CORRESPONDENCE
Th.e Cihj 01 Bol}:ato:a Beach
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING DMSON
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, Florida 33425-0310
TEL: 561-742-6260
FAX: 561-742-6259
www.boynton-beach.org
June 9, 2005
Mr. Joe Fleuridor
Christian Church by Faith
Re: Christian Church by Faith
MMSP 05-047
Dear Mr. Fleuridor:
In response to your request date-stamped May 26, 2005 for the
administrative review and approval of the modifications proposed to
the above-referenced approved site plan, depicting the following:
. Pavement of parking area (as depicted on the attached plan) .
Please be informed that the proposed changes on the revised
date stamped 5/26/05 are "minor" as defined within the
Development Regulations, Chapter 4 Si te Plan Review.
project may continue to be processed by the Building Division
permit application, subject to the following conditions:
plan
Land
This
as a
1. Any work performed within the Seacrest Blvd. right-of-way will
require permits from Palm Beach County.
2. 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.
3. Provide written and graphic scales on all sheets.
4. Photometries will be required prior to issuance of any CO showing
that the parking area is lit to the minimum standards of the City
of Boynton Beach. It may be advisable to evaluate current lighting
conditions to see if existing on-site lighting is adequate.
5. Provide a landscape plan so that sight distances may be evaluated
at the driveway onto NE 12th Ave. Show sight triangles on the
Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) using
a 25-ft. sight triangle. Landscape plan must be approved prior to
issuance of a permit for paving, grading and drainage.
. Page 2
June 9, 2005
6. Indicate, by note on the Landscape Plan, that wi thin the sight
triangles there shall be an unobstructed cross-visibility at a
level between 2.5' and 8' above the pavement (LDR, Chapter 7.5,
Article II, Section 5.H.).
7. Drainage plans, including drainage calculations, will be reviewed
at the time of permitting. A cursory review of the provided
calculations showed no obvious errors.
8. Paving, Drainage and Site details will not be reviewed for
construction acceptability at this time. All engineering
construction details shall be in accordance with the applicable
City of Boynton Beach Standard Drawings and the "Engineering Design
Handbook and Construction Standards" and will be reviewed at the
time of construction permit application.
9. A cursory review of the provided details notes that our standards
were not utilized, in particular the Exfiltration Trench Detail.
Please review our standard details and correct accordingly.
10.Show all utility easements on the Site Plan and Landscape Plan so
that we may determine which appurtenances, trees or shrubbery may
interfere with utilities. In general, palm trees will be the only
tree species allowed within utility easements. Canopy trees may
be planted outside of the easement so that roots and branches will
not impact those utilities within the easement in the foreseeable
future. The LDR, Chapter 7.5, Article I, Section 18 .1 gives
public utilities the authority to remove any trees that interfere
with utility services, either in utility easements or public
rights-of-way.
11. The LDR, Chapter 6, Article IV, Section 16 requires that all
points on each building will be within 200 feet of an existing or
proposed fire hydrant. Please demonstrate that the plan meets
this condition, by showing all hydrants.
12.Comprehensive Plan Policy 3.C.3.4. requires the conservation of
potable water. As other sources are readily available City water
shall not be allowed for irrigation.
13.AII comments requiring changes and/or corrections to the plans
shall be reflected on all appropriate sheets.
14.Please note that changes or revisions to these plans may generate
additional comments. Acceptance of these plans does not ensure
that additional comments may not be generated at permit review.
Be advised that the proposed changes may require a modification to
the building permit. Please contact me at (561) 742-6260 if you
have additional questions.
Sincerely,
Ed Breese, Principal Planner
Cc: Karen Main, Plan Review Analyst
Kevin Hallahan, City Forester
Laurinda Logan, Senior Engineer
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 05-073
TO:
Ed Breese, Principal Planner, Planning and Zoning
FROM:
Laurinda Logan, P.E., Senior Engineer
DATE:
June 7, 2005
RE:
Review Comments
Minor Site Plan Modification - 1 st Review
Christian Church by Faith
File No. MMSP 05-047
The above referenced Site Plans, received on June 1, 2005, was reviewed for Public Works,
Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of
Ordinances. Following are our comments with the appropriate Code and Land Development Regulations
(LDR) referenced.
PUBLIC WORKS - GENERAL
No comments at this time.
PUBLIC WORKS - TRAFFIC
1. Any work performed within the Seacrest Blvd. right-of-way will require permits from Palm Beach
County.
ENGINEERING
2. 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.
3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
MM.~
4. Please note that changes or revisions to these plans may generate additional comments.
Acceptance of these plans during the ~ process does not ensure that additional comments may
not be generated by the Commission and at permit review.
5. Provide written and graphic scales on all sheets.
Department of Public Works, Engineering Division Memo No. 05-073
Christian Church by Faith, Minor Site Plan Modification - 15t Review
June 7, 2005
Page 2
6. Photometries will be required prior to issuance of any CO showing that the parking area is lit to the
minimum standards of the City of Boynton Beach. It may be advisable to evaluate current lighting
conditions to see if existing on-site lighting is adequate.
7. Provide a landscape plan so that sight distances may be evaluated at the driveway onto NE 12th Ave.
Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) using a 25-ft.
sight triangle.
8. 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 8' above the pavement (LDR, Chapter 7.5, Article II,
Section 5.H.).
9. Drainage plans, including drainage calculations, will be reviewed at the time of permitting. A cursory
review of the provided calculations showed no obvious errors.
10. Paving, Drainage and Site details will not be reviewed for construction acceptability at this time. All
engineering construction details shall be in accordance with the applicable City of Boynton Beach
Standard Drawings and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
11. A cursory review of the provided details notes that our standards were not utilized, in particular the
Exfiltration Trench Detail. Please review our standard details and correct accordingly.
UTILITIES
12. Show all utility easements on the Site Plan and Landscape Plan so that we may determine which
appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only
tree species allowed within utility easements. Canopy trees may be planted outside of the easement
so that roots and branches will not impact those utilities within the easement in the foreseeable
future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any
trees that interfere with utility services, either in utility easements or public rights-of-way.
13. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition,
by showing all hydrants.
14. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources
are readily available City water shall not be allowed for irrigation.
LUck
Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail)
Peter V. Mazzella, Deputy Utility Director, Utilities
H. David Kelley, Jr., P.E.I P.S.M., City Engineer, Public Works/Engineering (via e-mail)
Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail)
File
]:\SHRDA T A \Engineering\Logan\TRC\Christian Church by Faith.doc
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 05-073
TO:
Ed Breese, Principal Planner, Planning and Zoning
FROM:
Laurinda Logan, P.E., Senior Engineer
June 7, 2005 I \
Review Comments ~
Minor Site Plan Modification - 1 st Review
Christian Church by Faith
File No. MMSP 05-047
DATE:
RE:
The above referenced Site Plans, received on June 1, 2005, was reviewed for Public Works,
Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of
Ordinances. Following are our comments with the appropriate Code and Land Development Regulations
(LDR) referenced.
PUBLIC WORKS - GENERAL
No comments at this time.
PUBLIC WORKS - TRAFFIC
1. Any work performed within the Seacrest Blvd. right-of-way will require permits from Palm Beach
County.
ENGINEERING
2. 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.
3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
4. Please note that changes or revIsions to these plans may generate additional comments.
Acceptance of these plans during the TART process does not ensure that additional comments may
not be generated by the Commission and at permit review.
5. Provide written and graphic scales on all sheets.
Department of Public Works, Engineering Division Memo No. 05-073
Christian Church by Faith, Minor Site Plan Modification - 1st Review
June 7, 2005
Page 2
6. Photometries will be required prior to issuance of any CO showing that the parking area is lit to the
minimum standards of the City of Boynton Beach. It may be advisable to evaluate current lighting
conditions to see if existing on-site lighting is adequate.
7. Provide a landscape plan so that sight distances may be evaluated at the driveway onto NE 12th Ave.
Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) using a 25-ft.
sight triangle.
8. 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 8' above the pavement (LDR, Chapter 7.5, Article II,
Section 5.H.).
9. Drainage plans, including drainage calculations, will be reviewed at the time of permitting. A cursory
review of the provided calculations showed no obvious errors.
10. Paving, Drainage and Site details will not be reviewed for construction acceptability at this time. All
engineering construction details shall be in accordance with the applicable City of Boynton Beach
Standard Drawings and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
11. A cursory review of the provided details notes that our standards were not utilized, in particular the
Exfiltration Trench Detail. Please review our standard details and correct accordingly.
UTILITIES
12. Show all utility easements on the Site Plan and Landscape Plan so that we may determine which
appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only
tree species allowed within utility easements. Canopy trees may be planted outside of the easement
so that roots and branches will not impact those utilities within the easement in the foreseeable
future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any
trees that interfere with utility services, either in utility easements or public rights-of-way.
13. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition,
by showing all hydrants.
14. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources
are readily available City water shall not be allowed for irrigation.
LUck
Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail)
Peter V. Mazzella, Deputy Utility Director, Utilities
H. David Kelley, Jr., P.E./ P.S.M., City Engineer, Public Works/Engineering (via e-mail)
Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail)
File
]:\SHRDA T A \Engineering\Logan\TRC\Christian Church by Faith.doc
I .~." ....
. i
~=========================================================:~===:
SURFACE WATER MANAGEMENT CALCULATIONS
for
CHRISTIAN CHURCH BY FAITH- BOYNTON BEACH
=========================================================1=====
IDATE:5.10-05
-JOB=- -03-1304 -
HALEY ENGINEERING,
BY: JJH
"
MAY 2 6 2005
STAGE STORAGE CALCULATIONS
----------------------------
----------------------------
1) POSTDEVELOPMENT
PROJECT AREAS
AREA
(ACRES)
BUILDING
(ACRES)
PAVEME
(ACRES
Phase 1
Phase 2
0.280
0.000
0.060
0.000
21.43%
0.100
0.000
------------------------------------------------------------------------
------------------------------------------------------------------------
TOTAL 0.280 0.060 0.100
Site Area. . . . . . . . . 0.280 acres
Less Misc. Area.. . 0.000 acres Lake Area. . . . . . . . . Q.OO acres
Total Area. . . . . . . . 0.280 acres Lake T.O.B. Elev. . 6.50 ngvd
Lake T.O.B. Area. . 0.000 acres
Building Area..... 0.060 acres Dry Ret. Area. . . . . 0.000 acres (Bo
Pavement Area. . . . . 0.100 acres Dry T.O.B. Elev. . . 9.00 ngvd
Miscellaneous Area 0.000 acres Dry T.O.B. Area. . . 0.000 acres
Pervious Area. . . . . 0.120 acres Exfilt.Trench L. . . 40 feet
2) FLOOD AND RAINFALL CRITERIA
10 year, 1 day storm......
25 year, 1 day storm......
100 year, 1 day storm.....
5 year, 1 hour storm.......
10.00 inches *
12.00 inches *
16.00 inches
3.20 inches
j I f/I)'
3) COMPUTE SOIL STORAGE
Wet season water elev......
Ave. groundwater elev......
Ave. site elevation........
Depth to water table.......
8.00 ngvd
8.00 ngvd
17.40 ngvd
9.40 ft.
Assuming 25% compaction, available ground storage is.. B.18 inches
Storage available in pervious areas of the site is ... 0~082 acre ft.
Converting to site wide moisture storage, S 3 506 inches
.. mJ~'@'r~aw@@
MAY 1.1 2005
8UIEgRRECTED Page 1
ING DIVISION
4) COMPUTE S'rAGE S'l'UKAGE
------------------------
;Lake 'stores linearly fro.... . . . . . . . . . . 8.00 to ele 12.00 then vert
Pavement Area stores linearly from. . 17.00 to elev. . 17.80 then vert
Pervious areas store linearly from. . 17.00 to elev. . 18.00 then vert
Dry Ret areas store linearly from... 9.00 to elev. . 11. 00 then vert
Exfiltration Trench stores from. . . . . 12.50 to elev. . 15.50
----------------------------------------------------------
Storage (acre ft. )
-------- ----------------------------------------------------------
Stage Lake Dry Pav't Pervious Trench Total
-------- -------- -------- -------- -------- -------- --------
8.00 0.000 0.000 0.000 0.000 0.000 0.000
8.50 0.000 0.000 0.000 0.000 0.000 0.000
9.00 0.000 0.000 0.000 0.000 0.000 0.000
9.50 0.000 0.000 0.000 0.000 0.000 0.000
10.00 0.000 0.000 0.000 0.000 0.000 0.000
10.50 0.000 0.000 0.000 0.000 0.000 0.000
11.00 0.000 0.000 0.000 0.000 0.000 0.000
11.50 0.000 0.000 0.000 0.000 0.000 0.000
12.00 0.000 0.000 0.000 0.000 0.000 0.000
12.50 0.000 0.000 0.000 0.000 0.000 0.000
13.00 0.000 0.000 0.000 0.000 0.001 0.001
13.50 0.000 0.000 0.000 0.000 0.002 0.002
14.00 0.000 0.000 0.000 0.000 0.003 0.003
14.50 0.000 0.000 0.000 0.000 0.004 0.004
15.00 0.000 0.000 0.000 0.000 0.005 0.005
15.50 0.000 0.000 0.000 0.000 0.042 0.042
16.00 0.000 0.000 0.000 0.000 0.042 0.042
16.50 0.000 0.000 0.000 0.000 0.042 0~042
17.00 0.000 0.000 0.000 0.000 0.042 0.042
17.50 0.000 0.000 0.016 0.015 0.042 0.073
18.00 0.000 0.000 0.036 0.060 0.042 0.138
18.50 0.000 0.000 0.086 0.120 0.042 0~248
19.00 0.000 0.000 0.136 0.180 0.042 0.358
19.50 0.000 0.000 0.186 0.240 0.042 0.468
Page 2
PJ ~LUUU ~TAb~ CKLT~KLA
5 Year - One Hour Storm=
Runoff =
Volume of runoff =
3.20 in.
1.04 in.
0.024 acre ft.
Corresponding stage is between......
15.00 and......
15.50 ngvd
Interpolating gives an elevation of
15.26 ngvd
6) 25 YEAR - 3 DAY STORM - NO DISCHARGE ELEVATION
I
25 year-3 day storm =
Runoff =
Volume of runoff =
15.00 in.
11.48 in.
0.27 acre ft.
Corresponding stage is between......
18.50 and......
19.00
Interpolating gives an elevation of
18.59 ngvd
7) WATER QUALITY - DETENTION REQUIREMENTS
a) Based on the first 1" of runoff
Site area.................
Required detention.........
0.280 acres
0.023 acre ft.
b) Based on 2.5 inches times percent impervious
Site area..................
Impervious area............
Percent impervious.........
Required detention.........
0.220 acres (Excluding bldg areas & lake)
0.100 acres (Excluding bldg areas & lake)
45.45 %
0.027 acre ft.
Page 3
C) veLenLlon ca~cu~aLlons
THEREFORE, THE REQUIREP 'TENTION IS........
Water Quality.
0.0~ acre ft. for
Less the detention volume treated in the proposed
exfiltration trench ......................... 0.04 acre ft.
Corresponding stage is between...... 15.00 and...... 15.50 ngvd
in pervious areas.
Interpolating gives an elevation of. 15.29 ngvd
The site's pervious areas and exfiltration trench
adequately store the water quality retention volume.
e) Exfiltration Trench Calculations
Detention Volume handled in exfilt. trench... 0.042 acre-feet
Trench Width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.00 feet
Trench Height............. ................... 3.00 feet
Top Of Baffle Elevation...................... 17.00 ngvd
Perforated Pipe Diameter....... .............. 15 inches
Trench Bottom Elevation...................... 12.50 ngvd
Hydraulic Conductivity (K Value).............1.30E-04 cfs/sq.ft
Depth To Water Table........................ 9.00 feet
Non-Saturated Trench Depth................... 3.00 feet
Saturated Trench Depth....... ................ 0.00 feet
LENGTH OF EXFILTRATION TRENCH REQUIRED FOR
DETENTION VOLUME INDICATED................
TOTAL TRENCH LENGTH PROVIDED.................
41 feet
40 feet
f) Total detention provided by proposed exfiltration trench:
------------------
------------------
Total. . . . . . . . . . . . .
0.042 acre feet
Page 4
n' ... ^ ^ ,"or.t "" "'"
~ ""'~,,. ,.......,,'MI..
"'T'" T'\.T n"TT" T"lIrf'r.1! ~T ~...y" tnT'''''T
LUU year-~ nay s~orm =
Runoff =
Volume of unoff =
H:S. uu In.
14.38 in.
0.34 acre i
.".
Corresponding stage is between......
18.50 and......
19.00
Interpolating gives an elevation of
18.90 ngvd
Page 5
PROJECT NAME: Christian Church by Faith
LOCATION: Seacrest and NE lih Avenue
PCN:
I FILE NO.: MMSP 05-047 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER:
Joe Fleuridor ADDRESS:
ADDRESS:
FAX: FAX:
PHONE: 561-502-8568 PHONE:
SUBMITTAL / RESUBMITT AL 5/26/05
181' REVIEW COMMENTS DUE:
PUBLIC NOTICE:
TART .MEETING:
LAND DEVELOPMENT SIGNS POSTED
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD
MEETING:
COMMUNITY REDEVELOPMENT
AGENCY BOARD
CITY COMMISSION MEETING:
COMMENTS:
S:\Planning\SHARED\WP\PROJECTS\Christian Church by Faith\2005 PROJECT TRACKING INFO.doc