APPLICATION
PROJECT NAME: Sterlii4. Records
LOCATION: 1220 SW 35th Avenue
PCN:
I FILE NO.: MMSP 04-037 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER:
Michael J. Covelli ADDRESS:
Caufield & Wheeler, Inc. FAX:
ADDRESS: 7301-A W. Palmetto Park Rd PHONE:
Suite 100A Boca Raton, FL 33433
FAX: 561-750-1452
PHONE: 561-392-1991
Date of submittaVProiected meetin2 dates:
SUBMITTAL / RESUBMITT AL 4/21/04
1ST REVIEW COMMENTS DUE: N/A
PUBLIC NOTICE: N/A
TRC MEETING: N/A
LAND DEVELOPMENT SIGNS POSTED N/A
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD N/A
MEETING:
COMMUNITY REDEVELOPMENT N/A
AGENCY BOARD
CITY COMMISSION MEETING: N/A
COMMENTS:
S:\Planning\SHARED\ WP\PROJECTS\STERLING RECORDS MANAGEMENT\MMSP 04-037\2004 PROJECT TRACKING INFO.doc
CAULFIELD & WHEELER, INC.
Consulting Engineers - Planners - Surveyors
April 20, 2004
Mr. Edgard Breese, Principal Planner
Planning & Zoning Division
City of Boynton Beach
P.O. Box 310
Boynton Beach, FL 33465
Ph: (561 )742-6260; Fax: (561 )742-6259
Re: Sterling Records Management
Site Plan Modification
Our Proiect #3612
Dear Mr. Breese:
Please find attached four (4) sets of plans and a check in the amount of $100.00. This request
is to modify Building Number 2 of the approved site plan. Building 1 and surrounding
improvements have been constructed. Building 2 has not been constructed. The modification
is for the construction of approximately one-half of Building 2. This would be a change in the
phasing of the construction. Building 2 will be constructed in two phases. The result of
meetings with fire protection required the provision of a temporary fire access around the first
portion of Building 2. This access will be removed upon completion of the second half of
Building 2. All improvements and landscaping will be constructed per the original approved
overall site plan with the exception of minor revisions related to the phasing of Building 2.
We would request that this site plan modification be processed as "Minor". If you require any
additional information or clarification, please call at any time.
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7301-A Wesl Palmetto Park Road - Suite 100A
Boca Raton, Florida 33433
561-392-1991 - --/
Fax: 561 - 750-1452 12- 2fJ 5 L<-./ ~-.s ~) ~,~
Engineering # EB-0003591
Surveying # LB-0003591
Landscape Architecture # LC-0000318
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Feb-M-l...... 121119PI 99-04811:5
ORB ~914 Pv 149
Con 1\,~"N8,.Doc B,I'l:llI.1I8
IIIIIIID 111I01111 n limB III II 110111111I111II '
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Thio iIlIInunenI_ pRlpued by and _010:
Cod A. C....i~ eaquilC
1139 Em! Oc:can A_uc
Suite 207
BIl)'IIIClII1leacII, FL 33435
Onn...... E.I. No. 06-1534809
PYoper1y Apprais....
Parcel JdOllllflcalillol No: DlI-43-46-0S.oo.ooo..3100
..,/~~\ WARRANTY DEED
~~DEED.madethis~J day of f~ . 1999. by KENTASSOCIATES,
a Florida ~)annership. whose address is 900 N.W. 13th Street, Boca Raton, Florida 33431, hereinafter caned
the Grantor, ~~iNG REAL ESTATE, L,L.C~ a Connec:ticut Limited Liability Company, Qualified in Florida as
Connecticut ~iIf~ca1 Eslatl:, L.L.C., whose address is: 128 Utchfield Road, New Milford, Connecticut 06776.
hereinafter caJle~~)G.btcc.
.......
(Wherever used herein th~~ "Grantor" and "Gl'llIItcc" include all the parties to this instrument and the heirs,legaI
representatives, and ~ individuals, and the su~essors and assigns of corporations, wherever the context so
admits or requires.) '~?! ff }>)
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WlTNESSETH~. TIpIf e Gnmtor, for and in consideration of the sum of $10.00 and other valuable
considerations, receipt wh ., by acknowledged, hereby grants, bargains, sells, aliens, remises. releases, conveys
and confsrms unto the GraniC '" ,_;c:enain land, siblate in PALM BEACH COUNTY, State of FLORIDA, viz:
, ( /j
\:;::~IT "A" AITACHED HERETO
SUBJECT TO easements, ~~~ and restrictions of record and Taxes and Assessments fortlle Year 1999
and subsequent years, (~?)
l:!:
Together, with all the tenements, h~ and appurtenances thereto belonging or in anyway appeTlaining.
To Have and to Hold, the sal1lC in fee slm;;~1~
((01
And. the Grantor hereby covenants wiilUal~hntee that the grantor Is lawfUlly seized of said land in fee
simple; that the grantor has good right and lawful iQ'fhOrf~~1I and convey said land, and hereby "'''mints the title
to said land and will defend the same against the hl~I,~ oi,n persons whomsoever; and that said land is free of
all eneumblllllCcs, except taxes accruing subsequentt~~~.~l~ 1999.
u. ,.. -,' "1.
IN WITNESS WHEREOF, Grantor hereunln se~,#:~ilInd and seal the day and year first above wrinen.
Signed, sealed and delivered ~~d~__
in the presence of: KENT ~~~ES. a Florida
General pL~!i' W'
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(Seal)
N K. DA C5". eneraJ Partner
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STATE OF FLORIDA
COUNTY OF PALM BEACH
The foregoing WARRANTY DEED was subscribed, sworn to and acknowledged before me this 'JrJ day
of ~oI"'^-"f 1999, by JORDAN K, DAVIS, General Partner of Kent Associab:5, a Florida General
Partnership, who is pCllSODlllly known In tile to be the individual describc:d in and who executed the furegoing instnmlent
or who has Jlroduud Q ,'1.. iK.-.,., L I~r" as identification.
WITNESS my hand and official seal on this the 5rJday of r:vrt!...-
-{f~
NotarY Public - Stato of Florida
1999.
My commlasion expires:
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CARL A CASCIO
lAy Co.........", CCfi28508
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UNITED TITLE AG I, INC
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ORB 10914 Pq 1510
DOROTHY H. WILKEN, CLERK PB COUNTY. FL
Exhibit "An
A tract ofIand lying in the Southwest One-Quarter (SW 1/4) of the Northwest One-Quarter (NW 1/4) of
Section 5, T~shiP 46 South, Range 43 East. Palm Beach County, Florida, being more fully described as
follows:
\r'/)
Commenc~at ~ est Quarter (W 1/4) corner of Section 5; thence North 1 degree 08'20" E, an assumed
bearing, alon~~\re~erlY boundary of said Section being also the centerline of Congress Aven,ue (SR 807),
1144.23 feet to.t:Pdlht; thence run due East, parallel with the Southerly boundary of the aforesatd Northwest
One-Quarter ~('fb53 feet more or less to a point of intersection with the Easterly right-of-way line of
Congress Avenue~etice continue due East 649.80 feet to the Point of Beginning of the herein described parc.el;
thence continue due Ea~Vi!.sa, 12 feet to a point in the Easterly boundary of the aforesaid Southwest One-
Quaner (SW 1/4) of~west One-Quarter (NW 1/4), thence S 1 degree 05130" W, along said Easterly
boundary, 572.10 feet t~)'6int; thence due West, 650.12 feet to a point; thence N 1 degree 05'30" E, 572. J 0
feet to the Point ofBegi~n~S'fhe South 30 feet thereof
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Page 1 of 1
Gary R. Nikolits, CF A
Palm Beach County Property Appraiser
Property Mapping System
Legend
D Parcel Bo-..dary
I 0120 Ild nurrber
Search '
IdenIIfv ,;
Parcel Control Number
108434605000003100 I-
. 74434322120080010
ij SI...t1nters.clion I....
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U.~~~~~:~~~~i:i~~.lity_:._.
[~j~1il~Wf.iis ~[in
Palm Beach County Property Map
Map Scale 1:6087
Copyright Palm Beach County 2003
All Rights Reserved - Subject to a License Agreement.
Map produced on 6/16/2004 from PAPA
http://gisweb.co.palm-beach.f1. us/papagis/presentationlmappinglprintnew . asp ?MAPURL=... 6/16/2004
I
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
1) SITE DATA: 2) STAGE ELEVATIONS:
ACREAGE Percent: From: To:
Building: 3.42 Ac. 42.3% 16.60 up
Pavement: 2.20 Ac. 27.2% 12.50 15.80
Pavement (Truck Well): 1.20 Ac. 14,8% 12.50 13.60
Dry Detention: 0.00 Ac. 0.0% 0.00 0.00
Open Space: 1.27 Ac. 15.7% 13.00 15.90
Open Space: 0.00 Ac. 0,0% 0.00 0.00
Open Space: 0.00 Ac. 0.0% 0.00 0.00
TOTAL AREA: 8.09 Ac. 100.0%
Total Impervious: 6.82 Average Existing Grade: 13.00
84.30% Average Proposed Grade: 14.00
Lake, Water Table: 8.50
Total Pervious: 1.27
15,70%
3) FLOOD AND RAINFALL CRITERIA:
24 Hour Rainfall:
5 Year-1 hour 3.20 in.
5 Year 8.00 in. Min. Road Crown (NGVD): 13.00
25 Year 12.50 in.
100 Year 16.00 in. Min. Floor Elev. (NGVD): 16.60
Maximum Available Soil Storage, SFWMD: 6.75 in.
4) COMPUTE STAGE STORAGE:
I- rench Upen ( I rucK Upen Upen
Staoe: Pavement: Drain Space: Well): Space: Space: *Total:
10.50 0.00 1.27 0.00 0.00 0.00 0.00 1.27
11.00 0.00 1.58 0.00 0.00 0.00 0.00 1.58
11.50 0.00 1.90 0.00 0.00 0.00 0.00 1.90
12.00 0.00 2.21 0.00 0.00 0.00 0.00 2.21
12.50 0.00 2,53 0.00 0.00 0.00 0.00 2.53
13.00 0.08 2.53 0.00 0.60 0.00 0.00 3.21
13.50 0,33 2.53 0.05 1.20 0.00 0.00 4.11
14,00 0.75 2.53 0,22 1.80 0.00 0.00 5.30
14,50 1.33 2.53 0.49 2.40 0.00 0.00 6.75
15.00 2.08 2.53 0.88 3.00 0.00 0.00 8.49
15.50 3.00 2.53 1.37 3.60 0.00 0.00 10.50
16.00 4.07 2.53 1.97 4.20 0.00 0.00 12.77
16.50 5.17 2.53 2.60 4,80 0.00 0.00 15.10
17,00 6.27 2.53 3.24 5.40 0.00 0.00 17.44 ~.
JUN 11 2004
..
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STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
1I1l;IUUt:~ t:IWIII i:lIIUII II t:11l;11 ~lUI i:I~t: i:luuvt: IUWt:~l III1t:l ~I i:lUt:
5) WATER QUALITY:
Greater of the following (5A. & 5B.)
Store the first inch for the entire site or the amount
of 2.5 times the percentage of imperviousness.
A. First Inch:
V = 1 in. x Total Area x 1 ft.l12 in.
Total (Ac.): V = (ac-ft)
8.09 0.67
B. 2.5 Times Percent Impervious:
1. Site Area = Total Area - (Lake Area + Bldg. Area)
Total (Ac.): Lake: BldQ.:
8.09 1.20 3,42
Site (Ac, ):
3,47
2. Impervious Area = Site Area - Pervious Area
Site (Ac.): Pervious: Imperv.:
3,47 1.27 2.20
3. 2.5 in. x Imperv.lSite x Total Area x 1 ft.l12 in.
Imperv.: V=(ac-ft)
2.2 1,07
C. Total Required Detention:
1, The total required detention for water quality is either the first inch or 2.5 times the
percent impervious, whichever is greater. The total required detention is:
Water Quality (ac-ft):
1,07
2. 0.5 inches of dry pretreatment is required:
Pretreatment (ac-ft):
0.34
3. For parking lots with exfiltration systems the trench shall be designed to handle
the 5-year 1-hour storm event:
Rainfall Amount (in,)
3.20
6) RUNOFF (ZERO DISCHARGE)
A. Soil Storaae
1, Soil Storage (S) = Available Soil Storage x Pervious Area/Total Area
Reo'd Vol. (ac-ft)
2.16
f
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
(See C-35, SFWMD VoI.IV)
Av. Soil St. Pervious: Total (Ac.): S = (in. ):
6.75 1.27 8.09 1,06
B. 100 Yr.-3 Dav Storm Event
Finished Floor Elevation:
16.60 NGVD
1. Rainfall - 3 Day Duration (P):
P72 = P24 x 1.359
P24 = 16.00 in.
P72= 21,74 in.
2. Runoff, Q (in.)
Q = {(P - 0.2 x S)^2}/(P + 0.8 x S)
P72 (in.): S = (in.): Q (in. ):
21,74 1,06 20.52
3, Total Runoff Volume, V (ac-ft.)
V = Q x Total Area x 1 ft./12 in.
Q (in.): Total (Ac,): V=(ac-ft):
20.52 8.09 13.83
4. From the Stage - Storage Curve, the zero discharge elevation is:
Interpolate Stage between...
Interpolate Runoff between...
16.00
12.77
Stage: 16.23
The proposed Finish Floor Elevation is adequate.
16.50
15.10
C. 25 Yr.-3 Dav Storm Event
1. Rainfall - 3 Day Duration (P):
P72 = P24 x 1,359
P24 =
P72 =
12.50 in.
16.99 in.
2. Runoff, Q (in.)
Q = {(P - 0.2 x S)^2}/(P + 0.8 x S)
P72 (in.): S = (in. ):
16.99 1.06
Q (in.):
15.78
3, Total Runoff Volume, V (ac-ft.)
V = Q x Total Area x 1 ft. /12 in.
-, "
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
Q (in.):
15.78
Total (Ac.): V = (ac-ft):
8,09 10.64
4. From the Stage - Storage Curve, the zero discharge elevation is:
Interpolate Stage between...
Interpolate Runoff between...
15.50
10.50
Stage: 15.53
D. 3 Yr.-1 Dav Storm Event (Local Road Criteria)
16.00
12.77
Min. Road Elevation(B.F.1. Site):
1. Rainfall - 1 Day Duration (P):
P24 = 8.00 in.
2. Runoff, Q (in.)
Q = {(P - 0.2 x S)^2}/(P + 0.8 x S)
P72 (in.): S = (in.): Q (in. ):
8.00 1.06 6,85
13.00 NGVD
3. Total Runoff Volume, V (ac-ft.)
V = Q x Total Area x 1 ft. /12 in.
Q (in.): Total (Ac,): V = (ac-ft):
6.85 8.09 4.62
4, From the Stage - Storage Curve, the zero discharge elevation is:
Interpolate Stage between...
Interpolate Runoff between...
13.50
4.11
Stage: 13.71
14.00
5.30
7) SUMMARY
Required Storage:
Soil Storage:
ZERO DISCHARGE
1.07 ac-ft
1.06 in
3 Yr.-1 Day Storm:
25 Yr.-3 Day Storm:
100 Yr.-3 Day Storm:
4,62 ac-ft
10.64 ac-ft
13.83 ac-ft
13.71 NGVD Stage Elevation
15.53 NGVD Stage Elevation
16.23 NGVD Stage Elevation
DATE PRINTED:
PREPARED BY:
REVISED BY:
11-Jun-04
BMF
DATE:
7/1/1999
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67 Consulting Engineers 0 Plannels 0 Surveyors
7301A West Palmetto Park Road, Suite 100A
Boca Raton, Florida 33433 (561) 392-1991
FIRE FLOW CALCULATIONS
STERLING RECORDS MANAGEMENT
BOYNTON BEACH, FLORIDA
DESIGN CRITERIA:
Size system to handle maximum day demand plus fire flow.
Determine fire flow from ISO Guidelines, 12/74 Edition.
COMPUTATIONS:
I. Compute maximum day demand (Warehouse/Office)
1. Average Daily Flow = 24 loading bays x 100 gal/day = 2,400 gpd
14,914 SF x 0.15 gal/day/SF = 2.237 gpd
Total ADF = 4,637 gpd
2. Maximum Day Demand = 2.25 x ADF = 2.25 x 4,637
= 10,433 gpd/1440 = 7.3 gpm
II. Compute fire flow (use largest building)
1. Fire Flow = F = 18 x C x (A)2
C = 0.8 for non-combustible const.
A = Building Area = 93,556 sq.ft.
= 18 x 0.8 x (93,556)2 = 4,405 gpm
2.
Low Hazard = 25% reduction in value of #1
= 0.75 x 4,405 = 3,304 gpm
3.
Automatic Sprinkler System = 50% reduction in value of #2
= 0.50 x 3,304 = 1,652 gpd
4.
Separation from adjacent structures = 90' separation
= 10% of Item #2 = 330 gpm
5.
Required Fire Flow = 1,652 + 330 = 1,982 gpm, Use 2.000 apm
III.
Required flow = max, day demand plus fire flow
= 7.3 + 2,000 = 2,007 gpm
Page 2
Sterling Records Management
:-.
Fire Flow Calculations
IV.
Hydraulic analysis of system:
245'-8"PVC
50psi @
+1465 gpm I@
C = 120
d = 8in.
LAS = 245 ft.
L8I\ = 1560 ft.
50psi @ ~
K = 10.44xL - 10.44 x 245 = 1.46x10-5
AS C1.8S X d 4.87 - 1201.85 x 84.87
1560'-8"PVC
-540 gpm
K = 10.44 x L _ 10.44 x 1465 = 9.27x10-ll
Be C1.85 X d 4.87 - 1201.85 x 84.87
PIPE K Q.(gpm) hf=KQ~.85 I g:1
AB 1.46x10-ll +1465 +10.50 0.00717
BC 9.27x10-5 -540 -10.52 0.01948
L -0.02 LO,02665
CORRECTION( ~=
- L h,
=
1.85 L I g: I
-(-0.02)
1.85(0.02665)
= +0.41gpm
EXISITNG PRESSURE AT EACH TIE IN = 50 psi = 115.5 ft HEAD AVAILABLE
HEAD LOSS THROUGH SYSTEM = 10,5 ft = 4.6 psi
RESIDUAL PRESSURE AT END OF SYSTEM = 50.0 - 4.6 = 45.4 psi
RESIDUAL PRESSURE AT END OF SYSTEM IS 45.4 psi> REQUIRED RESIDUAL
PRESSURE OF 20 psi THE SYSTEM IS ADEQUATE.
ENG:\C:\BARRYF\3612FIREFLOW.DOC
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Date
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PRE-APPLICATION CONFERENCE REVIEW FORM
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1+~~J ~ St-G/Jjl-1-) l<ecl'1do
Fax
Time Started: -1f). 00
A-lfoA.X;{)
Time Finished:
Attending as Applicant
Phone t:1 (~, I '3/1 ~ _ fr,1 S r;L~;
Proposed Project Information
Proposed Project Name and"
Type/Use Sh~r'LLN\" 12-.er: t:..,dc; E't-fc('4-1 Si ~
Site Location (Address if Available)
Site peN
Existing Zoning P1 - I Proposed Zoning J0 D C i\c~
Existing Land Use/Density .IA/d<<~..)J Proposed Land Use/Density /
Anticipated Submittal Date
Vacant
Notes and Comments
Lot Area
~,ve7 (1[Rf;S
"c~ /.) I ?-J
.572-.10 I
Lot Frontage
Lot Depth
NOTICE: The purpose of this conference shall be for the staff and applicant to discuss overall community goals, objectives,
polldes and codes as related to the proposed development and to discuss site plan review procedures. Opinions expressed
at the pre-application conference are not binding for formal review purposes. Additional staff comments may be forthcoming
based on actual plans submitted for review.
..
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PRE-APPLICATION MEETING
SIGN IN SHEET
PLEASE PRINT
3--2-& --0 II
IHEETING DATE:
'TIME: .
ATTENDING FOR APPLICANT:
NOTICE: The purpose of this conf~rence shall be for the staff and applicant to discuss overall
community goals, objectives, policies and codes ass related to the proposed development and to
discuss site plan review procedures. Opinions express at the pre-application conference are not
. binding for formal review purposes. Additional staff comments may be forth coming based on actual
lans submitted for review.
City of Boynton Beach Attending for Applicant
Attending Staff
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J:\SHRDA T A\PLA.'1NL'iGlSHARED\ WP\FOR.\IS\PRE-APPL MEETJ:'iG-SIGN 4'i SHEET.DOC
137 West Royal Palm Road
Boca Raton, 'FI()rid~" 3,%32
Telephone: 5b 1.3 .b55,S
Facsimile: 5b 1.:3 1.0007
www.r1carcl1itecs.com
alfonso@rlcarchit 'cls.com
AlFONSO E, HERNANDEZ
Associote
.. "
Time and Date of Meeting
Those attending meeting:
PRE-APPLICATION CONTACT QUESTIONS
Applicant's Name:
Phone:
1. HAVE YOU SPOKEN TO ANY STAFF MEMBER ABOUT THE PROJECT?
Yes No
(IF YES, HAVE THOSE STAFF MEMBERS BEEN SCHEDULED FOR THE PRE-
APPLICATION MEETING?
STAFF MEMBERS NAME:
2. LOCATION OF PROPERTY (CROSS STREETS/INTERSECTIONS)
"
.).
WHAT WOULD YOU LIKE TO DO?
NEW PROJECT
BUILDING EXPANSION OR MODIFICATION.
CHANGE IN PRIOR USE?
IS THE STRUCTURE CURRENTLY VACANT?
VARIANCE TYPE:
POOL OR SCREEN ENCLOSURE
COl\1MERCIAL PROPERTY?
RESIDENTIAL PROPERTY?
ll{DUSTRlALPROPERTY?
DO YOU KNOW THE ZONING CODE DESIGNATION?
.,
4. TIME AND DATE PREFERRED
5. HO\V MANY PEOPLE WILL BE AT THE PRE-APP MEETING?
Note: Tell the perSall that someone from the DepartmeJtt will call them to confirm the meetillg.
..................................................................................
· Pre-application meetings should be scheduled for a minimum of one (1) hour time module, and should be scheduled
no less than two (2) days prior to date/time of meeting. If urgency is sensed, discuss with Mike or Lusia.
· Meetin2's mav be scheduled:
Monday afternoons
Tuesday all day
Wednesday all day
Thursday mornings
Note: Lusia is not available for Tuesday a.m. meetings,
and Mike is not available on Mondays between 11:30 a.m. and 2:30 p.m.
; :\Planning\Plann ing\Pre-applicationcontactquestions,doc