CORRESPONDENCE
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Kilday & Associates
Landscape Architects / Planners
1551 Forum Place, Suite 100A
West Palm Beach, Florida 33401
(561) 689-5522 Fax (561) 689-2592
www kildayinc.com
January 14, 2002
Mr Kevin Hallahan
Boynton Beach City Forester
Planning and Zoning Department
1 00 East Boynton Beach Blvd
Boynton Beach, FL 33415
Re Stor*AII, Knuth Road Landscape Material Substitutions
Boynton Beach Permit No 00-3289, MMSP-00-032
Our File No 137401
Dear Mr Hallahan,
The following is a list of plant substitutions for the above referenced project:
. Seven Cabbage Palms (Sabal palmetto) shall be planted on site to replace one
Red Bay, two Queen Palms, three Cabbage Palms and one Live Oak.
. A Green Buttonwood hedge (Conocarpus erectus) consisting of plants in a 3
gallon container, min 24" ht., shall be planted adjacent to the preserve area in
lieu of the Saw Palmetto specified on the landscape plans
Please accept the above plant species as replacement material for the plants specified
on the landscape plans prepared by our office As always, please do not hesitate to call
should you have any questions, comments or need additional information
Sincerely,
Y.LZ:o'
MarCie W Tinsley
Kilday & Associates, Inc.
Attachments
Cc' Charlie Anderson, Stor*AII
H:Clients/137 4/137 4 1/Correspondence_Hallahan_01 14-02
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I D~PARTMENT OF OEVElO;ENT
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DEPARTMENT OF DEVELOPMENT
BUILDING DIVISION
MEMORANDUM NO 02-015
TO
Technical Review Committee Members
FROM
Marshall Gage, PolIce ChIef
Jeff LIvergood, PublIc Works DIrector
John Wildner, Parks DIrector
John GUidry, UtIlItIes DIrector
Mike Rumpf, Plannmg & Zomng DIrector
Steve Gale, Deputy FIre ChIef
Don Johnson, Bmldmg Official ~
January 28, 2002
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ISSUANCE OF CERTIFICATE OF OCCUPANCY
PROJECT NAME STOR-ALL
ADDRESS 3400 OLD BOYNTON RD
PERMIT #. 00-3289
CONTRACTOR. STOR-ALL MANAGEMENT
The above referenced project IS neanng completIOn. Pnor to the BUIldmg DIvIsIon Issumg the
Certificate of Occupancy, I would like to ensure that you do not have any outstandmg or pendmg
condItIons concernmg thIS sIte that must be rectIfied (excludmg Issues that are covered entIrely
WIth a City approved surety)
If any outstandmg condItIons are related to permIts Issued by the BUIldmg DIVISIOn, please
provIde thIS dIVISIon a memorandum contammg a descnptIOn of the unresolved condItIons. If
the unresolved condItIons are not permIt related, please notIfy the owner or the owner's agent to
ensure that the matters are rectIfied.
Please respond to me, wlthm ten (10) days, m order that we may proceed m a tImely manner to
Issue the CertIficate of Occupancy No response IS necessary If your department IS satIsfied WIth
the current state of the above referenced SIte Thank you for your cooperatIon.
DJ:rs
XC TImothy K. Large, BUIldmg Code AdmInIstrator
Ed Yates, OccupatIOnal LIcense Manager
Kevm Hallahan, Forester/EnvIronmentalIst
Frantz LaFontant, Engmeenng Inspector II
S \Development\Building Code Adrmmstrator\TRC 10 DAY MEMOS\Stor All 00-3289 doc
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MEMORANDUM
UTILITIES DEPARTMENT
TO: Diane Reese, Finance Director
FROM:~JOIm A.~, Utilities Director
DATE:
11"1'1 ~1J111
SUBJECT: Reservation fee transmittal for _ ~rtJ~.II.L h111"'"~I"'r#i, I-Tb-
I(NUiH ~,tfg {,("..,,7/0N
Enclosed is a reservation fee for the subject project: ut-AIIT6)
Amount - $/ '11. (J~
Check no. - .5~3~
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Please deposit this fee in the appropriate account. You may refer any questions on this
matter to Peter Mazzella of this office.
From -
JAG/PVM
bc: Peter Mazzella
xc: Michael Rumpf, Planning Director
File
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rlEPARTMENT OF DEVELOPMENT
DEPARTMENT OF DEVELOPMENT
Division of Planning and Zoning
Building
Planning & Zoning
Occupational License
Community Redevelopmem
January 16, 2001
Jeff Anderson
Stor All Self Storage Rentals
1375 West Hillsboro Boulevard
Deerfield Beach, FL. 33442
Re: Stor All Facility (Southeast Corner of Old Boynton Road and Knuth Road)
Dear Mr. Anderson:
This letter is in response to your letter dated January 8, 2001, wherein you state the current status
of your project and reasons for delay, as well as request confirmation that your project will not
be examined to determine the percent complete to date,
Given the current status of the project, and the delays which are in part, due to unanticipated late
requirements that impacted project design, and which involved a utility pump station and the
establishment of easements, this examination will not be conducted, Of course this response is
conditioned upon the continued demonstration of a "good faith effort" to complete this project.
A "good faith effort" would be represented by continued development progress and the lack of
unjustifiable and/or prolonged delays.
Please contact me at 561-742-6260 should you have any questions,
Sincerely,
VvK
Michael Rumpf
Planning & Zoning Director
MR
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America's Gateway to tile Gulfstream
100 East Boynton Beach Blvd., P.O. Box 310 Boynton Beach, Florida 33425-0310 Phone: (561) 375~6260 FAX: (561) 375-6259
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January 8, 2001
Michael W. Rumpf
Director of Planning and Zoning
City of Boynton Beach
100 East Boynton Beach Blvd,
Boynton Beach, FL 33425
Re: Stor-All Storage Facility Southeast Comer of Old Boynton and Knuth Road
Dear Mr, Rumpf:
As we discussed today, I would appreciate a written extension, relief or clarification to the "25%
completion of construction" requirement as it pertains to our site plan approval. Stor-All, its
consultants and City staff diligently worked together to have a building permit issued, A building
permit was issued on January 3, 2001. Unfortunately, the delay in obtaining a permit has
prevented us from achieving "25% of completion of construction" within the specified time
frame,
Several items were required by the City that were either in addition to or different from those
shown on the approved site plan, Some of these items did not come up until late in the review
process. Including such things as changing or adding easements which involved different
departments and agencies and increased the review time. The whole building permit process took
longer than any of us thought possible when we asked for the original extension to our site plan,
1 can assure you and the City that the delay in our construction has not been intentional. We have
cleared the site under our clear and grub permit and have signed contracts with our underground
contractor, site contractor, shell contractor and other subcontractors in excess of $1,000,000.00.
We are ready to begin construction immediately following written notification from the City that
we are allowed to do so under our current site plan extension,
Thank you for your understanding and assistance with this request. Stor-All has enjoyed its
relationship with the City of Boytnon Beach and intends to operate and maintain its properties in
Boynton Beach to the highest possible standards. Please do not hesitate to contact me, if you
have any questions or require additional information,
~
Jeff Anderson
Managing Partner
JMAJse
W~]1ItI11mij
1[111,1 JAN 1 O~0,,, i U I
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attachment
1375 West Hillsboro Boulevard' Deerfield Beach, Florida 33442 . Phone 954-421.7888 . Fax 954-426-1108 . http://www,stor-aii,com
CITY OF BOYNTON BEACH
DEVELOPMENT DEPARTMENT
100 East Boynton Beach Blvd.
P. 0, Box 310
Boynton Beach, Florida 33425-0310
PLAN REVIEW COMMENTS
PLEASE NOTE THAT THE EFFICIENCY BY WHICH YOU RECEIVE YOUR PERMIT
DEPENDS ON YOUR RESPONSE TO THE CONTENTS OF THIS DOCUMENT. IT IS
RECOMMENDED THAT YOU CAREFULLY READ AND CORRECTL Y RESPOND TO
ALL ASPECTS OF THIS DOCUMENT.
COMMENTS:
For permit application number 1 review: !'l0-32a~
Project Name or Address: StOf"iA.II
REVIEWED BY:
Departmentand/or Division: Engineedngl)~Pai!itJl'$nt
Name of Reviewer: Ken Hall
Trade: Sngineering
Phofle # ($61) 742-6283 ext.
Fax # (561) 742-6285
Review Date: 11113/00
Type of Review: Engineering/Public Wol'k$/lJtilities
COMMENT DIS~RIBU:J:ION:
Personidentilied on theappliGation to re~ive cornment$:
Name
Phone # (ari;!1iI code:56J) ext.
Fax # (area code:5(1)
Date(s) reviewer called:
Person who received the oaU
THE FOllOWING AREA SHAll BE FlllEIEl"ININ j;HiE I'lRE$ENCEOF A BUilDING DIVISION
STAFF MEMBER:
COMMENTS/PLANS PICKED UP:
Comment(s) reed. by print name and date:
OR
Plans/Comments reed. by print name and date:
Page 2 of3
Plan Review Comments for Permit Application #
Your permit application and supporting documentation do not comply with the City of
Boynton Beach Code of Ordinances. Prior to receiving a permit to construct or install
the requested improvements the plans and documents shall be amended to show
compliance with the below listed comments. For questions regarding my review please
contact me at the number listed above. If a conference is necessary, please schedule
an appointment. Phone calls and appointments are received and scheduled during
work days Monday through Friday 9:30 to 10:30 AM and 1 :45 to 2:45 PM. Please note
that additional comments may be generated following staff review of the amended
plans. Timely approval of your project is dependent upon your prompt and correct
response to the information provided in this document.
Engineerina:
Provide satisfactory permits or exemptions therefrom from the two drainage agencies
prior to permit issuance.
Utilities: All utility easements at this site shall be twelveni~) fQot..v4!i1i;!. Correct all
appropriate plans accordingly. At the northwest Corhe,.of'Ui!'iilsite\,~I'IR~ct the utility
easement running to the east with the utility easementl'liJ1'ItI1t'!$l p'arellel With Old
Boynton Road. Easements twelve (12) feet wide shaUbe"provi~ed to. allCbmmodate all
required utilities across lots and where possible shall be centered on,lli>tllhes with
convenient access for maintenance.
Indicate an appropriate utility easement fromtheeigIJt (liI)jn~,ID.I.P.lI'!I'ater line along
Old Boynton upto the city water meter and up to thepostinclliCator vil/IVe.
Final inspections will not be performed until all neeessarye<;tsemel'ltsurveys have been
submitted and approved by the utility department for recorlil13tibn.
Prior to permit issuance, submit receipts verifYing all required utility fees.
Prior to permit issuance, provide copieS of'the Palm Beach County Health Dept.
permits for water and sewer services.
Prior to permit issuance, provide a recorded copy of the proposed fifteen (15) foot
additional right of way to P.B. Co. including a twelve (12) foot utility easement for the
eight (8) inch D.I.P. water main.
The lift station shall be screened from public view with a six (6) foot high C.B.S. wall
with gates.
2
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N"OV. 27.2000 10: 48AM " .HORAH ASSOC. NO. 349 P .1/2
II
SUITE 206
1850 FOREST HILL BlVD.
WEST PAW BEACH, FL 33406
MICHAEL B. SCHORAH & ASSOCIATES, INC. FAX (S61) 64l-97Z6
ENGINEERS. PLANNERS. DEVELOPMENT CONSULTANTS I TEU!PH9NE (561) 968.00BO
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FAX
TRANSMITTAL
LEITER
TO: PA'T1'E. MA-IM FROM: MALCOLM COOPER
flRM: STbi2. - ALL DATE: 11/).7/00
S To IL _ A-LL Kw u-rn t..J:J--AD NO. OF PAGES INCLUDING L
RE: - CrT'i C&IM I\.\.~S THIS COVER SHEET:
FAXTELEPHONE# (954-) 4;;t1- 3~'l1 JOB # og1~
OPERATOR: K L-N ' .
ADDITIONAL COMMENTS: 0 ~ ~E-S~E; --(0 ""T1HS C1-r-j 'S ~~~
(Wi ~--c-r ACt::\""Go) NLt I\'; fO-Lt.ows :-
CD wE:: /-tAVEo Pc..~l( Ru-M l3'ts1"1i\ L. W.1>. D. A-fI.,f) f.fS.<-.
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((if) v.J ~ w ILL ~ A ~. 1-hCs1A (.. c'! r \..v1nIL ~ t...\rc S"TA\iQ1.
NOTE: If a complete and legible lransmisslon is NOT received. please call (561 )968.0080 lIOll ask for lI1e operator namell
above. Thank you.
FAX NO. (561)642-9726
CIVil. smuCTVRAI.' DRAINAGE. HIGHWAYS. WATER & sewER. SURVEY
((]J (}
Received: 11/27/00 11 :03AM;
HOV.27,2000 10:48AM
itor-All Management, L '"J
Nov-
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NO. 349 -P.2/2
2:36PM; Pege 5/5
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Plan Review eommella for Permit Applj"'lliun /I
Your permit application and supporting documentation do not d:;lmply w' the City of
Boynton Beach Code of Ordinances. Prior to receiving a permit to cons ct, or install
the requested improvements the plans and documents sha/f,be amend to show
compliance with the be/ow listed comments. For questions rega~ding mY view please
contact me at the number listed above. If a conference is necessary, pi se schedule
an appointment. Phone cal/s and appointments are receivEid and sch.ed led during
work days Monday through Friday 9:30 to 10:30 AM and 1:45 t9 2:45 P Pleas" note
that additional comments may be generated following staff revie.w of the mend~
plans. Timely approval of your project is dependent upon your prompt an correct
response to the information provided in this d~menl.
Enalneerin9:
Provide satisfactory permits or exemptions therefrom from the tiPo dral: e agencies
prior to permit issuance.
Q
Utilities: All' utility easements at this site shan be lwelve,'C~) toj,i.wtlI!e,:
appropriate plans accordingly. At the northwest camerof Itl't,'titt. :
easement running to the east with the utility easemem'~ ~r:al~ vi
Boynton Road. Easements twelve (12) feet wJ<k shalt,~ proViililJd to : modate all
required utHities across lots and where possible s~1l be centered OJIF.,1Ot Ii es with
convenient a~for maintenance. ' .
Indicate an appropritlte utility ~8sementfrem the:e.lght (8)~~ q.l.P., . line along
Old Boynton up. to the city water meter and' up to tJ\e;!post ir.1dltator valve:.
Final inspections will n~ be performed unlll all r:lec:e5SIII.Y. ea$en1eflt surV have been
submitted and approved by the utility departmelit fQr rec:iOnJal:lon; ,
Prior to permit issuance, submit rece~ v.elifyins all requimd utility fees..
Prior to permit issuance, provide copius of the ,Palm Beach Courity Health apt
permits for water and sewer selYices.
Prior to permit issuance. provicJe a recorded copy of the propoSed fifteen;( 5) foot
additional right of way to P.B. Co. including a twelve (12) foot utility aasem nt for the
eight (8) inch OJ.P. water main.
The lift station shall be screened from public view With a six (6) fQot high C. .S. wall
with gates. /,'
2
Kilday & Associates
Landscape Architects / Planners
1551 Forum Place, Suite 100A
West Palm Beach, Florida 33401
(561) 689-5522' Fax (561) 689-2592
E~Mail: info@kildayinc.com
April 5, 1999
Mr. Michael Rumpf
Planning & Zoning Director
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
Re: Initial Review Comments-Star-All
File No, COUS 99-001
Our File No. 1374.1
Dear Mr. Rumpf:
As requested, please find attached twelve (12) sets (including surveys) of amended
plans addressing the comments made by the reviewing departments and as indicated in
your March 11, 1999 "first review comments", transmittal to this office. Additionally, the
following is in response to the aforementioned comments from the applicant's
consultants:
Public Works Department:
1 , A note has been placed on the Site Plan dumpster detail indicating that waste
removal in connection with construction process will be serviced by the City of
Boynton Beach.
2. The applicant has been in contact with Mr. AI Kim to resolve this issue,
Utilities Department:
3. This comment states that the applicant shall show all utility easements on the
rectified landscape plans. The applicant has revised the site plan to show all
existing and proposed utility easements to determine which trees may interfere
with utilities.
4. The applicant acknowledges that permits from HRS will be required for water and
sewer systems serving this project at the building permit level.
5, The applicant acknowledges that fire flow calculations will be required during the
HRS permit submittal.
Mr. Michael Rumpf
April 5, 1999
Page 2
6, The applicant acknowledges that a capacity reservation fee will be required upon a
request for signature on the Health Department application forms or within thirty
(30) days of site plan approval.
7, The applicant has amended the engineering plans to include a note certifying that
drainage will conform to all rules of the City and the South Florida Water
Management District.
8. The applicant acknowledges that all proposed water and sewer lines shall be
included within utility easements. The applicant has amended the engineering
plans to include all proposed utility easements. The easements shall be a minimum
12 feet in width and be dedicated to the City via separate instrument.
9. The applicant acknowledges this comment.
10. The applicant has revised the engineering plans, site plan, and landscape plan to
include the location of fire hydrants within 200 feet of all points on the proposed
building. The engineering plans have also been revised to include extending the
water main to the east property line,
11, Backflow preventers are included on the engineering plans,
12. The applicant acknowledges that a building permit for this project will not be issued
until the Utility Department has approved the plans for the water and sewer
improvements required to serve the project.
13. As discussed with the Utility Department, the proposed building will be connected
to public sanitary sewer.
Fire Department:
14. The applicant has revised the engineering plans, site plan, and landscape plan to
include the location of fire hydrants within 200 feet of all points on the proposed
building, The engineering plans have also been revised to include extending the
water main to the east property line.
Police Department:
15. The site plan and landscape plan have been revised to include a safe sight line for
the Old Boynton Road and Knuth Road driveways. The safe sight lines are in
compliance with FDOT Index 546 and Palm Beach County requirements,
Mr. Michael Rumpf
April 5, 1999
Page 3
Engineering Division:
16, The applicant acknowledges that all plans submitted for specific permits shall meet
the City's Code requirements at time of application,
17. The engineering plans, site plans, and landscape plans have been revised to
include a 5' concrete sidewalk along Knuth Road for the entire length of the
property.
18. The applicant has revised the engineering plans to include a six inch thick sidewalk
through both driveways.
Building Division:
19. The applicant has revised the site and landscape plans to include a clear sight
triangle at both egress driveways in accordance with FOOT Index 546.
Additionally, a note has been added to the landscape plans indicating that all
landscaping within the sight triangles shall provide a clear and unobstructed cross-
visibility at a level between 30" and 6' above the pavement.
20. The site plan and paving and drainage plans have been revised to show handicap
ramps as shown on the paving and drainage details.
21, The applicant has revised the site plan and engineering plans to include two "do
not enter" signs facing southwest and northwest at the Knuth Road driveway.
Additionally, a stop bar across the entire driveway has been included on said
plans. Also, the engineering plans have been revised to include a double yellow 6"
- 25' long stripe at the Old Boynton Road ingresslegress driveway, The egress
lane is shown as 12' wide and the ingress wide is 15' wide.
22, Included with this submittal is an engineer's certification that the drainage plan
conforms to the City's rules, regulations, and codes.
23. The site plan and engineering plans have been revised to reflect a 22' wide exit
roadway to provide a minimum fire lane. Additionally, the engineering plans
include a stripe and sign to define the roadway as a fire lane.
24. The site plan, engineering plans, and landscape plans have been revised to
include a six (6) foot high chain link fence along the south side of the egress
driveway. The purpose of this location is to allow for the preservation area to
remain in its natural state, and to allow for site security. Also, the engineering plans
Mr. Michael Rumpf
April 5, 1999
Page 4
have been revised to include a cross section at the south property line to clarify
proposed grading in this area.
25, The engineering plans have been revised to reflect Type "0" curbing around all
curvilinear landscaped areas to prevent encroachment. A note reflecting this
requirement has been added to the site and landscape plans,
26. The paving and drainage plans have been revised to include proposed locations of
Type "0" curb and flush header curb,
27. The project engineer will be providing County approval to outfall into the Knuth
Road drainage system.
28, The engineering plan has been revised to reflect the FTP 25 handicap sign that is
in agreement with the site plan,
29. The engineering plan has been revised to show the location of Section "E-E".
30. The engineering plans have been revised to include concrete aprons for all inlets,
31. The engineering plans have been revised to include a general note stating that the
exfiltration trenches and associated inlets shall conform to City standard, drawing
B-91 007. Additionally, the proposed trench detail has been revised accordingly.
Also, Sheet 5 of 6 has been revised to include proposed dimensions for the
exfiltration trench.
32, As discussed with Michael Rumpf, the applicant is proposing to install Saw
Palmetto to be consistent with the proposed native Pine habitat. This plant
material will effectively screen the loading area,
33. All plans have been revised to include concrete wheelstops for all parking spaces
that are not abutting a sidewalk.
34. The paving and drainage plan specifications have been revised (Sheet 5 of 6) to
eliminate corrugated metal pipe, Additionally, said plans include specifications for
HOPE pipe.
35. A note has been added to the paving and drainage specifications indicating that a
preconstruction meeting is required prior to beginning construction.
36. The project engineer acknowledges that the control structure detail on the paving
and drainage plan must be consistent with the size of the pipes.
Mr. Michael Rumpf
April 5, 1999
Page 5
37. The proposed elevation at the top of the weir plate in the control structure is 18.0'.
The weir plate will not be adjustable, This site meets South Florida Water
Management District criteria for being exempt from permitting.
38, Attached with this letter is a letter from Palm Beach County dated indicating
conceptual approval of the driveway location on Old Boynton Road. The applicant
is scheduled to go to the Boynton Beach City Commission on April 6, 1999 for
variance approval of said driveway.
39, The paving and drainage plan has been revised to coordinate Section "C-C" with
the dimensions,
40. The engineering plans have been revised to include all proposed pavement
markings, striping, and signage on the paving and drainage plan,
41. The conceptual engineering plans have been amended to include a handicap
detail reflecting a 6' long landing rather than a 5' landing depicted on the drawing.
The size and configuration of the landing shall comply with the regulation specified
in the Florida Accessibility Code for Building Construction,
42. The site plan, floor plan, and engineering plans have been revised to comply with
this comment. The proposed elevation of the top landing is 18.35'.
43. The site plan and engineering plans have been revised to include the finished floor
elevation, which in this case is 19.5', The engineering plans have been revised to
include the flood zone that this site is located within. A note has been included on
the site plan indicating that the finished floor elevation is in compliance with the
regulations identified in the Code,
44. A note has been added to the floor plan indicating that at time of permit review, the
occupancy classification and type of construction proposed for the building will be
in compliance with the regulations of the building code. Further, the occupancy
and type of construction will comply with the specifications identified in the building
code,
45, The architectural plans and signage details have been revised to include
dimension lines and dimensions to the drawing of the sign.
46. The architectural elevation plans have been revised to include computations and
ratios verifying that the area of the wall sign and site sign are in compliance with
the regulations specified in the sign code.
Mr. Michael Rumpf
April 5, 1999
Page 6
47. The site plan has been revised to include setback dimensions from each property
line to the leading edge of the building, The building setbacks on the proposed
plan comply with the City Zoning Code Regulations.
48. The site plan drawing has been revised to identify the property line.
Parks and Recreation Department:
No comments.
Forester/Environmentalist:
No comments,
Planning and Zoning Department:
49, The architectural floor plan sheet has been revised connecting handicap
accessible walks to the office doors.
50. The architectural elevation plan has been revised to include a color and material
description sample for the proposed monument sign,
51, The site plan and engineering plans have been revised to include a screen wall
hedge at the west end of the loading spaces.
52. Roof top equipment is not utilized; therefore, this comment is not applicable.
53. A variance request will be heard by the City Commission on April 6, 1999 for the
reduction in driveway distance,
54, The site plan tabular data has been revised to include the minimum and proposed
square footage for the parking area interior landscape requirements.
55. The applicant acknowledges this comment. As indicated on the elevation drawing,
the applicant is proposing textured stucco accents and stucco reveal channel.
Additionally, the change of color and the aforementioned architectural treatments
will eliminate the flat wall appearance.
Mr. Michael Rumpf
April 5, 1999
Page 7
Please feel free to contact this office if you have any questions or require any further
information.
CJ?~OIJLtb
Lindsey A. Walter
Kilday & Associates, Inc.
LAW/kfj
cc: Jeffrey Anderson; Stor-AII
Greg Anderson; Stor-A11
Mike LaCoursiere; Schorah & Associates
Jeff Smith; Simmons & White
cor'
DEPARTMENT OF DEVELOPMENT
Division of Planning and Zoning
Building
Planning & Zoning
Engineering
Occupational License
Community Redevelopment
February 24,1999
Mr. AI Federico, 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: Stor-AII
Knuth Road and Old Boynton Road
File # COUS 99-001
Dear Mr. Federico:
The enclosed traffic generation statement on the Stor-A11 site, prepared by Simmons and White,
Inc, was received by Planning and Zoning recently for the above-referenced application. Please
review the enclosed information for conformance with the County's Traffic Performance
Standard Ordinance, and provide me and Michael Haag, Building Code Permit Administrator,
with your written response,
If you have questions regarding this matter, please call me at (561) 742-6260,
Sincerely,
~.& -/...-
Michael W, Rumpf
Acting Manager of Planning and Zoning
MWRbme
cc: Central File
s:\projectsIStor.AIIICQUSltraffic
America's Gateway to the Gulfstream
100 East Boynton Beach Blvd.. P.O. Box 310 Boynton Beach. Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259
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PUBLIC WORKS DEPARTMENT
MEMORANDUM #99-Q51
TO:
SUBJ:
Michael W. Rumpf, Acting Manager ofPI~Jj& Zoning
C. Larry Roberts, Public Works Director ( /I ~
Al Kim, Sanitation Superintendent ()Wv
Site Plan Review - 1st Review - Conditional Use - Stor-All
THRU:
FROM:
DATE:
March 5, 1999
Listed below are the comments submitted from the Public Works Department in reference to
the site plan listed above:
1.
Waste Removal in connection with construction process must be serviced by the
City of Boynton Beach. Place note on dumpster detail to indicate same.
2.
As per section 10-25 in the City Code, free dumping access to containers at all
times shall be provided by the user.
If you have any questions regarding these comments please contact Al Kim, Sanitation
Superintendent at 742-6206.
AKlcr
MEMORANDUM
UTILITIES DEPARTMENT
TO: Diane Reese, Finance Director
~
FROM: ~John A. Guidry, Utilities Director
DATE: ~~ 1.1/997
/
SUBJECT: Reservation fee transmittal for - S Iv, ,11/~ j;" '" -tI ;1.,,,.j
Enclosed is a reservation fee for the subject project:
Amount -
$
/7'10'1
Check no. - 12 <( ff-
From - J'iw - AI;
Please deposit this fee in the appropriate account. You may refer any questions on this
matter to Peter Mazzella of this office.
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bc: Peter Mazzella
xc: Michael Rumpf, Planning Director
File
DEPARTMENT OF DEVELOPMENT
MEMORANDUM NO. BD 99-052
TO:
;':111'
ili';
,.,Ij,
Michael Rumpf, Acting Planning and Zoning AdminisJator1
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FROM:
Michael E, Haag, Building Code Permit Administrator
DATE:
March 9, 1999
RE:
Stor All (Knuth & Old Boyuton Rd.) - Conditional Use (COUS 99-001)
1 st review comments
We have reviewed the subject plans and offer the following comments that should be addressed
prior to the project being forwarded for Board review:
Buildinl! Division (Site Snecific and Permit Comments) - Michael E. Haag (561) 742-6352
1. Amend the handicap ramp detail drawing found on sheet 4 of 6 to show a six - (6) foot
long landing rather than the five- (5) foot depicted on the drawing, The size and
configuration of the landing shall comply with the regulations specified in the Florida
Accessibility Code for Building Construction.
2, Add to the site plan and floor plan drawings the ramp that is proposed at south end of the
accessible parking spaces. Also, show on the site plan how the transition in vertical
elevation will be made from the top of the landing at the handicap ramp to finish floor of
the building. Identify the elevation at the top landing, Show and label on the site plan a
symbol that represents the accessible path that leads to the building entrance from the
accessible parking spaces,
3. Identify within the footprint ofthe building illustrated on the site plan and floor plan
drawings the proposed finish floor elevation, Add to the site data found on the site plan
the flood zone that the site is located within. Provide documentation on the site plan that
the finish floor elevation is in compliance with the regulations identified in the code.
4, To verify that the square footage proposed for the building is in compliance with the
regulations of the building code, indicate on the site plan or floor plan drawing at time of
permit review the occupancy classification and type of construction proposed for the
building. The occupancy and type of construction shall comply with the specifications
identified in the Building Code.
5, To verify that the wall signage illustrated on the elevation view drawing is in compliance
with the limits of the Sign Code, add dimension lines and dimensions to the drawing of
the sign.
Department of Development Memo. No. BD 99-052 to Michael Rumpf
RE: Stor All (Knuth & Old Boynton Rd.) - Conditional Use - 15t Review
March 9, 1999
Page Two
6. Add computations and ratios to the elevation view drawings that verifY that the area of
the wall sign and site sign are in compliance with the regulations specified in the Sign
Code,
7. At time of permit review, identify on the site plan the actual setback dimension from each
property line to the leading edge ofthe building. The building setbacks shall comply
with zoning code regulations.
8, On the site plan drawing, identify the symbol that represents the property line.
MEH:bg
\\CH\MAIN\SHRDA T A\Development\Building-6870\Documents\TRC\COUS 99-001 1 st review Stor All (Knuth & Old Boynton).doc
DEPARTMENT OF DEVELOPMENT
BUILDING DIVISION
MEMORANDUM NO. 99-082
APR I 4 19::i::i
TO:
Michael Rumpf, Planning and Zoning Director I I ,Ai
.....5fJ1" 0
Michael E. Haag, Building Code Permit Administrator .
April 13, 1999
FROM:
DATE:
RE:
Stor All (Knuth & Old Boynton Rd.) - Conditional Use (COUS 99-001)
2nd review comments
We have reviewed the subject plans and recommend that the request be forwarded for Board
review with the understanding that all remaining comments will be shown in compliance on the
working drawings submitted for permits.
Buildinl! Division (site sDecific and Dermit comments) - (561) 742-6352
I, Amend the ten- foot long I: 12 slope handicap ramp that is shown on the plans to include
handrails that comply with the Accessibility Code. Identify on the paving and drainage
plan the finish elevation of the below listed components of the accessible route that is
required from the accessible parking spaces to the accessible entrance of the building,
Finish elevation of the access aisle that is located between the accessible parking spaces,
landing at the bottom of the ramp, landing at the top of the ramp and the entrance area at
the exterior of the building. If the elevation of the top landing of the ramp is not the same
elevation as the exterior entrance area or the finish floor ofthe building, identify and/or
show on the plan how the transition in vertical elevation will be accomplished to comply
with the Accessibility Code,
2, Provide notes, measurements and computations on the site plan or floor plan that verifies
the proposed finish floor elevation is in compliance with the minimum standards. The
finish floor shall meet the minimum elevation required by the flood zone that the project
is located within and minimum elevation that is required by the South Florida Water
Management District Also, verify that the elevation of the finish floor is not less than six
inches above the crown of the abutting rights-of-way.
3. The size of the wall sign illustrated on the north elevation view drawing exceeds the
maximum allowed by the regulations of the Sign Code. Amend the size of the sign
accordingly.
MEH:bg
\\CH\MAIN\SHRDA TA \Development\Building-6870\Documents\TRC\COUS 99-001 2nd review Stor All (Knuth & Old Boynton).doc
Parks Division Memorandnm- TRC
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_tI- 1999
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PLANNING AND
ZONING DEPI
Subj ect:
Mike Rumpf, Acting Planning and Zoning Manager
Kevin J Hallahan, Forester / Environmentalist ;<J N-
Stor-A11
Conditional Use- l'tReview
To:
From:
Date:
March 4, 1999
I have no comment on the conditional use for this site, The project should continue in the
normal review process,
t-
FIRE & LIFE SAFETY DIVISION
Memorandum No. 99-228
.....illl.
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iPlMINING AND
lDNiNG;Df'
NFPA Life Safety Code 101, National Fire Code 1, all applicable National Fire
Protection Association codes, and the City Fire code shall be adhered to.
TO:
Mike Rumpf, Act. Director
Planning & Zoning Division
Steve Gale, Fire Marshal ~/
Deputy Chief - Fire Rescue Department D
FROM:
DATE:
March 3,1999
SUBJECT:
COUS 99-001
Stor - All, Knuth Road
No part of the structure shall be more than 200 feet from a hydrant. A fire flow
test is required, LDR 6 -16 Fire department connections for the fire protection
system must be shown as to location, BBFC 9-23
CC: File
DEPARTMENT OF DEVELOPMENT
MEMORANDUM NO. PZ 99.204
TO:
Bob Borden, Assistant Fire Marshal
Larry Quinn, Public Works
Mike Haag, Building Division
Ken Hall, Engineering Division
Kevin Hallahan, Forester/Environmentalist
Pete Mazzella, Utilities Department
Lee Thompson, Police Department
John Wildner, Parks Division
Jack Casler, Acting City Engineer
/!1(-f2-
Michael W Rumpf
Director of Planning & Zoning
FROM:
DATE:
August 11, 1999
SUBJECT: Stor All - Rectified Plans
File # CO US 99-001
The amended site plan for Stor All has been submitted for final sign-off by the Technical Review
Committee, Four (4) sets of plans, each requiring your unconditional signature, are available for
review in Planning and Zoning, A copy of the originally reviewed plans, staff comments and City
Commission approval of the Site Plan Modification will be available for your use to perform the
review.
Please review and sign-off each of the four (4) sets of plans, NO LATER THAN 5:00 P.M.,
August 18, 1999. If the plans are not in compliance with your staff comments or City
regulations, sign the plans "subject to memo", To facilitate the sign-off process, please resubmit
written comments addressed to the Planning and Zoning Manager, NO LATER THAN 5:00
P.M., August 18,1999.
Thank you for your prompt response to this request.
MWRjma
cc: William Bingham, Fire Chief
Marshall Gage, Police Chief
John Guidry, Utilities Director
s:\projects\Stor Atl\recmstpt\nwsp 98-006
treOlure
cOQJ.t
regional
planniQg
council
MEMORANDUM
To: Mr. Michael Rumpf
Planning & Zoning Director
City of Boynton Beach
From:
Terry L. Hess, AICP
Planning Director
~ -e 11--
Date:
June 2, 1999
Attached is a notice of application for an environmental permit to conduct dredge and fill
or similar activities within or adjacent to your community. We are disseminating this
information for your review and comment.
The information provided with this notice is very brief, but you may contact the
permitting agency directly for further information if needed in order for you to assess the
impacts of the proposed activities on your community.
If the proposed activities are not consistent with your comprehensive plan or other locally
adopted plans or regulations, or if you have any other comments, please submit them to
the permitting agency by the deadline date indicated in the attached materials. We would
also appreciate receiving a copy of any comments you may have for our files.
Feel free to call if you have questions or comments for this office.
Attachment
JU/V --3
301 east ocean boulevard
suite 300
stuart, florida 34994
phone (561) 221-4060
sc 269-4060 fax (561) 22 1 -4067
'~~'
South Florida Water Management District
3301 Gun Club Road, West Palm Beach. Florida 33406 . (561) 686.8800 . FL WATS 1.800.432.2045
TDD (561) 697.2574 . www.sfwmd.gov
NOTICE
RECEIVED
MAY 2 4 1999
TREASURE COAST
REGIONAL PlANNING COUNCIL
May 17, 1999
Subject:
Environmental Resource Permit Application
Application No, 990517-2
Applicant Stor All Industrial Avenue
Palm Beach County, S 20fT 45 SIR 42 E
The South Florida Water Management District is currently processing the attached application, If
you have any comments or objections concerning this project, please submit them in writing to
this office within 30 days of receipt of this notice,
This is also an opportunity for applicable State agencies to concur with or object to the proposed
project under the federal consistency provision of the Coastal Zone Management Act Review
must be in accordance with the procedures adopted by the Interagency Management Committee
on October 25, 1989. Findings of inconsistency must describe how the project conflicts with your
agency's statutory authorities in the Florida Coastal Management Program and provide
alternative measures, if any, which would make the project consistent Commenting agencies
must provide a copy of all consistency comments letters to the Florida Coastal Management
Program Director, Department of Community Affairs, 2555 Shumard Oak Boulevard, Tallahassee,
Florida 32399-2100,
Please refer to the applicants name and application number as referenced above in any
correspondence to help facilitate processing, Questions concerning this project should be
addressed to Rob Robbins at (561) 682-6951 or Tony Waterhouse at (561) 682-6867,
BAC:jm
Attachments
c: US Army Corps of Engineers
Department of Environmental Protection/Office of Protected Species Management
Department of State, Division of Historical Resources
Regional Planning Council
Department of Community Affairs
Palm Beach County DERM
Governing Board:
Michael Collins, Chairman
Michael D. Minton, Vice Chainnan
Mitchell W, Betget
Vera M. Carter
Gerardo B. Fernandez
Patrick). Gleason
Nicolas J. Gutierrez, Jr.
Hatkley R. Thornton
Ttudi K. Williams
James Harvey, Interim Executive Director
Michael Slayton, Deputy Executive Director
Trevor Campbell, Deputy Executive Director
Mailing Address: P.o. Box 24680, West Palm Beach, F1. 33416-4680
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880517
2
FOR AGENCY USE ONLY
DEPIWMD Application'
D.. AppIiC8tion Received
Fee lIe..i.... .
Fe. R...ipt ,
ACOE AppIlcllion ,
O.t. AppIicotion lIe..ived
Pr_eel Project Lot, _0_'_'
I'rDpooeel Project Long, _0_'_'
"
SECTION A
Are any of the activities described in this application proposed to occur in, on, or over wetlands or
other surface waters? a yes . no ,
Is this application being filed by or on behalf of a government entity or drainage district?
ayes lflno
A. Type of Environmenta' Resource Permit Requested (check at least one)
o Noticed General - include information requested in Section B.
.0: Standard General (Single Family DwellingHnclude information requested in Sections C and
D.
:g: Standard General (all other projects) - include information requested in Sections C and E.
o Individual (Single Family Dwelling) - include information requested in Sections C and D.
o Individual (all other projects) - include information requested in Sections C and E.
o Conceptual - include information requested in Sections C and E.
o Mitigation Bank Permit (construction) . include information requested in Section C and F.
{ If the proposed mitigation bank involvas the construction of a surface water management
syatem requiring another permit defined ebove, check the appropriate box and submit the
information requested by the applicable section. I
o Mitigation Bank (conceptual) . include information requested in Section C and F.
B. Type of activity for which YOll are applying (check et ieast one)
- ll" ,4.... J ".-r ow "'" w......,
DConstruction or oper.tion of . new system' id_.4:" tI 4 ~. III -- Iillb.y ~ T V'"
o Alteration or operation of an existing system which was not previously permitted by a WMD
or DEP.
o Modification of e system previously permlned by a WMD or DEP. Provide previous permit
numbers.
o Alteration of e aystem 0 Extension of permit duretion 0 Abendonment of a
system
o Construction of additional phases of a system 0 Removal of e system
C. Are you requesting authorization to uae State Owned Lands. Dyes .. no
(If yes Include the Information requested in Section G.)
D. For activities in, on or over wetlands or other surface waters, check type of federal
dredge and fill permit requested:
o Individual 0 Programmatic General
o General 0 Nationwide Xl Not Applicable
,r
E. Are you claiming to qualify for an exemption? Dyes II no
If yes provide rule number if known.
C~"'C"'_I!
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O_!IlI1I OF LAND ENTITY TO RECEIVE PEIIMIT IIF OTHEII THAN O_EIII
NAME Stor-AlI Ltd. NAME
ADDIIESS ADDIIESS
1315 W. Hillsboro Blvd.
CITY. STATE. ZIP CITY, STATE. ZIP
Deerfield Beach, Florida 33442
COMPANY AND TITLE Anderson Stor-AlI, COMPANY AND TITLE .
Inc
Jeff Anderson, President
TELEPHONE 19541 421-1888 TELEPHONE ( I
FAX 1954 I 426-1108 FAX I )
AGENT AUTHORIZED TO SECURE I'EIIMIT IIF AN AGENT CONSULTANT !If DIFFEIIENT FIIOM AGENT)
II USED)
NAME NAM&
Michael J. LaCoursiere, P. E.
COMPANY AND TITLE COMPANY AND TITLE
Michael B. Schorah Ii Assce., Inc.
AOOIIESS ADDRESS
1850 Forest Hill Blvd., Suite 206
CITY. STATE. ZIP CITY, STATE. ZIP
West Palm Beach, Florida 33406
TELEPHONE 1 I TEUl'HONE 1561 I 968-0080
FAX I I FAX I I (561) 642-9126
N.me of project, Including ph..e If eppllcable Stor All Industrial Avenue Is
this epplication for Pin of I multf.pl\ae projlct? =~ lfIno
Totll Ipplicant-owned .r.. contiguous to the project 4.35 IC
Totlll project ... for which I permit Is -.ght 4.35 -
Impervious .r'l for which I permit is sought l.45 -
Whatls the totlll _ (metric equivllent for "J~ 4Ily funded proJects, of work in, on, or over
wetlands or other surface wat.,. 7 N/A
Icres aqulre flit hec:tar.. squllre meters
Number of new boat slips proposed. N/A
Project location (U.. edditlonal sheets. if neededl
County(iesl Palm Beach
Section.s, 20 Township 45S Renge 42E
Section(s) Township Rllnge
lend Grllnt neme. if IIppliceble N/A
Tllx Percelldentificlltion Number Not Available
Street eddress. rOlld, or other loclltion East Industrial Avenue
City, Zip Code if eppliceble Boynton Beach, Florida
P1'O!' 2 C" I!
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O.scrlbe in g.n.r.' t.rms the propos.d proj.ct, syst.m, Dr .ctiliity.
Development of a self-storage facility with attendant retention area
If th.re h.v. b..n .ny pr.-.pplic.tion m.etings, including .t the proj.ct site, with regul.tory staff,
ple.s. list the d.t.(s), loc.tion(s), .nd n.m.s of k.y staff .nd proj.ct repr.s.nt.tives.
RIA
PI..s. id.ntify by number .ny MSSWlWetl.nd resourc./ERP/ACOE Permits p.nding, issued Dr
d.ni.d for proj.cts .t the loc.tion, .nd .ny r.'ated enforc.ment .ctions.
Ag.ncy
O.t.
No.\Type of Applic.tion
Action T.k.n
Not.:The followino inform.tion is r.ouir.d onlv for oroiects orooos.d to ;:;cur In.;n or ov~
w.tlands that n..d ~ f.d.r.' dr.doe .nd fill o~r';'I~ .n~/~~ :~~~;~~iO: t~ us; :~a~: o;n::;
aubmeroed lands and .s not neces..rv when IIDOlvtno olel r n nVlr om n.1 A s r P rm. .
PI..se provide the n.m.s, .ddr.ss.s .nd zip cod.s of property own.rs whose property dir.ctly
adjoins the proj.ct l.xcluding applic.nt). Pl.... .tt.ch . pl.n vi.w Showing the own.r's n.m.s
and adjoining property lines. Att.ch .ddition.1 sheats if n.cess.ry.
1. 2.
3.
'4,
~
Page 3 of 4
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I
By signing this spplicetion form, Ism spplying, or I sm spplylng on behalf of the spplicant, for tha permit
and any proprietery authorizations identified above, according to the supporting data and other Incidenta'
Information filed with this epplicatlon. I em familiar with the Information contained In this appliCetion and
represent that such Information Is true, complete end accurate. I understend this Is an applicetlon and
not a permit, and that work prior to approval Is a violation. I understand that this application end anv
permit Issued or proprietary authorization Issued pursuent thereto, does not relieve me of any obligetion
for obtlllnlng eny other required federel, state, weter menagement district or locer permit prior to
commencement of construction. I egree, or I egr.. on behelf of my corporetion. to operete end meintein
the permitted system unless the permitting egency euthorizes trensfer of the permit to e responsible
operetlon entity. I understend thst knowingly meking eny felse stetement or representetion in this
epplicetion is s violstion of Section 373.430, F.S. and 18 U.S.C. Section 1001.
Ltd.
sme of Applicant (If no Agent is used) or Agent IIf one Is so euthorized below)
5/14/99
Dllte
Anderson Star-All. Inc.. General Partner of
Star-All, Ltd.
Signllturll 0 Applicant/Agent
Jeffrey M. Anderson, President.
(Corporetll Title If IIpplicable)
AN AGENT MAY SIGN A80VE SUA! IF THE APPUCANT COMPLETES THE FOllOWING:
I hereby designate and authorize the egent listed above to ect on my behlllf. or on behelf of my
corporetion, .. the egent In the procesllng of this applicetion for the permit and/or prOprilltlry
authorization Indicated above; and to turnilh, on request, lupplementellnformetion In IUPPOrt of thll
applicetion. In eddition, I 8Uthorize the above-lllted egllnt to bind me, or my corporation, to perform eny
requirement which may be necessary to procurll the permit or authorlzetion indicated abovlI. I
undllrltand thllt knowingly making any fallllltatement or reprHllntation in this application is a violltion
of Section 373.430, F.S. and 18 U.S.C. Section 1001.
TypedJPrinted Name of Applicant
Signature of Applicant
Datil
(Corporate Title if epplicabiel
----- note: The -a..... ........ ........ 'not . ......, .. ...... ......
PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOllOWING:
I either own the property delcrlbed In thil applicetion or I heve Iegel authority to ellow eceell to the
property, and I con..nt, atter receiving prior notification, to any lite visit on the property by egllnu or
perlonnel from thll Dllpartment of Envlronmentlll Protllction, the Wltllr Manllgllmllnt District and the U.S.
Army Corps of Enginellrs necessllry for the review IInd inspection of the proposed project Ipecified in
this IIppliclltion. I euthorize these IIgents or personnel to enter the pro ty liS mllny times liS mllY be
necessllry to mllke such review IInd inspection. Further. I IIgree ovid entry to the project site for
such IIgents or personnel to monitor permitted work if II permit' r ntll
Typed/Printed Nllme
Jeffrey M. Anderson, President,
(Corporllte Title if IIpplicllble)
5/14/99
Signeture Date
Anderson Star-All, Inc., General Partner of
Star-All, Ltd.
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SECTION C
Environmental Relource Permit Notice of Receipt of Applicetion
This .formation is requied . Iddition to thlt requirld in other sections of the Ipplicltion. Please submit five copies of
this notice of receipt of Ipplication Ind IU Ittlchments with the other required information. PLEASE SUBMIT ALL
INFORMATION ON PAPER NO LARGER THAN 2' x 3',
Project Nlme:
County:
Owner:
Appticlnt:
Appticlnt's Address:
STOR-ALL IRDOSTRIAL AVERUB
PALM BBACII
STOR-ALL, LTD.
5'1'OR-ALL, LTD.
1375 W. HILLSBORO BLVD.
DBERPIHLD BEACH, FLORIDA 33442'
1. Indiclte the project bDundaries on I USGS qUldrlngle mlp, Attlch I IocatiDn mlp shDwing the bDundlry Df the
propDsed Ictivity. The mep ShDUId IIsD cDntlin e nDrth IrrDW Ind I grephic sClle; ShDW SectiDn!s), T Dwnship!s). end
Rlnge!s); Ind must be Df sufficient dell~ tD IUDW I perSDn unflmiliar with the site tD find it.
2. Provide the nlmes of .U wetlands, or other surflce wlters thlt would be dredged, filled, impounded, diverted, drlined,
or wDuld receivl dischlrge (either directly Dr indirectly), Dr wDuld otherwise be implcted by the prDpDsed ICtivity, Ind
specify if they are . In Outstlnding Floridl Wlter or Aqultic Preserve: NOllE
3. Attlch I depiction (plan and Action ..WS), which clearly shDws the works or other flcities prDpDAd tD be
constructed. Use multiple sheets, if llIC1W1ry. Use I scale sufficient to show tile Iocltion Ind type Df works.
4, Briefly describe the prDposed project fluch IS "construct I deck with bOltshelter". "replace tWD lINg culverts",
"collltruct surflCI wlter menaglllllnt IYSlIIII to senl 150 Icrl residlntial development"):
DEVELOPMEIlT OF A SELF STORAGE FACILITY 011I A 4.35 ACRE SITE
5. Spicily the Icrllgl of wetlands or other surflce Wlters, if Iny, that Ire propDsed to be disturbld,liIIed. IIClvltld,
or otherwise implcted' by the proposed Ictivity: N01!IB
B. ProYide I brief stltement describing Iny proposed mitigltion fDr implctS tD wltlands Ind Dther surflCI Wlters (Ittlch
Idditionll shMtS if llICesslry~ R/A
Applicltion Nlme:
Applicltion Number:
OffIce where the .ppli~tjon cln be inspected:
FOR AGENCY USE ONLY
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FLOOD-ROUTING CALCULATIONS FOR STOR-ALL INDUSTRIAL AVENUE
I. SITE DATA
T otaJ Area = 4.35 Acres
Building Area = 1.09 Acres
Paved Area = 1.36 Acres
Retention Area Bottom = 0.58 Acres
Retention Area Sides = 0.49 Acres
Remaining Open Space = 0.83 Acres
990517'2
ORIr,II\IAI C'I '''''''1!TT!\L
MAY 1 7 1999
II.
RAINFALL EVENTS
- "
,~~ 1:'
5 yr - 1 day 8"
25yr-3day 15"
100 yr - 3 day 18"
III. SOIL STORAGE
10.58 Ac. x 1.88") + 10.49 x 8.18") + (0.83 x 8 18") = 6.26"
1.90 Ac.
% pervious = 1.9 Ac./4.35 Ac. = 0.44
S = 6.26" (0.44) = ~
IV. SCS CALCULATIONS (see attached)
Note: No discharge considered, 25 yr - 3 day storm stored on-site
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07-17-1998
MICHABL 8. SCHORAH & ASSOCIATBS, INC.
PROJECT NAMB: STOR-ALL 80YNTON ALT 4
ARB! = 4.35 ACRBS
GROUND STORAGB = 2.75 INCHES
100 TBAR RAINPALL = 18 IRCHBS
100 YEAR PLOOD STAGB = 18.35 PElT
STAGB STORAGB DISCHARGB
12.00 0.00 0.00
18.50 5.66 0.00
19.00 6.70 11.25
19.50 7.92 31.82
20,00 9.13 58.46
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PROJECT KAME: STOR-ALL BOYKTOK ALT 4
**STACE - CUMULATIVE STORACE CALCULATIONS**
YERTICAL STORAGE AREAS
AREA NUMBER - 1
STORAGE ARRA
STARTING STORACE ELEVATION
0.S8 ACRES
12.00 PEET
LIKEAR STORAGE ARRAS
AREA NUMBER - 1
STORAGE AREA 0.49 ACRES
LINEAR STORAGE PROM ELEV. 12.00 PT. TO ELEV. 18.00 PT,
YERTICAL STORAGE PROM ELEY. 18.00 PT. OK UP
AREA NUMBER - 2
STORAGE AREA 1,36 ACRES
LINEAR STORAGE PROM ELEV. 18.00 PT. TO ELEV. 19.00 PT.
YERTICAL STORAGE PROR ELEV. 19.00 PT. OK UP
STORAGE (AC-PT)
VERT. LIK. LU.
STAGE AREA AREA AREA TOTAL
(mT) I 1 2 (AP)
12,00 0.0 0.0 0.0 0.0
18.S0 3.B 1.7 0.2 S.7
19.00 4.1 2.0 0.7 6.7
19.50 4.3 2.2 1.4 7.9
20.00 4.6 2.S 2.0 9.1
"
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PROJBCT NA"B: STOR-ALL BOYNTON ALT 4
*** SCS RUNOFP & PLOOD ROUTING - 5 - TBAR STOR"
RAINPALL = 8.0 INCNBS 24 HOUR DURATION STOR"
TIME
(HR)
RAIN
(IN)
RUNOPP
(IN)
DISCHARGE STORAGB STAGE
(C'S) (A-') (PT)
RUNO"
(A-P)
0.00 0.00 0.00 0.00 0.0 0.00 12.00
5.00 0.50 0.00 0.00 0.0 0,00 12.00
10,00 1.70 0.34 0.12 0.0 0.12 12.14
10.50 1.90 0.44 0.16 0.0 0.16 12.18
11.00 2.15 0.59 0.21 0.0 0,21 12.25
11.25 2.35 0.71 0.26 0.0 0.26 12.30
11,50 2.55 0.84 0.31 0.0 0.31 12.35
11.75 3.90 1.84 0.67 0,0 0.67 12.77
12.00 5.25 2.96 1.07 0.0 1.07 13.23
12.25 5.54 3.21 I. 16 0.0 I. 16 13.34
12.50 5.83 3.47 1.26 0.0 1.26 13.45
12.75 5.98 3.61 1.31 0.0 1.31 13.50
13.00 6.14 3.74 1.36 0.0 1.36 13.56
13.50 6.36 3.94 1.43 0.0 1.43 13.64
14.00 6.54 4.11 1.49 0.0 1.49 13.71
19.00 7.47 4.95 1.80 0.0 1.80 14.06
24.00 8.00 5.44 1.97 0.0 1.97 14.27
A
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PROJECT NAME: STOR-ALL BOYNTON ALT 4
ttt SCS RUNOPP & PLOOD ROUTING - 25 - YEAR STORM
RAINPALL = 11,0 INCHES 3 DAY DURATION STORM
TIME
(HR)
RAIN
(IN)
RUNOPP
( IN)
RUNOPP
(A-P)
DISCHARGB STORAGB STAGE
(CFS) (A-F) (FT)
0.00 0.00 0.00 0.00 0.0 0.00 12.00
12.00 0.81 0.02 0,01 0.0 0.01 12.01
24.00 1.61 0.30 0.11 0.0 0.11 12.12
36.00 2.78 1.00 0.36 0.0 0.36 12.42
48.00 3.96 1.89 0.69 0.0 0.69 12.79
53.00 4,65 2.45 0.89 0.0 0.89 13.02
58.00 6.31 3.90 1.41 0,0 1.41 13,63
58.50 6.58 4.14 1.50 0.0 1.50 13.73
59.00 6.93 4.46 1.62 0.0 1.62 13.86
59.25 7.21 4.71 1.71 0.0 1. 71 13.96
59.50 7.49 4.97 1.80 0.0 1.80 14.07
59.75 9.35 6.71 2.43 0.0 2.43 14.79
60.00 11.21 8.47 3.07 0.0 3.07 15.53
60.25 11.61 8.86 3.21 0.0 3.21 15.69
60.50 12.01 9.24 3.35 0.0 3.35 15.85
60.75 12.22 9.45 3.42 0.0 3.42 15.94
61.00 12.43 9.65 3,50 0.0 3.50 16.02
61.50 12.74 9.95 3.61 0.0 3.61 16.14
62.00 12.99 10.19 3.69 0,0 3.69 16.25
67.00 14.27 11.43 4.14 0.0 4.14 16,76
72.00 15.00 12.14 4.40 0.0 4.40 17.06
,0
PROdECT NAME: STOR-ALL BOYNTON ALT 4
ttt SCS RUNOFF & PLOOD ROUTING - 100 - YBAR STORM
RAINFALL = 13.3 INCHBS 3 DAY DURATION STORM
TIME
(HR)
RAIN
(IN)
RUNOFF
(IN)
RUNOFF
(A-P)
DISCHARGE STORAGB STAGH
(CPS) (A-P) (FT)
O. DO 0.00 0.00 0.00 0.0 0.00 12.00
12.00 0.97 0.05 0.02 0.0 0.02 12.02
24.00 1. 93 0.46 0.17 0.0 0.17 12.19
36.00 3.34 1.40 0.51 0.0 0.51 12.59
1,8.00 1,.76 2.54 0.92 0.0 0.92 13 .06
53.00 5.5B 3.25 1.18 0.0 1.18 13.35
58.00 7.58 5.05 1.83 0.0 1. 83 14.11
58.50 7.90 5.35 1. 94 0.0 1. 94 14.23
59.00 8.32 5.74 2.08 0.0 2.08 14.39
59.25 8.65 6.05 2.19 0.0 2.19 14.52
59.50 8.98 6.36 2.31 0.0 2.31 14.65
59.75 11.22 8,1,9 3.08 0.0 3.08 15.54
60.00 13.45 10.63 3.85 0.0 3.85 16.43
60.25 13.94 11.11 4.03 0.0 4.03 16,63
60.50 14.42 11. 57 4.19 0.0 I, .19 16.82
60.75 14.67 11. 82 4.28 0.0 4.28 16.92
61. 00 1', .92 12.06 4.37 0.0 1,.37 17.03
61.50 15.29 12.42 4.50 0.0 4.50 17.18
62.00 15.60 12.72 4.61 0.0 4.61 17.30
67.00 17.13 14.22 5.16 0.0 5.16 17.93
72.00 18.01 15.08 5.47 0.0 5.47 18.28
'/31
[) -=-.,. ''OUNKELBERGER ENGINEERING a:-TESTING, INC. .
~ I Geotechnical · Materials Testing/Inspection. Environmental
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MAY 1 "7 1999
99051 7
2
ifjPB
Michael B. Schorah and Associate~, !nc.
1850 Forest Hill Boulevard
West Palm Beach, Florida 33406
May 27, 1998
Project No. 98-21-1043
Attention: Mr. Michael laCoursiere
Subject: Geotechnical Services - Borehole Permeability Tests
Stor-A11
Boynton Beach, Florida
Dear Mr. laCoursiere:
Dunkelberger Engineering & Testing, Inc. (DEl) has conducted two borehole penneability tests at
the referenced site to evaluate the hydraulic conductivity characteristics of the upper 1Oj: feet of the
soil profile components. The locations of the tests were selected by you. Results of the tests are
reported herein.
Each penneability test was conducted in a 4.0-inch diameter by 10-foot ill deep borehole whose
sidewalls were stabilized with 2-inch diameter partially perforated well screen and 6120 silica sand.
Usual open hole, constant head test methodology was utilized for the hydraulic conductivity
detennination.
The measured depth to the water table ranged from 7.4 to 8.7 feet below the existing ground surface
on May 21, 1998. Differences in water table depths can be attributed to slight variations in the
ground surface elevations.
Results of the tests are presented on the attached sheets along with the pertinent stratigraphic,
geometric and hydraulic conditions existing at the site. Review of the test results shows that the
hydraulic conductivity of the profile components ranged from 4.46 x 10" to 5.71 X 10" cubic feet per
second per square foot per foot head (cfs/sf-ft). Referencing an empirical correlation given in the
South Florida Water Management District (SFWMD) Technical Publication 87-5, dated December
1987, the hydraulic conductivity corresponds to soil penneability values of about 39 to 49 feet per
day. We suggest reducing the measured conductivity/penneability value by at least 25 to 30 percent
to provide a factor of safety in the design.
1545 Donna Road. West Palm Beach, Florida 33409
Telephone (561) 689-4299 . Fax (561) 689-5955
MichaelB. Schorah and As!.......ates. Inc.
Project No. 98-21-1043
~
Page 2
_000_
We trust that the information provided in this letter is clear and understandable. Should it require any
clarification or amplification, however, please contact us.
Very truly yours,
DUNKELBERGER ENGINEERING & TESTING, INC.
~-V4~
Ronald A. Clark
Engineering Associate
c-
Douglas S.
President
elberger, P.E
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1043rpt
cc: Addressee (2)
Attachment: Sheets 1 and 2 - Field Permeability Test Results
[)E&T
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DUNKELBERGER ENGINEERING & TESTING, INC.
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'.(~:.F1kti)"PEiiMIt4.B")'t:r-:~ii!Jt;?:~;:';~~~,~~~fr~;r;~~:~;~~.~:J--;F;:,:":~i;r~:TIJ?-;~:~~~r.:~~
Project Name 1 Number:
Stor-AIl, Boynton Beach, Florida
98-21-1043
TEST NUMBER: BHP-I
TEST LOCATION: 165' south & 20' east of northwest property
comer
SUBSURFACij'PROFlLE
Depthl Samples
Elevation Taken
(feet) Soil Description (Y IN)
0.0 - 10.0 Gray, light-brown and dark brown fine SAND, trace silt N
Water Table Depth: 7.4'
Constant Head Maintained at: Ground Surfuce
. ,
PERMEABlLITYRESULTS'
Uncased (U) or Cased (C): C
Casing Depth (ft): 10.0
Casing Stick-up (ft): 0
Perforated length (ft): 10.0
Constant Head Fallinll Head
Volume Used
Start Stop (I!allons) Start Stop Drop (Ft)
Osee. 302 sec. 50 -- -- --
*1(, Hydraulic Conductivity (CFSlFt2 - Ft Head)
=
I
S.71xl0..,,'<Y}i> <I
*(Reference: Equations in SFWMD Permit Infurmation Manual, Volume IV)
Sheet I of2
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DEtiT
DUNKELBERGER ENGINEERING & TESTING, INC.
," ','
FIELD PERM/1ABIUTYtEst
Project Name 1 Number:
Stor-All, Boynton Beach, Florida
98-21-1043
TEST NUMBER: BHP-2
TEST LOCATION: 75' north & 75' west of southeast property
corner
SUBSURFACEPRliFlLE;"'
Depthl Samples
Elevation Taken
(feet) Soil DescriDtion (Y IN)
0.0 - 10.0 Gray, light-brown and dark brown fine SAND. trace silt Y
Water Table Depth: 8.7'
Constant Head Maintained at: Ground SurfiIce
. PERMEABILiTY RESuLTS .
Uncased (U) or Cased (C): C
Casing Depth (ft): 10.0
Casing Stick-up (ft): 0
Perfurated length (ft): 10.0
Constant Head Fallin!! Head
Volume Used
Start StOD (ulloos) Start StOD DroD (Ft)
o sec. 289 sec. 50 -- -- --
.K, Hydraulic Conductivity (CFSlFt2 - Ft Head)
=
I
4.46xl 0"'>" ,,';;'~":I
.(Reference: Equations in SFWMD Permit Information Manual, Volume IV)
Sheet 2 of2
CITY OF BOYNTON BEACH, FLORIDA
INTER-OFFICE MEMORANDUM
TO:
Mike Rumpf
3-8-99
FILE:
DATE:
SUBJECT:
REFERENCES:
ENCLOSURES:
I reviewed the site plans for number PZ 99-050 (Stor-All). I do not see nay code deficiencies.
Site Plans Review #99-050
FROM:
Sgt Jensen
I do have some concerns about the line of sight for vehicles traveling eastbound on Knuth Road. The northwest
comer of the property will have three Laurel Oaks. I am concerned that these trees will partially obstruct the
view of traffic, My concern is that the eastbound traffic usually travels at a speed higher than the speed limit
The area west of Knuth Rd, is primarily PB County jurisdiction and eastbound traffic is not enforceable by
Boynton Beach Police, I would like assurance that the approaching vehicles will be seen at a safe enough
distance to avoid a high speed crash,
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MAR 91 '/!Jf
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lON!;\JG VEPI
DEPARTMENT OF DEVELOPMENT
MEMORANDUM
ENG 99-031
FROM:
Michael W. Rumpf, Acting Planning & Zoning Manager
Raymond F. Davidson, P,E., Acting City Engi~
March 8, 1999
,. ....----..,
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! PU<iiN;NG AND
. ZONING DEPT.
TO:
DATE:
RE: STOR-ALL (COUS 99-001) - CONDITIONAL USE
1ST REVIEW COMMENTS
We have reviewed the subject plans and offer the following comments that should be addressed prior to
the project being forwarded for Board review:
1. 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: site lighting, paving,
drainage, curbing, landscaping and irrigation. Permits required from other permitting agencies, such
as FDOT, PBC, SFWMD, DERM, L WDD, DEP and any others, shall be included with your permit
request.
2. On all applicable plans, show a 5' concrete sidewalk along Knuth Road the length of the property.
[LDR Chapter 6, Article IV, Section lOT.]
3, On all applicable plans, show a 6" thick sidewalk through both driveways.
4. On the Site and Landscaping Plans, specify clear sight triangles at both egress driveways in
accordance with FDOT Index 546. Additionally, add a note on the Landscape plan that all
landscaping within the sight triangles shall provide a clear and unobstructed cross-visibility at a level
between 30" and 6' above the pavement. [LDR Chapter 7.5, Article II, Section 5.H.]
5. Show handicap ramps on the Site Plan and Paving and Drainage Plan as shown on the paving and
drainage details. Ramps are required at the handicap parking spaces and at both driveways.
6. On the applicable plans add two "Do Not Enter" signs facing southwest and northwest at the Knuth
Road driveway and show the stop bar across the entire driveway. Also, delineate the Old Boynton
Road ingress/egress driveway with double yellow 6", 25' long stripes. [LDR Chapter 4, Section
7.B.2.] Show the egress lane to old Boynton Road as 12' wide and the ingress lane as 15' wide.
7, Provide an Engineer's certification that the drainage plan conforms to the City's rules, regulations
and codes. [LDR Chapter 4, Section 7,F.2.]
8. On the applicable plans, change the 20' wide exit roadway to a 22' wide width to provide a minimum
fire lane aisle. Also stripe and sign the roadway as a fire lane. [LDR Chapter 23, Article II.B.2. and
Article I1.M.]
Department of Development Memorandum ENG 99-031
Re: Stor-All- Conditional Use 1 st Review
March 8, 1999
Page Two
9. On the applicable plans, show a 5' high masonry wall or equivalent screen to buffer the residential
use along the southern bOWldary. [LDR Chapter 6, Article Ill, Section 3] Also, provide a cross
section at the south property line to clarify proposed grading in this area.
10. On all applicable plans, show a Type "D" curbing aroWld all curvilinear, landscaped areas to prevent
encroachment (NE, SE and SW comers). [LDR Chapter 23, Article I1.E.]
11. Show on the Site Plan and Paving and Drainage Plan all proposed locations of Type "D" curb and
flush header curb.
12. Provide COWlty approval to outfall into the Knuth Road drainage system.
13, On the parking stall detail, change the handicap sign from a FTP 26 to a FTP 25 to agree with the
Site plan. Change the City Drawing from B-90012 to B-98001, specify white, diagonal stripes
within the 5' accessibility path and correct the plan view to agree with the handicap ramp detail.
14. Show on all applicable plans a buffer wall or vegetative buffer at the west end of the loading zone to
screen it from view along Knuth Road. [LDR Chapter 9, Section 10.]
15. Show the location of Section "E-E" on the Paving and Drainage Plan.
16. Show concrete aprons for all inlets on the Paving and Drainage Plan.
17. Specify by a general note that the exfiltration trenches and associated inlets shall conform to City
Standard Drawing B-91007 and revise trench detail accordingly. Also, provide proposed dimensions
for the exfiltration trench on sheet 5 of 6.
18. We recommend installing a 6' hedge along Knuth Road, south of the driveway and not within the
clear sight area, to screen the two loading zones to the southwest.
19. Provide concrete wheelstops for all parking spaces that are not abutting a sidewalk.
20. Revise the Paving and Drainage specifications on sheet 5 of 6 to eliminate corrugated metal pipe and
provide specifications for HDPE pipe.
21. Add a note to the Paving and Drainage specifications indicating that a pre-construction meeting is
required prior to beginning construction.
22. Coordinate the control structure detail with the Paving and Drainage Plan regarding the size of the
pipes.
23. What is the proposed elevation of the top of weir plat in the control structure? Why is this proposed
to be adjustable? Provide approval from the SFWMD for the proposed stormwater drainage system,
Department of Development Memorandum ENG 99-031
Re: Stor-All- Conditional Use 1 sl Review
March 8, 1999
Page Three
24. Provide approval from the County for the location of the driveway from Old Boynton Road. A
variance from the City will be required if the driveway is to be located less than 180 feet from Knuth
Road.
25. Coordinate section "C-C" with the Paving and Drainage Plan, dimensions do not agree,
26. Show all proposed pavement markings, striping and signage on the Paving and Drainage Plan,
RD:KH/ck
Xc: Ken Hall
Sebastian Puda
C:\My Documents\Stor-AII Conditional Use 1st Review.doc
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'lOllING Oc< '
LEISURE SERVICES: PARKS DIVISION MEMORANDUM
RE:
Michael Rumpf, Acting Manager of Planning & Zoning
John Wildner, Parks superintendentr
Knuth Road and Old Boynton Road
TO:
FROM
DATE:
February 26, 1999
The Leisure Services Department, Parks Division, has received the site plan for Knuth
Road and Old Boynton Road, There are no recreation-related comments, The plan may
continue through the normal review process,
JW:ad
MEMORANDUM
UTILITIES DEPT. NO, 99 - 064
rn~.@~n\l'l~rnI
I:~ 11111
C~ 2 61999 ;i,[I,
PLANNiNG AND
ZON!~JG DEPT.
TO:
Mike Rumpf, Planning Director
FROM:
John A. Guidry, Utilities Director
DATE:
February 26, 1999
SUBJECT:
Stor-All Knuth Road - New Site Plan - 1" Review
We offer the following comments on this project:
GENERAL COMMENTS
1) All utilities easements shall be shown on the rectified landscaping drawings so that we may
determine which trees 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,
LDR Sec, 7,5-18.1 gives public utilities the authority to remove any trees that interfere with utility
services, either in utility easements or public rights-of-way,
2) Dept. of HRS permits will be required for the water and sewer systems serving this project. (Sec.
26-12)
3) Fire flow calculations will be required demonstrating the City Code requirement of 1500 g,p.m. as
stated in LDR chap, 6, Art, , Sec, 16, or the requirement imposed by insurance underwriters,
whichever is greater. (see Sec, 26-16(a)), Please submit these calculations with your HRS permit
submittaL
4) Sec, 26-34(E) of the City Code requires that a capacity reservation fee be paid for this project
either upon my request for signature on the Health Dept. application forms or within 30 days of site
plan approval, whichever occurs first. This fee will be $194,04 based upon the meter size shown,
5) Provide an engineer's written certification that drainage will conform with all rules of the City and
the South Florida Water Management District. (LDR Chap, 4, sec. 7F)
SPECIFIC CONDITIONS
1) 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 12 feet. The easements shall be dedicated via separate instrument to the City as stated in
Sec, 26-33(a) of the Code.
2) This office will not require surety for installation of the water and sewer utilities, on condition that
the systems be fully completed, and given to the City before the first permanent meter is set. Note
that setting of a permanent water meter is a prerequisite to obtaining the certificate of occupancy,
3) LDR chap, 6, Article IV, Sec, 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, Also extend the water main to the east property line for looping with a future
main,
4) Appropriate backflow preventers will be required on the domestic water service to the building,
and the fire sprinkler line in accordance with Sec, 26-207,
5) A building permit for this project shall not be issued until this office has approved the plans for the
water and/or sewer improvements required to serve the project. (Sec. 26-15)
6) An on-site sewage disposal system will not be permitted on this site, Public sanitary sewer is
available in the adjacent right-of -way, and the proposed building must therefore be connected to it
in accordance with Sec 26-122 of the City of Boynton Beach Code.
Please refer any questions on this matter to Peter Mazzella (742-6404) of this office,
JAG/PVM
Xc: Skip Milor
Peter Mazzella