HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 4_06/15/2017 VILLAGE OF TEQUESTA
- ��� DEPARTMENT OF COMMUNITY DEVELOPMENT
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Staff Report-Planning and Zoning Board Public Hearing-6-15-17
1. PETITION DESCRIPTION-SPR-3-17
APPLICANT: Michael Sanchez/Managed Land Entitlements
3710 Buckeye Street, Suite 100, Palm Beach Gardens, FL 33410
OWNER: Bartl Real Estate, Inc.
REQUEST: Application of Bartl Real Estate Inc. for a site plan review to build a four (4) level
15,296 sq. ft. office building.The application includes a landscaping plan, one (1)
monument sign, and other site improvements on the parcel.
LOCATION: The property is located on US Highway 1 between Palm Court and Harbor Road
South in Tequesta,Florida,33469.The legal description for the property is JUPITER
HEIGHTS LTS 1 TO 9 INC & ABND 40 FT STRIP LYG W & ADJ THERETO BLK 5. The
Parcel Control Number for the property is 60-43-40-30-02-005-0010.
LOCATION MAP
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US Highway 1
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1
Department of Community Development-Staff Report—Austrade Building SPR 3-17
2. PETITION FACTS
a. Total Gross Site Area: 21,600 Sq. Ft. (.50 Acres)
b. Total Building Footprint Area: 4,241 sq.ft.
c. Total Building Square Footage:
• Main building: 15,296 sq.ft. (all floors); 9,300 sq.ft. (leasable area)
• Ground Floor:4,241 sq.ft.
• Floor 1:3,685 sq.ft.
• Floor 2:3,685 sq. ft.
• Floor 3: 3,685 sq. ft.
Land Use and Zoning
EXISTING LAND USE FUTURE LAND USE 20NING
G2
SUBJECT PROPERTY Vacant Land Commercial (C) (Community
Commercial District)
G2
NORTH Commercial (C) Commercial (C) (Community
Avis/Budget
Commercial District)
SOUTH CH/5 Commercial High CG—Commercial
Unincorporated Palm Office Building w/Underlying MR-5 General
Beach County— (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC)
EAST
Unincorporated Palm Residential Low Density Residential Low Density Residential Low Density
Beach County—Single (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC)
Family Residential
WEST M-U (Mixed Use) M-U (Mixed Use) M-U (Mixed Use)
US Highway 1
3. BACKGROUND
Bartl Real Estate Inc. applied for a site plan review to build a four(4) level 15,296 sq.ft. office building
(Austrade Building) on a vacant site located on US Hwy 1. Per the applicant, "The maximum number
of employees in the building is anticipated at approximately 25-30". The Development Review
Committee(DRC)provided review comments to the applicant on November 18,2016.The DRC includes
community development, engineering (civil and traffic), landscaping, building, water, fire safety and
law enforcement professionals.
In order to proceed with the site plan review process,the applicant requested five (5) variances from
the requirement of C-2 Community Commercial District zoning designation as follows:
1.Variance#1: Side Setback
Code requirement:Section 78-143: 20 feet at any intersecting street, plus five (5) additional feet per
story for buildings greater than three (3) stories in height= required 25 feet. Proposed: 20 feet.
2
Department of Community Development-Staff Report—Austrade Building SPR 3-17
2.Variance#2: Rear setback
Code requirement: Section 78-143: 10 feet, plus five (5) additional feet per story for buildings greater
than three (3)stories in height= required 15 feet. Proposed: 10 feet from rear property line.
3.Variance#3: Parking space width for seven (7) spaces within side parking area
Code requirement: Section 78-691: required 10-foot-wide parking spaces. Proposed: 9.5 foot-wide parking
spaces for seven (7) spaces within the side parking area.
4. Variance#4: Loading zone location
Code requirement:Section 78-696: Loading spaces shall be exclusive of driveways, aisles or drives
provided for other off-street parking areas. Proposed: Loading zone to be located within drive aisie near front
door.
5.Variance#5: Landscape strip between parking spaces and building on side
Code requirement:Section 78-409: Parking rows and traffic aisles must be separated from principal
structures on the side and front by a landscape strip of at least four feet in width. Proposed: Provide between
one (1)to two (2)feet of landscaping between the parking spaces and the south side of the building.
The sublect variance application was heard and approved by the Villape Council (3-2) on March 9, 2017(see
attached development order). After the variance application was granted, the DRC continued the review
process.
The following graphic depicts the approval process for the subject application:
� �
Variance Application Site Plan Review Site Plan Review
VAR-02-17 Planning and Zoning Village Council
Approved by Village Board—6.15.2017 /
Council—3.9.2017 ��
� � �
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Department of Community Development-Staff Report—Austrade Building SPR 3-17
4. DEVELOPMENT REVIEW COMMITTEE(DRC)
ZONING REVIEW
C-2 Zoning District REQUIRED BY CODE PROPOSED COMMENTS
Minimum Lot Size 7,500 sq.ft. 21,600 sq.ft. In compliance with Code
Minimum Lot 75 ft 180' In compliance with Code
Width
Setbacks(C-2)
Front Yard 25 ft.,except 4 story buildings require an 58' In compliance with Code
additional 5 feet for each story above 50 ft.
Note 5.Example: Where minimum front yard
requirement is 25 feet,an additional five feet
per story is added for buildings greater than
three stories in height,so that a five-story
building shall have a minimum front yard of
35 feet. Minimum side yards and minimum
rear yards shall be adjusted in like fashion.
REQUIRED:30'
Rear Yard 10 ft.however,none where property abuts 10'
railroad right-of-way or spur track. Note 5. APPROVED Variance
Example: Where minimum front yord application VAR-02-17
requirement is 25 feet, an additional five feet
per story is added for buildings greater than
three stories in height so that a five-story
building shall have a minimum front yard of
35 feet.Minimum side yards and minimum
rear yards shall be adjusted in like fashion.
REQ UI RED:15'
Side Yard-North 10 ft.,except 20 ft.at any intersecting street 20'
and where a property is contiguous with any APPROVED Variance
noncommercial district. Note 5.Example: application VAR-02-17
Where minimum front yard requirement is 25
feet, an additional five feet per story is added
for buildings greater than three stories in
height,so that a five-story building shall have
a minimum front yard of 35 feet. Minimum
side yards and minimum rear yards shall be
adjusted in like fashion. REQUIRED:25'
Side Yard-South 10 ft.,except 20 ft.at any intersecting street 72' In compliance with Code
and where a property is contiguous with any
noncommercial district. Note 5.Example:
Where minimum front yard requirement is 25
feet, an additional five feet per story is added
for buildings greater than three stories in
height;so that a five-story building shall have
a minimum front yard of 35 feet. Minimum
side yards and minimum rear yards shall be
adjusted in like fashion. REQUIRED:25'
4
Department of Community Development-Staff Reporf—Austrade Building SPR 3-17
19.63% In compliance with Code
Lot Coverage Max 40%
Building Height 4 stories/50 ft. Building: In compliance with Code
4 levels
45'-6"
Parking Sec. 78-705(6):
Business and professional service, except for In compliance with Code
financial institutions:One space per 300 TOTAL:31
square feet of gross leasable area. spaces
Proposed leasable area:9,300 sq.ft. 7 spaces 9.5 APPROVED Variance
REQUIRED:31 SPACES ft)Variance application VAR-02-17:
Section 78-691(width of
Sec. 78-691 (6J"However,fornewdevelopment seven(7) parking spaces)
occurring after the effective date of the 17 spaces
ordinance adopting this code provision, an off- (10ft)
street parking space shall consist of a parking Standards
space marked with double striping and having
minimum dimensions of nine feet in width
when measured from between the interior of
the parking space lines and ten feet in width
when measured from the center of the double
striping area, by 18 feet in length for the
parking of each motor vehicle, exclusive of
access drives or aisles thereto".
Sec. 78-691 (dJ 'Each lot, parcel, or property 7 spaces
subject to a development or redevelopment Compact
proposal shall be allowed to design its off- (9 ft and 8ft)
street parking space areas utilizing a maximum
of 25 percent of the minimum required
parking spaces to be identified as "compact
spaces" with minimum dimensions of eight
feet in width by 16 feet in length,subject to the
review and approval of the village consulting
engineers,the village development review staff
and the village council."
Landscape Open Min 25% 26.71% In compliance with Code
Space
idewalks PerSec. 78-331 (h)(7): Pedestrian walkways 5ft In compliance with Code
must be a minimum of 5 ft wide, parallel to
roadways and a min of 4'from edge of
roadway.
5
Department of Community Development-Staff Report—Austrade Building SPR 3-17
Signage
The application includes one monument sign, which complies with Village's Code Sec. 78-741(2)(e)(ii)
"Establishments not in a shopping center, located within the C-2 community commercial district or the C-3
general commercial district, shall be allowed one sign per building apart from the building not to exceed 60
square feet in area and not exceeding 20 feet in height from finished grade and having a minimum setback
of ten feet in accordance with_section 78-739." See drawing A-2 that provides the following information:
square footage, material, color, and font.
Development Phases
Infrastructure and buiiding will be developed in one phase.
Comprehensive Plan
The subject application is consistent with Level of Services required by the Comprehensive Plan, and with
Policy 1.1.2 of the Future Land Use element: Commercial Land Use "Activities related to the sale, lease or
distribution of products and/or the provision of services".
Level of Service
Per Division2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service
standards. See attached review letter from Mr.Spencer M. Schroeder, P.E.from Mock Roos &Associates.
See Applicant's Justification Statement and letter from Mr.Todd N. McLeod, P.E.
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows:
- Tequesta Fire-Rescue Department (Fire Marshal). See attached letter.
- Loxahatchee River Environmental Control District (ENCON).See attached letter.
- South Florida Water Mana�ement District (SFWMD). Applicant Statement "The Applicant will submit
for and obtain the requisite drainage approval/permit from SFWMD as soon as the civil construction
plans for the Project are substantially completed. Said construction plans have not yet been prepared
since the design of the site is still under review by the Village's Development Review Committee. It
should be noted that the Applicant contacted SFWMD on May 8,2017 to inquire whether a letter could
be provided by SFWMD confirming that the project would need to obtain an approval/permit from
SFWMD; however, the Applicant was informed that SFWMD can only provide a letter related to the
project after an application for permit is submitted and approved. The Applicant respectfully requests
staff's understanding that this project cannot move forward to construction without a permit from
SFWMD, and the Applicant hereby commits to obtaining same as soon as construction plans are
completed and to providing a copy of the approval/permit to the Village once issued."
- Florida Department of Transportation (FDOT).ApplicantStatement"The Applicant will submit a permit
application to FDOT for drainage and other improvements adjacent to the FDOT right-of-way as soon
as construction plans are completed, and will provide a copy of the permit to the Village once issued."
- Palm Beach County Traffic En�ineerin� Division. See attached letter.
- Florida Power& Light Company. See attached letter.
- Telephone service provider, as applicable. See attached letter.
- Solid waste purveyor. See attached letter.
- Tequesta Water Department. See attached letter.
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Department of Community Development-Staff Report—Austrade Building SPR 3-17
BUILDING DEPARTMENT REVIEW
The Village of Tequesta's Building Official Mr. Jose Rodriguez as member of the Development
Review Committee, provided comments that have been addressed by the Applicant. Further
review will be conducted at the time the Applicant submits construction drawings for permitting
to the Building Department.
TRAFFIC ENGINEERING REVIEW
Please see attached review letter from Mr.Trent Ebersole, P.E.from McMahon Associates, Inc.
SEWER, DRAINAGE AND WATER REVIEW
Please see attached review letter from Mr.Spencer M. Schroeder, P.E. from Mock Roos&Associates.
LAW ENFORCEMENT REVIEW
Chief Jim McGrew as part of the Development Review Committee review the application and has
not comments at this time.
FIRE SAFETY REVIEW
The Village of Tequesta's Fire Safety consultant, Mr.James Weinand and Fire Chief Joel Medina as
members of the Development Review Committee, provided comments that have been addressed
by the Applicant. Further review will be conducted at the time the Applicant submits construction
drawings for permitting to the Fire Safety Department.
LANDSCAPE REVIEW
See attached review letter from Mr.John Carton, RLA,consulting landscape architect.
5. FINAL REMARKS
This development application met the requirements set on Section 78-334 notice of hearing.The
notice of hearing was advertised on June 5, 2017.
The approved variance application, VAR-02-17, includes Conditions of Approval that requires "the
proposed parking spaces located in the bottom floor of the proposed building shall be available as off-
street parking spaces and shall not be closed off from general use for off-street parking."
To ensure compliance with this subject condition, Staff is recommending the following condition of
approval:
The ownership entity of the office building shall require that the garage doors remain open during normal
business hours to ensure that the eight (8J garage parking spaces located underneath the building are
available as off-street parking spaces and not closed off from general use for off-street parking.
As a courtesy the notice of hearin�was mailed to all property owners located within a 300-foot radius of
the subject property.
7
Department of Community Development-Staff Report—Austrade Building SPR 3-17
EXISTING SITE CONDITIONS
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Department of Community Development-Staff Report—Austrade Building SPR 3-17
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9
Department of Community Development-Staff Report—Austrade Building SPR 3-17
? `
OItDER OF THE VILLAGE COUNCIL
VILLAGE OF TEQUESTA
R�QUEST FOR VARIANCE APPROVAL
CASE NO.: VAR-02-17 F���d; V111age of Teq��a:�ta
L�ate; ��lv-l�
IN RE: Bartl Real Estate, Inc., Owner/Applicant �
.
Time:��O�_.�.�..
PROPERTY LOCATION:
U.S. Highway 1, Tequesta, FL 33469 (between Palm Ct.,and Harbor Rd., S.)
LEGAL DESCRIPTION:
JUPITER HEIGHTS LTS 1 TO 9 INC & ABND 40 FT STRIP LYG W & ADJ
THERETO BLK 5
PARCEL CONTROL NUMBER:
60-43-40-30-02-005-0010
VARIANCES REQU�STED:
Variance from Sec. 78-143 to allow construction of a new four story office building
with a side setback of 20 feet where the code requires a side setback of 25 feet; and
Variance from Sec. 78-143 to allow construction of a new four story office building
with a rear setback of 10 feet where the code requices a rear setback of 15 feet; and
Variance from Sec. 78-691 to allow construction of a new four story office building
with seven of the required off-street park►ng spaces being a width of 9.5 feet
where the code requires all off-street pat•king spaces to have a minimum width of 10
feet; and
Variance from Sec. 78-696 to allow construction of a new four story office building
with a loadi�ig zone located in the front drive aisle where the code requires the
loading zone to be ]ocated outside of all designated di•ive aisles; and
Variance from See. 78-409 to allow construction of a new four story office building
with a one foot wide landscape buffer on a portion of the site between the parking
lot and the south side of the building where the code requires a four foot wide
landscape buffer.
ORDER APPROVING VARIANCE APPLICATION
This cause came on to be heard upon the above application and the Tequesta Village
Council having considered the evidence presented by the applicant and other interested persons at a
hearing called and pt•operly noticed, and the Tequesta Village Council, being otherwise duly
advised,
THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS
AS FOLLOWS:
Page 1
. �
1. The subject property is located in the C-2 Zoning District in the Viliage of Tequesta.
2. The applicant has submitted all documents required by the Village's Code of
Ordinances for variance review.
3. The application and all supporting documentation and presentation materials as
reviewed by the Village Council at its March 9, 2017 meeting, and as kept on file by
the Village, axe made a part hereof and are hereby incorporated by reference as
Exhibit"A".
4. According to Section 78-61, variance approval by the Village Council is required.
5. The applicants have applied for variances from Sections 78-143, 78-691, 78-696 and
78-409 to allow the construction of a new four story office building as specified
above.
6. Under the provisions of the Village Code of Ordinances, the Village Council has the
right,power and authority to act upon the request herein made.
IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE
COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS:
The application for Variance, Case No. VAR-02-17 with reference to the above descxibed
property within the Village of Tequesta, Palm Beach County, Florida, to allow construction
of a new four story office building with a side setback of 20 feet where the code requires a
side setback of 25 feet; and a rear setback of 10 feet where the code requires a rea�� setback
of 15 feet; and with seven of the required off-street parking spaces being a width of 9.5 feet
where the code requires all off-street parking spaces to have a minimum width of 10 feet;
and a loading zone located in the front drive aisle where the code requires the loading zone
to be located outside of a11 designated drive aisles; and a one foot wide landscape buffer on a
portion of the site between the paz•king lot and the south side of the building where the code
requires a four foot wide landscape buffer in the C-2 Zoning District in accordance with
Exhibit "A" is hereby APPROVED since the Village Council hereby finds that the
applicants have met the standards set forth in Section 78-65 of the Tequesta Zoning Code for
variance approval WITH THE FOLLOWING CONDI'TIONS OF APPROVAL:
1. The Applicant shall at all times comply with all off-street parking requirements in terms
of the number of required off-street parking spaces provided.
2. The proposed parking spaces located in the bottom floor of the proposed building shall
be available as off-str•eet parking spaces and shall not be closed off from general use for
off-street parking.
Page 2
" The ter•m applicant(s) as used her•ein shall incltade all succe,ssors c�nd assigns.
* The varianee shall expi`�e within six months fi°om the cicrte of gr•�ant, unless a building per•fnit
fiased ztpon anc� incorporating the vc�riance is issued tinithin the six-month period anc�
construction ha.s begun theretinder.
DONE AND ORDERED THIS 9 DAY OF MARCH, 2017. )
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� MA"YO�A�IL BIZENN�
VILLAGE OF TEQUESTA
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�1V��1�lAHON McMAHON ASSOCIATES, INC.
2090 1'alm Beach L.akes Boulcvard,Suite 400
4Vest Palm I3e�ch,PL 33409
� • • • • p 561-S4p-8650 I f 56]-b�40-8590
PRINCIPALS
Joseph W.NIcN[nhon,P.E.
TECHNICALMEMORANDUM ��StF��,,.��rs�,,,t;s,��.E.,��,����
John S.DePalma
William I.SteFfens
Case��A.Ntoore,P.E.
T�: Nilsa Zacarias, AICP Carq R.NicNaughlon,P.G.,P"fOE
Village of Teqitesta ASSOCIATES
John J.Niitchcll,P.Ii.
Christopher I.Williams,P.I:.
CC: Natalia T.Lercari,P.E'.� LEED R. Ircnt fbcrsole,P.ES.
McMahon Associates, Inc. ��,tt�,��,��.x�,Z�«<�,,r.e.
Maureen Chlebek,P.F.,PTOI:
Dean A.Carr,P.E.
FROM: R.Trent Ebersole,P.E.
McMahon Associates, Inc.
SUBJECT: Austrade Tequesta Office Building—Traffic Review
McMahon Project No.M11172.08
DATE: May 30,2017
McMahon Associates, Inc. (McMahon)has completed a review of the Traffic Study and Site Plan for the
above referenced project. As for the submittal with the revision date of May 23, 2017, all previous
traffic and parking comments have been addressed by the applicant. McMahon has no further
comments regarding the application submittal for the Austrade Office Building.
Sincerely,
�• ��-Y/�t� Ci^�~QC�
R. Trent Ebersole,P.E.
Vice President& General Manager-Florida
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k;;��,�. ��� �a INC.
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� 8417 SE SHARON STREET HOBE tiOUND,
FL 33455
PHONE 77�-486-5447
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M�y 16, �017
Nilsa �ac�rias
Village of Tequesta
Department af Cammunity Develapment
RE: Rustrade Office Building
I have revi�wed the revised plans by Parker Yannette dated r�rsd. 5-1�-17 and
response letter fram Parker Yannette and feel the minar changes made to the
plant pallet are acceptable. Rdditianally I feel the changes made to the
�uffer planting on the East side of the Rlley �u�ich u�as slightly madified due
to the required width char�ge of the alley are acceptable. I feel the project
landscape plan is in compliance �uith the landscape guidelines.
If yau have any question please let me kna�u.
Re�pectfully submitted,
Jahn Carton, RLR
Mocl� � Roos
CONSULTING ENGINEERS
June 7,2017
Nilsa Zacarius, AICP
Comtnunity Development Director
Village of Tequesta
345 Tequesta Drive
Tequesta, FL 33469
Ref. N.: B6034.02
Subject: Austrade Office Building--Application for Site Pl�n Review
Supple«�ental I�ifot�«�atian
Engineering Review Comnlents
Dear Nilsa:
Mock•Roos l�as completed our revietiv of the supplenlental infornlatioil for tlie Austrade
Office Building Sitc Plan Review, submitted by Managed Land �ntitIements on June 7, 2017.
The submitteci information includes the revised Drainage Calculations and fire flow test results
prepared by McLeod, McCarthy & Associates, P.A.
After review�f the submitted supplen�ental infor�mation, it appears tl�at all of our
pi'evious comments ha��e been adequately addressed.
If you have a�1y questions, please call n�e at 683-3113, e�:tension 299.
Si�lcerely,
I�IOCK, ROOS & ASSOCIATF,5, INC.
pencer M. , chroeder, P.E.
Senior Project Manager
SMS:jch
Copies: Sa�ii Heady
John Y. Cairnes
l:\tequ\06034A2\1009ssjh.docx
Mock,Roos&Associates,Inc.
--- _ __ __— _ _ ____
5720 Corporate Way,West Palm Beach, Florida 33407-2066,561-683-3113,www.MockRoos.com
VILLAGE OF TEQUESTA � DEPARTMENTAL USE ONLY '
,
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Departrnent of Commimity Developrnent ; Fee Paid: ;
� ' 345 Tequesta Drive � Intake Date: �
`;, Tequesta,Florida 3346) � �
Pl,:561-768-0451 /Fns:561-768-0(,9� � �
� ' PROJECT#: � �
w�v�v.tequest:i.or,�r � i
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�------------------------
APPLICATION FOR SITE PLAN REVIEW
DRC o
PLANNING & ZONING BOARD a Meeting Date: TBD
VILLAGE COUNCIL a Meeting Date: TBD
INSTRUCTIONS TO APPLICANTS:
1. Please complete all sections of this application. If not applicable, indicate with N/A.
2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A.
All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1, must be reviewed by the Planning &
Zoning eoard. The Planning&Zoning eoard meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council
Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning eoard
shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning &Zoning Board, applications
will be heard by Yhe Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at
6:OOp.m.,in the Village Hall Council Chambers.
I. PROJECT DESCRIPTION &OWNER/AGENT INFORMATION
PROJECT NAME: Austrade Office Building
PROJECT ADDRESS: Not yet assigned
DESCRIPTION OF PROJECT: 15,296 square foot,three-story(four levels including in-ground parking) professional office building
on 0.5-acre property
Property Control Number(PCN), list additional on a separate sheet: 60-43-40-30-02-005-0010
Estimated project cost: $2,000,000-$2,500,000
Property Owner(s) of Record: Bartl Real Estate, Inc.
Address: 3309 Northlake Boulevard,Suite 109, Palm Beach Gardens, Florida 33402
Phone No.: 561-586-7145 Fax No.: E-mail Address:
Applicant/Agent(if other than owner complete consent section on page 3):
Name: Michael Sanchez/Managed Land Entitlements
Address: 3710 Buckeye Street,Suite 100, Palm Beach Gardens, Florida 33410
Phone No.: 561-568-8045 Fax No.: E-mail Address: michael@mylandentitlements.com
1
II. LAND USE&ZONING
Community Commercial
A) ZONING DESIGNATION District(C-2) B) FUTURE LAND USE DESIGNATION Commercial
C) Existing Use(s) Vacant _
D) Proposed Use(s), as applicable Office/Business and Professional Service
I11. ADJACENT PROPERTIES
Name of Business/ Land Use Zoning Existing Use(s) Approved Use(s)
Subdivision Designation Designation
NORTH Budget Rental/Judy's Village:Commercial Village: C-2 Car Rental/Restaurant Same
Cafe
SOUTH Real Estate Office PBC: CH/5 PBC: CG Real Estate Office Same
EAST Residential PBC: MR-5 PBC: RS Residential Same
WEST Real Estate Office Village: Mixed Use Village: Mixed Use Real Estate Office Same
IV. APPLICANT'S STATEMENT OF JUSTIFICATION
Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and
all other provisions of the village comprehensive development plan, and further that the projected use is specifically
authorized by �evelopment ordi��a��ees and regulaiions. The sta�em�nt shall include, but not be limited to, specific
references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets
if necessary.
Please see attached Statement of Justification.
2
V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT
Consent statement(to be completed if owner is using an agent)
I/we, the oWners, hereby glVe Consent t0 Michael Sanchez/Managed Land Entitlements to 2Ct on my/our
behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings
and public hearings pertaining to the application and property I/we own described in the application.
By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the
Village of Tequesta, Florida Code of Ordinances, I/we further certify that all of the information contained in this
application and all the documentation submitted is true to the best of my/our knowledge.
Bartl Real Estate, Inc,
By:Gary Bartl,President Michael Sanchez/Managed Land Entitlements
Owner's N e(please print) Applicant/,Wgent's N (pleas int)
Ow ' Si nature Applicant/Ag t's Signatur
, � :z � ld�/3�/�
Date Date
VI. APPLICATION FEES
(1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or
applicant and his/her design team and the community development director and his/her development
staff.
FEE:A$300.00 fee applies.
(2) Review by the Development Review Committee(DRCJ. The Community Development Director or designee
shall submit such application for departmental staff and consultant review within 30 days of receipt of a
compieted application.
FEE:a$400.00 fee applies.
(3) Review by the Planning and Zoning Board, The Community Development Director or designee shali submit
such application for Planning and Zoning Board review within 45 days of receipt of a completed application.
FEE: a $300.00fee (final approvalJ OR a $500.00fee(recommendation to Village Council) appiies
(4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community
Development Director or designee shall then submit such application, including the recommendations of
the Planning and Zoning Board,for Village Council review.
FEE:a$300.00 fee plus an additionai fee based on the estimated cost of work applies.
To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees,
consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of
the application or not later than 30 days after final appiication approval whichever is determined as appropriate by the
village. Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy
or completion.
Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the
applicant.The fee shall be paid prior to such a �t c � n in s or a public hearing requiring notice.
Ow Signature to Acknowledge
3
VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCE55
The applicant will submit to the Village of Tequesta Department of Community Development the following
documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the
meeting date:
1J Seven (7J 11x17 sets and Three (3J full size sets of professionally prepared site plans showing all existing and
proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior
lighting layout, dimensions of street frontages, property lines and all signage.
2) Fourteen (14) 11x17 sets and Two (ZJ full size sets of Landscaping Plans in accordance with Village of
Tequesta Code of Ordinances, Division IV, Landscaping.
3J Fourteen (14J 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The
Planning & Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color
photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not
display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support
materials (i.e., canvas, wood, metal, etc.J be provided.
4J One(1)CD disk with PDF files including the completed application.
5J Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant.
NOTE: All renderings,models,drawings,photos,etc., will become the property of the Village of Tequesta.
Pre-application meeting
1
APPLICATION SUBMITTAL DEADLINE
Deadline is 45 business days prior to P&Z Meeting date
DRC Meeting
Held within 2 weeks of application
submittal
1
DRC comments provided to Applicant
within 1 week of DRC meeting
1
Re-submit application Planning&Zoning Board Meeting— �
Deadline is 2 weeks following receipt of —► recommend approval
DRC comments (3'a Thursday of each month) '
1
Village Council Meeting—final approval
(2"a Thursday of each month)
4
VII1. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST
GENERAL
(1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant
is other than owner.
(2) Required application fees.
(3) Statements of unity of title,warranty deed, or purchase contract of the subject property.
(4) General location map, showing relation of the site for which site plan approval is sought to major
streets, schools, existing utilities, shopping areas, important physical features in and adjoining the
project, and the like.
(5) A recent aerial photograph of the site.
SURVEY
(1) A signed and sealed boundary survey (not more than one year old) and legal description of the property,
including any and all easements of record as well as existing topographical conditions of the site.
(2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures
within 100' of the project boundary.
(3) Existing utilities within 100' of the project boundary.
(4) Existing trees identified by caliper and species.
SITE PLAN
(1) A site plan containing the title of the project and names of the architect, engineer, project planner
and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale
of sufficient size to show:
a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines,
and water and sewer lines, well and septic tank locations, and other existing important physical
features on the site and on property adjacent to the site.
b. Tabular project data to include:
Total gross site area in acres&square feet ; o.so acres/zi,500 square feet
,
-------------------------------------------------------------------------------------------------..__...-----------------------�----------------------------------------------------..._....
Total number of units(multi-family) ; rv/a
,
------------------------------------------------------------------------------------------------------------------------------------F---------------------------------------------------------------..........----
Total square feet of each primary structure ; ss,296 SF(gross);s,300 SF(leasable)
,
--------------------------------——-- -- -------------------------------- ---- ---�-
Total square feet of accessory structures ; N/A
� ----------------------------
-------------�___..____._'-"'_-"-'------'----------------------------------------------------'-'-'-"'-""'-"--"�
Total footprint of each building in sq ft&% ; n,241 SF
___________________"________"___'____'"______""""__"'"""""_""'""'__"_"'""'__'_'______________________________'___'_____"""""""r'"'_______________________________________________________________________'_'__"___""'__"_'"'""'_
Overall mean building height&number of stories ; so'/4 stories
�
------------------------------------------------------------------------------------------------------------------------------------F-----_._._------------------------------------------------------------------------------------------
Finished floor elevation for all structures ; 1s.zs(ground t�oor)
______'_"'"""'""""'_"""""_'""""""""""'"__'__'______________________________________________________________„_...._"'_'""""_____"__f______________________________________________________________'_""'""'""""""""""..."___""________
Total project density in units per acres,if applicable ; N/A
------------------------------------------------------------------------------------------------------------------------------------�------------------------��____--------------------------------
Total proposed off-street parking spaces ; 315pa�eS
------------------------------------------------------------------------------------------------------------------------------------F----------------------------------------------------------------------------------
Height and location of proposed fences and/or walls ! 6'wall at dumpster,6'fence at lift station,retaining wall
! varies
-----------------------------------------------------------------------------------------------------------------------------------�-----------------------------------------------------------------------------------------------------
Proposed drive aisle width ; 25�
---------------------_�-----------------------------------------------------------------------------------
----------�--------------------------------------------------------------------------------_..------------
Proposed sidewalk width ; s'
5
� c. Provide site data and setbacks:
; Lot coverage ; Impervious area ; Open space area
----------------------------------------------------+-____----------------------------------------------------r--------____-----------------------------------------------r------------------------------------------------------------
TOTAL SQ FT 4,241 SF 15,831 Sf 5,769 SF
----------------------------------------------------+---------------------------------------------------------r----------------------------- r-------______-----------------------------------------------
PERCENT(%)OF SITE 19.63% 73Z6% 26.71%
Front Side � Side Rear
,
� , , ;
------ -------------------------------------*--------------- -------*---- ----------------�--------------------------------------___-+----------------------------------------
Primary structure 58 feet 72 feet 20 feet 10 feet
, ; ; ;
-----------------------------------------------------------+-------------------------------------------�--------------------------------------------�------------------------- --*----------------------------------------
Accessory structure N/A N/A N/A N/A
d. Plans and location for recreation facilities, if any, including buildings and structures for such use.
e. All mechanical equipment and dumpster locations,screens and buffers.
f. Refuse collection and service areas.
g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for
fire protection.
h. Plans for signage including size, location and orientation.
i. Project information on beds, employees, seating, etc. as necessary depending upon the type of
development.
j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety,
economic effect and compatibility and harmony with adjacent properties.
k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy
walls, and fences.
(2) Required floodplain management data:
a. Flood zone designation
b. Base flood elevation
c. Coastal high hazard design considerations
ENGINEERING PLANS
(1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with
dimensions and turn radii for internal and external vehicular traffic.
(2) Proposed traffic control signs.
(3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the
drainage and/or sewage plans require independent review, the applicant shall pay for such review by
an independent engineer.
(4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope,
elevation, drainage pattern, natural vegetation and accessibility of the development.
(5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the
applicant and shall include but not be limited to the following:
a. Future right-of-way dedications.
b. Intersection improvements.
c. Traffic control devices.
d. Traffic generation analysis.
e. Distribution and assignment of traffic access.
f. Additional roadway needs.
6
' g. Traffic safety standards, including the separation of pedestrian and vehicular traffic.
h. Compliance with Palm Beach County Performance Standards Ordinance.
LANDSCAPE PLANS
(1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and
showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and
information as to which trees will be reused or removed. Landscaping plans shall comply with section
78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398,
and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by
section 78-394, as applicable (See section 78-392 for applicability).
(2) Plans shall provide clear sight lines.
(3) Location of light poles.
(4) Provide landscape plan data:
Required Provided
, ;
-----------------------------------------------------------------------------------------------------------------'*---------- ------------------------------------*---------------------------------------------------------
Number of trees(including percent native) See Landscape Data for details ! 74(70%native)
, ,
-------------------------------------------------------------------------------------____---------------_---*-----------------------------------------------------------F----------------------------------------...-----------
Number of shrubs(including percent native) See Landscape Data for details i 1,715(51.8%native)
, ,
-------- ----------------------------------------------------------------------------------'*---------------------------------------------------------------*----------------------------------------------------
Amount of groundcover(including percent
Included in Shrubs above. Included in Shrubs above.
native)
, ,
-----------------------------------------------------------------------------------------------------------------i-----------------------------------------------------------------i----------------------------------------------------------
Total percent of native vegetation i See Landscape Data for details 1,789(52.5%)
ARCHITECTURAL PLANS
(1) Architectural elevations and color renderings for buildings in the development, and exact number of
units, square footage and types,together with typical floor plans of each type.
(2) Type of construction of all buildings per Florida Building Code.
(3) Color finishes and material examples and/or samples for all structures including roof, walls, trim,
pavers, etc.
ADDITIONAL REQUIREMENTS
(1) Environmental impact study/assessment. Al) proposed new development and major redevelopment, as
part of the site plan review and subdivision review process, shall submit a environmental statement
describing how the proposed development will affect the estuarine water quality of the class III waters
of the village, and also an environmental impact assessment study prepared by a qualified ecologist or
other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50
Article II, pertaining to environmentally sensitive lands.
(2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have
within those jurisdictions and assessment and mitigation of those impacts shall be required.
(5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be
provided for the development, statements as to how such common facilities are to be provided and
permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of
trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that
, such common facilities will not become a future liability for the village.
(6) If development is to occur in phases, those phases should be clearly delineated on the site plan and
identified in the plans and requirements appurtenant to that site plan, and each development phase
shall be subject to site plan review by the village.
7
r
� (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon
the use of the fand, buildings and structures, including proposed easements or grants for public utilities,
if applicable.
(8) A statement that the development/redevelopment will provide the necessary infrastructure to meet
the following level of service standards pursuant to the criteria outlined in Sec. 78-331{h):
a. Traffic(roads and rights-of-way)
b. Sanitary sewer
c. Drainage
d. Potable water
e. Recreation
f. Fire flow requirements
g. Pedestrian walkways
(9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought
from the applicable county, state, and federal agencies listed below. Include a copy of the
letter/document with the application. Such permits shall be secured prior to the issuance of a building
permit for any development on property included within the site plan.
a. Palm Beach County Health Department
b. Palm Beach County School District
c. Tequesta Fire-Rescue Department (Fire Marshal)
d. Loxahatchee River Environmental Control District (ENCON)
e. Palm Beach County Department of Environmental Resources
Management(DERM)
f. South Florida Water Management District(SFWMD)
g. Florida Department of Transportation (FDOT)
h. Metropolitan Planning Organization of Palm Beach County(MPO)
i. Palm Beach Traffic Engineering Division
j. Martin County Metropolitan Planning Organization
k. Martin County Traffic engineering Department
I. Florida Power& Light
m. Telephone service provider, as applicable
n. Solid Waste purveyor
o. Tequesta Water Department
p. Other municipal, county, state and/or federal agencies as may
be applicable.
8
�
MANAGED LAND
_�ENTITLEMENTS
Strategic management of land development design, entitlements and permitting.
AUSTRADE OFFICE BUILDING
VILLAGE OF TEQUESTA
APPLICATION FOR SITE PLAN REVIEW
PROIECT NARRATIVE�JUSTIFICATION STATEMENT
REVISED MAY 30,2017
REQUEST SUMMARY
Bartl Real Estate, LLC ("Applicant"), is hereby requesting approval from the Village of Tequesta (the "Village") of
an application for site plan review for an approximately 15,296 square foot business office building and related
improvements (the "Project") to be located on a 0.50-acre property on the east side of US Highway 1 between
Palm Court and Harbor Road South (the "Property").
FUTURE LAND USE AND ZONING
The Property is located within the incorporated limits of the Village and has a Village Commercial (C) future land
use designation and a Village Community Commercial District (C-2) zoning designation.
PROPERTYBACKGROUND
The Property is currently vacant, and to the knowledge of the Applicant has never been developed. In
September of 2005, the Village Council unanimously approved a very similar multi-story office building project
on the Property comprising approximately 13,400 square feet of space. Said project was never developed.
The Applicant purchased the Property in June of 2016 and desires to develop the Property with an office
building to accommodate the office operations of its growing businesses which are currently located within a
multi-tenant office building on Northlake Boulevard.
In October of 2016, the original development application for the Project was submitted to the Village for review,
and comments were issued by the Village Development Review Committee ("DRC") in November of 2016. As
part of revisions and design considerations that were made to the Project plans to address the comments issued
by the DRC, it was decided by the Applicant to petition the Village for approval of certain variances to the Land
Development Regulations ("LDRs") of the Village based on special circumstances applicable to the Property.
On March 9, 2017, the Village Council granted approval of the five (S) variances listed below related to the
P roj ect:
3710 BUCKEYE STREET, SUITE 100, PALM BEACH GARDENS, FL 33410 • P 561.568.8045
' Austrade Office Building
Project Narrative
Revised May 30,2017
Page 2 of 6
❖ Variance from Section 78-143 to allow the construction of a new four-sCory office building with a side
setback of 20 feet where the Village Code requires a side setback of 25 feet.
❖ Variance from Section 78-143 to allow the construction of a new four-story office building with a rear
setback of 10 feet (notwithstanding the width of the existing alley right-of-way) where the Village Code
requires a rear setback of 15 feet.
❖ Variance from Section 78-691 to allow the construction of a new four-story office building with seven
(7) of the required off-street parking spaces being a width of 9.5 feet where the Village Code requires all
off-street parking spaces (except for compact spaces) to have a minimum width of 10 feet.
❖ Variance from Section 78-696 to allow the construction of a new four-story office building with a
loading zone located in the front drive aisle where the Village Code requires the loading zoning to be
located outside of all designated drive aisles; and
❖ Variance from Section 78-409 to allow the construction of a new four-story office building with a one-
to-two foot-wide foundation landscape strip on a portion of the site between certain parking spaces and
the south side of the building where the Village Code requires a four(4) foot wide landscape foundation
landscaping strip.
SUMMARY OF PROPOSED IMPROVEMENTS
The Applicant proposes to develop the Property with the improvements generally described below and depicted
on the proposed development plans provided with this submittal:
❖ The proposed building (the "Building') comprises 15,296 gross square feet within four (4) levels as
further described below. (Note: It is important to note as part of the review of the subject application
and associated plans that the existing Property has a rather significant grade differential of
approximately eight (8) feet from the front/west property line to the rear/east property line.)
o The Ground Floor (Level 1) is accessed from the exterior only by way of the alley at the rear
(east side) of the Building, as the western portion of the Ground Floor will be buried into the
ground due to the aforementioned grade differential. The Ground Floor contains eight (8)
enclosed parking spaces as well as an enclosed storage area (for Owner only), a fitness room
(for Owner only) and smaller ancillary spaces.
o The First Floor (Level 2) contains the main entrance into the Building via the main parking lot
and is generally at the same grade as US Highway 1. Accordingly, the Building has the
appearance of a three (3) story building from US Highway 1. The First Floor (Level Z) is initially
planned to contain office space available for lease and is planned to be occupied by the
Applicant's business entities at some point in the future once the demand arises. The First
Floor(Level 2) will be built-to-suit based on the needs of the future tenants.
o The Second Floor (Level 3) is initially planned to have one (1) small space available for lease
(until such time when the Applicant's office space needs expand as planned) with the remainder
being occupied by the Applicant's business entities.
o The Third Floor(Level 4)will be occupied by the Applicant's business entities in its entirety.
❖ The proposed site layout comprises a virtually identical design to the above-referenced project that was
previously approved by the Village Council. Vehicular traffic enters the site via a two-way driveway at
Palm Court, and parking is provided at street level to serve the tenants on Floors 1-3 (Levels 2-4) of the
Building. A total of 31 parking spaces are provided including two (2) parking spaces for the disabled
and the eight (8) spaces on the Ground Floor(Level 1).
� Austrade Office Building
Project Narrative
Revised May 30,2017
Page 3 of 6
❖ The proposed setbacks on the north and east sides of the Building are compiiant with the
aforementioned variances granted by the Village Council, and the setbacks on the west and south sides
of the Building are compliant with the standards of the Village LDRs.
❖ Due to the grade differential on the Property, a retaining wall is proposed along the south and east sides
of the street level parking lot. The parking lot and retaining wall design keeps all traffic utilizing the
parking lot within the Property (as opposed to a driveway access to the alley) thereby avoiding the
majority of Project traffic from utilizing the alley adjacent to the residential properties to the east.
Additionally, due to the location of the proposed driveway in relation to US Highway 1, any stacking of
vehicles exiting the Property at the same time (not anticipated based on the low impact use) will occur
onsite and not on Palm Court.
❖ The alley will be improved with pavement, curbing and signage as snown conceptually on the
development plans being provided (please see "Alley' section of this narrative for additional
information regarding the proposed alley design).
❖ A 4.2-foot landscape buffer is being proposed along the east side of the alley to provide further
buffering of the Property for the adjacent residences (please see "Landscaping" section of this narrative
for additional information regarding said buffer).
❖ The required loading space has been placed at the front of the Property in accordance with the
aforementioned variance approved by the Village. The only regular loading activities that are
anticipated are regular parcel service deliveries (Fed Ex, UPS, etc.)
❖ A monument sign is proposed along US Hignway 1 at the Project entrance which is designed to
complement the architectural style of the Building.
❖ Sidewalks are proposed along Palm Court and Harbor Road South as required by the Village, and a
sidewalk connection has been provided from the Building to US Highway 1.
❖ A dumpster location has been provided along the alley.
ARCHITECTURE
The design intent of the Building was to create a clean, contemporary building with a nautical, South Florida
feel. The Building is cladded with large expanses of glass to allow natural light into the building spaces and sun
louvers to respond to the effects of the Florida sun. The roof will be flat with access from one of the stair
towers and will house some of inechanical equipment. The Building will be constructed of concrete and steel.
The stair towers on the west and north elevations and a matching architectural feature on the south elevation
are comprised of a scored smooth stucco finish in order to add architectural interest to the Building by providing
horizontal and vertical articulation and providing a visual contrast to the large expanses of glass. Additionally, in
response to a comment from the Village Council during a preliminary review of the Project, a vertical row of
windows has been added within each of said stucco areas to provide additional interest.
The height of the Building is measured from the average of the elevation of the ground around the Building as
per Village requirements and measures 50'-0" to the tallest parapet as allowed in the C-2 Zoning District by the
Village LDRs.
LANDSCAPING
The intent of the proposed landscape design is to enhance adjacent views to the Property and compliment the
proposed architectural features. Overall,the plan proposes a mix of canopy trees, accent trees, flowering trees,
and palm trees and an understory of accents, shrubs and groundcovers. The north buffer provides specimen
` Austrade Office Building
Project Narrative
Revised May 30,2017
Page 4 of 6
palms flanking the entry drive with a mixture of palms and accent trees along the building fa�ade. The east
buffers utilize a mix of canopy trees and flowering trees to buffer the vehicular use area, and trees, shrubs and a
hedge to soften the retaining wall. The south buffer provides a mixture of canopy trees and a flowering hedge
to soften the retaining wall and vehicular use above and large palms at the vehicular use area which help
provide height and soften the building from the adjacent roadway. The west buffer provides a mixture of
flowering trees, accent trees, palms and understory plantings congruent with Tequesta's signature planting
scheme for US Highway 1.
With regard to the landscaping within the alley, a 4.2-foot landscape buffer is being provided on the east side of
the alley to provide further buffering of the Project for the residences to the east. The northern half of said
buffer will contain Silver Buttonwood trees since there is an existing overhead utility line that FPL indicated
cannot be buried, and the south half of the buffer which is not encumbered by the overhead utility line will
contain a mixture of Silver Buttonwood and Sabal Palms which will provide additional screening for the two
story residential structure to the east. The entire buffer will contain Small Leaf Clusia placed at tight intervals in
order to create a thick landscape hedge for screening.
PARKING
As noted above, 31 parking spaces are being provided on site as required by the Village LDRs based on a parking
rate of 1 space/300 square feet of leasable area. Seven (7) of the 31 spaces are considered compact spaces as
allowed by the LDRs (up to 25%) and are located underneath the Building along with one (1) regular space. The
spaces underneath the Building will be utilized by the Applicant and its core employees so that the remainder of
the parking spaces on the street level can be used by the balance of the Applicant's employees, other occupants
of the Building and visitors. The Applicant understands and hereby commits that the parking spaces underneath
the Building are to remain available for parking of employees and cannot be encumbered by storage or
restricted from daily use by employees. The garage doors will need to remain closed when not in use since
leaving the doors open in a garage such as that proposed where the parking is partly underground (as opposed
to open air) would create a substantial security issue with trespassers potentially entering and hiding within the
garage area.
ALLEY
Chapter 66, Article V, Division 3 of the Village Land Development Regulations entitled "Alleys" contains
provisions for alleys within the Viliage limits. Section 66-222 of said Division states that the width of an alley
shall be 20 feet or more.
The existing right-of-way for the alley at the rear of the Property between the Property and the residential lots
to the east of the Property was estabfished when the original plat of Jupiter Heights was recorded in May of
1950. The existing width of the right-of-way is 20 feet as required by the aforementioned Code section. The
Applicant is proposing to improve the alley to provide access to the parking spaces that are underneath the
Building. The alley will be one-way in the northbound direction and is proposed to have a pavement width of
15.0-feet which will allow for a landscape buffer on the east side of the alley of 4.2 feet in width. Trees, palms
and a shrub hedge are proposed within said landscape buffer in order to provide screening of the Project for the
residential properties to the east.
' Austrade Office Building
Project Narrative
Revised May 30,2017
Page 5 of 6
DRAINAGE
The drainage system for the Project consists of a network of inlets, culverts and exfiltration trench to provide
water quality treatment and flood attenuation. Following retention in the proposed exfiltration trench system,
runoff will outfall to the Palm Court right-of-way via "bubble-up" discharge. It is important to note that the
exfiltration system will limit post-development runoff volume and discharge rates to less than pre-development
levels for the 25 year—3 day design storm.
The stormwater system will be designed to satisfy the level of service standards of the Village.
UTILITIES
The water system will consist of a 1" water meter and 2" potable water service supplied from the existing 8"
PVC watermain in the US Highway 1 right-of-way. Fire protection will be provided by a 4" DIP fireline and a new
fire hydrant at the project entrance which are also supplied by the existing 8" watermain in US Highway 1. A
second fire hydrant has been provided at the request of the Fire Department at the southeast corner of the site.
Sewer service will consist of a sewer lateral discharging to a private package pump station located near the
Project's northern boundary. The station will pump wastewater into the Loxahatchee River District system via a
2"forcemain connecting to a new forcemain that is being installed within the alley right-of-way.
The Project utility system will be designed to satisfy the level of service standards of the Village as noted in the
Concurrency Statement provided with this submittal.
TRAFFIC CONCURRENCY
A traffic impact statement prepared for the Project by Simmons & White Consulting Engineers has been
provided with this submitta! that reflects the current development program. The statement concludes the
following:
"The proposed development has been estimated to generate 283 trips per day, 39 net A.M. peak hour trips, and
21 net P.M. peak hour trips at project build-out in 2020. A brief review of the links within the Project's radius of
development influence reveals that the proposed development will have an insignificant project assignment and
will therefore meet the requirements of the Palm Beach County Traffic Performance Standards."
Therefore,the Project intensity will be within the Village's and County's level of service standards for traffic.
STATEMENT OF PERMITS
Section VII of the Village's Application for Site Plan Review requires a statement from the applicant or
landowner that all pertinent permits are concurrently being sought from the applicable county, state, and
federal agencies for construction of the Project. This document confirms that the Applicant and Project team
will diligently pursue all approvals and permits required for construction of the Project immediately upon
approval by the Village.
►
Austrade Office Building
Project Narrative
Revised May 30,2017
Page 6 of 6
CLO51 NG
The Applicant respectfully requests the Village's consideration and approval of the subject application and looks
forward to working with the Village to bring a first class development to the Village.
McLeod•NlcCatthy&��ssoaates,P,A
Civil Engineers
April 13,2017
Re: Austrade Office Building: Statement of Concurrency Compliance,Tequesta, Floritla(MMA#16-026)
Traffic Generation
Please refer to enclosed Traffic Statement prepared by Simmons&White.
Sanitary Sewer
Based on Florida DOH criteria, the estimated total gallons per day that will be produced by the project is calculated
as follows:
15,328 SF x 0.15 GPD/SF=2,299 GPD[Office Use]
Potable Water
Based on Florida DOH criteria, the estimated total gallons per day that will be utilized by the project is calculated as
follows: 15,328 SF x 0.15 GPD/SF=2,299 GPD[Office Use]
Based on Village Code section 62-92, the Maximum Day Water Consumption (including irrigation) is calculated as
follows: 0.49 Acres x 3,030 gallons/acre/day= 1,485 gallons/day[Commercial Use]
Draina e
The proposed system has been design to fully retain the 25 year—3 day rainfall event(13.0"rainfall)onsite within the
exfiltration trench system. This retention volume exceeds the minimum Village L.O.S. requirement of full retention of
the 25 year—1 day storm event(11.0"rainfall). Refer to enclosed stormwater management calculations,
Recreation
Not applicable to this project.
Fire Flow
This project is being designed to comply with the requirements of the Village Fire Rescue department as well as
NFPA#1 Uniform Fire Code, Florida Edition. Two new fire hydrants are being installed with this project, per the
requires of the Village Fire Rescue Department, and an automatic sprinkler system will be utilized for protection of
the proposed office building.
If you have any questions regarding this application, feel free to contact me at 561.689.9500 or
fiotltl/�^�mcleodrncc_a_�rt�h_�_c�om.
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PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
FOR
AUSTRADE OFFICE BUILDING
TEQUESTA,FLORIDA
MMA#16-026
April 11, 2017
Revised:
N/A
McLeod•McCarthy 8�Associates
1655 Palm Beach Lakes Blvd,Suite 712
West Palm Beach,FL 33401
p 561.689.9500�f 561.689.8080
www.mcleodmccarth, .�
CA No.30535
McLEOD ' (VICL.��C1TH I TODDN.MCLEOD,P.E.
& Ass�ciates, P,A, Florida License No.69188
CIV1�, ENGIN�ERS 4/11/2017
Date
� Mcl.eod•NlcCarthy&�►ssoaates,P.A
Civil Engineers
April 13,2017
Re: Austrade Office Building
Tequesta, Florida(MMA#16-026)
Site Description
The Austrade Office Building is proposed for a 0.49 acre site located in the Village of Tequesta, between Palm Court
and Harbor Road South on the east side of US Highway 1. The site is currently vacant and is bounded along its east
property line by an unimproved alleyway. The site slopes from west to east with existing topographic elevations
ranging from approximately 20.00 NGVD along the westem property line, down to approximately 12.10 NGVD along
the eastem property line.
Site DrainaQe
The site is within the boundaries of the South Florida Water Management District(SFWMD) Intracoastal Basin and is
within the Village of Tequesta. The proposed development will include a 0.10 acre commercial office building and
0.25 acres of associated impervious areas(vehicular and pedestrian use). A system of inlets connected by culverts
and exfiltration trench will be utilized to collect, convey, attenuate, and treat stormwater runoff. Drainage design will
address the following criteria:
• Water Quality Treatment in excess of the volumes required by the SFWMD
• Retention volumes (via exfiltration trench) in excess of the 25 year— 1 day Level of Service requirement
adopted by the Village of Tequesta
• Full retention of the 25 year—3 day storm event via the exfiltration trench system
• Overflow or"Bubble-Up"discharge through structure S-101 to Palm Court right-of-way,following attenuation
of the 25 year—3 day storm event in the exfiltration trench system.
If you have any questions regarding this application, feel free to contact me at 561.689.9500 or
totldCa�mcleodmccarthv.com.
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Todd N. McLeod, P.E., President
FL License No.69811 �CA 30535
The Forum E11� 1655 Palm Beach Lakes Blvd: Suite 712!West Palm Beach,�L 33404
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PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer:TNM
Project Name:AUSTRADE OFFICE BUILDING Date: 04111117
Project#: MMA#16•026 Revised: NIA
LAND USE BREAKDOWN
PROPOSED
Site Area= 0.49 ac
Basin Area= 0.49 ac
Grading
Acres % From To
Impervious Area
Building 0.10 ac (20%) 13.25
Pavement 0.25 ac (51%) 12.50 22.20
Pervious Area
Green Space 0.14 ac (29%) 12.50 22.00
Subtotal Impervious Areas 0.35 ac (71°l0)
Subtotal Pervious Areas 0.14 ac (29%)
Find Curve Number:
Avg.Pervious Ground EI.= 17.25
Control EL.= 4.00
Depth to Water Table= 13.25
Soil Type= Coastal
Soil Storaae Table
(SFWMD's Vol.IV,Basis of Review,page E-2)
Depth to W.T.(ft) Coastal Storage(in) Flahvoods Storage Depression
(in) Storage(in)
1.0 0.6 0.6 0.6
2.0 2.5 2.5 2.1
3.0 6.6 5.4 4.4
4.0 10.9 9.0 6.8
Pervious Area= 0.14 ac
Storage ftom Table= 8.18 in (w/25%compaction)
Avail Soil Storage= 0.10 af
Soil Moisture Storage(S)= 2.34 in
CurveNumber= 81
Basin
4/12/2017
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer: TNM
Project Name: AUSTRADE OFFICE BUILDING Date: 04111117
Project#: MMA#16-026 Revised: NIA
POST-DEVELOPMENT RUNOFF (ZERO DISCHARGE CALCULATIONS)
Soil Moisture Storage (SproP) 2.34 in
25Year, 1 Day Rainfall Amount(P): 11.0 in Figure C-7
25 Year,3 Day Rainfall Amount(P): 13.0 in Figure C-8
25-YEAR, 1-DAY RUNOFF CALCULATIONS (PER VILLAGE OF TEQUESTA):
Proposed:
Q=(P-(0.2XS))2/(P+(0.8*s))
= 8.6 in
Volume=Q x Site Area x 1'/12"
= 8.6 in X 0.49 X 1'/12" = 0.35 AF
ALLOWABLE DISCHARGE: 25-YEAR, 3-DAY RUNOFF CALCULATIONS (PER PBC):
Proposed:
Q=(P-(0.2XS))2/(P+(0.8*s))
= 10.6 in
Volume=Q x Site Area x 1'/12"
= 10.6 in X 0.49 X 1'/12" = 0.43 AF
Flood Criteria
4/12/2017
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer: TNM
Project Name: AUSTRADE OFFICE BUILDING Date: 04I11117
Project#: MMA#16-026 Revised: NIA
WATER QUALITY CALCULATIONS
1-inch Over the Project Area
(Treated vo�ume) 1-inch ' 1-ft/12-in * 0.49 = 0.04 ac-ft
PROJECT AREA(AC) TREATED VOLUME
2.5-inches Times the Percent Impervious
(Site Area) 0.49 -( 0.00 + 0.10 ) = 0.39 ac
PROJECT AREA �qKES(AC) ROOFS(AC) SITE AREA
(AC)
(Impervious Area) 0.39 - 0.14 = 0.25 ac
SITE AREA pERVIOUS AREA(AC) IMPERVIOUS AREA
(AC)
(%Impervious) IMPERVIOUS AREA*100% = 64.10%
SITE AREA(AC)
(2.5-in*%Imp.) 2.5-inches * 64.10% = 1.60 in
PERCENT IMPERVIOUS �NCHES TO BE
TREATED
(Treated volume) 1.60 * 1-ft/12-in * 0.49 = 0.07 ac-ft
TREATED(IN) PROJECT AREA-
LAKES(AC) TREATED VOLUME
THEREFORE 2.5-INCHES X%IMP GOVERNS
Required WQ Treatment = 0.07 ac-ft
Provided WQ Treatment(Via Exfil Trench @ EL.17.9) = 0.45 ac-ft
Water Quality
4/12/2017
,
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer:TNM
Project Name:AUSTRADE OFFICE BUILDING Date: 04111117
Project#: MMA#16-026 Revised: NIA
EXFILTRATION TRENCH DESIGN
Minimum Ground Elevation= 19.70
Weir Elevation= 17.90 � � � � � � � �
Trench Top Elevation= 17.50
. � .�i �d -Gz'' f �'Y N�.
. _Y� °"§ <��f�` �Yz
_-_ -y � � ��� � ' _-
b`�� =
Pipe Overt Elevation= 16.50 `' �
��� 15�� ' �,� .�
PIPE ��� �
Pipe Invert Elevation= 15.25 � �;'.�.
•5.:
:g
CWE(Per SFWMD File)= 4.40 , , `
Trench Bottom Elevation= 12.00 � � �f
�
Standard Formula
L=VI(K(Hz•W+2*HrDu-Du^z+2•HrDs)+(1.39•10^-a)•WDu)
_- - <__=INPUT ONLY IN GRAY CELLS
V Volume Treated acre-in Exist.Volume `_- .. .5:�6 <_(25Y-3D Runoff Vofume}
W Trench Width feet 8
K Hydraulic Conductivity(cfs/ft^z-ft,head) '�.4E-(}4
Hs De th to Water Table feet �'.--5.90 <__=H2 can extend no lower
Du Non Saturated Trench De th feet 5.50 than the CWE
Ds Saturated Trench De th feet : Q.00
L Trench Required 153
V=L•(K(Hz•W+2•Hz•Du-Du^2+2•H2•Ds)+(1.39•10^-a)•WDu)
'" <_==INPUT ONLY IN GRAY CELLS
L Len th of Trench Provided 169
W Trench Width feet 8
K Hydraulic Conductivity(cfs/ft^2-ft.head) 3.4E-04
H2 Depth to Water Table feet =°=__= 5:9
Du Non Saturated Trench De th feet ` 5:5
Ds Saturated Trench Depth feet _ fl
V Volume Treated(acre-in) 5.43
Volume Treated(acre-ft) 0.45
Trench
4/12/2017
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer: TNM
Project Name: AUSTRADE OFFICE BUILDING Date:04111117
Project#: MMA#16•026 Revised: 05111117
EXFILTRATION TRENCH DESIGN:Alleyway
Minimum Ground Elevation= 12.35
Weir Elevation= �12.35 � � � � � � � � �
Trench Top Elevation= 10.35
<
Pipe Overt Elevation= 9.35 `
15"
PIPE
Pipe Invert Elevation= $.10 :>. `
CWE(Per SFWMD File)=4.00
<_
Trench Bottom Elevation= 7.35 ` ' '
�
Standard Formula
L=V/(K(Hz•W+2•H2•Du-Du^z+2•Hz•Ds)+(1.39•10^-a)•WDu)
<__=INPUT ONLY IN GRAY CELLS
V Volume Treated acre-in Exist.Volume = 1,30 (25Y-3D: 13"x 0.1 AC)
W Trench Width feet =-- 5
K Hydraulic Conductivity(cfs/ft^2-ft.head) 3�4�-�4
Hz De th to Water Table feet 5;OU<__=Hz can e�end no lower
Du Non Saturated Trench De th feet � 3.QQ than the CWE
Ds Saturated Trench De th feet O.Od
L Trench Required 74
V=L•(K(H2•W+2•Hs•Du-Du^z+2•Hz•Ds)+(1.39•10^-apW�Du)
<__=INPUT ONLY IN GRAY CELLS
L Len th of Trench Provided 74
W Trench Width feet ` 5
K Hydraulic Conductivity(cfslft^z-ft.head) ;=_=3.4E-04
Hz De th to Water Tabie feet 5
Du Non Saturated Trench De th feet 3
Ds Saturated Trench Depth feet 0 TODD N.MCLEOD,P.E.
Florida License No.69188
V Volume Treated(acre•in) 1.30 511212017
Volume Treated(acre-ft) 0.11 Date
Trench-AIIey
5/12/2017
��C'��� -
�6 ��
� Novernber 7, 2016
� �
� ° Nilsa Zacarias
Village Pianner
�lOR���' Vittage of 1'equesta
345 Tequesta Drive
Tequesta,FL 33469
Departxnent o�Engineerix�g ��� Austrade Tequesta Office Building
and Pnbiic Works P►'oject#: 161003
TRAFFIC PERFORMANCE STANDARDS REVIEW
P.O.Sox 21 Z2�
West Paim Seach,FL 33416-1229 Dear Nilsa.
{�si��s�-at�oo The Patm Beach Coun#y Traffic Division has reviewed#he Austrade Teques#a Office Building
FAX:(fifii)68�4-4050 Insignifican#Tra�c Impac#Statement prepared by Simmans and White Engineering,Inc.,dated
www,pbcgov.r.om September 30, 2016, pursuant to the Traffic Performance Standards in Article 12 of the Palm
8each Couniy Unified Land Development Code(ULDC). The proje�t is summarized as follows:
Municipality: Village of Tequesta
� Location: On easiside of US-1, be#ween Harbor Rd and Palm Ct
PCN#: 60-43-40-30-02-005-0090
Existing Uses: Vacant
Proposed Uses: 15,369 SF of general office
Palrn Beaoh County Access: Full access driveway on Palm Ct
Board of County New Net Daily Trips: 284
comm�ssioners New Net PH Trips: 39 AM (34/5)and 21 PM{4/17)
BuildAut: December 31,2020
NSary Lou 13erger,Mayor
Sased on our review,the Traific Division has determined the proposed development meets the
Hat R.Valeche.Vice Mayor 7�affic Pe►formanee Standards of Palm Beach County.
r�aule�re�urc�ick Please note the receipt of a Traffic Performance Standards {TPS) approval letter does not
shelley vana constitute the review and issuance of a Palm Beach County Right-of-Way (R/W) Construction
Permit nor does it eliminate any requirements that may be deemed as si#e related. For work
sc�ver,L.f�brams within Palm Beach County R/W,a detailed review o#the project wili be provided upon submiital
for a R/W permit application. The project is required to comply with all Palm Beach County
Melissa I1�cKinlay standards and may include RJW dedication.
pr;sci�Ia n.raytor No building permits are to be issued by the ViUage after the buiid-out date specified above. The
approvaf letter shali be valid no longer than one year from date of issuance,unless an application
for a Site Specific Development Order has been approved, an application for a Site Speci�c
Development Order has been submifted,or the approval letter has been superseded by another
approval letter for the same property.
County Adrninistrator If you have any questions regarding this deisrmination,please contact me at 684-4030 or email to
vej-aenia c.t3aker t�vuan pbcgov.org.
Sincerely,
�� � ��
�� �.
4uan Yuan, P.E.
Professional Engineer
Traffic Division
�Yldd
ec: Addressee
{ Anna Lai,P.E.,PTOE—Simmons ard White Engineering,)nc.
quazi Bari,P.E.,Senior Protessional Engineer—Tra�c�ivision
� Steve Bohovsky,Technical Assistant Ili-Traffic Division
File: Gene�al-TPS-Mun-Traffic Study Review
':qn P.qunl fl}>porfirnih� � F;\TRAFFICWIMTIMUNICIPAL3TlES1APPROVALSl2018�16t003-AUSTRADE TEQUESTA OFFICE.DOC
Affirmutivc Actiolz t.mp�oyr�'.
��printed on recyGed paper
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2581 Metrocentre Boulevard, Suite 3, Wesk Palm Beach, Fiorida 33407 '•""=�=�'"`�'�..;1'''"{9�F,.`�=-'G"'
0 561.478,7848 { F 561.478.3738 www.s'smmonsandwhite.com SIlVIMONS`�:����NV �1��
Certificate of Authorization Number 3452
EN�INEE8ING 1 PLANNING 1 CONSUITING I SINCE 1982
__ _ .. , � �,-._ �_� - - - - - -- -
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INSIGNIFICAI�T TRAFFIC IMPACT
STATE M E NT
AUSTRADE TEQUESTA OFFICE BUILDING
PALM BEAGH COUNTY, FLORIDA
t����,�'N��'��t,���ii
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Bartl Real Estate, Inc. �,p',, ``��A��o� ,'�`
3309 Northlake Boulevard -',s,,� �;,,����y�.��'1��
Palm Beach Gardens, Florida 33403 '���/!�j����� ����1\
�1Pif111
Job No. 16-112
Anna Lai, P.E., PT�E
Date: September 29, 2016 FL Reg. No. 78138
Austrade Tequesta O�ce Building
Job No. 16-192 Page 9
� - -----------= ��. ..._._�.�.______....��___.--- �___----__-___.__ ` �f
TABLE OF Ct'�NTENTS
�.0 SITE DATA........................................................................................................2
2.0 PURPOSE OF STUDY.......................................................................................2
3.d TRAFFIC GENERATION........................................................................:..........4
4.0 RADIUS OF DEVELOPMENT INFLUENCE......................................................4
5.Q TRIP fl/STRIBUTI4N.........................................................................................5
6.0 TEST 9 BUILI)-DUT ANALYSIS........................................................................5
7.� TEST 2 BUILD-OUT ANALYSIS........................................................................5
8.0 SITE RELATEfl IMPROVEMENTS....................................................................&
9.0 CONCLUSION...................................................................................................6
Austrade Tequesfa Office 8uiiding
Job No. 18-�92 Page 2
.�..._._ �..--- ---.-_ ____..._-___...�_ ...�.�.. �.... .�.__.____ _ -- --- - _�_. . t
9.0 SITE DATA
The subject parcel is located on the southeast corner of Palm Court (Fourth
Street) and US Highway 1 �State Road�5) in Palm Beach Caunty, Fiorida and
contains approximately 0.50 acres. Figure 1 presents a vicinity map. The
Property Control Number for the subject parcel is 60-43-40-30-02-005-0010.
Proposed site development on the currentfy unimproved parcel consists of
15,369 SF of offica space with a project build-out of 2a20. Site access is
proposed via a full access driveway connection to Palm Court, For additional
information concerning site location and layout, please refer ta the Sifie Plan
prepared by Cot{eur& Hearing.
2.0 PURPOSE OF STUDY
This study wil( analyze the proposed development's impact on the surrounding
major thoroughfares within the project's radius of development influence in
accordance with #he Palm Beach County Unified Land Development Code Article
12 — Traffic Performance Standards. The Traffic Performance Standards state
that a Site Specific Development Order for a proposed project shall meet the
standards and guidelines outlined in two separate "Tests" with regard to tra�c
performance.
Test 1, or the Build-out Tes#, relates to the build-out period of the project and
requires that a project not add traffic within the radius of development influence
which would have total traffic exceeding the adopted LOS at the end of the build-
out period. This Test 1 analysis consists of two parts and no project shall be
approved for a Site Speci�c Development Order unless it can be shown to satisfy
the requirements of Parts One and Two af Test 1.
Part One — Intersections, requires the anaiysis of major intersections, within or
beyond a project's radius of development infiuence, where a project's traffic is
significant on a link within the radius of development influence. The intersections
analyzed shal( operate within the applicable threshold associated with the level of
analysis addressed.
Part Two — Links, compares the total traffic in the peak hour, peak direction an
each link within a project's radius of development influence with the applicable
LOS "D" link SBNiCB volumes. The links anaiyzed shall operate within the
applicab{e thresholds associated with the level of analysis addressed.
Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five
years irr the future and requires that a project not add traffic within the radius of
deveEapment ir�fluertce which would result in total traffic exceeding the adopted
LOS at the end of#he Five Year Analysis period. This test requires analysis of
links and major intersections as necessary within or beyond the radius of
development influence, where a project's traffic is significan# on a link within the
radius of development influence.
Ausfrade Tequesta Office Building
Job No. 96-992 Page 3
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F(GURE 1. Vicinity Map
Austrade Tequesta Office Building
Source: Google 2016 O
Austrade Tequesta Otfice Buiiding
Job No. 16-992 Page 4
------ -,_ __ _...----------� - - - - - ---- - - .- - - _ - .
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2.0 PURPOSE OF STUDY(CONTINUED)
This analysis shall address the total traffic anticipated to be in place at the end of
#he �fth year of the F(orida Deparkment of Transportatian Five Year
Transpo�tation improvement Program in effect at the time of traffic analysis
submiftal.
The existing roadway network as well as both fhe State and Palm Beach County
Five Year Raad Program improvements, with construction scheduled to
commence prior to the end of the Five Year Analysis Period shall be the Test 2
roadway network assumed in the anaiysis. The total traffic in the peak hour,
peak direction on each iink within a project's radius of develc�pmen# infiuence
sha8 be cc�mpared with the applicabie LC?S "E" serrrice volumes. The links
analyzed shali operate within the applicable thresholds associated with the level
of analysis addressed.
This study wi(1 verify that the proposed development's #raffic impact will meet the
above Traffic Performance Standards.
3.4 TRAFFIC GENERATION
The traffic to be generated by proposed development has been calcufated in
accordance with the tra�c genera#ion rates listed in the 1TE Trip Generation
Manual, 9th Edition.
Table 1 shows the daily traffic generation assaciated with the proposed
development. Tables 2 and 3 show the AtVI and PM peak hour traffic generatian,
respectively, in peak hour trips (pht). The traffic generation associated with the
proposed 15,369 SF of office space may be summarized as follows:
Propased Plan of Development
Daily Traffic Generation = 284 tpd
AM Peak Hour Traffic Generation {(n/Out) = 39 ph# (34 In/5 Out}
PM Peak Hour Traffic Generation {ln/Out) = 21 pht (4 In/17 Out)
4.0 RADIUS OF DEVELOPMENT INFLUENCE
Based on Table 12.B.2.D-7 3A af the Palm Beach County Unified Land
Development Code Article 12 - Traffic Performance Standards, for a net trip
generation of 39 peak hour trips, the radius of developmen# influence shali be
one-half(0.5) mile.
For Test 1, a project must address those links within the radius of devefopment
influence on which its net trips are greater than one percent ofi the L�S "D" of the
link affected on a peak hour, peak direcfion basis AND those links outside af the
radius of development infiluence on which its net trips are greater than five
Austrade Tegues#a Office Building
Job No. 96-992 Page 5
..___.. _.._._.___.__ �. -.-----.-_.___.___�..�-._�_R, __..... - -_-
4.0 RADIUS OF DEVELOPMENT 1NFLUENCE {C4NTiNUED)
percent of the LOS "D" of the Iink affected on a peak hour, peak direction basis
up to the limits set forth in Tabie 'l2.B.2.C-1 1A: LOS "D" Link Service Volumes.
For Test 2, a project must address those links within the radius af development
influence on which its net trips are greater than three percent ofi the LOS "E" of
the link affected on a peak hour, peak direction basis AN� those links outside of
the radius of deveiopment in#{uence an which its net trips are greater #han five
percent of the LOS "E" of the link affected on a peak hour, peak direction basis
up to the limits set forth in Table 12.B.2.C-4 2A: LOS "E" Link Service Volumes.
5.0 TRIP DlSTRlBUTION
The project trips were distributed and assigned on the links wifhin the radius of
development influence based on the existing and anticipated traffic patterns.
Figure 2 presents the trip distribution percentages.
6.0 TEST 9 BUILD-OUT ANALYSIS .
Test 1, or#he Build-Out Analysis, relates fo the build-out period of the project and
requires that a project not add traffic within the radius of development influence
which would have total tra�c exceeding the adopted LOS at the end of the build-
out period. Tables 4 and 5 show the project's assignment is less than 1% of the
applicable LOS "D" threshold and is insignificant for all links within the project's
radius of development inf(uence. This project therefore meets the requirements
. of Test 1.
7.0 TEST 2 BUILD-OUT ANALYSlS
Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five
years in the future and requires that a projec# not add traffic within the radius af
development influence which would result in total traffic exceeding the adopted
LOS at the end of the Five Year Analysis Period. Tables 6 and 7 shaw the
project's net trip generation is less than 3% of the appiicabie LOS "E" threshold
for ali links within the projects radius ofi development in#luence. This project
therefore meets the requirements of Test 2.
Austrade Tequesta Office Buiiding
Job No. 96-912 Page 6
8.0 SITE RELATED IMPROVEMENTS
The AM and PM peak hour volumes at the praject entrances for the overall
development with no reduc#ion for pass by credits are shown in Tables 2 and 3
and may be summarized as foilows:
Directional
Distribution
tTrips IN/OUT)
AM = 38 I 5
PM = 4/ 19
As previously mentioned, site access is proposed via a fuli access driveway
connection to Pa(m Court. Based on the peak hour volumes shown in Figure 3
and the Palm Beach County Engineering Guidefine used in determining the need
for turn lanes of 75 right turns or 30 Isft turns in the peak hour, additional #urn
lanes are nat warranted or recommended.
9.0 CONCLUSIUN
The proposed addition has been estimated to generate 284 trips per day, 39 AM
peak hour trips, and 21 PM peak hour trips at proj.ect build-out in 2020. A brief
review of the links wi#hin the project's radius of development infiuence reveals
that the proposed development will have an insignificant praject assignment and
will therefore meet the requirements of the Palm Beach County Traffic
Performance Standards.
AL: x:lDocumentslTraffic Drainage&Structurallitis.16112
AUSTRADE TEQUESTA OF 10E BUILDiNC.� d9/29/16
PROPOSED DEVELOPMENT
TABLE 1 -Dailv 7raffic Generation
ITE ` DEr'Split' Infe"rnalization Pass-6y
Landuse Code Intensity Rate/Equation In ,Qut GrosS Trips % 7ota1 External Trips °lo Trips Net Ttips,
Genera�OKce 710 15,369 S.F. Ln(�=0.76 Ln(X)+3.68 316 0 316 10°!0 32 284
Grand Totals: 316 0.0% 0 316 10°/, 32 284
7ABLE 2-AM Peak Nour Traffic Generation
� � � � � �TE ��� � � � �� DirSplit�� GrossT�ips � Internaliiation� EzternafTrips Pass�-tiy NetT�ips
Landuse Code lntensity RatelEquation In Oub In Out. Total % In Out Total In O,ut, Total °/o Trips In Out Totaf
General O�ce 710 15,369 S.F. Ln(T)=0.80 Ln(X)+�.57 0.88 0.12 38 5 43 0.0% 0 0 0 38 5 43 10% 4 34 5 39
Grand Totais: 36 5 43 0.0l0 0 0 0 38 5 43 9% 4 3d 5 39
TABLE 3-PM Peak Hour Traffic Generation
��� ��� � fTE �� � -� �� � � �� � � � �� � � Dir�Split� � � Gro§s�Trips�� Internalization � EzteYnal Trip§ Pass=tiy NefT�ips
Landuse , Code Intensity Rate/Equation In Out In Out Total % In Out Total; In Out Total °la Trips ln OuY Total
GeneralOKce 710 15,369 S.F. 1.d9 0.17 0.83 4 19 23 0.0% 0 0 0 4 19 23 10% 2 4 17 21
GrandTotals: 4 19 23 0.0! 0 0 0 4 19 23 9% 2 4 17 21
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SIMMONS WHITE
EN9INEERING 1 PLANNIN6 1 CONSULTtNG I SINCE 1982
Huthorization No. 3452 N.T.S.
2581 Metrocentro 8Hd West�Suite 3�West Palm Beach, Florida 33407�{561) 478-7848
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35% P�� �p�R�
P
SITE
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WATERWAY ROAD
�ES�P �R� �5�
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FIGURE 2 AUSTRADE TEQUESTA
LEGEND PROJECT DISTRIBUTIQN
OFFICE BUlLDiNG
15� PROJECT DISTRIBUTION 16-112 AL 09-29-16
N
SIMMONS WHITE
ENGINEENIN6 ( PLANNINB ( CONSULTIN6 1 SINCE 1882
Authorizotion No. 3452 N.T.S.
2587 Metrocentro Blvd Weat�Suite 3�Wast Palm 8eaah, Flo�ida 33407�(561) 478-7848
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�5(19)
316
38{4)�
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FIGURE 3
PROJECT TURNING MOVEMENTS
.��GEND
14 A.M. PEAK HOUR TURNING MOVEMENT AUSTRADE TEQUESTA
(18) P.M. PEAK NOUR TURNING MOVEMENT OFFICE BUlLDING
413 A.A.D.T. 16-112 AL 09-29-16
Al1STRAD TEQIlESTA OFFtGF BUILDIN� osrzs�is
TABLE 4
TEST 1 -PROJECT SIGNIFICANCE CALCULATION
AM PEAK HOUR
2024 Bl71LD OUT
0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE
TOTAL AM PEAK HOUR PRQJECT TRIPS(ENTERING)= 34
TOTAL AM PEAK HOUR PROJECT TRIPS(EXITING}= 5
_ AM PEAK HOUR
DIREETIONAL TOTAL
PROJECT PROJECT EXISTING LOS D PROJECT PROJEGT
STATION ROADWAY EROM TO DISTRIBUTION TRIFS LANES - CLASS STANDARa IMPAGT SIGNIFfGANT
1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 17 6d II 2680 0.63% NO
1304 US 1 7EQUESTA DRIVE PALM CQURT 65°l0 22 6D II 2680 0.&2% NO
1304 US 1 PALM COURT COUNTY LINE ROAO 35% 12 6D II 2680 0.45% NO
N/A TEQUESTA DRIVE DIXIE HIGHWAY US 1 15% 5 2 11 810 0.62% NO
�
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USTRADE TEQUESTA OFFICE BUIL.DING osr2s�is
TABLE 5
TEST 1 -PROJECT SIGNIFICANCE CALCULATION
PM PEAK HOUR
2020 BUILD OUT
0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE
70TAL PM PEAK HOUR PROJECT TRIPS(ENTERING)= 4
TdTAI.PM PEAK HOUR PF20JECT TRIPS(EXITING)= 17
_ PM PEAK`HOUR _
DIRECTIONAL TO7AL:
FROJECT PROJECT EXISTWG LOS D PROJECT PROJECT
STA710N ROADWQY FROM T0' DISTRIBU'flON 7R1PS LANES CLASS STANDARD IMPAC? SIGNIFICAN7
1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 9 6D II 2680 0.34% NO
1304 US 1 TEQUESTA DRIVE PALM COURT 65% 11 6D II 2680 0.41°lo NO
1304 US 1 PALM COURT COUNTY LINE ROAD 35°/n 6 6D II 2680 0.22°/a NO
N/A 7EQUESTA DRIVE DIXIE HIGNWAY US 1 15% 3 2 II 81Q 0.37% NO
�=i°-�:.,.
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AS1 TR pE T�QUESTA OFFIGE BUILDIRG 09l29116
TABLE 6
TEST 2-PROJECT SIGNIFICANCE CALCULATION
AM PEAK HOUR
TEST 2-FIVE YEAR ANALY5IS
0.5 MILE RADIUS OF DEVELOPMENT INFLUENCE
TOTAL AM PEAK HOUR PROJECT TRIPS(EMTERING)=34
TOTAL AM PEAK HOUR PROJECT TRIPS EXITING = 5
AM PEAK NOUR _
DIREC7{ONAL 70TAL
PROJEGT PROJECT EXISTING LOS E PROJECT PROJEQT
STATtON ROAdWAY FROM TO DISTRIBUTION TRIPS LANES CI.NS5 S7ANDARD IMPAGT SIGNIFICANT
1304 US 1 BEACH ROAD 7EQUESTA ORIVE 50°l0 17 6D 11 2830 0.60°Jo NO
1304 US 1 TEQUESTA DRIVE PALM COURT 65°l0 22 6D II 2830 0.78% NO
1304 US 1 PALM COURT COUNTY LINE ROAD 35% 12 6D 11 2830 0.42°/a NO
N/A 7EQUESTA DRIVE OIXIE HIGHWAY US 1 15% 5 2 11 860 0.58°lo NO
�
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A�►_�TRAD_�E UESTA OFFIGE BUII DIR osnsi�s
TABLE 7
TEST 2-PROJECT SIGNIFICANCE CALCULATION
PM PEAK HOUR
TEST 2-FIVE YEAR ANALYSIS
0.5 MILE RADIUS OF dEVELOPMENT INFLUENCE
TOTAL PM PEAK HOUR PROJECT TRIPS(ENTERING}=4
TOTAL PM PEAK HOUR PROJECT TRIPS EX171NG = 17
PM'PHAKNOUR
DIREGTIONAL TOTAL
PROJECT PROJECT EXISTING COS E PROJECT PROJEGT
STATION ROADWAY _ FROM TO DISTRIBUTION TRIP,S L:ANES. CLASS STANQARD IMPA6l' SIGNIFIGANT
1304 US 1 BEACH ROAD TEQUESTA DRIVE 50% 9 6D 1! 2830 0.32% NO
1304 US 1 7EQUESTA DRIVE PALM CQURT 65% 11 SD I! 2830 �.39% NO
1304 US 1 PALM COURT COUNIY LINE ROAD 35% 6 6D II 2830 0.21% NO
N/A TEQUESTA DRIVE DIXIE HIGHWAY US 1 1S°/a 3 2 I! 860 0.35% NO
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A� SI Ad,\•S O\S:_�4V H 1'I'1:
� � �i�ilNlli�lilfl�lltHl��l�ll�����lllll!
� � ,�I� CFN �0160203�77
���"" OR BJ{ 28354 PG 0558
RECORDEA 06/08I2(�16 24:47:2�
Prepared by & Return to: . Paim B�ach Caunty, F�orida
Patricia A. Danovan A?1T 660�060.e�
Doc �tamp 4.620.00
Assur Title Agency sneron �. Bock,CLF,.AK 8 CO�P�`RUl,i,gg
82 a ay Street, Suite 1 P�s es�a - ��e; ��p��a
Jupit �da 33477
File Nu 16-9322
PCN 60- .4��30-02-00�-4�10 �
�� INARRANTY DEED
INDENTURE made #his 2nd day of June, 2016, by Bastiaan
Smaltegange,�iarried man, whose pvst office address is1'17' San Marco
Drive, Palm Bea ardens, Florida 33418, hereinafte� called the Grantor, #o
Bartl Real Estat� ., a Florida corporation, whose post office address is
3309 NorthCake Bo rd, Suite 109, Palm Beach Gardens, Florida 334�3,
hereinafter called th ntee.
0
WITNESS hat said Grantor, for and in consideration of the
sum°'of TEN AND N�110 �.04) Dollars, and other good and valuable
consideration to said Gran and paid by said Grantee, the receipt whereof is
hereby acknowledged, has nted, barga�ned and sold to the Grantee, and
Grantee's successors and ass�r forever, the following described land, situate,
lying and being in Palm Beach nty, Florida, to wit:
D
See Legal Description Attaa;�-(ereto and incorporated
Herein as Exhibit "A"
THE SURJECT PRdPERTY IS NOT THE HOMESTEAD OF THE GRANTUR
UNDER THE LAWS AND C{�NSTITUTION OF THE S7ATE OF FLORIDA IN
THAT NEITHER THE GRANTOR NOR ANY MEMSER C?F THE HOUSEHOLD �
OF THE GRANT�R RESID�S THEREON OR ADJACENT THERETO.
SUBJECT TO comprehensive land use plans, zoning and other land
use restrictians, prohibit�ons and other requirements impvsed by governmental
authority; restrictions and matters appearing on the plat or otherwise common to
the subdivision; public utility easements of record; and taxes accruing
subsequent to December 31, 2015.
TOGETHER VIIITH all the tenements, hereditaments and appurtenances
thereto belonging or in anywise appertaining.
QA/�I/'/1l !M�I�AI^1/��GSI �A/'�/1 � A� L
f
T� MAVE AND TO H�LD, the above granted, bargained and described
pre s in fee simple fore�er.
��d Grantor does hereby fully warrant the title to said land, and will defend
that s against the lawful claims of all persons whomsoeve�.
0
*"G��°r" and "Grantee" used for singular or plural as context requires.
IN V111 S WHEREOF, Grantor has hereunto set Grantor's hand and �
seal the day ar first above written.
Signed, sealed a�delivered �
in our presen � (�
. a .
�
NESS ��S�f � Bastian Smalle a ge
1�1!' ss Print Name: l
� �
O
UUITNESS �
UUitness Print Name: � �.
�
STATE �F FL�RIDA �
C�UNTY �F PALM BEACH
1
The foregoing instrument was acknowledged before me this� day of
June, 2016 by Bastian Smallegange who has raduced � � as
identification or who is personally known to me.
. �
�Notary Seal)����`��5�'�'�AL�j�'�i���
��, P ..,,.,,.. ,� ,� Notary Public:
��`'.���s�2dF�,�;., ''. Printed Notary Name
.
� ��Q� ?°�N':�= My Commission Expires
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Q..�.I.'�Qr2CA/�......CGA ��nr� rI �f r!
i
�
Legal Description
it "A"
L °2, 3,4, 5, 6, 7, 8 and 9, Block 5, Jupiter Heights, as recorded in
� Plat� �,23, Page 69, Public Records of Palm Beach County, Florida,
� toget ith a parcel of land 40 feet in width, measured from East ta
West, art�80 feet in length, measu�ed from North to 5outh, lying
immediat�est of and adjacent to Lots 1 through 9, in�fusive, of
Blo�k 5, Jupi�eights, a�subdivision, according to the map or plat
thereof as re�o�d in Plat Book 23, Page 69, Public Records of Palm
Beach County, F) a. �
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' CC���
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� AT&T Florfda T:561.540-9262
� at&t 120 N K Street
Lake Worth, FI 33460
February 22, 2017
MANAGED LAND ENTITLEMENTS
Attn: Michael J. Sanchez
3710 Buckeye Street, Suite 100
Palm Beach Gardens, Florida 33410
RE: Austrade Office Building
Dear Mr. Sanchez,
This letter is in response to your request for information regarding availability of
service at Service Availability Letter for: Austrade Office Building. This letter
acknowledges that the above-referenced development is in an area served by
AT&T. Any service arrangements for this development will be subject to later
discussions and agreements between the developer and AT&T.
Please be advised that this letter is not a commitment by AT&T to provide
service to the above-referenced project.
The projected land use does not appear to encroach into any AT&T easements
nor does it appear that it will interfere with the provisioning of services.
However, should any of the adjacent aerial/buried/inside communication
facilities must be relocated/adjusted those expenses incurred by ATT Florida to
accommodate the improvements will be the financial responsibility of the
property owner.
Please contact me with any comments regarding this response.
Thank you for contacting AT&T.
Sincerely,
C���.a��e' G>��z�
Eddie Herron
MGR OSP PLNG & ENGRG DESIGN
�� �_�,..:�Y..:,.>. _ .._�_.-, .-�
�
3960 RCA Blvd.
Suite 6002
Palm Beach Gardens,FL 33410
March 24, 2017
Michael J.Sanchez,AICP
MANAGED LAND ENTITLEMENTS
3710 Buckeye Street,Suite 100
Palm Beach Gardens,Florida 33410
Re: Availability Letter for the Austrade Office Building Project
Dear Mr. Sanchez,
Camcast Cable Communications will be able to service this site.
Please feel free to call if I can be of additional service.
Best Regards,
.
L%� �%�'�i''r
�f'la�tk�. �/'t�l f+��td
��C)�'Y1C���,
FEC Regional Construction
561-882-4310
Mar4� h�filford ca��e.camcast.cc�m
�.t��aha����� Ri�er D�st�i�t ��Z1`�IRONNI���,��
� °��
V1later Recf�maif+�n � �nvironrnen�a6 Educati�a�� ( Ri�rer �estor�tic�r� �, ;��, £ .��, = Q
250t} 1u�it�r P�rk�riv�, Dup�ter, Flarida 33458
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�1�el�phc�ne{561�747-�7(�l •Fa� {561�747-992�7 • a�r�v�v,#caxa€�atc}��eriver.c�rg y�-_` t,t. ��y
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D. fiilbre�Arr�r��tcs��, PI�.(�., Ex��utiv� �irectc�r
Jamiary 5, 2017
BARTL Real Estate Inc.
3309 Nc�rthlake Blvd., Su. #109
Lake Park.Flarida 33403
Re: Jupiter Heights Lots 1-9,US #l, Tequesta
SAI�tIT�1.RY S�WER AVAILAF3lI.,iT4'
Dear Sirs:
This letter is provided in response to a recent request by Michael Sanchez,AICP concerning sanitary
sewer service availability for the subject project.
Please be advised that, as vf this date, sanitary sewer service can be rnade available to the subject
pr4perty upon the payment of certain costs in acc�rdance with the District Ru1es. Copies of District
Rules Chapter 31-10 are available for your review on our web site at�����vb�e?��,�z_�l���tz.������-i}::����r+�
Consistellt with District policy, the D�veioper will be responsible for all costs associated with
connecting to the existing wastewater system of the District. The nearest system for your connection is a
low pressure line lacatcd nn Pa1m Court or Harbor Rd. South, The low pr�ssure system will require that
a small non-residential grinder pump station be installed.
Please�on�act the District Engineering Department at(Sb 1)747-5700 xt. 110 for more detailed
information an making connection and proposed District facilities in this area,
Sincerely,
/��'�.�''
Clinton R. Ye ke
Deputy Execu ' e Director
�ttn.: Michael Sanchez
v:\devipr�jlAustradelAv�il ltr 1-2017.doc
Ste�Jhcgz (3. Ctc�c�c�f�f L��-. R�latt iI. ��sTd�ck C�oE•�f«r; ��. F3ca<�:�1 II.u-��c� �1. �iiver€iza�� .I�z���e��. 57���e°c
E�s�a�•ki ��ex}�t�c=,' I3c>��rc! �3��a�E�er C�1r_zirra�sie: C3c��ax��9 i�9er�al7�;r �«aP-c� h.t�.��7d�cr
Village of T'equesta
Departrnerit of Fire-Rescue Services
.*
357 Tequesta Drive ��� 561-768-0500
Tequesta, FL 33469 # �� * www.tequesta.org
�
Joel Medina, Fire Chief
May 10,2017
Att Michael Sanchez,AICP
Managed Land Entitlements
3710 Buckeye Street, Suite 100
Palm Beach Gardens, Florida 33410
Dear Mr.Sanchez,
Re: Austrade Prolect
Pursuant to your request, this correspondence confirms that Tequesta Fire-Rescue is able to provide
service to Austrade Office Building project located on Highway US1, Tequesta, Florida and parcel
number 60-43-40-30-02-005-0010.
Should you require additional information on this matter, please contact me at 561-768-0550.
Sincerely,
Joel Medina, Fire Chief
Village of Tequesta.
Vice-Mayox Frank D'Ambra Mayor Abby Brennan Council Membex Tom Paterno
Council Member Steve Okun Counci�Member Vince Axena
Village Manager Michael R Couzzo,Jx.
February O1,2Q17
To: Michael J. Sanchez,AICP
Re: Austrade Office Building,Tequesta,Fl 33469
Dear Michael �
You have informed FPL that you have a project undez construction at Austrade Office
Building,Tequesta,F133469, and have asked us for a letter stating that your project does
not encroacli into FPL easements,or otherwise interfere with FPL facilities or the ability
to pxovide you wi#h sezvice. Upon reviewing your plans,we have determined that your
project does not appear to encroach into ttny FPL easernents�r otherwise interfere with
provision o�service.
The issue in the above-referenced paragraph has no bearing,however, on the iss��e of the
safety of the workers on your project vis a vis FPL's facilities. It is imperative that you
visually suz•vey the asea prior to commencing construction and determine whether the
construction af any proposed sttlictures will bring any person,tool,zi�.achinery,
enuipnient or object closer to FPL's power lines than the OSHA-prescribed limits. If it
will,you must either re-design your project to allow it to be built safely given the pre-
" existing power lines, or make arrangements with FPL to de-energize and ground ou�•
facilities,or relocate them at your expense. You must cIo this before Rllowing any
const�•uction neai•the power lines.It is impflssible for FPL to know or predict whether
or not tlie contractors or subconhactors, and their employees,will operate or use cranes
or other mobile equipment, or handle materials o��tools,in dangerous proximity#o such
power lines during the course of const��iction, and, if so,when and where. Therefore, if it
becomes necessary for any contrac#or or subcontracto��,or their employees,to operate or
handle cranes, draglines, mobile equipment, or any other equipment,tools or materials in
such a mar�ner that they might come closer to overhead power lines than is permitted by
local, state or federal regulations,you and any sttch contractor or subcontractor must notify
FI'L in rvt�iting of such plauned operation prior to the commencement thereof and make a11
necessa;y arrangements with FPL in order to carry ou#the work in a safe manner. Aity
�vorlc in the viciniiy of the electi7c li��es shairld be suspended until these arrangements
are finalizeti and i�nplemented.
FPL has certain minimum clearances that it must maintain. If you build your stnich�re so
that those elearances can not be nnaintained,you will be required to compensate FPL for
the relocation of our facilities to comply with those clearances.As such,you shouid contact
FPL prior to commencing construetion near pre-existing overhead power lines to make sure
that your proposed s#ructure does not impinge upon FPL's clearances.
If you have any c�uestions,please feel free to contact me at 561 616-1b10.
in erely,
- �=:�..y
��_��
Vaug}�ri Moncrie:Cf.c .
1'cchnical Specialist II �
Village of T'equesta
345 Tequesta Drive � �:===P_ 561-768-0700
Tequesta, FL 33469 www.tequesta.org
-�
March 24,2017
Michael J.Sanchez,AICP
MANAGED LAND ENTITLEMENTS
3710 Buckeye Street,Suite 100
Palm Beach Gardens, Florida 33410
Re:Proposed Austrade Office Building
Subj:Potable Water Availability
Dear Mr.Sanchez:
This letter is provided in response to a recent request concerning potable water service
availability for the proposed Austrade Office Building located on Highway US 1,Tequesta, Florida
and parcel number 60-43-40-30-02-005-0010.
Please be advised that, as of this date, potable water service can be made available to the subject
property upon the payment of certain costs in accordance with the Village of Tequesta Code of
Ordinance.
Consistent with the Village of Tequesta policy, the Developer will be responsible for all costs
associated with connecting to the existing potable water system.
Should you require additional information on this matter,please contact me at 561-768-0490.
Sincerely,
sa�t tfea�l�
Sam Heady,
Deputy Director of Utilities
Vice-Mayor Frank D'r�mbra Mayor Abby Brennan Council Member Tom Patexno
Council Member Steve Okun Council Membex Vince Arena
Village Managex Michael R.Couzzo,Jr.
�i�=-_�_`.:�
MiqB'I!a MANRRf£ME11tT
J�S,aBiN
GOV ERNMENT AFFAIRS
WASTE MIWAGEAAENT IPG.OF FLORIDA
7700SE Bw�c,�Ro
HOBE SWND,FL 33455
PH:(772)54r1327
M oswe:(77�263-0017
April 6, 2017
Mr. Michael Sanchez,AICP
Managed Land Entitlements
3710 Buckeye Street, Suite 100
Palm Beach Gardens, FL 33410
Re:Austrade Office Building—Tequesta, Florida
Dear Mr. Sanchez:
In response to your requestfor confirmation of service availability for the above
development, Waste Managementof Martin County can adequately accommodatethe
prescribed services as provided for in our Solid Waste and Recyclable Materials
Collection ServicesAgreementwith Palm Beach County.
We appreciate the opporhanityto service the newcommunity and look forward to
w�orking with the developers and builders in making it an environmentally friendly projed.
Please contact our Sales Specialist as your project proceeds, her contact information is
below, or myself.
Sales Specialist: Amanda Mindell— 561-351-8658
If you have any questions or concerns,please contact us.
Sincerely,
JEFF SABIN
GovernmentAffairs
Cc:Amanda Mindell
f
� . �
McLeod•Mccard,y&Associates,P.A.
I Civil Engineers
June 7,2017
Spencer M.Schroeder, P.E.
Mock, Roos and Associates, Inc.
5720 Corporate Way
West Palm Beach, FL 33407
(On behalf of the Village of Tequesta)
Re: Austrade Office Building: Updated Drainage Calculations&Fire Flow
Tequesta, Florida(MMA#16-026)
Dear Mr.Schroeder;
We have recently received site-specific geotechnical information for the proposed Austrade Office Building project in
the Village of Tequesta, Floritla. Two SFWMD standartl e�ltration tests were done on the properry antl the average
conductivity value of these tests has been utilized in the enclosed updated exfiltration trench calculations. As the
average conductivity rate of the tests was higher than the assumed rate in our original preliminary calculations, no
revision of the conceptual drainage plan was required. The onsite and alleyway exfiltration trench systems will be
designed and constructed to meet Village level-of-service requirements and fully retain the runoff from the 25 year—
3 day storm event prior to overflow discharge to the adjacent PBC right-of-way.
Adtlitionally, we have received a fireflow test for the existing fire hydrant on the north side of the proposed project.
The flow test result is enclosed, antl we have confirmetl that the proposed project will meet the applicable National
Fire Protection Association(NFPA)fireflow requirements.
If you have any questions regarding these two items, feel free to contact me at 561.689.9500 or
todd(a�mcleotlmccarthv.com.
\����t„�ti��,����,��,,�.
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� �
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer:TNM
Project Name:AUSTRADE OFFICE BUILDING Date:04N1f17
Project#:MMA#16-026 Revised:06/07H7
EXFILTRATION TRENCH DESIGN
Minimum Ground Elevation= 19.70
Weir Elevation=�17.90 � � � � � � � � � � �
Trench Top Elevation= 17.50
Pipe Overt Elevation= 16.50
' 15"
' PIPE
Pipe Invert Elevation= 15.25
CWE(Per SFWMD File)=4.00
Trench Bottom Elevation= 12.00
♦
Standard Formula
L=V!(K(Hz•W+2•Hz•Du-Du^z+2•r+z•Ds)+(1.39•10^�)•WDu)
<_==INPUT ONLY IN GR4Y CELLS
V Volume Treated acre-in (Exist.Volume) 5.16 <_(25Y-3D Runoff Volume)
W Trench Width feet) 8
K Hydraulic Conductivity(cfslft^2-ft.head) 4.1 E-04
Hs Depth to Water Table(feet) 5.90<__=Hz can extend no lower
Du Non Saturated Trench Depth(feet 5.50 than the CWE
Ds Saturated Trench Depth feet 0.00
L Trench Required 131
V=L•(K{Hz�W+2�Hz�Du-Du^z+2�HrDs)+(1.39•10^�a)•WDu)
<__=INPUT ONLY IN GRAY CELLS
L Len th of Trench Provided 161
W Trench Width feet 8
K Hydraulic Conductivity(cfsift^z-ft.head) 4.1 E-04
Hz Depth to Water Table(feet) 5.9
Du Non Saturated Trench Depth feet 5.5
Ds Saturated Trench Depth feet 0 TODD N.MCLEOD,P.E.
Florida License No.69188
V Volume Treated(acre•in) 6.32 snl2o�t
Volume Treated(acre-ft) 0.53 Date
c w+,
PRELIMINARY STORM WATER MANAGEMENT CALCULATIONS
Engineer:TNM
Project Name:AUSTRADE OFFICE BUILDING Date:04/11/17
Project#:MMA#16-026 Revised:06/07117
EXFILTRATION TRENCH DESIGN:Alleyway
Minimum Ground Elevation= 12.35
Weir Elevation=�12.35� � � � � � � � � � �
Trench Top Elevation= 10.35
Pipe Overt Elevation= 9.35
15"
PIPE
Pipe Invert Elevation= 8.10
CWE(Per SFWMD File)=4.00
Trench Bottom Elevation= 7.35
�
Standard Formula
L=V/(K(HrW+2•r+z�Du-Du^z+2�HrDs)+(1.39�10�-apWDu)
<_==INPUT ONLY IN GRAY CELLS
V Volume Treated acre-in Exist.Volume 1.30 (25Y-3D:13"x 0.1 AC)
W Trench Width feet 5
K Hydraulic Conductivity(cfs/ft^z-ft.head) 4.1 E-04
Hs De th to Water Table feet 5.00<__=Hs can extend no lower
Du Non Saturated Trench Depth(feet) 3.00 than the CWE
Ds Saturated Trench Depth feet) 0.00
L Trench Required 63
V=L�(K(Hs•W+2�Hs•Du-Du�2+2•Hz�Ds)+(1.39•10^a)•WDu)
<_==INPUT ONLY IN GRAY CELLS
L Len th of Trench Provided 74
W Trench Width feet 5
K Hydraulic Conductivity cfslft^z-ft.head) 4.1E-04
Hz Depth to Water Table feet) 5
Du Non Saturated Trench Depth(feet) 3
Ds Saturated Trench De th feet 0 TODD N.MCLEOD,P.E.
Florida License No.69188
V Volume Treated(acre-in) 1.53 sm2o��
Volume Treated(acre-ft) 0.13 oate
EX-2
DATE:OS/30/17
....................... .....
iNE'SAND"(sP 'W:"ObK'FkcM
OWN FINE SA�D (SP�, T/0 R00T5 :: DK. BROWN FINE SAND (SP)W. ROCK FRGM EXFILTRATION TEST CONFIGURATION
�'� GRAY FINE SAND (SP) (No4 To Scal�)
'INE SAND (SP) W. SHELL FRGM Q
::� LT. BROWN/TAN FINE SAND (SP)
)WN FINE SAND (SP)
5
�`.-BROWN�FINE SAND(5(')................................... ::�:�::..ORANGE=6ROWN'FfNE'S'AND.(SP)........... � � — — —
EOB @��6' BLS I I
GWT N.E. SFWMD EXFIITRATiON TESTS I I
K HYDRAULIC CONDUCTIVITY I I
Q STABILIZED FLOW RATE
d DIAMETER OF TEST HOLE
.................................................................................................. �� H2 HYDROSTATIC COLUMN �—CI—�
Ds SATURATED HOLE DEPTH (BY GWT) I I HZ
NOTE: IF 0, GWT NOT ENCOUNTERED I I
4Q I I
� �
K nd(2 +4Fi�[�+Fitd) � �
TEST SUM MARY (EX-2): I I
-� I I
Q = 1.4x10 CFS � � DS
d = 0.5 FT � � �
Hz = 6.0 FT
Ds = 0.0 FT
T — FT HEAD K = 4.8x10 4 CFS/SQFT — FT HEAD
of 2 We recommend using a Factor of Safeiy of 2
rainage Improvemanis. when using this value in ihe design of dralnage improvemenis.
DRAFT
NOTES:
TB—� STANOARD PENETRATION TEST [SPT] BORING [ASTA1 D1586] SP: UNIFIED SOIL CLASSIFlCATION SYSTEM [USCS]
P� EX—�/ EXFlLTRATION TEST USCS GROUPS DETERMINED 8Y VISUAL CLASSIFICATION
N SPT RESISTANCE IN BLOWS PER FOOT DRILL CREW FIRM: AACE
w�� GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED DRILL CREW CHIEF: RL
E08 END Of' BORING DRILL RIG: DIEDRICH D-25
BLS BELOW LAND SURFACE DRILL METHOD: ROTARY—WASH/BENTONITE SLURRY
GWT N.E. GROUNOWATER TABLE NOT ENCOUNTERED CASING: NOT NEEDED
HAMNER TYPE: AUTOMA7IC/SAFETY
GEOTECHNICAL ENGINEERING EVALUATIDN Drawn by:PGA Date:June 2017
CONSULTING ENGINEERS� INC. AUSTRADEOFFICEBUILDINGPROJECT Checkedby:�PA Dale:Juire2017
St.Lucle,FL 94983 772-807-9191 www.AACEinc.com EXFILTRATION TEST RESULTS 0.&ACRE VACANT PARCEL
Iwta ot Authorizatlon No.T6794 NEC OF US HIGHWAY ONE 8 HARBOR ROAD SOUTH qqCE File No:17-169 S heet N o. 3
TEOUESTA,PALM BEACH COUNTY,FL
� •,
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�'
* ��� * � i i i i i �i i
�''��.��°� �����L_�.��C�`_-�� 0��-' �'� ��U�.����
Department of ��ire-Rescu� Services
357 Tequesta Dr.Tequesta • Tequesta, FL 33469 • P:(561)768-0550 F:(561)7G8-0693
Joel Medina, Fire Chief
May 26, 2017
Mana�ed Land Entitlements
Attn: Michael Sanchez
3710 Buckeye St #100
Palm Beach Gardens, FL 33410
Email: michael(�mylaudentitlenlents.com
RE: Austrade Oftice Building Project
Dear Mr. Sanchez:
This letter is to advise you that the above-referenced property has met the required Fire
Flow standards pursuant to the Florida Fire Prevention Code,NFPA 1, Chapter 18, and
you may now proceed with the permitting process.
The Flow Test results are as follows:
Date: 5/26/2017
Hydrant: #2 - I55
Static; 62 psi
Residual: 54 psi
Flow Pressure: 45 out of a 2 %z" Orfice with a coefticient of.9
Gallons Per Minute at 1,119 GPM(�a,45 PSI:
Sincerely,
r i �
��,el�—� ��� �--
William Newbern
Fire Captain
AUSTRADE OFFICE BUILDING cotleur&
��c�ues�a, ��orida Hearing
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, I 'I )l�� �I � �16'-0" NOTE�HCR#3 MOD MEANS ONLY 1 RANP BUILTTO REQUIRED S1DE
�
�� 16 0" I �\ I I I �� I I,, I OF SIDEWHLK.OR RAM75 SEP.TO ENDS OF HC SPACES
� i
. � � I�' li �II'I �
�
I�III
i,
� '''I � I,i; %_8._0.,
i�� I HANDICAo MARKI�GS ���
AS PER CODE �
I �
4-�-, 4���! 4 4 I�,� 9 ���� 4 �� 4' TRANSFORMER DETA/L
�, � I — '"'s ��
� �
---1-t " -` ELEVATION VIEW
�--io,.p„ � ir-o„ � s,.o,—�
AN OFF-STREET PARKING SPACE SHA�L CONSIST OF A PARKING SPACE MARKED WITN DOUBLE STRIPING AND �`
HAVING M[NIMUM DIMENSIONS OF MNE FEET M WIDTH WHEN MEASURED FROM BEiWEEN THE INTERIOR OF � �. `
THE PARNMG SPACE LINES AND TEN FEET IN WIDTH WHEY MFASURED FROM THE CE�TER OF THE DOUBLE
STRIPING AREA,BY 18 FEET IN LENGTH FOR THE PARKING OP EACH MOTOR VEHICLE,IXClU51VE OF ACCESS �
9'COMPACT PARK/NG DETA/L oR sANOANK"�A`V(6�R�UM)M,WAX MYRRE
DRIVES OR AISLES 7HERETO.
NTS OPE�FOR ACCESS
'. TPANSFORMER
� PLqN VIEW (O
H/a/VD/CAP S/G�I/&SYMBOL DETA/L ' --- --- - - - -- —. .--
7'-0"SIDEWALK D CURB /� A\ �
� EDGE OF / - \�� - - TRA�SPORMER W �L
� �S PAVEME�T ' ` O
� �� -- — -- OPEN FOR ACCESS ` ` �
RS" 2'VEHICLE OVERHANG . . HEDGE MATERIAL(WCOPLUM,IVAX MYRTLE V
I I .� OR SANDANKWA VIBURNUM) `
�12'Y � �
18 :'�PAFIII,YGBY Rl'-B��-y� I . I . �
� � oiapeL� 36" ,��r f 1 i
PERMIi ^'
ONIjY N
W
I O �
} �*z�`i�z ��li', I I' I Q�
COLORS:
TOP SVMBOL&BORDER=1NHITE NOTE:SYMBOL TO BE 4"WIDE LVHITE TRAFFIC " '�
BOTfOM TEXT&BORDER=BLACX PAI�T ON PAVEMEN7 OR COLORED PAVERS. STANDARD r
TOP BACKGROl1ND=BLUE NPICAL fg�ALL HANDICAP STALLS I � � PARIQNG SPACE
BOITOM BACKGROUND=WHITE 'I ' I �I I ciFrsrArioN DErAic �
I,�II�16'-0" �
� HEDGE MATERIAL N�
I ' I I �BL4IXVINVLCOATED �
! CHAIN LINK FENCE
I
DUMPSTER DETA/L I II,i I�9 o I HEDGE MATERIAL �
NTS I _a � rBLACKVINYLCOAIED
1 I � - ' 1 / � CHAIN LINK FEM10E p �
__ z z� -__—_ — .__. � 4,. 4. ,'��. ' •
ELEVATlON VIEW q 4
�-�` �HEAW DUN HINGE I� �i, �
s-� (SEE SHOP DWGS) ��� Z, �
>
1,. CBS WALL � ',
�;�SHERWIN WILLIAMS Z Z �� 6�
6, � SW7006 EXTRA WHITE �. � ' )` �
i _ — /
-FINISHED GRADE
� ,
� I�f UGHT DETA/L 9.5'PARK/�1/G DETA/L (l/�JR/A�I/CE GR.4/VTED) �8,_;
N75 NTS
3/4"ALUM.STOP PIN(CAIN BOLn HARDI-PL4NK SIDING METAL GATE
SHERWIN WILLIAMS•S1V700fi EXTRA WMI7E
7'-0"SIDEWALK D CURB CURB DETA/LS
PLAN VIEW / PAEMEnT NTS
_-- _._-�---- --�-- .__ _.-
_ _- — � -- — -- --� -- -- l/ CC CURS
.--io•�
'�. ClE OVERHABG
' Z��RAD. �5��f �-24"�R
. '�• � ---- . � --�- k -�- - DAVEMENT �W�RING SURFACE
: � � I I I \6. -. � R% 12'�-12'�
}_. ___ � � : 18 7�' ( .:���,. BASE
�
� �--- . I I'�, I I�I � �g°�� fvOTE:SAWCUTS REQUIRED AT 10'CENTERS
5"RAISED CO�CRETE � HEDGE MATERIAL � ��� '�. OESIGNED DEH
. S 0/10 V4WN%6 ' F CURS
O � I� ANGLE IRON W/1 DIA. I,' I � A�R� RO
_ 2"%6'P T.GUARDRAIL �o PARKING SPACE .i ASPHALT '"� RZ yb...`.l�Z �ATE OV o DEH
1 __ _
INSIDEWALL ' i - �60602
I � ��\' � ' OB��UMBER
'� HOLE FOR STOP PIN TO i �16 10-11-�6
• '� a � LIMITGATEOPE�7NG I . ��� R3 6^ 05V231�75 011917
� ---- ---- 3�OOPSIe��16' 8 f� 02-16-17
' - '�. CONCRETE �24�-y` 04-71-17
�i � _ _ 05-1t il
- NOTE;WHE�USED ON HIGH SIDE OF ROAD4VAV5,
9.,6, THE CROSS SLOPE OF THE GUTfEft SHALI iAATCH
li� ��. i�"'�- 4 y 2.20'"1 t0 2 5'cr
\ 7HE SLOPE Of ADJACE�T PAVEME�T AND ' �
-i�g'. 16-0602 ?�Y.Y_
� , � THICK�E55 OF THE L]P SHALL BE 61NCHE5.
�j � 4-��4.� 4.. ' q. / /
� \\�- � /� SHE=T � OF �
OPAQUE GATE �STEEL PLATE W(1"D]A.HOLES FOR �� /t�'! �
STOPPINSTOLIMITGATECLOSING � V etai/s ��O1.Eu98Fy''Y�:,iNY
(DRILL PAVING 2"DEEP ALSO) �a:,e�'��E:.;��-:«�
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Plant Specifications Plant List 'p�� 6IIII�°�`
E7�GE,' ¢�aa�a v
PARKER•YANNETTE
6�EG�E6 AVD bIZE ere�l conl'ar.Lo:�cea i�d'ca�ad o�ths d-ewi�gs,I:o-xc'e�u�o ene��ccnforr to 'A��L 5`� Q—� ��Q"'�E $pELI'IGATIONS de51�TI1 g]'OUP�IIIC.
6"MOGR7�ZE��Ldtv'�MIE9,c�r�x�i adlt'w-All msery etoca eFell be Ir�.ecco�oenca iltF 6-edse PA_MS
6:enderde 10�N�rea�y!'le�:e P I . ao.�cr ouoll F b�U�a Flo-�de Daoe•�nant of Plentlr.o eol'fo•u�e Ir,p�eKS�lrs beckfl'�fo•p�a, p ,'�bm added et e ie ot>avm�y f vo!'S+o�
����rt��a ano�or.,n9r ea-v.c .Aii p. t no�oU,s•��..a.o red cai�g Forida Far.cy or ceresr.�to i�emy f s a5s:)p coni a.ietirg eon T i ia �,i uead n e..ple�.i pite s mot senel p� 3 Pt choe _�^�e e e/Alexenoe-PaIR �2'ct.:�lole sten,NII� ,metc��n
,b Fl.ie Gmde N b•i or�nenr as aeie��i tr iro Flo-ida o��e w�or piem e�na�r u,sno t k�.-ad u,am�m�.o =iemo-.p�• .ehor be e ro.u�.e,meo e�ew�e.toosa i o� y p� 's�an c a g
ir i y. spec•- , . .ex� i i'y roa�y ey--ev.cel tlgh�I �. plant,eo velred o�favo•aa n loery�r ar heii ..rcrey ram��o nr«�5m,psrceni aaccmpo.ed o-genic rei�e-end eheii ca P9 I P�oanix sy vebt-le/Wild�aie Pal�n �7'ct,�Ives s;e�r hsavy cen,diaroro cut t��ree,vull Frond,Plcrida Fancy
I�>dave ocnx.t tnat r�et appaa ance le unqu�eet'orable ero o��eierd'r.gly a oa o-Ir ro.m,numbe�of hae hon roevy c ey.etore me,p. oote or oUw�crelgn mle.e o•roH oua g�ee.ee teuc�e aoo'ovad b �anaeca e a'cF'tact LM`�SCAPE 4RCHITECTURE
" b�er.cl�.ee.eo-paeM.eee aro ey--eVy. Bar��de o•rw.t gree>J ero roxieue v.esoe. I�eFull no�eo�:ei ton.e e�beeerem�Yeh rey oa�e-mLl��o p'er: � p pLAN�1�G GRAPH[CS
gro�e�. '
�rne¢a_ffp.:ie=_ri=_ni5 x RR B Roy>tonea reola i Roya I�a In '9'o.�.,21'h:.,neavy ca',.,f�.11 f•ono,necchi�g 625 S th li.S.Highway One
LO`A^'eRGIdL FE�I��ZER x5� 7"e 56�oe1 e'�s:to/GGnbd e PO'm '6'-]4 F:.,e'.Iea irura $Lite330
q'��oie�.�e ehei.ee rveeF'.y �g.eo.xo.Meity,vigc o e�d froe or a eeeee ard•neact p g Jupihr,Florida 33477
agoe ,entl e�pll hova eGeGuele root j - or plen:'no rc�e ehGll be�nlfo'r'n elze Tw Fa•t�llza eMll o e�l tyx of plen:'rwe,exceot oal-e.Gren.le��ert:'llza•eF911 o u��fo�m Ir
o eYeoe�eA'�'em erialo aMll be e�o�x�to ecp�ovel Gy iM Leroecepe a�c�'�tect. uArors e�y ory e o I+ea f'.o�ing.TFie ferti�izr:rau oe ee:!�er�o io u-a eiie�r ira o.igo-e
� .f�� eo.�eead nr e� e�i iu.,�rn v�e..ie m�m.�.�e��e ro .e�,ro�un�e��a�y. =iem. _ ��«6m�in�ios rar.�raoi�e-�e e�e�eRe�i or a�aiye�� o enen,�e:u,�r o-_�g.,q�rm�e ae�o ?Rc'ee
i�r.o�..o pno�io oa a.y on'y upen u�s epp•ove.or ua.eroecepe n•cf�eac�. e d�eo�aiez�pa- m�roor e.s�e�nr.�pm�eo�o`n,p.nc,' ,.si�e nzr.�p�e.�e po�aaeiw.�,oi�e�ro�. Telephone:(56Q 747-5069
Ta�oiae r,ruu:,���,ngnro�r�"o��eq�eu v s�g e-eize�wn-��ire ro�.io��g q�r�,�ie:wan�y tzm+c: xBs � Bu•aere 9imar,.be i�u-bo�_.moo '2�x 6',2'�, cel.,ft,u�a�opy Fex:(561)747-2041
CONTAINER GRO„1:SiOGK oeresnt nit�ogen,ler,(10r.1 pxcenl droeoncio'v>,f�ve;5%i parcent poleeelu�.
A':'conte'm�grwr-etrlel�hel'.ba Fml��m;,v�ao-o�e,��e"��oeed p'er�te,end aeleol'��faa Ir.W rns wo rmc��.�z.•e�iii be e�p��ap e�w ro���omvg�a�ee. CB 5 Calophyl'._r braeilieres i Braz�llan Bsau:y Lee� '7'x 6',4�x'eal.,Full ca�opy Email:mailCpydg.eom
•�r�r,;a�e.oie.Tre p�.amo>r7i��a�oo.�woo a�o 000d q�au�y e�d v a r.9,ie�y MCES I3 _onoeerp..o e•seeue eer,eeue i S���ver B.,ito��000 I2'x b.1�v'eel.,full ea�opy License#LC-0000297
o•o cond'�vif�Mc¢eteoli�`o ccn: a grc✓p'a ehall oe o r.I,i�a;c :air. e�f�:'c���y�.ong PLN:'6'ZE I6-i-I] 'AGQFOF^1'TPELE�l]'G•erei XG9 c �^Orq`�d 6Eb65te�c/��dn G-6i0E/ '2' ' 2�i'C81.,NII Ce�.o
� u' o•U'q f ro o Mve deve:ooedreo:Mt vn ee ylll�ele'rsle Ye o rd �v�y���r�'-��������^�y,\^^^�V��v��yyv��
b'o�oga�M-Nx rerovm hm�t�e cor,:eva.P's.,�roo�bp.nd ir�cw.U'rere e�e unecceo�e In '.oa'. I/4.6. 1 C(j]^ � GIVBIB �tq L�fB'o/.�iTdll'_EB��',u9ld �7'x l,I�llll'-9t6".III�'!JBO-u0,�UI�L�
3 gal. I/3 Ib. L � `ti.�i�wV���.`tititi. �
ME46'..�"E\TS �.-19 ga'. IR Ib. 55 3 Senne 9���etensis/Gle�cous CBes'ie '2^K 6.��II c5�,00-�
�VVVV1 ^v1�1.titi1 �VY\�
r. Ne'on eFail o e��ed/� our.d to tFo ave eoe bi rrc or wno . Bp.aao e`e�l o "-6��11D°" ��beP.'ce"pe� ]/I'celioe� Q ' 2 'abeo�la cF��9otrlc�a/Gold Tru^ s irem '�2'n 6,9 .t,fu'�c no�
eee or b•e�cn�3 eq��al'�y arour.d tFe crc8.fror lb cNter eI tYe v��h Q 6'aro�arg.� 3'oer•celioa- ai'.'ca!�psr I � tititititititi����`ti�`�`�`��p�
Me e � .I rr� 9 tF 8 lreee eFbll ba hes o�'v
c�ot' h d b t ' I b .d�� infesiet on Flo�!da Eaet coe I.9oec'�a! �II ve eop!ied�o all pe:me et im�alle�or et e reta ol'i]'o.par i�.cn of �-
' vurk cei�ox w,ee r oc r�ed. A-GE�-5/Srl¢JB5 i GRO,.NDGOVER:V�'\ES
5rcme� Hs.o .F li' ra r the d b g o nu u�re-ew-e o eni gro.,tr � G\N I'o'd A�r..ale,T.9D. oel.�.�I',plant'r polt'no ao �
�ee ��eed�Fall bb•eew•ao to�W ano 0 o encY�g eq,ully e ound tns�H�,b meee MULGH � ' �
eu• te e•a roe�o rewde er:�e,�ine gro�ih BR 6 Brome'ed-AseWee'_It:��e Nary 7 g ..7d'x�B'.��I' �
Yu1cM.metp el�MII'o�:Mm!3i Irr�JVe o�W�do»relo�wca n:cn fsts-.IIStq Cr.o f•ee ol aa¢oe)a
Par.. cieer-rw�:cr..eteii oe meee�reo nr�ro Q-o�ro ei:re ir,e o. �� «�o�ro pov� eeoro�so sq�,al moieisnao ai ers��ne o�enp�.ca�a+�o prm�e�i�nd a soiace-sr.; GGI �? Clueia g.+tt•tce i 3mali�sef G',,.e�a 5 4 '�I'.te oaee,oenae Z
r«e tro rai.e aaeo i.urk,e.ro tro-naw-e o�o.een oeri�on or iro vu<o��ro roeo. 9isstrc�rlo�e �CI 23< G�oee�.anus icacc,V Rav7� /�Reo�ic�coolum 3 oel..'<' Y2'.��I Q
�v��-� �vv�^ �����v�
wer i�.. i ro�+.J eYeli be^aaou•ea no.�tra e�ra e:w i r.e or r ia iet�or.�o e eoin: �e�,b.i w�o.e o �I eyoe.or e zs�ii',b.ai o.ao,.ero�����u sr:or vH�e�d.ope QI � DE 47 Cu•ente ta Golo Mo,.ro� 'qd I.'4'x IB NII ,}} ,�
tHe q B e 4�ler9th of trn�rapereo b:d. �e witF nerrea or numeC �urke u II not prchtnc: B�B m III. � eccaolao ea euoe e fo-ccnte'm�g�aun�retriel ur.see p•av uely y ��.�.�..� �1
be eccaoteo. �"� �fV�J o Fu^o^aee�ost��o�a var�eaete�i ver.G`en aF lae A eve i6'09 P�`� IL
vao.Altsme �bet tul.o�4 eYell be Ir.dlceted'n�old. � 9 �
NIB 26 Hlblslc,:s sh�,.b i qal.,1�'x 11',���I'.,orarge �oW_r /1
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Planting Details xlv 5B" iex vonao•ia'S:ores Dsa-r i Cwa�°ra„por�ouy 3 gal'a'x ib'.?W' � L
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Tree Planting Palm Planting Palm Planting '� � � Q
•B E '�.4.�9. , L x<�ixao�1 c� a _ �4_PW.E[i.EEV
��awe va_a rn�rs. a-r.:es�o enea.Pars,wFno*a..Purs c<vr.er e�n��on-e rxre, -OTA_ NAT Vc o\A'i VE /�/ Q u-
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I �� �II: � ` �� I ' � . � � ,.c�.eEEsscrce*.a;�e. WIDT.I NO.OF TREES NC.OF TREES
-7T�� r �,-r_� eo.�o.ia.a..w,�Ns. I II�III 1�=_ITi= p�a� R'eQUI(dED PROYIDED
�I I— I I —I NOR'I-BUI_�11�Cs F4GA�= 52 I.. 7 '
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*PROYIDED ADDI710NAL 71�E8 IN PERIMETER LANDSGAPE BUFFERS TO COMPENSATE
Notes 3.PERIMErER LANDSCAPING:(I iREE OR PALM CLIJ9TER PER 9m LF.OF LANDSGAPE BIiFFER)
• No.c=�rz�es no.cF TRaes
-Prio �allaiion of a�y n.am nata-ial a�'sa.s _and'r.ponxo cotle eral'.bo ta�ivo a.o a„�oso�o m�:�ro.or,�a���uo�.a�o.oean�p:ao. REGUI4ED PROYIDE�
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�^a��•9- SOUTN�_CNDSCAPE SJ�FcR 4 9
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5'-0' T-o' B' B' '�� �o B'F �5 a ts (5 o B' CONC�EE �I FINiSNED ;OTEH�E REVEAL SHOW�MA"VARY. REFER TO P.AVS�OR ICCAi',ONS. P6.0 -----R��A�---- -__.___._.._..a.S,Q-_________$ � Z
OR ASPHA_T
fi'-�' B'-o' B' e' q 0 y.F �e o is•�e o s• GRA7E 2, y0\OLITHIC WAIN&CURB REOUIFED AT ALL LCCATI0�5 WiERE PROP.
_ � PAVEMEM _ ____C�QUR� .._____ . ..._SOD
A B C D EW F G �y 6'-�' f'-0' E' 9' �p�F ld 0 11'IB 0 E' � PRO'OS_0 SIOEWALK A6VT5 ASPHALi PNVEME�T. 24'O�� � � - �EUILDING �F�
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j �Y s' e' ��m µ e iz a a'r s av µ o a' BEVE�ED EDGES:ALL EXPOSED CORNERS AND EDGES TO BE CHhU.F�RE�J/4". JOCO PSI ' � ��� A N D S I D E WA L K S E C T I O N �8.0 - � I El. 17.75 Q ^
� µ e iz s y µ e s' FOUNDAT.OY MATERIAL:WHERE 'AATERIAL L'NSRTISFACTDRY FOR FOUN]ATION CONC3ETE -
I II � S EM1COUNiEPED, ALL SUCH MATERA_MJS B: REMOVED DOWN TO EL. 14.4t nT=�LOOR � �
i e' e' o-ue �•� e i �
s-o'e e' e' ��� �50 irs' �'-�'a e'-�Y �s o e' SAiISFACiORY MATER�AL AND BACRfILLEO TO SUBGRADE WI�H �LEAN SAND. FO�JT'NG -' �� '. - N''S' �s,Q ________ __,___4�V ____ ____.__ _LAtf91NG� W
e o•a e' e• '�� INLEf'YPES: 'NLETS ARE-0 BE COYSTRUCTEJ TO iHE DIN�ENSIONS SHOWN --
c�tB 1�a Y e'o'e �-o'� I�e e' E L 5 R-CEIVIAC PIPE WRCER THAN 42 OAIA=TER SHA_L aE in ' . � � ^� 14 Q _ _ _ . EL I�BS _ �p��� � �"�� �
s'oY e' B• ��je �5 o e' e�'� �-�'e �s e e• ACCORDANCE WITH=.D.O i.STnNDAR]5 -' !n
�. _ . __
� z-oY �e e� NATERIP S I'uCOVCRETE OR PRECA$-�L4SSTHE 4C00(MSN P.S.I.�C0Y REfE.I 'j 7 ROUNC CPP BOLTED TO 60X �y,0 ..- PROP WALK ' � �
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,im TOP OF&1F�LE TO 9E A V.I�.3"ABOVE 0 P�L � r_, O
+fOB• r�0•5° RECTANGULAR CATCH BASIN (ON-SITE) s" 6 s"� PPECRow�v "�� W
F�+-�1 �
o-o� " � INLET NOTES DIA. INLET PER ADJACENT DETA!L Z � �1
BEVELED E�CES:A_�E%GOSED CORNERS AND eoces ro ee ew,Mrce[o a/a". BOLtARD SHALL BE PAINTED WITH EXTERIOR PAVE�AENT SECTION REQJIREMENTS �
' �OUN�ATION MATERAL WHERE IAATERIAL U4SAT�SFACORY FOF FOUNDATION ENAM�L PNi�T Z COAT$BEFORE INSTALLA710N, � '11
is encouureaeo, au. suc-. �nrea�n�uus BE_ REuovEo DOWN TO 1 COAT AFfER I�STALtAT106.PROVIDE 4"WiDE T'PE `MEARING SURFACE BASE SUB-GRA7E v � �
54TISFACTOR!VATERIqL qND BACKflLLE�TO SIIBCRAO:WIiH C_FAN 54ND. � •
VLEf iVPES:MLETS A9E TO BE CONSfftUCTEO TO TME OIMENSIONS SFOM1' REF_ECTIVE TAPE AT TOP. Z c-�
.�REb�Ers RecemHc viae inncEa rHa�cz"owvnea sHn��ec iN 15"iOPE 15'FD�E 6'TNICK 3 OCO P51 WITH N A 12"THILK,COMPACiE�TO w �
ACCORDAACE WITH F.O.OS.STANDPA05 DowNsvo�T CO�CREE PAVEMEVT JOINTING PER AC 330. / 98%ldAXISIJu DRY DENSfr (��
NAT[RIAG INLEf WALLS AND BfSES NAY EIiHER BE CAST-'!:-PL10E CIASS I, BOLLARD DETAIL � � � � W
i5667�.concA�re oe re_cnsr cuss ii.woo(MiN.)Ps...concA�re. NOT TO SCAL (0�-SiSE) JOINTIYG P�AN TO BE A.A.S.H.T.O.T-�BO(L9R 30) �, �--�
SEE DEfAiL A SUBNITfED FRIOR TO �""'
CIRCULAR CATCH BASIN (ON-SITEI a"MiN. aOURiNc CONCRE�E � �
FlNISHED GRPDE ��W�Po�A�AP'fEfl ~ � �
� : . .SIDE��VIEW�� w � `
� SOL�PiATE TO 3_WELDEC TO , U ��
3/8'RED NFAD(6"LORC) T0�Oi BAFfLE '. Z ���/�
i/2"NEO�FENE � 1/2 ROI1N0 30°CAP BOLTED TO O .--
COVTINU6U5(tt�) . � � 3/e"X 5 1/2"BOLT " BOX; 1.5°THICK S-ill A.C.S.C. 8"-HICR LIMEROCK&4SE(LBR 1C0) �, �Z��THICK,COMPACTED TO U � �
USF FPPkE k GPo1TE 12"%4'HDPE TEE (BE'WEEN WALL& : �� ASPHALT PAVEMENT �p_�iRS) WI�PACTED TO 96%pASHTO T-1B0 � 96%Mpl(IMJN DRY DENSIT" . �
35-3/4" (OR EOUPL). FftWE 41J9 ANGLE) :�. - i/" (OM1-SI'E) OENS7Y&PLACED W�"MAX.JRS. A.A.S.H.T.O.T-180 '�,
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GRAiE 6429 4'-45'BEND ._,//,'/,-'
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�_ � •/s aouNo ao"c.n.a. SCALE: AS SHOWN
� � ��2, 2 i/2'x a'. DATE: 10/14/16
BPICK TO CRN: 1/4'ALJMMUM TOP VIEW SEE DETA!L A SIOEWAJ(:4°THICK CONCiEIE(3,000 P51�. �..
4'-45'BEND ANGLE �
�� T BaICK 4iN. SIDEWA'�_KS CONCR7E i0 9E BROCM FlNISHED WIT�i EVEN,
4 BiICK VA%. 12'HDPE PIPE �P' D�STLESS SJRFACE.CCNTROL JOWTS TO BE � SHEET
NOTE:BAFFLE 70 BE USED ON ALL PIPE IWERTS SPACED 5 ON CENTER. ISOLATION JOINTS �
CGNNECTING TO E%F.TRATION TRENCH. REQUIRED WHERE SIDEWALK ABUiS BUILOING, O�
ON-SITE INLET FRAME & GRATE TYPICAL DOWNSPOUT CONNECTION exisnNc aavEMeNr,oe ordEa slaucr�Res.
(TYPE "C-D" INLET � POLLUTION RETARDAN- BAFFLE {PRB D�TAIL
N.7,5.
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_ j_._.I___ � � ___ PRIOR TO CO STISHALLO BE LOCATED A MINIMUM OF 7'AND S I
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b I � � � F 12' FROM EDGE OF PAVEMENT. � �
I ! ' PIACED IN CURBS. ;
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� � IC._ �--1 '.'�.I ��11 �'! STRUC7URES. � i
I I �`; '_I I `-��I �5. MAGNE'IC TA°E IS REQUIRED FOR ALL WATER & FORCE z I
�--= MAINS AND SHALL BE 6" W�JE, IMPRINTED WIT- 2" HIGH I
� � �� _ �'`��� I� LETTER���G READING "CAU"ION - WATER lAAI\ BURIED = '
� � __ _ __ _ �"�>� : �i BELOW" OR "CAUTION - FORCE MAIN BURIED BEIOW", �
I I_.`; _ ' _ _' _ __ — _ ' — — _ �=� __ _ _ :_ _'�.' _ i N� �� • AS REQUIRED.
��' � - � ��,� � I�6. RECORD DR4YlINGS MUST HAVE DATA FOR TAP A,�D MEfER �
LOCATiONS POR ALL NON-PERPENDICULAR WA'ER MAIN
� i 11; _-- - = —_-_ - _- ._ �"_ _ — --_: �__ .... . �J I G g SERVICES.
�-r"��= -� • � �`�7. CONTRACTOR SHALL PROVIDE ELECiRICAL SEBVICE TO �
�cS =-- ' - ->' '' '�=�- � - - �= � .' ! ^'�I i
I ' — - - - - - ' -- - -
� I� - _'a.`. '•I � I PRIVATE _IFT STATION - COORDINATE WITH ATLANTIC
; ��, ... 'o°o°o r , =I � I! ENVIRONMcNTAL SYSTEMS (AES) REGARDING E.EC`RICAL
_._....� _
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���. I+`' � 1 ��8. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE AND I
I c � 'I I� CONDUJ TO DCDA TAMPER SWITCHES. � �� � i
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DATE: 10/14/16
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PARCEL C NTROL # 60— 3-40-30-02 005-0010 � � � � � � � 2 STORY RESIDENCE �ocarioN nnAP
1 STORY RESIDENCE 6' HIGH WOOD -� "T� �`��` � �NE F�' R�' �
FENCE � � 6' HIGH 6' HIGH 4' HIGH � ��R�s� �����,,Y: �,s`: ��m�. ,
CHAIN LINK
g6 0,� +� ,Q FENCE IS 0.5'f SHED CHAIN LINK 2D +� FENCE CHAIN LINK ;�,�„ , >>° �{ l��,
�1 1� __ � ONTO LOT 10 / FENCE � 13.OENCE � �r����t� ��,, aq i ``�` ;
--_--- — -�- -._ ___-- - — - - - -
�� � � EN OF FENCE IS '? � � �AT �, t
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' v '. „ „ ?o FENCE UTILITY �o � ONTO ALLEY ONTO LOT 20 ��L.� ; � �, ``�; '"� �; _ _"-�
� z FOUND 4 x4 ,� POLE �� �v ��1' �� FENCE ENDS ARE J IN FEET ���` =� �� "``� ` \ t
� =`. � CONCRETE MONUMENT 20 PLATrED ALLEY �o ANCHORS FENCE IS 0.3 0.2 f ONTO ALLEY SEWER ?86 ����� s� - z '- ;, , '`�
��' ?> >? UNIMPROVED , » , ONTO LOT 20 VALVE o 4, ; - ��\�� ,=
�ti� s u s9 ,�— � � (BB)N 16°50 37 W 200.00 x` �325 �'� '�`�� ���< ,�4.�f , � : ti �EEr i�s .��
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�' ' ��' �` LEGAL DESCRIPTION
�O�� � J� 12� FOUND 4�.�4" ^O.oo� �70.oo' =Q PaBe 69 Public Records of Paim Bea h Co��nty,F�ortla,toge[�herdwthla pa cei ofkla d
�`b' I � CONCRETE � c Q-�
�J 40 feet in width.measured from East[o West,antl 180 feet in length.measured Irom
�O MONZ,UMENT = � North to South,lyin9 immediately West of and adjacant lo Lots 1 ihrough 8:inclusive.
20.���� 2�.Q�� I I I I A I I � I �.✓ WEST �� y� of Block 5,Jupiter Heights,a subtlivision,according to the map or plat thereof as
/ I ��� recortled in Plat Book 23,Page 68,Public Recortls of Palm Beach County,Flontla.
7� � CONTAINING.2t.600 SQUARE FEET,MORE OR LESS.
A N ��
�z�"\ I 1/�� 1 OZ� Z SUBJECT TO EASEMENTS,RESTRICTIONS,RESERVATIONS.AND RIGHTS OF
��� I 7�1 I I � I I I I N�N Q WAYOFRECORD.
= N B L O C K S W Z TITLE NOTES
O�W w (� N W� O THE FOLLOWING IS A PARTIAL LIST OF NUMBERED EXCEPTIONS WHICH
�� O w �✓ N �W Q '� � CORRESPOND TO THE NUA78ERE�EXCEPTIONS CONTAINED IN SCHEDULE 8-
U�� O � JQ �� � �� � SEC7ION II OF TITLE COMMITMENT BY OLD REPUBLIC NATIONAL TITLE
� � O � �1� �c� INSURANCE COMPANY,HABING FILE NO.:16033543 DG,AGENi FILE#76-9322,
(/� � �� 1 //''� //''�� 7 j/'('� �C}- AND AN EFFECTIVE DATE OF MARCH 17;20'I6 AT 8:00 A.M.;THE DETERMINATION
_� ��� k� � O// L � 4 5 V / {„J 9 O =� � OF THE EFFECT ON THE SU6JECT PHRCEL IS NOTEO IN BOLD
��� � � Q � 8 Restrictions,contlitions,reservations,easemenis,antl others matlers contained on the
�� O O O �^ Plat of Jupiter Heights.as recorded in Plat Book 23,Page 69;as affected by instrument
J rewrtled in OR.Book 1664,Page 216.Public Recortls ol Palm eeach Counry.Floritla.
^� M m AFFEC7S iHE SlJ&IECT PROPERTY AS SHOWN HEREON
�\ ��l m � � � � � � � � � � �+�+�� 9. Notice of Llen Rights ot The Lo*ahatchee River Environmental Control District
� � � /'1/Q Q recortled August 26,1986 in O.R.Book 4984,Page 1254 and Revised Notice of Lien
�0 � �L• Righ�s recorded December 9.1991 in O.R.Book 7048,Page 655 to9ether wiM SeContl
�� � � I I I I I I 1�• I � Q ��� Revised Not'ice o�Lien Rights recortletl April 3,1982 in 0 R.Book 7187,Page 1712,
Publlc Recortls of Palm Beach County,Floritla.AFFECTS THE ENTIRE SUBJECT
J 1 r� � ^ Q =�Q PROPER7Y(BLANKET,NO7 PLOTTABLE)
� _ � 1 0.E a s e m e n t t o F l o n tl a P o v re r a n d L i g h l C o m p a n y r e c o r d e d i n 0.R.B o o k 2 6 0 6 P a g e
U� � � I I I 1� A. I I I I � J � 1712, Public Records of Palm Beach County, Florida. AFFECTS THE SUBJECT
� � � � � = PROPERTYA9SHOWNHEREON
� +I •� ^ � NOTES AND LEGEND
� � � � U QQ R/C =5/8"x 18"IRON REBAR C/l=CENTERLINE
N Q AND CAP LB N0.7344 CA=CENTR4L ANGLE
I O 2 O 8 -�U"- =OVERHEAD UTILIiV LINE F.F.E.=FINISHE�FLOOR ELEVATION
� O '��• 'J 'J 0 �6� --o--=w000 urwn ao�e L=ARC LENGTH
20 �o, �Or �O' �O' �O' LO' �O' GO' �=EXISTINGELEVATION O.R.B=OFFIqALRECORDSBOOK
R=RAOIUS
180.00� - � RNJ=RIGHTOFWAV
� PLATTED EAST RIGHT OF WAY LINE O � � O 1)(BB)DESIGNATES THE BASE BEARING FOR THIS SURVEY AND A�L OTHER
6' 1' �Cr� � � BEARINGS SHOWN HEREON ARE RELATIVE HERETO.
•] '6` � MARK (PLAT 800K 23, PAGE 69) '� � p a � 2)NO BELOW GROUND IMPROVEMENTSIS7RUCTURES,IF ANY,HAVE BEEN
�' � � SET Pk-NAIL & WASHER WEST LINE OF JUPITER HEIGHTS � � LOCATED.
� ELEUAT �N=18.64 (PLAT BOOK 23, PAGE 69) UNPLATTED � = 3}ALLDATESgHOWNWITHINTHEREVISIONSBLOGKHEREONAREFOR
� INTER-OFFICEI FILING USE ONLY,AND IN NO WAY AFFECT THE DATE OF FIELD
pJ , �yJ � SURVEY AS STATED IN THE CERTIFICATION BLOCK HEREON.
� Q �D' UTILIlY EASEMENT 6 4)ELEVATIONS SHOWN HEREON ARE BASE�UPON A BENCH MARK DESIGNATE
� p � (OFFICIAL RECORDS BOOK � � p N � OF 17�47 ASI PUBLISH DNBY PA 6DBEACH COU TY ENG NEERING AND PUBIIC
0 2608, PAGE 1712) o o a, woRKs
� � � 5)THE PROPERTY SHOWN HEREON IS�OCATED IN FLOOD ZONE"C",AS SHOVYN
N � 40' R/W ABANDONMENT PER v- FOUND CAPPED IRON„ V' Q� ON F.I.R.M COMMUNIN PANEL NO.120192 0106 B.MAP REVISED,OCTOBER
o � O.R.B. 2608, PAGE 1709 �8,2 ROD—"MIXON LS3335 � zw ,5,,982.
� ��j 0.1' NORTH, 0.1' EAST z o� CERTIFIED TO
� % �J Bartl Real Estale Inc.,e Florida wrporation;
Z � O C ��O �� O� Old Republic National Title Insurance Company;
� FOU 'D 4'x4" CONCRETE MONUMENT � �
� 9 e- 19� � 7�/ � n�� �= CERTIFICATION
1g g3 �0� (DIS JRBED) 0.3' NORTH '2 U�ILII I BOX- 1U I HEREBV CERTIFY THAT I HAVE SURVEYED THE PROPERN DESCRIBED
'�a?V � J �9 5� RAISEO 1 q 0 ' �� � GUY CONCRETE ZO.O �9.OU ,888 � '� OF MYOKNOWLEDGE AHND 8ER EFVTH ftE ARE NO APPARENT ABOVE GROUND
o- I I --,0�--- � �' ....... <ONCRET rn. ......_ `99 0�0 S/ 6 3 E � �.�� o� NCHOR UTILITY PADI --....__...._.._.._.._-- - -_. _.____- - -__...__..
• �SI ENCROACHMENTS OTHEH THAN THOSE SHOWN OR STATED HEREON AND
.�� \.l ... � . ..— _— �� -�_ �_����-��...-- _ � �_'�� '-..�-----"� -' . �� ��_---�-- --_— \ � _' �—�— — , '�� . ..... L I ..�... STANDARDS AS SET FORTHI M HIAPTERESJ-10RIDORIDArADM171N STRATNE
CURB
v,'� `L�' RAMP � SEWER , �9 � " ° . , ` ` � 0 ':WATER VALVE.� ' �ooE
z�� o� '� � ' 9p . ;S',EONC,'kET� SIDEWACK; � ' ' ' 2 � ' ` R`aMF`' 0.5' RAISED OVERHEAD �ATEOFFIELDSURVEY:5/I9IZOIE eY� �
o=� '� � >� �V,4LVE • V , . �. . • � . . � SfWER�VAlVE CONCRETE UTILl11' LINE S NL SHIRLEY ,3a,a
� 6 ' J . ��� ,WO,Od U7ILIIY'POL�E ,. � �9 THE PROPERN DESCRIPTION SHONM HEREON IS AS FURNISHE .
��� �95 982 � �� _-_ .69 CURB � �oow REPRO�UCTIONS OF THIS SURVEV REPORT AND MAP ARE NOT VALI
poza a rm m UNLESS SEALED WITH THE EMBOSSED SEAL OF THE CERTIFVING SURVEYOR.
� � 9 z���o� REVISIONS
2' CONCRETE CU, 3 '` CATCH BASIN � �
�� & GUTTER EAST R1W LINE FOR STATE ROAD N0.5 AS SHOWN ON RIM=19.50 � �°�°�a��
�N D.O.T. K/W MAP SECTION 93040-2503, SHEET 2 OF 3 WEST INVERT=16.05 (15��RCP) Nowo<<j� 03ID3012017 LOCATEIMPROVEMENTSRINEA&NSIDEOFALLEV e S
��Y BENCH MARK BOTTOM=14.25 ��¢w���Noz
� � �- SET SQUARE-CUT ON CONCRETE � ��o 0 0�
�O m "' BEHIND CATCH BASIN � ��3�`��0� � , ASSOCIATED LAND SURVEYORS,WC.
�� NORTHBOUND ASPHALT LANES ELEI/ATION=19.90 ����c�o�~� '' 4152 W.BLUE HERON BLVD.SUITE 121
O � �o��F �> RIVIERA BEACH,FLORIDA 33404
O� ��o�3�<z�� �!', .� PHONE:(581)848-2102 FAX:(561)844-96b9
^�� o ��g N � LB N0.7344 EMAIL:als@alssurvey.net
bo�wEo�
C�L U . S . HIGHWAY N0 . 1 (STATE ROAD N0. 5) n���4�3<� BOUNDARYAND
�� �_"' TOPOGRAPHIC SURVEY
CONCRETE MEDIAN � NUUU5�3 BLOCK 5
�� 20. ( � �2 R/W) '�STORM MANHOLE �� ��€�`�3� LOTS 1-9,
66
„ " � 21�� , JUPITER HEIGHTS
� � � . . � . .. . • . 2Q� ` - ` - OWN: BLS FBIPG . DATE: 5/19/2016 W.O.#03-0051.3
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