CORRESPONDENCE
Department of Engineering
and Public Works
PO. Box 21229
West Palm Beach. FL 33416-1229
(561) 684-4000
www.pbcgov.com
.
Palm Beach County
Board of County
Commissioners
Warren H. Newell. Chairman
Carol A. Roberts. Vice Chair
Karen T. Marcus
Mary McCarty
Burt Aaronson
Tony Masilotti
Addie L. Greene
County Administrator
Robert Weisman
"An Equal Opportunity
Affirmative Action Employer"
J:.X:l.. " .
..-.....
August 8, 2002
Mr. Michael W. Rumpf
Director of Planning & Zoning
Department of Development
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 34425-0310
RE:
Sunbelt Hydraulics
TRAFFIC PERFORMANCE STANDARDS REVIEW
Dear Michael:
The Palm Beach County Traffic Division has reviewed the traffic statement for the project
entitled; Sunbelt Hydraulics. pursuant to the Traffic Performance Standards in Article 15
of the Palm Beach County Land Development Code. The project is summarized as
follows:
Location:
Municipality:
Existing Uses:
Proposed Uses:
New Daily Trips:
Build-out:
Lot 9, West Industrial Park
Boynton Beach
None
12,480 SF Warehouse
59 @ 5% Pass-by
2002
Based on our review, the Traffic Division has determined that the project meets the
Traffic Performance Standards of Palm Beach County.
If you have any questions regarding this determination, please contact me at 684-4030.
Sincerely,
OFFICE OF THE COUNTY ENGINEER
~ef~'MV
Sr. Engineer - Traffic Division
cc: Cunningham & Durrance Consulting engineers Inc.
File: General - TPS - Mun - Traffic Study Review
F :\TRAFFIC\ma\Admin\Approvals\020707 .doc
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! .CUNNINGHAM L DURRANCE
Oil CD~Ll. TING ENGINEERS INC.
i 400 EXECUTIVE CTR. DR.. . 108
I 'WEST PALM BEACH. FLORIDA
i PIOIE (561) 689-5455
D r AX (561) 640-7815
CLIENT. KERNS C[IISTRlICTIDN
PIDJECT.
SUNBELT HYDRAULICS
MONUMENT SIGN DETAIL
DEPARTMENT OF DEVELOPMENT
Planning and Zoning Division
. Building . Planning & Zoning . Occupational Ucenses . Community Redevelopment
July 1, 2002
Mr. Masoud Atefi MSCE, Senior Traffic Engineer
Palm Beach County Traffic Division
Department of Engineering and Public Works
P.O. Box 21229
West Palm Beach, Florida 33416
Re: Traffic Study: Sunbelt Hydraulics
NWSP 02-008
Dear Mr. Atefi:
The enclosed traffic generation statement, prepared by Cunningham & Durrance Consulting
Engineers, Inc. was recently received by Planning and Zoning for the above-referenced
application. Please review the enclosed information for conformance with the County's
Traffic Performance Standards Ordinance, and provide Tim Large, Building Code
Administrator and I with your written response.
If you have questions regarding this matter, please call me at (561) 742-6260.
Sincerely,
~
Michael W. Rumpf
Director of Planning and Zoning
MWRlsc
S:\PlamingISHAREDlWP\PROJECTSlSunbelt HydraulicslTraffic letter to Palm Beach County.doc
City of Boynton Beach. 100 East Boynton Beach Blvd., P.O. Box 310 . Boynton Beach, Florida 33425-0310
Phone: (561) 742-6350 . www.cLboynton-beach.f1.us
CUNNINGHAM & DURRANCE
CONSULTING ENGINEERS, INC.
400 EXECUTIVE CENTER DRIVE, SUITE 108
WEST PALM BEACH, FL. 33401-2919
(561) 689-5455 FAX: (561) 640-7815 E-MAIL: CD CON ENG@AOL.COM
June 27, 2002
Engineering Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Fl. 33425
"
" .
Re: Traffic Statement
Sunbelt Hydraulics
Lot 9, West Industrial Park
Boynton Beach, Florida
; 2 8
Dear Sir:
The proposed project consists of a 12,480 S.F. warehouse.
Total building area will be 12,480 S.F.
The total property measures 62,730 S.F. (1.440 acres).
The project is planned to be completed by the end of year 2002.
The warehouse complex will be utilized by one owner, Sunbelt Hydraulics.
This letter is to state that the highest traffic volume created by the project will not exceed
200 vehicles per day.
Should you have any questions, please call at your earliest convenience.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
Florida Registration No. EB 4502
/'
Stuart H. Cunningham, P .E.,
Florida Registration No. PE 30689
cc: Kerns Construction
SHC/mab
01-077(01077- TRAFFIC)
CUNNINGHAM & DURI{Al(CE
CONSULTING ENGINEERS. INC.
400 EXECUTIVE CENTER DRIVE. SUITE (OS
WEST PALM BEACH. FL. 33401-2919
(561) 6X9-5455 FAX: (561) 640-nnS E-MAIL: CD CON ENG@AOL.COM
June 27, 2002
Engineering Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach. F1. 33425
Re:
Tramc Statement
Sunbelt Hydraulics
Lot 9. West Industrial Park
Boynton Beach, Florida
r
!~
Dear Sir:
The proposed project consists ofa 12,480 S.F. warehouse.
Total building area will be 12,480 S.F.
The total property measures 62,730 S.F. (1.440 acres).
The project is planned to be completed by the end of year 2002.
The warehouse complex will be utilized by one owner, Sunbelt Hydraulics.
This letter is to state that the highest traffic volume created by the project will not exceed
200 vehicles per day.
Should you have any questions, please call at your earliest convenience.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
Florida Registration No. EB 4502
/'
Stuart H. Cunningham, P.E.,
Florida Registration No. PE 30689
cc: Kerns Construction
SIlC/mab
01-077(0 I 077-TRAFFlC)
CUI'l"NINGHAM & DURRA1.(C~=
CONSUlTING ENGINEERS. INC.
.W() I:X\-:( 'I ''lIVE ('ENTER DRIVE. SIIITE lOX
WEST PALM BEACH. FL 33401-21) ILJ
(56\) 6HI)-5455 FAX: (56\) 640-7RI5 E-MAIL: CO CON ENG@AOL.COM
June 27, 2002
Engineering Department
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Fl. 33425
Re:
Tramc Statement
Sunbelt Hydraulics
Lot 9, West Industrial Park
Boynton Beach, Florida
r, l'
Lr)
Dear Sir:
The proposed project consists ofa 12,480 S.F. warehouse.
Total building area will be 12,480 S.F.
The total property measures 62,730 S.F. (1.440 acres).
The project is planned to be completed by the end of year 2002.
The warehouse complex will be utilized by one owner, Sunbelt Hydraulics.
This letter is to state that the highest traffic volwne created by the project will not exceed
200 vehicles per day.
Should you have any questions, please call at your earliest convenience.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
Florida Registration No. EB 4502
/
Stuart H. Cwmingham, P.E.,
Florida Registration No. PE 30689
cc: Kerns Construction
SllC/mab
o 1-071(0 1071-TRAFFlC)
CU~NINGHAM & DURRANCE
CONSULTING ENGINEERS, INC.
400 EXECUTIVE CENTER DRIVE, SUITE 108
WEST PALM BEACH, FL. 33401-2919
(561) 689-5455 FAX: (561) 640-7815 E-MAIL: CD CON ENG@AOL.COM
July I, 2002
Sherie Coale
Planning and Zoning Division
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, FI. 33425
Re: Sunbelt Hydraulics
File Number: NWSP 02-008
oJ
Dear Sir:
For the above referenced project, attached please find the following:
3 copies of the Traffic Statement
3 copies of the Fire Flow Calculations
10 copies of the Colored Sign Detail
10 copies full size as well as reduced size of the revised Site Plan
10 copies revised Conceptual Paving & Drainage Plan
10 copies revised Conceptual Water & Wastewater Plan
The following changes have been made to the plans ac:; requested:
1. Drive width reduced to 48 feet total, with 24 feet on each side of the property
line.
2. Utility easement increased to 12-foot width.
3. Utility easement expanded around fire hydrant.
4. Added additional Stop signs and bars as requested.
5. Rotated dumpster as requested.
Should you have any questions, please call at your earliest convenience.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
ft:::=
Stuart H. Cunningham, P.E.,
Florida Registration No. PE 30689
cc: Kerns Construction
SHC/mab
01-077(01077- TRAFFIC)
4"
CUNNINGHAM & DURRANCE
CONSULTING ENGINEERS, INC.
400 EXECUTIVE CENTER DRIVE, SUITE 108
WEST PALM BEACH, FL. 33401-2919
(561) 689-5455 FAX: (561) 640-7815 E-MAIL: CD CON ENG@AOL.COM
June 17, 2002
Sherie Coale
Planning and Zoning Division
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Fl. 33425
vUi'/ I 8 ~....
~ ..~_.l
Re: Sunbelt Hydraulics
File Number: NWSP 02-008
Dear Ms. Coale
Attached please find our response to your 1 st Review Comments for above referenced
project. Our responses are in italics:
Departments
Public Works General
Comments:
1. City Ordinance (Code, Chapter 10) requires that arrangements be made with the
public works department (561) 742-6200) for any waste disposal associated with
this site plan.
Agree
2. The site dumpster enclosure is to be constructed in accordance with City Standard
A-8807, the LDR, Chapter 7.5, Article II, Section 5.J and Article III, Section
9.A.9a. The dumpster will be supplied by Public Works (561) 742-6200.
Agree
3. 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.
Agree
June 17,2002
Sunbelt Hydraulics
Page 2 of 14
4. Wall for the enclosure shall be provided on three sides and are to be a minimum
of six (6) feet high and shall be CBS construction with a finish matching that of
the adjacent building(s). Accent shrubs shall be provided along the screen walles)
(LDR, Chapter 7.5 Article II, Section 5,j, Section 5.J and Article III, Section
9.A9.a and chapter 9, section lO.e3)
Agree
Public Works - Traffic
Comments: None
Utilities
Comments:
5. No utility plan was included with this submittal, therefore this plan is considered
incomplete as submitted. However, since this proposed development is located
where utility support is available, we are providing a cursory review of the plan as
submitted.
See attached preliminary water & wastewater construction plan.
6. 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 (see Code
Section 26-16(a)). In addition, the LDR Chapter 6, Article I*V, Section 16
requires that all points of the building will be within 200 feet of an existing or
proposed fire hydrant. Please demonstrate that the plan meets this condition by
showing all hydrants
See attached
7. Any water and sewer lines to be owned and operated by the City shall be included
within utility easements. Please show all proposed easements on the engineering
drawings, using a minimum width of twelve (12) feet. These easements shall be
dedicated via separate instrument to the City as stated in Code Section 26-33(a).
See attached preliminary water & wastewater construction plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17, 2002
Sunbelt Hydraulics
Page 3 of 14
8. Palm Beach County Health Department permits may be required on the domestic
water service to the building, and the fire sprinkler line if there is one, in
accordance with CODE Section 26-207
Agree
9. CODE Section 26-34 (E) requires that a capacity reservation fee be paid for this
project either upon the request for the Department's signature on the Health
Department application forms or within 340 days of site plan approval, whichever
occurs first. This fee will be determined based upon final meter size, or expected
demand.
Agree
10. Appropriate backflow preventers will be required on the domestic water service to
the building, and the fire sprinkler line if there is one, in accordance with CODE
section 26-207.
See attached preliminary water & wastewater construction plan.
Fire
Comments:
11. City Ordinance Section 9-6,3.17.11 requires approved automatic fire sprinkler
systems throughout the following.
a) All building or structures regardless of the type of
construction which are three (3) stories or more in height or
all building or structures in excess of 30 feet in height as
measured from finish ground floor grade to the underside of
the topmost roof assembly.
Agree
b) All buildings or structures regardless of the type of
construction that are in excess of 122,000 square feet per
floor.
Agree
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbelt Hydraulics
Page 4 of 14
Police
Comments: None
Engineering Division
Comments:
12. 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.
Agree
13. Provide a sealed survey, not older than six (6) moths, giving the information
required in the LDR Chapter 4, SectiOon 7.A and Chapter 23, Article I, Section
5.B2. The survey provided is older than six months and lacks adequate elevation
information.
See attached survey.
14. Show proposed site lighting on the site, civil and landscape plans (LDR, Chapter
4, Section 7.B.4). 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 (Florida Building Code). Only two light poles
are shown on the site plan. This does not seem sufficient to provide adequate
lighting levels for the site.
See attached preliminary site lighting plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbelt Hydraulics
Page 5 of 14
15. A lighting plan including photo metrics, pole wind loading, and pole details in
conformance with the LDR< Chapter 6, Article IV, Section 11, Chapter 23 Article
I, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time
of permitting. If possible please provided this information as part of your TRC
plan submittals - it is much easier to identify and correct any7 deficiencies now
that while your are waiting on a permit.
See attached preliminary site lighting plan.
16. It may be necessary to replace or relocate large canopy trees adjacent to light
fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23,
Article II, Section AI.b). This cannot be evaluated since the location of proposed
lighting is shown on the Landscape Plan.
See attached preliminary site lighting plan.
17. 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 I, Section E). Add type "D" curb around the landscaped area on the
east end of the property. Types "D" curb may be eliminated along the east edge
of the easternmost parking area if parking blocks are used to protect the
landscaped buffer at that location.
See revised site plan.
18. Additional grade information is needed on the drainage plan =for the adjacent
properties. Unable to determine how historic flow patterns are affected by the
proposed construction. Retaining wall may be needed along the south property
line as the proposed elevations are signifi8dcalntly higher than the existing
elevations.
See updated paving & drainage plan.
19. Specify storm sewer diameters, inlet types etc on drainage plan. Indicate grate,
rim and invert elevations for all structures. More information is needed regarding
the proposed control structure (is a restrictor needed for flow control) and sections
are needed for the riprap headwalls and swale area (S) north and south of the
entry driveway.
See updated paving & drainage plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17, 2002
Sunbelt Hydraulics
Page 6 of 14
20. Maximum runoff distance over impervious surfaces, before diversion to
percolation areas, is fifty (50) feet (LDR, Chapter 6, Article IV, Section 5.B.2.a)
Request relief from this requirement as discussed at pre-submittal conference.
21. Provide an engineer's certification on the drainage plan as specified in the LDR,
Chapter 4, Section 7.F.2.
See attached certification letter.
22. Depict right triangles on the site and landscape plans (LDR, Chapter 7.5, Article
II, Section 5.H.
See updated site & landscape plan.
23. Add a note to the landscape plan that within the right triangles there shall be an
unobstructed cross visibility at a level between 2.5 feet and 6 feet above the
pavement (LDR, Chapter 7.5, Article II, Section 5.H.)
See updated landscape plan.
24. 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 "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
B-9xOOl and B-900l3 for striping details.
See updated site plan.
25. Indicate to what standard(s) the project is to be constructed~ if the FDOT Standard
Specifications for Road and Bridge Construction and Standard Index are to be
used - 2000 Specifications are recommended since they contain both English and
Metric units.
Agree
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbelt Hydraulics
Page 7 of 14
26. It is recommended that the elevation(s) for the sidewalk/pedestrian walkways at
the handicap stalls the south end(s) of the landscape island, and at the radius to the
sidewalk on the West Industrial Avenue be allowed to remain level. This would
eliminate the need to construct the depicted nine (9) accessible ramps.
See updated site and Paving & Drainage plan.
27. Provide details for handicap parking in accordance with City Standard Drawing
B-9800 1.
Agree
28. Please provide additional information regarding the covered containment area on
the east side of the building. What purpose does it serve? Will additional
permitting be required for this work (such as DEP)?
See Building plan.
29. The use of"Bio Barrier" is recommended to reduce the likelihood of root
structures damaging asphalt.
See updated landscape plan.
30. The Live Oaks may become too large in the future for the spaces provided
(landscape islands in parking area).
See updated landscape plan.
Building Division
31. Add to the building that is depicted on the drawing titled site plan a labeled
symbol that identifies the location of the handicap accessible entrance doors to the
building. Florida Accessibility Code for Building Construction, Section 4.1.2,4.3.
See Building plan.
32. On the floor plan drawing add a labeled symbol that identifies the location of the
handicap accessible entrance doors to the building. Florida Accessibility Code for
Building Construction, Section 4.1.2,4.3.
See Building plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17, 2002
Sunbelt Hydraulics
Page 8 of 14
33. Add a labeled symbol to the site plan drawing that identifies the locations of the
handicap accessible parking spaces. The quantity of the spaces shall be consistent
with regulations specified in the Florida Accessibility Code for Building
Construction. The accessible parking spaces that serve a use shall be located on
the shortest safely accessible route to travel from adjacent parking to an accessible
entrance. The Florida Accessibility Code for Building Construction states that
buildings with multiple accessible entrances shall have accessible parking
dispersed and located closest to the accessible entrance. Florida Accessibility
Code for Building Construction, Section 4.1.2(5),4.3,4.6.
See Building plan.
34. Add a labeled symbol to the site plan drawing the 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 symbol
required to be installed 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 4.3 (Accessible Route) and 4.6
(Parking and Passenger Loading Zones) of the Florida Accessibility Code for
Building Construction. 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 Florida
Accessibility Code for Building Construction. This documentation shall include,
but not be limited to, providing finish grade elevations along the path of travel.
See updated site plan.
35. 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 (Sections 310.1.2, Chapter 31 of the 2001 Florida Building
Code ):
See updated site plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17, 2002
Sunbelt Hydraulics
Page 9 of 14
a) The design professional-of-record for the project shall add the following text
to the site data. "The proposed finish floor elevation _'_ NGVD is above
the highest 1 DO-year base flood elevation applicable to the building site, as
determined by South Florida Water Management District's surface water
management construction development regulations."
See updated site plan.
b) From the FIRM map, identify in the site data the title of the flood wne 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.
See updated site plan.
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).
See updated site plan.
36. On the drawing titled site plan, identify and label the symbol that represents the
property line.
See updated site plan.
37. 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 found on sheets FP-l. However, add to floor plan
drawing a labeled symbol that identifies the location of the handicap accessible
entrance doors to the building. The location of the doors shall match the location
of the accessible entrance doors that are depicted on the site plan drawing.
See Building plan.
38. Dimension on the drawing the overall height of the building. The overall height of
a building shall be measured from the finish grade to the highest point of the roof
or parapet wall. The overall height of the building shall not exceed the height
limitations of the Zoning Code.
See Building plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Ine.
June 17, 2002
Sunbelt Hydraulics
Page 10 of 14
39. Add to the site plan drawing all existing easements that are shown on the survey.
Also, add all proposed easement. The location, type and size of the easements
shall be shown and identified on the site plan. Where applicable, amend the plans
so that structures do not encroach into an easement.
See updated site plan.
40. Place a note on the elevation view drawings indicating that the wall openings and
wall construction comply with Table 600 of the 2001 Florida Building Code.
See Building plan.
41. On the site plan, indicate within the footprint of the building the number of stories
that are in the building including where applicable, mezzanines. Also, add to the
site data the number of stories in the building including identifying mezzanines,
where applicable. Indicate the overall height of the building within the site data.
The overall height of the building shall not exceed the height limitations of the
Zoning Code.
See updated site plan.
42. On all floor plan drawings, indicate within the footprint of the building the
number of stories that are in the building including, where applicable,
mezzamnes.
See Building plan.
43. Indicate on the site plan within the floor area of the new building the primary use
of the structure/facility.
See Building plan.
44. Indicate on the floor plan drawing within the footprint of the building the primary
use of the structure/facility.
See Building plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17, 2002
Sunbelt Hydraulics
Page 11 of 14
45. At time of review, submit signed and sealed working drawings of the proposed
construction.
Agree
46. Add to the submittal a partial elevation view drawing of the proposed perimeter
fence. Identify the type of the fence material and type of material that supports the
fence, including the typical distance between supports. Also, provide a typical
section view drawing of the fence that includes the depth that the fence supports
are below finish grade and the height that the fence is above finish grade. The
location and height of the fence shall comply with the fence regulations specified
in the Zoning Code.
See Building plan.
47. At the time of permit review an addressing plan for the project.
To be determined, single user.
48. 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.
See updated site plan.
ForestlEnvironmentalist
49. Existing Trees: The applicant should indicate if there is any existing scrub
vegetation along the East portion of the property. This scrub vegetation must be
preserved in place if it is on the property.
See updated landscape plan.
50. Existing Vegetation: The property survey does not indicate any existing
vegetation on the property. (See Previous Existing Trees comment above)
See updated landscape plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbe1t Hydraulics
Page 12 of 14
51. Landscape Plan: The trees listed on the plant list must be minimum of 12 feet
high and 3 inches in diameter at time of planting. The plant list meets the 50%
native species requirement for only trees and hedge plants.
See updated landscape plan.
52. Irri~ation: There is an irrigation system design shown on the landscape plan.
See updated landscape plan.
Planning and Zoning
53. An environmental review permit is required. Apply for an environmental review
permit.
Applied for permit & fees paid.
54. A traffic statement/study shall be required.
Traffic statement not required as discussed at pre-submittal conference.
55. The site plan tabular data should indicate the proposed building height.
See updated site plan.
56. The site plan tabular data indicates that 26 parking spaces are proposed. On the
site plan, indicate the location of the 26th parking space.
See Building plan.
57. Show the site triangles on the site plan and landscape plan.
See updated site & landscape plan.
58. The site plan and landscape plan should show the location of all outdoor
freestanding lighting structures. Provide a detail of the proposed outdoor lighting
structure(s), including the dimensions, color, and material. Provide the same type
of information if wall packs are to be used.
See updated site & landscape plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbelt Hydraulics
Page 13 of 14
59. IdentifY the "south" elevation
See Building plan.
60. ClarifY the intent of the monument sign. The maximum allowable signage area for
the monument sign shall be limited to 64 square feet. In addition, the detail should
include the materials and color of the monument sign. However, a directory sign
is different than a monument sign and shall comply with a different set of
regulations.
See detail on revised site plan.
61. Include a color rendering of all elevations prior to the Technical Review
Committee meeting (Chapter 4, Section 7.D.2.).
See attached color rendering.
62. All required trees shall be at minimum 12 feet overall height and 3 caliper inches
when planted (Chapter 7.5, Article II, Section 5.C.2.).
See updated landscape plan.
63. The Hedges and shrubs (Redtip Cocoplum and Eugenia) shall be a minimum of
24 inches in spread and planted with tip-to-tip spacing immediately after planting
(Chapter 7.5, Article II, Section S.D.).
See updated landscape plan.
64. Place a note on the landscape plan indicating that mulch other than Cypress shall
be used and maintained for landscape purposes (Chapter 7.5, Article II, Section
5.c.8.).
See updated landscape plan.
65. Indicate the materials and color used for the dumpster enclosure (Chapter 9,
Section lO.E.3). The color of the dumpster enclosure shall match that of the
principle structure.
See detail on updated site plan.
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
June 17,2002
Sunbelt Hydraulics
Page 14 of 14
66. All above ground mechanical equipment such as exterior utility boxes, meters,
and transformers shall be visually screened (Chapter 9, Section 1O.CA.).
Equipment placed on the walls of the building shall be painted to match the
building color. Place a note on the site plan indicating this requirement.
See updated landscape plan.
67. Staff recommends placing the dumpster enclosure to a less consipicuous area on
site.
See updated site plan.
If you should have any questions please call.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
Florida Registration No. EB 4502
/!-=~
~~-_.
Stuart H. Cunningham, P.E.,
Florida Registration No. PE 30689
Encs as noted
Cc: wlo enc
SHC/rnab
o 1-077(0 1077DRC Comments
CUNNINGHAM & DURRANCE Consulting Engineers, Inc.
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: Joseph Houston, Kerns Construction
fax #: 835-, ?1'$::J
date: May 22, 2002
from: Lusia Galav, Principal Planner
re: 1 ~I REVIEW COMMENTS FOR Sunbelt Hydraulics
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 June 18, 2002.
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 2nd review by staff and
your project representatives during the TRC meeting );and
4.
Submit reductions (8 12 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
742-6260
Fax: 742-6259
The applicant should not attend a TRC (2nd review) until all documents have been revised and
copied for staff review. Ifplans will not be fully revised and brought to the scheduled TRC
meeting, contact Lusia Galav 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.
If the plans are reasonably complete and all significant comments are addressed following TRC
(2nd 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 of the 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.
Engineering John Guidry Laurinda Logan 742-6482 742-6285
Building Don Johnson Timothy Large 742-6352 742-6357
Fire Department Steve Gale Bob Borden 742-6602 364-7382
Rodger Kemmer 742-6753 742-6357
Police Department Marshall Gage John Huntington 737-6167
Utilities John Guidry H. David Kelley Jr. 742-6488 742-6285
Public Works-General Larry Quinn Ken Hall 742-6283 742-6285
Parks & Recreation John Wildner 742-6227 742-6233
Forester/Environmentalist Kevin Hallahan Kevin Hallahan 742-6267 742-6259
Planning & Zoning Michael Rumpf, Lusia Galav 742-6262 742-6259
CHAIRMAN
Revised 01/14/02
S:IPlanningISHAREDlWPIPROJECTSISunbelt Hydraulicsllst Review comments FAX COVER. doc
TRANSMISSION VERIFICATION REPORl
DATE. TIME
FAX NO. / ~'lAME
DURATION
PAGE(S)
RESULT
MODE
OS/22 12:03
'38359485
00:05:38
11
OK:
STANDARD
ECtvl
TIME OS/22/2002 12:10
NAME BOYNTON BEACH P & Z
FAX 5613756259
TEL 5613756260
" "
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:
Fax #:
Date:
From:
Re:
Joseph Houston, Kerns Construction
835-9485
6/14/02
Sherie Coale
Sunbelt Hydraulics
Pages:
2
Planning and Zoning Division
City of Boynton Beach
Boynton Beach, Florida 33425
742-6260
Fax: 742-6259
..
I TRANSMISSION VERIFICATIOt-j REPORT l
TIME 06/14/2002 16:56
NAME BOYNTON BEACH P & Z
FAX 5613756259
TEL 5613756260
DATE,TIME
FAi< NO. /NAME
DURATION
PAGE(S)
RESULT
MODE
06/14 16:55
98359485
00:00:47
02
OK
STANDARD
ECM
C~NINGHAM & DURRANCE
CONSULTING ENGINEERS, INC.
400 EXECUTIVE CENTER DRIVE, SUITE 108
WEST PALM BEACH, FL. 33401-2919
(561) 689-5455 FAX: (561) 640-7815 E-MAIL: CD CON ENG@AOL.COM
May 1, 2002
Planning and Zoning Director
City of Boynton Beach
100 E. Boynton Beach Blvd.
Boynton Beach, Fl. 33425
Re: Sunbelt Hydraulics
Lot 9 , West Industrial Park
Boynton Beach, Florida
Drainage Certification
Dear Sir:
We hereby certify that to the best of our knowledge and belief, excepting to distance of
drainage flow to swales, that the drainage will conform with all rules, regulations, codes,
etc., including but not limited to, Chapter 6, Article IV , Section 5, of the Land
Development Regulations of Boynton Beach, Florida. (Land Development Regulations,
Chapter 4, Section 7, F, 2) In effect at this time and South Florida Water Management
District requirements.
Should you have any questions, please call at your earliest convenience.
Very truly yours,
CUNNINGHAM & DURRANCE
Consulting Engineers, Inc.
Florida egistration No. EB 4502
tuart H. Cunningham, P.E.,
Florida Registration No. PE 30689
cc: Kerns Construction
SHC/mab
o I-Q77(O I077-cert)
CUNNINGHk Sl DURRANCE
Consulting Enginu:"s, Inc.
400 EXl'Cllti\'l' Ccnter D,i\'c
Suite 108
West Palm Beach. FI. .1340 I
:561) 689-5455
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LETTER OF TRANSMITTAL
Date S-I-O ~
Job No. 0 [-(j')~?
ttention
Re S~L~HbuJ- ldydyc<u{t2s
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WE ARE SENDING YOU (SpAttached
following Items
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ryJ'or approval 0 Approved as submitted 0 Resubmit _copies for epproval
o For your use 0 Approved as noted 0 Submit_ copies for distribution
o Shop drawings
o Copy of letter
COPI ES
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Id-
DATE
SIt () ~
o As req uested
NO.
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o Under separate cover via
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o Prints 0 Plans
o Chdnge order
o Samples
o Other
DSpecitications
DESCRIPTION
fauj,j'~'1 +O/'U{F1&l9T'
./ '"
fJICtll
o Returned for corrections
o Return_corracted prints
o For review and comm'!nt
.~. ,- '.PRINTS REI'URNED AFTER WAN ro US
REMARKS
FOR BIDS DUE -
COPY TO:
SIGNED:
~
NAME:
If enclosures are not as noted, kindly notify us at once.
(Please Print)