REVIEW COMMENTS
TO:
THRU:
FROM:
DATE:
PROJECT NAME/NO:
REQUEST:
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DMSION
MEMORANDUM NO. PZ 03-282
STAFF REPORT
Chairman and Members
Community Redevelopment Agency Board and City Commission
Michael Rumpf\'\.\Z-
Planning and Zoning Director
Eric Lee Johnson, AICP ct Y
Planner V
November 18, 2003
All Brite Car Wash / MSPM 03-009
Major Site Plan Modification
Property Owner:
Applicant:
Agent:
Location:
PROJECT DESCRIPTION
All Brite Car Wash, Incorporated
Mr. Jack Gien
Mr. Don Arpin / Arpin & Sons, Incorporated
2015 South Federal Highway (see Exhibit "A" - Location
Map)
Existing Land Use/Zoning:
Local Retail Commercial (LRC) / Community Commercial (C-
3)
Proposed Land Use/Zoning:
No change
Proposed Use:
Acreage:
Adjacent Uses:
North:
South:
Request major site plan modification to construct a 1,397
square foot addition to an existing building for a new car
wash on a 0.79-acre parcel in the C-3 zoning district
0.79-acre (34,798 square feet)
Right-of-way for Southeast 20th Court, then farther north is developed commercial
(Church of Our Savior) with a Local Retail Commercial (LRC) land use designation,
zoned Community Commercial (C-3);
Right-of-way for Southeast 21st Avenue, then farther south is developed commercial
property (Denny's Restaurant) with a Local Retail Commercial (LRC) land use
designation, zoned Community Commercial (C-3);
Staff Report - All Brite Car Wash (MSPM 03-009)
Memorandum No PZ 03-282
Page 2
East:
Right-of-way for South Federal Highway, then farther east is developed residential
(Seagate of Gulfstream Condos) with a High Density Residential (HDR) land use
designation, zoned Multi-family Residential (R-3); and
West:
Developed residential property with a High Density Residential (HDR) land use
designation, zoned Multi-family Residential (R-3).
Site Characteristic: According to the survey, the subject site was previously developed with a one (1)-
story commercial restaurant (Arby's) and its parking areas. At this time, the Arby's
Restaurant is no longer active and the building is currently unoccupied. The
applicant wants to build a car wash tunnel to the existing structure and occupy the
unoccupied restaurant. The subject site is unplatted and is nestled between four
rights-of-way (South Federal Highway, Southeast 20th Court, Southeast 21st
Avenue, and an unnamed, unplatted paved access road). This paved access road
runs along the rear (west) of the lot. The survey also shows that there are
currently three (3) points of ingress / egress. Two (2) driveway entrances exist
along Federal Highway while the third is located on Southeast 21st Avenue. The lot
is approximately 8,700 square feet short of an acre in area.
BACKGROUND
Proposal:
According to public documents, the property was purchased by the subject owner
in March of 2003. Mr. Don Arpin, agent for the owner is requesting a major site
plan modification to construct a 1,397 square foot addition to an existing building
on a 0.79-acre parcel in the C-3 zoning district. Approval of this major site plan
modification shall also be subject to the accompanying request for a Community
Design Plan Appeal (CDPA 03-001). According to Occupational License records
(which may be incomplete), the earliest occupational license was issued in June of
1995. It appeared that Arby's stayed in business until 1998. In April of 1998, the
City issued an occupational license for Blu's Original Bar-B-Que Restaurant. This
business did not renew their license the following year. Apparently, the site has
been vacant since 1999.
ANALYSIS
Concurrency:
Traffic: A traffic statement was sent to the Palm Beach County Traffic Division for
concurrency review in order to ensure an adequate level of service. The Traffic
Division reviewed and approved the site for a 4,150 square foot car wash and a
750 square foot restaurant with a build out year of 2004. However, the site plan
shows that the restaurant portion of the structure would be 901 square feet, or 151
square feet larger than what the Traffic Division approved. Therefore, prior to the
issuance of any building permits, the Palm Beach County Traffic Division must
review and approve a revised traffic impact statement that indicates the accurate
uses and intensities (see Exhibit "C" - Conditions of Approval).
Drainage: Conceptual drainage information was provided for the City's review. The
Engineering Division has found the conceptual information to be adequate and is
Staff Report - All Brite Car Wash (MSPM 03-009)
Memorandum No PZ 03-282
Page 3
recommending that the review of specific drainage solutions be deferred until time
of permit review (see Exhibit "C" - Conditions of Approval).
School: School concurrency is not required for this type of project.
Driveways: As previously mentioned, the site currently has three (3) points of ingress / egress.
Two of those driveways are located along South Federal Highway. Except for
required pavement markings, these driveway openings would not be altered as a
result of this major site plan modification. Additionally, the existing driveway
opening on Southeast 21st Avenue would receive improvements but would not be
significantly altered as a result of this submittal. The site plan shows that the
northernmost driveway opening on South Federal Highway would be for egress
only. The southernmost driveway opening would allow for both ingress and egress.
The driveway opening on Southeast 21st Avenue would also allow for ingress and
egress.
Parking Facility: The Land Development Regulations do not specifically indicate a required parking
ratio for the car wash use. According to Chapter 2, Section 11.H.5 no fewer than
four (4)-parking space shall be provided for any nonresidential use. Therefore, the
proposed car wash use would require a minimum of four (4) spaces. Restaurant
uses require one (1) parking space per 100 square feet of gross floor area. The
site plan proposes 901 square feet of restaurant area. Therefore, when combined,
the project would require a total of 13 parking spaces (see Exhibit "C" - Conditions
of Approval). The site plan also shows that 14 parking spaces would be provided,
including one (1) designated for handicap use.
Landscaping:
Although no typical drawing was provided, the 90-degree parking stalls, excluding
the handicap spaces, would be dimensioned nine (9) feet in width and 18 feet in
length. All existing and proposed parking stalls, including the size and location of
the handicap space were reviewed and approved by both the Engineering Division
and Building Division.
The site plan tabular data indicates that the proposed open space or "pervious"
area would be 9,753 square feet or 28% of the total lot. A landscape buffer, seven
(7) feet in width is required along all property lines (see Exhibit "C" - Conditions of
Approval). The front (east) landscape buffer proposed along South Federal
Highway would contain two (2) Royal Palm and four (4) Purple Glory trees. One
(1) large Oak tree would be preserved. In addition, this buffer would contain a row
of Podocarpus, Schefflera Arbicola, and Liriope "Evergreen Giant" groundcover.
Staff recommends that the Podocarpus shrubs be installed at 36 inches in height
rather than 24 inches in height due to its moderate to slow rate of growth (see
Exhibit "C" - Conditions of Approval). The boundary of the front landscape buffer
is incomplete as it is shown on the site plan. The width and configuration of the
front landscape buffer must match between the landscape plan and the site plan
(see Exhibit "C" - Conditions of Approval). The south landscape buffer (adjacent to
Southeast 21 st Avenue) would preserve two (2) existing Oak trees and proposes to
install two (2) Green Buttonwood and Purple Glory trees. In addition, a row of
Redtip Cocoplum hedges, Daylily, Schefflera Arbicola, Indian Hawthorne, and
Staff Report - All Brite Car Wash (MSPM 03-009)
Memorandum No PZ 03-282
Page 4
Coontie would be planted at the base of the trees within this buffer. The rear
(west) landscape buffer would have three (3) Green Buttonwood trees and two (2)
Sabal palm trees. These trees need to be spaced no wider than one (1) tree per
every 30 linear feet (see Exhibit "C" - Conditions of Approval). No buffer wall
would be required along the west property line because an unplatted right-of-way
(paved access) separates the subject property from residential-zoned properties (to
the west). Since this is the case, staff recommends that the tree spacing along this
west landscape buffer be intensified to one (1) tree per 20 linear feet. The
landscape plan shows that the existing Ficus hedge would remain in its current
condition (along the perimeter of the property). The City Forester /
Environmentalist reviewed this aspect of the plan and determined that it would
comply with landscape requirements. The north landscape buffer contains one (1)
large Oak tree. This tree would be preserved. The north buffer would also contain
four (4) Sabal palm trees. However, a total of seven (7) trees are required within
this buffer, so therefore, two (2) more trees need to be added. This can be
accomplished during permitting (see Exhibit "C" - Conditions of Approval). The
proposed signature trees (Purple Glory trees) would be located on each side of all
project driveway openings. Other "shrubs and groundcover" would include the
following: Lily Turf, American Beauty, Inkberry, and Hibiscus.
Building and Site: The building and site design as proposed would generally meet code requirements
when staff comments are incorporated into the permit drawings. A vacant building
sits in the middle of the site. The project intent is to build an automatic car wash
tunnel to the existing building. In doing so, the applicant would have to eliminate
the trelliswork that is currently located on the north side of the building. Also,
parking spaces would be eliminated to accommodate drive aisles and car detailing
areas.
The floor plan shows that the building would be separated into different rooms,
such as an office (77.6 square feet), a waiting room (1,035 square feet), an
equipment room (604 square feet), restrooms (251.5 square feet), and a space for
a small restaurant (901 square feet). The structure of the building would remain
intact except for the 1,397 square foot car wash tunnel. The tunnel would be 21
feet wide and 66 feet in depth. The building would remain as a one (l)-story
structure. The maximum height allowed in the C-3 zoning district is 45 feet. The
elevations show the existing building is slightly over 19 feet in height.
Staff evaluated the site for a car wash with its ancillary restaurant. The proposed
parking lot configuration, drive aisles, driveway openings, vehicle queuing areas,
pedestrian / handicap accessibility routes, and car detailing areas appear adequate
and safe as proposed. The plan shows that three (3) tents are also proposed.
According to the applicant, the tents would provide for additional services, such as
vacuuming and detailing areas. Originally, one (1) of the detail tents were
proposed near the exit of the car wash tunnel, which would have been clearly
visible from South Federal Highway. Staff did not endorse the design. However,
after careful consideration, the applicant agreed to locate the detail tent areas as
far away as possible from South Federal Highway.
Staff Report - All Brite Car Wash (MSPM 03-009)
Memorandum No PZ 03-282
Page 5
The intent for the areas in front of the building remains unclear. The plans are
unclear because they fail to show adequate detail in terms of pavement markings
and vehicular stacking areas. During the process, the applicant has mentioned to
staff a desire to stack vehicles in front of the building after washing. However, the
site plan lacks the necessary information for staff to make an accurate assessment.
The site, in its current configuration, has a large canopy (with supporting columns)
directly in front of the building (see survey and floor plan). Also, a grassy
(pervious) area is located directly in front (east) of the canopy. However, the
proposed landscape plans show that the grassy area would be replaced with an
impervious surface material. Staff assumes that this new impervious surface would
be for additional vehicular stacking areas in front of the building along South
Federal Highway. The Engineering Division of Public Works and the Building
Division reviewed the plans and determined that the vehicular stacking areas
should not occur in front of the building for several reasons. First, staff determined
that the stacking of vehicles in the front could create an unsafe environment for
motorists entering the site via the existing southern entrance. Since the
southernmost driveway opening allows for both ingress and egress, motorists who
enter the site from South Federal Highway would encounter customers exiting the
site from the proposed vehicle stacking areas. An accident could occur when
motorists who are entering would not have enough time to react to the egress of
the stacked vehicles. Also, the queuing area would be situated too close to the
handicap accessible route, thus making it unsafe for customers in wheelchairs as
well. Finally, the supporting columns of the existing canopy in conjunction with the
location of the proposed freestanding monument sign sets the tone for a
congested, unorthodox traffic pattern resembling an obstacle course, rather than a
clearly defined and regular drive aisle, which are ensured by our codes. Therefore,
staff is recommending that the existing pervious area in front of the building
remain intact and not converted to vehicular stacking areas. This pervious area
would also allow for the installation of additional trees and shrubs that would
enhance the entire site (see Exhibit "C" - Conditions of Approval). These
recommendations to increase the screening and appearance of this project would
be supported by the Federal Highway Redevelopment Plan.
Design:
The elevation pages indicate that the proposed car wash addition would have the
same exterior finish as the existing building. The existing canopy would remain but
the trelliswork on the north side of the building would be removed as well as the
trash area to the rear of the building. The building would be painted a dark yellow
(Summer Lily - 08VY 56 / 528). The accent colors would include dark brown
(Woodhaven - 60YR 08 /186) and deep orange (Last Tango - R16 / 569). The
standing seam metal roof would be light yellow (Honeytone - 31VY 81/214). The
awnings for the detailing areas would match the light yellow metal roof (Soltis 92-
2002). The building's existing glass windows would remain with glass bronze tint.
The applicant has indicated to staff that a garage door would hide the tunnel when
the car wash facility is not in use.
Signage:
The elevation page shows the general location of proposed wall signs. The main
project wall sign (All Brite Car Wash) would be placed over the front door against
the storefront glass shown on the east elevation. A note on the elevation drawing
Staff Report - All Brite Car Wash (MSPM 03-009)
Memorandum No PZ 03-282
Page 6
indicates that the sign would be made of "aluminum over angle aluminum frame",
prime coat and finish with polyurethane white". The sign itself would be 17 feet in
length and two (2) feet in height for a total of 34 square feet in area. The second
wall sign, which would be subordinate, would be made of the same material. It
would be dimensioned 10 feet in length and two (2) feet in height for a total of 20
square feet in area. Collectively, these wall signs would comply with the area
limitations as set forth in Chapter 21, Article IV, Section 2.C of the Land
Development Regulations. However, no letter color(s) are indicated on the
elevations. Signs, in general, shall be designed and treated as part of the
architecture of the building. They are formally evaluated during the site plan
review process. Therefore, staff recommends that the color(s) of the letters
proposed on the wall signs be the same color(s) of the letters proposed on the
freestanding monument sign (see Exhibit "C" - Conditions of Approval).
The site plan shows that one (1) freestanding monument sign is proposed in front
of the existing building, 10 feet away from the east property line. The ledger size
plans, produced by Ferrin Signs (attached to the site plan set), shows that the
monument sign would be eight (8) feet in width and 12 feet tall. On November 18,
2003, the City Commission voted to reduce the maximum allowable height of
freestanding signs from 20 feet to 8 feet. Since this code amendment has not been
finalized via the approval of an ordinance, staff recommends reducing the height of
the freestanding monument sign from 12 feet to eight (8) feet. Also, the sign's
letter colors should be one (1) color or if multicolored, limited to red, blue, black,
and white. This would be consistent with Chapter 9, Section 10.1. of the land
Development Regulations (see Exhibit "C" - Conditions of Approval).
RECOMMENDATION:
The Technical Review Committee (TRC) has reviewed this request for new site plan approval and is
recommending approval contingent upon approval of the accompanying request for Community Design
Plan Appeal (CDPA 03-001) and 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.
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Conditions of Approval
Project name: All-Brite Car Wash
File number: MSPM 03-009
Reference: 4th review plans identified as a Maior Site Plan Modification with an November 13. 2003
Planning and Zoning Denartment date stamp marking.
.
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments: None
PUBLIC WORKS - Traffic
Comments: None
UTILITIES
Comments: None
ENGINEERING DIVISION
Comments:
I. Any work performed within the Federal Highway right-of-way will require
review, anoroval and nermits from the FDOT.
2. Full drainage plans in accordance with Chapter 6, Article IV, Section 5 of the
Land Develonment Regulations will be required at the time of permitting.
FIRE
Comments: None
POLICE
Comments: None
BUILDING DIVISION
Comments:
3. Indicate within the site data the type of construction of the building as defined
in Chapter 6 of the 2001 FBC.
4. Indicate within the site data the occupancy type of the building as defined in
Chapter 3 of the 2001 FBC.
5. Buildings, structures and Darts thereof shall be designed to withstand the
COA
11/25/03
2
DEPARTMENTS INCLUDE REJECT
minimum wind loads of 140 mph. Wind forces on every building or structure
shall be determined by the provisions of Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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.
6. At time of permit review, submit signed and sealed working drawings of the
proposed construction.
7. A permit from the EP A shall be required prior to submittal of plans for
buildinl! nermit annlication. Contact the Department at 561-6810-6600.
PARKS AND RECREATION
Comments: None
FORESTER/ENVIRONMENT ALIST
Comments: None
PLANNING AND ZONING
Comments:
8. Approval of this project is contingent upon the accompanying request for
Communitv Desi<m Plan Appeal (CDPA 03-00n.
9. On the site plan, identify the Future Land Use designation as Local Retail
Commercial-ILRC) for the subiect property.
10. The site plan tabular data should indicate the number of required and
provided off-street parking spaces. The car wash use requires four (4)
parking spaces and the restaurant use requires nine (9) parking spaces for a
total of 13 parkin\! spaces.
II. The site plan tabular data should indicate the number of existing parking
snaces that are to be eliminated as a result of the proiect.
12. Prior to the issuance of a building permit, the Palm Beach County Traffic
Division must approve the project for a car wash and a 901 square foot fast-
food restaurant.
13. All landscape buffers are required to be at least seven (7) feet in width
(Chapter 7.5, Article II, Section S.D.). Prior to the issuance of a building
permit, on the landscape plan, label the width of the buffers to ensure
comuliance with this reauirement.
COA
11/25/03
3
DEPARTMENTS INCLUDE REJECT
14. Add at least two (2) more trees to the north landscape buffer (Chapter 7.5,
Article II, Section S.D.),
15. The Green Buttonwood trees proposed along the rear (west) landscape buffer
must be spaced no wider than one (I) tree per every 30 linear feet (Chapter
7.5, Article II, Section S.D.). Staff recommends that the tree spacing along the
west landscape buffer be intensified to one (I) tree per 20 linear feet rather
than one (I) tree oer 30 linear feet as normallv reauired bv code.
16. The label for the Green Buttonwood hedges that are proposed in the
landscape island in front of the exit of the car wash tunnel should be "CES"
rather than "CE", as currentlv indicated on the landscape plan.
17. The boundary of the front landscape buffer (along South Federal Highway) is
incomplete as it is shown on the site plan. The width and configuration ofthe
front landscape buffer must match between the landscape plan and the site
olano
18. To meet the intent of Chapter 7.5, Article II, Section S.D. of the Land
Development Regulations, staff recommends installing the Podarcarpus
(proposed along South Federal Highway) at 36 inches in height rather than 24
inches in height.
19. Staff recommends that the existing pervious area in front of the building
should remain intact and not be converted to vehicular stacking areas. This
pervious area would also allow for the installation of additional trees and
shrubs that would enhance the entire site. If this recommendation is
approved, then exclude the previous condition of approval (#18) to install 36"
Podocarpus.
20. Staffrecommends that no sound system shall be on the property for music or
communication with employee or customer that would be audible from the
adiacent residential prooerties.
21. Staff recommends that the color(s) of the letters proposed on the wall signs be
the same color(s) of the letters proposed on the freestandinl! monument silffi.
22. Staff recommends that the hours of operation (for the car wash) shall be
limited to day light hours, not to exceed 7:00 a.m. to 8:00 p.rn. This
restriction would not include the restaurant use.
23. Staff recommends reducing the height of the monument sign from 12 feet to
eight (8) feet. Also, the sign's letter colors should be one (I) color or if
multicolored, limited to red, blue, black, and white. This would be consistent
with Chapter 9, Section 10.1. of the Land Development Regulations.
COA
11/25/03
4
DEPARTMENTS INCLUDE REJECT
ADDITIONAL COMMUNITY REDEVELOPMENT AGENCY
COMMENTS:
Comments:
24. To be determined.
ADDITIONAL CITY COMMISSION COMMENTS:
Comments:
25. To be determined.
ELJ
S:\Planning\SHARED\WP\PROJECTS\AIl Brite Car Wash\MSPM 03-009\COA.doc
FACSIMILE
CITY OF BOYNTON
BEACH
City Hall, West Wing
100 E. Boynton Beach Blvd.
P.O. Box 310
Boynton Beach, Florida 33425
(561) 742-6260
(561) 742-6259 Fax
From the office of
Planning & Zoning
TO: Don Arpin
FAX: 954-772-7478
FROM: Patricia Tucker
DATE:
December 5, 2003
NUMBER OF PAGES: (including cover)
r
RE: All Brite Carwash (MSPM 03-009)
You are on the Community Redevelopment Agency Board meeting agenda on Tuesday December 9,
2003, which will meet in the City Commission Chambers at 6:30 PM.
The Agenda for this meeting and your Conditions of Approval accompany this fax cover.
Attachments: Meeting Agenda and Conditions of Approval
S:\Planning\Plannlng Templates\P&Z Fax\CRA Board Meeting Fax Cover Revised 10- t-03.doc
I f you receive this fax in error, or experience trouble with transmission, please notify our office
immediately, at (561) 742-6260. Thank you.
EXHIBIT "C"
Conditions of Avvroval
Project name: All-Brite Car Wash
File number: MSPM 03-009
Reference: 4"' review plans identified as a Maior Site Plan Modification with an November 13. 2003
Planning and Zoning Denartment date stamp marking.
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments: None X
PUBLIC WORKS - Traffic
Comments: None X
UTILITIES
Comments: None X
ENGINEERING DIVISION
Comments:
1. Any work performed within the Federal Highway right-of-way will require X
review. approval and permits from the FDOT.
2. Full drainage plans in accordance with Chapter 6, Article IV, Section 5 of the X
Land Development Regulations will be required at the time of permitting.
FIRE
Comments: None X
POLICE
Comments: None X
BUILDING DIVISION
Comments:
3. Indicate within the site data the type of construction of the building as defined X
in Chapter 6 of the 200 I FBC.
4. Indicate within the site data the occupancy type of the building as defined in X
Chapter 3 ofthe 2001 FBC.
5. Buildings, structures and narts thereof shall be designed to withstand the X
COA
12/04/03
2
, II
DEPARTMENTS INCLUDE REJECT
minimum wind loads of 140 mph. Wind forces on every building or structure
shall be determined by the provisions of Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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,
6. At lime of permit review, submit signed and sealed working drawings of the X
nronosed construction.
7. A permit from the EP A shall be required prior to submittal of plans for X
buildin" nermit application. Contact the Denartment at 561-6810-6600.
PARKS AND RECREATION
Comments: None X
FORESTERfENVmONMENT ALIST
Commerlts: None X
PLANNING AND ZONING
Comments:
8. Approval of this project is contingent upon the accompanying request for X
Community Design Plan Anneal (CDP A 03-00 I).
9, On the site plan, idenllfY the Future Land Use designation as Local Retail X
Commercial (LRC) for the subiect orooertv.
10. The site plan tabular data should indicate the number of required and X
provided off-street parking spaces. The car wash use requires four (4)
parking spaces and the restaurant use requires nine (9) parking spaces for a
total of 13 parkin" spaces.
I!. The site plan tabular data should indicate the number of exisllng parking X
spaces that are to be eliminated as a result of the project.
12. Prior to the issuance of a building permit, the Pa:m Beach Cour.ty Traffic X
Division must approve the project for a car wash and a 90 I square foot fast-
food restaurant.
13. All landscape buffers are required to be at least seven (7) feet in width X
(Chapter 7.5, Article II, Secllon 5.D,). Prior to the issuance of a building
permit, on the landscape plan, label the width of the buffers to ensure
compliance with this requirement.
COA
12/04/03
3
DEPARTMENTS INCLUDE REJECT
14. Add at least two (2) more trees to the north landscape buffer (Chapter 7.5, X
Article II, Section S.D.),
15. The Green Buttonwood trees proposed along the rear (",est) landscape buffer X
must be spaced no wider than one (I) tree per every 30 linear feet (Chapter
7.5, Article II, Section S.D.). Staff recommends that the tree spacing along the
west 18ndscape buffer be intensified to one (I) tree per 20 linear feet rather
than one (I) tree oer 30 linear feet as normally required bv code.
16. The l~bd for the Green Buttonwood hedges that are proposed in the X
landscape island in front of the exit of the car wash tunnel should be "CES"
rather than "CE", as currentlv indicated on the landscaoe olan.
17. The boundary of the front landscape buffer (along South Federal Highway) is X
incomplete as it is shown on the site plan. The width and configuration of the
front landscape buffer must match between the landscape plan and the site
olan.
18. To meet the intent of Chapter 7.5, Article II, Section S.D. of the Land X
Development Regulations, staff recommends installing the Podarcarpus
(proposed along South Federal Highway) at 36 inches in height rather than 24
inches in hei\!ht.
19. Staff recommends that the existing pervious area in front of the building X
should remain intact and not be converted to vehicular stacking areas. This
pervious area would also allow for the installation of additional trees and
shrubs that would enhance the entire site. If this recommendation is
approved, then exclude the previous condition of approval (#18) to install 36"
Podccamus.
20. Staffrecl'mmends that no sound system shall be on the property for music or X
communication with employee or customer that would be audible from the
adiacent residential orooerties.
21. Staff recommends that the color(s) of the letters proposed on the wall signs be X
the same color(s) ofthe letters nrooosed on the freestanding monument sim.
22. Staff recommends that the hours of operation (for the car wash) shall be X
limited to day light hours, not to exceed 7:00 a.m. to 8:00 p.m. This
restriction would not include the restaurant use.
23. Staff recommends reducing the height of the monument sign from 12 feet to X
eight (8) feet. Also, the sign's letter colors should be one (I) color or if
multicolored, limited to red, blue, black, and white. This would be consistent
with Chaoter 9, Section !OJ. of the Land Develooment Regulations.
COA
12/04/03
4
DEPARTMENTS INCLUDE REJECT
ADDITIONAL COMMUNITY REDEVELOPMENT AGENCY
COMMENTS:
Comments:
24. None X
ADDITIONAL CITY COMMISSION COMMENTS:
Comments:
25. To be determined.
ELJ
S:\Planning\SHARED\WP\PROJECTS\All Brite Car Wash\MSPM 03-009\COA.doc
Johnson, Eric
From:
Sent:
To:
Cc:
Subject:
Kelley, David
Tuesday, November 18, 2003 2:44 PM
Johnson, Eric
Breese, Ed; Logan, Laurinda
RE: Old Arby's I new All Brite Car Wash
Eric:
So long that the property owner does not divide the property into 3 or more pieces, they do not have
to file a plat (replat) for the development; the metes and bounds legal description is sufficient for the
intended use.
Dave....
---..Original Message-----
From: Johnson, Eric
Sent: Tuesday, November 18, 2003 2:01 PM
To: Kelley, David
Cc: Breese, Ed
Subject: Old Arby's / new All Brite Car Wash
Dave,
As you know, All Brite Car Wash submitted pians for a major site plan modifcation to occupy the old Arby's Restaurant
at 2015 South Federal Highway. The survey shows a metes and bounds legal description. The property was never
platted. In the future, will this property require plat approval? Thanks,
Eric Johnson
1
4th Review Comments
Maior Site Plan Modification
m~
Ltlt 3
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: 3nd review plans identified as a Maior Site Plan Modification with an October 28. 2003 Planning
and Zoning Department date stamp marking.
, II
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
1. Prior to permit application contact the Public Works Department ./
(561-742-6200) rel!arding the storage and handling of refuse,
PUBLIC WORKS - Traffic
Comments:
2. Provide a traffic analysis and certificate of concurrency (Traffic V
Performance Standards Review) from Palm Beach County Traffic
Engineering.
UTILITIES
Comments: None
ENGINEERING DIVISION
Comments:
3. Please note that changes or revisions to these plans may generate /
additional comments. Acceptance of these plans during the TRC
process does not ensure that additional comments may not be
generated bv the Commission and at permit review.
4, Any work performed within the Federal Highway right-of-way will V"
require review, approval and permits from the FDOT.
5. Full drainage plans in accordance with Chapter 6, Article N, /'
Section 5 of the Land Development Regulations will be required at
the time of permitting,
FIRE
Comments: None
4th Review
11/05/03
2
.
DEPARTMENTS INCLUDE REJECT
POLICE
Comments: None
BUILDING DIVISION
Comments:
6. Indicate within the site data the type of construction of the building /
as defined in Chanter 6 ofthe 2001 FBC.
7. Indicate within the site data the occupancy type of the building as /
defined in Chanter 3 of the 2001 FBC.
8. 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
Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind
Loads) of the 200 I FBC. 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.
9. At time of permit review, submit signed and sealed working /
drawings of the proposed construction.
10. A permit from the EPA shall be required prior to submittal of plans /
for building permit application. Contact the Department at 561-
6810-6600.
PARKS AND RECREATION
Comments: None
FORESTER/ENVIRONMENT ALIST
Comments:
11. All canopy trees shown on the Plant Material List must include in /
the size specifications a minimum of 12 feet-14 feet height, and 3-
inch caliper @ DBH, (Grades and Standards - Chapter 7.5, Article
II Sec. S.C. 2~.
4th Review
11/05/03
3
DEPARTMENTS
12. Shrubs, and hedges should be specified with heights and spreads of
the plant materials. Ficus species are prohibited from being planted
in the Cit Cha ter 7.5, Article II Sec. 5. C. 3. N. .
INCLUDE
13. The landscape design does include the City signature trees
(Tibochina granulosa), however these trees must meet the minimum
size s ecifications for trees Cha ter 7.5, Article II Sec. 5.C.3.N.).
14. Turf and landscape (bedding plants) areas should be designed on
separate zones and time duration for water conservation. Trees
should have separate irrigation bubblers to provide water directly to
the root ball (Cha ter 7.5, Article II Sec. 5. C.2. .
PLANNING AND ZONING
Comments:
<<is)APproval of this project is contingent upon the accompanying /
V~e uestforcommunit desi lana eal CDPA03-001.
0dentifY the Future Land Use designation as Local Retail /
VCommercial LRC for the sub. ect ro ert .
17. the site plan tabular data, provide an itemized list of the area
(expressed in square feet) of each use within the buil ing, such as
restaurant, restrooms, car wash tunnel, etc.
Qrhe site plan tabular data should include the number of required
and provided off-street parking spaces. The car wash use requires
four (4) parking spaces while the restaurant requires nine (9)
arkin s aces for a total of 13 arkin s aces.
~ The site plan tabular data should indicate the number of existing
arkin s aces that are to be eliminated as a result of the ro.ect.
/
/
20. The Palm Beach County Traffic Division must approve the project
for a car wash and a 901 s uare foot fast-food restaurant.
/
"
"
must be at least 10 feet from the
roval of the Communit
REJECT
v
/
4th Review
11/05/03
4
DEPARTMENTS
Redevelopment Agency and City Commission. The elevations shall
indicate the location of the proposed wall signs, including their
dimensions, sign type, and letter colors. The cumulative area for all
wall signs shall be in compliance with Chapter 21, Article N,
Section 2.B.
INCLUDE
. The detail of the proposed outdoor freestanding lighting fixtures
ust include the pole material, height, and color. The design, style,
and illumination level shall be compatible with the building design
(height) and shall consider safety, function, and aesthetic value
Cha ter 9, Section IO.F.l.).
V All shrubs and hedges are required to be at minimum 24 inches in
~ height, 24 inches in spread, and planted with tip-to-tip spacing
measured immediately after planting to adequately cover the
lanted areas on the site Cha ter 7.5, Article II, Section 5.C.4. .
V Staff recommends screening the opening of the carwash's tunnel
~: from Federal Hi wa.
Staff recommends reducing the height of the monument sign from
12 feet to ei ht (8) feet.
ELJ
S:\Planning\SHARED\WP\PROJECTS\A.ll Brite Car Wash\MSPM 03-009\4th Review.doc
-1I~ ~~s~ ,tv-
I)~ \..-f
LJ.ftt1 .. vO
D
REJECT
t/
~
/
/'1
I~'
J,/
4th Review
11/05/03
2
l[~B 3.0j
l 7J \ \' \
DEPARTMENTS INCLUD REJECT
E
Comments: None
POLICE
Comments: None
BUILDING DIVISION
Comments:
6. Indicate within the site data the type of construction of the building as
defined in Chapter 6 of the 2001 FBC.
7. Indicate within the site data the occupancy type of the building as
defined in Chapter 3 of the 2001 FBC.
8. 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 Chapter 6 of
ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001
FBe. 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.
9. At time of permit review, submit signed and sealed working drawings
of the proposed construction.
10. A permit from the EPA shall be required prior to submittal of plans for
building permit application. Contact the Department at 561-6810-
6600.
PARKS AND RECREATION
Comments: None
FORESTER/ENVIRONMENTALIST
Comments:
11. All canopy trees shown on the Plant Material List must include in the /
size specifications a minimum of 12 feet-14 feet height, and 3-inch
caliper @} DBH, (Grades and Standards - Chapter 7.5, Article II Sec.
4th Review
11/05/03
3
DEPARTMENTS INCLUD REJECT
E
S.C. 2.).
12. Shrubs, and hedges should be specified with heights and spreads of the /
plant materials. Ficus species are prohibited from being planted in the
City (Chapter 7.5, Article II Sec. 5. C. 3. N.).
13. The landscape design does include the City signature trees (Tibochina ./
granulosa), however these trees must meet the minimwn SIze
specifications for trees (Chapter 7.5, Article II Sec. 5.C.3.N.t
14. Turf and landscape (bedding plants) areas should be designed on /
separate zones and time duration for water conservation. Trees should
have separate irrigation bubblers to provide water directly to the root
ball (Chapter 7.5, Article II Sec. 5. C.2.).
PLANNING AND ZONING
Comments:
15. Approval of this project is contingent upon the accompanying request
for community design plan appeal (CDP A 03-001).
16. Identify the Future Land Use designation as Local Retail Commercial
(LRC)for the subiect property.
17. In the site plan tabular data, provide an itemized list of the area
(expressed in square feet) of each use within the building, such as
restaurant, restrooms, car wash tunnel, etc.
18. The site plan tabular data should include the nwnber ofrequired and
provided off-street parking spaces. The car wash use requires four (4)
parking spaces while the restaurant requires nine (9) parking spaces for
a total of 13 parking spaces.
19. The site plan tabular data should indicate the nwnber of existing
parking spaces that are to be eliminated as a result of the proiect.
20. The Palm Beach County Traffic Division must approve the project for
a car wash and a 901 square foot fast-food restaurant.
21. Provide a detail of all directional signs, including the "Wash Menu
Sign" and "Traffic Directional Sign", including their respective colors,
dimensions, and materials. The "Traffic Directional Sign" must be at
3rd Review Comments
Maior Site Plan Modification
~ste~
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: 2nd review Dlans identified as a Maior Site Plan Modification with an October 14.2003 Planning
and Zoning Denartment date stamn markin".
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. ginr.p. thp C!it~ gees Hst
rec~iHw ru' A;ctMhllt;::> ~~' :ll=R.nllntco Qf Hlat8fia13 it }fU\~ h~ pVi),:)ibk LV u~'" &vll
...~.. ,. "
2. There is a conflict between the oroDosed location and an existing Live Oak.
3. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired Dlease orovide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments:
4. Provide a traffic analysis and certificate of concurrency (Traffic Performance V
Standards Review) from Palm Beach County Traffic EDlnneering.
5. 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 striDing details).
6. Show a stop bar and sign at the intersection of the exit drive from the carwash t/
and the ingress driveway for traffic control. Show stop bars at both egress
driveways. Widen the stop bar at the north driveway; add a second "Do Not
Enter" sign on the back of the "Stop Sign"; add a double yellow lane
separators at the south and southwest driveways.
UTILITIES
Comments:
3rd Review
10117/03
2
DEPARTMENTS INCLUDE REJECT
7. Fire flow calculations will be required demonstrating the City Code ~
requirement of 1,500 g.p.m. 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)).
ENGINEERING DIVISION
Comments:
8. All comments requiring changes and/or corrections to the plans shall be /'
reflected on all appropriate sheets.
9. Please note that changes or revisions to these plans may generate additional /
comments. Acceptance of these plans during the TRC process does not
ensure that additional comments may not be generated by the Commission
and at permit review.
10. Any work performed within the Federal Highway right-of-way will require /
review, approval and permits from the FDOT.
II. Palm Beach County Health Department permits will be required prior to V
issuance of any City permits.
12. Provide written and graphic scales on all sheets. \/'"
13. Specify use of the FDOT Standard Specifications for Road & Bridge v"
Construction, and Standard Index, 2000 Editions, as the construction
standard.
14. On the lighting plan, specify that the light poles shall withstand a 140 MPH
wind load (Chapter 23, Article II, Section A.l.a and Florida Building Code).
Provide a note that the fixtures shall be operated by photo-electrical control ,/'
and are to remain on until 2:00 a.m. (Chapter 23, Article II, Section A. La.)
Include pole wind loading, and pole details in conformance with the LDR,
Chapter 6, Article IV, Section II, Chapter 23, Article I, Section 5.B.7 and
Chapter 23, Article II, Section A on the Lighting Plan. Glare, which is
readily perceptible at any point at or beyond the property on which the use is
located, is prohibited (Chapter 2, Section 4.N.7). Lighting shall be directed
away from any residential uses (Chapter 2, Section 4.N.7). Lighting shall not
be used as a form of advertising in a manner that draws more attention to the
building or grounds at night than in the day (Chapter 9, Section 10.F.5).
Provide photometries as part of vour TRC submittal.
IS. Show sight triangles on the landscape plans (LDR, Chapter 7.5, Article II, L/
Section 5.H.). Reference FDOT Standard Index 546 for the sight triangles
along Federal Highway. Use 25 foot sight triangles for the driveway on SE
21" Street.
3rd Review
10/17/03
3
DEPARTMENTS INCLUDE REJECT
16. Indicate, by note on the Landscape Plan, that within the sight triangles there v'"
shall be an unobstructed cross-visibility at a level between 2.5 feet andft'feet
above the pavement (Chapter 7.5, Article II, Section 5.H.). ~
17. Provide a drainage plan and engineer's certification as specified in LOR, ~
Chapter 4, Section 7.F.2.
18. Full drainage plans in accordance with the LOR, Chapter 6, Article IV, /
Section 5 will be required at the time of permittine:.
FIRE
Comments:
19. Design documents shall demonstrate compliance with LDR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants in ,/
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow ofat least 1500 !Wm is required.
20. Design documents where underground water mains and hydrants are to be ~
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: None
BUILDING DIVISION
Comments:
21. Indicate within the site data the type of construction of the building as defined /
in Chapter 6 of the 2001 FBe.
22. Indicate within the site data the occupancy type of the building as defined in V
Chaoter 3 of the 2001 FBC.
23. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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 oermit aoolication.
3rd Review
10/17/03
4
DEPARTMENTS INCLUDE REJECT
24. 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.
25. At time of permit review, submit signed and sealed working drawings of the /
proposed construction.
26. Add to the building that is depicted on the drawing titled site plan and floor V
plan a labeled symbol that identifies the location of the handicap accessible
entrance doors to the building. 2001 FBC, Sections 11-4.1.2 and 11-4.3.
27. Indicate on the floor plan drawing within the footprint of the building the /"
primary use of the building. If the building is an expansion of an existing
building, indicate with the footprint of the new and existing building the
primary use ofthe building.
28. Clearly show the main entrance where patrons will enter the building. \/'
29. A permit from the EP A shall be required prior to submittal of plans for v'
building permit application. Contact the Department at 561-6810-6600.
PARKS AND RECREATION
Comments: None
FORESTERlENVIRONMENT ALIST
Comments:
30. All canopy trees shown on the Plant Material List must include in the size /
specifications a minimum of 12 feet-14 feet height, and 3-inch caliper @
DBH, (Grades and Standards - Chapter 7.5, Article II Sec. 5.C. 2.).
31. Shrubs, and hedges should be specified with heights and spreads of the plant ~
materials. Ficus species are prohibited from being planted in the City
(Chapter 7.5, Article II Sec. 5. C. 3. N.).
32. Cypress mulch is prohibited from use in the City (Chapter 7.5, Article II Sec. /
5.C.3.N.).
33. The landscape design does include the City signature trees (Tibochina /"
granulosa), however these trees must meet the minimum size specifications
for trees (Chapter 7.5, Article II Sec. 5.C.3.N.).
34. Turf and landscape (bedding plants) areas should be designed on separate /
zones and time duration for water conservation. Trees should have separate
irrigation bubblers to provide water directlv to the root ball (Chapter 7.5,
3rd Review
10/17/03
5
DEPARTMENTS
Article II Sec. 5. C.2.).
PLANNING AND ZONING
Comments:
3 . Identify the Off,.;,,1 ZVlllng J:lbLl;.l "ud Future Land Use designation for the
sub.ect ro e . cw L.xCIA 1<.<:. . u'(.::.
@n the site plan tabular data, provide an itemized list of the area (expressed in
square feet) of each use within th~ building, such as restaurant, restrooms, car
wash tunnel, etc. . .
.X The site plan tabular data should indicate the number of existing parking
s aces that are to be eliminated as a result of the ro. ect.
~The site plan tabular data should indicate the height of buildings / canopies
(Chapter 4, Section 7.E.5). The dimensions should correspond with the
dimension shown on the elevations.
40. "" revised traffic impact statement, which analyzes all proposed uses, is
required prior to the Technical Revi~w C\,mmittee meeting (Chapter 4.
SectIOn 8.F. . ~ ~lX
. A drainage statement is required prior to the Technical Review Committee
meeting (Chapter 4, Section 7.F.2.). The drainage statement is subject to
review b the En .neerin Division of Public Works.
. Provide a detail of all directional signs, including the "Wash Menu Sign" and
"Traffic Directional Sign", including their respective colors, dimensions, and
materials. The "Traffic Directional Sign" must be at least 10 feet from the
ro e line.
ies.
11 signage is subject to review and approval of the Community
edevelopment Agency and City Commission. ~~ill dl'-l'" b", UJ.V...H:Uh8at sigR
prsj3e..d fill lhe project? If so, on the site plan, indicate its location and
provide a detail of the sign area, including the dimensions, exterior finish, and
letter color s Cha ter 4, Section 7.D. .
45. 11 signage is subject to review and approval of the Community
Redevelopment Agency and City Commission. The elevations shall indicate
the location of the proposed wall signs, including their dimensions, sign type,
and letter colors. The cumulative area for all wall si s shall be in
INCLUDE REJECT
3rd Review
10/17/03
6
DEPARTMENTS
compliance with Chapter 21, Article IV, Section 2.B.
. Include a large size color rendering of all elevations at the next Technical
Review Committee meetin Cha ter 4, Section 7.D.2. .
. The roots of the Ficus species can cause damage to public roadways or other
public works. Substitute the Ficus hedge with alternative hedge material
subject to City Forester / Environmentalist approval (Chapter 7.5, Article II,
Section C.2. .
. All trees shall be at minimum 12 feet overall height and 3 caliper inches when
lanted Cha ter 7.5, Article II, Section 5.C.2. .
'Mi.' The site plan should indicate all proposed buildings, uses, and accessory
7\ structures. Setbacks, traffic control markings, fire hydrant location, and
si a e are necessa elements of the site Ian.
~e landscape buffer adjacent to the Southeast 21st Avenue right-of-way shall
be seven (7) feet in width and contain two layers of plant material. The first
layer shall be a combination of colorful groundcover plants and a minimum of
two colorful shrub species planted in a continuous row. The next layer shall
consist of a continuous hedge or decorative site wall. The continuous hedge
(2nd layer) shall be a minimum of 24 inches in height, 24 inches in spread and
planted with tip-to-tip spacing immediately after planting. The hedge shall be
maintained at four 4 feet Cha ter 7.5, Article II, Section S.D. .
V All above ground mechanical equipment such as exterior utility boxes,
c \ ~eters, transformers, and back-flow preventers shall be visually screened with
a ro riate landsca in / hed e material Cha ter 9, Section IO.C.4. .
krovide a dumpster enclosure detail. The dumpster enclosure shall resemble
with respect to the color and materials, the design of the principal buildings
and shall be integrated with other site elements (Chapter 9, Section IO.E.3.).
On the site lan, lace a note indicatin this re uirement.
53. 1'6 lide -J'tetail .Qr typieal of ~roposed outdoor freestanding lighting
lxtures. 1'1.. d~t~;l must include the pole material, height, and color. The
design, style, and illumination level shall be compatible with the building
design (height) and shall consider safety, function, and aesthetic value
Cha ter 9, Section IO.F.l. .
The width of the driveway openings is subject to the Engineering Division of
Public Works' review and approval. Driveway openings shall be at minimum
25 feet in width (for 2-way traffic) and no more than 36 feet in width
(Chapter 23, Article II.H.). On the site plan, indicate the width of all
drivewa 0 enin s.
5'"' Sh-~,"",(a..A....,.J,t9-v\.2L 2,/11 v "I"
ELJ '=>. U ~,"""V~ "-T.. G--J
S:\Planning\SHARED\WP\PROJECTS\AlI Brite Car Wash\MSPM 03-OO9\3rd Review.doc
INCLUDE REJECT
3rd Review Comments
Answered
Project name: All Brite Car Wash
File #: MSPM03-009
1. Restaurants require dumpsters
2. Owner met on site with Kevin
3. Opens to south
4. Per owner, submitted
5. See site plan
6. See site plan
7. See drainage plan
8. See plans
9. Acknowledged
11. By owners @ time of permit submittal
12. See plan
13. See plan
14. Tom
15. See site plan
16. See landscape plan
17. See drainage plan
18. See drainage plan
19. See drainage plan
20. See drainage plan
21.
22.
23. Time of permit submittal
24. See site plan
25. Time of permit submittal
26. See site floor plan
27. See site floor plan
28. See site plan
29. Time of permit submittal
30. See landscape plan
31. See landscape plan
32. See landscape plan
33. Dewey
34. See landscape plan
35. See site plan
36. See site plan
37. Ask Eric
38. Ask Eric
39. See site plan
40. By owner
41. See drainage plan
42. See site plan
43. Submitted
44. Acknowledged
45. Acknowledged
46. See plans
47. Owner met with Kevin
48. See landscape plan
49. See site plan
50. See landscape plan
51. See landscape plan
52. See Eric
53. Tom
54. See site plan
r;/.)
/-Q 6
,
70/
:::-7
+ t-f c LL/;13 Cr
13
It
-:PX 7'r2A-
3rd Review
10/17/03
4
. 1q~ fO .~q .o}
DEPARTMENTS INCLUDE REJECT
24. 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
reauest.
25. At time of permit review, submit signed and sealed working drawings of the
oronosed construction.
26. Add to the building that is depicted on the drawing titled site plan and floor
plan a labeled symbol that identifies the location of the handicap accessible
entrance doors to the buildin!!. 2001 FBC, Sections 11-4.1.2 and 11-4.3.
27. Indicate on the floor plan drawing within the footprint of the building the
primary use of the building. If the building is an expansion of an existing
building, indicate with the footprint of the new and existing building the
nrimarv use of the buildin!!,
28. Clearlv show the main entrance where patrons will enter the buildin!!.
29. A permit from the EP A shall be required prior to submittal of plans for
buildinj( permit annlication. Contact the Department at 561-6810-6600.
PARKS AND RECREATION
Comments: None
FORESTERlENVIRONMENT ALlST
Comments:
30. All canopy trees shown on the Plant Material List must include in the size / {)15(
specifications a minimum of 12 feet-14 feet height, and 3-inch caliper @
DBH, (Grades and Standards - Chanter 7.5, Article II Sec. 5.C. 2,t
31. Shrubs, and hedges should be specified with heights and spreads .of the plant /'"
materials. Ficus species are prohibited from being planted in the City
(Chapter 7.5, Article II Sec. 5. C. 3. N.),
32. Cypress mulch is prohibited from use in the City (Chapter 7.5, Article II Sec. /
5.C. 3.N.).
33. The landscape design does include the City signature trees (Tibochina V p/
granulosa), however these trees must meet the minimum size specifications
for trees (Chanter 7.5, Article II Sec. 5.C.3.N.).
34. Turf and landscape (bedding plants) areas should be designed on separate ~ -------
zones and time duration for water conservation. Trees should have separate
irrij(ation bubblers to nrovide water directly to the root ball (Chapter 7.5,
3rd Review Comments
Maior Site Plan Modification
Ii~
aD(,. 8ff~t . 'Illtlett-D
. ./,; G 10 0'3
Project name: All Brite Car Wash
File number:
Reference:
and Zonin" Denartment date stamn markin".
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. Since the site does not
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumnster.
2. There is a conflict between the nronosed location and an existing Live Oak.
3. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired olease orovide information on its placement and it will be evaluated.
PUBLIC WORKS Traffic
Comments:
4. Provide a traffic analysis and certificate of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic Engineerinl!.
5. 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 strioinl! details).
6. Show a stop bar and sign at the intersection of the exit drive from the carwash
and the ingress driveway for traffic control. Show stop bars at both egress
driveways. Widen the stop bar at the north driveway; add a second "Do Not
Enter" sign on the back of the "Stop Sign"; add a double yellow lane
separators at the south and southwest driveways.
UTILITIES
Comments:
3rd Revi~w
10/]7/03
3
DEPARTMENTS INCLUDE REJECT
16. 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 6 feet
above the navement (Chapter 7.5, Article II, Section 5.H.).
17. Provide a drainage plan and engineer's certification as specified in LDR,
Chapter 4, Section 7.F .2.
18. Full drainage plans in accordance with the LDR, Chapter 6, Article IV,
Section 5 will be re~uired at the time of permitting.
FIRE
Comments:
19. Design documents shall demonstrate compliance with LDR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants in
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 gpm is required.
20. Design documents where underground water mains and hydrants are to be
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: None
BUILDING DIVISION
Comments:
21. Indicate within the site data the type of construction of the building as defined 1/
in Chanter 6 of the 2001 FBC.
22. Indicate within the site data the occupancy type of the building as defined in t/
Chapter 3 of the 2001 FBC.
23. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBe. 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.
3rd Review Comments
Maior Site Plan Modification
tl"tf;:
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: 2nd review plans identified as a Maior Site Plan Modification with an October 14. 2003
/O/2-'~! <!OJ
~ fd-~
Planning
and Zoninl! Denartment date stamn markinl!.
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. Since the site does not
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumpster.
2. There is a conflict between the proposed location and an existinl! Live Oak.
3. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired nlease nrovide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments:
4. Provide a traffic analysis and certificate of concurrency (Traffic Performance
Standards Review) from Palm Beach County Traffic En<rineerinl!.
5. 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
Drawinl!s "K" Series for striping details).
6. Show a stop bar and sign at the intersection of the exit drive from the carwash
and the ingress driveway for traffic control. Show stop bars at both egress
driveways. Widen the stop bar at the north driveway; add a second "Do Not
Enter" sign on the back of the "Stop Sign"; add a double yellow lane
seoarators at the south and southwest driveways.
UTILITIES
Comments:
3rd Review
10/17/03
3
DEPARTMENTS INCLUDE REJECT
16. 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 6 feet
above the pavement (Chanter 7.5, Article II, Section 5.H.).
17. Provide a drainage plan and engineer's certification as specified in LOR,
Chapter 4, Section 7.F.2.
18. Full drainage plans in accordance with the LOR, Chapter 6, Article IV,
Section 5 will be reauired at the time of nermitting.
FIRE
Comments:
19. Design documents shall demonstrate compliance with LOR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants In
commercial applications shall be no more than 300 feet apart and the remotest /'
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition ~
to domestic requirements at a residual pressure of not less than 20 psi, a fire ~4U1---t5~
flow of at least 1500 !!Dm is reauired.
20. Design documents where underground water mains and hydrants are to be VJ-tS"" fL-~
provided, must demonstrate that they will be installed, completed, and in V
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: None
BUILDING DIVISION
Comments:
21. Indicate within the site data the type of construction of the building as defined
in Chanter 6 of the 2001 FBC.
22. Indicate within the site data the occupancy type of the building as defined in
Chapter 3 of the 200 I FBC.
23. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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 annlication.
(>u(;>,-"
3rd Review Comments
Maior Site Plan Modification
L-~
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: 2nd review plans identified as a Maior Site Plan Modification with an October 14.2003 Planning
and Zoninl> Denartment date stamn markinl>.
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
I _
I. Prior to permit application contact the Public Works Department (561-742- Jb1ffi J3
6200) regarding the storage and handling of refuse. g;u~~ t1,G ,;k du~, Bot
. .. . . . L . . _H
r ... ... _ auy v, '''-J
i._
2. There is a conflict between the proposed location and an existinl> Live Oak. . '\ IOtU
3. The proposed location for the dumpster enclosure is not accessible either II...,.,
,~ "\OfU3~
horizontally or vertically for Solid Waste pick up. It is recommended that the ~J
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired nlease provide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments:
T~
4. Provide a traffic analysis and certificate of concurrency (Traffic Performance "\ jO/-W1 '3
Standards Review) from Palm Beach County Traffic Engineerinl!. \
'---- (!",.
5. On the site and civil plans, show and identif'y 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
Drawinl>s "K" Series for striping details).
I
6. Show a stop bar and sign at the intersection ofthe exit drive from the carwash Cjq~ I
and the ingress driveway for traffic contro\. Show stop bars at both egress
driveways. Widen the stop bar at the north driveway; add a second "Do Not
Enter" sign on the back of the "Stop Sign"; add a double yellow lane
separators at the south and southwest drivewavs.
UTILITIES
Comments:
{0-:2,
"3
1i3
U3
3rd Review
10/17/03
2
DEPARTMENTS
7. Fire flow calculations will be required demonstrating the City Code
requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV,
Section 16, or the requirement imposed by insurance underwriters, whichever
is eater CODE, Section 26-16(b) .
ENGINEERING DIVISION
Comments:
8. All comments requiring changes andlor corrections to the plans shall be
reflected on all a ro riate sheets.
9. Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the TRC process does not
ensure that additional comments may not be generated by the Commission
and at ermit review.
10. Any work performed within the Federal Highway right-of-way will require
review, a roval and ermits from the FDOT.
I I. Palm Beach County Health Department pennits will be required prior to
issuance of an Ci ermits.
12. Provide written and a hie scales on all sheets.
13. Specify use of the FDOT Standard Specifications for Road & Bridge
Construction, and Standard Index, 2000 Editions, as the construction
standard.
14. On the lighting plan, specify that the light poles shall withstand a 140 MPH
wind load (Chapter 23, Article II, Section A. La and Florida Building Code).
Provide a note that the fixtures shall be operated by photo-electrical control
and are to remain on until 2:00 a.m. (Chapter 23, Article II, Section A.l.a.)
Include pole wind loading, and pole details in conformance with the LDR,
Chapter 6, Article IV, Section II, Chapter 23, Article I, Section 5.B.7 and
Chapter 23, Article II, Section A on the Lighting Plan. Glare, which is
readily perceptible at any point at or beyond the property on which the use is
located, is prohibited (Chapter 2, Section 4.N.7). Lighting shall be directed
away from any residential uses (Chapter 2, Section 4.N.7). Lighting shall not
be used as a form of advertising in a manner that draws more attention to the
building or grounds at night than in the day (Chapter 9, Section IO.F.5).
Provide hotometrics as art of our TRC submittal.
15. Show sight triangles on the landscape plans (LDR, Chapter 7.5, Article II,
Section 5.H.). Reference FDOT Standard Index 546 for the sight triangles
along Federal Highway. Use 25 foot sight triangles for the driveway on SE
21" Street.
INCLUDE REJECT
\ Of ,IC:T~
10/ >/l..5Z:>
b-=>':'
10-:2,
3rd Review
10/17/03
3
DEPARTMENTS INCLUDE REJECT
1-
16. Indicate, by note on the Landscape Plan, that within the sight triangles there ( \/U
shall be an unobstructed cross-visibility at a level between 2.5 feet and l feet
above the pavement (Chapter 7.5, Article II, Section 5.H,), e'}
~
17. Provide a drainage plan and engineer's certification as specified in LOR, ( " W/,
Chanter 4, Section 7.F.2.
l~ \ \
18. Full drainage plans in accordance with the LOR, Chapter 6, Article IV, / ~\ lul "-
Section 5 will be reouired at the time of nermittin~, -.--
FIRE ~
Comments:
19. Design documents shall demonstrate compliance with LOR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants in
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 wm is required.
20. Design documents where underground water mains and hydrants are to be
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: None
BUILDING DIVISION
Comments:
21. Indicate within the site data the type of construction of the building as defined
in Chanter 6 ofthe 2001 FBC.
22. Indicate within the site data the occupancy type of the building as defined in
Chanter 3 of the 2001 FBC.
23. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 200 I FBC. 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 nermit annlication.
fu~
~/o'3
Facsimile
TRANSMITTAL
CITY OF BOYNTON BEACH
100 E. BOYNTON BEACH BOULEVARD
P.O. BOX 310
BOYNTON BEACH, FLORIDA 33425-0310
FAX: (561) 742,6259
PLANNING AND ZONING DIVISION
to: Don Arpin
fax #: 954-772-7478
date: October 17, 2003
from: Sherie Coale
re: 3'" REVIEW COMMENTS FOR ALL BRITE CAR WASH
Please find attached the first review comments for your project. To stay on the
current review schedule, please do the following steps listed below, and bring all
documents to the TRC scheduled for Tuesday, October 28, 2003.
1. Revise your plans incorporating all comments listed herein, including the addition of
notes on plans to confirm response to general statements/ comments, and bring 10 copies
to the TRC review meeting (full sets including all pages originally submitted);
2. Submit the additional information as requested within the attached comments; ( i.e. traffic
analysis, engineering certification, etc.)
3. Prepare a written response (7 copies) consisting of a list briefly summarizing how each
comment has been addressed on the revised plans or with the supplemental information
including location on the plans ( this promotes an expeditious 3'd review by staff and
your project representatives during the TRC meeting );and
4. Submit reductions (8 Yz X 11) for the proposed site plans, elevations and landscaping plan
(this is required for the final report and public
presentation). Planning and Zoning Division
City of Boynton Beach
Boynton Beach, Florida 33425
The applicant should not attend a TRC (3'd review) until
all documents have been revised and copied for staff
742-6260
Fax: 742-6259
review. If plans will not be fully revised and brought to the scheduled TRC meeting, contact Ed
Breese in this office by the Thursday prior to the scheduled meeting date. Projects deviating
from the original schedule are eligible for review at subsequent meetings, which are held every
Tuesday. To reschedule, contact Sherie Coale, by the Thursday prior to the Tuesday TRC
meeting that you desire to attend. The remainder of the review schedule will be adjusted
accordingly. If you have questions on the attached comments, please contact the respective
reviewer using the attached list of TRC representatives.
Ifthe plans are reasonably complete and all significant comments are addressed following TRC
(3rd review), the project is forwarded to the Planning and Development Board Meeting that falls
approximately 2 to 3 weeks following the TRC meeting. An "*,, by any comment identifies a
comment that must be addressed prior to moving forward to the Planning and Development
board.
Note: Items recognized by staff as typically outstanding at this point include a traffic report
and/or confirmation ofthe traffic concurrency approval from the Palm Beach County
drainage certification by a licensed engineer, signed "Rider to Site Plan Application"
form and colored elevations of the proposed project. This information is necessary for
the project to proceed. If you have submitted this information, please disregard this note.
DEPARTMENT REPRESENTATIVE REPRESENT A TIVES' PHONE FAX
DESIGNEE
Engineering Dave Kelley Laurinda Logan 742-6482 742-6485
Building Don Johnson Timothy Large 742-6352 742-6352
Fire Department Steve Gale Bob Borden 742-6602 364-7382
Rodger Kemmer 742-6753 742-6357
Police Department Marshall Gage John Huntington 737-6167 737-3136
Utilities Pete Mazzella H. David Kelley Jr. 742-6401 742-6485
Public Works-General Larry Quinn Laurinda Logan 742-6482 742-6485
Public Works-Traffic Jeffrey Livergood Laurinda Logan 742-6482 742-6485
Parks & Recreation John Wildner 742-6227 742-6233
Forester/Environmentalist Kevin Hallahan Kevin Hallahan 742-6267 742-6259
Planning & Zoning Michael Rumpf, Ed Breese 742-6262 742-6259
CHAIRMAN
Revised 01/14/02
S:\Planning\SHARED\WP\PROJECTS\AlI Brite Car Wasl1lMSPM 03-009\1st ReVIew comments FAX COVER2doc
1st REVIEW COMMENTS 0\ClsteR....
Maior Site Plan Modification
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: I" review plans identified as a Maior Site Plan Modification with an August I L 2003 Planning and
Z D d k
OOIng enartment ate stamn mar Im~:.
DEPARTMENTS INCLUDE REJECT
PUBLIC WORKS - General
Comments:
L Prior to permit application contact the Public Works Department (561-742- /
6200) regarding the storage and handling of refuse. Since the site does not
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumpster.
2. Indicate by note that the site dumpster enclosure shall be constructed in ./
accordance with City Standard Drawing 0-4.
3. The minimum dumpster pad shall measure 10 feet x 10 feet (inside dimension
including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article III, /
Section 9.A.9.a.)
4. Indicate by note that the required gates for the dumpster shall contain long
steel rods to drop into the pavement in order to secure the gates in the open v'
and closed positions. Drilled holes (for concrete) or metal sleeves (for
asphalt) shall be provided for the locking rods.
5. Walls for the enclosure shall be provided on three sides and are to be a
minimum of 6 ft. high and shall be CBS construction with a finish matching
that of the adjacent buildings(s). Accent shrubs shall be provided along the ./
screen walles) (LDR, Chapter 7.5, Article II, Section 5.J., and Article III,
Section 9.A.9.a, and Chapter 9, Section 1O.C.3.)
6. Provide a minimum turning radius of 60 feet to approach the dumpster. /
Provide a minimum backing clearance of 60 feet (measured from the front
edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J.2.b.)
7. There is a conflict between the proposed location and an existing Live Oak. ~
8. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the ~
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired please provide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments: /
9. Provide a traffic analvsis and notice of concurrencv (Traffic Performance ,/
1 ST REVIEW COMMENTS
08/26/03
2
, ,
DEPARTMENTS INCLUDE REJECT
Standards Review) from Palm Beach County Traffic Engineering.
10. 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. Delineate and stripe the t/
"Loading Area" (where applicable - LDR, Chapter 2, Section II.J); include a
pavement message in yellow indicating "No Parking - Loading Zone". See
City Standard Drawings "K" Series for striping details.
II. Provide a one-way arrow sign in the median. Also it is recommended that ,
you use a one-way arrow sign atop the stop sign to indicate one-way traffic ~
for southbound US I traffic.
12. Show a stop bar and sign at the intersection of the exit drive from the carwash t/
and the ingress driveway for traffic control. Show stop bars at both egress
driveways.
UTILITIES
Comments:
13. All utility easements shall be shown on the site plan and landscape drawings /
(as well as the water and sewer plan sheet) so that we may determine which
trees may interfere with utilities. In general, palm trees will be the only
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.
14. Fire flow calculations will be required demonstrating the City Code /
requirement of 1,500 g.p.m. 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)).
/
15. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable J
water. City water may not, therefore, be used for irrigation where other
sources are readily available.
/
16. No provisions are shown for the recycling of the car wash water as part of the V'
conservation of potable water. Current requirements necessitate this
approach; please provide.
1ST REVIEW COMMENTS
08/26/03
3
, II
DEPARTMENTS INCLUDE REJECT
17. The waste stream from the car washing process must meet the City's L/
pretreatment requirements. A sampling point may be required to allow
monitoring of this waste stream (refer to CODE Section 26-143, Section 26-
147).
ENGINEERING DIVISION
Comments:
18. 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 (L WDD), 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.
19. Numerous omissions have been noted on these proposed plans and in this /
review comments report. Drawings need to be thoroughly checked and
coordinated by the consulting engineer. It is the responsibility of the
consulting engineer to familiarize himself wiIh the City of Boynton Beach
Land Development Regulations prior to submission of plans. Quality control
is the responsibility of the consulting engineering - not the City of Boynton
Beach.
20. All comments reqUIring changes and/or corrections to the plans shall be /
reflected on all appropriate sheets.
21. Please note that changes or revisions to these plans may generate additional ./
comments. Acceptance of these plans during the TRC process does not
ensure that additional comments may not be generated by the Commission
and at permit review.
22. Any work performed within the Federal Highway right-of-way will require /'
review, approval and permits from the FDOT.
23. Palm Beach County Health Department permits will be required prior to V
issuance of anv Citv permits /'
24. Provide written and ","aphic scales on all sheets. -V
25. Specify use of the FDOT Standard Specifications for Road & Bridge ./
Construction, and Standard Index, 2000 Editions, as the construction
standard.
26. Show zoning and land use on site characteristics map (Survey) (LDR, 7
Chapter 4, Section 7.A.) /
27. Show all existing utilities on site development plan (LDR, Chapter 4, Section V
1ST REVIEW COMMENTS
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7.A.3). /
28. Show all existing and proposed easements on site development plan (LDR, ./
Chapter 4, Section 7.A.3).
29. She... Jlrel"e~ed sit. lightiRg on 1he S;k mA laRd~caP"i'laRs-fbPR,~haj3ter 4,
Section 7.B.4.) The 1i"I,l;,,;; de,;"" stall provide a-rninHHllm~average light /
level sf 0.0, fuul-candle. On the lighting plan, specify that the light poles
shall withstand a 140 MPH wind load (LDR, Chapter 23, Article n, Section
A. La and Florida Building Code). Provide a note that the fixtures shall be
operated by photo-electrical control and are to remain on until 2:00 a.m.
(LDR, Chapter 23. Article n, Section A.l.a.) Include pole wind loading, and
pole details in conformance with the LDR, Chapter 6, Article IV, Section II.
Chapter 23, Article I, Section S.B.7 and Chapter 23, Article n, Section A on
the Lighting Plan. Glare, which is readily perceptible at any point at or
beyond the property on which the use is located, is prohibited (LDR, Chapter
2, Section 4.N. 7). Lighting shall be directed away from any residential uses
(LDR, Chapter 2, Section 4.N.7). Lighting shall not be used as a form of
advertising in a manner that draws more attention to the building or grounds
at night than in the day (LDR, Chapter 9, Section IO.F.S). Provide
photometries as part ofvour TRC submittal. /
30. It may be necessary to replace or relocate large canopy trees adjacent to light J
fixtures to eliminate future shadowing on the parking surface (LDR, Chapter
23, Article n, Section A.l.b).
31. Show sight triangles on the landscape plans (LDR, Chapter 7.5, Article n, /'
Section S.H.). Reference FDOT Standard Index 546 for the sight triangles
along Federal Highway. Use 25 foot sight triangles for the driveway on SE
21" Street.
32. 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 6 feet
above the pavement (LDR, Chanter 7.5, Article n, Section S.H.).
33. Landscaped areas shall be protected from vehicular encroachment by a 1/
continuous, raised curb (LDR, Chapter 7.5, Article n, Section S.A. and V
Chapter 22, Article n, Section E.) Add Type "D" curb around the landscaped
areas as necessarY to Drotect landscanim!
34. The medians on Federal Highway have existing irrigation and plant material
belonging to the City of Boynton Beach. Any damage to the irrigation system V'
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. Please
acknowledge this notice in your comments response and add a note to the
plans with the above stated information. /
35. Sidewalks adjacent to parking lots shall be continuous through all driveways ,/
and shall be 6 inches thick within driveways (LDR, Chapter 23, Article II,
Section Pl.
/
36. Provide a drainage plan and engineer's certification as specified in LDR, V
Chapter 4, Section 7.F.2.
1 ST REVIEW COMMENTS
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DEPARTMENTS INCLUDE REJECT
37. Full drainage plans in accordance with the LDR, Chapter 6, Article IV, ~
Section 5 will be required at the time of permitting.
38. Indicate by note that catch basin and manhole covers shall be bicycle proof /
(LDR, Chapter 6, Article IV, Section 5.A.2.g).
FIRE
Comments:
39. Design documents shall demonstrate compliance with LDR Chapter 6.
Section 16, which provides requirements for hydrants. Hydrants in J
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 gpm is required.
40. Design documents where underground water mains and hydrants are to be vi
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: NONE
BUILDING DIVISION
Comments:
41. Indicate within the site data the type of construction of the building as defined
in Chapter 6 of the 2001 FBC. J
42. Indicate within the site data the occupancy type of the building as defined in .-
Chapter 3 of the 2001 FBC. /
43. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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.
44. Add to all plan view drawings of the site a labeled symbol that represents the V -
location and perimeter of the limits of construction proposed with the subject
request. /
45. At time of permit review, submit signed and sealed working drawings of the t./
orooosed construction.
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DEPARTMENTS INCLUDE REJECT
46. Add to the building that is depicted on the drawing titled site plan and floor
plan a labeled symbol that identifies the location of the handicap accessible /
entrance doors to the building. 2001 FBC. Sections 11-4.1.2 and 11-4.3.
47. The building plans are not being reviewed for compliance with the applicable
building codes. Therefore, add the words "Floor plan layout is conceptual" V
below the drawing titled Floor Plan.
48. Add a labeled symbol to the site plan drawing that represents and delineates
the path of travel for the accessible route that is required between the
accessible parking spaces and the accessible entrance doors to the building.
The installed symbol, required along the path, shall start at the accessible
parking spaces and terminate at the accessible entrance doors to the building.
The symbol shall represent the location of the path of travel, not the location
of the detectable warning or other pavement markings. The location of the ,/
accessible path shall not compel the user to travel in a drive/lane area that is
located behind parked vehicles. Identify on the plan the width of the
accessible route. (Note: The minimum width required by the code is forty-
four (44) inches). Add text to the drawing that would indicate that the symbol
represents the accessible route and the route is designed in compliance with
Section 11-4.3 (Accessible Route) and 11-4.6 (parking and Passenger
Loading Zones) of the 2001 FBC. Please note that at time of permit review,
the applicant shall provide detailed documentation on the plans that will
verify that the accessible route is in compliance with the regulations specified
in the 200 I FBC. This documentation shall include, but not be limited to,
providing finish grade elevations along the path of travel.
49. 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 lOa-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).
50. On the drawing titled site plan, identify and label the symbol that represents /
the property line.
51. Indicate on the floor plan drawing within the footprint of the building the /'
primary use of the building. If the building is an expansion of an existing
building, indicate with the footprint of the new and existing building the
1ST REVIEW COMMENTS
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7
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DEPARTMENTS INCLUDE REJECT
primary use of the building.
52. If capital facility fees (water and sewer) have been 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 proj ect 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) /
53. Clearlv show the main entrance where patrons will enter the building. V
54. Will this be one tenant or two separate tenants? These are two separate /
occupancies according to the 2001 FBC. Proper tenant separation and
seoarate sanitary facilities shall be reauired.
55. A permit from the EP A shall be required prior to submittal of plans for V
building permit application. Contact the Deoartment at 561-6810-6600.
PARKS AND RECREATION
Comments: NONE
FORESTERJENVIRONMENT ALIST
Comments:
56. Landscape Plan
All canopy trees shown on the Plant Material List must include in the size /
specifications a minimum of 12 feet -14 feet height, and 3 inch caliper @
DBH, (Grades and Standards) [Environmental Regulations, Chapter 7.5,
Article II Sec. 5.C. 2.]
57. Shrubs, and hedges should be specified with heights and spreads of the plant /
materials. Ficus species are prohibited from being planted in the City.
[Environmental Regulations, Chapter 7.5, Article II Sec. 5. C. 3. N.]
58. Cypress mulch is prohibited from use in the City. [Environmental ..
Regulations. Chapter 7.5, Article II Sec. 5.C. 3.N.] v
59. The landscape design does include the City signature trees (Tibochina c/
granulosa), however these trees must meet the minimum size specifications
for trees. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C.3.N.]
60. The Federal Highway road right-of-way (if unpaved) must receive Floritam /
sod and irrigation coverage. rEnvironmental Regulations, Chapter 7.5, Article
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DEPARTMENTS
II Sec. 5.C. 2.]
61. Irril!ation Plan
There is no irrigation system design included with the site plans.
[Environmental Regulations, Chapter 7.5, Article II Sec. SA.]
62. Turf and landscape (bedding plants) areas should be designed on separate
zones and time duration for water conservation. Trees should have separate
irrigation bubblers to provide water directly to the root ball. [Environmental
Regulations, Chapter 7.5, Article II Sec. 5. C.z.]
PLANNING AND ZONING
mments:
63. Identify the Official Zoning District and Future Land Use designation for the
sub'ect ro ert .
In the site plan tabular data, provide an itemized list of the area (expressed in
square feet) of each use within the building, such as restaurant, restrooms, car
wash tunnel, etc.
~The site plan tabular data should include the number and ratio of required and
rovided off-street arkin s aces Cha ter 4, Section 7.E.5.).
66. The site plan tabular data should indicate the number of existing parking
. s aces that are to be eliminated as a result of the ro' ecl.
67. he site plan tabular data should indicate the height of buildings / canopies
(Chapter 4, Section 7.E.5). The dimensions should correspond with the
dimension shown on the elevations.
. A traffic impact statement is required prior to the Technical Review
ommittee meetin (Cha ter 4. Section 8.F.).
69. drainage statement is required prior to the Technical Review Committee
meeting (Chapter 4, Section 7.F.2.). The drainage statement is subject to
review b the En . neerin Division of Public Works.
. Provide a separate scaled drawing (paving, grading, & drainage plan)
showing flow arrows, elevations, and proposed drainage structures. This plan
will be subject to review and approval of the Engineering Division of Public
Works (Chapter 4, Section 7.F.l.).
71. rovide a detail of all directional signs, including the "Wash Menu Sign" and
"Traffic Directional Sign", including their respective colors, dimensions, and
materials. The "Traffic Directional Sign" must be at least 10 feet from the
ro e line.
. Provide elevations of the outdoor canopies.
e
73. All signage is subject to review and approval of the Community
Redevelopment Agency and City Commission. Will there be monument sign
proposed for the project? If so, on the site plan, indicate its location and
rovide a detail of the si area, includin the dimensions, exterior finish, and
INCLUDE
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1ST REVIEW COMMENTS
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DEPARTMENTS
letter color(s) (Chapter 4, Section 7.D.).
1"----''''
bAll signage is subject to review and approval of the Community
Redevelopment Agency and City Commission. The elevations shall indicate
the location of the proposed wall signs, including their dimensions, sign type,
and letter colors. The cumulative area for all wall signs shall be in
com liance with Cha ter 21, Article IV, Section 2.B.
clude a color rendering of all elevations prior to the Technical Review
Committee meetin Cha ter 4, Section 7.D.2. .
76. he roots of the Ficus species can cause damage to public roadways or other
public works. Substitute the Ficus hedge with alternative hedge material
subject to City Forester / Environmentalist approval (Chapter 7.5, Article II,
Section C.2.).
,7'
6All trees shall be at minimum 12 feet overall height and 3 caliper inches when
lanted Cha ter 7.5, Article II, Section 5.C.2.).
78. he site plan should indicate all proposed buildings, uses, and accessory
structures. Setbacks, traffic control markings, fire hydrant location, and
Sl a e are necessa elements of the site lan.
~~he landscape buffer adjacent to the Southeast 21" Avenue right-of-way shall
Vbe seven (7) feet in width and contain two layers of plant material. The first
layer shall be a combination of colorful groundcover plants and a minimum of
two colorful shrub species planted in a continuous row. The next layer shall
consist of a continuous hedge or decorative site wall. The continuous hedge
(2nd layer) shall be a minimum of 24 inches in height, 24 inches in spread and
planted with tip-to-tip spacing immediately after planting. The hedge shall be
maintained at four (4) feet Cha ter 7.5, Article II, Section S.D. .
. The signature trees shall have a minimum of six (6) feet of clear trunk to
reserve the clear si ht area.
0n.i All above ground mechanical equipment such as exterior utility boxes,
V meters, transformers, and back-flow preventers shall be visually screened with
a ro riate landsca in / hed e material Cha ter 9, Section IO.CA.).
82. rovide a dumpster enclosure detail. The dumpster enclosure shall resemble
with respect to the color and materials, the design of the principal buildings
and shall be integrated with other site elements (Chapter 9, Section IO.E.3.).
On the site lan, lace a note indicatin this re uiremenl.
(83. ~rovide a detail or typical of all outdoor freestanding lighting fixtures. The
Uetail must include the pole material, height, and color. 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.1. .
INCLUDE
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1ST REVIEW COMMENTS
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DEPARTMENTS
he width of the driveway openings is subject to the Engineering Division of
Public Works' review and approval. Driveway openings shall be at minimum
25 feet in width (for 2-way traffic) and no more than 36 feet in width
(Chapter 23, Article I1.H.). On the site plan, indicate the width of all
drivewa 0 enin s.
~on the site plan, staff recommends using a different line thickness to depict
the ro ert line.
S:IPlanningISHAREDIWPIPROJECTSIAII Brite Car WashlMSPM 03-00911 ST REVIEW COMMENTS.doc
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1 st REVIEW COMMENTS
Maior Site Plan Modification
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: l;t review plans identified as a Maior Site Plan Modification with an August II. 2003 Planning and
Zoning Deoartment date stamp marking.
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. Since the site does n
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumpster.
10/14/<1
7. There is a conflict between the ro osed location and an existin Live Oak.
8. The proposed location for the dumpster enclosure is not accessible eit er
horizontally or vertically for Solid Waste pick up. It is recommended that e
enclosure be rotated 900 (dumpster enclosure opening to the south). This wi
address the horizontal approach issues. The Live Oak will need to b
removed or trimmed for vertical dumpster pick up. If a different location is
desired please provide information on its placement and it will be evaluated.
2. Indicate by note that the site dumpster enclosure shall be constructed in
accordance with City Standard Drawing G-4.
3. The minimum dumpster pad shall measure 10 feet x 10 feet (inside dimension
including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article III,
Section 9.A.9.a.)
4. Indicate by note that the required gates for the dumpster shall contain long
steel rods to drop into the pavement in order to secure the gates in the open
and closed positions. Drilled holes (for concrete) or metal sleeves (for
asphalt) shall be provided for the locking rods.
5. Walls for the enclosure shall be provided on three sides and are to be a
minimum of 6 fl. high and shall be CBS construction with a finish matching
that of the adjacent buildings(s). Accent shrubs shall be provided along the
screen walles) (LDR, Chapter 7.5, Article II, Section 5.l, and Article III,
Section 9.A.9.a, and Chapter 9, Section IO.C.3.)
6. Provide a minimum turning radius of 60 feet to approach the dumpster.
Provide a minimum backing clearance of 60 feet (measured from the front
edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J.2.b.)
PUBLIC WORKS - Traffic
Comments:
9. Provide a traffic anal sis and notice of concurrenc Traffic Performance
IlYl4I03
1ST REVIEW COMMENTS
08/26/03
2
DEPARTMENTS
INCLUDE
REJECT
Standards Review) from Palm Beach County Traffic Engineering.
10. 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. 13d~ll,,",dt.... una JtIil'e the
HLoud;ue; AlI..a" (Wht;lt: applicaole LUK, Chapll;l 2, S~d~UH I1.J), ~udude a
.pa.,'effleHt mgri:ag~ iN :"8118\: iflBieatiflg "~Je Pa.l~~1l5 Luadiug Zuu,,-". See
City Standard Drawings "K" Series for striping details.
I I. Provide a one-way arrow sign in the median. Also it is recommended that
you use a one-way arrow sign atop the stop sign to indicate one-way traffic
for southbound US I traffic.
12. Show a stop bar and sign at the intersection of the exit drive from the cm'wash
and the ingress driveway for traffic c~ntro1. ,Show. stop b~rs a,t bod) (fgress
driveways. Wlc\<n ::>\up bca (J] no.-I-n dV\\J(""C"'I) Mtl '5<'
.0, lIul t::nk-r' <,Tn btlc"\L c( ~to -';)1('n' l<t1d (ji-)L Ltlo~~ ICUll
UTILITIES
"3
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Vlue i).JtUf';.
Comments:
13. All utility easements shall be shown on the site plan and landscape drawings
(as well as the water and sewer plan sheet) so that we may determine which
trees may interfere with utilities. In general, palm trees will be the only
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.
(3/14
~
16. No provisions are shown for the recycling of the car wash water as part of the
conservation of potable water. Current requirements necessitate this
approach; please provide.
:3
14. Fire flow calculations will be required demonstrating the City Code
requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV,
Section 16, or the requirement imposed by insurance underwriters, whichev
is greatcr (CODE, Section 26-16(b)).
IS. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable
water. City water may not, therefore, be used for irrigation where other
sources are readily available.
1ST REVIEW COMMENTS
08/26/03
3
DEPARTMENTS
INCLUDE REJECT
17. The waste stream from the car washing process must meet the City's
pretreatment requirements. A sampling point may be required to allow
monitoring of this waste stream (refer to CODE Section 26-143, Section 26-
147).
ENGINEERING DIVISION
Comments:
18. 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 (L WDD), 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 ermit re uesl.
19. Numerous omissions have been noted on these proposed plans and in this
review comments report. Drawings need to be thoroughly checked and
coordinated by the consulting engineer. It is the responsibility of the
consulting engineer to familiarize himself with the City of Boynton Beach
Land Development Regulations prior to submission of plans. Quality control
is the responsibility of the consulting engineering - not the City of Boynton
Beach.
~/I4f
23. Palm Beach County Health Department permits will be required prior to
issuance of an Ci ermits
24. Provide written and a hic scales on all sheets.
25. Specify use of the FDOT Standard Specifications for Road & Bridge
Construction, and Standard Index, 2000 Editions, as the construction
standard.
26. Show zoning and land use on site characteristics map (Survey) (LOR,
Cha ter 4, Section 7.A.)
27. Show all existing utilities on site development plan (LDR, Chapter 4, Section
IO/IAlu
20. All comments requiring changes and/or corrections to the plans shall be
reflected on all appropriate sheets.
2 I. Please note that changes or revisions to these plans may generate additional
comments. Acceptance of these plans during the TRC process does not
ensure that additional comments may not be generated by the Commission
and at permit review.
22. Any work performed within the Federal Highway right-of-way will require
review, approval and permits from the FDOT.
1ST REVIEW COMMENTS
08/26/03
4
DEPARTMENTS
7.A.3).
28. Show all existing and proposed easements on site development plan (LDR,
Chapter 4, Section 7.A.3).
29. gfi6.. l"I6198Ssd COlt", l-i~t-ing QR fhp. c:,t'" <;Inri bnr1c;;:(''Ap'" Flau.) (LDR, Cllaplt;;I 4,
"0: Sl;,.d~6u 7.D.4:"J< The ligati"'g np<;:;gr c:h':ll1 }?rgHid'i a HHRi.uUUl dVl;Htgt: ligtn
18. d vf vue fvvt t!11ldle. On the lighting plan, specify that the light poles
shall withstand a 140 MPH wind load (LDR, Chapter 23, Article II, Section
A. l.a and Florida Building Code). Provide a note that the fixtures shall be
operated by photo-electrical control and are to remain on until 2:00 a.m.
(LDR, Chapter 23, Article II, Section A. I .a.) Include pole wind loading, and
pole details in conformance with the LDR, Chapter 6, Article IV, Section 11,
Chapter 23, Article I, Section S.B.7 and Chapter 23, Article II, Section A on
the Lighting Plan. Glare, which is readily perceptible at any point at or
beyond the property on which the use is located, is prohibited (LDR, Chapter
2, Section 4.N.7). Lighting shall be directed away from any residential uses
(LDR, Chapter 2, Section 4.N.7). Lighting shall not be used as a form of
advertising in a manner that draws more attention to the building or grounds
at night than in the day (LDR, Chapter 9, Section 1O.F.5). Provide
hotometrics as art of our TRC submittal.
30. It may be necessary to replace or relocate large canopy trees adjacent to light
fixtures to eliminate future shadowing on the parking surface (LDR, Chapte
23, Article II, Section A.l.b).
31. Show sight triangles on the landscape plans (LDR, Chapter 7.5, Article II,
Section 5.H.). Reference FDOT Standard Index 546 for the sight triangles
along Federal Highway. Use 25 foot sight triangles for the driveway on SE
21" Street.
32. 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 Ifeet
above the avement LDR, Cha ter 7.5, Article II, Section 5.H.). eo
33. Landscaped areas shall be protected from vehicular encroachment by a
continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and
Chapter 22, Article II, Section E.) Add Type "D" curb around the landscaped
areas as necessa to rotect landsca in
34. The medians on Federal Highway 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. Please
acknowledge this notice in your comments response and add a note to the
lans with the above stated information.
35. Sidewalks adjacent to parking lots shall be continuous through all driveways
and shall be 6 inches thick within driveways (LDR, Chapter 23, Article II,
Section Pl.
36. Provide a drainage plan and engineer's certification as specified in LDR,
Cha ter 4, Section 7.F.2.
INCLUDE REJECT
3.
3>
1ST REVIEW COMMENTS
08/26/03
5
. .
DEPARTMENTS INCLUDE REJECT
37. Full drainage plans in accordance with the LDR, Chapter 6, Article IV\ /--
Section 5 will be required at the time of permitting. ~M41 3
38. Indicate by note that catch basin and manhole covers shall be bicycle proof - l.
(LDR, Chapter 6, Article IV, Section 5.A.2.g). .\Q'(A( ~
\.......J
FIRE
Comments:
39. Design documents shall demonstrate compliance with LDR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants in
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 gpm is required.
40. Design documents where underground water mains and hydrants are to be
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: NONE
BUILDING DIVISION
Comments:
41. Indicate within the site data the type of construction of the building as defined
in Chapter 6 of the 2001 FBC.
42. Indicate within the site data the occupancy type of the building as defined in
Chapter 3 of the 200 I FBC.
43. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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.
44. 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
reauesl.
45. At time of permit review, submit signed and sealed working drawings of the
prooosed construction.
1ST REVIEW COMMENTS
08/26103
5
, II
DEPARTMENTS INCLUDE REJECT
37. Full drainage plans in accordance with the LDR, Chapter 6, Article IV,
Section 5 will be required at the time of permitting.
38. Indicate by note that catch basin and manhole covers shall be bicycle proof
(LDR, Chapter 6, Article IV, Section 5.A.2.g).
FIRE
Comments:
39. Design documents shall demonstrate compliance with LDR Chapter 6, j 1'~~~
Section 16, which provides requirements for hydrants. Hydrants in "pO'
'i)
commercial applications shall be no more than 300 feet apart and the remotest "'-1l>~
part of any structure shall be no more than 200 feet from a hydrant. ./
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 gpm is required.
40. Design documents where underground water mains and hydrants are to be
provided, must demonstrate that they will be installed, completed, and in V
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: NONE
BUILDING DIVISION
Comments:
41. Indicate within the site data the type of construction of the building as defined
in Chapter 6 of the 200 I FBC.
42. Indicate within the site data the occupancy type of the building as defined in
Chapter 3 of the 2001 FBC.
43. 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 Chapter 6 of ASCE 7, and the
provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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.
44. 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
reauesl.
45. At time of permit review, submit signed and sealed working drawings of the
proposed construction.
1 st REVIEW COMMENTS
Maior Site Plan Modification
D%-
. ~/ .)~
, 0 K'
. C'~ I .?
i o/l'{ 0 >
Project name: All Brite Car Wash
File number: MSPM 03-009
Reference: 1 "review plans identified as a Maior Site Plan Modification with an August 1 I, 2003 Planning and
Zonin~ Denartment date stamn markin~.
DEP ARTMENTS 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. Since the site does not
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumpster.
2. Indicate by note that the site dumpster enclosure shall be constructed in
accordance with City Standard Drawing G-4.
3. The minimum dumpster pad shall measure 10 feet x 10 feet (inside dimension
including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article 1Il,
Section 9.A.9.a.)
4. Indicate by note that the required gates for the dumpster shall contain long
steel rods to drop into the pavement in order to secure the gates in the open
and closed positions. Drilled holes (for concrete) or metal sleeves (for
asphalt) shall be provided for the locking rods.
5. Walls for the enclosure shall be provided on three sides and are to be a
minimum of 6 fl. high and shall be CBS construction with a linish matching
that of the adjacent buildings(s). Accent shmbs shall be provided along the
screen walles) (LDR, Chapter 7.5, Article II, Section 5.J., and Article 1Il,
Section 9.A.9.a, and Chapter 9, Section 1O.C.3.)
6. Provide a minimum turning radius of 60 feet to approach the dumpster.
Provide a minimum backing clearance of 60 feet (measured from the front
edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J.2.b.)
7. There is a conflict between the proposed location and an existing Live Oak.
8. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired please provide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments:
9. Provide a traffic analysis and notice of concurrencv (Traffic Performance
~~
Project name: All Brite Car Wash I !
File number: MSPM 03-009 /O/IL/ () ~
Reference: 1 "review plans identified as a Maior Site Plan Modification with an August 11, 2003 Planning and
Zoning Department date stamp marking
1 st REVIEW COMMENTS
Maior Site Plan Modification
. II
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. Since the site does not
receive or distribute any amounts of materials it may be possible to use roll-
out carts in lieu of a dumpster.
2. Indicate by note that the site dumpster enclosure shall be constructed in
accordance with City Standard Drawing G-4.
3. The minimum dumpster pad shall measure 10 feet x 10 feet (inside dimension
including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article III,
Section 9.A.9.a.)
4. Indicate by note that the required gates for the dumpster shall contain long
steel rods to drop into the pavement in order to secure the gates in the open
and closed positions. Drilled holes (for concrete) or metal sleeves (for
asphalt) shall be provided for the locking rods.
5. Walls for the enclosure shall be provided on three sides and are to be a
minimum of 6 ft. high and shall be CBS construction with a finish matching
that of the adjacent buildings(s). Accent shrubs shall be provided along the
screen wall(s) (LDR, Chapter 7.5, Article II, Section 5.J., and Article III,
Section 9.A.9.a, and Chapter 9, Section 1O.C.3.)
6. Provide a minimum turning radius of 60 feet to approach the dumpster.
Provide a minimum backing clearance of 60 feet (measured from the front
edge of the dumpster pad.) (LDR, Chapter 2, Section 1l.J.2.b.)
7. There is a conflict between the proposed location and an existing Live Oak.
8. The proposed location for the dumpster enclosure is not accessible either
horizontally or vertically for Solid Waste pick up. It is recommended that the
enclosure be rotated 900 (dumpster enclosure opening to the south). This will
address the horizontal approach issues. The Live Oak will need to be
removed or trimmed for vertical dumpster pick up. If a different location is
desired please provide information on its placement and it will be evaluated.
PUBLIC WORKS - Traffic
Comments:
9. Provide a traffic analvsis and notice of concurrencv (Traffic Performance
1ST REVIEW COMMENTS
08/26/03
5
7
, II
DEPARTMENTS INCLUDE REJECT
37. Full drainage plans in accordance with the LOR, Chapter 6, Article IV,
Section 5 will be required at the time of permitting.
38. Indicate by note that catch basin and manhole covers shall be bicycle proof
(LDR, Chapter 6, Article IV, Section 5.A.2.g).
FIRE
Comments: :1
39. Design documents shall demonstrate compliance with LDR Chapter 6,
Section 16, which provides requirements for hydrants. Hydrants in
commercial applications shall be no more than 300 feet apart and the remotest
part of any structure shall be no more than 200 feet from a hydrant.
Connections shall be to mains no less than 6 inches in diameter. In addition
to domestic requirements at a residual pressure of not less than 20 psi, a fire
flow of at least 1500 gpm is required.
40. Design documents where underground water mains and hydrants are to be
provided, must demonstrate that they will be installed, completed, and in
service prior to construction work per the Florida Fire Prevention Code,
(2000) Section 29-2.3.2.
POLICE
Comments: NONE
BUILDING DIVISION
Comments:
41. Indicate within the site data the type of construction of the building as defined ~
in Chapter 6 of the 2001 FBC.
42. Indicate within the site data the occupancy type of the building as defined in V
Chapter 3 of the 2001 FBC.
43. 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 Chapter 6 of ASCE 7, and the t/ ~
provisions of Section 1606 (Wind Loads) of the 200 I FBC. 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.
44. Add to all plan view drawings of the site a labeled symbol that represents the VI
location and perimeter of the limits of construction proposed with the subject
request.
45. At time of permit review, submit signed and sealed working drawings of the V
oroposed construction.
-<
1ST REVIEW COMMENTS
08/26/03
6
DEPARTMENTS INCLUDE REJECT
46. Add to the building that is depicted on the drawing titled site plan and floor /
plan a labeled symbol that identifies the location of the handicap accessible
entrance doors to the building. 2001 FBC, Sections 11-4.1.2 and 11-4.3.
47. The building plans are not being reviewed for compliance with the applicable I V
building codes. Therefore, add the words "Floor plan layout is conceptual"
below the drawing titled Floor Plan.
48. Add a labeled symbol to the site plan drawing that represents and delineates
the path of travel for the accessible route that is required between the
accessible parking spaces and the accessible entrance doors to the building.
The installed symbol, required along the path, shall start at the accessible
parking spaces and terminate at the accessible entrance doors to the building.
The symbol shall represent the location of the path of travel, not the location
of the detectable warning or other pavement markings. The location of the ,
accessible path shall not compel the user to travel in a drive/lane area that is V
located behind parked vehicles. Identify on the plan the width of the
accessible route. (Note: The minimum width required by the code is forty-
four (44) inches). Add text to the drawing that would indicate that the symbol
represents the accessible route and the route is designed in compliance with
Section 11-4.3 (Accessible Route) and 11-4.6 (Parking and Passenger
Loading Zones) of the 200 I FBC. Please note that at time of permit review,
the applicant shall provide detailed documentation on the plans that will
verify that the accessible route is in compliance with the regulations specified
in the 200 I FBC. This documentation shall include, but not be limited to,
providing finish grade elevations along the path of travel.
49. 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 V
_' _ 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."
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).
50. On the drawing titled site plan, identify and label the symbol that represents V
the properlY line.
51. Indicate on the floor plan drawing within the footprint of the building the /
primary use of the building. If the building is an expansion of an existing
buildinl!, indicate with the footprint of the new and existing building the
1ST REVIEW COMMENTS
08/26/03
7
DEPARTMENTS INCLUDE REJECT
primary use of the building.
52. If capital facility fees (water and sewer) have been paid in advance to the City
of Boynton Beach Utilities Department, the following information shall be
provided at the time of building permit application: J
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) ./
53. Clearlv show the main entrance where patrons will enter the building. V /
54. Will this be one tenant or two separate tenants? These are two separate /
occupancies according to the 2001 FBC. Proper tenant separati,m and
separate sanitarv facilities shall be reauired.
55. A permit from the EPA shall be required prior to submitt~~~f plans for J
building permit application. Contact the Denartment at 561-681 -6600.
-,
PARKS AND RECREATION
Comments: NONE
FORESTER/ENVIRONMENTALIST
Comments:
56. Landscape Plan
All canopy trees shown on the Plant Material List must include in the size
specifications a minimum of 12 feet-14 feet height, and 3 inch caliper@
DBH, (Grades and Standards) [Environmental Regulations, Chapter 7.5,
Article II Sec. S.C. 2.]
57. Shrubs, and hedges should be specified with heights and spreads of the plant
materials. Ficus species are prohibited from being planted in the City.
[Environmental Regulations, Chapter 7.5, Article II Sec. 5. C. 3. N.]
58. Cypress mulch is prohibited from use in the City. [Environmental
Regulations, Chapter 7.5, Article II Sec. S.C. 3.N.]
59. The landscape design does include the City signature trees (Tibochina
granulosa), however these trees must meet the minimum size specifications
for trees. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C.3.N.]
60. The Federal Highway road right-of-way (if unpaved) must receive Floritam
sod and irrigation coverage. rEnvironmental Regulations, Chapter 7.5, Article
1ST REVIEW COMMENTS
08/26103
7
~~,\~'03
ID
DEPARTMENTS INCLUDE REJECT
primary use of the building.
52. If capital facility fees (water and sewer) have been 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 numberCs) 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)
53. Clearly show the main entrance where patrons will enter the buildinl!.
54. Will this be one tenant or two separate tenants? These are two separate
occupancies according to the 200 I FBC. Proper tenant separation and
separate sanitary facilities shall be required.
55. A permit from the EPA shall be required prior to submittal of plans for
building permit application. Contact the Department at 561-6810-6600.
PARKS AND RECREATION
Comments: NONE
FORESTER/ENVIRONMENTALIST
Comments:
56. Landscape Plan
All canopy trees shown on the Plant Material List must include in the size V -----
specifications a minimum of 12 feet-14 feet height, and 3 inch caliper@
DBH, (Grades and Standards) [Environmental Regulations, Chapter 7.5,
Article II Sec. 5.C. 2.]
57. Shrubs, and hedges should be specified with heil!hts and spreads of the plant /
-
materials. Ficus species are prohibited from being planted in the City.
[Environmental Regulations, Chapter 7.5, Article II Sec. 5. C. 3. N.]
58. Cypress mulch is prohibited from use in the City. [Environmental V
Regulations, Chapter 7.5, Article II Sec. S.C. 3.N.]
59. The landscape design does include the City signature trees (Tibochina V ,/
granulosa), however these trees must meet the minimum size specifications
for trees. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C.3.N.]
--
60. The Federal Highway road right-of-way (if unpaved) must receive Floritam V
sod and irrigation coverage. rEnvironmental Regulations, Chapter 7.5, Article
1 ST REVIEW COMMENTS
08/26103
8
. "
DEPARTMENTS INCLUDE REJECT
II Sec. S.C. 2.]
61. Irril!ation Plan ----
There is no irrigation system design included with the site plans. ~
[Environmental Regulations, Chapter 7.5, Article II Sec. SA.]
62. Turf and landscape (bedding plants) areas should be designed on separate
zones and time duration for water conservation. 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.]
PLANNING AND ZONING
Comments:
63. Identify the Official Zoning District and Future Land Use designation for the
subiect property.
64. In the site plan tabular data, provide an itemized list of the area (expressed in
square feet) of each use within the building, such as restaurant, restrooms, car
wash tunnel, etc.
65. The site plan tabular data should include the number and ratio of required and
provided off-street parkin~ spaces (Chapter 4, Section 7.E.5.).
66. The site plan tabular data should indicate the number of existing parking
spaces that are to be eliminated as a result of the project.
67. The site plan tabular data should indicate the height of buildings / canopies
(Chapter 4, Section 7.E.5). The dimensions should correspond with the
dimension shown on the elevations.
68. A traffic impact statement is required prior to the Technical Review
Committee meetin~ (Chanter 4. Section 8.F.).
69. A drainage statement is required prior to the Technical Review Committee
meeting (Chapter 4, Section 7.F.2.). The drainage statement is subject to
review bv the En~ineerin~ Division of Public Works.
70. Provide a separate scaled drawing (paving, grading, & drainage plan)
showing flow arrows, elevations, and proposed drainage structures. This plan
will be subject to review and approval of the Engineering Division of Public
Works (Chapter 4, Section 7.F.I.).
71. Provide a detail of all directional signs, including the "Wash Menu Sign" and
"Traffic Directional Sign", including their respective colors, dimensions, and
materials. The "Traffic Directional Sign" must be at least iO feet from the
property line.
n. Provide elevations of the outdoor canopies.
73. All signage lS subject to reVIew and approval of the Community
Redevelopment Agency and City Commission. Will there be monument sign
proposed for the project? If so, on the site plan, indicate its location and
provide a detail of the silffi area, including the dimensions, exterior finish, and
Facsimile
TRANSMITTAL
CITY OF BOYNTON BEACH
100 E. BOYNTON BEACH BOULEVARD
P.O. BOX 310
BOYNTON BEACH, FLORIDA 33425-0310
PHONE: (561) 742-6260
FAX: (561) 742-6259
PLANNING AND ZONING DIVISION
to: Don Arpin
fax#: 954-772- 7478
date: August 26, 2003
from: Eric Johnson, AICP
re: 1>1 REVIEW COMMENTS FOR All Brite Car Wash
Attached, you will find the 1 st review comments for the above referenced project.
The Technical Review Committee (TRC) meeting is tentatively scheduled for
October 14, 2003. In order to maintain the current project review schedule,
provide the following documents at the TRC meeting:
1. Revise your plans so that they affirmatively address each of the 1 st review comments.
Bring 10 sets of the revised plans to the scheduled TRC meeting. Each set of plans
should be complete, stapled, and folded. Do not bring incomplete, unstapled plans to the
TRC rneeting. Please note that the new sets of plans should contain the same plan type
(i.e. survey, site plan, landscape plan, floor plan, drainage plan, etc.) as that of the
original subrnittal.
2. Address each cornrnent with a written response. Each written response should briefly
summarize how the comment has been addressed on the revised plans. At the TRC
meeting, please provide 10 copies of your written responses. You may also include
supplemental information. The written responses promote efficient review of your plans
during the TRC rneeting.
3. Submit any additional information as requested within the attached comments; ( i.e.
traffic irnpact analysis I staternent, drainage certification, concurrency docurnents, etc.).
4. Submit 2 sets of reduced sized copies of your plans (survey, site plan, elevations,
landscape plans, etc.). One set should be sized 8 W' x 11" and the other sized 11" x 17",
These reduced sized plans will be used for the final report and public presentation.
If you have questions regarding the attached comments, please contact the
TRC representative or designee (listed below) that generated the comment.
DEPARTMENT REPRESENTATIVE REPRESENTATIVES' PHONE FAX
DESIGNEE
Engineering Dave Kelley Laurinda Logan 742-6482 742-6485
Building Don Johnson Timothy Large 742-6352 742-6352
Fire Departrnent Steve Gale Bob Borden 742-6602 364-7382
Rodger Kemmer 742-6753 742-6357
Police Department Marshall Gage John Huntington 737-6167 737-3136
Utilities Pete Mazzella H. David Kelley Jr. 742-6401 742-6485
Public Works-General Larry Quinn Laurinda Logan 742-6482 742-6485
Public Works-Traffic Jeffrey Livergood Laurinda Logan 742-6482 742-6485
Parks & Recreation John Wildner N/A 742-6227 742-6233
Forester/Environmentalist Kevin Hallahan Kevin Hallahan 742-6267 742-6259
Planning & Zoning Michael Rumpf, Eric Johnson 742-6262 742-6259
CHAIRMAN
If the plans are complete and all cornrnents are adequately addressed following the TRC meeting
(2nd review), the project is then forwarded to either the Planning and Development Board or
Cornrnunity Redeveloprnent Agency Board.
Note: Iterns recognized by staff as typically outstanding at this point include a traffic
report and/or confirmation of the traffic concurrency approval frorn the Palrn Beach
County Traffic division, drainage certification by a licensed engineer, signed "Rider to
Site Plan Application" form, and colored elevations of the proposed project. This
information is necessary for the project to proceed to any public rneetings. If you have
submitted this information, please disregard this note.
The applicant should not attend a TRC meeting (2nd review) until all documents have been
revised and copied for staff review. TRC meetings can be scheduled every Tuesday. If you
anticipate that your plans will not be fully revised nor will they adequately address the comrnents
by the TRC date, contact Sherie Coale at (561) 742-6260 by the Thursday prior to that TRC
meeting to reschedule. It is better to postpone a TRC meeting to a later date than to attend a
TRC rneeting only to pay for additional TRC reviews. Please note the remainder of the project
review schedule (for the Public Hearing and City Commission) may be changed as a result of
postponing the TRC meeting.
Revised OS/29103
S:\Planning\SHARED\WP\PROJECTS\A1l Brite Car WashlMSPM 03-009\181 Review comments FAX COVER,doc
DEPARTMENT OF DEVELOPMENT
MEMORANDUM NO. PZ 03-196
TO:
TRC MEMBERS
R.vd~cl Kbllllllt::I, File rrotectief1 EroinAer
KPo\lin ~~II!:1h71~. j;'eFester,'CRvi.olllllcllti::lllst
JeAF! IlulltJllglon, Puli\..c De198Rment
J.l. David "'elley Jr., utllmes Dep'" [II ,,,I It
r Timntl:1y K. laFll8, !;lljiIEliR!l Division
~~ I ~II, (t:nglneenng1 Public vvorKs-G~II",al
n Ildner, Parks Dlvtslon -
_ LauriAsa logan. Fnginp.p.rin~ Dep3rtm0At
'"Erie Ighnc:.nn Pbnning ng,p;::lrtment ~
Maxime Ducoste Amedee, Planning Department
~
FROM:
Edgar Breese tI:7l
Principal Planner, Planning and Zoning
RE:
August 12, 2003
SITE PLAN REVIEW PROCEDURES
DATE:
1ST Review - Major Site Plan Modification
Project - All Brite Car Wash
Location - 2015 S. Federal Highway
Agent Don Arpin
File No. MSPM 03-009
Find attached for your review the plans and exhibits for the above-referenced project. Please review the
plans and exhibits and transmit formal written comments. Comments should be made available
via e-mail to Sherie Coale and I no later than 5:00 P.M. on Mondav. Auaust 25. 2003. When
preparing your comments, please separate them into two categories; code deficiencies with code
sections referenced and recommendations that you believe will enhance the project.
Adhering to the following review guidelines will promote a comprehensive review and enable the
applicant to efficiently obtain Technical Review Committee approval:
1. Use the review standards specified in Part IV, Land Development Regulations, Site Plan Review
and the applicable code sections of the Code of Ordinances to review and formulate commenls.
2. The documents submitted for the project were detennined to be substantially complete with the
exception of traffic data, however, if the data provided to meet the submittal requirements is
insufficient to properly evaluate and process the project based on the review standards or the
documents show code deficiencies, additional data and/or corrections should be requested by the
reviewer by contacting Eric Johnson, or myself.
3. Each comment shall reference the section of the code that is incorreclly depicted on the
documents.
4. Technical Review Committee member(s) shall identify in their comments when the plans depict or
when the location and installation of their departmental required improvements may conflict wilh
other departmental improvements.
Page 2
5. When a TRC Member finds a code deficiency that is outside of his/her review responsibility, the
comment and the specific code section may be included in their review comments with the name of
the appropriate TRC Member that is responsible for the review specified.
6. If a TRC member finds the plans acceptable, he/she shall forward a memorandum, within the time
frame stated above, to me. The memorandum shall state that the plans are approved and that they
do not have any comments on the plans submitted for review and that they recommend the project
be forwarded through the approval process.
All comments shall be typed, addressed and transmitted or e-mailed to Sherie Coale and I for distribution
to the applicant. Please include the name and phone number of the reviewer on this memorandum or e-
mail. Eric Johnson will be the Planning and Zoning staff member coordinating the review of the project.
First review comments will be transmitted to the applicant along with a list of Technical Review Committee
(TRC) members.
MWR:sc
Attachment
XC: Steve Gale, Fire Marshal
Bob Borden, Deputy Fire Marshal
Marshall Gage, Police Department
Pete Mazzella, Assistant Dir. Of Utilities
Jeffrey Livergood, Public Works Director
Don Johnson, Building Division
S:IPlanningISHAREDlWPIPROJECTSIAlI Brite Car WashlMSPM 03-0091TRC Memo for 1 st Plans Review .doc
Revised 1/14/02
ALL-BRITE CAR WASH
MSPM 03-009
1st Review Planning
August25,2003
Identify the Official Zoning District and Future Land Use designation for the subject property.
In the site plan tabular data, provide an itemized list of the area (expressed in square feet) of each
use within the building, such as restaurant, restrooms, car wash tunnel, etc.
The site plan tabular data should include the number and ratio of required and provided off-street
parking spaces (Chapter 4, Section 7.E.5.).
The site plan tabular data should indicate the number of existing parking spaces that are to be
eliminated as a result of the project.
The site plan tabular data should indicate the height of buildings / canopies (Chapter 4, Section
7.E.5). The dimensions should correspond with the dimension shown on the elevations.
A traffic impact statement is required prior to the Technical Review Committee meeting (Chapter
4. Section 8.F.).
A drainage statement is required prior to the Technical Review Committee meeting (Chapter 4,
Section 7.F.2.). The drainage statement is subject to review by the Engineering Division of
Public Works.
Provide a separate scaled drawing (paving, grading, & drainage plan) showing flow arrows,
elevations, and proposed drainage structures. This plan will be subject to review and approval of
the Engineering Division of Public Works (Chapter 4, Section 7.F.1.).
Provide a detail of all directional signs, including the "Wash Menu Sign" and "Traffic Directional
Sign", including their respective colors, dimensions, and materials. The "Traffic Directional
Sign" must be at least I 0 feet from the property line.
Provide elevations of the outdoor canopies.
All signage is subject to review and approval of the Community Redevelopment Agency and City
Commission. Will there be monument sign proposed for the project? If so, on the site plan,
indicate its location and provide a detail of the sign area, including the dimensions, exterior
finish, and letter color(s) (Chapter 4, Section 7.D.).
All signage is subject to review and approval of the Community Redevelopment Agency and City
Commission. The elevations shall indicate the location ofthe proposed wall signs, including their
dimensions, sign type, and letter colors. The cumulative area for all wall signs shall be in
compliance with Chapter 21, Article IV, Section 2.B.
Include a color rendering of all elevations prior to the Technical Review Committee meeting
(Chapter 4, Section 7.D.2.).
The roots of the Ficus species can cause damage to public roadways or other public works.
Substitute the Ficus hedge with alternative hedge material subject to City Forester /
Environmentalist approval (Chapter 7.5, Article II, Section C.2.).
All trees shall be at minimum 12 feet overall height and 3 caliper inches when planted (Chapter
7.5, Article II, Section 5.C.2.).
The site plan should indicate all proposed buildings, uses, and accessory structures. Setbacks,
traffic control markings, fire hydrant location, and signage are necessary elements of the site plan.
The landscape buffer adjacent to the Southeast 21" Avenue right-of-way shall be seven (7) feet in
width and contain two layers of plant material. The first layer shall be a combination of colorful
groundcover plants and a minimum of two colorful shrub species planted in a continuous row.
The next layer shall consist of a continuous hedge or decorative site wall. The continuous hedge
(2nd layer) shall be a minimum of 24 inches in height, 24 inches in spread and planted with tip-to-
tip spacing immediately after planting. The hedge shall be maintained at four (4) feet (Chapter
7.5, Article II, Section S.D.).
The signature trees shall have a minimum of six (6) feet of clear trunk to preserve the clear sight
area.
All above ground mechanical equipment such as exterior utility boxes, meters, transformers, and
back-flow preventers shall be visually screened with appropriate landscaping / hedge material
(Chapter 9, Section 10.CA.).
Provide a dumpster enclosure detail. The dumpster enclosure shall resemble with respect to the
color and materials, the design of the principal buildings and shall be integrated with other site
elements (Chapter 9, Section 10.E.3.). On the site plan, place a note indicating this requirement.
Provide a detail or typical of all outdoor freestanding lighting fixtures. The detail must include
the pole material, height, and color. 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.).
The width of the driveway openings is subject to the Engineering Division of Public Works'
review and approval. Driveway openings shall be at minimum 25 feet in width (for 2-way traffic)
and no more than 36 feet in width (Chapter 23, Article II.H.). On the site plan, indicate the width
of all driveway openings.
On the site plan, staff recommends using a different line thickness to depict the property line.
Coordinate with the City Forester / Environmentalist regarding the installation of brick pavers
and palm trees within the U.S. I right-of-way.
S:\Planning\Shared\Wp\Projects\All Brite Car Wash\MSPM 03-009\Planning 1st review.doc
CITY OF BOYNTON BEACH, FLORIDA
INTER-OFFICE MEMORANDUM
/
TO:
FILE: MSPM 03-009
Michael W. Rumpf
Dir. of Planning & Zoning
FROM:
Off. John Huntington
Police Department
CPTED Practitioner
DATE:
8/22/03
SUBJECT: ~~l Brite ca~
REFERENCES: Site Plan
ENCLOSURES:
I have viewed the above building plans and have the following comments:
No Comments
~
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 03-171
RE:
Michael W. Rumpf, Director, Planning and Zoning
Laurinda Logan, P.E., Senior Engineer:s-'
August22,2003 ('
Review Comments "------,
Major Site Plan Modification - 1 st Review
All-Brite Car Wash
File No. MSPM 03-009
TO:
FROM:
DATE:
The above referenced Site Plans, forwarded on August 13, 2003, were reviewed by representatives from
Public Works, Engineering, and Utilities against the requiremenls outlined in the City of Boynton Beach
Code of Ordinances. Following are our comments with the appropriate Code and Land Development
Regulations (LDR) referenced.
PUBLIC WORKS - GENERAL
1. Prior to permit application contact the Public Works Department (561-742-6200) regarding the
storage and handling of refuse. Since the site does not receive or distribute any amounts of
materials it may be possible to use roll-out carts in lieu of a dumpster.
2. Indicate by note that the site dumpster enclosure shall be constructed in accordance with City
Standard Drawing G-4.
3. The minimum dumpster pad shall measure 10 ft. x 10 ft. (inside dimension including gates). (LDR,
Chapter 7.5, Article II, Section 5.J. and Article Ill, Section 9.A.9.a.)
4. Indicate by note that the required gates for the dumpster shall contain long steel rods to drop into the
pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete)
or metal sleeves (for asphalt) shall be provided for the locking rods.
5. Walls for the enclosure shall be provided on three sides and are to be a minimum of 6 ft. high and
shall be CBS construction with a finish matching that of the adjacent buildings(s). Accent shrubs
shall be provided along the screen wall(s) (LDR, Chapter 7.5, Article II, Section 5.J., and Article Ill,
Section 9A9.a, and Chapter 9, Section 10.C.3.)
6. Provide a minimum turning radius of 60 ft. to approach the dumpster. Provide a minimum backing
clearance of 60 ft. (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, Section
11.J.2.b.)
7. There is a conflict between the proposed location and an existing Live Oak.
8. The proposed location for the dumpster enclosure is not accessible either horizontally or vertically for
Solid Waste pick up. It is recommended that the enclosure be rotated 900 (dumpster enclosure
Department of Development, En~ineering Division Memo No. 03-171
Major Site Plan Modification _15 Review
August22,2003
Page 2
opening to the south). This will address the horizontal approach issues. The Live Oak will need to
be removed or trimmed for vertical dumpster pick up. If a different location is desired please provide
information on its placement and it will be evaluated.
PUBLIC WORKS - TRAFFIC
9. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from
Palm Beach County Traffic Engineering.
10. 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, direclional arrows and "Do Not Enter" signage, etc.
Delineate and stripe the "Loading Area" (where applicable - LDR, Chapter 2, Section 11.J); include a
pavement message in yellow indicating "No Parking - Loading Zone". See City Standard Drawings
"K" Series for striping details.
11. Provide a one-way arrow sign in the median. Also it is recommended that you use a one-way arrow
sign atop the stop sign to indicate one-way traffic for southbound US 1 traffic.
12. Show a stop bar and sign at the intersection of the exit drive from the carwash and the ingress
driveway for traffic control. Show stop bars at both egress driveways.
ENGINEERING
13. 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
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.
14. Numerous omissions have been noted on these proposed plans and in this review comments report.
Drawings need to be thoroughly checked and coordinated by the consulting engineer. It is the
responsibility of the consulting engineer to familiarize himself with the City of Boynton Beach Land
Development Regulations prior to submission of plans. Quality control is the responsibility of the
consulting engineering - not the City of Boynton Beach.
15. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
16. Please note that changes or revisions to these plans may generate additional comments.
Acceptance of these plans during the TRC process does not ensure that additional comments may
not be generated by the Commission and at permit review.
17. Any work performed within the Federal Highway right-of-way will require review, approval and
permits from the FDOT.
Oepartment of Oevelopment, En~ineering ~ivision Memo No. 03-171
Major Site Plan Modification - 1 s Review
August22,2003
Page 3
18. Palm Beach County Health Oepartment permits will be required prior to issuance of any City permits.
19. Provide written and graphic scales on all sheets.
20. Specify use of the FOOT Standard Specifications for Road & Bridge Construction, and Standard
Index, 2000 Editions, as the construction standard.
21. Show zoning and land use on Site Characteristics Map (Survey) (LOR, Chapter 4, Section 7.A.)
22. Show all existing utilities on Site Oevelopment plan (LOR, Chapter 4, Section 7.A.3).
23. Show all existing and proposed easements on Site Oevelopment plan (LOR, Chapter 4, Section
7.A.3).
24. Show proposed site lighting on the Site and Landscape plans (LOR, Chapter 4, Section 7.BA.) The
lighting design shall provide a minimum average light level of one foot-candle. On the Lighting Plan,
specify that the light poles shall withstand a 140 MPH wind load (LOR, Chapter 23, Article II, Section
A.1.a and Florida Building Code). Provide a note that the fixtures shall be operated by photo-
electrical control and are to remain on until 2:00 a.m. (LOR, Chapter 23, Article II, Section A.1.a.)
Include pole wind loading, and pole details in conformance with the LOR, Chapter 6, Article IV,
Section 11, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A on the Lighting
Plan. Glare, which is readily perceptible at any point at or beyond the property on which the use is
located, is prohibited (LOR, Chapter 2, Section 4.N.7). Lighting shall be directed away from any
residential uses (LOR, Chapter 2, Section 4.N.7). Lighting shall not be used as a form of advertising
in a manner thai draws more attention to the building or grounds at night than in the day (LOR,
Chapter 9, Section 10.F.5). 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!
25. 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).
26. Show sight triangles on the Landscape plans (LOR, Chapter 7.5, Article II, Section 5.H.). Reference
FOOT Standard Index 546 for the sight triangles along Federal Highway. Use 25 foot sight triangles
for the driveway on SE 21 st Sl.
27. 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' and 6' above the pavement (LOR, Chapter 7.5, Article II,
Section 5.H.).
28. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb
(LOR, Chapter 7.5, Article II, Section SA and Chapter 22, Article II, Section E.) Add Type "0" curb
around the landscaped areas as necessary to protect landscaping.
29. The medians on Federal Highway 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. Please
Department of Development, En~ineering Division Memo No. 03-171
Major Site Plan Modification - 1 S Review
August 22, 2003
Page 4
acknowledge this notice in your comments response and add a note to the plans with the above
stated information.
30. Sidewalks adjacent to parking lots shall be continuous through all driveways and shall be 6 in. lhick
within driveways (LDR, Chapter 23, Article II, Section Pl.
31. Provide a Drainage Plan and engineer's certification as specified in LDR, Chapter 4, Section 7.F.2.
32. Full drainage plans in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at
the time of permitting.
33. Indicate by note that catch basin and manhole covers shall be bicycle proof (LDR, Chapter 6, Article
IV, Section 5.A.2.g).
UTILITIES
34. No utility plan was included in this submittal, therefore, the Utilities Department considers this plan
incomplete as submitted. However, the proposed Site Plan is an existing site located as noted,
where utility support is available. We are providing a cursory review of the proposed site plan as
submitted at this time. Additional comments may be required after a utility plan has been submitted.
35. All utility easements shall be shown on the site plan and landscape drawings (as well as the Water
and Sewer Plan Sheet) so that we may determine which trees may interfere with utilities. In general,
palm trees will be the only 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
rig hts-of -way.
36. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. 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)).
37. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. City water may not,
therefore, be used for irrigation where other sources are readily available.
38. No provisions are shown for the recycling of the car wash water as part of the conservation of potable
water. Current requirements necessitate this approach; please provide.
39. The waste stream from the car washing process must meet the City's pretreatment requirements. A
sampling point may be required to allow monitoring of this waste stream (refer to CODE Section 26-
143, Section 26-147).
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
Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail)
S:\Engineering\Kribs\AIl-Brite Car Wash, Major Site Plan Mod. - 1st Review.doc
/
DATE: August 18, 2003
List of Acronvms/Abbreviations:
ASCE - American Society of Civil
Engineers
CBB - City of Boynton Beach
CBBCO - City of Boynton Beach
Code of Ordinances
CBBCPP - City of Boynton Beach
Comprehensive Plan Policy
CFR - Code of Federal Regulations
EPA - Environmental Protection Agency
FBC - Florida Building 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
Manaqement District
DEPARTMENT OF DEVELOPMENT
BUILDING DIVISION
MEMORANDUM NO. 03-173
TO: Michael W. Rumpf
Director of Planning and Zoning
FROM: Timothy K. Large 6~
TRC Member/Building DIvIsion
SUBJECT: Project - All Brite Car Wash
File No. - MSPM 03-009 - 1st review
We have reviewed the subject plans and recommend that the request be forwarded for Board review
with the understanding that all remaining comments will be shown in compliance on the working
drawings submitted for permits.
BuildinQ Division (Site Specific and Permit Commentsl- Timothv K. Large (5611742-6352
1 Indicate within the site data the type of construction of the building as defined in Chapter 6 of the
2001 FBC.
2 Indicate within the site data the occupancy type of the building as defined in Chapter 3 of the 2001
FBC.
3 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
Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 FBC.
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.
4 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.
5 At time of permit review, submit signed and sealed working drawings of the proposed
construction.
6 Add to the building that is depicted on the drawing titled site plan and floor plan a labeled symbol
that identifies the location of the handicap accessible entrance doors to the building. 2001 FBC,
Sections 11-4.1.2 and 11-4.3.
7 The building plans are not being reviewed for compliance with the applicable building codes.
Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan.
8 Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for
the accessible route that is required between the accessible parking spaces and the accessible
entrance doors to the building. The installed symbol, required along the path, shall start at the
accessible parking spaces and terminate at the accessible entrance doors to the building. The
S'IOevelopmentIBuilding\TRCITRC 2003\AII Brite Car Wash
Page 1 0'2
symbol shall represent the location of the path of travel, not the location of the detectable warning
or other pavement markings. The location of the accessible path shall not compel the user to
travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of
the accessible route. (Note: The minimum width required by the code is forty-four (44) inches).
Add text to the drawing that would indicate that the symbol represents the accessible route and
the route is designed in compliance with Section 11-4.3 (Accessible Route) and 11-4.6 (Parking
and Passenger Loading Zones) of the 2001 FBC. Please note that at time of permit review, the
applicant shall provide detailed documentation on the plans that will verify that the accessible
route is in compliance with the regulations specified in the 2001 FBC. This documentation shall
include, but not be limited to, providing finish grade elevations along the path of travel.
9 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 OO-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).
10 On the drawing titled site plan, identify and label the symbol that represents the property line.
11 Indicate on the floor plan drawing within the footprint of the building the primary use of the
building. If the building is an expansion of an existing building, indicate with the footprint of the
new and existing building the primary use of the building.
12 If capital facility fees (water and sewer) have been 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)
13 Clearly show the main entrance where patrons will enter the building.
14 Will this be one tenant or two separate tenants? These are two separate occupancies according
to the 2001 FBC. Proper tenant separation and separate sanitary facilities shall be required.
15 A permit from the EPA shall be required prior to submittal of plans for building permit application.
Contact the Department at 561-6810-6600.
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