REVIEW COMMENTS
Page 1 of 1
Logan, Laurinda
To: Breese, Ed
Cc: Mazzella, Pete
Subject: Bethesda CUP Expansion
Ed,
Okay, I spoke with Pete this morning regarding the utilities for this project. At this time we have no objection to
approval of this minor modification although we do have some issues that need further clarification on, related to
water and sewre services. Please substitute the following comment for my original COA #13 (Engineering Memo
#06-124 dated 11/06/06):
. Provide a Utility Plan (at a scale no smaller than 1-in. = 40-ft.) clearly showing existing and proposed
utilities (water and sanitary sewer main) for the proposed expansion. Show the locations of both the
existing water meter and sanitary sewer lateral servicing the current utility plant and the proposed water
meter and sanitary lateral. Indicate dimensions of existing and proposed meters and laterals.
Insert the following comment:
. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon
the request for the Department's signature on the Health Department application forms or within seven (7)
days of site plan (minor modification) approval, whichever occurs first. This fee will be determined based
upon final meter size, or expected demand.
Please advise the applicant that Water & Sewer plans will be required to be submitted and approved by our
Utilities Dept. Although we will be approving the requested minor modification they should understand that upon
receipt and review of the Water & Sewer plans additional comments will be generated that may affect the location
of the proposed services. Please have the applicant provide a draft utility plan with the requested information at
his earliest convenience; complete plans will be accepted during the permitting process.
Thanks for the opportunity to provide additional comments. Please feel free to give me a call if you have
questions or need additional information.
Let uytv\"ol a
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 06-124
TO:
Ed Breese, Principal Planner, Planning and Zoning
FROM:
Laurinda Logan, P.E., Senior Engineer
DATE:
November 6, 2006
RE:
Review Comments
Minor Site Plan Modification -1st Review
Bethesda Memorial Hospital
Central Utility Plant Expansion
File No. MMSP 07-005
The above referenced project, received on 11/03/06, is for a proposed addition/expansion to the
hospital's Central Utility Plant. The plans were reviewed for Public Works, Engineering, and Utilities
against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our
comments with the appropriate Code and Land Development Regulations (LOR) referenced.
PUBLIC WORKS - SOLID WASTE
yO
The plans do not indicate whether the proposed addition/expansion will impact solid waste storage
and pickup areas. Please identify the location of the existing dumpster enclosure(s) and show
proposed relocated enclosures (if applicable.)
tJO
~
If needed, indicate by note that the site dumpster enclosure shall be constructed in accordance with
City Standard Drawing G-4.
If needed, provide a minimum turning radius of 60 ft. to approach dumpsters. Provide a minimum
acking clearance of 60 ft. (measured from the front edge of the dumpster pad.) (LOR, Chapter 2,
ection 11.J.2.b.)
~11I 4. ,ovide a minimum outside turning radius of 55 ft. to allow turning movements for Solid Waste (and
\"'- Fire/Rescue.) Using AutoTurn (or similar), show on the plans that the required turning movements
are provided.
PUBLIC WORKS - FORESTRY & GROUNDS
No comments at this time.
I
PUBLIC WORKS - TRAFFIC
X On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars,
. stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc.
See City Standard Drawings "K" Series for striping details.
ENGINEERING
~ Add a note to the Site Plan stating "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:
Dept. of Public Works, Engineering Division Memo No. 06-124
RE: Bethesda Memorial Hospital - Central Utility Plan Expansion, Minor Site Plan Modification - 1 st
Review, MMSP 07-005
November 6, 2006
Page 2
paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other
permitting agencies such as Florida Department of Transportation (FOOT), South Florida Water
Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach
County Engineering Department (PBCED), Palm Beach County Department of Environmental
Resource Management (PBCDERM) and any others, shall be included with the permit request."
(j) All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
(i) Please note that changes or revisions to these plans may generate additional comments. Approval
of this minor modification does not ensure that additional comments may not be generated during
permit review.
G Provide written and graphic scales on all sheets.
II.L ~1 O. Drainage plans will be required if the net increase in impervious area exceeds 800 SoF. Indicate on
{~ the plans or in the response to this correspondence what the change in impervious area will be.
@ Paving, drainage and site details will not be reviewed for construction acceptability at this time. All
engineering construction details shall be in accordance with the applicable City of Boynton Beach
Standard Drawings and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
UTILITIES
~. Please provide a timeline that clearly illustrates when water and sewer services will be required to
serve the proposed project. Your starting date for the timeline should be the date of City Commission
approval. Also provide milestone dates for permit application, the start of construction, and the setting
of the first water meter. This timeline will be used to determine the adequacy of water and
wastewater treatment capacity for your project upon the project's completion, so please be as
accurate as possible.
13. No utility plan was included with this submittal, therefore the Utilities Department considers this plan
t, incomplete as submitted. However, this project is an existing site located within the Utilities' service
fJlU area, and is located where utility support is available. We are providing only a cursory review of the
~v proposed site plans as submitted at this time. Additional comments may be generated after a utility
7' plan has been submitted and reviewed.
@alm Beach County Health Department permits may be required for the water and sewer systems
serving this project (CODE, Section 26-12).
~ 50 ~ire flow calculations will be required demonstrating the City Code requirement of 1,500 g.pom. (500
~.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LOR, Chapter
6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater
(CODE, Section 26-16(b)).
&The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition,
by showing all hydrants.
.
Dept. of Public Works, Engineering Division Memo No. 06-124
RE: Bethesda Memorial Hospital - Central Utility Plan Expansion, Minor Site Plan Modification - 1 st
Review, MMSP 07-005
November 6, 2006
Page 3
@A building permit for this project shall not be issued until this Department has approved the plans for
the water and/or sewer improvements required to service this project, in accordance with the CODE,
Section 26-15.
9 Utility construction details will not be reviewed for construction acceptability at this time. All utility
construction details shall be in accordance with the Utilities Department's "Utilities Engineering
Design Handbook and Construction Standards" manual (including any updates) and will be
reviewed at the time of construction permit application.
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, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
File
S:\Engineering\ Memorandums\Memorandums 2006\06-124 LOGAN Bethesda Memorial Hospital.doc
Page 1 of2
Logan, Laurinda
rn
f'ltE COpy
From: Logan, Laurinda
Sent: Monday, December 11 , 2006 1: 16 PM
To: Mazzella, Pete; Roschek, Christopher
Cc: Breese, Ed
Subject: FW: Bethesda C.U.P. expansion
Follow Up Flag: Follow up C ((t"'ltft-,I Ll i (Iii 'i f"lttV\\ ')
Flag Status: Red
Pete & Chris,
This is going through P&Z right now as a minor site plan mod. As you can see from the latest e-mail they're going
to be upsizing the meter from 2-in to 4-in. In order to make comments on this I just want to verify a couple of
items:
. I required a utility plan in my first review response, but will they need to permit or provide plans to us if
there is no change in the meter location?
. Do they need a permit for the service wye?
Thanks - I'd like to get back to Ed as soon as I can - no pressure.
LIiI II<. rLV\,o! iii
From: Breese, Ed
Sent: Friday, December 08, 20068:44 AM
To: Logan, Laurinda
Subject: FW: Bethesda C.U.P. expansion
Laurinda,
Attached is the response to your questions on Bethesda Hospital's Utility Plant expansion Minor Mod. Let
me know what you think. Thanks, Ed
-----Original Message-----
From: Elijah-Barnwell, Sheila [mailto:Sheila.Elijah@hdrinc.com]
Sent: Thursday, December 07, 2006 5:53 PM
To: Breese, Ed
Subject: Bethesda C.U.P. expansion
Ed
I am sending you the explanation that you requested about the impervious space and site utilities related to the
Central Utility Plant expansion project. I apologize that it has taken a couple of days. I wanted the landscape
designer and the mechanical engineer to verify all of the information before I passed it along to you.
The CUP expansion project necessitated the removal of 5,393 SF of impervious surface. The demolished
pavement included seven parking spaces, including three accessible spaces and four standard spaces. The
proposed plan replaces two accessible parking spaces in an existing adjacent parking lot. Two new standard
spaces were added near the new building expansion. There is a net loss of five parking spaces as a result of this
project. Five landscape shrubs were also removed. The plant material will be replaced in the proposed plan.
The proposed plan shows 2,893 SF of new building expansion and 2,895 SF of new concrete pavement.
The resulting net impervious surface is 5,845 SF, an addition of 452 SF or an increase of 8.2%.
A water service serving the new addition is being upsized to 4" from 2" and a new 4" sanitary pipe is being
installed from the new addition to an existing manhole.
12/1812006
Page 2 of2
I hope that you find this helpful and sufficient to grant approval.
If you have any further questions, please don't hesitate to contact me.
Thanks,
Sheila Elijah, AlA, LEED AP
Vice President
HDR ONE COMPANY I Many Solutions
8404 Indian Hills Drive 1 Omaha. NE 168114-4098
Phone: 402.399.4977 1 Fax: 402.399.13451 Email: seliiah@hdrinc.com
12/18/2006
Page 1 of 1
Breese, Ed
From: Denevan, Jeff M. [Jeff.Denevan@hdrinc.com]
Sent: Tuesday, November 28, 2006 4:50 PM
To: Breese, Ed
Cc: Elijah-Barnwell, Sheila; Anderson, Richard L.
Ed
Attached is the sound criteria for the cooling tower if we added discharge attenuators.
It reduces the sound levels an additional 5 decibels, however, we would not meet the FBC requirements for high
winds.
Please review and call me to discuss
Thanks
Jeffrey M. Denevan, P.E.
Senior Mechanical Engineer
HDR ONE COMPANY I Many Solutions
8404 Indian Hills Drive I Omaha, NE 168114-4098
Phone: 402.399.13131 Fax: 402.392.67131 Email: Jdenevan@hdrinc.com
11/2812006
.'
Baltimore Aircoil Company
Sound Rating Program, 5/26/2006 Release
Series 3000
Model: 3985A/Q (2Cells)
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
Fan Type: Low Sound Fan
Mo~rHP: 60HPp~fun
Accessories: Discharge Only Attenuation
Octave band and A-weighted sound pressure levels (lp) are expressed in decibels
(dB) reference 0.0002 microbar. Sound power levels (Lw) are expressed in
decibels (dB) reference one picowatt. Octave band 1 has a center frequency of 63
Hertz.
Air Inlet Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 150ft
1 81 59
2 82 58
3 81 60
4 75 56
5 69 52
6 63 44
7 58 38
8 55 35
A-wgtd 77 57
End Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 150 ft
1 77 62
2 78 56
3 75 58
4 69 52
5 64 48
6 57 39
7 50 34
8 48 30
A-wgtd 71 54
Sound Power (dB)
Octave Center Frequency
Band (Hertz) Lw
1 63 102
2 125 100
3 250 101
4 500 96
5 1000 92
6 2000 86
7 4000 80
8 8000 76
A-weighted 98
Top Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 150 ft
1 80 55
2 80 59
3 78 55
4 74 53
5 72 50
6 66 47
7 61 42
8 60 37
A-wgtd 77 55
End Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 150 ft
1 77 62
2 78 56
3 75 58
4 69 52
5 64 48
6 57 39
7 50 34
8 48 30
A-wgtd 71 54
Air Inlet Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 150 ft
1 81 59
2 82 58
3 81 60
4 75 56
5 69 52
6 63 44
7 58 38
8 55 35
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N0V.21.2006 9:57AM
MSI/C~~ (402)592-0065
NO. 101
P.6
Baltimore AircoU Company
Sound Rating Program. 8/30/2004 Release
Series 3000
Model: 3985A1Q
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
~El' ...'ij::r.!r..w.~'lfL~.i..-:..~.
\ll;,..lm'11'7,pe-~'--",li
Motor HP: 60 HP per fan
Octave band and A.welghtod sound pressure levels ( ) are expres60d In doclbels
(dB) reference 0,0002 mlcrobar. Sound power levols ( w) are expressed In
decibels (dB) reference one plcowatt. Octave band 1 8S a centor froquoncy of 63
Hertz.
Air InletLp
Sound pressure' (dB)
Octave Distance
Hanel 6ft 50ft
1 79 67
2 BO 66
3 79 68
4 73 64
5 67 60
6 61 52
7 56 46
8 53 43
A'l'Igtd 75 65
End Lp
sound Pres.ure (dB)
Oelave Distance
Ban<! 6ft 50 ft
1 77 72
2 78 66
3 75 68
4 69 62
5 64 58
6 57 49
7 50 44
8 48 40
A.wgtd 71 64
Oelave
Band
1
2
3
4
5
6
7
8
Lw
102
100
101
96
91
84
79
76
98
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Sound Pressure dB
Oelave Distance
Band 5 it
1 82 71
2 82 71
3 81 71
4 77 ~
5 75 ~
6 69 56
7 64 51
8 63 4B
J:nd Lp
Sound Pressure (dB)
Oelave Distance
Band 5 fl 50ft
1 77 72
2 78 66
3 75 68
4 69 62
6 64 58
6 57 49
7 50 44
8 48 40
A-wgld 11 64
Air Inlet Lp
Soqnd pressurt' (dB)
Octave Distance
Band 6ft 50ft
1 79 67
2 80 66
3 79 68
4 73 64
5 67 60
6 61 62
7 56 46
8 53 43
A,Wi!1d 75 65
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NOV. 22. 2006 11:23AM
MSI/CLl (402)592-0065
NO. 135
P.2
Baltimore Aircoil Company
Sound Rating Program, 6/26/2006 Release
Series 3000
Model: 3985A1Q (2Cells)
No. of Fans: (1)11 ft. Diameter Fan Per Cell
RIt1J~illl_lIftU.".
Motor HP: 60 HP per fan
Octave band Clnd A-weighted sound pressure levels (Lp) are expressed In decibels
(dB) reference 0.0002 mlcrobar. Sound power levals (Lw) are expressedlh
decibels (dB) reference one plcowatt. Octave band 1 has a center frequency of 63
Hertz.
Air Inlet Lp .
Sound Pressure (dBl
OcIave Distance
Band 5ft 150 ft
1 81 60
2 82 59
3 81 61
4 75 57
5 69 53
6 63 45
7 58 39
8 55 36
A.wglcl 77 58
End Lp
Sound Pressure (dB)
Oclave DI$tance
Blind 5ft 150 ft
1 78 63
2 79 51
3 76 59
4 70 53
5 65 49
6 58 40
7 51 35
8 49 31
A-wQld 72 55
Sound PowerCdBI
Octava Cen~ Frequency
Blind Hartz) Lw
1 63 104
2 125 102
3 250 103
4 500 98
5 1000 94
6 2000 87
7 4000 82
8 SOOO 79
A-welghted 100
End Lp
Sound Pressure (dB)
Oc:tave Distance
Band 6ft 150 ft
1 78 63
2 79 57
3 76 59
4 70 53
5 65 49
6 58 40
7 51 35
8 49 31
A-wgld 72 65
Air Inlet Lp
Sound Prelisure (dB)
Oclave Distance
Bend 6ft 150 ft
1 81 60
2 82 59
3 81 61
4 75 57
5 69 53
6 63 45
7 58 39
8 55 36
A-wgtd 77 S8
NUV. 21. 213135 9:55AM
I'ISI/CLI (4132) 592-01355
NO. 1131
P.4
Baltimore Aircoll Company
Sound Rating Program, 5/26/2006 Release
Series 3000
Model: 3985A1Q (2Cells)
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
F;fi~":i::I!O\V..un-1NI1
Motor HP: 60 HP per fan
Octave baod and A-weighted sound pressure levels (\.p) are expressed In decibels
(dB) reference 0.0002 rnlcrobar. Sound power levels (\..w) are expressed In
decibels (dB) reference one plcowatt. Octave band 1 has a center frequency of 63
Hertt.
Air Inlet Lp
sound Pressure (dB)
Octave Distance
Band 5.ft 300 ft
1 81 54
2 82 53
3 81 55
4 75 51
5 69 47
6 63 39
7 58 33
B 55 30
A-wgld 71 52
End Lp
Sound Pressure (dB)
Oelave Distance
Band 5ft 300 ft
1 78 57
2 79 51
3 76 53
4 70 47
5 65 43
6 58 34
7 51 29
8 49 25
A-wgld 72 49
Sound power (dB)
Octave Cenler F,Uency
Bend (Herti Lw
1 63 104
2 125 102
3 250 103
4 500 98
5 1000 94
6 2000 87
7 4000 82
8 8000 79
A.welghted 100
souri~~:;~:~dB
Oc!ave Distance
Band 5 ft a
1 84 58
2 84 58
3 83 58
4 79 52
5 77 47
6 71 43
7 66 38
8 65 35
tbJ 'Ui!!_~
End Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 300 ft
1 78 57
2 79 51
3 76 63
4 70 47
5 65 43
6 58 34
7 51 29
B 49 25
M'I!lld 72 49
Air Inlet Lp
sound Pressure (dB)
octave Dlstlulce
Band 5ft 300 ft
1 81 54
2 82 53
a 81 55
4 75 51
5 69 47
6 63 39
7 68 33
8 55 30
A.wgld 71 62
l'IOV.22.2006 11 : 24AM
MSI/CLI (402)592-0065
1'10.135
P.3
Baltimore Aircoil Company
Sound Rating Program, 5/26f2006 Release
Series 3000
Model: 3985A1Q (2CeUs)
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
f"'an",,lJ',pl:~I!!'w."dn.1II1
Motor HP: 60 HP per fan
1~"liSP81fI:.i'ln,!.gWBtfU:dl;'ll.~~'ldif"".I.p'eiUita~IIIR.
Octave band and A-welghted sound pressure levels (Lp) are expressed In decIbels
(dB) reference 0.0002 mlcrobar. Sound power levels (Lw) are expressed In
decIbels (dB) reference one plcowatt. Octave band 1 has a center frequency of 63
Hertz.
AIr Inlet Lp
Sound Pressure (dB)
Octave Distance
Band 6ft 50 ft
1 77 as
2 78 65
3 77 67
4 71 63
5 66 59
6 60 51
7 55 46
8 53 43
A-wgld 73 64
End Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 50ft
1 72 67
2 73 61
3 70 63
4 65 57
6 60 53
6 53 45
7 46 40
8 45 36
A.wgtcl 67 59
Sound Power-ldB)
Oelava Center Frequency
Band /Hertz} Lw
1 63 99
2 125 97
3 250 98
4 500 93
5 1000 89
6 2000 82
7 4000 77
8 8000 74
A..welghled 95
.(ij):lipl
Sound Pressure (dB)
Octave Distance
Band 5 ft
1 77 68
2 77 68
3 76 67
4 72 . 62
5 70 57
6 64 53
7 59 48
8 58 45
End Lp
Sound Pressure (dB)
Oolava Distance
Band 6ft 50ft
1 72 67
2 73 61
3 70 63
4 65 57
5 60 53
6 53 45
7 46 40
8 45 36
A-wgtd 67 69
Air Inlet Lp
Sound Pressure (dB)
octave Distanca
Band 6ft 50ft
1 77 66
2 78 65
3 77 67
4 71 63
5 66 59
6 60 51
7 55 46
8 53 43
A-wlltcl 73 64
NOV.22.2006 11:24AM
MSI/CLI (402)592-0065
NO. 135
P.4
Baltimore Alrcoil Company
Sound Rating Program, 5/2612006 Release
Series 3000
Model: 3985AJQ (2Cells)
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
PCt."~ll*lIi,wammkliPn
Motor HP: 60 HP per fan
filn'm$p.d~I~II.I:l1I1AWIl\.:jlli.l.li~i'ilf&funf8p.6rl..1mBIiIII
Octave band and A-weighted sound pressure levels (Lp) are expressed In decibels
(dS) reference 0.0002 mlcrobar. Sound power levels (Lw) are expressed In
decIbels (dB) reference one plcowatt. Octave band 1 has a center frequency of 63
Hertz.
Air Inlet Lp
Sound Pressure (dB)
Octave Dlstence
Band 6ft 150 It
1 77 5&
2 78 55
3 77 57
4 71 53
5 66 49
a 60 42
7 55 36
8 53 34
A.wgtd 73 54
End Lp
Sound Pressure (dB)
Octave DIstance
Band 5ft 150 ft
1 72 57
2 73 52
3 70 53
4 65 48
5 60 44
6 53 35
7 46 31
a 45 27
A.wgtd 67 50
Sound Power (dBl
Oclave Cllnlar Frequency
Band IHerltl Lw
1 63 99
2 125 97
3 250 98
4 500 93
5 1000 89
6 2000 82
7 4000 77
8 8000 74
A-weighted DB
.p~b.
Sound Pressure dB)
Oolave Distance
Band 5 ft
1 77
2 77
3 76
4 72
5 70
6 64
7 59
8 58
58
58
58
52
47
43
38
36
,ww'k~
End Lp
Sound PressureldB)
Octave Distance
Band 6ft 150 ft
1 72 57
2 73 62
3 70 53
4 65 48
5 60 44
6 53 35
7 46 31
8 45 27
A-wgtd 67 50
AIr Inlet Lp
Sound Pressure (dB)
Octave Dlatance
Band 5ft 150 ft
1 77 56
2 78 55
3 77 57
4 71 53
5 66 49
6 60 42
7 55 36
8 . 53 34
A.wgld 73 64
NOY.22.2006 11:24AM
MSI/CLl (402)592-0065
NO. 135
P.5
Baltirnore AircoilCompany
Sound Rating Program, 6/2612006 Release
Series 3000
Model: 39B5A1Q (20ell$)
No. of Fans: (1) 11 ft. Diameter Fan Per Cell
Ii(Uli1~A,I;i1,L!IW1.'O.nd.ln.
Motor HP: 60 HP per fan
FdlDl~PQI,d,,;.*liln!~ROWItJfIflCl~ll!MJ"!.i'an~lpll'a~~l!lirr'llfp
Octave band and A-weighted sound pressure levels (Lp) are expressed In decibels
(dB) reference 0.0002 mlcroba.r. Sound power levels (Lw) are expressed In
decibels (dB) reference one plcowatt. Octave band 1 has a center frequency of 63
Hertz.
Air Inlet Lp .
Sound Pressure (dB)
Octave Distance
Band 5ft 300 ft
1 77 50
2 78 49
3 77 51
4 71 47
5 66 43
6 60 36
7 55 30
8 53 28
A.......gld 73 48
End Lp
Sound Pressure (da)
Octava Distance
Band 5ft 300 ft
1 72 51
2 73 46
3 70 . 47
4 65 42
5 60 38
6 53 29
7 46 24
8 45 21
A-wald 67 44
Sound Power CdB)
Oelava Centsr Frequancy
Band (Hertz) Lw
1 63 99
2 125 97
3 250 98
4 500 93
5 1000 69
6 2000 82
7 4000 77
8 8000 74
A-welghte4 95
_.. .;FF;iiI"',ilII"
1t.~.:t..Jit~
Sound Pressure (dB)
Oelave Distance
Band 5 ft
1 77
2 77
3 76
4 72
5 70
6 64
7 59
8 68
End Lp
Sound Pressure IdB)
Octsve Distance
Band 6ft 300 ft
1 72 51
2 73 46
3 70 47
4 65 42
5 60 38
6 53 29
7 46 24
8 45 21
A-watd 67 44
Air Inlet Lp
Sound Pressure (dB)
Octave Distance
Band 5ft 300 ft
1 77 50
2 78 49
3 77 51
4 71 47
5 66 43
6 60 36
7 55 30
8 53 28
A.wgtd 73 48
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DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MEMORANDUM NO. 06-124
TO:
Ed Breese, Principal Planner, Planning and Zoning
FROM:
Laurinda Logan, P.E., Senior Engineer
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DATE:
November 6, 2006
RE:
Review Comments
Minor Site Plan Modification - 1 st Rev
Bethesda Memorial Hospital
Central Utility Plant Expansion
File No. MMSP 07-005
The above referenced project, received on 11/03/06, is for a proposed addition/expansion to the
hospital's Central Utility Plant. The plans were reviewed for Public Works, Engineering, and Utilities
against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our
comments with the appropriate Code and Land Development Regulations (LOR) referenced.
PUBLIC WORKS - SOLID WASTE
1. The plans do not indicate whether the proposed addition/expansion will impact solid waste storage
and pickup areas. Please identify the location of the existing dumpster enclosure(s) and show
proposed relocated enclosures (if applicable.)
2. If needed, indicate by note that the site dumpster enclosure shall be constructed in accordance with
City Standard Drawing G-4.
3. If needed, provide a minimum turning radius of 60 ft. to approach dumpsters. Provide a minimum
backing clearance of 60 ft. (measured from the front edge of the dumpster pad.) (LOR, Chapter 2,
Section 11.J.2.b.)
4. Provide a minimum outside turning radius of 55 ft. to allow turning movements for Solid Waste (and
Fire/Rescue.) Using AutoTurn (or similar), show on the plans that the required turning movements
are provided.
PUBLIC WORKS - FORESTRY & GROUNDS
No comments at this time.
PUBLIC WORKS - TRAFFIC
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 striping details.
ENGINEERING
6. Add a note to the Site Plan stating "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:
,~v
Dept. of Public Works, Engineering Division Memo No. 06-124
RE: Bethesda Memorial Hospital - Central Utility Plan Expansion, Minor Site Plan Modification - 1 st
Review, MMSP 07-005
November 6,2006
Page 2
paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other
permitting agencies such as Florida Department of Transportation (FOOT), South Florida Water
Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of
Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach
County Engineering Department (PBCED), Palm Beach County Department of Environmental
Resource Management (PBCDERM) and any others, shall be included with the permit request."
7. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate
sheets.
8. Please note that changes or revisions to these plans may generate additional comments. Approval
of this minor modification does not ensure that additional comments may not be generated during
permit review.
9. Provide written and graphic scales on all sheets.
10. Drainage plans will be required if the net increase in impervious area exceeds 800 S.F. Indicate on
the plans or in the response to this correspondence what the change in impervious area will be.
11. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All
engineering construction details shall be in accordance with the applicable City of Boynton Beach
Standard Drawings and the "Engineering Design Handbook and Construction Standards" and
will be reviewed at the time of construction permit application.
UTILITIES
12. Please provide a timeline that clearly illustrates when water and sewer services will be required to
serve the proposed project. Your starting date for the timeline should be the date of City Commission
approval. Also provide milestone dates for permit application, the start of construction, and the setting
of the first water meter. This timeline will be used to determine the adequacy of water and
wastewater treatment capacity for your project upon the project's completion, so please be as
accurate as possible.
13. No utility plan was included with this submittal, therefore the Utilities Department considers this plan
incomplete as submitted. However, this project is an existing site located within the Utilities' service
area, and is located where utility support is available. We are providing only a cursory review of the
proposed site plans as submitted at this time. Additional comments may be generated after a utility
plan has been submitted and reviewed.
14. Palm Beach County Health Department permits may be required for the water and sewer systems
serving this project (CODE, Section 26-12).
15. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. (500
g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LOR, Chapter
6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater
(CODE, Section 26-16(b)).
16. The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200
feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition,
by showing all hydrants.
"-
Dept. of Public Works, Engineering Division Memo No. 06-124
RE: Bethesda Memorial Hospital - Central Utility Plan Expansion, Minor Site Plan Modification - 1 st
Review, MMSP 07-005
November 6, 2006
Page 3
17. A building permit for this project shall not be issued until this Department has approved the plans for
the water and/or sewer improvements required to service this project, in accordance with the CODE,
Section 26-15.
18. Utility construction details will not be reviewed for construction acceptability at this time. All utility
construction details shall be in accordance with the Utilities Department's "Utilities Engineering
Design Handbook and Construction Standards" manual (including any updates) and will be
reviewed at the time of construction permit application.
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, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division
Larry Quinn, Solid Waste Manager, Public Works/Solid Waste
File
S:\Engineering\ Memorandums\Memorandums 2006\06-124 LOGAN Bethesda Memorial Hospital.doc