1607.1. Indicate the live
load (psf) on the plans for the building design.
Response 14
Will be provided on Permit Drawings.
Comment 15
Buildings three-stories or higher shall be equipped with an automatic sprinkler system
per F.S. 553.895. Fire protection plans and hydraulic calculations shall be included with
the building plans at the time of permit application.
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Response 15
Will be provided on Permit Drawings.
Comment 16
Add to all plan view drawings of the site a labeled symbol that represents the location
and perimeter of the limits of construction proposed with the subject request.
Response 16
Will be provided on Permit Drawings.
Comment 17
At time of permit review, submit signed and sealed working drawings of the proposed
construction.
Response 17
Will be provided on Permit Drawings.
Comment 18
Identify within the site data the finish floor elevation (lowest floor elevation) that is
proposed for the building. Verify that the proposed elevation is in compliance with
regulations of the code by adding specifications to the site data that address the
following issues:
. The design professional-of-record for the project shall add the following text to
the site data. "The proposed finish floor elevation NGVD is
above the highest 1 DO-year base flood elevation
applicable to the building site, as determined by the SFWMD's surface water
management construction development regulations."
Response: Noted. See sheet SP-1 & SP-2
. From the FIRM map, identify in the site data the title of the flood zone that the
building is located within. Where applicable, specify the base flood elevation. If
there is no base flood elevation, indicate that on the plans.
Response:
. Identify the floor elevation that the design professional has established for the
building within the footprint of the building that is shown on the drawings titled site
plan, floor plan and paving/drainage (civil plans).
Response: Noted. See sheet SP-1 & SP-2
Comment 19
Add to the submittal a partial elevation view drawing of the proposed perimeter wall.
Identify the type of wall material and the type of material that supports the wall,
including the typical distance between supports Also, provide a typical section view
drawing of the wall that includes the depth that the wall supports are below finish grade
and the height that the wall is above finish grade. The location and height of the wall
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shall comply with the wall regulations specified in the Zoning Code.
Response 19
Provided. See Detail 2/SP-2 on sheet SP-2
Comment 20
On the drawing titled site plan identify the property line.
Response 20
Provided. See sheet SP-1
Comment 21
As required by the CBBCO, Part 01 titled "Land Development Regulations", submit a
site plan that clearly depicts the setback dimensions from each property line to the
leading edge of the buildings. The leading edge of the buildings begins at the closest
point of the overhang or canopy to the property line. In addition, show the distance
between all the buildings on all sides.
Response 21
Provided. See dimensions on Sheet SP-1
Comment 22
To properly determine the impact fees that will be assessed for the one-story
pool building, provide the following:
. Will the pool building be restricted to the residents of the entire project only?
Response: Yes
. Will the residents have to cross any major roads or thoroughfares to get to
the pool building?
Response: Yes
. Will there be any additional deliveries to the site?
Response: Individual residence Le.: USPS, OED EX, etc.
. Will there be any additional employees to maintain and provide service
to the site?
Response: Yes, H.O.A. to contract out.
Please have the applicant provide the City with a copy of the letter that will be
sent to the impact fee coordinator. To allow for an efficient permit review, the
applicant should request that the County send the City a copy of their determination of
what impact fees are required for the pool building.
Response: Acknowledged
Comment 23
Add to the floor plan drawing of the pool building a breakdown of the floor
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area. The area breakdown shall specify the total area of the building, covered area
outside, covered area at the entrances, total floor area dedicated for the pool building
and other uses located within the building. Specify the total floor area that is air-
conditioned. Label the use of all rooms and floor spaces.
Response 23
Provided. See sheet A-20S
Comment 24
CBBCPP 3.C.3.4 requires the conservation of potable water. City water may not,
therefore, be used for landscape irrigation where other sources are readily available.
Response 24
Acknowledged
Comment 25
A water-use permit from SFWMD is required for an irrigation system that utilizes water
from a well or body of water as its source. A copy of the permit shall be submitted at the
time of permit application, F.S. 373.216.
Response 25
At permitting
Comment 26
If capital facility fees (water and sewer) are paid in advance to the City of Boynton
Beach Utilities Department, the following information shall be provided at the time of
building permit application:
. The full name of the project as it appears on the Development Order and the
Commission-approved site plan.
. If the project is a multi-family project, the building number/s must be provided.
The building numbers must be the same as noted on the Commission-approved
site plans.
. The number of dwelling units in each building.
. The number of bedrooms in each dwelling unit.
. The total amount paid and itemized into how much is for water and how much is
for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34)
Response 26
Acknowledged
Comment 27
At time of permit review, provide a completed and executed CBB Unit of
Title form. The form shall describe all lots, parcels, or tracts combined as one lot. A
copy of the recorded deed with legal descriptions, of each property that is being unified,
is required to be submitted to process the form. The property owner that is identified on
each deed shall match.
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Response 27
At permitting
Comment 28
At time of permit review, submit separate surveys of each lot, parcel, or tract. For
purposes of setting up property and ownership in the City computer, provide a copy of
the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at
time of permit review.
Response 28
Acknowledged
Comment 29
At time of building permit application, submit verification that the City of Boynton Beach
Parks and Recreation Impact Fee requirements have been satisfied by a paid fee or
conveyance of property. The following information shall be provided:
. A legal description of the land.
. The full name of the project as it appears on the Development Order and the
Commission-approved site plan.
. 1.f the project is a multi-family project, the building numberls must be provided.
The building numbers must be the same as noted on the Commission-approved
site plans.
. The number of dwelling units in each building.
. The total amount being paid.
(CBBCO, Chapter 1, Article V, Section 3(f))
Response 29
At permitting
Comment 30
Add a general note to the site plan that all plans submitted for permitting shall meet the
City's codes and the applicable building codes in effect at the time of permit application.
Response 30
Provided. See note 8 on sheet SP-2
Comment 31
Pursuant to approval by the City Commission and all other outside agencies, the plans
for this project must be submitted to the Building Division for review at the time of permit
application submittal. The plans must incorporate all the conditions of approval as listed
in the development order and approved by the City Commission.
Response 31
Acknowledged
Comment 32
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The full address of the project shall be submitted with the construction documents at the
time of permit application submittal. If the project is multi-family, then all addresses for
the particular building type shall be submitted. The name of the project as it appears on
the Development Order must be noted on the building permit application at the time of
application submittal.
Response 32
At Permitting
Comment 33
Show the proposed site lighting on the site and landscape plans. (LRD, Chapter 4,
Section 7.8.4) If possible, provide photo metrics as part of your TART plan submittals.
Response 33
Will provide prior to 2nd submission as allowed. (Sentence 3 on comment cover.)
Comment 34
Add to the floor plan drawings of the individual units a breakdown of the area within the
unit. The area breakdowns for each unit shall specify the total area of the unit, area of
the balcony, total area that is air-conditioned and, where applicable, total area of
storage and garage space. If the garage and storage areas are not part of a specific
unit, the area shall be included and identified within the area of the building. Indicate
how many of each type of unit will be on each floor and within the building.
Response 34
Provided. See sheets A-801 through A-804
Comment 35
Add to the site data the total area under roof of each residential building. Provide
tabular area data for each floor of each building. The breakdown shall include the
following areas and each area shall be labeled on the applicable floor plan drawing:
· Common area covered walkways;
Covered stairways;
Common area balconies;
Entrance area outside of a unit
Storage areas (not part of a unit);
Garages (not part of a unit);
Elevator room;
· Electrical room;
Mechanical room;
Trash room;
Mailbox pickup and delivery area; and
· Any other area under roof
(Chapter 4 - Site Plan Review, Section 7.E.2 and 3)
Response 35
Applies only to Pool Pavilion. See sheet A-205.
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Comment 36
Any dwelling unit that has the optional elevator installed shall comply with the
requirements of the Federal Fair Housing Act. Additional requirements of the Fair
Housing Act may be applicable, such as parking and accessible routes.
Response 36
See note 9 on sheet SP-2
PARKS AND RECREATION
Comment 37
Park Impact Fee - 61 Single-family Attached DW's @ $771.00 each = $47,031.00.
Payment to be made prior to issuance of first permit.
Response 37
Acknowledged
COMMENTS 38-49 ARE LANDSCAPE
Comment 38
Trees must have a 3" caliper at DBH.
Response 38
Acknowledged
Comment 39
Plan must include two of the City's signature trees.
Response 39
Acknowledged
Comment 40
Irrigation must use a non-potable water source, have 110% coverage, provide a bubbler
at each trees and separate zones for planting and sod areas.
Response 40
Acknowledged
Comment 41
Above ground mechanical equipment must be screened using cocoplum.
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Response 41
Acknowledged
FORESTERlENV1 RONMENT ALlST
ExistinQ Trees ManaQement Plan Sheet L2
Comment 42
The Landscape Architect should tabulate the total diameter inches of existing trees on
the site. The tabular data should show the individual species of trees proposed to be
preserved in place, relocated or removed and replaced on site. The replacement trees
should be shown by a separate symbol on the landscape plan sheet L2.
[Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.]
Response 42
Acknowledged
Plant and Materials List Sheet L2
Comment 43
All shade and palm trees on the Trees and Palms List must be listed in the description
as a minimum of 12'-14' height, 3" DBH (4.5' off the ground), and Florida #1 (Florida
Grades and Standards manual). The height of the trees may be larger than 121-141 to
meet the 3" diameter requirement; or any gray wood (gw) or clear trunk (c.t.)
specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. S.C. 2.]
Response 43
Acknowledged
Comment 44
The landscape design does not include the City signature trees (Tibochina
granulosa) at the ingress / egress areas to the site. These trees must meet the
minimum size specifications for trees. [Environmental Regulations, Chapter 7.5,
Article II Sec. 5.C.3.N.]
Response 44
Acknowledged
Comment 45
The planting details sheet L3 should include a line indicating where the diameter and
height, of all of the shade trees will be measured at time of planting and inspection.
Response 45
Acknowledged
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Comment 46
The details sheet L3 should include a line indicating where the gray wood, clear trunk
and height of all of the palm trees will be measured at time of planting and inspection.
Response 46
Acknowledged
Comment 47
The white bird of paradise plant listed (L2) should all have a spread size.
Response 47
Acknowledged
Comment 48
The details sheet L3 should include a line indicating where the height and spread of the
shrubs will be measured at time of planting and inspection.
Response 48
Acknowledged
Comment 49
The applicant should add a note that all utility boxes or structures (not currently known or
shown on the plan) should be screened with Coco plum hedge plants on three sides.
Response 49
Acknowledged
Comment 50
The applicant should show an elevation cross-section detail of the actual heights of the
proposed landscape trees and vegetation at the time of planting to (proper scale)
visually buffer the proposed buildings from the Federal Highway right-of-way.
Response 50
Acknowledged
Irriaation Plan
Comment 51
Turf and landscape (bedding plants) areas should be designed on separate zones and
time duration for water conservation.
Response 51
N/ A Permitting
Comment 52
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Trees should have separate irrigation bubblers to provide water directly to the root
ball. [Environmental Regulations, Chapter 7.5, Article II Sec. 5. C.2.]
Response 52
N/A Permitting
PLANNING AND ZONING
Comment 53
At the technical advisory review team (TART) meeting, provide written responses to all
staffs comments and questions. Submit 12 sets of revised plans. Each set should be
folded and stapled.
Response 53
Provided
Comment 54
At the technical advisory review team meeting, also provide a full set of reduced
drawings, sized 81/4 inches by 11 inches of each plan. Save each plan to a compact
disk and submit that to staff as well.
Response 54
Provided
Comment 55
Staff considers these plans to be at the final stage of site plan review, the last stage prior
to permit review. As such, all comments need to be addressed and shown on the plans
prior to the TART meeting.
Response 55
All comments have been addressed that pertain to this office's discipline.
Comment 56
Project compatibility will be judged on how well the proposed development fits within the
context of the neighborhood and abutting properties. Provide elevations and cross-
sections showing adjacent structures within this site plan application (Chapter 2, Section
5.L.4.g.(1)). In the past, the Community Redevelopment Agency Board (CRA) Board has
been very diligent in requesting developers to provide a drawing that shows what the
project would look like when viewing the subject property from an adjacent property, in
this case, from the east. Therefore, staff recommends that you provide a supplemental
drawing that shows the east elevations (abutting the single-family homes) that depicts
the buildings with the plant material at maturity.
Response 56
Provided. See sheet A-405.
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Comment 57
Approval of this project is contingent upon the approval of the accompanying request for
abandonment of Northeast 15th Place (ABAN 06- 001) and land use amendment I
rezoning (LUAR 06-003).
Response 57
Acknowledged
Comment 58
It is the applicant's responsibility to ensure that the new site plan is publicly advertised in
accordance with Ordinance 04-007
Response 58
Acknowledged
Comment 59
A unity of title may be required. The Building Division of the Department of Development
will determine its applicability.
Response 59
Acknowledged
Comment 60
Abandonment and rededication of easements must be recorded prior to issuance of a
building permit for the project.
Response 60
Acknowledged
Comment 61
The traffic impact analysis must be approved by the Palm Beach County Traffic Division
for concurrency purposes prior to the issuance of any building permits.
Response 61
Acknowledged - re-submitted
Comment 62
The project must obtain approval from the School District of Palm Beach County
regarding school concurrency prior to the issuance of a building permit. It would be
preferable to have this approval prior to the Community Redevelopment Agency Board
meeting (February 14, 2006).
Response 62
Acknowledged - re-submitted
Comment 63
A drainage statement is required prior to the Technical Review Committee meeting
.
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(Chapter 4, Section 7.F.2.).
Response 63
Acknowledged - SHEET C-3
Comment 64
Applicants who wish to utilize City electronic media equipment for presentations at City
Commission Public Hearings must notify the Planning and Zoning Department
representative at least one week prior to the scheduled meeting. Staff recommends
using a PowerPoint presentation at the Community Redevelopment Agency Board
meeting.
Response 64
Acknowledged
Comment 65
The IPUD zoning district perimeter setbacks shall mirror setbacks of adjacent zoning
district(s) but with a minimum of the setback required for a single-family residence as
determined by the orientation of the structures in the IPUD (Chapter 2, Section 5.L.3.).
The property to the north is zoned Infill Planned Unit Development (IPUD) and was
approved with a similar, multi-family residential project. The buildings in the project to
the north were approved with a 48.32-foot setback from the north property line of the
subject project. The site plan for the subject project proposes a 10-foot north (side)
setback. This is acceptable, given the fact that both projects will have comparable-sized
landscape buffers. The property to the south is right-of-way for Ocean Inlet Drive, and
then further south is a developed, multi-family residential project zoned IPUD. The
townhouse buildings inside Murano Bay are setback 16 feet from its north property line,
adjacent to Ocean Inlet Drive. The site plan of the subject property proposes a 10-
foot south setback, adjacent to Ocean Inlet Drive. This is acceptable. The properties to
the east are zoned Single-family Residential (R-1-AA). These lots have been developed
with single-family detached homes and the IPUD regulations specifically addresses
compatibility requirements with these types of developments. The sides of these single-
family detached homes abut the subject property. The side setback of the R-1-AA
zoning district is 10 feet. In addition, it should be noted that a structure on the perimeter
of an IPUD project that is adjacent to an existing single-family neighborhood must
adhere to additional setback requirements. The IPUD regulations require an additional
one (1) foot building setback for each one (1) foot in building height that exceeds 30
feet. Staff cannot determine if the 10-foot setback would be an acceptable setback
because the proposed building heights are not correctly identified on the elevations.
Please note that according to Chapter 2, Section 5.LA.g.(2), if vegetation, screening or
other bathers and / or creative design on the perimeter of an IPUD achieve compatibility
with adjacent uses, the city may grant some relief from the following: Structures on the
perimeter of an IPUD project, in addition to the basic setback requirements, must be
setback one (1) additional foot for each one (1) foot in height for the perimeter structures
that exceed 30 feet. A landscape bather is defined as follows: A near solid element
combining a wall and / or natural vegetation intended to block all direct and reasonable
views. It shall be comprised of a berm, buffer wall and / or natural vegetation (as
deemed appropriate by the city) consisting of various trees species planted tip-to-tip in
two or more staggered rows. Land to the west is right-of-way for Federal Highway.
.
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Therefore, minimum required setbacks cannot be determined for the west property line
of the subject property. The site plan proposes a 10-foot setback along the west
property line. This is acceptable.
Response 65
Northeast building relocated. See sheet SP-1.
Comment 66
The code defines building height as follows: The vertical distance in feet measured from
the lowest point at the property line of an adjacent property or from the minimum base
flood elevation as established by FEMA, whichever is highest, to the highest point of the
roof for flat roofs, to the deck line for mansard roofs and parapet roofs with parapets less
than five (5) feet in height. Gable and hip roof heights shall be measured to the
midpoint between the eaves and the ridge. On all elevation pages, indicate the proposed
building heights. Also, include the dimension of the peak of the highest portion of the
roof.
Response 66
Provided. See sheets A-401 through A-404
Comment 67
With regards to the east property line, staff commends the developer for substituting the
three (3)-story models with the two (2)-story townhouse models / recreation area where
it abuts the single-family neighborhood. However, the building at the northeast corner of
the project is still proposed at three (3) stories. Staff recommends replacing the entire
building (or at the very least, the easternmost portion of the buildings) with the two (2)-
story model. This modification will help the project comply with the compatibility
requirement of the IPUD zoning district.
Response 67
The building in question has been relocated to comply with height/setback requirements.
This building also complies with the adjacent zoning of allowable 3-story single-family
structures.
Comment 68
It is a basic public expectation that landowners requesting the use of the IPUD district
will develop design standards that exceed the standards of the basic development
standards in terms of site design, building architecture, and construction materials,
amenities and landscape design (Chapter 2, Section 5.L.l.b.). The city is not obligated to
automatically approve the level of development intensity request for the IPUD. Instead, it
is expected to approved only such level of intensity that is appropriate for a particular
location in terms of land use compatibilities (Chapter 2, Section 5.L.l.c.).
Response 68
Acknowledged
Comment 69
Describe the proposed method of trash collection. It should be noted that dumpsters or
trash containers should not be located within setbacks abutting. single-family residential
.
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developments (Chapter 2, Section 5.L.4.e.(3).).
Response 69
Provided. See note 10 on sheet SP-2.
Comment 70
Special emphasis should be placed on screening the intrusion of automobile headlights
on neighboring properties from parking areas and driveways (Chapter 2, Section
5.L.4.b.(4).). Staff recommends incorporating a buffer wall into the design of the east
landscape buffer where vehicle headlights could shine on abutting properties.
Response 70
Islands provided. See sheet SP-1
Comment 71
Are these fee-simple townhouse units or townhouse-style condominium units? If fee-
simple, revise the site pan or provide an alternate plan showing the lot lines of the fee-
simple area. Also, will the 2',d story balconies extend outside of the fee-simple area?
Response 71
Fee simple
Comment 72
The IPUD zoning district requires 200 square feet of usable open space per dwelling
unit. The plan proposes 61 dwelling units, and therefore, 12,200 square feet of usable
open space is required (Chapter 2, Section 5.L.3.). On the site plan tabular data (sheet
101), please indicate that 12,000 square feet of usable open space is required. The pool
/ clubhouse area may be used to meet this requirement.
Response 72
Provided. See Site Data sheet SP-2.
Comment 73
On the site plan tabular data, indicate the square footage and percentage distribution of
pervious surface and also indicate the proposed lot coverage per Chapter 4, Section 7.
Note that lot coverage cannot exceed more than 50 percent (Chapter 2, Section 5.L.).
Response 73
Provided. See Site Data sheet SP-2.
Comment 74
On the overall site plan tabular data (sheet A-1 01), indicate that the project lies within
the Federal Highway Corridor Community Redevelopment Plan Study Area I.
Response 74
Provided. See Site Data sheet SP-2.
..
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Comment 75
Will an on-site lift-station be required as a result of this development? If so, show its
location on the site plan.
Response 75
NO LIFT STATIONS
Comment 76
If a fence is required around the pool/clubhouse area, provide a detail of the fence
including the dimensions, material, and color (Chapter 4, Section 7.0.).
Response 76
Provided. See Site Data sheet SP-2.
Comment 77
Provide a detail of the fountain / sculpture proposed on the landscape plan (sheet L 1).
Include its dimensions, material, and color (Chapter 4, Section 7.0.).
Response 77
FUTURE SELECTION
Comment 78
All building elevations, including the cabana, should indicate paint manufacturer's name
and color codes (Chapter 4, Section 7.11).
Response 78
Provided. See sheet A-205
Comment 79
Provide paint swatches for the elevations. Staff recommends using a color schedule
(Chapter 4, Section 7.0.).
Response 79
Previously submitted
Comment 80
Include a color rendering of all elevations prior to the TART meeting (Chapter 4, Section
7.0.2.). These will be on display at the public meetings.
Response 80
Previously submitted
Comment 81
Will there be a provision for outdoor patios, concrete patios, screen enclosures, or solid-
roof enclosures? Please discuss these amenities with staff prior to the Technical
Advisory Review Team (TART) meeting. The proposed setbacks for the aforementioned
amenities need to be indicated within the, overall site plan tabular data.
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Response 81
See sheet SP-1
Comment 82
Are parking spaces proposed along the relocated Northeast 15th Place? If so, show their
location and dimensions.
Response 82
Removed. See sheet SP-1
Comment 83
Provide a drawing of a typical freestanding outdoor lighting pole. The typical drawing of
the freestanding outdoor lighting poles must include the color and material. The design,
style, and illumination level shall be compatible with the building design (height) and
shall consider safety, function, and aesthetic value (Chapter 9, Section 10.F.1.). A
minimum average light level of one (1) foot candle shall be provided, with no more
than 10% of the pot readings below one (1) foot candle and none below IA
foot-candle (Chapter 23, Article 11.A.1.a).
Response 83
Provided. See attached 8 W' x 11".
Comment 84
Lighting shall not be of an intensity that produces glare on adjacent property (Chapter 9,
Section 10.F.2.).
Response 84
N/A
Comment 85
Feature lighting emphasizing plants, trees, barriers, entrances, and exits is encouraged
(Chapter 9, Section 10.F.3.).
Response 85
Acknowledged
Comment 86
In order to ensure proper maintenance of the buffer areas, staff recommends converting
them from private property to "buffer tracts" that would be owned and maintained by the
Home Owners' Association.
Response 86
Acknowledged
Comment 87
On the landscape plan, ensure that the plant quantities match between the tabular data
and the graphic illustration. Also, please indicate the proposed species and quantity on
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the landscape plan (sheet L2). This makes it much easier to determine compliance with
applicable codes.
Response 87
Acknowledged
Comment 88
Place a note on the site plan that all above ground mechanical equipment such as
exterior utility boxes, meters, transformers, and back-flow preventers shall be visually
screened (Chapter 9, Section 10.CA.). Staff recommends screening the at-grade AlC
units proposed behind each unit with native hedge material.
Response 88
Provided. See note 1 on sheet SP-2.
Comment 89
All trees, if proposed as trees, must be at least 12 feet in height and three (3) caliper
inches at the time of their installation (Chapter 7.5, Article II, Section 5.C.2.). This applies
to the Green Malayan Coconut palm, Yellow Geiger tree, and Ligustrum tree.
Response 89
Acknowledged
Comment 90
The trees proposed around the townhouse and condominium buildings must be installed
at IA the building height of the building (Chapter 7.5, Article II, Section S.M.).
Response 90
Acknowledged
Comment 91
Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5,
Article II, Section 5.P). Please categorize as follows: 1. Shade trees, 2. Palm trees, 3.
Shrubs & Groundcover. On the landscape plan, indicate the total quantities within each
category and their native percentages.
Response 91
Acknowledged
Comment 92
A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or Bougainvillea) is
required at both sides of each project entrance / exit. The signature trees must have six
(6) feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2,
Section 5.N.). Alternative plant material may be substituted if the above referenced plant
material is not available or undesired.
Response 92
Yachtsman's Cove - 2005-061<.'::
28 of 29
Acknowledged
Comment 93
Any substitution of plant material (for the signature tree requirement) will be subject to
the City Forester / Environmentalist review and approval.
Response 93
Acknowledged
Comment 94
All signage is subject to review and approval of the Community Redevelopment Agency
and City Commission. Will this development have a subdivision identification sign? If
so, the sign face may not exceed 32 square feet in area. Please provide a detail
showing its dimensions, sign type, exterior finish, letter font, and letter color(s) that
comply with Chapter 21, Article IV, Section 1.0. The sign structure must be located at
least 10 feet from the property line. Staff recommends that the sign be externally lit, with
ground up-lighting.
Response 94
Signage removed. See sheet SP-1.
Comment 95
In the past, the CRA Board has been very diligent in requesting that developers provide
a drawing that shows what the project would look like when viewing the subject property
from public rights-of-way. Therefore, staff recommends providing a supplemental
drawing that shows the west elevations (along Federal Highway) that depicts the
buildings with the plant material shown at maturity.
Response 9.5
Will provide prior to 2nd submission as allowed. (Sentence 3 on comment cover.)
Comment 96
Include bike racks near the swimming pool area. Staff recommends that they be
covered or sheltered.
Response 96
Bike rack provided. See sheets SP-1 and SP-2.
Comment 97 The Murano Bay project to the south already contains landscape material
along Ocean Inlet Drive. Therefore, for this project, staff recommends matching the
vegetation proposed along the south property line (adjacent to Ocean Inlet Drive) with
Murano Bay's landscaping. The trees in the north landscape buffer of Murano Bay
include Foxtail palms and Green Buttonwood trees.
Response 97
t
.. . oJ
Yachtsman's Cove - 2005-061.:::-t:
29 of 29
Acknowledged
Comment 98
Staff recommends substituting the Cabbage palm trees (proposed along Federal
Highway) with Royal palm trees.
Response 98
Acknowledged
Comment 99
The subject site is located along Palm Tran Bus Route 1. Staff recommends installing an
upgraded shelter if a Palm Tran stop is located along Federal Highway, abutting the
subject project.
Response 99
Review options with City to upgrade shelter and move bus stop location.
Comment 100
Although proving surplus parldng spaces is endorsed, staff recommends eliminating the
space proposed at the northeast corner of the property. The elimination of this space
would allow for a better perimeter landscape buffer along the east property line, abutting
the existing single-family detached home.
Response 100
Removed. See sheet SP-1.
CRA STAFF COMMENTS
. Show fencing and wall detail on site plan.
Response: Provided. See sheets SP-1 & SP-2
. Provide a left hand turn lane on Federal Highway for cars exiting N. E. 15th Place.
Response: Provided. See sheet SP-1
. Show detail on site plan of how overhead utilities along Federal Highway will be
installed underground.
Response:
. Identify locations for public on site plan.
Response: Provided. See sheet SP-1
Yachtsman's Cove - City of Boynton Beach -1/9/06
1 st review Comments - Landscape Comment Responses
33. Complied
38. Complied
39. Complied
40. See Note on Pian
41. Complied
42. See Note on Plan - TBD
43. Complied
44. Complied
45. Complied
46. Complied
47. Complied
48. Complied
49. Complied
51. See Note on Plan
52. See Note on Plan
56. Complied
85. See Note on Plan
87. Complied
88. See Note on Plan
89. Complied
90. Complied
91. Complied
92. Complied
93. See Note on Plan
95. Complied
96. Complied
97. Complied
98. Complied
100. Complied
Wayne Villavaso
Landscape Architecture, Inc.
268 Flamingo Drive
West Palm Beach, FL 33401 Ph. (561) 820-1566 Fax (561) 833-6707
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 06-005
TO:
Ed Breese, Principal Planner
Planning & Zoning Division
H. David Kelley, Jr., PFJPS~
City Engineer
FROM:
DATE:
January 11, 2006
SUBJECT:
Proposed Abandonment of
NE 15th Place for Yachtsman Cove
I have reviewed the proposed legal description for the proposed abandonment of that portion ofN.E. 15th
Place that will be necessary for the re-creation ofY ACHTSMAN'S COVE into the proposed townhome
project. I am suggesting that the legal description submitted be modified per the following comments, in
order to make it acceptable for this Division to recommend to the City Commission for abandonment via a
proposed ordinance.
My suggested changes are as follows:
a. 2nd paragraph, 1st line, capitalize the word "Beginning".
b. 2nd paragraph, 6th line, change the word "along" to read "and".
c. 2nd paragraph, 10th line, replace with phrase "said West Line, along" to read "the West Line of said
Lot 1, and".
d. 2nd paragraph, 13th line, between the word "feet" and the word "an", add the following phrase, "and a
central angle of 820 23' 00",".
e. 2nd paragraph, 15th line, change the word "said" to read "the"; in the same line after the word
"projection," and before the phrase "a distance", add the following phrase, "of said Right-of- Way
line, " .
f. 2nd paragraph, 19th line, change the word "along" to read "and".
g. 2nd paragraph, 21 st line, change the word "along" to read "and"; in the same line change the second
word "along" accordingly.
h. 2nd paragraph, 24th line, change the word "along" to read "and".
1. 2nd paragraph, 26th & 27th lines, capitalize the words "Point of Beginning".
I will review this again during the abandonment application review once that document is submitted to this
Division for review and comment. I am forwarding a copy of this memorandum to Mr. Michael Purmort of
Davis & Purmort, Inc. (the preparer) via mail directly for his attention. If you have any questions, please
advise me at x6988.
xc: Michael Purmort, PLS, via fIrst class mail.
Jeff Livergood, PE, Dir. ofP.W.
Laurinda Logan, PE, Sr. Engr.
Mike Rumpf, Dir. ofP&Z Div.
Peter Mazzella, Deputy Utility Director
File
S:\Engineering\KribsWachtsman Cove (NE 15th Place) Proposed Abandonment.doc
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proje~_~~~':-tfachtsman' Cove
File number: NWSP U5-0 3
Reference: 15t review plans identified as a New Site Plan with a November 23. 2005 Planning and Zoning date
stamp marking
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.st REVIEW COM~hs.~\
New Site Plan, n,l \.. ~
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DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
1. Prior to permit application contact the Public Works Department (561-742-
6200) regarding the storage and handling of refuse per the CODE, Section L,/
10-26 (a).
2. Provide a minimum inside turning radius of 35 feet at all intersections for -:7
Solid Waste turning movements.
PUBLIC WORKS - Traffic
Comments:
3. Provide a traffic analysis and notice of concurrency (Traffic Performance /
Standards Review) from Palm Beach County Traffic Engineering.
4. On the Site and Civil plans, show and identify all necessary traffic control V
devices such as stop bars, stop signs, double yellow lane separators striping,
directional arrows and "Do Not Enter" signage, etc. See City Standard
Drawings "K" Series for striping details.
/
5. Increase double yellow lane separators to a minimum 20-foot length at all /
stop bars.
6. Incorporate a second handicap visitor parking space in the northwest comer V"
of the project.
~
7. On-street parking will not be permitted along the NE 15th Place. /
8. A dedicated right turn lane is required at the west end ofNE 15th Place onto t/
Federal Hwy.
ENGINEERING DIVISION
Comments: /'
9. Add a general note to the Site Plan that all plans submitted for specific /
permits shall meet the City's Code requirements at time of application.
These permits include, but are not limited to, the following: paving,
drainage, curbing, site lighting, landscaping and irrigation. Permits required
from other permitting agencies such as Florida Department of
Transportation (FDOT), South Florida Water Management District
(SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
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Environmental Protection (FDEP), Palm Beach County Health Department
(PBCHD), Palm Beach County Engineering Department (PBCED), Palm V
Beach County Department of Environmental Resource Management
(PBCDERM) and any others, shall be included with the permit request.
10. All comments requiring changes and/or corrections to the plans shall be V
reflected on all appropriate sheets.
II. Please note that changes or revisions to these plans may generate additional V
comments. Acceptance of these plans during the Technical Advisory
Review Team (TART) process does not ensure that additional comments
may not be generated by the Commission and at permit review.
12. The applicant shall proceed through the abandonment process (through the V
P&Z Department) for road relocation and accompanying abandonment for
NE 15th Place.
13. Upon satisfactory Commission approval of the site plan, the applicant shall
enter the plat process through the City's Engineering Division. A V
preliminary plat application may be initiated during the site plan review to
expedite issuance of the Land Develooment Permit.
14. Provide written and graphic scales on all sheets. V
15. Correct discrepancies between the survey and plan sheets to accurately
depict the medians in Federal Hwy. and Ocean Inlet Dr. The survey /'
accurately depicts the Ocean Inlet Dr. median as continuous from Federal
Highway east. The site and landscape plans indicate a break in the median.
16. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter
4, Section 7.BA.) Please provide photometrics as part of your TART plan /'
submittals.
17. It may be necessary to replace or relocate large canopy trees adjacent to light
fixtures to eliminate future shadowing on the parking surface (LDR, /
Chapter 23, Article II, Section A.l.b.)
18. Indicate, by note on the Landscape Plan, that within the sight triangles there
shall be an unobstructed cross-visibility at a level between 2.5-feet and 8 V
feet above the pavement (LDR, Chapter 7.5, Article II, Section 5.H.)
19. The medians on Federal Hwy. and Ocean Inlet Dr., along the south side of /
NE 15th PI., and the pocket park on the east side of the Yachtsman Cover
plaza have existing irrigation and plant material belonging to the City of
Boynton Beach. Any damage to the irrigation system and/or plant material
as a result of the contractor's operations shall be repaired or replaced to the
equivalent or better grade, as approved by the City of Boynton Beach, and
shall be the sole responsibility of the developer. The contractor shall notify
and coordinate with the City of Boynton Beach Forestry & Grounds
Division of Public Works a minimum of six (6) weeks in advance of any
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DEPARTMENTS INCLUDE REJECT
underground activities. Please acknowledge this notice in your comments
response and revise Note #7 (Sheet L2) to include all the above stated
information.
20. Staff strongly recommends placing canopy trees far enough back from drive V
aisles to minimize the potential for vertical conflicts with high-profile
vehicles.
21. Ensure tree species specified along Federal Hwy will not conflict with the ~
overhead power lines.
22. Staff recommends the use of cultivars such as "High-Rise" or "Cathedral" ./
for the Live Oaks to minimize the potential for vertical conflicts with high-
profile vehicles.
23. Sidewalks adjacent to parking lots shall be continuous through all driveways ./
and shall be six (6) inches thick within driveways (LDR, Chapter 23, Article
II, Section P.)
,
24. Indicate by note that catch basin and manhole covers shall be bicycle proof V
(LDR, Chapter 6, Article IV, Section 5.A.2.g).
25. Full drainage plans, including drainage calculations, in accordance with the
LDR, Chapter 6, Article IV, Section 5 will be required at the time of r/
permitting.
26. Paving, Drainage and Site details will not be reviewed for construction
acceptability at this time. All engineering construction details shall be in /
accordance with the applicable City of Boynton Beach Standard Drawings
and the "Engineering Design Handbook and Construction Standards"
and will be reviewed at the time of construction permit application.
UTILITIES
Comments:
27. Please provide a time line that clearly illustrates when water and sewer /
services will be required to serve the proposed project. Your starting date
for the time line should be the date of City Commission approval. Also
provide milestone dates for permit application, the start of construction, and
the setting of the first water meter. This time line will be used to determine
the adequacy of water and wastewater treatment capacity for your project
upon the project's completion, so please be as accurate as possible.
28. All utility easements and utility lines shall be shown on the site plan and /
landscape plans (as well as the Water and Sewer Plans) so that we may
determine which appurtenances, trees or shrubbery may interfere with
utilities. In general, palm trees will be the only tree species allowed within
utility easements. Canopy trees may be planted outside of the easement so
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DEPARTMENTS INCLUDE REJECT
that roots and branches will not impact those utilities within the easement in
the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives
public utilities the authority to remove any trees that interfere with utility
services, either in utility easements or public rights-of-way.
29. Palm Beach County Health Department permits will be required for the /
water and sewer svstems serving this proiect (CODE, Section 26-12).
30. Fire flow calculations will be required demonstrating the City Code
requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) /
with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV,
Section 16, or the requirement imposed by insurance underwriters,
whichever is greater (CODE, Section 26-16(b)).
31. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each
building will be within 200 feet of an existing or proposed fire hydrant. The
submitted plan does (per se) meet this requirement, however, it does not V
reflect an existing fire hydrant along the east side of Federal Highway (at
the existing intersection of NE 15th Place), and in addition, will require an
additional fire hydrant along Ocean Inlet Drive just southwest of the
recreational swimming pool area.
32. The CODE, Section 26-34(E) requires that a capacity reservation fee be
paid for this project either upon the request for the Department's signature
on the Health Department application forms or within seven (7) days of site t/)
plan approval, whichever occurs first. This fee will be determined based
upon final meter size, or expected demand.
33. Water and sewer lines to be owned and operated by the City shall be
included within utility easements. Please show all proposed easements on /
the engineering drawings, using a minimum width of 12 feet. The
easements shall be dedicated via separate instrument to the City as stated in
CODE Sec. 26-33(a).
34. This office will not require surety for installation of the water and sewer
utilities, on condition that the systems be fully completed, and given to the t/
City Utilities Department before the first permanent meter is set. Note that
setting of a permanent water meter is a prerequisite to obtaining the
Certificate of Occupancy.
35. A building permit for this project shall not be issued until this Department t/
has approved the plans for the water and/or sewer improvements required to
service this project, in accordance with the CODE, Section 26-15.
36. PVC material is not permitted on the City's water system. All lines shall be V
DIP.
37. Appropriate backflow preventer(s) will be required on the domestic water 1/
service to the building, and the fire sprinkler line if there is one, in
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accordance with the CODE, Section 26-207.
38. The LDR, Chapter 3, Article N, Section 3(P) requires a statement be
included that utilities are available and will be provided by all other t./
appropriate agencies. This statement is lacking on the submitted plans.
39. The City has an existing Lift Station in the Ocean Inlet Dr. median. Please t/
indicate if any proposed improvements in connection with this project will
impact this lift station.
40. Water main sizes are shown larger than normally installed for the service
mains for this size project. In addition, the existing water mains serving
both Ocean Inlet Dr. and NE 15th PI. are six (6) inches in diameter, not
eight (8) inches as indicated. Further, some of the water main currently in ~.
existing NE 15th PI. is not shown at all to which abandonment and/or
relocation should be indicated. To add to the confusion, the plan reflects a
water interconnect between the two (2) roadways at the east property line,
when there is none. Sheet C-3 needs to be corrected and resubmitted for
proper evaluation.
Also please note that all existing utility lines located in current NE 15th PI. are
not shown, which would need to be abandoned and removed before any
buildings could be erected in the conflict area. The applicant needs to show
the existing force main from Lift Station #203 (located in Ocean Inlet Dr.);
this will validate that no interference with its function will occur.
41. Please provide engineering calculations supporting the proposed water main
design, including documentation that required fire flows will be met. V
42. Water meter banks as depicted on the plans are not acceptable. Each
townhome shall have a service connection and associated water meter from
the main to the front of the home. v/
43. Utility construction details will not be reviewed for construction
acceptability at this time. All utility construction details shall be in /
accordance with the Utilities Department's "Utilities Engineering Design
Handbook and Construction Standards" manual (including any updates)
and will be reviewed at the time of construction permit application.
FIRE
Comments:
44. During construction all roads shall be compacted to 32 tons to accommodate C/
Fire Department apparatus. These roads shall be maintained from the
finished road to the site of vertical construction. The pouring of the slab is
considered vertical construction. See FDOT Standard Specifications for
Road and Bridge Construction (2000) Division II, Section 160, Stabilizing.
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Adequate Fire Department vehicle turn around shall be provided throughout
construction. Should any Fire Department vehicle become stuck due to
poor roads or turn around, the developer shall be liable for any cost ~
incurred. All gates and turn around systems will be tested with a Fire
Department engine before construction begins and before a CO is issued.
45. All gates shall have a KNOX padlock or entry system. Gates shall have a V
width of 12 foot in the clear if they are one way and 20' in the clear if two
way.
46. Provide a sheet that clearly shows the location of the fire hydrants and the
size of the mains feeding these hydrants. Provide hydraulic calculations V
using a flow test conducted by the Boynton Beach Fire Department that
show fire flow of not less than 1500 gpm @ 20 psi. Buildings shall not be
more that 200 feet from a hydrant. All hydrants shall be operable before
vertical construction can begin.
47. Site address shall be posted before construction begins and maintained V
throughout the project. This address shall be visible from the main road, in
numbers not less than 6" high that contrast with their background.
48. All buildings, regardless of their purpose, that are 30' high or taller, shall
have an approved NFP A 13 or 13R fire sprinkler system. This distance is t/
measured to the underside of the highest point of the building from the point
of lowest entry. See Chapter 9, Section 7-2-2A1. An external signaling
device shall be installed to alert passers by and dwellers that a sprinkler
head has activated. A hom/strobe is preferred.
49. Any living unit with an attached parking garage shall have a carbon /'
monoxide detector installed within the living unit and tied into the smoke
detectors.
POLICE
Comments:
50. lt is recommended that a photometric light study be completed to show that
standards are met and the site has safe lighting levels.
BUILDING DIVISION
Comments:
51. Please note that changes or revisions to these plans may generate additional /
comments. Acceptance of these plans during the TART (Technical
Advisory Review Team) process does not ensure that additional comments
may not be generated by the commission and at permit review.
52. Indicate within the site data the type of construction of each building as ~
defined in 2004 FBC, Chapter 6.
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53. Indicate within the site data the occupancy type of each building as defined ,/
in 2004 FBC, Chapter 3.
54. The height and area for buildings or structures of the different types of /
construction shall be governed by the intended use or occupancy of the
building, and shall not exceed the limits set forth in Table 503 of the 2004
FBC.
55. Place a note on the elevation view drawings indicating that the exterior wall
openings and exterior wall construction comply with 2004 FBC, Table
704.8, or 2004 FBC, Residential, Section R302.2. Submit calculations that /
clearly reflect the percentage of protected and unprotected wall openings
permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section
R302.2.
56. Buildings, structures and parts thereof shall be designed to withstand the
minimum wind loads of 140 mph. Wind forces on every building or /
structure shall be determined by the provisions of ASCE 7, Chapter 6, and
the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that
are signed and sealed by a design professional registered in the state of
Florida shall be submitted for review at the time of permit application.
57. Every building and structure shall be of sufficient strength to support the
loads and forces encountered per the 2004 FBC, Section 1607 and Table t/
1607.1. Indicate the live load (pst) on the plans for the building design.
58. Buildings three-stories or higher shall be equipped with an automatic /
sprinkler system per F.S. 553.895. Fire protection plans and hydraulic
calculations shall be included with the building plans at the time of permit
application.
59. Add to all plan view drawings of the site a labeled symbol that represents /
the location and perimeter of the limits of construction proposed with the
subject request.
60. At time of permit review, submit signed and sealed working drawings of the /'
proposed construction.
61. Identify within the site data the finish floor elevation (lowest floor elevation) ~
that is proposed for the building. Verify that the proposed elevation is in
compliance with regulations of the code by adding specifications to the site
data that address the following issues:
. The design professional-of-record for the project shall add the following text
to the site data. "The proposed finish floor elevation _' _ NGVD is
above the highest 100-year base flood elevation applicable to the building
site, as determined by the SFWMD' s surface water management construction
development regulations."
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. From the FIRM map, identify in the site data the title of the flood zone that
the building is located within. Where applicable, specify the base flood
elevation. If there is no base flood elevation, indicate that on the plans. /'
. Identify the floor elevation that the design professional has established for the /
building within the footprint of the building that is shown on the drawings
titled site plan, floor plan and paving/drainage (civil plans).
62. Add to the submittal a partial elevation view drawing of the proposed
perimeter wall. Identify the type of wall material and the type of material ~
that supports the wall, including the typical distance between supports.
Also, provide a typical section view drawing of the wall that includes the
depth that the wall supports are below finish grade and the height that the
wall is above finish grade. The location and height of the wall shall comply
with the wall regulations specified in the Zoning Code.
63. On the drawing titled site plan identify the property line. V'
64. As required by the CBBCO, Part III titled "Land Development Regulations",
submit a site plan that clearly depicts the setback dimensions from each /
property line to the leading edge of the buildings. The leading edge of the
buildings begins at the closest point of the overhang or canopy to the
property line. In addition, show the distance between all the buildings on all
sides.
65. To properly determine the impact fees that will be assessed for the one-story
pool building, provide the following:
· Will the pool building be restricted to the residents of the entire project
only? /
· Will the residents have to cross any major roads or thoroughfares to get to
the pool building?
. Will there be any additional deliveries to the site?
. Will there be any additional employees to maintain and provide service
to the site?
Please have the applicant provide the City with a copy of the letter that will be
sent to the impact fee coordinator. To allow for an efficient permit review, the
applicant should request that the County send the City a copy of their
determination of what impact fees are required for the pool building.
66. Add to the floor plan drawing of the pool building a breakdown of the floor
area. The area breakdown shall specify the total area of the building, /
covered area outside, covered area at the entrances, total floor area
dedicated for the pool building and other uses located within the building.
Specify the total floor area that is air-conditioned. Label the use of all rooms
and floor spaces.
67. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may /
not, therefore, be used for landscape irrigation where other sources are
readily available.
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68. A water-use permit from SFWMD is required for an irrigation system that /
utilizes water from a well or body of water as its source. A copy of the
permit shall be submitted at the time of permit application, F.S. 373.216.
69. If capital facility fees (water and sewer) are paid in advance to the City of
Boynton Beach Utilities Department, the following information shall be /
provided at the time of building permit application:
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan.
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The number of bedrooms in each dwelling unit.
· The total amount paid and itemized into how much is for water and how
much is for sewer.
(CBBCO, Chapter 26, Article II, Sections 26-34)
70. At time of permit review, provide a completed and executed CBB Unit of t/'
Title form. The form shall describe all lots, parcels, or tracts combined as
one lot. A copy of the recorded deed with legal descriptions, of each
property that is being unified, is required to be submitted to process the
form. The property owner that is identified on each deed shall match.
71. At time of permit review, submit separate surveys of each lot, parcel, or tract.
For purposes of setting up property and ownership in the City computer, V
provide a copy of the recorded deed for each lot, parcel, or tract. The
recorded deed shall be submitted at time of permit review.
72. At time of building permit application, submit verification that the City of
Boynton Beach Parks and Recreation Impact Fee requirements have been
satisfied by a paid fee or conveyance of property. The following information
shall be provided: V
· A legal description of the land.
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan.
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The total amount being paid.
(CBBCO, Chapter 1, Article V, Section 3(f))
73. Add a general note to the site plan that all plans submitted for permitting V
shall meet the City's codes and the applicable building codes in effect at the
time of permit application.
74. Pursuant to approval by the City Commission and all other outside agencies, t/
the plans for this project must be submitted to the Buildinl! Division for
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review at the time of permit application submittal. The plans must
incorporate all the conditions of approval as listed in the development order
and approved by the City Commission.
75. The full address of the project shall be submitted with the construction
documents at the time of permit application submittal. If the project is multi- /
family, then all addresses for the particular building type shall be submitted.
The name of the project as it appears on the Development Order must be
noted on the building permit application at the time of application submittal.
76. Show the proposed site lighting on the site and landscape plans. (LDR, t/
Chapter 4, Section 7 .B.4) If possible, provide photo metrics as part of your
TART plan submittals.
77. Add to the floor plan drawings of the individual units a breakdown of the
area within the unit. The area breakdowns for each unit shall specify the /
total area of the unit, area of the balcony, total area that is air-conditioned
and, where applicable, total area of storage and garage space. If the garage
and storage areas are not part of a specific unit, the area shall be included
and identified within the area of the building. Indicate how many of each
type of unit will be on each floor and within the building.
78. Add to the site data the total area under roof of each residential building.
Provide tabular area data for each floor of each building. The breakdown ./
shall include the following areas and each area shall be labeled on the
applicable floor plan drawing:
. Common area covered walkways;
. Covered stairways;
. Common area balconies;
. Entrance area outside of a unit;
. Storage areas (not part of a unit);
. Garages (not part of a unit);
. Elevator room;
. Electrical room;
. Mechanical room;
. Trash room;
. Mailbox pickup and delivery area; and
. Any other area under roof.
(Chapter 4 - Site Plan Review, Section 7.E.2 and 3)
/
79. Any dwelling unit that has the optional elevator installed shall comply with V
the requirements of the Federal Fair Housing Act. Additional requirements
of the Fair Housing Act may be applicable, such as parking and accessible
routes.
PARKS AND RECREATION
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DEPARTMENTS INCLUDE REJECT
Comments:
80. Park Impact Fee - 61 Single-family Attached DUs @ $771.00 each = /'
$47,031.00. Payment to be made prior to issuance of first permit.
81. Trees must have a 3" caliper at DBH. /
82. Plan must include two of the City's signature trees. V
83. Irrigation must use a non-potable water source, have 110% coverage, V
provide a bubbler at each trees and separate zones for planting and sod
areas.
84. Above ground mechanical equipment must be screened using cocoplum. V"
FORESTER/ENVIRONMENT ALIST
Comments:
Existine Trees Manaeement Plan Sheet L2
85. The Landscape Architect should tabulate the total diameter inches of /
existing trees on the site. The tabular data should show the individual
species of trees proposed to be preserved in place, relocated or removed and
replaced on site. The replacement trees should be shown by a separate
symbol on the landscape plan sheet L2. [Environmental Regulations,
Chapter 7.5, Article I Sec. 7.D.p. 2.].
Plant and Materials List Sheet L2 /
86. All shade and palm trees on the Trees and Palms List must be listed in the
description as a minimum of 12'-14' height, 3" DBH (4.5' off the ground),
and Florida #1 (Florida Grades and Standards manual). The height of the
trees may be larger than 12'-14' to meet the 3" diameter requirement; or any
gray wood (gw) or clear trunk (c.t.) specifications. [Environmental
Regulations, Chapter 7.5, Article II Sec. S.C. 2.].
87. The landscape design does not include the City signature trees (Tibochina
granulosa) at the ingress / egress areas to the site. These trees must meet the ,/
minimum SIze specifications for trees. [Environmental Regulations,
Chapter 7.5, Article II Sec. 5.C.3.N.]
/!
88. The planting details sheet L3 should include a line indicating where the V
diameter and height, of all of the shade trees will be measured at time of
planting and inspection. -
89. The details sheet L3 should include a line indicating where the gray wood, V
clear trunk and height of all of the palm trees will be measured at time of
planting and inspection I
90. The white bird of paradise plant listed (L2) should all have a spread size. V
1 ST REVIEW COMMENTS
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91. The details sheet L3 should include a line indicating where the height and ~
spread of the shrubs will be measured at time of planting and inspection.
92. The applicant should add a note that all utility boxes or structures (not ~
currently known or shown on the plan) should be screened with Coco plum
hedge plants on three sides.
93. The applicant should show an elevation cross-section detail of the actual
heights of the proposed landscape trees and vegetation at the time of 1/
planting to (proper scale) visually buffer the proposed buildings from the
Federal Highway right-of-way.
Irrieation Plan V
94. Turf and landscape (bedding plants) areas should be designed on separate
zones and time duration for water conservation.
95. Trees should have separate irrigation bubblers to provide water directly to V
the root ball. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.
C.2.]
PLANNING AND ZONING
Comments:
96. At the technical advisory review team (TART) meeting, provide written
responses to all staffs comments and questions. Submit 12 sets ofrevised ~
plans. Each set should be folded and stapled.
97. At the technical advisory review team meeting, also provide a full set of
reduced drawings, sized 8Y2 inches by 11 inches of each plan. Save each V
plan to a compact disk and submit that to staff as well.
98. Staff considers these plans to be at the final stage of site plan review, the /
last stage prior to permit review. As such, all comments need to be
addressed and shown on the plans prior to the TART meeting.
99. Project compatibility will be judged on how well the proposed development
fits within the context of the neighborhood and abutting properties. Provide
elevations and cross-sections showing adjacent structures within this site
plan application (Chapter 2, Section 5.L.4.g.(l)). In the past, the
Community Redevelopment Agency Board (CRA) Board has been very
diligent in requesting developers to provide a drawing that shows what the
project would look like when viewing the subject property from an adjacent
property, in this case, from the east. Therefore, staff recommends that you
provide a supplemental drawing that shows the east elevations (abutting the
single-family homes) that depicts the buildings with the plant material at
~ maturity.
~~
100 Approval of this project is contingent upon the approval of the /
accompanying request for abandonment of Northeast 15th Place (ABAN 06-
001) and land use amendment / rezoning (LUAR 06-003).
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DEPARTMENTS
101. It is the applicant's responsibility to ensure that the new site plan is publicly
advertised in accordance with Ordinance 04-007
~
A unity of title may be required. The Building Division of the Department
of Development will determine its applicability.
Abandonment and rededication of easements must be recorded prior to
issuance of a building permit for the project.
The traffic impact analysis must be approved by the Palm Beach County
Traffic Division for concurrency purposes prior to the issuance of any
buildin ermits.
The project must obtain approval from the School District of Palm Beach
County regarding school concurrency prior to the issuance of a building
permit. It would be preferable to have this approval prior to the Community
Redevelopment Agency Board meeting (February 14,2006).
X A drainage statement is required prior to the Technical Review Committee
meeting (Chapter 4, Section 7.F.2.).
~ Applicants who wish to utilize City electronic media equipment for
f\,. presentations at City Commission Public Hearings must notify the Planning
and Zoning Department representative at least one week prior to the
scheduled meeting. Staff recommends using a PowerPoint presentation at
the Community Redevelopment Agency Board meeting.
108. The IPUD zoning district perimeter setbacks shall mirror setbacks of
adjacent zoning district(s) but with a minimum of the setback required for a
single-family residence as determined by the orientation of the structures in
the IPUD (Chapter 2, Section 5.L.3.). The property to the north is zoned
Infill Planned Unit Development (IPUD) and was approved with a similar,
multi-family residential project. The buildings in the project to the north
were approved with a 48.32-foot setback from the north property line of the
subject project. The site plan for the subject project proposes a 10-foot
north (side) setback. This is acceptable, given the fact that both projects
will have comparable-sized landscape buffers. The property to the south is
right-of-way for Ocean Inlet Drive, and then further south is a developed,
multi-family residential project zoned IPUD. The townhouse buildings
inside Murano Bay are setback 16 feet from its north property line, adjacent
to Ocean Inlet Drive. The site plan of the subject property proposes a 10-
foot south setback, adjacent to Ocean Inlet Drive. This is acceptable. The
ro erties to the east are zoned Sin le-famil Residential (R-l-AA. These
INCLUDE REJECT
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DEPARTMENTS
lots have been developed with single-family detached homes and the IPUD
regulations specifically addresses compatibility requirements with these
types of developments. The sides of these single-family detached homes
abut the subject property. The side setback of the R-1-AA zoning district is
10 feet. In addition, it should be noted that a structure on the perimeter of
an IPUD project that is adjacent to an existing single-family neighborhood
must adhere to additional setback requirements. The IPUD regulations
require an additional one (1) foot building setback for each one (1) foot in
building height that exceeds 30 feet. Staff cannot determine if the lO-foot
setback would be an acceptable setback because the proposed building
heights are not correctly identified on the elevations. Please note that
according to Chapter 2, Section 5.LA.g.(2), if vegetation, screening or other
barriers and / or creative design on the perimeter of an IPUD achieve
compatibility with adjacent uses, the city may grant some relief from the
following: Structures on the perimeter of an IPUD project, in addition to
the basic setback requirements, must be setback one (1) additional foot for
each one (1) foot in height for the perimeter structures that exceed 30 feet.
A landscape barrier is defined as follows: A near solid element combining a
wall and / or natural vegetation intended to block all direct and reasonable
views. It shall be comprised of a berm, buffer wall and / or natural
vegetation (as deemed appropriate by the city) consisting of various trees
species planted tip-to-tip in two or more staggered rows. Land to the west is
right-of-way for Federal Highway. Therefore, minimum required setbacks
cannot be determined for the west property line of the subject property. The
site plan proposes a 10-foot setback along the west property line. This is
acceptable.
he code defines building height as follows: The vertical distance in feet
measured from the lowest point at the property line of an adjacent property
or from the minimum base flood elevation as established by FEMA,
whichever is highest, to the highest point of the roof for flat roofs, to the
deck line for mansard roofs and parapet roofs with parapets less than five
(5) feet in height. Gable and hip roof heights shall be measured to the
midpoint between the eaves and the ridge. On all elevation pages, indicate
the proposed building heights. Also, include the dimension of the peak of
the hi hest ortion of the roof. ecof '. CiA o{ i~"- 1\ ltf :::
110. With regards to the east property line, staff commends the developer for
substituting the three (3)-story models with the two (2)-story townhouse
models / recreation area where it abuts the single-family neighborhood.
However, the building at the northeast comer of the project is still proposed
at three (3) stories. Staff recommends replacing the entire building (or at
the very least, the easternmost portion of the buildings) with the two (2)-
story model. This modification will help the project comply with the
com atibili re uirement of the IPUD zonin district.
\
~ It is a basic public expectation that landowners requesting the use of the
IPUD district will develop design standards that exceed the standards of the
basic development standards in terms of site design, building architecture,
and construction materials, amenities and landsca e desi (Cha ter 2,
INCLUDE REJECT
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1 ST REVIEW COMMENTS
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DEPARTMENTS
Section 5.L.1.b.). The city is not obligated to automatically approve the
level of development intensity request for the IPUD. Instead, it is expected
to approved only such level of intensity that is appropriate for a particular
location in terms ofland use compatibilities (Chapter 2, Section 5.L.1.c.).
Describe the proposed method of trash collection. It should be noted that
dumpsters or trash containers should not be located within setbacks abutting
sin le-famil residential develo ments Cha ter 2, Section 5.L.4.e. 3 .).
X Special emphasis should be placed on screening the intrusion of automobile
headlights on neighboring properties from parking areas and driveways
(Chapter 2, Section 5.L.4.b.(4).). Staff recommends incorporating a buffer
wall into the design of the east landscape buffer where vehicle headlights
could shine on abutting properties.
Are these fee-simple townhouse units or townhouse-style condominium
units? If fee-simple, revise the site pan or provide an alternate plan showing
the lot lines of the fee-simple area. Also, will the 2nd story balconies extend
outside of the fee-simple area?
115. The IPUD zoning district requires 200 square feet of usable open space per
dwelling unit. The plan proposes 61 dwelling units, and therefore, 12,200
square feet of usable open space is required (Chapter 2, Section 5.L.3.). On
the site plan tabular data (sheet 101), please indicate that 12,000 square feet
of usable open space is required. The pool/clubhouse area may be used to
meet this re uirement. f)., fR l tJ Jt-. -
-1 116. On the site plan tabular data, indicate the square footage and percentage
distribution of pervious surface and also indicate the proposed lot coverage
per Chapter 4, Section 7. Note that lot coverage cannot exceed more than
50 percent (Chapter 2, Section 5.L.).
On the overall site plan tabular data (sheet A-WI), indicate that the project
lies within the Federal Highway Corridor Community Redevelopment Plan
Stud Area 1.
1~ Will an on-site lift-station be required as a result of this development? If so,
/~ \ show its location on the site plan.
If a fence is required around the pool/clubhouse area, provide a detail of
the fence including the dimensions, material, and color (Chapter 4, Section
.D..
rovide a detail of the i:.lIi l' rj " / sculpture proposed on the landscape plan
(sheet L1). Include its dimensions, material, and color (Chapter 4, Section
7.D. .
All building elevations, including the cabana, should indicate paint
manufacturer's name and color codes Cha ter 4, Section 7.D. .
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DEPARTMENTS
122. Provide paint swatches for the elevations. Staff recommends using a color
schedule Cha ter 4, Section 7.D. .
123. Include a color rendering of all elevations prior to the TART meeting
(Chapter 4, Section 7.D.2.). These will be on display at the public
eetin s.
ill there be a provision for outdoor patios, concrete patios, screen
enclosures, or solid-roof enclosures? Please discuss these amenities with
staff prior to the Technical Advisory Review Team (TART) meeting. The
proposed setbacks for the aforementioned amenities need to :be indicated
within the overall site Ian tabular data ('IDte OY\ -St~ lP
Are parking spaces proposed along the relocated Northeast 1 Place? If
'- so, show their location and dimensions.
t
Provide a drawing of a typical freestanding outdoor lighting pole. The
typical drawing of the freestanding outdoor lighting poles must include the
color and material. The design, style, and illumination level shall be
compatible with the building design (height) and shall consider safety,
function, and aesthetic value (Chapter 9, Section IO.F.I.). A minimum
average light level of one (1) foot candle shall be provided, with no more
than 10% of the pot readings below one (1) foot candle and none below Yz
foot-candle (Chapter 23, Article II.A.I.a). ~ c,,~
Lighting shall not be of an intensity that produces glare on adjacent property
Cha ter 9, Section IO.F.2.).
l~ Feature lighting emphasizing plants, trees, barriers, entrances, and exits is
^ encouraged (Chapter 9, Section 1O.F.3.).
In order to ensure proper maintenance of the buffer areas, staff recommends
converting them from private property to "buffer tracts" that would be
owned and maintained b the Home Owners' Association.
~ On the landscape plan, ensure that the plant quantities match between the
l\ tabular data and the graphic illustration. Also, please indicate the proposed
species and quantity on the landscape plan (sheet L2). This makes it much
easier to determine compliance with applicable codes.
V Place a note on the site plan that all above ground mechanical equipment
.Y\ such as exterior utility boxes, meters, transformers, and back-flow
preventers shall be visually screened (Chapter 9, Section IO.CA.). Staff
recommends screening the at-grade AlC units proposed behind each unit
with native hedge material.
All trees, if proposed as trees, must be at least 12 feet in height and three (3)
caliper inches at the time of their installation (Chapter 7.5, Article II,
Section 5.C.2.). This applies to the Green Malayan Coconut palm, Yellow
Gei er tree, and Li strum tree.
INCLUDE REJECT
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DEPARTMENTS
3. The trees proposed around the townhouse and condominium buildings must
\. be installed at Y2 the building height of the building (Chapter 7.5, Article II,
Section S.M. .
'.<';ifty percent (50%) of all site landscape materials must be native species
/',' (Chapter 7.5, Article II, Section 5.P). Please categorize as follows: 1.
Shade trees, 2. Palm trees, 3. Shrubs & Groundcover. On the landscape
plan, indicate the total quantities within each category and their native
ercenta es.
A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or
Bougainvillea) is required at both sides of each project entrance / exit. The
signature trees must have six (6) feet of clear trunk if placed within the safe-
sight triangle (Chapter 7.5, Article 2, Section 5.N.). Alternative plant
material may be substituted if the above referenced plant material is not
available or undesired.
;\( Any substitution of plant material (for the signature tree requirement) will
be sub'ect to the Ci Forester / Environmentalist review and a roval.
137. All signage is subject to review and approval of the Community
Redevelopment Agency and City Commission. Will this development have
a subdivision identification sign? If so, the sign face may not exceed 32
square feet in area. Please provide a detail showing its dimensions, sign
type, exterior finish, letter font, and letter color(s) that comply with Chapter
21, Article IV, Section I.D. The sign structure must be located at least 10
feet from the property line. Staff recommends that the sign be externally lit,
with ound u -Ii htin . S i ')OJ' .Q.cJ:t4 . &~<<40 w~,.
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INCLUDE REJECT
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/138. }n the past, the CRA Board has been very diligent in requesting that
~ developers provide a drawing that shows what the project would look like
when viewing the subject property from public rights-of-way. Therefore, V
staff recommends providing a supplemental drawing that shows the west
elevations (along Federal Highway) that depicts the buildings with he plant
material shown at maturi . {,.. .' {,..- ~
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Include bike racks near the swimming pool area. Staff recommends that
the be covered or sheltered.
The Murano Bay project to the south already contains landscape material
along Ocean Inlet Drive. Therefore, for this project, staff recommends
matching the vegetation proposed along the south property line (adjacent to
Ocean Inlet Drive) with Murano Bay's landscaping. The trees in the north
landscape buffer of Murano B,ay. include Foxtail p ms and Green
Buttonwood trees. "- I{).
141.
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1ST REVIEW COMMENTS
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DEPARTMENTS INCLUDE REJECT
" ~ The subject site is located along Palm Tran Bus Route 1. Staff recommends
, installing an upgraded shelter if a Palm Tran stop is located along Federal
Highway, abutting the subject project.
)(
. Although proving surplus parking spaces is endorsed, staff recommends
, eliminating the space proposed at the northeast comer of the property. The ~
elimination of this space would allow for a better perimeter landscape buffer
along the east property line, abutting the existing single-family detached
home.
CRA STAFF COMMENTS
Comments:
Show fencing and wall detail on site plan.
Provide a left hand turn lane on Federal Highway for cars exiting N. E. 15th Place.
Show detail on site plan of how overhead utilities along Federal Highway will be
installed underground.
Identify locations for public art on site plan.
MWRlscS:\Planning\SHARED\WP\PROJECTSWachtsmans Cove\NWSP\1ST REVIEW COMMENTS.doc
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Project name: Yachtsman's Cove
File number: NWSP 06-003
Reference: 1st review plans identified as a New Site Plan with a November 23, 2005 Planning and Zoning date
stamp marking.
1st REVIEW COMMENTS
New Site Plan
111()I06~_~
1-- 7 Qp
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
1. Prior to permit application contact the Public Works Department (561-742-
6200) regarding the storage and handling of refuse per the CODE, Section
10-26 (a).
2. Provide a minimum inside turning radius of 35 feet at all intersections for
Solid Waste turning movements.
PUBLIC WORKS - Traffic
Comments:
3. Provide a traffic analysis and notice of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic Engineering.
4. On the Site and Civil plans, show and identify all necessary traffic control
devices such as stop bars, stop signs, double yellow lane separators striping,
directional arrows and "Do Not Enter" signage, etc. See City Standard
Drawings "K" Series for striping details.
5. Increase double yellow lane separators to a minimum 20-foot length at all
stop bars.
6. Incorporate a second handicap visitor parking space in the northwest comer
of the project.
7. On-street parking will not be permitted along the NE 15th Place.
8. A dedicated right turn lane is required at the west end ofNE 15th Place onto
Federal Hwy.
ENGINEERING DIVISION
Comments:
9. Add a general note to the Site Plan that all plans submitted for specific
permits shall meet the City's Code requirements at time of application.
These permits include, but are not limited to, the following: paving,
drainage, curbing, site lighting, landscaping and irrigation. Permits required
from other permitting agencIes such as Florida Department of
Transportation (FDOT), South Florida Water Management District
(SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
1 ST REVIEW COMMENTS
12/29/05
5
DEPARTMENTS INCLUDE REJECT
accordance with the CODE, Section 26-207.
38. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be
included that utilities are available and will be provided by all other
appropriate agencies. This statement is lacking on the submitted plans.
39. The City has an existing Lift Station in the Ocean Inlet Dr. median. Please
indicate if any proposed improvements in connection with this project will
impact this lift station.
40. Water main sizes are shown larger than normally installed for the service
mains for this size project. In addition, the existing water mains serving
both Ocean Inlet Dr. and NE 15th PI. are six (6) inches in diameter, not
eight (8) inches as indicated. Further, some of the water main currently in
existing NE 15th PI. is not shown at all to which abandonment and/or
relocation should be indicated. To add to the confusion, the plan reflects a
water interconnect between the two (2) roadways at the east property line,
when there is none. Sheet C-3 needs to be corrected and resubmitted for
proper evaluation.
Also please note that all existing utility lines located in current NE 15th PI. are
not shown, which would need to be abandoned and removed before any
buildings could be erected in the conflict area. The applicant needs to show
the existing force main from Lift Station #203 (located in Ocean Inlet Dr.);
this will validate that no interference with its function will occur.
41. Please provide engineering calculations supporting the proposed water main
design, including documentation that required fire flows will be met.
42. Water meter banks as depicted on the plans are not acceptable. Each
townhome shall have a service connection and associated water meter from
the main to the front of the home.
43. Utility construction details will not be reviewed for construction
acceptability at this time. All utility construction details shall be in
accordance with the Utilities Department's "Utilities Engineering Design
Handbook and Construction Standards" manual (including any updates)
and will be reviewed at the time of construction permit application.
FIRE
Comments:
44. During construction all roads shall be compacted to 32 tons to accommodate /
Fire Department apparatus. These roads shall be maintained from the
finished road to the site of vertical construction. The pouring of the slab is
considered vertical construction. See FDOT Standard Specifications for
Road and Bridge Construction (2000) Division II, Section 160, Stabilizing.
1 ST REVIEW COMMENTS
12/29/05
6
DEPARTMENTS INCLUDE REJECT
Adequate Fire Department vehicle turn around shall be provided throughout I
construction. Should any Fire Department vehicle become stuck due to
poor roads or turn around, the developer shall be liable for any cost
incurred. All gates and turn around systems will be tested with a Fire
Department engine before construction begins and before a CO is issued.
45. All gates shall have a KNOX padlock or entry system. Gates shall have a V
width of 12 foot in the clear if they are one way and 20' in the clear if two
way.
46. Provide a sheet that clearly shows the location of the fire hydrants and the
size of the mains feeding these hydrants. Provide hydraulic calculations
using a flow test conducted by the Boynton Beach Fire Department that v/
show fire flow of not less than 1500 gpm @ 20 psi. Buildings shall not be
more that 200 feet from a hydrant. All hydrants shall be operable before
vertical construction can begin.
47. Site address shall be posted before construction begins and maintained /
throughout the project. This address shall be visible from the main road, in
numbers not less than 6" high that contrast with their background.
48. All buildings, regardless of their purpose, that are 30' high or taller, shall v:-
have an approved NFP A 13 or 13R fire sprinkler system. This distance is @!
measured to the underside of the highest point of the building from the point "
of lowest entry. See Chapter 9, Section 7-2-2A1. An external signaling
device shall be installed to alert passers by and dwellers that a sprinkler
head has activated. A horn/strobe is preferred. /'
49. Any living unit with an attached parking garage shall have a carbon (if V,
monoxide detector installed within the living unit and tied into the smoke
detectors.
POLICE
Comments:
50. It is recommended that a photometric light study be completed to show that
standards are met and the site has safe lighting levels.
BUILDING DIVISION
Comments:
51. Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the TART (Technical
Advisory Review Team) process does not ensure that additional comments
may not be generated by the commission and at permit review.
52. Indicate within the site data the type of construction of each building as
defined in 2004 FBC, Chapter 6.
1st REVIEW COMMENTS
New Site Plan
EIVe
,'-
Project name: Yachtsman's Cove
File number: NWSP 06-003
Reference: 1 st review plans identified as a New Site Plan with a November 23. 2005 Planning and Zoning date
stamp marking
, n :~,. .~- ~ .,,'
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
1. Prior to permit application contact the Public Works Department (561-742-
6200) regarding the storage and handling of refuse per the CODE, Section
10-26 (a).
2. Provide a minimum inside turning radius of 35 feet at all intersections for
Solid Waste turning movements.
PUBLIC WORKS - Traffic
Comments: ~
3. Provide a traffic analysis arnt,notice of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic Engineering.
4. On the Site and Civil plans, show and identify all necessary traffic control
devices such as stop bars, stop signs, double yellow lane separators striping,
directional arrows and "Do Not Enter" signage, etc. See City Standard
Drawings "K" Series for striping details.
5. Increase double yellow lane separators to a minimum 20-foot length at all
stop bars. , .
( 6. Incorporate a second handicap visitor parking space in the northwest comer
of the project. '"
-
\. 7. On-street parking will not be permitted along the NE 15th Place. ~
8. A dedicated right turn lane is required at the west end ofNE 15th Place onto
Federal Hwy.
ENGINEERING DIVISION
Comments:
9. Add a general note to the Site Plan that all plans submitted for specific
permits shall meet the City's Code requirements at time of application.
These permits include, but are not limited to, the following: paving,
drainage, curbing, site lighting, landscaping and irrigation. Permits required
from other permitting agencies such as Florida Department of
Transportation (FDOT), South Florida Water Management District
(SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
1ST REVIEW COMMENTS
12/29/05
2
DEPARTMENTS INCLUDE REJECT
Environmental Protection (FDEP), Palm Beach County Health Department
(PBCHD), Palm Beach County Engineering Department (PBCED), Palm
Beach County Department of Environmental Resource Management
(PBCDERM) and any others, shall be included with the permit request.
10. All comments requiring changes and/or corrections to the plans shall be
reflected on all appropriate sheets. '.
11. Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the Technical Advisory
Review Team (TART) process does not ensure that additional comments '.
may not be generated by the Commission and at permit review.
12. The applicant shall proceed through the abandonment process (through the
P&Z Department) for road relocation and accompanying abandonment for
NE 15th Place.
13. Upon satisfactory Commission approval of the site plan, the applicant shall
enter the plat process through the City's Engineering Division. A
preliminary plat application may be initiated during the site plan review to
expedite issuance of the Land Development Permit.
14. Provide written and graphic scales on all sheets.
- .:
&5. Correct discrepancies between the survey and plan sheets to accurately
depict the medians in Federal Hwy. and Ocean Inlet Dr. The survey
accurately depicts the Ocean Inlet Dr. median as continuous from Federal >
Highway east. The site and landscape plans indicate a break in the median.
16. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter
4, Section 7.B.4.) Please provide photometrics as part of your TART plan J'
submittals.
17. It may be necessary to replace or relocate large canopy trees adjacent to light
fixtures to eliminate future shadowing on the parking surface (LDR,
Chapter 23, Article II, Section A. Lb.)
18. Indicate, by note on the Landscape Plan, that within the sight triangles there
shall be an unobstructed cross-visibility at a level between 2.S-feet and 8
feet above the pavement (LDR, Chapter 7.5, Article II, Section S.H.)
19. The medians on Federal Hwy. and Ocean Inlet Dr., along the south side of
NE 15th PI., and the pocket park on the east side of the Yachtsman Cover ,
plaza have existing irrigation and plant material belonging to the City of
Boynton Beach. Any damage to the irrigation system and/or plant material
as a result of the contractor's operations shall be repaired or replaced to the
equivalent or better grade, as approved by the City of Boynton Beach, and
shall be the sole responsibility of the developer. The contractor shall notify
and coordinate with the City of Boynton Beach Forestry & Grounds
Division of Public Works a minimum of six (6) weeks in advance of any
1ST REVIEW COMMENTS
12/29/05
3
DEPARTMENTS INCLUDE REJECT
underground activities. Please acknowledge this notice in your comments
response and revise Note #7 (Sheet L2) to include all the above stated
information.
20. Staff strongly recommends placing canopy trees far enough back from drive
aisles to minimize the potential for vertical conflicts with high-profile
vehicles.
21. Ensure tree species specified along Federal Hwy will not conflict with the '.
overhead power lines. I'. " ~ . ~ .' .; ~ t
, . I , ...: I' I
, ., 't; :L _.- # .. - ,. " ; . . .,; Ui ~ ~. ~ ;,' t.~'lt_ "I; . ~ . . ., ,,, . ! '.' I
.' I.. , . I "
22. Staff recommends the use of cultivars such as "High-Rise" or "Cathedral" ,. , ),' .
for the Live Oaks to minimize the potential for vertical conflicts with high-
profile vehicles.
23. Sidewalks adjacent to parking lots shall be continuous through all driveways
and shall be six (6) inches thick within driveways (LDR, Chapter 23, Article
II, Section P.)
24. Indicate by note that catch basin and manhole covers shall be bicycle proof
(LDR, Chapter 6, Article IV, Section 5.A.2.g).
25. Full drainage plans, including drainage calculations, in accordance with the
LDR, Chapter 6, Article IV, Section 5 will be required at the time of .." ~
permitting.
26. Paving, Drainage and Site details will not be reviewed for construction
acceptability at this time. All engineering construction details shall be in
accordance with the applicable City of Boynton Beach Standard Drawings
and the "Engineering Design Handbook and Construction Standards"
and will be reviewed at the time of construction permit application.
UTILITIES
Comments:
27. Please provide a time line that clearly illustrates when water and sewer
services will be required to serve the proposed project. Your starting date
for the time line should be the date of City Commission approval. Also
provide milestone dates for permit application, the start of construction, and
the setting of the first water meter. This time line will be used to determine
the adequacy of water and wastewater treatment capacity for your project
upon the project's completion, so please be as accurate as possible.
I , "' i....'.' ..' ..,' 1'1 1", I ~." i, '\
28. All utility easements and utility lines shall be shown on the site plan and
landscape plans (as well as the Water and Sewer Plans) so that we may .\(\
determine which appurtenances, trees or shrubbery may interfere with
utilities. In general, palm trees will be the only tree species allowed within
utility easements. Canopy trees may be planted outside of the easement so
~ ,
1ST REVIEW COMMENTS
12/29/05
4
DEPARTMENTS INCLUDE REJECT
that roots and branches will not impact those utilities within the easement in
the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives
public utilities the authority to remove any trees that interfere with utility
services, either in utility easements or public rights-of-way.
29. Palm Beach County Health Department permits will be required for the
. ,
water and sewer systems serving this proiect (CODE, Section 26-12).
30. Fire flow calculations will be required demonstrating the City Code
requirement of 1,500 g.p.m. (500 g.p.m. some residential developments)
with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV,
Section 16, or the requirement imposed by insurance underwriters,
whichever is greater (CODE, Section 26-16(b)).
31. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each
building will be within 200 feet of an existing or proposed fire hydrant. The
submitted plan does (per se) meet this requirement, however, it does not
reflect an existing fire hydrant along the east side of Federal Highway (at
the existing intersection of NE 15th Place), and in addition, will require an
additional fire hydrant along Ocean Inlet Drive just southwest of the
recreational swimming pool area.
32. The CODE, Section 26-34(E) requires that a capacity reservation fee be
paid for this project either upon the request for the Department's signature
on the Health Department application forms or within seven (7) days of site
plan approval, whichever occurs first. This fee will be determined based
upon final meter size, or expected demand.
33. Water and sewer lines to be owned and operated by the City shall be
included within utility easements. Please show all proposed easements on .'
the engineering drawings, using a minimum width of 12 feet. The
easements shall be dedicated via separate instrument to the City as stated in
CODE Sec. 26-33(a).
34. This office will not require surety for installation of the water and sewer
utilities, on condition that the systems be fully completed, and given to the
City Utilities Department before the first permanent meter is set. Note that .. ,
setting of a permanent water meter is a prerequisite to obtaining the
Certificate of Occupancy.
35. A building permit for this project shall not be issued until this Department
has approved the plans for the water and/or sewer improvements required to
service this project, in accordance with the CODE, Section 26-15.
36. PVC material is not permitted on the City's water system. All lines shall be
DIP. . .
37. Appropriate backflow preventer(s) will be required on the domestic water
service to the building, and the fire sprinkler line if there is one, in
1 ST REVIEW COMMENTS
12/29/05
5
DEPARTMENTS INCLUDE REJECT
accordance with the CODE, Section 26-207.
38. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be
included that utilities are available and will be provided by all other ..
appropriate agencies. This statement is lacking on the submitted plans.
39. The City has an existing Lift Station in the Ocean Inlet Dr. median. Please
indicate if any proposed improvements in connection with this project will )c
impact this lift station.
40. Water main sizes are shown larger than normally installed for the service
mains for this size project. In addition, the existing water mains serving
both Ocean Inlet Dr. and NE 15th PI. are six (6) inches in diameter, not
eight (8) inches as indicated. Further, some of the water main currently in
existing NE 15th PI. is not shown at all to which abandonment and/or
relocation should be indicated. To add to the confusion, the plan reflects a
water interconnect between the two (2) roadways at the east property line, 1'1; "
when there is none. Sheet C-3 needs to be corrected and resubmitted for
proper evaluation.
Also please note that all existing utility lines located in current NE 15th PI. are
not shown, which would need to be abandoned and removed before any
buildings could be erected in the conflict area. The applicant needs to show
the existing force main from Lift Station #203 (located in Ocean Inlet Dr.);
this will validate that no interference with its function will occur.
41. Please provide engineering calculations supporting the proposed water main
design, including documentation that required fire flows will be met. 1W ~~
'>,~
42. Water meter banks as depicted on the plans are not acceptable. Each
townhome shall have a service connection and associated water meter from
the main to the front of the home.
43. Utility construction details will not be reviewed for construction
acceptability at this time. All utility construction details shall be in
accordance with the Utilities Department's "Utilities Engineering Design
Handbook and Construction Standards" manual (including any updates)
and will be reviewed at the time of construction permit application.
FIRE
Comments:
44. During construction all roads shall be compacted to 32 tons to accommodate
Fire Department apparatus. These roads shall be maintained from the
finished road to the site of vertical construction. The pouring of the slab is
considered vertical construction. See FDOT Standard Specifications for
Road and Bridge Construction (2000) Division II, Section 160, Stabilizing.
JAN-27-06 09:28AM FROM-atlantiF vircnmental en,ineerin,
9544280122
T-709 P.003/003 F-293
s,.,.. ." geW ..
FLOW TEST
Request Date:
1/9/06
Company: Atlantis EngineerIng
1311 Newport Center Dr #C
Deerfield Beach, FL. 33442
Requested From: AI Cspellini
Telephone Number: 954..52Q-0476
Facsimile Number: 954-428-0122
1........
,j OJ l(j~ .. /l...
. r
Location: Yachtsman's Cove - NE 1st' Place
* DIAGRAM *
(Include direction, street names, hydrant locations, Intersections and main sizes)
i N F
E
D
E
R
A
l H#(!)
H NE 15TH PLACE
W HH)
y
Hydrant 1: Static Reading: 56 psi
Hydrant 2: Flow Reading: 42 ~sl = 1 Q91 gpm
Assign Date: 1/11f.06
Tested By: FF III Aaron
Residual Reading: 48 psi
Test Date: 1/16/06
Time Tested: 10:00 hrs
AVAILABLE GPM AT 20 PSI RESIDUAL: 2~178 gpm
JAN-27-06 09:27AM FROM-atlantis
Yachtsman's Cove
2005-(l612-E
1 of 1
'ronmental eniineerini 9544280122
o
T-709 P,OOI/003 F-293
ATLANTIS
Environmental Engineering, Inc.
Ciwl & Erll1lTlmmmtl1l ElIgj"~f!r;ng
January 26, 2006
Mr. Eric Johnson
City of Boynton Beach
Planning and Zoning Division
100 E. Boynton Beach Blvd.
Boynton Beach, FL 33425
Re: Yacht&man's Cove Fire Flow Availability
Dear Mr. Breese:
Pursuant to your request, we have ordered a flow test by the Boynton Beach Fire
Department. Attached is a copy of the flow test, demonstrating the availability of
2,107 gpm at 20 psi residual pressure. Also, find attached the hand calculation
demonstrating the flow demand from the largest building, in affected area, is
1,500 gpm. We find the available flow to be adequate.
'..,
-. 1-:-4"-0'
Albert R., Capell~ Ilpe
Florida Professional Engineer # 35168
Florida Specllilllnspectlon j 1080
Cc: Ed Breese
1311 Newpnrt Center Drive West, Suite C. Deerfield Beach. FIDrid~ 33442
Tel; (954) 428-6300 I FilX; (954) 428-0122
1514 BrelldwlIY, Sui~c 201, Fort Myer., Plorlda 33901
E-moil: "1I"nIl8@~"l'<>Jin...n..t
EIlgiIl<<TS . Se:llIlllists . G~lIertll Can/rae/or.
JAN-27-06 09:28AM FROM-atlantiF 'j ronmental eniineerini
9544280122
T-709 P,002/003 F-293
Fire Flow Demand Calculation
Yachtsman Cove
National Fire Code:
C=18 x F x (A)^.5
The following is a fire flow calculation for the Yachtsman Cove Development
Effective Area (square feet)
17,820
Occupancy Reduction
0.85
Construction Factor (Joist masonry) F=1
C"'18 x F x .85 x (A)^.5
Therefore: C = 2,042 gpm
Communication & Exposure Faotor (X+P)
o
NFF = ex 0 x (1+(X+P) \
Reduction for sprinkler systems
0.75
Required Fire Flow (NFF) '" ,.075 xC x 0 x (1) =
MAXIMUM FIRE FLOW REQUIREMENT
1,532 gpm
MAXIMUM FIRE FLOW AVAILABLE
.@ 20 PSI RESIDUAL
2,179 gpm
Conclusion: Adequate water available for fire flow
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1st REVIEW COMMENTS
New Site Plan
\)(V\UVVl
Project name: Yachtsman's Cove
File number: NWSP 06-003
Reference: 1 sl review plans identified as a New Site Plan with a November 23. 2005 Planning and Zoning date
stamo markinll
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
1. Prior to permit application contact the Public Works Department (561-742-
6200) regarding the storage and handling of refuse per the CODE, Section
10-26 (a).
2. Provide a minimum inside turning radius of 35 feet at all intersections for
Solid Waste turning movements.
PUBLIC WORKS - Traffic
Comments:
3. Provide a traffic analysis and notice of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic Engineering.
4. On the Site and Civil plans, show and identify all necessary traffic control
devices such as stop bars, stop signs, double yellow lane separators striping,
directional arrows and "Do Not Enter" signage, etc. See City Standard
Drawings "K" Series for striping details.
5. Increase double yellow lane separators to a minimum 20-foot length at all
stop bars.
6. Incorporate a second handicap visitor parking space in the northwest comer
of the project.
7. On-street parking will not be permitted along the NE 15th Place.
8. A dedicated right turn lane is required at the west end ofNE 15th Place onto
Federal Hwy.
ENGINEERING DIVISION
Comments:
9. Add a general note to the Site Plan that all plans submitted for specific
permits shall meet the City's Code requirements at time of application.
These permits include, but are not limited to, the following: paving,
drainage, curbing, site lighting, landscaping and irrigation. Permits required
from other permitting agencies such as Florida Department of
Transportation (FDOT), South Florida Water Management District
(SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
1 ST REVIEW COMMENTS
12/29/05
18
DEPARTMENTS
142.
143. Although proving surplus parking spaces is endorsed, staff recommends
eliminating the space proposed at the northeast comer of the property. The
elimination of this space would allow for a better perimeter landscape buffer
along the east property line, abutting the existing single-family detached
home.
CRA STAFF COMMENTS
Comments:
Show detail on site plan of how overhead utilities along Federal Highway will be
installed under ound.
Identi locations for ublic art on site Ian.
MWRlscs:\Planning\SHARED\WP\PROJECTSWachtsmans Cove\NWSP\ 1 ST REVIEW COMMENTS.doc
INCLUDE REJECT
~
"
1 ST REVIEW COMMENTS
12/29/05
6
DEPARTMENTS
Adequate Fire Department vehicle turn around shall be provided throughout
construction. Should any Fire Department vehicle become stuck due to
poor roads or turn around, the developer shall be liable for any cost
incurred. All gates and turn around systems will be tested with a Fire
Department engine before construction begins and before a CO is issued.
45. All gates shall have a KNOX padlock or entry system. Gates shall have a
width of 12 foot in the clear if they are one way and 20' in the clear if two
way.
46. Provide a sheet that clearly shows the location of the fire hydrants and the
size of the mains feeding these hydrants. Provide hydraulic calculations
using a flow test conducted by the Boynton Beach Fire Department that
show fire flow of not less than 1500 gpm @ 20 psi. Buildings shall not be
more that 200 feet from a hydrant. All hydrants shall be operable before
vertical construction can begin.
47. Site address shall be posted before construction begins and maintained
throughout the project. This address shall be visible from the main road, in
numbers not less than 6" high that contrast with their background.
48. All buildings, regardless of their purpose, that are 30' high or taller, shall
have an approved NFP A 13 or 13R fire sprinkler system. This distance is
measured to the underside of the highest point of the building from the point
of lowest entry. See Chapter 9, Section 7-2-2Al. An external signaling
device shall be installed to alert passers by and dwellers that a sprinkler
head has activated. A horn/strobe is preferred.
49. Any living unit with an attached parking garage shall have a carbon
monoxide detector installed within the living unit and tied into the smoke
detectors.
POLICE
Conunents:
50. It is reconunended that a photometric light study be completed to show that
standards are met and the site has safe lighting levels.
BUILpING LffiIISION
-7~( 1J~
: j i ,.., / ,1 /'
I/IV/t/b
Conunents:
51. Please note that changes or revisions to these plans may generate additional
conunents. Acceptance of these plans during the TART (Technical
Advisory Review Team) process does not ensure that additional conunents
may not be generated by the commission and at permit review.
INCLUDE REJECT
/
~
52. Indicate within the site data the type of construction of each building as -/
defined in 2004 FBC, Chapter 6.
< y
1ST REVIEW COMMENTS
12/29/05
7
DEPARTMENTS INCLUDE REJECT
53. Indicate within the site data the occupancy type of each building as defined V
in 2004 FBC, Chapter 3.
54. The height and area for buildings or structures of the different types of
construction shall be governed by the intended use or occupancy of the V
building, and shall not exceed the limits set forth in Table 503 of the 2004
FBC.
55. Place a note on the elevation view drawings indicating that the exterior wall
openings and exterior wall construction comply with 2004 FBC, Table V
704.8, or 2004 FBC, Residential, Section R302.2. Submit calculations that
clearly reflect the percentage of protected and unprotected wall openings
permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section
R302.2.
56. Buildings, structures and parts thereof shall be designed to withstand the
minimum wind loads of 140 mph. Wind forces on every building or
structure shall be determined by the provisions of ASCE 7, Chapter 6, and V
the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that
are signed and sealed by a design professional registered in the state of
Florida shall be submitted for review at the time of permit application.
57. Every building and structure shall be of sufficient strength to support the
loads and forces encountered per the 2004 FBC, Section 1607 and Table V
1607.1. Indicate the live load (psf) on the plans for the building design.
58. Buildings three-stories or higher shall be equipped with an automatic
sprinkler system per F.S. 553.895. Fire protection plans and hydraulic /
calculations shall be included with the building plans at the time of permit
application.
59. Add to all plan view drawings of the site a labeled symbol that represents V
the location and perimeter of the limits of construction proposed with the
subject request.
60. At time of permit review, submit signed and sealed working drawings of the J
proposed construction.
61. Identify within the site data the finish floor elevation (lowest floor elevation)
that is proposed for the building. Verify that the proposed elevation is in
compliance with regulations of the code by adding specifications to the site
data that address the following issues: ~
. The design professional-of-record for the project shall add the following text
to the site data. "The proposed finish floor elevation _' _ NGVD is
above the highest 100-year base flood elevation applicable to the building
site, as determined by the SFWMD's surface water management construction
development regulations."
....,
1ST REVIEW COMMENTS
12/29/05
8
DEPARTMENTS INCLUDE REJECT
. From the FIRM map, identify in the site data the title of the flood zone that
the building is located within. Where applicable, specify the base flood
elevation. If there is no base flood elevation, indicate that on the plans. ~
. Identify the floor elevation that the design professional has established for the
building within the footprint of the building that is shown on the drawings
titled site plan, floor plan and paving/drainage (civil plans).
62. Add to the submittal a partial elevation view drawing of the proposed
perimeter wall. Identify the type of wall material and the type of material V
that supports the wall, including the typical distance between supports.
Also, provide a typical section view drawing of the wall that includes the
depth that the wall supports are below finish grade and the height that the
wall is above finish grade. The location and height of the wall shall comply
with the wall regulations specified in the Zoning Code.
63. On the drawing titled site plan identify the property line. .V'
64. As required by the CBBCO, Part III titled "Land Development Regulations",
submit a site plan that clearly depicts the setback dimensions from each ~
property line to the leading edge of the buildings. The leading edge of the
buildings begins at the closest point of the overhang or canopy to the
property line. In addition, show the distance between all the buildings on all
sides.
65. To properly determine the impact fees that will be assessed for the one-story
pool building, provide the following:
· Will the pool building be restricted to the residents of the entire project
only? /
· Will the residents have to cross any major roads or thoroughfares to get to
the pool building?
. Will there be any additional deliveries to the site?
. Will there be any additional employees to maintain and provide service
to the site?
Please have the applicant provide the City with a copy of the letter that will be
sent to the impact fee coordinator. To allow for an efficient permit review, the
applicant should request that the County send the City a copy of their
determination of what impact fees are required for the pool building.
66. Add to the floor plan drawing of the pool building a breakdown of the floor
area. The area breakdown shall specify the total area of the building,
covered area outside, covered area at the entrances, total floor area J
dedicated for the pool building and other uses located within the building.
Specify the total floor area that is air-conditioned. Label the use of all rooms
and floor spaces.
67. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may
not, therefore, be used for landscape irrigation where other sources are ~
readily available.
1 ST REVIEW COMMENTS
12/29/05
9
DEPARTMENTS INCLUDE REJECT
68. A water-use permit from SFWMD is required for an irrigation system that v'
utilizes water from a well or body of water as its source. A copy of the
permit shall be submitted at the time of permit application, F.S. 373.216.
69. If capital facility fees (water and sewer) are paid in advance to the City of
Boynton Beach Utilities Department, the following information shall be
provided at the time of building permit application:
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan. /
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The number of bedrooms in each dwelling unit.
· The total amount paid and itemized into how much is for water and how
much is for sewer.
(CBBCO, Chapter 26, Article II, Sections 26-34)
70. At time of permit review, provide a completed and executed CBB Unit of
Title form. The form shall describe all lots, parcels, or tracts combined as /
one lot. A copy of the recorded deed with legal descriptions, of each
property that is being unified, is required to be submitted to process the
form. The property owner that is identified on each deed shall match.
71. At time of permit review, submit separate surveys of each lot, parcel, or tract.
For purposes of setting up property and ownership in the City computer, ~
provide a copy of the recorded deed for each lot, parcel, or tract. The
recorded deed shall be submitted at time of permit review.
72. At time of building permit application, submit verification that the City of
Boynton Beach Parks and Recreation Impact Fee requirements have been
satisfied by a paid fee or conveyance of property. The following information
shall be provided:
· A legal description of the land. ~
· The full name of the project as it appears on the Development Order and
the Commission-approved site plan.
· If the project is a multi-family project, the building number/s must be
provided. The building numbers must be the same as noted on the
Commission-approved site plans.
· The number of dwelling units in each building.
· The total amount being paid.
(CBBCO, Chapter 1, Article V, Section 3(f))
".
73. Add a general note to the site plan that all plans submitted for permitting /
shall meet the City's codes and the applicable building codes in effect at the
time of permit application.
"..
74. Pursuant to approval by the City Commission and all other outside agencies, .~
the plans for this project must be submitted to the Building Division for
-
1 ST REVIEW COMMENTS
12/29/05
10
DEPARTMENTS INCLUDE REJECT
review at the time of permit application submittal. The plans must
incorporate all the conditions of approval as listed in the development order
and approved by the City Commission.
75. The full address of the project shall be submitted with the construction
documents at the time of permit application submittal. If the project is multi-
family, then all addresses for the particular building type shall be submitted. t/
The name of the project as it appears on the Development Order must be
noted on the building permit application at the time of application submittal.
76. Show the proposed site lighting on the site and landscape plans. (LDR, ~
Chapter 4, Section 7.BA) If possible, provide photo metrics as part of your
TART plan submittals.
77. Add to the floor plan drawings of the individual units a breakdown of the
area within the unit. The area breakdowns for each unit shall specify the
total area of the unit, area of the balcony, total area that is air-conditioned ~
and, where applicable, total area of storage and garage space. If the garage
and storage areas are not part of a specific unit, the area shall be included
and identified within the area of the building. Indicate how many of each
type of unit will be on each floor and within the building.
78. Add to the site data the total area under roof of each residential building.
Provide tabular area data for each floor of each building. The breakdown
shall include the following areas and each area shall be labeled on the
applicable floor plan drawing:
. Common area covered walkways;
. Covered stairways;
. Common area balconies;
. Entrance area outside of a unit;
. Storage areas (not part of a unit);
. Garages (not part of a unit); L/
. Elevator room;
. Electrical room;
. Mechanical room;
. Trash room;
. Mailbox pickup and delivery area; and
. Any other area under roof.
(Chapter 4 - Site Plan Review, Section 7.E.2 and 3)
79. Any dwelling unit that has the optional elevator installed shall comply with /
the requirements of the Federal Fair Housing Act. Additional requirements
of the Fair Housing Act may be applicable, such as parking and accessible
routes.
PARKS AND RECREATION
...
1 ST REVIEW COMMENTS
12/29/05
10
DEPARTMENTS INCLUDE REJECT
review at the time of permit application submittal. The plans must
incorporate all the conditions of approval as listed in the development order
and approved by the City Commission.
75. The full address of the project shall be submitted with the construction
documents at the time of permit application submittal. If the project is multi-
family, then all addresses for the particular building type shall be submitted.
The name of the project as it appears on the Development Order must be
noted on the building permit application at the time of application submittal.
76. Show the proposed site lighting on the site and landscape plans. (LDR,
Chapter 4, Section 7.BA) If possible, provide photo metrics as part of your
TART plan submittals.
77. Add to the floor plan drawings of the individual units a breakdown of the
area within the unit. The area breakdowns for each unit shall specify the
total area of the unit, area of the balcony, total area that is air-conditioned
and, where applicable, total area of storage and garage space. If the garage
and storage areas are not part of a specific unit, the area shall be included
and identified within the area of the building. Indicate how many of each
type of unit will be on each floor and within the building.
78. Add to the site data the total area under roof of each residential building.
Provide tabular area data for each floor of each building. The breakdown
shall include the following areas and each area shall be labeled on the
applicable floor plan drawing:
. Common area covered walkways;
. Covered stairways;
. Common area balconies;
. Entrance area outside of a unit;
. Storage areas (not part of a unit);
. Garages (not part of a unit);
. Elevator room;
. Electrical room;
. Mechanical room;
. Trash room;
. Mailbox pickup and delivery area; and
. Any other area under roof.
(Chapter 4 - Site Plan Review, Section 7.E.2 and 3)
79. Any dwelling unit that has the optional elevator installed shall comply with
the requirements of the Federal Fair Housing Act. Additional requirements
of the Fair Housing Act may be applicable, such as parking and accessible
routes.
PARKS AND RECREATION
1 ST REVIEW COMMENTS
12/29/05
11
DEPARTMENTS INCLUDE REJECT
Comments: \/
80. Park Impact Fee - 61 Single-family Attached DUs @ $771.00 each = ../
$47,031.00. Payment to be made prior to issuance of first permit.
81. Trees must have a 3" caliper at DBH. V
82. Plan must include two of the City's signature trees.
\/'
83. Irrigation must use a non-potable water source, have 110% coverage,
provide a bubbler at each trees and separate zones for planting and sod V'"
areas.
84. Above ground mechanical equipment must be screened using cocoplum. /
FORESTER/ENVIRONMENT ALIST
Comments:
Existine Trees Manaeement Plan Sheet L2
85. The Landscape Architect should tabulate the total diameter inches of
existing trees on the site. The tabular data should show the individual
species of trees proposed to be preserved in place, relocated or removed and
replaced on site. The replacement trees should be shown by a separate
symbol on the landscape plan sheet L2. [Environmental Regulations,
Chapter 7.5, Article I Sec. 7.D.p. 2.].
Plant and Materials List Sheet L2
86. All shade and palm trees on the Trees and Palms List must be listed in the
description as a minimum of 12'-14' height, 3" DBH (4.5' off the ground),
and Florida # I (Florida Grades and Standards manual). The height of the
trees may be larger than 12'-14' to meet the 3" diameter requirement; or any
gray wood (gw) or clear trunk (c. t.) specifications. [Environmental
Regulations, Chapter 7.5, Article II Sec. S.C. 2.].
87. The landscape design does not include the City signature trees (Tibochina
granulosa) at the ingress / egress areas to the site. These trees must meet the
minimum SIze specifications for trees. [Environmental Regulations,
Chapter 7.5, Article II Sec. 5.C.3.N.]
88. The planting details sheet L3 should include a line indicating where the
diameter and height, of all of the shade trees will be measured at time of
planting and inspection.
89. The details sheet L3 should include a line indicating where the gray wood,
clear trunk and height of all of the palm trees will be measured at time of
planting and inspection
90. The white bird of paradise plant listed (L2) should all have a spread size.
1ST REVIEW COMMENTS
12/29/05
11
~~ ~ . \0 . 01. '
DEPARTMENTS INCLUDE REJECT
Comments:
80. Park Impact Fee - 61 Single-family Attached DU's @ $771.00 each =
$47,031.00. Payment to be made prior to issuance of first permit.
81. Trees must have a 3" caliper at DBH.
82. Plan must include two of the City's signature trees.
83. Irrigation must use a non-potable water source, have 110% coverage,
provide a bubbler at each trees and separate zones for planting and sod
areas.
84. Above ground mechanical equipment must be screened using cocoplum.
FORESTER/ENVIRONMENT ALIST
Comments:
Existine Trees Manaeement Plan Sheet L2
85. The Landscape Architect should tabulate the total diameter inches of /
existing trees on the site. The tabular data should show the individual
species of trees proposed to be preserved in place, relocated or removed and
replaced on site. The replacement trees should be shown by a separate
symbol on the landscape plan sheet L2. [Environmental Regulations,
Chapter 7.5, Article I Sec. 7.D.p. 2.].
Plant and Materials List Sheet L2
86. All shade and palm trees on the Trees and Palms List must be listed in the
description as a minimum of 12'-14' height, 3" DBH (4.5' off the ground), /
and Florida #1 (Florida Grades and Standards manual). The height of the
trees may be larger than 12'-14' to meet the 3" diameter requirement; or any
gray wood (gw) or clear trunk (c.t.) specifications. [Environmental
Regulations, Chapter 7.5, Article II Sec. S.C. 2.].
87. The landscape design does not include the City signature trees (Tibochina /
granulosa) at the ingress / egress areas to the site. These trees must meet the
minimum SIze specifications for trees. [Environmental Regulations,
Chapter 7.5, Article II Sec. 5.C.3.N.]
88. The planting details sheet L3 should include a line indicating where the 7
diameter and height, of all of the shade trees will be measured at time of
planting and inspection.
89. The details sheet L3 should include a line indicating where the gray wood, /
clear trunk and height of all of the palm trees will be measured at time of
planting and inspection /
90. The white bird of paradise plant listed (L2) should all have a spread size. v
. ..
1 ST REVIEW COMMENTS
12/29/05
12
DEPARTMENTS INCLUDE REJECT
91. The details sheet L3 should include a line indicating where the height and ~
spread of the shrubs will be measured at time of planting and inspection.
92. The applicant should add a note that all utility boxes or structures (not V
currently known or shown on the plan) should be screened with Coco plum
hedge plants on three sides. _I \"
93. The applicant should show an elevation ~~ detail of the actual
heights of the proposed landscape trees and vegetation ~e time Q[ V
plantin.K. to (proper scale) visually buffer the proposed buildings from the
r Federal Highway right-6t-way. f- ~':.\~ i + weC;,i
Irrieation Plan v/
94. Turf and landscape (bedding plants) areas should be designed on separate
zones and time duration for water conservation.
95. Trees should have separate irrigation bubblers to provide water directly to t/
the root ball. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.
C.2.]
PLANNING AND ZONING
Comments:
96. At the technical advisory review team (TART) meeting, provide written
responses to all staff s comments and questions. Submit 12 sets of revised
plans. Each set should be folded and stapled.
97. At the technical advisory review team meeting, also provide a full set of
reduced drawings, sized 8 ~ inches by 11 inches of each plan. Save each
plan to a compact disk and submit that to staff as well.
98. Staff considers these plans to be at the final stage of site plan review, the
last stage prior to permit review. As such, all comments need to be
addressed and shown on the plans prior to the TART meeting.
99. Project compatibility will be judged on how well the proposed development
fits within the context of the neighborhood and abutting properties. Provide
elevations and cross-sections showing adjacent structures within this site
plan application (Chapter 2, Section 5.L.4.g.(1)). In the past, the
Community Redevelopment Agency Board (CRA) Board has been very
diligent in requesting developers to provide a drawing that shows what the
project would look like when viewing the subject property from an adjacent
property, in this case, from the east. Therefore, staff recommends that you
provide a supplemental drawing that shows the east elevations (abutting the
single-family homes) that depicts the buildings with the plant material at
maturity.
100. Approval of this proj ect IS contingent upon the approval of the
accompanying request for abandonment of Northeast 15th Place (ABAN 06-
001) and land use amendment / rezoning (LUAR 06-003).
...
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 05-133
TO: Michael Rumpf, Director
Planning & Zoning Division
Ed Breese, Principal Planner
Planning & Zoning Division .'1
FROM: H. David Kelley, Jr., PE/PSM"~
City Engineer D
DATE: December 8, 2005
SUBJECT: City Abandonment Indication
50-foot R/W of N.E. 15th Place, part of
YACHTSMAN'S COVE
Site Plan Application NWSP 06-003
The above noted proposed development application was filed on November 23, 2005; a copy was
forwarded to this Division on or about December 2nd for review and comment. We submit to you the
following comments on N.E. 15th Place only.
This project's legal description as shown on the topographic survey (prepared by Avirom & Associates,
Inc.) is noted as follows:
"Section I, COQUINA COVE, according to the Plat thereof as recorded in Plat Book 24,
Page 14, of the Public Records of Palm Beach County, Florida, less the right-of-way for
U.S. Highway #1 (State Road #5)
TOGETHER WITH:
Lot 19, YACHTSMAN'S COVE, according to the Plat thereof as recorded in Plat Book
31, Page 225, of the Public Records of Palm Beach County, Florida." This survey
encompasses two (2) lots, one in each subdivision, one on each side of existing N.E. 15th
Place right-of-way.
The Sketch and Description of the proposed development not only encompasses the above legal
description, but incorporates a portion of N.E. 15th Place (assuming that this portion is to be abandoned
and a proposed new typical section relocated through the new site plan). Nothing in the application (or
plans) reflects any of existing N.E. 15th Place to be abandoned, nor the proposed relocation of same. In
addition, this proposed development incorporates all of the (tentative) N.E. 15th Place abandonment and
reflects a new residential building onto same (see application package Sheet C-2).
Department of Public Works, Engineering Division Memo No. 05-133
Re: City Abandonment, 50 ft. RJW. ofNE 15th Place, part of Yachtsman' s Cove
December 9,2005
Page 2
You are advised that any abandonment would have to follow state statutes, which divides any right-of-
way/easement abandonment equally (50% to each side of the abandonment centerline) with the adjacent
property owners. This is reflected in the state statute (s 336.12, circa 1955) involving any public property
abandonment. There are numerous city and county case histories holding this state procedure applicable
to them also. There are certain rules and procedures applicable to apportionment when the roadway
centerline is curvilinear. This proposed development does not follow this requirement; it arbitrarily
confiscates the entire right-of-way to allow for the additional proposed building (most easterly building).
Attached as Item "A" is an excerpt from the applicant's plan reflecting how they want the proposed
abandonment to be handled for their benefit. Attached as Item "B" is how the state statute states how the
roadway abandonment needs to be. This would disallow the additional building the applicant is showing.
We recommend that this application be DENIED as presented and returned to the applicant for
reconsideration. To continue it forward in the approval process, will require our ol'position as it is
presented. A copy of this memorandum is being directed to the City Attorney's Office 'for their comment
on the abandonment procedures of the city.
Please keep this Division informed as to the progress of the application. If you have any questions, please
advise me at x6988 (note new extension number).
HDK/ck
xc: Jeff Livergood, PE, Dir. of Public Works
Laurinda Logan, PE, Engineering Division
David To1ces, Esq., City Attorney's Office
Ken Hall, Plans Analyst, Engineering Division
File
S:\Engineering\KribsWachtsman's Cove Abandonment, 50' R-W,doc
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Page 1 of 1
Breese, Ed
From: Immler, Matt
Sent: Monday, December 05, 2005 3:40 PM
To: Breese, Ed
Subject: Yachtsman's Cove
Ed,
Approval of the Yachtsman's Cove site plan will not negatively impact PD operations,
G. Matthew Immler
Chief of Police
City of Boynton Beach
561-742-6101
immlerm@ci,boynton-beach.fl.us
.0
12/5/2005
FIRE & LIFE SAFETY DIVISION
TO: Ed Breese, Principal Planner
FROM: Rodger W. Kemmer, Deputy Chief/Fire Marshal
DATE: December 8, 2005
SUBJECT: Yachtsman's Cove
Oceanside
New development projects involving multi-family or high-density commercial
projects should be approved contingent upon consideration of future
upgrades in emergency dispatch capability. These enhancements include
new technology related to CAD, GIS, and AVL capability, as well as adequate
staffing. All other factors (personnel, training, technology, fire station
placement, building design features, etc) depend on a reliable and efficient
method of getting the resources provided where they are needed in time to
mitigate the consequences of an emergency, regardless of the type of
response.
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 05-135
.~
{~
/'~/-2-:S/ C7 b
FROM:
Ed Breese, Principal Planner, Planning and Zoning
. ;:." ~
Laurinda Logan, P.E., Senior Engineer Xi \
-~(
TO:
DATE:
December 22, 2005
RE:
Review Comments
New Site Plan -1st Review
Yachtsman's Cove
File No. NWSP 06-003
The above referenced Site Plans, received on December 2, 2005, were reviewed for Public Works,
Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of
Ordinances. Following are our comments with the appropriate Code and Land Development Regulations
(LOR) referenced.
PUBLIC WORKS - GENERAL
1. Prior to permit application contact the Public Works Department (561-742-6200) regarding the
storage and handling of refuse per the CODE, Section 10-26 (a).
2. Provide a minimum inside turning radius of 35-ft. at all intersections for Solid Waste turning
movements.
PUBLIC WORKS - TRAFFIC
3, Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from
Palm Beach County Traffic Engineering.
4. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars,
stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc.
See City Standard Drawings "K" Series for striping details.
5. Increase double yellow lane separators to a minimum 20-ft. length at all stop bars.
6, Incorporate a second handicap visitor parking space in the northwest corner of the project.
7. On-street parking will not be permitted along the NE 15th Place.
8. A dedicated right turn lane is required at the west end of NE 15th Place onto Federal Hwy.
ENGINEERING
9. Add a general note to the Site Plan that all plans submitted for specific permits shall meet the City's
Code requirements at time of application. These permits include, but are not limited to, the following:
paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other
Public Works Department/Engineering Division Memo No. 05-135
Re: Yachtsman's Cove
December 22, 2005
Page 2
permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water
Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach
County Engineering Department (PBCED), Palm Beach County Department of Environmental
Resource Management (PBCDERM) and any others, shall be included with the permit request.
10. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
11, Please note that changes or revIsions to these plans may generate additional comments.
Acceptance of these plans during the Technical Advisory Review Team (TART) process does not
ensure that additional comments may not be generated by the Commission and at permit review.
12. The applicant shall proceed through the abandonment process (through the P&Z Department) for
road relocation and accompanying abandonment for NE 15th Place.
13. Upon satisfactory Commission approval of the site plan, the applicant shall enter the plat process
through the City's Engineering Division. A preliminary plat application may be initiated during the site
plan review to expedite issuance of the Land Development Permit.
14. Provide written and graphic scales on all sheets.
15. Correct discrepancies between the survey and plan sheets to accurately depict the medians in
Federal Hwy. and Ocean Inlet Dr. The survey accurately depicts the Ocean Inlet Dr. median as
continuous from Federal Hwy. east. The site and landscape plans indicate a break in the median.
16. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter 4, Section 7.B.4.) If
possible please provide photometries as part of your TRC plan submittals - it is much easier to
identify and correct any deficiencies now than while you are waiting on a permit!
17. It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate
future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1.b.)
18. Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an unobstructed
cross-visibility at a level between 2.5-ft. and 8-ft. above the pavement (LDR, Chapter 7.5, Article II,
Section 5.H.)
19, The medians on Federal Hwy. and Ocean Inlet Dr., along the south side of NE 15th Pl., and the
pocket park on the east side of the Yachtsman Cover plaza have existing irrigation and plant material
belonging to the City of Boynton Beach. Any damage to the irrigation system and/or plant material as
a result of the contractor's operations shall be repaired or replaced to the equivalent or better grade,
as approved by the City of Boynton Beach, and shall be the sole responsibility of the developer. The
contractor shall notify and coordinate with the City of Boynton Beach Forestry & Grounds Division of
Public Works a minimum of six (6) weeks in advance of any underground activities. Please
acknowledge this notice in your comments response and revise Note #7 (Sheet L2) to include all the
above stated information.
20. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the
potential for vertical conflicts with high-profile vehicles.
Public Works Department/Engineering Division Memo No. 05-135
Re: Yachtsman's Cove
December 22, 2005
Page 3
21, Ensure tree species specified along Federal Hwy will not conflict with the overhead power lines.
22. Staff recommends the use of cultivars such as "High-Rise" or "Cathedral" for the Live Oaks to
minimize the potential for vertical conflicts with high-profile vehicles.
23. Sidewalks adjacent to parking lots shall be continuous through all driveways and shall be 6 in. thick
within driveways (LOR, Chapter 23, Article II, Section P.)
24, Indicate by note that catch basin and manhole covers shall be bicycle proof (LOR, Chapter 6, Article
IV, Section 5.A.2.g).
25. Full drainage plans, including drainage calculations, in accordance with the LOR, Chapter 6, Article
IV, Section 5 will be required at the time of permitting.
26. Paving, Drainage and Site details will not be reviewed for construction acceptability at this time. All
engineering construction details shall be in accordance with the applicable City of Boynton Beach
Standard Drawings and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
UTILITIES
27. Please provide a timeline that clearly illustrates when water and sewer services will be required to
serve the proposed project. Your starting date for the timeline should be the date of City Commission
approval. Also provide milestone dates for permit application, the start of construction, and the setting
of the first water meter. This timeline will be used to determine the adequacy of water and
wastewater treatment capacity for your project upon the project's completion, so please be as
accurate as possible.
28, All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as
the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may
interfere with utilities. In general, palm trees will be the only tree species allowed within utility
easements. Canopy trees may be planted outside of the easement so that roots and branches will
not impact those utilities within the easement in the foreseeable future. The LOR, Chapter 7.5,
Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility
services, either in utility easements or public rights-of-way.
29. Palm Beach County Health Department permits will be required for the water and sewer systems
serving this project (CODE, Section 26-12).
30. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. (500
g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LOR, Chapter
6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater
(CODE, Section 26-16(b)).
31, The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. The submitted plan does (per se) meet this requirement,
however, it does not reflect an existing fire hydrant along the east side of Federal Highway (at the
existing intersection of NE 15th Place), and in addition, will require an additional fire hydrant along
Ocean Inlet Drive just southwest of the recreational swimming pool area.
Public Works Department/Engineering Division Memo No. 05-135
Re: Yachtsman's Cove
December 22, 2005
Page 4
32. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either
upon the request for the Department's signature on the Health Department application forms or within
seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon
final meter size, or expected demand.
33. Water and sewer lines to be owned and operated by the City shall be included within utility
easements. Please show all proposed easements on the engineering drawings, using a minimum
width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in
CODE Sec. 26-33(a).
34. This office will not require surety for installation of the water and sewer utilities, on condition that the
systems be fully completed, and given to the City Utilities Department before the first permanent
meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the
Certificate of Occupancy.
35. A building permit for this project shall not be issued until this Department has approved the plans for
the water and/or sewer improvements required to service this project, in accordance with the CODE,
Section 26-15.
36. PVC material is not permitted on the City's water system. All lines shall be DIP.
37. Appropriate backflow preventer(s) will be required on the domestic water service to the building, and
the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207.
38. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are
available and will be provided by all other appropriate agencies. This statement is lacking on the
submitted plans.
39. The City has an existing Lift Station in the Ocean Inlet Dr. median. Please indicate if any proposed
improvements in connection with this project will impact this lift station.
40. Water main sizes are shown larger than normally installed for the service mains for this size project.
In addition, the existing water mains serving both Ocean Inlet Dr. and NE 15th PI. are 6-in. diameter,
not 8-in. as indicated. Further, some of the water main currently in existing NE 15th PI. is not shown
at all to which abandonment and/or relocation should be indicated. To add to the confusion, the plan
reflects a water interconnect between the two (2) roadways at the east property line, when there is
none. Sheet C-3 needs to be corrected and resubmitted for proper evaluation.
Also please note that all existing utility lines located in current NE 15th PI. are not shown, which would
need to be abandoned and removed before any buildings could be erected in the conflict area. The
applicant needs to show the existing force main from Lift Station #203 (located in Ocean Inlet Dr.);
this will validate that no interference with its function will occur.
41. Please provide engineering calculations supporting the proposed water main design, including
documentation that required fire flows will be met.
42. Water meter banks as depicted on the plans are not acceptable. Each town home shall have a
service connection and associated water meter from the main to the front of the home.
Public Works Department/Engineering Division Memo No. 05-135
Re: Yachtsman's Cove
December 22, 2005
Page 5
43, Utility construction details will not be reviewed for construction acceptability at this time. All utility
construction details shall be in accordance with the Utilities Department's "Utilities Engineering
Design Handbook and Construction Standards" manual (including any updates) and will be
reviewed at the time of construction permit application.
LUck
Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail)
Peter V. Mazzella, Deputy Utility Director, Utilities
H. David Kelley, Jr., P.E.! P.S.M., City Engineer, Public Works/Engineering (via e-mail)
Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail)
File
S:\Engineering\KribsWachtsman's Cove New Site Plan 1st Review,doc
\
!
DEPARTMENT OF DEVELOPMENT
BUILDING DIVISION
MEMORANDUM NO. 05-235
List of Acronvms/Abbreviations:
ANSI - American National Standards Institute
ASCE - American Society of Civil
Engineers
CBB - City of Boynton Beach
CBBA - Boynton Beach Amendments
CBBCO - City of Boynton Beach
Code of Ordinances
CBBCPP - City of Boynton Beach
Comprehensive Plan Policy
CFR - Code of Federal Regulations
EPA - Environment Protection Agency
FBC - Florida Building Code
FFHA - Federal Fair Housing Act
FFPC - Florida Fire Prevention Code
FIRM - Flood Insurance Rate Map
F,S. - Florida Statutes
LDR - Land Development Regulations
NEC - National Electric Code
NFPA - National Fire Prevention Assn
NGVD - National Geodetic Vertical
Datum of 1929
SFWMD - South Florida Water
Management District
TO: Ed Breese
Principal Planner
FROM: Timothy K. Large~
TART Member/B~ision
DATE: December 7,2005
SUBJECT: Project - Yachtsman's Cover
File No. - NWSP 06-003 - 1st review
Buildina Division (Site Specific and Permit Comments) - Timothv K. Larae (561) 742-6352
1 Please note that changes or revisions to these plans may generate additional comments.
Acceptance of these plans during the TART (Technical Advisory Review Team) process
does not ensure that additional comments may not be generated by the commission and at
permit review.
2 Indicate within the site data the type of construction of each building as defined in 2004
FBC, Chapter 6.
3 Indicate within the site data the occupancy type of each building as defined in 2004 FBC,
Chapter 3.
4 The height and area for buildings or structures of the different types of construction shall be
governed by the intended use or occupancy of the building, and shall not exceed the limits
set forth in Table 503 of the 2004 FBC.
5 Place a note on the elevation view drawings indicating that the exterior wall openings and
exterior wall construction comply with 2004 FBC, Table 704.8, or 2004 FBC, Residential,
Section R302.2. Submit calculations that clearly reflect the percentage of protected and
unprotected wall openings permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential,
Section R302.2.
6 Buildings, structures and parts thereof shall be designed to withstand the minimum wind
loads of 140 mph. Wind forces on every building or structure shall be determined by the
provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind
Loads), Calculations that are signed and sealed by a design professional registered in the
state of Florida shall be submitted for review at the time of permit application.
7 Every building and structure shall be of sufficient strength to support the loads and forces
encountered per the 2004 FBC, Section 1607 and Table 1607.1. Indicate the live load (pst)
on the plans for the building design.
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Page 1 of 4
/'
8 Buildings three-stories or higher shall be equipped with an automatic sprinkler system per
F .S. 553.895. Fire protection plans and hydraulic calculations shall be included with the
building plans at the time of permit application.
9 Add to all plan view drawings of the site a labeled symbol that represents the location and
perimeter of the limits of construction proposed with the subject request.
10 At time of permit review, submit signed and sealed working drawings of the proposed
construction.
11 Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed
for the building. Verify that the proposed elevation is in compliance with regulations of the
code by adding specifications to the site data that address the following issues:
A The design professional-of-record for the project shall add the following text to the site
data. "The proposed finish floor elevation _' _ NGVD is above the highest 1 DO-year
base flood elevation applicable to the building site, as determined by the SFWMD's
surface water management construction development regulations."
B From the FIRM map, identify in the site data the title of the flood zone that the building is
located within. Where applicable, specify the base flood elevation. If there is no base
flood elevation, indicate that on the plans.
C Identify the floor elevation that the design professional has established for the building
within the footprint of the building that is shown on the drawings titled site plan, floor
plan and paving/drainage (civil plans).
12 Add to the submittal a partial elevation view drawing of the proposed perimeter wall.
Identify the type of wall material and the type of material that supports the wall, including
the typical distance between supports. Also, provide a typical section view drawing of the
wall that includes the depth that the wall supports are below finish grade and the height that
the wall is above finish grade. The location and height of the wall shall comply with the wall
regulations specified in the Zoning Code.
13 On the drawing titled site plan identify the property line.
14 As required by the CBBCO, Part III titled "Land Development Regulations", submit a site
plan that clearly depicts the setback dimensions from each property line to the leading edge
of the buildings. The leading edge of the buildings begins at the closest point of the
overhang or canopy to the property line. In addition, show the distance between all the
buildings on all sides.
15 To properly determine the impact fees that will be assessed for the one-story pool building,
provide the following:
A Will the pool building be restricted to the residents of the entire project only?
B Will the residents have to cross any major roads or thoroughfares to get to the pool
building?
C Will there be any additional deliveries to the site?
D Will there be any additional employees to maintain and provide service to the site?
Please have the applicant provide the City with a copy of the letter that will be sent to the
impact fee coordinator. To allow for an efficient permit review, the applicant should request
that the County send the City a copy of their determination of what impact fees are required
for the pool building.
S\Development\Building\TART\TART 2006\Yachtsman's Cove Page 2 of 4
16 Add to the floor plan drawing of the pool building a breakdown of the floor area. The area
breakdown shall specify the total area of the building, covered area outside, covered area
at the entrances, total floor area dedicated for the pool building and other uses located
within the building. Specify the total floor area that is air-conditioned. Label the use of all
rooms and floor spaces.
17 CBBCPP 3.C.3.4 requires the conservation of potable water. City water may not, therefore,
be used for landscape irrigation where other sources are readily available.
18 A water-use permit from SFWMD is required for an irrigation system that utilizes water from
a well or body of water as its source. A copy of the permit shall be submitted at the time of
permit application, F.S. 373.216.
19 If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach
Utilities Department, the following information shall be provided at the time of building
permit application:
A The full name of the project as it appears on the Development Order and the
Commission-approved site plan.
B If the project is a multi-family project, the building number/s must be provided. The
building numbers must be the same as noted on the Commission-approved site plans.
C The number of dwelling units in each building.
D The number of bedrooms in each dwelling unit.
E The total amount paid and itemized into how much is for water and how much is for
sewer.
(CBBCO, Chapter 26, Article II, Sections 26-34)
20 At time of permit review, provide a completed and executed CBB Unit of Title form. The
form shall describe all lots, parcels, or tracts combined as one lot. A copy of the recorded
deed with legal descriptions, of each property that is being unified, is required to be
submitted to process the form. The property owner that is identified on each deed shall
match.
21 At time of permit review, submit separate surveys of each lot, parcel, or tract. For purposes
of setting up property and ownership in the City computer, provide a copy of the recorded
deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of permit
review.
22 At time of building permit application, submit verification that the City of Boynton Beach
Parks and Recreation Impact Fee requirements have been satisfied by a paid fee or
conveyance of property. The following information shall be provided:
A A legal description of the land.
B The full name of the project as it appears on the Development Order and the
Commission-approved site plan.
C If the project is a multi-family project, the building number/s must be provided. The
building numbers must be the same as noted on the Commission-approved site plans.
D The number of dwelling units in each building.
E The total amount being paid.
(CBBCO, Chapter 1, Article V, Section 3(f))
S\Development\Building\ T ART\ TART 2006\ Yachtsman's Cove
Page 3 of 4
23 Add a general note to the site plan that all plans submitted for permitting shall meet the
City's codes and the applicable building codes in effect at the time of permit application.
24 Pursuant to approval by the City Commission and all other outside agencies, the plans for
this project must be submitted to the Building Division for review at the time of permit
application submittal. The plans must incorporate all the conditions of approval as listed in
the development order and approved by the City Commission.
25 The full address of the project shall be submitted with the construction documents at the
time of permit application submittal. If the project is multi-family, then all addresses for the
particular building type shall be submitted. The name of the project as it appears on the
Development Order must be noted on the building permit application at the time of
application submittal.
26 Show the proposed site lighting on the site and landscape plans. (LRD, Chapter 4, Section
7.B.4) If possible, provide photo metrics as part of your TART plan submittals.
27 Add to the floor plan drawings of the individual units a breakdown of the area within the unit.
The area breakdowns for each unit shall specify the total area of the unit, area of the balcony,
total area that is air-conditioned and, where applicable, total area of storage and garage space.
If the garage and storage areas are not part of a specific unit, the area shall be included and
identified within the area of the building. Indicate how many of each type of unit will be on each
floor and within the building.
28 Add to the site data the total area under roof of each residential building, Provide tabular area
data for each floor of each building. The breakdown shall include the following areas and each
area shall be labeled on the applicable floor plan drawing:
A Common area covered walkways;
B Covered stairways;
C Common area balconies;
o Entrance area outside of a unit;
E Storage areas (not part of a unit);
F Garages (not part of a unit);
G Elevator room;
H Electrical room;
I Mechanical room;
J Trash room;
K Mailbox pickup and delivery area; and
L Any other area under roof.
(Chapter 4 - Site Plan Review, Section 7,E.2 and 3)
29 Any dwelling unit that has the optional elevator installed shall comply with the requirements of
the Federal Fair Housing Act. Additional requirements of the Fair Housing Act may be
applicable, such as parking and accessible routes.
bf
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//
TRC COMMENTS
PROJECT: YACHTSMANS' COVE
LOCATION: 1550 N. Federal Highway
FILE# NWSP 06-003
TYPE OF PROJECT: TOWNHOUSES
CAPACITY: 36 UNITS
COMMENTS
1. During construction all roads shall be compacted to 32 tons to accommodate Fire
Department apparatus. These roads shall be maintained from the finished road to
the site of vertical construction. The pouring of the slab is considered vertical
construction. See FDOT Standard Specifications for Road and Bridge
Construction (2000) Division II, Section 160, Stabilizing. Adequate Fire
Department vehicle turn around shall be provided throughout construction.
Should any Fire Department vehicle become stuck due to poor roads or turn
around, the developer shall be liable for any cost incurred. All gates and turn
around systems will be tested with a Fire Department engine before construction
begins and before a CO is issued.
2. All gates shall have a KNOX padlock or entry system. Gates shall have a width of
12' in the clear if they are one way and 20' in the clear if two way.
3. Provide a sheet that clearly shows the location of the fire hydrants and the size of
the mains feeding these hydrants. Provide hydraulic calculations using a flow test
conducted by the Boynton Beach Fire Department that show fire flow of not less
than 1500 gpm @ 20 psi. Buildings shall not be more that 200 feet from a hydrant.
All hydrants shall be operable before vertical construction can begin.
4. Site address shall be posted before construction begins and maintained
throughout the project. This address shall be visible from the main road, in
numbers not less than 6" high that contrast with their background.
5. All buildings, regardless of their purpose, that are 30' high or taller, shall have an
approved NFPA 13 or 13R fire sprinkler system. This distance is measured to the
underside of the highest point of the building from the point of lowest entry. See
Chapter 9, Section 7-2-2A1. An external signaling device shall be installed to alert
passers by and dwellers that a sprinkler head has activated. A horn/strobe is
preferred.
6. Any living unit with an attached parking garage shall have a carbon monoxide
detector installed within the living unit and tied into the smoke detectors.
./,-
CITY OF BOYNTON BEACH, FLORIDA
INTER-OFFICE MEMORANDUM
/
TO:
Ed Breese,
Principal Planner
DATE:
December 15, 2005
FILE: NWSP 06-003
FROM:
Off. John Huntington
Police Department
CPTED Practitioner
SUBJECT: Yachtsmans Cove
REFERENCES: Site Plan
ENCLOSURES:
I have viewed the above building plans and have the following comments:
1. It is recommended that a photometric light study be completed to show that standards are met and the
site has safe lighting levels.
TRC Memorandum
Page 1 of2
/
Coale, Sherie
From: Hallahan, Kevin
Sent: Tuesday, December 06, 2005 2:25 PM
To: Coale, Sherie
Cc: Breese, Ed
Subject: TART comments - Yachtsmans Cove
Planning Memorandum: Forester / Environmentalist
To:
Ed Breese, Principal Planner
From:
Kevin J. Hallahan, Forester / Environmentalist
Subject:
Yachtsmans Cove
New Site Plan - 1st Review
NWSP 06-003
Date:
December 6, 2005
Existing Trees Management Plan
Sheet L2
The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The
tabular data should show the individual species of trees proposed to be preserved in place, relocated
or removed and replaced on site. The replacement trees should be shown by a separate symbol on
the landscape plan sheet L2. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.]
Plant and Materials List Sheet L2
1, All shade and palm trees on the Trees and Palms List must be listed in the description as a
minimum of 12'-14' height, 3" DBH (4.5' off the ground), and Florida #1 (Florida Grades and
Standards manual). The height ofthe trees may be larger than 12'-14' to meet the 3" diameter
requirement; or any gray wood (gw) or clear trunk (c.t.) specifications. [Environmental
Regulations, Chapter 7.5, Article II Sec. S.C. 2.]
2. The landscape design does not include the City signature trees (Tibochina granulosa) at the
ingress / egress areas to the site. These trees must meet the minimum size specifications for trees.
[Environmental Regulations, Chapter 7.5, Article II Sec. 5.C.3.N.]
3, The planting details sheet L3 should include a line indicating where the diameter and height, of all
of the shade trees will be measured at time of planting and inspection.
4, The details sheet L3 should include a line indicating where the gray wood, clear trunk and height
of all of the palm trees will be measured at time of planting and inspection.
5. The white bird of paradise plant listed (L2) should all have a spread size.
6, The details sheet L3 should include a line indicating where the height and spread of the shrubs
will be measured at time of planting and inspection.
7, The applicant should add a note that all utility boxes or structures (not currently known or shown
on the plan) should be screened with Coco plum hedge plants on three sides.
8. The applicant should show an elevation cross-section detail of the actual heights of the proposed
12/1612005
TRC Memorandum
Page 2 of2
landscape trees and vegetation at the time of planting to (proper scale) visually buffer the
proposed buildings from the Federal Highway right-of-way.
.Irrigation Plan
9, Turf and landscape (bedding plants) areas should be designed on separate zones and time duration
for water conservation.
10, Trees should have separate irrigation bubblers to provide water directly to the root ball.
[Environmental Regulations, Chapter 7.5, Article II Sec. 5. C.2.]
Kjh
12/16/2005
Page 1 of 1
~
Rivers, Jody
To: Breese, Ed; Coale, Sherie
Subject: Site Plan Review - Yachtmans Cove
Project: Yachtmans Cove
File No,: NWSP 06-003
1, Park Impact FEe - 61 Single-family Attached DWs @ $771,00 each = $47,031,00, Payment to be made
prior to issuance of first permit.
2, Trees must have a 3" caliper at DBH
3, Plan must include two of the City's signature trees,
4, Irrigation must use a non-potable water source, have 110% coverage, provide a bubbler at each trees and
separate zones for planting and sod areas,
5, Above ground mechanical equipment must be screened using cocoplum,
)ool~ Ri.vers
Parks Superintendent
City of Boynton Beach
100 E, Boynton Beach Blvd,
Boynton Beach, FL 33425
(561) 742-6226
(561) 742-6233 (fax)
12/16/2005
LITY OF BOYNTON BEACH, FLORrOA
INTER-OFFICE MEMORANDUM
TO:
Dick Hudson,
Senior Planner
DATE:
December 15, 2005
FILE: NWSP 06-003
FROM:
John Huntington, Officer
Crime Prevention Unit
SUBJECT: Yachtsman's Cove Impacts Assesment on
Services
REFERENCES: Impacts of Proposed Site Plan Upon
Police Services
ENCLOSURES:
I have reviewed the building plans and proposed project for Yachtsman's Cove, formally Yachtsman's Plaza at
1500 N. Federal Highway. Yachtsman's Cove is planned for 61 residential attached town homes.
For the purpose of this analysis, a similar project was used as a comparison. Also, a statistical analysis was
completed to show the percentage of increase of police calls for service for the selected project. With the
projected development throughout the city, an estimated 30% increase in population can be expected. Total
police calls for service have increased 66.8 % from 1990 - 2000. A 15% increase in calls for service is
expected due to this current growth.
In relation to total calls for service to the zone, one officer handled 6,672 calls or 9.5% of all calls for service.
In addition, there are two residential attached town home projects soon to be completed from 1400 N. Federal
Highway to Gateway Blvd. The new planned communities will increase calls for service by an estimated 7%
for one officer. Service requirements for the police department will be greatly impacted and the demand for
more police personnel and equipment will be needed to balance the increase in population and non residential
traffic into our city.
The City of Boynton Beach
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DIVISON
100 E, Boynton Beach Boulevard
P,O. Box 310
Boynton Beach, Florida 33425-0310
TEL: 561-742-6260
FAX: 561-742-6259
www,boynton-beach.org
To: Peter Mazzella, Assistant Director, Utilities
Kofi Boatang, Director of Utilities
Matthew Immler, Police Chief
Rodger Kemmer, Deputy Chief / Fire Marshal
Jody Rivers, Parks Superintendent
Cc: William Bingham, Fire Chief
Wally Majors, Parks Director
Laurinda Logan, Civil Engineer
Rick Lee, Fire Protection Analyst
John Huntington, Police Officer
From: Ed Breese, Principal Planner J!.b;
Date: 12/1/05
Re: Impacts of proposed site plan upon City facilities and services
Project: Yachtsman's Cove
MEMORANDUM
As part of the City's concurrency requirements, the City Commission directed the Planning & Zoning
Division to report whether or not the City could maintain an adequate level of service with current
infrastructure and / or staffing levels in order to support the proposed development.
Plans for the above-mentioned project have been forwarded to your department's representative
for their technical review and comment. We are requesting that you review the proposed project for
anticipated impacts to your department's level of service (as requested by the City Commission) and
provide us with your comments for direct insertion into our staff report. In the past, you have sent
us something that indicates your current staff / infrastructure would either be able to support the
proposed project or what would be required to meet the adopted level of service. Please respond
no later than 2 weeks from today. Also, any recommendations that you believe that would
enhance the project are certainly welcomed. I thank you for your assistance in this matter. Should
you have any questions regarding the requested information, please do not hesitate to call me at
742-6260.
5: \Planning\SHARED\ WP\PROJECTS\yachtsmans Cove\Impact Analysis,doc
View Hit: First Last Next Prev Hit-list Quit
< >
Got hit 'a' from page 1
Business/Common Place Information
Page
Name: YACHTSMAN'S COVE
Address: 1406 N FEDERAL HWV
High Number (if a range): Hydrant1:
Reference Business Code if an Alias: (
===================== Information Returned by Geoprocessor
Loc Found:1406 N FEDERAL HWV Map Grid:
Police - Sector: 3 Geocode: Fire - District:
Latitude/Longitude:
IF THIS IS AN ALIAS, YOU MAY STOP HERE
Record Type: C
Phone: 734-2628
Hydrant2:
------------------
------------------
RA: 303
Box: 12
/
------------------------------------------------------------------------------
------------------------------------------------------------------------------
Type: SUBDIVIS Group: HOUSING Complex Name:
Municipality - Code: Name: BOYNTON BEACH
Area - Code: Name:
Development - Code: Name:
Landmark/ID Tag:
Nearest Cross Street: Computer Code* 954
Most recent update on 11/07/2005 by JACKDAWN
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I
Incident# Fire#
5060158
5021225
5019528
5011664
5004807
Police# Date/Time Location Incident Type
504111208/08/200507:42:22 1406 N FEDERAL HWY BURG DELAYED
5014191 03/18/2005 17:44:10 1406 N FEDERAL HWY ALARM COMM
5013045 03/12/2005 17:47:16 1406 N FEDERAL HWY ALARM COMM
5001445 5007822 02/12/2005 21 :44:04 1406 N FEDERAL HWY ALS
500332401/19/2005 16:10:11 1406 N FEDERAL HWY HIT&RUNINO INJ
SQL Statment Used in Search
select distinct cadinclog.incnum, cadinclog.dtreceived, cadinclog.stnum, cadinclog.stname 1,
cadinclog.fincnum, cadinclog.pincnum, cadinclog.inctype from cadinclog, cadincclasslog where
cadinclog.incnum = cadincclasslog.incnum and ((cadinclog.dtreceived between "2005-01-01
00:00:00" and "2006-02-1423:59:59")) and (cadinclog.stnum like "1406%") and
(cadinclog.stnamellike "N FED%") and (cadincclasslog.dispclass like "POLICE%") and
(cadinclog.pincnum is not null) order by cadinclog.incnum desc;
r::J Search Again
Number of Incidents Listed 5
http:// 172.22.0 .34/Q EDI 1 cadpartner/cad97 1 search! srchresults.j sp
2/14/2006
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< >
Got hit 'bl from page 1
Business/Common Place Information
Page
Name: YACHTSMAN PLAZA NORTH
Address: 1600 N FEDERAL HWY
High Number (if a range): Hydrant1:
Reference Business Code if an Alias: (
===================== Information Returned by Geoprocessor
Loc Found:1600 N FEDERAL HWY Map Grid:
Police - Sector: 2 Geocode: Fire - District:
Latitude/Longitude:
IF THIS IS AN ALIAS, YOU MAY STOP HERE
Record Type: C
Phone:
Hydrant2:
------------------
------------------
RA: 203
Box: 12
------------------------------------------------------------------------------
------------------------------------------------------------------------------
Type: OTH BUSN Group: OTHER Complex Name:
Municipality - Code: 1 Name: BOYNTON BEACH
Area - Code: Name:
Development - Code: Name:
Landmark/ID Tag:
Nearest Cross Street: Computer Code* 414
Most recent update on 09/04/2002 by SOLO DOUG
<Next Screen> for Names. <Select> for Business Facts.
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CAD Incident Search Results
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CAD Search Results I
Incident# Fire# Police# Date/Time Location Incident Type
6011512 600765802/12/2006 1600 N FEDERAL HWY SUSP INCIDENT
15:45:41
6011220 6007471 02/11/2006 1600 N FEDERAL HWY LOST /FOUND
15:18:31 PROP
6010761 600717302/10/2006 1600 N FEDERAL HWY ALARM COMM
05:48:16
6009543 600637002/05/2006 1600 N FEDERAL HWY 911 HANGUP
12:09:05
6009408 6006279 02/04/2006 1600 N FEDERAL HWY TRAFFIC STOP
21:32:44
6009104 6006077 02/03/2006 1600 N FEDERAL HWY TRAFFIC STOP
19:04:07
6007859 600522801/30/2006 1600 N FEDERAL HWY SUSP PERSON
00:25 :43
6007764 6005173 01/29/2006 1600 N FEDERAL HWY POLICE ASST
16:53:44
6006799 6004541 01/26/2006 1600 N FEDERAL HWY TRAFFIC STOP
01 :31 :07
6006267 6004186 01/24/2006 1600 N FEDERAL HWY TRAFFIC STOP
01 :01 :29
6005346 6003561 01/20/2006 1600 N FEDERAL HWY ALARM COMM
19:01:10
6005122 600341801/19/2006 1600 N FEDERAL HWY DISTURB GEN
19:53:25
6004900 600325801/18/2006 1600 N FEDERAL HWY POLICE ASST
21:48:23
6003887 6002561 01/15/2006 1600 N FEDERAL HWY TRAFFIC STOP
00:43:30
6003380 600224301/13/2006 1600 N FEDERAL HWY BURG DELAYED
08:28:50
6003379 600224401/13/2006 1600 N FEDERAL HWY BURG DELAYED
08:28:22
6003371 600224001/13/2006 1600 N FEDERAL HWY SUSP PERSON
07:58:49
6003328 6002197 01/13/2006 1600 N FEDERAL HWY TRAFFIC STOP
00:09:16
6003004 600198901/11/2006 1600 N FEDERAL HWY VERBAL THREATS
19:51:41 http://172.22. 0.34/QED//cadpartner/cad97 /search/srchresults.j sp 2/14/2006
CAD Incident Search Results 0 0 Page 2 of9
.
6002728 600180501/10/2006 1600 N FEDERAL HWY POLICE ASST
18:39:18
6002375 600157401/09/2006 1600 N FEDERAL HWY EXTRA PATROL
11 :57:38
6002076 600139001/08/2006 1600 N FEDERAL HWY 911 NUISANCE
09:52:47
6001686 600112301/06/2006 1600 N FEDERAL HWY TRAFFIC STOP
19:48:45
6001506 6001011 01/06/2006 1600 N FEDERAL HWY TRAFFIC STOP
09:39:10
6000859 600059201/04/2006 1600 N FEDERAL HWY ALARM COMM
05:05:32
6000836 600057201/04/2006 1600 N FEDERAL HWY ALARM COMM
01:41:10
6000817 600055501/03/2006 1600 N FEDERAL HWY ALARM COMM
22:58: 17
6000736 600049801/03/2006 1600 N FEDERAL HWY TRAFFIC STOP
18:05:31
6000513 600033801/02/2006 1600 N FEDERAL HWY TRAFFIC STOP
21 :52:13
5099653 5067851 12/31/2005 1600 N FEDERAL HWY ACC W /0 INJ
16:37:25
5099557 5067792 12/31/2005 1600 N FEDERAL HWY 911 OPEN LINE
10:41 :48
5099090 5067484 12/29/2005 1600 N FEDERAL HWY 911 NUISANCE
18:36:25
5098902 5067375 12/29/2005 1600 N FEDERAL HWY SUSP VEHICLE
06:35:58
5098288 506694012/27/2005 1600 N FEDERAL HWY WARRANT
00:29:26 ARREST
5098284 506693612/27/2005 1600 N FEDERAL HWY TRAFFIC STOP
00:10:01
5096529 5065767 12/20/2005 1600 N FEDERAL HWY TRAFFIC STOP
18:21:50
5096390 5065673 12/20/2005 1600 N FEDERAL HWY ALARM COMM
07:16:07
5096374 5065660 12/20/2005 1600 N FEDERAL HWY ALARM COMM
05:18:16
5095648 506517512/17/2005 1600 N FEDERAL HWY SUSP PERSON
10:27:50
5094434 5064342 12/13/2005 1600 N FEDERAL HWY ALARM COMM
02:46:40
5094217 506419012/12/2005 1600 N FEDERAL HWY TRAFFIC STOP
09:37:03
5094157 5064149 12/12/2005 1600 N FEDERAL HWY ALARM COMM
01 :55:38
5093947 5064017 12/11/2005 1600 N FEDERAL HWY ALARM COMM
06:29:09
5093938 5064013 12/11/2005 1600 N FEDERAL HWY ALARM COMM
http://l 72.22. 0.34/QED/ /cadpartner/cad97 /search/srchresults.j sp 2/14/2006
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05:12:41
5093582 5063788 12/09/2005 1600 N FEDERAL HWY TRAFFIC STOP
22:13:37
5093517 5063739 12/09/2005 1600 N FEDERAL HWY ALARM COMM
18:44:18
5091141 5062172 11/30/2005 1600 N FEDERAL HWY TRAFFIC STOP
18:45:26
5091097 5062143 11/30/2005 1600 N FEDERAL HWY ACC W 10 INJ
16:27:35
5090866 5061988 11/29/2005 1600 N FEDERAL HWY POLICE ASST
18:45:09
5090215 5061561 11/27/2005 1600 N FEDERAL HWY TRAFFIC STOP
07:59:22
5089019 5060761 11/22/2005 1600 N FEDERAL HWY SUSP VEHICLE
10:41 :28
5088886 5060672 11/21/2005 1600 N FEDERAL HWY TRAFFIC STOP
20:38:49
5088187 5060218 11/19/2005 1600 N FEDERAL HWY EXTRA PATROL
10:07:59
5088073 50098735060145 11/18/2005 1600 N FEDERAL HWY CHILD LOCKOUT
21 :30:32
5087520 5059771 11/16/2005 1600 N FEDERAL HWY TRAFFIC STOP
20:41:18
5087234 505958411/15/2005 1600 N FEDERAL HWY TRAFFIC STOP
19:27:40
5086525 5059107 11/13/2005 1600 N FEDERAL HWY ALARM COMM
02:16:51
5085450 5058340 11/09/2005 1600 N FEDERAL HWY ALARM COMM
02:18:17
5085165 5058135 11/07/2005 1600 N FEDERAL HWY TRAFFIC STOP
23:07:48
5084268 5057525 11/04/2005 1600 N FEDERAL HWY TRAFFIC COMP
16:09:58
5083700 5057183 11/02/2005 1600 N FEDERAL HWY FRAUD
14:39: 14
5082945 5056707 10/31/2005 1600 N FEDERAL HWY 911 INFO
10:23:50
5081184 5055675 10/26/2005 1600 N FEDERAL HWY 911 HANGUP
09:43:08
5081010 5055547 10/25/2005 1600 N FEDERAL HWY BURG IN PROG
19:56:02
5080914 5055502 10/25/2005 1600 N FEDERAL HWY 911 OPEN LINE
14:06:56
5079973 5055128 10/23/2005 1600 N FEDERAL HWY ALARM COMM
15:05:39
5079857 5055057 10/23/2005 1600 N FEDERAL HWY SUSP PERSON
02:30: 13
5078689 5054253 10/18/2005 1600 N FEDERAL HWY POLICE ASST
18:54:33
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......
CAD Incident Search Results () 0 Page 4 0[9
.
5077459 .50084795053373 10/13/2005 1600 N FEDERAL HWY ACC UNK INJ
21 :14:46
5076752 505283710/1112005 1600 N FEDERAL HWY TRAFFIC STOP
01 :52:06
5076483 5052652 10/1012005 1600 N FEDERAL HWY ALARM COMM
01 :36:22
5076068 5052363 10/0812005 1600 N FEDERAL HWY SUSP PERSON
11:03:17
5075764 5052155 10/0712005 1600 N FEDERAL HWY BURG DELAYED
06:37:26
5074749 5051434 10/0212005 1600 N FEDERAL HWY TRAFFIC STOP
20:35:15
5074592 5051331 10/0212005 1600 N FEDERAL HWY TRAFFIC STOP
06:51 :38
5073635 5050618 09/2812005 1600 N FEDERAL HWY TRAFFIC STOP
14:30:39
5072529 5049846 09/2412005 1600 N FEDERAL HWY SUSP PERSON
01:05:28
5070813 5048655 09/1712005 1600 N FEDERAL HWY 911 OPEN LINE
11:23:11
5070790 504863909/1712005 1600 N FEDERAL HWY DRUNK DRIVER
09:24:54
5070466 504841209/16/2005 1600 N FEDERAL HWY ALARM COMM
06:31 :00
5070012 504807609/1412005 1600 N FEDERAL HWY TRAFFIC STOP
15:27:31
5069027 504737709/1012005 1600 N FEDERAL HWY STOLEN
14:36:47 AUTOIDLY
5068272 5046836 09/07/2005 1600 N FEDERAL HWY ALARM COMM
18:04:48
5067784 5046466 09/0512005 1600 N FEDERAL HWY DISTURB GEN
17:21:22
5067669 5046383 09/0512005 1600 N FEDERAL HWY TRAFFIC COMP
07:37:26
5067531 5046289 09/0412005 1600 N FEDERAL HWY mv TRBLIPROG
16:05:55
5067461 5046239 09/0412005 1600 N FEDERAL HWY ALARM COMM
07:57:50
5065629 5044929 08/2812005 1600 N FEDERAL HWY 911 INFO
12:50:31
5064807 5044365 08/2512005 1600 N FEDERAL HWY ALARM COMM
14:55:22
5063650 5043553 08/2012005 1600 N FEDERAL HWY ALARM COMM
23:09:39
5063643 50435490812012005 1600 N FEDERAL HWY DISTURB GEN
22:38:38
5061958 504236508/1412005 1600 N FEDERAL HWY TRAFFIC STOP
16:58:33
5061946 5042357 08/1412005 1600 N FEDERAL HWY TRAFFIC STOP
http://1 72.22. 0.34/QED//cadpartner/cad97/searchlsrchresults.j sp 2/14/2006
CAD Incident Search Results 0 0 Page 5 0[9
.
16:23:59
5060046 5041031 08/07/2005 1600 N FEDERAL HWY ANIMAL
19:24:37
5060025 504101708/07/2005 1600 N FEDERAL HWY 911 HANGUP
17:33:19
5059786 5040846 08/06/2005 1600 N FEDERAL HWY TRAFFIC COMP
18:45:01
5059545 5040697 08/05/2005 1600 N FEDERAL HWY EXTRA PATROL
21:51:50
5059516 5040673 08/05/2005 1600 N FEDERAL HWY FRAUD
20:21 :34
5058757 504011908/03/2005 1600 N FEDERAL HWY SUSP VEHICLE
00:09:03
5058659 5006508504005008/02/2005 1600 N FEDERAL HWY ACC UNK INJ
16:53:35
5058292 5039781 07/31/2005 1600 N FEDERAL HWY DISTURB GEN
22:58:17
5056806 503875207/26/2005 1600 N FEDERAL HWY ACC W 10 INJ
15:02:28
5056777 503873807/26/2005 1600 N FEDERAL HWY TRAFFIC STOP
12:27:23
5056441 503851007/25/2005 1600 N FEDERAL HWY ALARM COMM
10:01:31
5055040 503754407/20/2005 1600 N FEDERAL HWY ASST MOTORIST
09:14:08
5054714 503731507/18/2005 1600 N FEDERAL HWY TRAFFIC COMP
20:34:58
5054598 503722707/18/2005 1600 N FEDERAL HWY DISTURB GEN
12:35:09
5054273 503701807/17/2005 1600 N FEDERAL HWY RECKLESS DRVR
01:07:24
5053867 5036734 07/15/2005 1600 N FEDERAL HWY ACC WIO INJ
13:36:46
5052484 503573507/10/2005 1600 N FEDERAL HWY TRAFFIC STOP
11 :09:02
5052353 503564307/09/2005 1600 N FEDERAL HWY POLICE ASST
20:57:21
5051562 503508007/07/2005 1600 N FEDERAL HWY SUSP PERSON
04:12:06
5051294 5034882 07/06/2005 1600 N FEDERAL HWY ALARM COMM
08:14:25
5050867 5005691503457907/04/2005 1600 N FEDERAL HWY THEFT IN PROG
17:46:25
5050682 5034444 07/03/2005 1600 N FEDERAL HWY POLICE ASST
22:59:06
5049277 503347206/29/2005 1600 N FEDERAL HWY TRAFFIC STOP
08:07:48
5048612 5033014 06/26/2005 1600 N FEDERAL HWY DISTURB NOISE
20:05:41
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CAD Incident Search Results 9 0 Page 6 of9
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5047864 . 5032495 06/23 2005 1600 N FEDERAL HWY TRAFFIC STOP
20:44:57
5047077 5031943 06/20/2005 1600 N FEDERAL HWY TRAFFIC COMP
21:50:16
5046749 503171006/19/2005 1600 N FEDERAL HWY 911 INFO
13:27:39
5046737 5031705 06/19/2005 1600 N FEDERAL HWY 911 HANGUP
12:13:52
5046698 503167906/19/2005 1600 N FEDERAL HWY SUICIDE THREAT
08:47:29
5045725 503096306/15/2005 1600 N FEDERAL HWY DISTURB GEN
21:40:59
5045042 5005085503047606/13/2005 1600 N FEDERAL HWY ALS
16:11:46
5044921 5030399 06/13/2005 1600 N FEDERAL HWY SUSP PERSON
04: 13:37
5044720 503025806/12/2005 1600 N FEDERAL HWY 911 HANGUP
11 :22:41
5044548 503012706/11/2005 1600 N FEDERAL HWY WARRANT
17:33:00 ARREST
5044542 503012506/11/2005 1600 N FEDERAL HWY TRAFFIC STOP
17:16:30
5044541 503012406/11/2005 1600 N FEDERAL HWY 911 HANGUP
17:03:45
5044369 5030005 06/10/2005 1600 N FEDERAL HWY TRAFFIC STOP
22:34:58
5043868 5029662 06/09/2005 1600 N FEDEDERAL TRAFFIC STOP
01 :01 :20 HWY
5043244 5029221 06/06/2005 1600 N FEDERAL HWY POLICE ASST
17:04:15
5041971 502833406/01/2005 1600 N FEDERAL HWY POLICE ASST
20:11:38
5041958 502832506/01/2005 1600 N FEDERAL HWY TRAFFIC STOP
19:09:15
5041007 5027638 OS/29/2005 1600 N FEDERAL HWY EXTRA PATROL
01 :20:38
5040998 5027630 OS/29/2005 1600 N FEDERAL HWY DISTURB GEN
00:26: 11
5040670 5027407 OS/27/2005 1600 N FEDERAL HWY ACC W /0 INJ
19:10:11
5039877 5026844 OS/25/2005 1600 N FEDERAL HWY SUSP PERSON
02:33:14
5038617 5025986 OS/20/2005 1600 N FEDERAL HWY ABAND VEH
18:58:57
5038610 5025982 OS/20/2005 1600 N FEDERAL HWY SUSP INCIDENT
18:34:50
5037860 502547505/17/2005 1600 N FEDERAL HWY POLICE ASST
19:29:19
5037144 5024961 05/15/2005 1600 N FEDERAL HWY BURG DELAYED
http://172.22.0.34/QED/ /cadpartner/cad97 /search/srchresults.j sp 2/14/2006
CAD Incident Search Results 0 0 Page 7 of9
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06:42:21
5037026 5024877 05/14/2005 1600 N FEDERAL HWY POLICE ASST
18:23:25
5036745 502469005/13/2005 1600 N FEDERAL HWY SUSP PERSON
17:46:37
5035385 502372405/08/2005 1600 N FEDERAL HWY ACC WIO INJ
14:08:29
5035082 5023508 05/07/2005 1600 N FEDERAL HWY 911 NUISANCE
13:22:48
5035080 502350605/07/2005 1600 N FEDERAL HWY ALARM COMM
13:14:40
5034837 502333005/06/2005 1600 N FEDERAL HWY POLICE ASST
17:17:41
5034716 5023244 05/06/2005 1600 N FEDERAL HWY SUSP PERSON
09:41:02
5033401 5022374 05/01/2005 1600 N FEDERAL HWY 911 HANGUP
11 :49:03
5031230 5020896 04/23/2005 1600 N FEDERAL HWY SUSP PERSON
09:05:28
5028974 501938204/15/2005 1600 N FEDERAL HWY TRAFFIC STOP
07:03:01
5027959 501870404/11/2005 1600 N FEDERAL HWY DRUNK PED
15:54:00
5027858 501863904/11/2005 1600 N FEDERAL HWY TRAFFIC STOP
08:54:33
5026470 5017691 04/06/2005 1600 N FEDERAL HWY DISTURB GEN
10:15:18
5025800 501721904/03/2005 1600 N FEDERAL HWY DISTURB GEN
15:54:25
5025518 501703704/02/2005 1600 N FEDERAL HWY 911 NUISANCE
13:08:55
5024239 5016193 03/28/2005 1600 N FEDERAL HWY TRAFFIC STOP
22:30:07
5023819 501592003/27/2005 1600 N FEDERAL HWY SUSP PERSON
13:48:01
5021888 5002643501461903/21/2005 1600 N FEDERAL HWY SUSP INCIDENT
01 :33:45
5021537 5014408 03/19/2005 1600 N FEDERAL HWY 911 HANGUP
17:50:43
5021484 501437303/19/2005 1600 N FEDERAL HWY TRAFFIC STOP
14:58:00
5020059 501339203/14/2005 1600 N FEDERAL HWY THEFT DELAYED
15:10:31
5019923 501330403/14/2005 1600 N FEDERAL HWY SUSP PERSON
02:31:13
5019297 501290303/11/2005 1600 N FEDERAL HWY LOUD MUSIC
21 :45:28
5017837 501189903/06/2005 1600 N FEDERAL HWY JUV TRBL/DL YD
13 :25 :46
http://l 72.22.0 .34/Q EDI I cadpartnerl cad97 I search! srchresults.j sp 2/14/2006
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5017618- 501176303/05/2005 1600 N FEDERAL HWY 911 HANGUP
17:32:01
5017413 5011621 03/04/2005 1600 N FEDERAL HWY ACC W 10 INJ
21 :10:01
5017411 501162003/04/2005 1600 N FEDERAL HWY 911 HANGUP
21:06:34
5017323 501156903/04/2005 1600 N FEDERAL HWY V AND DELAYED
15:12:05
5016150 501081002/28/2005 1600 N FEDERAL HWY SUSP INCIDENT
12:57:26
5015984 501069602/27/2005 1600 N FEDERAL HWY LOUD MUSIC
20:32:06
5015852 501061402/27/2005 1600 N FEDERAL HWY POLICE ASST
12:13:00
5015194 501018202/25/2005 1600 N FEDERAL HWY TRAFFIC COMP
07:42:39
5014989 5010052 02/24/2005 1600 N FEDERAL HWY TRAFFIC COMP
14:09:06
5014573 500977602/23/2005 1600 N FEDERAL HWY ALARM COMM
03:12:44
5014425 5009668 02/22/2005 1600 N FEDERAL HWY TRAFFIC STOP
17:17:27
5013041 5008761 02/17/2005 1600 N FEDERAL HWY SUSP PERSON
19:46:52
5012367 5008318 02/15/2005 1600 N FEDERAL HWY HIT &RUN/NO INJ
13:18:41
5009309 5006319 02/04/2005 1600 N FEDERAL HWY POLICE ASST
18:14:50
5008359 5005694 02/01/2005 1600 N FEDERAL HWY TRAFFIC STOP
16:03:58
5007952 5005453 01/31/2005 1600 N FEDERAL HWY OPEN DOOR
06:46:46
5006069 500417501/24/2005 1600 N FEDERAL HWY FRAUD
12:36:49
5005711 500393201/22/2005 1600 N FEDERAL HWY EXTRA PATROL
21 :21 :42
5005314 5003661 01/21/2005 1600 N FEDERAL HWY DISTURB GEN
12:24:33
5004017 500277001/16/2005 1600 N FEDERAL HWY THEFT DELAYED
13:48:50
5002945 500204001/12/2005 1600 N FEDERAL HWY THEFT DELAYED
13:48:17
5002376 500163201/10/2005 1600 N FEDERAL HWY BURG DELAYED
11 :59:35
5001817 5001231 01/08/2005 1600 N FEDERAL HWY DRUNK PED
00:06:49
5000817 500056601/04/2005 1600 N FEDERAL HWY TRAFFIC COMP
11 :46:50
5000112 500008401/01/2005 1600 N FEDERAL HWY 911 HANGUP
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CAD Incident ~earch Results 0
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SQL Statment Used in Search
select distinct cadinc1og.incnum, cadinc1og.dtreceived, cadinc1og.stnum, cadinc1og.stname 1,
cadinc1og.fincnum, cadinclog.pincnum, cadinc1og.inctype from cadinc1og, cadincc1asslog where
cadinc1og.incnum = cadincclasslog.incnum and (cadinc1og.pincnum is not null) and
(cadinc1og.stnamellike "N FED%") and (cadincclasslog.dispc1ass like "POLICE%") and
((cadinclog.dtreceived between "2005-01-01 00:00:00" and "2006-02-1423:59:59")) and
(cadinc1og.stnum like "1600%") order by cadinc1og.incnum desc;
C Search Again Number of Incidents Listed 191
http://l 72.22. 0.34/QED//cadpartner/cad97/search/srchresults.j sp 2/1412006
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Business/Common Place Information
Page
Name: YACHTSMAN PLAZA SOUTH
Address: 1550 N FEDERAL HWY
High Number (if a range): Hydrant1:
Reference Business Code if an Alias: (
===================== Information Returned by Geoprocessor
Loc Found:1550 N FEDERAL HWY Map Grid:
Police - Sector: 2 Geocode: Fire - District:
Latitude/Longitude:
IF THIS IS AN ALIAS, YOU MAY STOP HERE
Record Type: C
Phone:
Hydrant2:
------------------
------------------
RA: 203
Box: 12
/
------------------------------------------------------------------------------
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Type: OTH BUSN Group: OTHER Complex Name:
Municipality - Code: 1 Name: BOYNTON BEACH
Area - Code: Name:
Development - Code: Name:
Landmark/ID Tag:
Nearest Cross Street: Computer Code* 415
Most recent update on 09/04/2002 by SOLODOUG
<Next Screen> for Names. <Select> for Business Facts.
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1\il1 CAD Incident Search Results
Page 1 of6
CAD Incident Search Results
v3.41,0001
C Search Again Go To Sgl Statement
I CAD Search Results I
Incident# Fire# Police# Date/Time Location Incident Type
6011237 6007482 02/11/2006 1550 N FEDERAL 911 HANGUP
16:14:30 HWY
6010001 6006674 02/07/2006 1550 N FEDERAL POLICE ASST
10:14:26 HWY
6009594 6006406 02/05/2006 1550 N FEDERAL SUSP PERSON
17:19:43 HWY
6006156 600410701/23/2006 1550 N FEDERAL 911 INFO
16:38:18 HWY
6005702 6003793 01/21/2006 1550 N FEDERAL SUSP VEHICLE
22:53 :36 HWY
6005085 600339001/19/2006 1550 N FEDERAL 911 HANGUP
17:14:22 HWY
6004704 6003118 01/18/2006 1550 N FEDERAL TRAFFIC STOP
01:19:13 HWY
6000769 600052001/03/2006 1550 N FEDERAL FRAUD
20:07 :46 HWY
5099757 5067905 12/31/2005 1550 N FEDERAL SUSP PERSON
22:41:59 HWY
5090699 5061875 11/29/2005 1550 N FEDERAL ALARM COMM
05:22:17 HWY
5089029 5060768 11/22/2005 1550 N FEDERAL 911 HANGUP
11:18:43 HWY
5088820 5060629 11/21/2005 1550 N FEDERAL POLICE ASST
16:21:31 HWY
5087951 5060072 11/18/2005 1550 N FEDERAL 911 HANGUP
13:09: 17 HWY
5084009 5057359 11/03/2005 1550 N FEDERAL ALARM COMM
17:46:59 HWY
5080918 5055505 10/25/2005 1550 N FEDERAL BURG DELAYED
14:13:19 HWY
5076750 5052836 10/11/2005 1550 N FEDERAL DOMESTIC
00:55 :34 HWY
5069735 5047872 09/13/2005 1550 N FEDERAL ST ALKING/DL YD
13 :36:39 HWY
5068445 5046966 09/08/2005 1550 N FEDERAL DISTURB GEN
14:54:38 HWY
5068061 5046674 09/06/2005 1550 N FEDERAL VERBAL THREATS
19:32:47 HWY
http://1 72.22. 0.34/QED//cadpartner/cad97 /search/srchresu1ts.j sp 2/14/2006
CAD Incident Search Results () 0 Page 2 of6
50676..54 504637009/05/2005 1550 N FEDERAL ALARM COMM
06:04:21 HWY
5067569 5046321 09/04/2005 1550 N FEDERAL SUSP VEHICLE
18:53:59 HWY
5065054 5044521 08/26/2005 1550 N FEDERAL SUICIDE THREAT
13:43:40 HWY
5064810 5044368 08/25/2005 1550 N FEDERAL DISTURB GEN
15:14:51 HWY
5063338 504333508/19/2005 1550 N FEDERAL 911 HANGUP
22:25:17 HWY
5060921 504163708/10/2005 1550 N FEDERAL POLICE ASST
22:23:54 HWY
5058323 503980308/01/2005 1550 N FEDERAL ALARM COMM
05:20:12 HWY
5057970 503955507/30/2005 1550 N FEDERAL DRUG CASE
18:28:59 HWY
5057805 5039451 07/30/2005 1550 N FEDERAL EXTRA PATROL
06:32:33 HWY
5056106 503826907/23/2005 1550 N FEDERAL LOUD MUSIC
22:36:09 HWY
5054061 50060035036871 07/16/2005 1550 N FEDERAL ACC W /0 INJ
05:38:37 HWY
5052897 503603007/11/2005 1550 N FEDERAL EXTRA PATROL
20:55:27 HWY
5044664 503021406/12/2005 1550 N FEDERAL DISTURB NOISE
02:28:04 HWY
5044165 5029867 06/1 0/2005 1550 N FEDERAL ALARM COMM
05:49:32 HWY
5041569 50047105028055 05/31/2005 1550 N FEDERAL INVESTIGATION
10:19:06 HWY
5041563 5028054 05/31/2005 1550 N FEDERAL ALARM COMM
10:02:17 HWY
5040454 5027247 OS/27/2005 1550 N FEDERAL ALARM COMM
00:46:21 HWY
5038407 502583805/19/2005 1550 N FEDERAL SUSP INCIDENT
22:26:50 HWY
5038186 502569005/19/2005 1550 N FEDERAL ALARM COMM
04:27:51 HWY
5037398 5025143 05/16/2005 1550 N FEDERAL ALARM COMM
04:15:55 HWY
5037086 502491805/14/2005 1550 N FEDERAL LOUD MUSIC
21 :52:04 HWY
5035295 502366905/08/2005 1550 N FEDERAL SUSP VEHICLE
02:05:50 HWY
5032342 502164804/27/2005 1550 N FEDERAL SUSP PERSON
15:04:19 HWY
5031435 5021026 04/23/2005 1550 N FEDERAL TRAFFIC STOP
23:23:42 HWY
5029915 502002904/18/2005 1550 N FEDERAL TRAFFIC STOP
http://l 72.22. 0.34/QED/ /cadpartner/cad97 /search/srchresults.j sp 2/14/2006
CAD Incident Search Results () 0 Page 3 of6
19:09:54 HWY
.- 501914604/13/2005 1550 N FEDERAL
5028611 EXTRA PATROL
22:03 :09 HWY
5027798 501859304/10/2005 1550 N FEDERAL EXTRA PATROL
23:35:53 HWY
5027790 501858704/10/2005 1550 N FEDERAL EXTRA PATROL
23:04:28 HWY
5027788 501858504/10/2005 1550 N FEDERAL TRAFFIC STOP
22:58:22 HWY
5027501 501839204/09/2005 1550 N FEDERAL POLICE AOD
23:02:34 HWY
5027464 5018361 04/09/2005 1550 N FEDERAL POLICE ASST
20:45:19 HWY
5027180 501817504/08/2005 1550 N FEDERAL EXTRA PATROL
22:14:08 HWY
5026256 501752804/05/2005 1550 N FEDERAL TRAFFIC STOP
12:48:14 HWY
5026127 501743304/04/2005 1550 N FEDERAL LOST/FOUND PROP
22:43:38 HWY
5026125 5003101 5017431 04/04/2005 1550 N FEDERAL EXTRA PATROL
22:35:20 HWY
5026097 5017413 04/04/2005 1550 N FEDERAL WARRANT ARREST
20:49:27 HWY
5026088 501740604/04/2005 1550 N FEDERAL TRAFFIC STOP
20:24:46 HWY
5025897 5017281 04/04/2005 1550 N FEDERAL LOUD MUSIC
00:32:42 HWY
5025682 501715604/03/2005 1550 N FEDERAL LOUD MUSIC
01:11:32 HWY
5025672 501714804/03/2005 1550 N FEDERAL EXTRA PATROL
00:25:37 HWY
50~5656 501713404/02/2005 1550 N FEDERAL EXTRA PATROL
23:29:49 HWY
5025633 501711704/02/2005 1550 N FEDERAL EXTRA PATROL
21 :46:44 HWY
5025410 501697404/02/2005 1550 N FEDERAL EXTRA PATROL
01 :47:02 HWY
5025407 5016972 04/02/2005 1550 N FEDERAL DISTURB NOISE
01:12:01 HWY
5024850 501660603/31/2005 1550 N FEDERAL EXTRA PATROL
00:46:03 HWY
5024071 5016084 03/28/2005 1550 N FEDERAL POLICE ASST
11:11:54 HWY
5023968 5016013 03/28/2005 1550 N FEDERAL EXTRA PATROL
00:09:31 HWY
5023949 501599903/27/2005 1550 N FEDERAL SUSP INCIDENT
22:42:59 HWY
5023667 501581703/26/2005 1550 N FEDERAL TRAFFIC STOP
22:41 :41 HWY
http://l 72.22. 0.34/QED/ /cadpartner/cad97 /search/srchresults.j sp 2/14/2006
CAD Incident Search Results 0 0 Page 4 of6
5023~0 501581203/26/2005 1550 N FEDERAL DISTURB NOISE
22:04:47 HWY
5023411 501565503/26/2005 1550 N FEDERAL LOUD MUSIC
00:35:20 HWY
5022154 5014816 03/21/2005 1550 N FEDERAL EXTRA PATROL
22:33:56 HWY
5022019 501471603/21/2005 1550 N FEDERAL DISTURB GEN
15:23:51 HWY
5021897 501462603/21/2005 1550 N FEDERAL WARRANT ARREST
02:41 :12 HWY
5021874 501461003/20/2005 1550 N FEDERAL STOLEN AUTO/REC
23:34:26 HWY
5021866 501460603/20/2005 1550 N FEDERAL LOUD MUSIC
22:24:39 HWY
5021587 501444303/19/2005 1550 N FEDERAL ALARM COMM
21:16:59 HWY
5021579 501443803/19/2005 1550 N FEDERAL EXTRA PATROL
20:42:00 HWY
5021354 5014281 03/19/2005 1550 N FEDERAL DISTURB GEN
02: 1 0:07 HWY
5021312 501425203/18/2005 1550 N FEDERAL DISTURB NOISE
23:27:55 HWY
5021088 501409403/18/2005 1550 N FEDERAL ALARM COMM
09:08:43 HWY
5021055 501407003/18/2005 1550 N FEDERAL EXTRA PATROL
06:25:49 HWY
5020487 5013691 03/15/2005 1550 N FEDERAL EXTRA PATROL
23:30:41 HWY
5019903 501328403/13/2005 1550 N FEDERAL TRAFFIC STOP
23:50:39 HWY
5019885 5013271 03/13/2005 1550 N FEDERAL DISTURB NOISE
22:14:37 HWY
5019639 5013111 03/13/2005 1550 N FEDERAL EXTRA PATROL
00:07:23 HWY
5019335 5002351 501293203/12/2005 1550 N FEDERAL ASSAULT
01:59:19 HWY DELAYED
5016945 501132603/03/2005 1550 N FEDERAL ALARM COMM
03:29:55 HWY
5016922 501130703/03/2005 1550 N FEDERAL EXTRA PATROL
00:26:29 HWY
5016658 501113603/02/2005 1550 N FEDERAL ALARM COMM
04:34:54 HWY
5016304 501091502/28/2005 1550 N FEDERAL LOUD MUSIC
22:14:44 HWY
5016023 501072502/27/2005 1550 N FEDERAL LOUD MUSIC
23:01:01 HWY
5015803 501058202/27/2005 1550 N FEDERAL STOLEN AUTO/DL Y
06:07:58 HWY
5015572 501042502/26/2005 1550 N FEDERAL V AND DELA YED
http://1 72.22. 0.34/QEDI Icadpartner/cad97 Isearchfsrchresults.j sp 2/14/2006
CAD Incident Search Results () 0 Page 5 of6
,
11 :03:06 HWY
r 501037902/26/2005 1550 N FEDERAL
5015501 DISTURB GEN
02:00:54 HWY
5013687 5009208 02/20/2005 1550 N FEDERAL LOUD MUSIC
00:32:28 HWY
5013606 500915602/19/2005 1550 N FEDERAL ALARM COMM
18:59:28 HWY
5013396 5009011 02/19/2005 1550 N FEDERAL LOUD MUSIC
01:21:32 HWY
5011424 500766902/12/2005 1550 N FEDERAL EXTRA PATROL
00:25:00 HWY
5011184 5007511 02/11/2005 1550 N FEDERAL BURG DELAYED
09:54:57 HWY
5009927 5006701 02/06/2005 1550 N FEDERAL LOUD MUSIC
23:15:29 HWY
5009872 5006669 02/06/2005 1550 N FEDERAL EXTRA PATROL
18:37:27 HWY
5009670 5006544 02/05/2005 1550 N FEDERAL LOUD MUSIC
23:49:09 HWY
5008749 5005932 02/02/2005 1550 N FEDERAL POLICE ASST
20:39:35 HWY
5007618 5005224 01/30/2005 1550 N FEDERAL EXTRA PATROL
00:54:03 HWY
5007339 5005014 01/29/2005 1550 N FEDERAL DISTURB GEN
01 :32:29 HWY
5007335 5005011 01/29/2005 1550 N FEDERAL CITY ORD VIOL
01 :19:09 HWY
5007334 500501001/29/2005 1550 N FEDERAL ASSAULT
01:17:46 HWY DELAYED
5007328 500500601/29/2005 1550 N FEDERAL TRAFFIC COMP
00:57:36 HWY
5007281 500497201/28/2005 1550 N FEDERAL EXTRA PATROL
21:25:37 HWY
5003900 5000498500267001/15/2005 1550 N FEDERAL POLICE ASST
22:06:20 HWY
5002401 500164601/10/2005 1550 N FEDERAL BURG DELAYED
13 :53 :32 HWY
5001838 500124501/08/2005 1550 N FEDERAL POLICE ASST
02:19:40 HWY
5000270 500019501/02/2005 1550 N FEDERAL TRAFFIC STOP
00:40:54 HWY
5000265 5000191 01/02/2005 1550 N FEDERAL SUSP INCIDENT
00:09:54 HWY
SQL Statment Used in Search
select distinct cadinclog.incnum, cadinclog.dtreceived, cadinclog.stnum, cadinclog.stname 1,
cadinclog.fincnum, cadinclog.pincnum, cadinclog.inctype from cadinclog, cadincclasslog where
cadinclog.incnum = cadincclasslog.incnum and ((cadinclog.dtreceived between "2005-01-01
00:00:00" and "2006-02-14 23:59:59")) and (cadinclog.stnum like "1550%") and
http://1 72.22. 0.34/QED/ /cadpartner/cad97 /search/srchresults.j sp 2/14/2006
CAD Incid~nt Search Results (} Q
(cadinclog.stnamellike "N FED%~ and (cadincc1asslog.dispc1ass like "POLICE%") and
(cadiflc1og.pincnum is not null) order by cadinc1og.incnum desc;
Page 6 of6
C Search Again Number of Incidents Listed 114
http://l 72.22.0.34/QEDI Icadpartner/cad97 Isearch/srchresults.j sp 2/14/2006