HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 4_05/18/2017 , ,
VILLAGE OF TEQUESTA
,� DEPARTMENT OF COMMUNITY DEVELOPMENT
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Staff Report—Planning and Zoning Board Public Hearing— 5-18-17
1. PETITION DESCRIPTION- SPR-1-17
APPLICANT: H&T Consultants, Inc.
9310 Old Kings Road S, Suite 1001
Jacl<sonville, FL 32257
OWNER: BB&T Branch Banking and Trust Company
Doug Huesing(representative)
200 West Second Street (27101-4019)
PO Box 1255 Winston-Salem, NC 27102
REQUEST: SPR 1-17: Application from Branch Banl<ing and Trust Company (BB&T) for a site plan
review to demolish an existing two-story structure and build a one-story 2,290 sq. ft.
building. The application includes site improvements, one (1) monument sign, and a
new landscaping plan.
LOCATION : 101 N. US Highway 1, Tequesta FL 33469—SITE 1
LOCATION MAP
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Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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2. PETITION FACTS
a. Total Gross Site Area: 30,958 sq. ft. (0.71 acres)
b. Building Footprint Area 2,290 sq.ft.
c. Canopy Area: 718 sq. ft.
Land Use and Zoning
EXISTING LAND USE i FUTURE LAND USE ' ZONING
G2
SUBJECT PROPERTY Commercial (C) Commercial (C) (Community
Commercial District)
NORTH � Z
Tequesta Shoppes Commercial (C) Commercial (C) (Community
Commercial District)
SOUTH � 2
Village Square Commercial (C) Commercial (C) (Community
Commercial District)
EAST � 2
BB&T—Site 2 Commercial (C) Commercial (C) (Community
Commercial District)
W EST
Mixed Use(M-U) Mixed Use (M-U) M-U (Mixed Use)
U.S Highway 1
3, BACKGROUND
The applicant is proposing to divide the existing BB&T bank site into two (2) parcels. The subject site
plan review (SPR 1-17) is a redevelopment of the existing 2-story BB&T bank building and related
parking area located on 101 N. US Highway 1. The zoning district is C-2 Community Commercial.
The subject application proposes to demolish the existing 2-story building and construct a single story
2,290 sq. ft. BB&T branch building. The subject application includes two drive thru lanes, one drive
thru ATM lane, and, other site improvements such as a dumpster and landscaping.
Since this existing site will be divided into two (2) parcels, the subject application will need a replat to
provide for two parcels. The applicant submitted a replat document that is being reviewed. Final
approval will be by the Village Council.
4. DEVELOPMENT REVIEW COMMITfEE (DRC)
The subject application was reviewed by the DRC members including Community Development, Law
Enforcement, Landscaping, Fire Safety, the Water department, Civil and Traffic Engineering.
Please see the following final DRC comments:
2
Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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ZONING REVIEW
Commercial REQUIRED BY CODE PROPOSED COMMENTS
Development in
C-2 District
Minimum Lot Size 30,952 sq.ft. In compliance
7,500 sq.ft.
Minimum Lot Width 75 ft. 121.89 ft. In compliance
Setbacks(C-2)
Front Yard 25 ft., except 4- and 5-story In compliance
buildings require an 92' Indicated on site plan
additional 5 feet for each drawing and table.
story above 50 ft.
Rear Yard In compliance
10 ft. however, none where 112' Indicated on site plan
property abuts railroad drawing and table.
right-of-way or spur track.
Side Yard -South 10 ft., except 20 ft. at any In compliance
intersecting street and 37' Indicated on site plan
where a property is drawing and table.
contiguous with any
noncommercial district.
Side Yard-North 10 ft., except 20 ft. at any In compliance
intersecting street and 18.21' Indicated on site plan
where a property is drawing and table.
contiguous with any
noncommercial district.
Lot Coverage Sec. 78-226: 10% In compliance
Max 40%
Building Height Sec 78-225(2): 1 story/23'6" In compliance
4 stories/50 ft.
Parking Sec. 78-705(6):
Financial institutions: One
space per 200 square feet Parl<ing provided:
of gross floor area, plus five 12 spaces
tandem waiting or loading 1 Handicap In compliance
spaces per drive-in lane. 15 Tandem spaces
Parking: 12 parking plus 1
ADA. 15 tandem waiting
spaces
Landscape Open Min 25% 31% In compliance
Space
Sidewalks Per Sec. 78-331 (h)(7): In compliance
Pedestrian walkways must S'
be a minimum of 5 ft wide,
parallel to roadways and a
min of 4' from edge of
roadway.
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Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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Access driveway 5ec. 78-703(b)(1): In compliance
*Dimension atstreet 15'
Minimum one way: 15 ft 26�
Minimum two way: 25 ft
Maximum: 35 ft
Screening/location Sec. 78-299:Not to be
of emergency located in any front yard; Mechanical equipment In compliance
generators,air not closer than 5 ft from rear screened by 6' brick wall
conditioners,pool or side property line.
equipment,and Screened from public view,
similar mechanical public streets and abutting
equipment properties.
Dumpster enclosure All dumpsters shall be Provided In compliance
screened from public view,
from public streets, and
from abutting properties
Fences on accessory
structures Sec.78-284
Signage
The application includes one (1) entry monument sign and three(3)wall signs which are in compliance with
Village's code. See rendering providing the following information: material, color, and lettering.
Development Phases
Infrastructure and building will be developed in one phase.
Comprehensive Plan
Per Division 2, Sec. 78-333 (18), subject application is consistent with the goals, objectives and other
provisions of the Comprehensive Plan. See Applicant's Statement of Use
Level of Service
Per Division2, Sec. 78-331, applicant provided a statement to indicate "how the proposed development
meets or exceeds Level of Service standards". See Applicant's Statement of Use.
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant provided agencies and approval statements. See attached
approval letters and Applicant's Statement of Use.
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.
4
Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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SEWER, DRAINAGE AND WATER REVIEW
Please see attached review letter from Spencer M. Schroeder, P.E. from Mock Roos &Associates.
LAW ENFORCEMENT REVIEW
Please see attached approval e-mail Chief Jim McGrew.
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.
5.FINAL REMARKS
This development application met the requirements set on Section 78-334 notice of hearing. The notice
of hearing was advertised on May 8, 2017.
The applicant would need to comply with the following as part of the site plan approval process:
1. Since this existing site will be divided into two (2) parcels,the subject application will need a replat
to provide for two parcels.The applicant submitted a replat document that is being reviewed. Final
approval will be by the Village Council.
2. The subject application includes an Easement Agreement between Branch Banl<ing and Trust
Company (BB&T) and DDR Southeast Tequesta, LLC. The subject document needs to be executed
by both parties as part of this application.
5
Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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EXISTING SITE CONDITIONS
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Department of Community Development-Staff Report-BB&T Bank SPR-1-17
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7
Department of Community Development-Staff Report—BB&T Bank SPR-1-17
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.M�MAHON McMAHON ASSOCIATES, INC.
2090I'alm Beach Lakes Boiilev�rd,Suite400
bVest PaLn Gead�,PL i:1409
� • • . � • . p 5G1-S40-S650 I f 561-540-3590
PRINCIPALS
Joecph W.NlcMahon,P.E.
Joseph J.DeSantis,P.E.,P"IOE
John S.DePalma
William T.Steffens
TECHNICAL MEMORANDUM �„,.�z �-���;���;<<;��,�'.E`;�To�
ASSOCIATES
lohn J.Vlitchcll,P.E.
TO: Nilsa Zacarias,AICP-Village of Tequesta ci„;.t�,�;i,t,�.w,n;,,,,s,��.e.
IZ.Trcnt Ebersole,P.E.
N[atthe�v A9.Kozsuch.P.L-.
CC: Natalia T.Lercari, P.E., LEED-McMahon Associates, Inc. ��r,�,��t��,ci,<<izk,r.e.,�Toe
��<�„,�.c�,<<,i>.F:.
FROM: R. Trent Ebersole,P.E. -McMahon Associates, Inc.
SUBJECT: BB&T Site 1—Traffic Review
McMahon Project No.M11172.09
DATE: Apri124,2017
McMahon Associates, Inc. (McMahon) has completed a review of the revised Site Plan for the BB&T -
Tequesta Bank, Site 1,with revisions dated Apri127, 2017.
Based on the review, McMahon finds that the applicant has addressed all previous comments regarding
traffic circulation and parking.
Sincerely,
�'• �,�,e,k,� �i�J��
R. Trent Ebersole,P.E.
Vice President& General Manager- Florida
RTE/amp
F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_09_BB&T\Admin\SitclMemoNZ050417.docx
Engineering � Planning � Design � Technology mcmahonassociates.com
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CONSULTING ENGINEERS
April 26, Zal�
Nilsa Zacarius,A[CP
Community Development Director
V i Il�ge af Tequesta
345 Tequesta Drive
Tequesta,F'L 33469
Ref.No.: B6034.03
Subject: BB&T Kedevelopment, Lot 1 —Site Plan Application iZesubmittal
Engineering Re��ie�v Comments
Dear Nilsa:
Mock•Roos has completed a re��ie�v of the"DRC Comment Response Letter"�nd supporting
information for the subject application, prepared by H&T Consultants(H&T),dated April 21,2017. Our
revic�v�vas limited to the"Drainage and Stornnvatec,""Water and Se�ver,"and "Level of Service
Statement" sections of the Statement of Use(prepared by I I&T), dle Conceptual Engineering Nlans
(prepared by H&T),"Storm Water Calculation"(preparecl by H&T},and the Boundaiy and Topographic
Survey(prepared by Altamas Surveying). Ouc comments are listed below,
1. It appeais that the majority af ow�previous comments t�ave been adec�uately addressed by the
submitted respatises.
2, Comment 3 fl�om the previous revie�;�was not addressed. I spoke with the appliclnt by telephone
regarding the possibifity of recording an easement for the drainage facilities after their ulti►nate
location �v�s confirmed in the field. 1-Io�vever, this convers�tion �vas not referencecl in the
response letter and the response for Comment 3 appears to bc rclated to a conu»cnt from the
review oFthe Application for Lot 2. It is suggested that recording of an easement permanently
identifying the drainage facilities be made a condition of the per►nit.
[f you l��ve�ny questio�is, please call me at 683-31 13, ettension 299,
Sincerely,
MOCK, ROOS &f\SSOCIATES, 1NC,
encer . cl�roecler, .E.
Senior Project Manager
SMS:je1�
\\F I LESE RVE R\Letters\teq u\66034.03\IODSssjh.docx
Mock,Roos&Associates,lnc.
----_____ _ --..._ _. _ ___ __— ---,._ _.
5720 Corporate Way,West Palm Beach,Florida 33407-2066,561-683-3113,www.MockRoos.com
Lance Lilly �
From: Nilsa Zacarias
Sent: Wednesday, May 10, 2017 3:53 PM
To: Lance Lilly
Subject: FW: BB &T Bank
From:James McGrew
Sent:Tuesday, March 07, 2017 9:54 AM
To: handtcon@bellsouth.net; Nilsa Zacarias<nzacarias@tequesta.org>
Cc:James McGrew<jmcgrew@tequesta.org>
Subject: BB &T Bank
With the information I was provided, in reference to the BB&T Bank remodel, I have to give the approval for the new
driveway.
Thank you,
Jim McGrew
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MEMORAIVDIJIVI
TO: Nilsa Zacaria, AICP
Lance Lilly
Department of Community Development
Village of Tequesta
FROM: Stephen J. Parker, ASLA
DATE: April 26, 2017
RE: BB&T, 101 North U.S. Highway 1
I have reviewed the revised landscape plans for BB&T, 101 North U.S. Highway 1 as
prepared by A&K Land Planning and Design, inc., dated 4/18/17, and find ail comments have
been addressed except for indicating the safe site triangles at drive intersections.
Please contact me with any questions.
Sincerely,
� /�� �
,
Stephen J. rk , ASLA
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Lance Lilly
From: Steve Parker <steve@pydg.com>
Sent: Tuesday, May 9, 2017 12:30 PM
To: Nilsa Zacarias
Cc: Lance Lilly; 'Greta Torrens'; 'francis dayao'
Subject: RE: BB&T Site 1 Notes
Hi Nilsa,
I have reviewed the revised plans and find them acceptable as submitted.
Regards,
Steve Parker,ASLA
-�,R;�; �� LA1�1I�S�AP�AR�IlTE+�Ti.�RE
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PA�1�;Y�iETTE ���,F������
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From:francis dayao [mailto:francisdayao@bellsouth.net]
Sent:Tuesday, May 9, 2017 9:07 AM
To: 'Steve Parker' <steve@pydg.com>
Cc: 'Nilsa Zacarias' <nzacarias@tequesta.org>; 'Lance Lilly' <Ililly@tequesta.org>; Greta Torrens
<greta.torrens@bellsouth.net>
Subject: RE: BB&T Site 1 Notes
Steve-we have the revised drawings and made the corrections based on your markups. Please let us know if these are
acceptable so we can proceed with production.
Thanks again for all your help.
Francis Dayao, P.E.
H &T Consultants, Inc.
9310 Old Kings Road South, Suite 1001
Jacksonville, Florida 32257
Phone: 904-419-1001
Fax: 904-419-1004
From: Steve Parker [mailto:steve@pydg.com]
Sent: Monday, May 08, 2017 6:02 PM
To: 'francis dayao'
�
Cc: 'Nilsa �aca�ia5; 'Lance Liliy'
Subject: FW: BB&T Site 1 Notes
Hi Francis,
Again, as per my comments on site 2,the drive ingress/egress locations would have 10'x 30' site visibility triangles. It
appears one Holly tree and one Jatropha need to be shifted on this site.
Regards,
Steve Parker,ASLA
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VILLAGE UF TEQ UESTA � DEPARTMENTAL USE ONLY ;
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Department of Community Development � Fee Paid: �
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„� .i45 Tequesta Drive � Intake Date: �
y� ' `,3 'I'cquesta,Florida 33469 ; �
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Ph:561-768-0451/ Fax:561-7C,8-0(98 � PROIECT#: � �
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�------------------------
APPLICATION FOR SITE PLAN REVIEW
DRC ❑
PLANNING & ZONING BOARD � Meeting Date: �
VILLAGE COUNCIL � Meeting Date:
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 rneets the third Thursday of every month at 5:30 p.m.,as needed in the Village Ha/l Council
Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board
shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning&Zoning eoard, applications
will be heard by the 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: ���T Redevelopment LOT 1
PROIECT ADDRESS: 101 N US HIGHWAY 1,TEQUESTA, FL
DESCRIPTION OF PROJECT: We proposed a re-development of an esistin� bank building and construct a ne�v prototypical
2,2)0 SF BB&T Bank branch building with attached clrive-lhrus a»el onsite parking to support the banking center.Proposed worlc
will include landscaping improvements.
Property Control Number(PCN), list additional on a separate sheet: 60-43-40 30-00-004-0031
Estimated project cost:
Property Owner(s) of Record: BB&T Branch Banking and Trust Company
Address: B�&T PROPERTI'TAX COMPLIANCF.C/O PO BOX 167 WINSTON SAI.F.M NC 27t02 0167
Phone No.: Fax No.: E-mail Address:
Applicant/Agent(if other than owner complete consent section on page 3):
Name: Doug Huesing
Address: 200 West Second Street (27101-4019) POBox 1255 Winston-Salem,NC 27102
Phone No.: 336- 733 2400 Fax No.: E-mail Address:
1
II. LAND USE&ZONING
A) ZONING DESIGNATION C-2 B) FUTURE LAND USE DESIGNATION COMMEKCIAL
C) Existing Use(s) COMMT',RCIAI.
D) Proposed Use(s), as applicable COMMERCIAL
III. ADIACENT PROPERTIES
; Name of Business/ ; Land Use � Zoning ; Existing Use(s) � Approved Use(s)
: Subdivision ; Designation ; Designation i �
-�-------------------------------------------------------------------------------------------------------�---------------------------------------�---------------------------------------
-------------------- � � � ;
NORTH ? Commenrcial/Retail C-2 Shopping Center
; � �
-----------------�------------------------------------' - ' - - ' ------------------------'- ------------------------
- T-----------------------------------;---------------------------------------- �
$OUTH � ? Cummcnrci�il/Retuil � C-� �ShuppinG Center(�'alcr���ny Rd)
-------------------r------------------------------------1------------------------------------r---------------------------�--------------------------------------�---------------------------------
EA$T (,oinmcnrcial/Retail C-2 ; Parl<ing Lot
�
� �
--------------------�-------------- -----+----------------------------------' ------------------------'---------------------------------------------------------------
WEST 3 t�[iaced use � M-U I Scrvice Station(US-l)
IV. APPLICANT'S STATEMENT OF 1USTIFICATION
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 development ordinances and regulations. The statement 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 Use-Site Plan Review for proposed BB&T Bank Branch.
2
V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT
Consent statement(to be completed if owner is using an agent)
I/we, the owners, hereby give consent to Doug Huesing to act 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.
Doug Huesing Doug Huesing
Owner's Name ( lease print) Applicant/Agent's Name (please print)
� ,
�
Owner's nature Applicant/ nt's Signature
05.01.2017 05.01.2017
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 Devefopment Review Committee(DRC). The Community Development Directar or designee
shall submit such application for departmental staff and consultant review within 30 days of receipt of a
completed application.
FEE: a$400.00 fee applies.
(3) Review by the Planning and Zoning Board.The Community Development Director or designee shall submit
such application for Planning and Zoning Board review within 45 days of receipt of a completed application.
FEE:a $300.00 fee(final approvalJ OR a $500.00 fee(recommendaTion to Village Council) applies
(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 appl'ication, including the recommendations of
the Planning and Zoning Board,for Village Council review.
FEE: a$300.00 fee plus an additional 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 applicatlon 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 o her public notice requirements are the responsibility of the
applicant.The fee shall be paid prior to pplication beii g cheduled for a public hearing requiring notice.
Owne gnature to Acknow ed
3
� VII.APPLICATION SUBMITfAL REQUIREMENTS AND REVIEW PROCESS
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(7) 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 (2) 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(IJ 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 � i
J
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'd Thursday of each month)
1
.
Village Council Meeting—final approval
(2�d Thursday of each month)
4
� VIII. 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.710 6 acres - 3 0, 952 SF
--------------—----------——----------—---—--------------—---;-----------------------------------------------—--
Total number of units(multi-family) ; NOT APPLICABLE
-------------------------—-------------------------------—------i-----------------—-------------------------------
Total square feet of each primary structure � 3, 008SF
-----------------------------------—-----------------------------�----------—--------—-----------------—-----—-—
Total square feet of accessory structures ; 156 SF DUMPSTER ENCLOSURE
---------------------------—---—--------—----------------------•------------------------------—-----------------—
Total footprint of each building in sq ft&% ; 3, o 0 8SF - 1 o o
-------------—------------------------------------------------—�-------------------—--------------—--—---—-----
Overali mean building height&number of stories � 23.5 ' 1 STORY BUILDING
---------------------------------------------------------�------------------------ ------------------ ---
Finished floor elevation for all structures ; ELEVATION 22.50'
--------------------------------------------------------------;--------------------------------------------
Total project density in units per acres,if applicable ; NOT APPLICABLE
------—--------------------—-----------------------------——--;�----------—-------------------------------—-----
Total proposed off-street parking spaces ; 13 SPACES INCLUDING 1 ADA SPACE
----------------------—-------—------------------------—--—-—;--—----------------------------------------—-----
Height and location of proposed fences and/or walls � 6 'SCREEN WALL DUMPSTER ENCLOSUR
-----------------------------------------------------------—-----'-----------------------—--————----------------
Proposed drive aisle width � 2 6 ' (TWO-WAY) , 16 ' (ONE-WAY �
—---------—-------------------------——------------------------�— ----—----------------------------—---——-----
Proposed sidewalk width ; 5 � AND 6 ' SIDEWALK WIDTHS
5
c. Provide site data and setbacks:
; Lot coverage � Impervious area ; Open space area
-—--------------—-------;---------—--------------—--�----------------------——--—�----------—-------------------
TOTALSQFT � 3, 008. 00 SF ; 21, 318.33 SF
j9, 633 .67 SF
-------------------------�---------------------------�- -----------------------•---------------------------
PERCENT(%)OF SITE ; 10 0 ; 6 9 0 � 31 0
� Front (WEST) � Side �NORTH) : Side (SOUTH) ; Rear �EAST)
--—-------------—-----------�---------------------�--------------—------�-----—-—-----------�--------------------
Primarystructure � 92 �� ; 10.0' ; 37•�� ; 112 .0'
_l�U�IL�DTN�_&_CANQPXI�----- -----------;----------- — ---�------- — - -----I-------------------
Accessory structure ; 2 3 3 .5� ; 11.0 � � 94.0 � � 5.5�
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) � 4 2 (5 0%) ; 4 2 (8 0 0)
------------------------------------------------�----------------------------�-------------------------
Number of shrubs(including percent native) ; 2 01 (5 0 0) I 86 S (99 0)
--- ----------------------------------------------�---------------------------�----------------------------
Amount of groundcover(including percent
native) � 0 SF (500) � 2, 896 SF (68%)
------------------------------------------------�-----,----------------------a----------------------------
Total percent of native vegetation ; 5 0 0 ; 82 0
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. All 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
, (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon
the use of the land, 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
t `
H & T CONSi:TLTANTS, INC.
Civil Engineering — Land Development
9310 Old Kings Road S, Suite 1001
Jacksonville, FL 32257
(904) 419-1001 Phone • (904) 419-1004 Fax
BRANCH BANKING & TRUST COMPANY - BB&T
Statement of Use — Site Plan Review Lot 1
Request•
Branch Banking &Trust Company(BB&T) as the property owner Branch Banking &Trust Company is
requesting approval of the following:
Site Plan application for Lot 1 - Re-devefopment of BB&T Branch Bank- 101 N. US Hiqhway 1
The subject existing Lot 1 site consists of a 2-story bank branch building (8,772 SF)with parking and
vehicle use area. The existing building has a bank branch on the first floor and office space on the second
floor.The existing facility has 26 parking spaces with two of the spaces ADA.The existing land use is
Financial and is an approved use within the C-2 Community Commercial District.
The bank proposes to demolish the existing 2 story building and site structures and construct a single
story 2,290 SF bank branch with 2 drive thru lanes and a drive thru ATM lane to consolidate the banking
operations on the site that is currently operating from both existing buildings. The proposed site plan
provides 13 parking spaces including 1 space ADA compliant. The land use is Commercial, C-2
Community Commercial Zoning District.
The site plan meets and provides the required lot size, lot width, lot coverage, yard setbacks building
height and landscape open space requirements of the C-2 zoning district. The existing site received
several approved landscape waivers as detail befow within the history section.We proposed to provide
the landscape setbacks and open space requirements and not utilize the prior approved landscape
waivers for Lot 1.
Parkinq Requirements Lot 1 (Re-development):
Proposed Use Lot 1 = Financial
Financial Use = 1 parking space per 200 SF of building
Financial–2,290 SF/200SF= 12 parking spaces
Proposed parking with site development= 13 parking spaces including 1 ADA parking spaces
Historv:
Propertv PCD and Leqal Description:
The subject tract of land with parcel control number 60-43-40-30-00-004-0031was platted as one tract of
land with a land area of 1.12 acres. The legal description is 30-43-40, W 401 FT of N 125 FT of GOV LT 4
LYG E of US Highway 1 (less TRGLE Corner US Highway 1 R/W)
Leaal Description:
PROPOSED LOT 1, TEQUESTA AT WATERWAY
A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY NO. 1, SECTION 30,
TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1,
BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, WITH THE NORTH LINE OF
SAID GOVERNMENT LOT 4; THENCE RUN S89d55'42"E, ALONG SAID NORTH LINE OF
GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE SOOd04'10"E, A DISTANCE OF
121.89 FEET TO THE NORTH RIGHT OF WAY LINE OF WATERWAY ROAD PER SAID OFFICIAL
RECORDS BOOK 1913, PAGE 1772; THENCE S89d54'38"W ALONG SAID NORTH RIGHT OF WAY
LINE, A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY
DESCRIBED IN OFFICIAL RECORDS BOOK 5994, PAGE 289, PUBLIC RECORDS OF PALM
BEACH COUNTY, FLORIDA; THENCE RUN N4Y01'45"W ALONG THE NORTHEASTERLY LINE OF
SAID RIGHT OF WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51.20 FEET TO THE EAST RIGHT
OF WAY LINE OF U.S. HIGHWAY NO. 1, BEING 51.00 FEET EAST OF THE CENTERLINE OF U.S.
HIGHWAY NO. 1; THENCE NO3d58'33"E ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF
85.34 FEET TO THE AFORESAID NORTH LINE OF GOVERNMENT LOT 4; THENCE S89d55'42"E
ALONG SAID NORTH LINE, A DISTANCE OF 9.02 FEET TO THE POINT OF BEGINNING.
CONTAINS 30,952 SQUARE FEET OR 0.7106 ACRES, MORE OR LESS.
Site Plan application for Lot 1 -Re-development of B68�T Branch Bank- 101 N. US Hiqhwav 1
A. The original owner to construct the 2 story building on the west portion of the property and the
subsequent second single story building on the eastern portion of the property was Community
Federal Savings and Loan Association.
B. The 2 story bank building was originally constructed as a single story building in 1960. The site
plan review for the subsequent second story to the existing building was approved by the Village
of Tequesta Council on May 13, 1980.
C. The landscape waivers granted for the property to Ordinance 377, section X (H) Landscape
General Requirements of the Tequesta Zoning Ordinance for the existing development facility are
the following.
1. Three trees are required along U.S. Highway One, 30' on center. Two clusters of three palms
were granted.
2. A 4' landscape strip is required along the north side of the building; 2.5' landscape strip along the
building was granted.
3. A 5' landscape strip is required along the north property line; No landscape strip along the north
property line was granted.
4. Along the north property line, 13 trees are required. No trees along the north property line was
granted
5. A hedge is required along the north property line, 24" overall. No hedge along the north property
line was granted.
6. A 15% Interior Landscape area is required; a 12% Interior Landscape Area was granted.
7. A minimum of 60% native plant material is required; 41% native plant material was granted.
Land Use/Zoninq Compatibilitv
The subject property has not significantly changed in several years. The surrounding commercial
developments were developed around the subject site and the compatibility of the subject site and the
surrounding community has not had any issues in the history of the site. The subject property has a future
` land use designation of Commercial and the zoning designation is C-2 Community Commercial District.
The redevelopment of the subject property proposes a use that is consistent with the intent of the C-2
Community Commercial district which is intended to locate a mix of goods and services that will serve the
community at large within proximity to U.S. Highway 1. The request is to redevelop the parcel with re-
platting the tract of BB&T owned property into two separate lots for a conso{idation of the existing banking
facilities onto Lot 1 with uses consistent with C-2 Community Commercial zoning and Land Use of
Commercial.
Surroundinq Uses:
Existing Zoning and Land Use Designations
EXISTING USE ZONING FUTURE LAND USE
SUBJECT SITE G2 COMMUNITY COMMERCIAL
PROPOSED LOT 1 AND LOT 2 COMMERCIAL
TO THE NORTH: C-2 COMMUNITY COMMERCIAL
EXISTING SHOPPING CENTER COMMERCIAL
TO THE SOUTH: C-2 COMMUNITY
EXISTING VILLAGE SQUARE COMMERCIAL COMMERCIAL/
SHOPPING CENTER RS—SINGLE FAMILY RESIDENTIAL
WATERWAY VILLAGE RESIDENTIAL
UNICORPORATED PBC
TO THE EAST: C-2 COMMUNITY COMMERCIAL
EXISTING SHOPPING CENTER COMMERCIAL
TO THE WEST:
MULTIPLE RETAIL/ M-U MIXED USE MIXED USE
COMMERCIAL BUSINESSES
PROPOSED SITE PLAN BB8�T Bank Branch -LOT 1:
SITE PLAN —LOT 1 Re-development of BB&T Branch Bank- 101 N. US Hiqhwav 1
TOTAL GROSS SITE AREA 30,952 SF—0.7106 ACRES
TOTAL NUMBER OF UNITS 1 UNIT
TOTAL SQUARE FEET OF BUILDING 3,008 SF (Bank Building 2,290 SF and
Attached Drive thru Canopy)
TOTAL SQAURE FEET OF ACCESSORY 156 SF (Dumpster Enclosure)
STRUCURES (Dumpster Enclosure)
TOTAL FOOTPRINT OF EACH BUILDING (Bank and Attached Drive Thru Canopy)
IN SQ FT AND % 3,008 SF— 10%
OVERALL MEAN BUILDING HEIGHT 23.5' - 1 STORY
AND NUMBER OF STORIES
FINISHED FLOOR ELELVATION OF ALL F.F. ELEVATION - 22.50'
STRUCURES
TOTAL PROJECT DENSITY IN UNITS NOT APPLICABLE
PER ACRES IF APPLICABLE
TOTAL PROPOSED OFF-STREET 13 PARKING SPACES INCLUDING 1
PARKING SPACES HANDICAP PARKING SPACE
HEIGHT AND LOCATION OF PROPOSED NONE PROPOSED
FENCES AND/OR WALLS
PROPOSED DRIVE AISLE WIDTH 26.0' (TWO WAY)AND 16.0' (ONE WAY)
PROPOSED SIDEWALK WIDTH 6.0' AND 5.0' SIDEWALK WIDTHS
PROPOSED SITE DATA AND SETBACKS:
SITE PLAN- LOT 1 Re-development of B68�T Branch Bank- 101 N. US Hiqhwav 1
LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA
TOTAL SQ FT 3,008 SF 21,318.33 SF 9,633.67 SF
PERCENT(%) OF SITE 10 % 69 % 31 %
FRONT SIDE SIDE REAR
BUILDING REQ PROV REQ PROV REQ PROV REQ PROV
SETBACKS
PRIMARY 25' 92.0' 10' 10' 20' 37' 0 112'
STRUCTURE
ACCESSORY
STRUCTURE 25' 233.5' 10' 11' 20' 94' 0' S.5'
(DUMPSTER)
FRONT(W) SIDE (N) SIDE (S) REAR (E)
LANDSCAPE REQ PROV REQ PROV REQ PROV REQ PROV
SETBACKS
PARKING 10' 26' 5' S.0' 10' 10' 5' 5'
- Concurrency:
The existing developed site is located within the Urban Services area of the Village and has all municipal
services available. The redevelopment of the site does not impose additional impacts on the municipal
services. A traffic analysis and statement was prepare by Pinder Troutman Consultants (PTC) for the
redevelopment of the bank owned parcel. As detailed the redevelopment request for Lot 1 is to demolish
the existing 2-story bank/office building and construct a new single story branch bank with drive thru on
Lot 1. The proposed land use for Lot 1 is Financial. Based on the existing and proposed uses for Lot 1,
PTC's calculations of trip generation for the of the existing financial and office use with the proposed
financial use resulted in a reduction of Daily, Am and PM peak hour trips for the existing Lot 1 and
proposed Lot 1 redevelopment. The requirements of the Performance Standards have been met, See
below summary.
Dailv Traffic Trip Generation Comparison
Existing Lot 1:
Existing Land Use: Financial/Office Total Daily Trips 438
Proposed Bank Branch - Lot 1
Lot 1 Land Use: Financial Total Daily Trips 180
Results in a reduction of 258 daily trips for the proposed redevelopment of the Lot 1
AM Peak Hour Traffic Trip Generation Comparison
Existing Lot 1:
Existing Land Use : Financial/Office AM Peak Hour Trips 40
Proposed Bank Branch— Lot 1
Lot 1 Land Use: Financial AM Peak Hour Trips 15
Results in a reduction of 25 AM Peak Hour trips for the proposed redevelopment of the parcel
PM Peak Hour Traffic Trip Generation Comparison
Existing Lot 1:
Existing Land Use: Financial/Office PM Peak Hour Trips 60
Proposed Lot 1 Branch Bank
Lot 1 Land Use: Financial PM Peak Hour Trips 30
Results in a reduction of 30 PM Peak Hour trips for the proposed redevelopment of the parcel
The reduction in Daily, AM peak Hour and PM Peak Hour trips for the requested redevelopment of Lot 1
provides that the proposed redeve{opment of Lot 1 to a smaller branch bank with the proposed land use
of Financial has no impact and meets The County and Village of Tequesta Traffic performance standards.
Drainaqe and Stormwater Manaqement:
Existing Site Drainage:
� The subject site and existing facility has an existing storm water management and collection drainage
system. The existing storm water management and collection system consists of underground exfiltration
and storm collection inlets and storm pipes interconnected within the asphalt pavement on the site for
existing Lot 1. The onsite drainage system connects to the existing drainage system within Lot 2 and
connects to the drainage system within the existing parking lot of the adjacent shopping center to the east
providing a runoff discharge location for the subject site. Per our review of the existing storm water and
drainage systems and documents the offsite drainage system of the adjacent shopping center discharges
east through a network of drainage systems ultimately discharging to the Intracoastal Waterway. The site
has an established legal positive outfall via on-site control structure and connection to the existing
drainage system of the adjacent shopping center to the south. The project will maintain a drainage
easement and connection agreement on Lot 2 for the redeveloped bank site Lot 1 to maintain the existing
drainage and outfall connection for Lot 1 as existing.
SITE PLAN —LOT 1 Re-development of BB&T Branch Bank— 101 U.S. Hiqhwav 1
With the redevelopment of Lot 1 consisting of demolition of the existing building and site infrastructure
and construction of a smaller branch bank building with attached drive thru, parking and vehicle use areas
a proposed underground storm water chamber system and drainage collection system will provide the
required storm water management treatment and storm event attenuation of the 25 year — 24 hour
meeting the Village of Tequesta level of service standard and SFWMD requirements. In addition, the
proposed redeveloped site plan reduces the amount of impervious surface on the subject site from
existing conditions. The site has an established legal positive outfall through the existing drainage system
within Lot 2 which is equipped with an on-site control structure and weir that connects to the existing
drainage system of the adjacent shopping center to the south. The project will maintain a drainage
easement and connection agreement on Lot Z for the redeveloped bank site Lot 1 to maintain the existing
drainage and outfall connection.
Water and Sewer:
Existing water and sanitary sewer services:
The subject site and existing facility has existing water and sanitary sewer services for the existing
building on Lot 1. The 2 story building on the west portion of the site has an existing 1" potable water
service from the existing water main on U.S. Highway 1 on the west side of the building. The irrigation
system for Lot 1 is supplied by the existing 1-1/2" irrigation service on Lot 2. The building also has an
existing 6" gravity sanitary sewer service on the south side of the building that connects to the existing
sanitary sewer manhole located within the Waterway Road right of way.
We received the Village of 7equesta Pubiic Utilities water availability confirming adequate capacity for the
proposed bank branch Lot 1 redevelopment, see letter attached.
We received the Loxahatchee River District sanitary sewer availability letter confirming adequate capacity
for the proposed redevelopment and confirmation that fees have been paid for the extent of 10.5
equivalent connections, see letter attached.
SITE PLAN—LOT 1 Re-development of BB8�T Branch Bank- 101 N. US Hiqhway 1
With the redevelopment of Lot 1 consisting of demolition the existing building and site infrastructure and
construction of a smaller branch bank building there will be no additional flow demand for the proposed
redevelopment for water and sanitary sewer service. The redevelopment project proposes to reuse the
existing water and sanitary sewer services to facilitate the proposed 2,290 SF branch bank with drive
thru. A proposed new 1-1/2" irrigation service will be added off of the existing Water main on U.S.
Highway 1 to provide irrigation service for the bank branch redevelopment on Lot 1. The existing 1"
potable water and 6" sanitary sewer services are adequate to provide the services required for the bank.
Any upgrades and or modifications that may be required to meet the utility standards and requirements
will be provided meeting the Village of Tequesta and Loxahatchee River District standards and
requirements.
- Landscape:
As mentioned prior in the project history of this narrative, site plan approvals and landscape waivers to
the landscape section of the code were previously approved by the Village Council for the entire subject
site.
The Redevelopment of Lot 1 proposes to provide code complaint landscape and greenspace with the
exception of a request to extend / modify one (1) of the existing granted landscape waivers identified
below:
The Previous landscape waivers granted for the property to Ordinance 377, section X (H) Landscape
General Requirements of the Tequesta Zoning Ordinance for the existing development facility are the
following.
1. Three trees are required along U.S. Highway One, 30' on center. Two clusters of three palms
were granted. (No Longer Required with Redeveloped Bank Branch Site Plan Lot 1)
2. A 4' Vandscape strip is required along the north side of the building; 2.5' landscape strip along the
building was granted. (Request granted landscape waiver modification of 2.5' landscape
strip to no landscape strip along north side of building at proposed drive thru)
3. A 5' landscape strip is required along the north property line; No landscape strip along the north
property line was granted. (Request extension of granted Landscape Waiver of No
landscape strip along north property line for Lot 2. However the proposed site plan Lot 1
provides a 5.0' landscape strip onsite and waiver no longer required for the Proposed
Bank Branch Site Plan — Lot 1)
4. Along the north property Vine, 13 trees are required. No trees afong the north property line was
granted (No Longer Required with Redeveloped Bank Branch Site Plan Lot 1)
5. A hedge is required along the north property line, 24" overall. No hedge along the north property
line was granted. (No Longer Required with Redeveloped Bank Branch Site Plan Lot 1)
6. A 15% Interior Landscape area is required; a 12% Interior Landscape Area was granted.
(No Longer Required with Redeveloped Bank Branch Site Plan Lot 1)
7. A minimum of 60% native plant material is required; 41% native plant material was granted.
(No Longer Required with Redeveloped Bank Branch Site Plan Lot 1)
Site Plan Lot 1 -Landscape Waiver Table:
PREVIOUSLY APPROVED WAIVERS REMAINING WAIVERS WAIVERS NOT REQUIRED
Three trees are required along U.S. Three trees are required along U.S.
Highway One, 30' on center. Two Highway One, 30' on center. Two
clusters of three palms clusters of three palms
A 4'landscape strip is required along the A 4' landscape strip is required along the
north side of the building; 2.5' landscape north side of the building; 2.5' landscape
strip along the building was granted strip along the building was granted.
(Request granted landscape waiver
modification of 2.5' landscape strip to no
landscape strip along north side of
building at proposed drive thru)
A 5'landscape strip is required along the A 5'landscape strip is required along the
north property line; No landscape strip north property line; No landscape strip
along the north property line was granted along the north property line was
granted. However the proposed site plan
Lot 1 provides a 5.0' landscape strip
onsite and waiver no longer required for
the Proposed Bank Branch Site Plan —
Lot 1)
Along the north property line, 13 trees Along the north property line, 13 trees
are required. No trees along the north are required. No trees along the north
property line was ranted property line was granted
A hedge is required along the north A hedge is required along the north
property line, 24" overall. No hedge property line, 24" overall. No hedge
alon the north propert line was ranted alon the north propert line was ranted
A 15% Interior Landscape area is A 15% Interior Landscape area is
required; a 12% Interior Landscape Area required; a 12% Interior Landscape Area
was granted. was granted.
A minimum of 60% native plant material A minimum of 60% native plant material
is required; 41% native plant material is required; 41% native plant material
was granted was granted.
Architecture:
The proposed architecture will continue to be consistent with the existing facility in terms of color, style
and materials. The new BB&T branch bank is 2,290 SF with attached drive thru and will be located at the
intersection of U.S. Highway 1 and Waterway Road. The Building has a tower that emphasizes the main
door and face the intersection of U.S. Highway 1 and Waterway Road. The exterior elevations are
symmetric in both sides of the intersection. The exterior material used in the building are Brick, EIFS,
aluminum store front system for windows and main door.
Parkinq:
Lot 1 is being re-developed to a single story branch bank with 2 drive thru lanes and 1 drive up ATM lane
and the code required parking for the proposed branch bank is 12 parking spaces. 13 parking spaces
have been provided which includes 1 ADA parking spaces meeting the code required parking
requirements. The required stacking for the drive thru meeting the Village codes and requirements has
been provided on the redeveloped site plan of the bank branch Lot 1.
Siqnaqe:
All signs will be submitted for approval under separate cover. Site and building signage will be in
conformance with the Village of Tequesta codes and requirements for Lot 1 redevelopment. Lot 1
illustrates the proposed Pylon Sign along U.S. Highway 1 approximately center of the site. The typical
signage for the proposed branch bank site and building on Lot 1 has been depicted on the proposed
architectural elevations and signage information attached to the narrative.
Addressinq:
With the proposed subdividing the existing parcel into two separate Lots. The following address is for the
BB& Branch Bank(Lot 1).
Lot 1 - BB&T Branch Bank— 101 N. U.S. Highway 1
Emerqencv Access:
The proposed redevelopment site plan for the bank branch Lot 1 provides the required emergency access
and circulation through the site. The proposed fire lane bisects the site and has been approved by the
Village of Tequesta Fire Chief. The fire lane is proposed to have signage per NFPA and the Village of
Tequesta requirements.
Environmental:
Dynatech Engineering performed an Environmental Phase I investigation and pursuant to our field
investigation, record review, meetings and discussion with various county and private personnel, the
following is a summary of potential environmental concerns encountered at the subject site at the time of
our inspection.
A. Hazardous Substances : None Observed
B. P.C.B.'s : None Observed
C. Petroleum Products : None Observed
D. Solid Waste : None Observed.
E. Pesticides : None Observed.
' According to the Palm Beach County Property Appraisers Office the subject property is described
as: Parcel Control No. 60-43-40-30-00-004-0031 (101 North US Highway 1, Tequesta, FL)
The subject property consisted of vacant, undeveloped land until the mid1960's, when the subject two-
story office building was constructed on the west section of the site. In 1985, an additional one-story office
building was constructed on the east section of the site. The subject buildings have always been used for
professional office purposes since their construction and are presently occupied by BB&T BANK (two-
story building) and professional offices (one-story building).
During our site inspection, no signs of hazardous substances use, handling, manufacturing or storage
were evident.
Abutting/adjacent/contiguous properties were also investigated to the extent accessible from the public
right of way. Based on our visual and physical site inspection and environmental records reviews, these
properties do not presently pose an environmental concern due to their distance from the subject site at
the time of our inspection. A radius map report (approximate minimum search distance) is included in the
appendices.
Off-site properties records within '/2 mile of the subject site were reviewed and do not presently pose an
environmental concern due to their distance from the subject site at the time of our inspection. A radius
map report(approximate minimum search distance) is included in the appendices.
Based on the above findings, it is the opinion of DYNATECH ENGINEERING CORPORATION that the
subject property revealed no evidence of Recognized Environmental Conditions (REC's), during our site
inspection. Therefore, no further assessment is warranted at this time.
Statement of Compliance with the Comprehensive Plan 8�Concurrencv Requirements:
As stated previously in the narrative Property Re-Plat to create Two (2) separate Lots for redevelopment.
BB&T Bank is proposing a site plan for subdivided parcel and redevelopment of Lot 1 and Lot 2.
The redeveloped bank branch Lot 1 is consistent with the Village of Tequesta's Comprehensive Plan:
Obiective: 1.3.0 Prohibit land uses which are inconsistent with the communitv's character and future /and
uses
Lot 1 is within compliance of the land uses and future land uses that are consistent with the community's
character.
Policy� 1 3 6 Repuire adepuate parkinp suitablv arranped and attractivelv landscaped in a/l
develoements.
The redevelopment Lot 1 bank branch has provided the required parking spaces. The proposed
redeveloped Lot 1 bank branch is in compliance with the Land Development Regulations.
Policv� 1 3 7 Commercial developments shall be developed in a manner that will compatibly serve
the communitv's needs bv restrictinq their location to those areas indicated on the Future Land Use
Map.
The proposed Lot 1 bank branch redevelopment is compatible to serve the community needs and is in
compliance with the Future Land Use map.
Policv� 1 3 10 Repuire parkinp areas that are penerous/y landscaped and appropriate/v liqhted
by imp/ementinp provisions within the Zoninq Ordinance.
The proposed redevelopment Lot 1 bank branch has provided that the proposed parking areas are
landscaped and lighted per the zoning ordinance.
Policy: 1. 3.12 as part of the Site Plan Review process, compatibilifv with adiacent land uses shall be
demonstrated. Compatibility is defined as consistency with the Future Land Use Map and comp/iance
with Villaqe land development requlations.
The proposed redevelopment Lot 1 bank branch is compatible with the adjacent land uses and is
consistent with the Future Land Use map and the Village land development regulations.
Policv� 1 5 2 The Villaqe shall ensure that public facilities and services meet adopted leve/s of service,
and are provided concurrent with deve/opment impacts.
The redevelopment Lot 1 Bank Branch is further consistent with the Comprehensive plan as well as the
concurrency requirements in that it is located within the service area of the Village and has all the
municipal services existing and or available including water, sewer, electrical, power and their utilities.
The project is within the service area of the Village of Tequesta's police and fire rescue service.
Furthermore the proposed redevelopment of the site reduces the impact on services currently existing for
the facilities.
Policv: 1.5.6 Provide for drainape and storm water manapement, open space, and safe and
convenient parkinca and on site traffic flow bv applyinp the site plan review repuirements of the current
land deve/opment requlations within the Villag�e.
The proposed redevelopment of the Lot 1 bank branch site and prior site plan and landscape waiver
approvals for the site has provided or exist for drainage and storm water systems, open space and safe
and convenient parking and site circulation with the proposed site plan Bank Branch Lot 1 and is in
compliance with the current land development reguiations.
Level of Services Statements:
Per Division 2. Site Plan Review. Section 78-331 — Required; development standards required facilities
and infrastructure, the subject site plan review application for Branch Banking & Trust Company Lot 1
meets or exceeds the following level of service standards for the Village of Tequesta:
(1) Traffic (Roads and Riqht of Wavs)
�----_�_________.._._.___._
_... __.______. ._._____----.__------.---.�..._...—_..__----.�.._...____�_.____.___...__.__-_----.--.__..._
Roadway Type (LOS)Standard (LOS) Peak � ` �
rM_�._ __—v__�. __a._._.._....__�_____
Collector* C D, *Except Country Club Drive and Seabrook_Road which are C M'�
r----- .�_ _�_..__..___ _.__._..___.._..______
Urbanminorarterials C � �� D �__..__._....________._ __—__�
r-' ----�- ------------ -.__._....___-.-���_.__��..
Principal arterials C D � � � ��
A traffic analysis and statement was prepare by Pinder Troutman Consultants (PTC) for the re- -
development of the bank owned parcel. As detailed the redevelopment request for Lot 1 is to demolish
the existing 2-story bank/office (8,772 SF) building and construct a new single story branch bank with
drive thru on Lot 1. The Bank proposes to build a new single story (2,290 SF) branch bank with drive thru
on Lot 1 to consolidate bank operations. The proposed land use for Lot 1 is Financial. Based on the
existing and proposed uses for Lot 1, PTC's calculations of trip generation of the existing financial and
office use with the proposed financial use is not projected to generate any additional daily or peak hour
trips above the existing development. Therefore the requirements of the Traffic Performance Standards
have been met.
Existing Bank/Office Use—438 Trips
Proposed Bank Use- 180 Trips
(2) Sanitarv sewer:A centra/wastewater leve/ of service standard of 108 gallons per capita per
day is hereby adopted, and shall be used as the basis of estimating the availability of
capacity and demand generated by a proposed development project.
The proposed 2,290 SF Branch Bank Lot 1 is estimated to have an average daily flow of 400 gallons per
day sanitary sewer flow, and shall be used as the basis of estimating the availability of capacity and
demand generated by a proposed development project.
The site is located within the service area of Loxahatchee River Environmental Control District (LRECD).
Wastewater service for the proposed project will be provided by LRECD and the site currently has
existing individual sanitary sewer service connections to the LRECD system. Specifically, there is 8"
gravity sewer line along the north side of Waterway Road right of way adjacent to the site's south property
line. There is an existing 6" gravity sewer service onsite that will be modified and reused for the
redevelopment of the branch bank Lot 1. According to LRECD the site has a reserved capacity of 10.5
equivalent connections and the proposed redevelopment will not exceed the existing capacity. Therefore
the proposed development will not exceed the level of service standard of 108 gallons per capita per day.
(3) Drainaqe: A pub/ic drainage facilities level of service standard of a 25-year frequency, 24-
hour duration storm event is hereby adopted, and shall be used as the basis of
estimating the avai/ability of capacity and demand generated by a proposed
development project. As a general drainage requirement, each proposed project and/or
site must maintain 95 percent of all storm water runoff on-site.
The proposed Bank branch redevelopment Lot 1 will be designed to meet the adopted level of service
standards prescribed by the Village of Tequesta and South Florida Water Management District. The site
has an established legal positive outfall via on-site control structure and connection to the existing
drainage system of the adjacent shopping center to the south. The project will maintain a drainage
easement and connection agreement on Lot 2 for the redeveloped ban�C site Lot 1 to maintain the existing
drainage and outfall connection. The drainage facilities have been designed to retain the storm water
runoff for the 25-year, 24 hour duration storm onsite. Therefore the proposed storm water management
system for the development will meet the level of service standard of retention of 95 percent of the 25-
year, 24 hour duration storm event storm water runoff on-site. See storm water calculations and plans
attached.
(4) Potable Water: The following potab/e water level of service standards are hereby
adopted and shall be used as the basis for estimating the availability of facility
capacity and demand generated by a proposed development project:
a. Average day water consumption rate:
Residential 175 gallons/capita/day
b. Maximum day water consumption (including irrigationJ:
�-..—__.__--.__.__�_-------------.--
^. �______-.---------_.._._____.____..---.----._......___..___--..--------------___.
Residential 180 gallons/capita/day�—� !�� �
r---- �__._ �.�.__. —_____.__�
Nonresidentiai* 3,030 gallons/acre/day I
_ ._...__.___.__..._....._-_------------ -- - _..�._._.�---- --- -----______-----------._._._._._._._...... ..__._.___.___J
The proposed 2,290 SF Branch Bank Lot 1 is estimated to have an average daily flow of 400 gallons per
day potable water flow and 4,000 GPD- 2 to 3 times per week for irrigation flow and shall be used as the
basis of estimating the availability of capacity and demand generated by a proposed development project.
The site is located within the potable water service area of Tequesta Water Utilities. Potable Water
service for the proposed project will be provided by Tequesta Water Utilities. The project will utilize the
existing 1" potable water service and install a new 1-1/2" irrigation water service connected to the existing
water main along the east side of U.S. Highway 1. The proposed development will not exceed the level of
service standard of 3,030 gallons per capita per day.
(5) Recreation level of Seroice Standards table
The property is non-residential and an existing commercial banking and office facility with no
recreation onsite. The redevelopment of the site is for non-residential branch banking and
commercial uses and will not impact the Village's recreational level of service standards.
(6) Pedestrian walkways. All development and/or major redevelopment must provide a minimum
five foot wide continuous path of trave/for pedestrians (sidewalks). Sidewalks shall be parallel to
all roadway surfaces and be at least four feet from the edge of the roadway pavement. All
sidewalk improvements shal/ be installed and maintained by the adjacent property owner.
Location, set back, width and materia/shall be approved by the village.
' A 5' concrete sidewalk has been extended and provided along Waterway Road curb line adjacent
to the Lot 1 of the redevelopment. There is also an existing concrete sidewalk along the subject
property on U.S. Highway 1 that is scheduled to for improvements. The proposed U.S. Highway 1
sidewalk improvements have been reflected on the proposed bank branch site plan Lot 1.
Sidewalks on the interior of the proposed bank branch redevelopment Lot 1 are 5' and 6' in width.
A proposed Pedestrian sidewalk connection from the redeveloped bank branch Lot 1 to the
existing sidewalk along Waterway drive has been provided on the site plan.
(7) Fire Flow Requirements All deve/opment and/or major redevelopment must provide the
necessary infrastructure improvements for fire suppression, including adequate fire hydrant
p/acement, to meet the development's fire flow requirements in accordance with NFPA#1,
Uniform Fire Code, and Florida edition.
As part of the site design, a new fire hydrant is proposed to be added to meet State and Local
Fire Codes along the subject redevelopment bank branch Lot 1at the entrance driveway on
Waterway Road. The site as designed will meet the development's fire flow requirements in
accordance with NFPA#1, Uniform Fire Code, and Florida edition.
(8) The development shall project for the reservation and preservation of the existing and future
rights-of-way as may be determined by the Village and in conformance with the county and
Village right-of-way protection plan.
The redevelopment bank branch Lot 1 site plan provides the reservation and preservation of the
existing and future rights-of-way per the County and the Village of Tequesta requirements and
plans.
(9) Site plans shall be required which incorporate innovative urban, architectural, and/or engineering
design of impervious areas (e.g., parking lots) to maximize the retention of rainfall to these areas
which will increase the recharge of groundwater while reducing storm water runoff.
The proposed redeveloped site plan for the bank branch Lot 1 provides greater pervious surface
area than the existing developed site and the proposed storm water drainage system collects the
entirety of the proposed impervious areas and provides soil percolation of the storm water up to
and including the 25 year—24 hour storm event to recharge the groundwater. The proposed site
plan will not have any offsite storm water discharge up to and including the 25 year — 24 hour
storm event.
(10)All new developments sha/l be required to limit post-deve/opment surface water runoff rates and
volumes to predevelopment conditions.
The proposed site plan bank branch Lot 1 is not a new development but a redevelopment of an
existing developed site. However the site plan will provide the storm water retention of the storm
water runoff of all storm events up to and including the 25 year — 24 hour storm event. The
proposed site plan will not have any offsite storm water discharge up to and including the 25 year
' —24 hour storm event. The proposed bank branch site plan Lot 1 is in compliance with the Village
of Tequesta predevelopment versus post development runoff rates.
(11)All proposed new deve/opment and major redeve/opment, as part of the site plan review
and subdivision review process, shall submit a drainage%nvironmenta/ statement describing
how the proposed deve/opment will affect the estuarine water quality of the c/ass III waters of the
village, and also an environmental impact assessment study prepared by a qualified
eco/ogist or other professiona/ qualified to do such an assessment. The study shall meet the
requirements of chapter 50, article ll, pertaining to environmentally sensitive lands.
The subject site Lot 1 is currently developed and is covered by approximately 85-90% impervious
surface. A detailed site assessment has not been conducted, but based on the current status of
the site it appears to be unnecessary to do so. No wetlands, scrub, or other natural habitats
appear to occur on the site. All or nearly all non-impervious area of the site appears to consist of
maintained lawn and landscape. It is therefore unlikely that any listed species utilize the site.
The proposed redevelopment Lot 1 bank branch will include a storm water management system,
and this system will be permitted by SFWMD. Upon issuance of the SFWMD permit, the project
will meet state water quality standards, and therefore will have no effect on the area's water
quality.
Permittinq:
All pertinent permits will be concurrently sought from the applicable county, state, and federal agencies.
Only preliminary conversations have occurred at time of site plan submittal. Most permitting will occur
upon site plan approval or during construction documentation stage of development.
� � •
� � �
Branch Banking and Trust Company
Legal Department
200 West Second Street(27101-4019)
PO Box 1255
Winston-Salem,NC 27102-1255
October 19,2016
RE: 101 North US Highway One,Tequesta,FL 33469
To Whom It May Concern:
Please be advised that C.B. Richa.rd Ellis, Inc. ("CBRE") acts as Owner's Representative and
Agent of Branch Banking a.nd Trust Compa.ny in real estate developrnent matters, and as suoh
Doug Huesing of CBRE is authorized to execute any applications and other documentation
required for permitting, zoning and similar real estate related matters on behalf of Branch
Banking and Trust Company, as owner. This authority eatends specificaily to execution of the
aforesaid documenta.tion with respect to property located at 101 North US Highway One,
Tequesta,FL 33469.
Piease contact me at(335)733-2400 if you have any questions or need additional information.
Sincerely
�� . �
Katrin D.Ramey
Assistant Corporate Secretary
Branch Banking and Trust Company
STATE OF NORTH CAROLINA
COUNTY OF FORSYTH
I, a Notary Public of Forsyth Caunty, North Carolina, certify that Katrina D. Ramey
appeared before me this day and acknowledged the execution of the foregoing instrument in her
capacity as Assistant Corporate 5ecretarv of Brauch Banking and Trust Company, a North
Carolina banking corporation.
Wifiess my hand and official stamp or seal,the �`!���day of�ctober,2016.
(Official Seal} p�'�'� �,����s
Official Signature of Notcrty
,�u�iE oRE�.�.Ar��
NOTARY PUBLIC ������ ��4�s���,►"�,�1a ,Notary Public
FORSYTH COUNTY Natary's printed or typed name
STATE OF NORTH CAROLINA
My commission expires: r� j y���°G�
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�ron�r� Bo�ner, Timothy <Timothy.Bonn�rC�i�!.co�r>
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Flori�� Pawer and Light will pr�v+t�e elec:trical sPn,�ice to 101 N US Nrvy 1 anci 2i)1,1,'ater:vay Rd in TequeSta, f'lorida
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1C�0 S L�el��w�ar�E� E31vd, Ju�iter 3345�3
C?fiice: (5ti1} 575-6319
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Sent: Fri�ay, �=2�r�.EGr��� r'I; 20'7 �1;�� a�,l
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I just wante�i to folio�v up on the request below r�egariiin�� a lett�r(or e���ail iieasizrl khat states FP&L tivill provic�e
�le;:t�ricai service at 101 N U.S. H'��4'Y l, TeGu�sta, FL 3i4f�9, ��'e�viil be sut�n�ittir��for Site Pl�n approval very so�n and
��:•ilf need this FP&L letter (���r fvr�7�al �r1��i11. FPR��. i� curreritly pro��idir�g electricai pov��er to il�e existin� B�&T�hank tt���t
4vil! be dernolist�ed and replac�d �+;�ith a new E�E3&T bank This is a re��uirernert rr�orn t}�? Village of Tequesta that �v� hava
to meet
Thank y�ou in advance.
Franci� Dayao, P.E.
H �C T Cor�sultants, Inc.
�?31U Old Kin�s Roarf South, Su:te 1�0"i
1a;:�ksonviile, Florida 31.257
Pn�ne: 90�1 �19 1001
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_ -orami._�u��r,;��t,a E' Pro�eci Coord:na;or I!-`��-ar:�-p;v�s or.
.�.i E.�t:,. Cprurt,;,�t.,, SY-_�:e 3Gca�rsky i"ecnnicz!�ss:s:a;-��I!.rra!riC�?i�nS��n
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Mission: � Rick Scot#
Governoi
To protect,promote&improve the health
ofall people in Florida through integrated ��� � Cel�sYe P(iifi�y, MD,MPH
SlBf?.QOUnty R rpmrr�lJlllty�ff,prte ���TM �
i 'state Swrgeon Genera�
Vision:To be the Healthiest State in the Nation
January 11, 2017
Lee Thompson
Vice President
H & T Consultants, Inc.
J310 Old Kings Road South, Suite �00'1
Jacksonville, Florida 32257
handtcolr��t�ells�uth.net
-- — �- ------
Ref: Attached Plans– BB&T Tequesta-Lot 1
Dear Mr. Thompson:
We have reviewed the attached plans referencing BB&T Tequesta-Lot 1 and the project is exempt
from a general permit per F.A.0 62-655.520, and 62-604.600(2)(b) as well as Palm Beach County
Environmental Control Rule I I. Projects whrch propose installation of onsite water c�istrib�ation
systems consisting of more fihan 100 feet of two inch or larger pipe or fire mains with private fire
hydrants.
Should you have any questions, please call rne at (561) 837-5958.
Sincerely,
P����_
/ �
H.J. Hardman, P.E.
Plan Review and Permits
Environmental Public Health
Florida Department of He�fth
Palm Beach County.Division of Environmental Public Health � Accredited Health Department
r.0.Bux 29,oG0 Cierriatis Sireei.b�iesi Paliri 6e�fch.FL 334"v2
I=i�;�lic Nc.�alth�ccrt�c�;tation Board
PHONE:561-837 5900 FAX: 561-837-5294
FloridaHealth.gov, �lF�ealthpalmF�each.org �
(,°e/1tL'/1111f1I
FDOT
,�>>�«�,�y; ,.
t�,l,cl��itl.rr I��p�r�t�nic��lt r�f'1 j�citr�,s�l���rtrrtir�ii
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t;t7a�RVUCl Fm�t Laudrraialv,3'L. .i33iszi 4Pl IYI'i 0IY1
October 27,2016
- -__-__-- _--------- ------------------------ --- . _
�----�------ THiS �RF-�PP�ICATlON LETTER IS V.��17 UN7(L -October�7, 2017 �
; ,
THIS�ETTER IS NOT A PE��1(T APPRJVAL '
>�?Th�rr�pson
�I&T Consultants inc
93�J 01d Kin s Roa�. Su:fe 1GG i
��aQ�onville �L 32257
Ci���!ee Thompson
R�� OcCober�1,Zt316 ��re-app��;ea:����:�fie�k+m�€+�����tegory B Clrive�vay
Pafrn�eaeh Counrv-C�(v���;;�'�t;µt�f Te��ues4�� 61rbaET, SR 5; Sec �93G�1�; h1P_ t�f Ei2t�
Acr.�ss Class-05 � Pcst�r�ti�p�e�:'-4�i��!} S�S-hI: Ref Prc�erot F�4 4287�8?
Request: ftight�aut anly drav�Gva}ar�Sk�S�US t loeated approximately i10'narth of v�laterway Rd�
------ ----------------....______.__.__..___._.______.
SlTE SPECIFIC 1!r'�OR!�ATlON
Gr-�jeCt N,3n°e�P;ctcSr��55 BB&T Bsanch Bank•10i N US 1
�opli�.ant'Pr��perty i�vsi�er �r;�nch Banking&Trust Co.
Parr.e9 S�:e 4.��cres t4fa� 5cr,ftl�rouosed LU ?,300 S.F.Bank wif;�(7rive-T�ro�
�E,�f��'RQVE YOUR REQCJEST
�fh,s�ecision is base��i cn yo�r preset�f�3� � �f�i�E:tat.fa s�Ca pla��and surve •please see (�e coriditios�s�n.�ca�nn�enf4�r:�.e> �' nF�y<
chcose to reviEw thrs cor�cept fU t�t<< 4.�f�'t,t?�ilSihC���vt;�",�S;i M�nage�r�en!�BViBYti CUfTIt"it18�;i-,d��V}
��I1dit10t1S;
A rninimum driveway length�f 25 feet,as nrea���r�d from the uitimake right-af�way line t�the first c�nflict{sQFr�f sh��f�e
prn��ided. if a guard gate is instail�d��n'sriin�u�n�dritiEeway length ofi 100 feet is required.
- The propased driveway shail b��harr�F�Eizes�ia discnurage wrong way driving.
�� Recorded cross access agreem�nt vriti,t(ae ad}�+:e��t p��uperty to the north(Shopping Centerj shai!be prs�vsde��E�����tugtbe��
Permit.
- �onrdin�tion with Fht 428718.1 tivi8i be needed at the t'rme of Perr�6t.
�n�tr�ents:
• �r�,nage mitigat�on�s req�:red far a�ly�r,-�pacts�vithfn FDOT righl-of•�vay(�e �r,t:reaseC runo�f or red;;ct:or of exi;l�r��stE�rac�e}.A Sta��m
�r'�1a?er Poliut+on Prevent�n Plan musi�e subrn�;ted with th�appl«ation far rriore than one acre of disturbed area as def4ned�y Ihe Florida
C�apartment of Envi�onmental Protec!,o^�(F�EPi
• T}ie a�plica���sh�ll donate the right of-�v��y T^fhe De�,art�tient if rrght-of-way tledir,aiiorr�s required le imp[emen.r fhe im��rc�ve��ents
• A?!drive�r�ays no(approve�in fi}�s iatter���.�st be fui!}�removed and ti:e area;2siared
• C?irnensions be!4veen driveways are me�suren(�om tne��ear etlge of pa+«men+t�nea�e�ye of pavemer.r ard for mr;���t,, ��y�:;.;,;�,;are
�neasured from cen�erhr;�to centerE�ne u��IP55 QfhE!�wtSP.4f4�IC8t2d
'fh� p��rpose of th�s Pre-R�7�i�C2fi��r tetC�� �S °J Q�3CUfi�E1?! th� concep�lJc7) (@�Fl�`S'1 Oi th2 dDPrOXiiitatE iGC�(I�� OE �(ii'�.';<<u':r(S1 fu (;FE titdr8
��ic�htivay systerr�ai�d to n�i�requr,ed i���r��ven�e�ts i�a��y This lefter shail be subm:tted vritn any fur,iter�evi�v,�s a:3�ft3���er;�;i��i�i� Th�A
�'_r.(ydllrnan!'s personnel Shdli ,'EVif?;'. (3�3;1;if. �I�!Z3 f�r �011?�h�f1C� �Vl�11 �fllc I8tk2f aS Y18,I as currell ltE�7d��f1'Gf;` St�"�'�r3!'f�5 r3!"t�f�f
s.>ec�fications Final�Jesign �nusf c,or�si�e �I r ex�sC 7i;��a��va�prof!e�rrJ an!in��=�cts t� Ihe NxiGtin�drar,�age systers•� Nate,tE�is {e�ter
cio�s not guarantee permit approva;. ?'hr p„rr;�` m�;•b��ier�,ed based or inY�evieav o�the su.,rniti�r en�ineerint;N�ar,s Be a�v�r�(hat
any appro�reci median o�enl���s m�y ze;;,��iG�d{:,r r�3•���r��,,�n the future,t�t the�ole disc-ret�nn of tl�ye 02parlrne��t.For,��jh�.�3f�r.vay de��i�a?'iu!�
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,���,
i ap;:�re::iat� �/ou callin� me back. Here i� 'tne �lar ihai sno�v�tn� �ro;Go��� dunipster p�ds (circl�dj at�ach loca�ior�,
?i2�c� ;�VI�\;;% and let me !�no�,�i if�h2 pro�osed 'fo�a�.ions a': _�CC�C���.ii2 c=T�f l�r�aC12UVc�lYl�1i�� 7YOYlL-C'YlG IO��IfI�
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���1� ��C� KI�gS RDdC'1 SOU[fl, SUIlP, lUl)1
Jacksonville Ftorida 32257
Phone: 904 419 1001
Fax: 904-419 l;)04
ReGyCl1�1C� {S � good thir�g. Piease recycle ar�y prirlted emails.
1
fa-����is ciay�o
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Geo 6or�nie Fir�ner�i�; Air�ancl� �I�;qf7es
Su�ject: I 13&I f��ni< I;edeveloprnent - �0:'�_ U.�. HigP�waY -- I equest�+, FL «! �(� VVatenN�.ay Rozci
This is in respoi�se ko you�r re��aest i�r ir�farn;atic�ri ;�I�aut vvhich p��s�litS#rGiYY l:;�e i�e�ari:ment af R�,;vir�r�rr7�nt�{ Resa��rc;es E�/�I��nagr.n;�e�� ��ry�2; ,n�iil i��c yec�uir�c�
ta redevel�C:�the �yroperc��.T�1c s+t� ,s i�c�re�i ��vithir� ifie-:a,n�f� �f,;�q�Rest� �,�;c! P}<��; kJeen ��rev;�;E,si�, c�eE,�lop�eci. The c>re€y ;a��;�lPc�,�s6e ���p;l�,�i���a, ;rrBjc3ic,�Y7c�r�t�a PJ�;
E�IVi,�h�i is j�.9risdictior��i ��vit&��in r����r�ici��4 i�o�At7d�ri�s i��he 'UV'ellisetld C�rr�i.2c:�,t,e� +;;c;c,��� (ULI��rar�.. �:_=E�e!3). l-his �rop��r:�� o�, ��0��7_ R��e_��e�i ��vit-c�i��p � °uVe�lfs�=ir,�
Protecti�n L��r��, il�erefor�, nc, Vilellfi��c� �per��i:ir��; ��<�rmi�e will ��� r���sir��c�.
�°obert Kr�au:�
Senior Site,�lanner
Departmen.t of�nvironrrrenial F;esr�i,;�ces Mcrnager��ent
Palrn f3each Count�•, FL
56�-ZJJ-L��.F'7
Uncler Fiorida law, e-mail �adr�sses �re F��;bfic recorcl�-��. I�f you cio not�rv��n�y��ur t-:-�r,�ii ddc�r��s rele�;ye�l ii� response Yo <�� pi,i��lic r�:,cord� i-��;�L.iF�si, c�o r��c�t t��nd
electronic m�il to i:'nis enfity. en�t�ac�, co�7icaci tliis oifice u�i pl-�a��r or ir� �n�ri�ir��c�
francis d�yac�
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SR�faje�t: Rt� BBQ<.T B�n!< Red�velo;om2nt - 101 l l.S. ;,i�n���:�ay �iequesta, FI 8t 7_0 �rVaterv�.;ay Roa�._a
Lee,
�!o type of perm�t ����io�!Ici b� ra;��ii,ed frorr� PS�: �n��i�c�nmental �ept. fo,�il li��Y:l�?'�L II�;;+;of the lanclsc�p� mat�ri�,l
}J�c�II�E'_� c�t���< i (lp2�l=���� ��� Y����IOV2CL ��c"1�2 COOfC�i(1c�tE' NJIt{"1 PB�. � ' �� rr. �
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��`fice ��x: 56:-��.�-%�!-"i4-
rr;od�h✓in@oP3cgov.org
-----�Yloifl�� �/�?SS�¢�-----
�
Fro:r�: :;amarin� Pi.��c�
Sent: Tue�cfa+/;�2r��iarti� 10, %0"�7 3;18 P��,1
To: fVlarl, Godv��,in <i:�Go�����in�j�bcgov,org>; Ro.b�r�t Krau� <�Kra���@pbcgo�✓,cr�>
Sui�jec��: FW: a��:l�>»s�k �2de��Eic�n�en�c- 1G1 �J,S. i-l;ohUva�;i � �T�c�t�i���la, �L�:?�1��J�������s�vGy R�ad
!r��,�oa�iat�ce: Fiig'r�
!s t1�is Fo'r one of y�u guys?
-----C�ri�in�l Nless�ge-----
+=rom; S�manth� ��oi-;
�ent: Tues�l�y,.l�n�i�r�,; �G, ?���;7 3:0% P�•a/1
To: 5amantn�� Pti::c� <S;U�c;c���go;.�,org>
�ubject: �=�iV: BB&T i3��ra�: �2�I���eloprn2nG - 3.Ot i_!.�. i�iighv,;ay 1 Tequesta; F�%�:�0��b���r•�,,iay� 3oad
�mportance: High
! thin��This is fo�;io�?.
----�rigir�al Message-----
Frorn; Lee Tho~nps�� [�iailt�:handtcon�bellsouth.net]
�ent: Tuesday, J�n�,i�ry 10; 70�7 2;13 p��
�Q` "i�;T11Cl��lt (�n�r .�SI'nrr`��I-pr�n�! (i�a�
S���j�ct: ���1: ��'L��T.�3a��;< �2cl�vzlopmen�t- 10� U,S. ��igh+niay 1 Tec�?�a2sta, rL �<�0��V��2r��ay Road
Irnporiance: H?gh
�arnafiha,
1
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t
�TC
Transportation Consultants
• • • • • • • • • • • • • • • • � • • •
20U`i Vista Parkway, Suite 111
West Palin Beach, FL. 33471-67C10
(561)296 9698 Fax(561) 6846336
Certificate of AuThorization Nun�il�er: 7989
)anuary 26, 2017
Revised February 23, 2017
Mr. Lee Thompson
Vice President
H & T Consultants
9310 Old Kings Road South, Suite 10U1
Jacksonville, Florida 32257
Re: Tequesta Bank Site— Lot 1 - #PTC16-096
Dear Mr. Thompson:
The purpose of this letter is to provide a traffic eyuivalency analysis for the above referencec! project.
The site is located in the northeasl quadrant of the intersection of Tequesta Drive and US 1 in the
Village of Tequesta. Existing �;n site is a 4,41� SF of drive in bank and 4,362 SF of office. This
buil�ling is proposed to t�e de�riulished alc�n�with the drive-thru lanes. A new 2,290 SF drive-in bank
is prc�posed to be constructed. The buildout of t:his projec.t is projected ro be 2020. The Property
Cont:rol Number is 60-43-40-30-00-004-0031.
Attachments 1A thru 1C provide the Daily, AM and PM peak hour trip generation comparisons for
lhe existing and proposed cievelopment. The proposed devel��pment is not project:ed to generale
any additional daily or peak hour trips ah�,ve the existing developrnenl. Therefore, the requirements
af lhe Traffic Perfc�rmance Slandards have been met.
Driveway volumes are shown on Attachment 2.
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pind¢r Troutman Consulting, Inc.
LEuer Thump.son Lr�t 1 lfi-0_9li 2-2_3-17
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Tripgen 16-U9G 2-22-17
2/22,/2017
Attachment 1A
Tequesta Bank Site- Lot 1
Daily Trip Generation Comparison
ExistinQ
Total External Pass-by New
Land Use Intensity Tri Generation Rate(1) Tri s Inter�al Trips Tri s Tri s(1) Tri s
Generat OFtice 4,36'L SF Ln(T) = 0.7GLn(X)+:3.68 1"L1 12 l0A% 109 11 10.0% yg
Drive-In Bank 4,410 SF 148.1� /1,U00 SF 653 12 1.9`yo 641 3U1 47.0% 34U
TOTALS 774 24 3.1 y6 750 312 q3$
Proaosed
Total External Pass-by New
Land Use Intensity Trip Generation Rate(1) Tri s Internal Trips Tri s Tri s(1) Tri s
Drive-InBank 2,290 SF 148.15 /1,OOOSF 339 - 0.0% 339 159 47.0% �$p
TOTA�S
780
Net Trips (25g)
(1)Source:Palm Beach Cowity.
�
Tripgen 1 Ei-096 2-22-17
2%12;2017
Attachment 1 B
Tequesta 8ank Site-Lot 1
AM Peak Hour Trip Generation Comparison
ExistinE
Total Tri s External Tri s Pass-by New Tri s
Land Use Intensity Trip Generation Rate(1) tn Out Tri s {nternal Trips tn Out Tri s Trips(1) In Out Tri s
General Office 4,3G2 SF Ln(T) = 0.80Ln(X)+1.57($8/'12) 14 2 16 2 1QU`y� 12 2 14 1 70.Q% 11 2 13
Drive-In Bank 4,410 SF 12.08/1,000 SF(57/43) 30 23 53 2 3.0'ya 30 21 51 24 47.0�`0 15 12 27
TOTALS 44 "_>5 6J 4 5.8% 42 23 65 "25 26 14 40
Proposed
Total Tri s External Tri s Pass-by New Tri s
Land Use Intensity Trip Generation Rate(t) In Out Trips Internal Tri s In Out Trips Trips(1) In Out Trips
Drive-In Bank 2,290 SF 1'L.O8/1,000 SF(57/43) 16 12 28 - O.O�o 16 12 28 13 47.0% 9 6 15
TOTALS 9 6 15
Net Tri s (17) (8) ('L5)
(1)Source:Nalm Beach County.
�
Tripgen 16-096 2-22-17
2/2'2,�20V
Attachment 1 C
Tequesta Bank Site- Lot 1
PM Peak Hour Trip Generation Comparison
Existin�
Total Tri s External Tri s Pass-by New Tri s
Land Use Intensity Tri Generation Rate(1) In Out Tri s Internal Tri s In Out Tri s Trips(1) In Out Trips
General Oflice 4,36'L SF 1.49 J1,OU0 SF 117/83) 1 5 6 1 10.O�yo 1 4 5 1 10.U% 1 3 4
Drive-In Bank 4,410 SF 24.3 J1,000 SF (5UI5(►) 53 54 10? 1 1.0% 53 53 106 5U 47.0% 28 28 S6
TOTALS 54 59 113 2 1.ft°�, 54 5i 111 51 29 31 6Q
Proposed
Tutal Tri s External Tri s Pass-by New Tri s
Land Use Intensity Tri Generation Rate(1) In Out Tri s Internal Tri s In Out Tri s Trips(1) In Out Tri s
Drive-In Bank 2,290 SF 24.3 /1,000 SF(50/50) 28 2II 56 - Q0�'o 28 2B 5G 26 47.0% 15 15 30
TOTALS
1S 15 30
Net Tri s (14) (1 G) (30)
i1)Source:Palm Beach Counry.
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LEGEND
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(20) - PM PEAK HOUR
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16-096
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TEQUESTA BANK SITE ATTACHMENT 2
LOT 1 PROJECT DRIVEWAY VOLUMES �TC
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EXTEFt10R MATERIALS �
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B�B�T TEQUES'f'A
E;F3S T Brsncfi
fr,��nk SR�A�daW'd�
r'�#7 I I T T i F
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FOR � . �`
� BRANCH BANKING AND TRUST COMPANY BB&TR u��c ��� � �� �
COMPLIANCE C/0 PO BOX 167 �F�o_,.
C/O PO BOX 167 WINSTON SALEM NC 27102 0167 , u ,-,,,tt
ARCHITECT: ��„
WINSTON SALEM NC 27102 0167 �'TT�E ,
5815 WESTPARK DRIVE
CHARLOTTE, NC 28217 ' ..,,, _ `�
RICHARD B. SALMON, LEED AP BD+C �
. PH: (704)561-3407 (T) ' "' � —
SURVEYOR �
P R O tJ E C T � ALTAMAX SURVEYING
910 BELLE AVE. SUITE 1140
� CASSELBERRY, FL 32708 NORTH
�� � � ���� � �������� ROBERT C. JOHNSON PSM 5551 PROJECT LOCATION MAP O
PH: (407) 677-0200 N.T.S.
LICENSED BUSINESS N0. 7833
101 N US HIGHWAY 1 - BANK BRANCH LOT 1 CIVIL ENGINEER
H & T CONSULTANTS, WC.
9310 OLD KINGS ROAD SOUTH, SUITE 1001 �� �4� r 3 ��`°'�*�'f����'�R
DA 33469 JACKSONVILLE , FLORIDA 32257 � 1� j �� � �,,, .�.��
TEQUESTA FLORI STANLEY HILL, PE ' ' +.. ; } i , __�,
7 PH: (904)419-1001 FAX: 904-419-1004 �. r f��,�i � (�,,,_ i����":s;
( #c,s4au �k.�i
LANDSCAPE ARCHITECT � ;", � � ' .«��`� ���R`'�° ��'`'� � �'��
� + � � � , q.
A & K LAND PLANNING & DESIGN, INC. � ';,�,,,��.F„�F � ��s .� ��
PARCEL CONTROL NO.: 60-43-40-30-00-004-0031 2s2i SUNRISE RIDGE LANE, ? � ��•_ ��� �'"� �s_: `' -
JACKSONVILLE, FLORIDA 32211 � � . ki.��'"�� , j F°
DESCRIPTION: KRIS REED, RLA '`'`�� ` . '� � �; �. 3=� ���
PH:(904)476-9692 ��,,`�� � 't'�,^"��"'� � �`� -
t 4 �b, �c a: �'_
LEGAL DESGRIPTION' '�s�� � ' �
'� 82 a�..�32 'AE �, •.
l0T 1. TEQUESTA AT WATERWAY F ;r g-n��^`�^*t—� s ��' � `'. "��
A POR710N OF GOVERNMENT LOT 4, LYING EAST OF U.S.HIGHWAY N0. 1,SECTION 30, I N D E X O� D R A W I N G S ���� }���� Y`� �*� ��` �� ��+���L,
TOWNSHIP 40 SOUTH,RANGE 43 EAST,PALM BEACH COUNTY,FLORIDA; BEING MORE � x'� �.`c� !IS;,
PARTICULARLY DESCRIBED AS FOLLOWS: ��� '�i }' ' ' ��
�tj� ��� `T,r � s�I. .
BEGIN AT THE INTERSECTION OF 7HE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1, CIVIL .. ��t ��� i `��.q' ,� �� K
BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 1,W1TH THE NORTH LINE -� "� �`��+ � � ^
OF SAID GOVERNMENT LOT 4; THENCE RUN 589'55�42"E,AIONG SAID NORTH LJNE OF COVER COVER SHEET f ��' "*��A'; j ����.. � a@.� ��5.� ��: � '�•�.�.:�.
GOVERNAIEN7 LO7 4,A OISTANCE OF 245.58 FEET; iHENCE S00'04'70"E, A DISTANCE OF SURVEY BOUNDARY & TOPOGRAPHIC SURVEY
121.89 FEET TO THE NORTH RIGHT OF WAY LINE OF WATERWAY ROAD PER SAID OFFICIAL
RECORDS BOOK 1913,PACE 1772; THENCE S89'S4'38"W ALONG SAID NORTH RIGHT OF WAY C—� GENERAL NOTES NORTH
LINE,A DISTANCE OF 225.73 FEET TO 7NE SOUTHEAST CORNER OF RICHT OF WAY O
DESCRIBED IN OFFICIAL RECORDS BOOK 5994.PAGE 289, PUBLIC RECORDS OF PALM C-2 OVERALL SITE PLAN PROJECT VICINITY MAP
SAID RIGHT OF WA�ftN B�OOKE5994RPAGE4289,4A^DISTANCE OFE5120 FEETTTOLTHEINEAST C-3 DEMOLITION PLAN N.T.S.
RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1,BEING 51.00 FEET EAST OF THE CENTERLINE
OF U.S. HIGHWAY N0. 1; THENCE NO3'S8'33'E ALONG SAID EAST RIGHT OF WAY IINE, A C-4 SITE PLAN (BB&T BANK)
DISTANCE OF 85.34 FEET TO THE AFORESAID NORTH IJNE OF GOVERNIAENT LOT 4; 7HENCE
589'S5'42'E AIONG SAID NORTH LJNE, A DISTANCE OF 9.02 FEET TO 7HE POINT OF C—S PAVING & GEOMETRY PLAN
BEGINNING. C—E GRADING & DRAINAGE PLAN
CONTAINS 30,952 SaUARE FEET OR 0.7106 ACRES.MORE OR LESS.
C-7 UTILITIES PLAN
C-8 SIGNING AND PAVEMENT MARKING PLAN
C-9 SITE DETAILS
C-10 DRAINAGE DETAILS
C-10A DRAINAGE DETAILS — STORMTECH
C-11 UTILITIES DETAILS
- C-12 STORMWATER POLLUTION PREVENTION PLAN (SWPP)
C-13 EROSION AND SEDIMENT CONTROL PLAN
C-14 EROSION AND SEDIMENT CONTROL DETAILS
. C-15 TRUCK MANEUVERING PLAN
LANDSCAPE
P R E P A R E D B Y � �-� TREE & SHRUB PROTECTION PLAN
L-2 LANDSCAPE PLAN
L-3 LANDSCAPE DETAILS
� � � ����������� ���o L-4 IRRIGATION PLAN �t ,'
9 L-5 IRRIGATION DETAILS
���i ����;�" � �a�T,�l����,i���T;�° ARCHITECTURAL ��f� ��
A5.1 ELEVATIONS ; � ,'j
9310 OLD KINGS ROAD SOUTH, SUITE 1001 DE.1 DUMPSTER SCREEN DETAILS `i �,j a1,
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JACKSONVILLE, FLORIDA 32257 E�ECTRic . ,
TELEPHONE (904)419-1001, FAX(904)419-1004 E-1.1 A PHOTOMETRIC PLAN ;
E-1.2 LIGHTING SCHEDULE DATE: NOVEMBER 2016
B O UNDA R Y �c T OP O GRA PHI C S UR VE Y VICINITY MAP(NotFo S�a�e> _, LEGEND
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JG,E7AL�`In`y/,`�` ���n ,�4'3��I� RIGHT Of WAY DESCRIBED IN OFFIpAL RECORDS BOOR 1913,PAGE 1]]I AND OFFICIAL RECORDS BOON
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0 F: �4 I ��' < «E 1�.34 i�E 1�.35 A'`� �� EAST Of THE GENTERLINE OF U.S.NIGHWAY N0.1,N1TH 1HE NORTH LINE Of SAID GOVERNAIENT LOT 4;
-------`V R',_ �j-- � �9 1HENCE RUN S89'S5'24'E,ALONG SAIp NORTH LINE Of COVERNUENT LOT 4,A DISTAIJCE OF 000.94 ADDRESS:
�B.C� ����� ���03'� � �a ,is�a v o� i B` I GEEi:THENCE,LEAVIYG SaID NORTN LINE Oi"GOVERN4ENT LOT 4,RUN S01'S8'33'W,A DISTANCE 0�
���. � �s.v6 ,�J6.9 - 44�`AA CGVD '� 121.76�EET TO THE NORRI RICHT Of WNY Li4E OF WATERWAY ROAD PER SAIp Of�ICIAI ftECORDS BOON ��l IV U.S. Highrva}� 1
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ib.ae / CF NO- PftC3o M1O-43
I ���s 16A� FIELO DAT[�. 09-15-2016
16n5 r 1 _yI ��i 1. BEARING STRUC7URE BASEO ON RiE 1AONUMENTED EAST RIGHT OF WAY LIIJE OF U.5-HIGHWAY N0.1;
� � 6 I�S �6<�I163 �' N �e I pp��f�i5(rvajel� � e'S"����" DEINC N0358'33"E PER OFFIqAI RECORD 800N 14691,PAGE 18]1,PUBLIC RECORDS OG PALIA BEACH SC�'�L'� V�RiES
1655 �16.n1 e � 3 � � L� I 165 ] PS I- � COUNTY.fLORIDA. DRAI,'N dY�. F'Ji
��e�G55 �le'6` i5.a5 I I �o - f� 2. THIS SURVEY REfLECTS ONLY IAATTERS OF RECORD AS PROViDED BY THE CIIENT OR CUENTS
#I VL REPRESENTATI�.
. n5 HnLI -I I � I � I
1 � h }e .� �, � � I LlR9iAi0v� � I I
\`\\ \� � �1� 1. THIS SURVEY WAS NADE ON THE CROUND.THE UNDERGROUND UTIliPES<HONV HAVE BEEN LOCATED R2VISIOf1S
` � �6 g I E � I ,.�_ I ���y �b�g �I . I �i, e�'bh ' iME�UNIDERGROUNDYUTIL PESA<HO'hN�C UPIR SECA�LL SUCHSUTLI11E5 RN THE REA,SEI MERUA!SERViCEHOR Date' Description By:
� „� "' �E�- �,3; �6�"it.�.. it,.is`5 �b�p 1602 � �5�80 �s'Co!:C C�co(tta) ia�g ABAND04E0,iME SURVEYOR FURiMER DOES NOT WARRANi THAT THE UNOERGROUI:D UTILI11E5 SHO'h�
- / �s.ss Is.s< �5,92 a ARE IN iHE E%ACT LOCRTION INDICATED ALRiOUGH HE DOES CERTIFY THAT TNEV ARE LOCATED AS
ACCURATELY AS POSSIBLE FROIA INFOR4IATION AVAI�ABLE.THE SURVEYOR HAS NOT PHYSICAILY LOCNTED
�pH�r THE UNDERGROUND UTIlIPES.
4. THIS SITE LIES IN ZONE"C",BASED ON FLOOD INSURANCE RATE 1AAP N0.1202280001C,VILLAGE Of
j� !62< 16.15 �ir .i� ,2 / s� ��^ TEOUESTA,FLORIDN AND HANNG AN EFFECTIVE DATE OF SEPTEAIBER}0,1982.
].98 " " ` " " ` " " -a m so zo ao-�
IS.�� `�a 3� ~� 5. ACCOR�ING TO FLORIDA STAlUTES,CHAPTER 4]2.025.A LAND SURVEYOR SHALL NOT AFFI%MIS
.�- s> s�--.� �- /_ . SEAL OR NA41E TO ANY PLRN OR DRANING NHICH�EPICTS WORN KNICH HE IS NOT LICENSED TO
PER�OR4 OR NNICH IS BEYOND NIS PROFESSION OR SPECipLTY TNEREIN.THEREfORE.NE AftE UNABLE TO
CERTIFY AS TO NIINICIPA�ZONING COIIPLIANCE,IHTERPRETA110N Of ZONiNG CODES OR THE
° � DETERYiNAl10N O�V'OIAiIONS MEREOF.
� 6. 7HI5 SURVEY NApE W17NOUT BENEGIT OF COIAMITIAENT FOR TIRE OR SEARCH OF PUBIIC RECORDS
� FOR EASELIENTS AND/OR ENCUNBRANCES TNAT IIAY AFGECT iMIS PROPERTY
� Altamax Surveying
�).�S 1)6n �. EIEVATI0N5 ARE BASED ON BENLHNARK DESIGNAPON U 308,BEING: 16.9]fEET,
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910 Belle Aven e Suile 1140
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Casselberry FL 32708
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GENERAL NOTES: UTILIN NOTES(CONT.): FDOT GENER4L NOTES: ABBREVIATIONS&SYMBOLS
1. EXISTING FEATURES AND BOUNDARY MFORAWTION BASED ON A SURVEY BY: 13. THE CONTRACTOR SHALL FOLLOW THE PROVISIDNS OF RORIDA STATUTE 386 IF ANY WATER LME IS BB - BOTTOM OF BANK
ALTAIAAX SURVEYI4G,910 BELLE AVENUE,SUITE 1140 CASSELBERRY,FL 327�8, BROKEN OR WATER SYSTEAI IS SHUT OFF DURING CONSTRUCTION.FIORIDA STATI/TE 386 STATES 1. ALL MATERIALS AND CONSiRUCT10N WRHM THE FOOT RIGHT-OF-WAY SHAII CONFORN TO THE BC - BACK OF CURB
WWW.AlTA1.AI(SURVEYING.CON,PHONE:40]-6]]-0200 THAT THE HRS FOR THE VILIACE OG TE�UESTA AND PAl1A BEACH COIINTY PUBLIC HFALTH UNIT (�TESi EDITION)FDOT DESIGN STANDARDS AND THE(IATEST EDITION)STANDARD SPECIFICATIONS FOR
2. ALL WORK PERFORNED AND IAATERIA�S USED WIiHIN TME FDOT'S,COUNN,AN�Cltt DIRECTOR(OR HIS DESIGNEE)OR THE SU&IECT SUPPLIER OF WATER WILL ISSUE A BOIL ROAD AND BRIDGE CONSTRUCTION. BLK - BLOCK
^ RIGHT-OF-WAYS IF APPLICABLE SHALL BE IH ACCORDANCE WITH THE LATEST EDITION OF THE WATER/BOTfLED WATER NOTICE FOR ALL AfFECTED CUSTOIAERS Of THE PUBLIC WATER SUPPLY 2, AIqINTENANCE OF TRAFFIC M.O.T.FOR THIS PROJECT WILL CONPLY WITN THE FLORIDA BFP - BACK FLOW PREVENTER
FDOT'S'DES:GN STANDARDS'.ALL AREhS DISTURBED BY THE CONSTRUCTION EFFORT WITHW SYSTEAI WHEN AN INTERRUPTION IN SERVICE OCCURS(WH:CM RESULTS IN A COAIPROA115E OF THE BM - BENCHMARK
SAID RIGHT-OF-WAYS SHALL BE RESODDED TO A'ATCH THE EXISTING SURROUNDING GRASS SYSTEAI INTEGRIiY WMEN TME MFALTH OR LIGE OF AN INDMDUAL.OR THE HEALTN OR LNES OF DEPARTNENT TRANSPORTATION DESIGN STANDARO INDEX(600 SERIES)AND THE LATEST EDRION 0� BPC - BURIED POWER CABLE
COVER. INONIDUALS 4AY BE THREATENED OR IIAPAIRED OR BY WHICH DISEASE MAY BE CAUSED)OR WHEN THE MANVAL ON UNIiORM TRAFFIC CONTROL�EVICES(NUTD).SPECIAL ATTENTION WILL BE GNEN TO CALC - CALCULATED
3. ALL�IA!ENSIOUS ARE TO FACE OF CURB OR FACE OF SIDEWAIK UNLE55 OTHERWISE f:OTED. A NISTORY OF UNSATISFACTORY BACTERIOIOGICAL SA4IPLES RESULT OR WHEN THE SYSTEIA FDOT DESIGN STANDARD IN�EX 611,612,613 AN�660. C&!.1 - CALCULATED& MEASURED
PRESSURE DROPS BELOW 20 P51. THIS BOIL WATER/BORLED WATER NOTICE WILL BE LIRED BV In
4. ALL TRA�FlC SIGNS AND MARKINCS SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTNENT TME HRS PUBLIC HEALTH UNIT DIRECTOR(OR HIS DESIGNEE)WHEN THE SYSTEIA PRESSURE AND 3. R IS TME PERMIITEE�S RESPONSIBILIrv TO OBTAIN FINAL ACCEPTANCE Of PERAIITTED WORK CBW - CONCRETE BLOCK WALL Z
Of TRANSPORTATI04 MANUAL OF UNIFORIA TRAFi'IC CONTROL�EVICES(NUTCD),IATEST EDRION. INTEGRIIY ARE INTACT AND,SUBSEQUEMLY,1W0 CONSECII�NE DAY$OF SATISFACTORY (COMPLEfED)AN�THE RESTORATION OF THE RIGhT-OF-WFY FROA1 THE DEPARTNENT PRIOR TO CC - COVERED CONCRErE p
5. SEE ARCHITECTURAL ORAWINGS FOR CONSTRUCTION DEfAILS AND DIIAENSIONS OF BUILDINGS. USAGE. CF - CONCRETE FLUME
IAICROBIOLOGICALS ARE DOCUTAENTED THROUGM CERTIfIED DRINKING WRTER LABORATOftY ANALY515 N
6. FOR CONCREfE SIDEWAIK JOINT lAYOUT UNDER ROOF LINE REFER TO ARCHITECTURAL DRAWINGS. RESULTS. IN THE CASE WHERE THE SUPPLIER OF WATER ISSUES THE BOIL WATER/BOTTLED WATER CHW - CONCRETE HEAD WALL j
NOTICE,THE VILLAGE OF TEQUESTA PUBLIC HEALTH IINR SHALL BE NOTIFIED AS SOOU AS POSSIBLE 4. PERNITTEE WILI RESTORE THE RIGHT-0E-WAY AS A MINIMUM,TO RS ORIGINAI CONDITION OR CLF - CHAIN LINK FENCE W
AND PREfERABLY IN ADVANCE OF THE EVEM. (THE CONTRACTOR SHALL PROVIDE BOTfIED WATER). BETTER IN ACCORDANCE WITH FLORIDA DEPARTIAENT OF TRANSPORTATION'S lATEST STANDARD CL - CENTERLINE �
7. IT IS THE COMRACTOR'S RESPONSIBILIIY TO LOCATE ALL CABLES AND UTILITIES PRIOR TO SPECIFICATIONS FOR ROAD AN�BFIDGE CONSTRUCTION OR AS�IRECTED BV RESIDENT OPERATIONS
COIAAIENCE4IENT OF CONSTRUCTION.ANY BREAK IN UN�ERCROUND CABLES MID/OR U7ILRIES AIFNAGER. CM - CONCRETE MONUMENT
SMALL INIAE�V.TELY BE REPAIRED AT THE CONTRACTORS EXPENSE. 14. GRAVItt SEWER PIPES SH4LL BE AST1A D-70}q SOR 26.UNLE55 OTHERWiSE INDICATED ON PLANS. CMP - CORRUGATED METAL PIPE
8. FDOT SiANDARD REFERS TO fDOT CURRENT VERSION OF V'DOT SPECIfICATI0N5 AND STANDARD 5. SOODED ARFAS(IF MPLICABLE)WILL BE IN ACCORDANCE WRH STANDARD MDE% 105 AND CO - CLEAN OUT
INDE%E5. FDOT DESIGN STANDARDS AND SPECIFICATIONS FOR ROAD AND BRIDGE �5. SEWER LINES ARE DESIGNED TO FInISHED GRADE AND SHALL BE PROTECTED FROIA DA4AGE SECTIONS 162,981,982,963,98]OF THE DEPARTIAENT'S STANDARD SPECIFlCATIONS FOR ROAD CONC - CONCRETE
MD BRIDGE CONSTRUCTION,IATESr EDITION.ALL DISTURBED AREAS WILL BE SODDED WITHIN ONE(1) COVD - COVERED
CONSTRUCTION. 16. CONTRACTOR SHALL PROVIDE FOR AlL STORAGE Of IAATERIALS AND EOUIPIAENT. I/ATERWLS WEEK OF MSTALIATIOH OF SA!D PERA11TfED WORK. CP - CONCRETE PAD
AND SUPPLIES SHALL BE PIACED THAT ENDANGERNENT OR RESTRICTION Of VEHICULAR
9. NEW SPOT EIEYAT104S REFER TO PROPOSED TOP OF PAVEMENT UNLESS iNDICATED OR PEDESTRWN TRAFFIC WILI NOT DCCUR. CW - CONCRETE WALKWAY
. OTHERWISE 04 THESE DRAWINGS. 6. OWNERSHIP OF ALL SUITABLE EXCAVATE�AIATERWLS,AS�EfER1AWE�BY THE DEPARTMENT, D&M - DEED�DESC& PAEASURED
SH4LL REIAAIN IN THE DEPARTAIENT UNTIL A FINA�ACCEPTANCE OF THE PERNITTED PROJECT IS DE - DRAINAGE EASEPAENT
10. ALL CONCREfE WORN SNALL CONFORN TO AC1 318-89,'STANOARD 9UII.DING CO�E 17. IF SOLVENT CONTANINATION IS FOUND IN THE PIPE TRENCH INTENDED FOR A PROPOSED FULFILLED.EXCAVATED VATERIALS SHALL BE HAULED BY THE PERIAITfEE.AT THEIR COST k EXPENSE
REOUIREUENTS FOR REINFORCED CONCRETE."ALL CONCRETE SHALI MAVE A NININUTA PlASTIC WATER A1AIN,THE CONiRACTOR SHALI STOP WORK AND THE PROPER AUTHORTIES FROA1 THE SRE TO THE PALIA BEACH OPERATIONS CENTER OR STOCKPILED IN THOSE AREAS AS DESC - DESCRIPTION
COIAPRESSNE STRENGTH OF 1,000 PSI AT 2B DAYS. PROVIDE 3/4'CHAIAFER AT ALL NOTIFIED.WRH APPROVAL OF THE PERA11TfINC AGENCV,DUCTILE IRON PIPE,FITfINGS AND DIRECTED BY THE DEPARTNENT,WCLUDING ASPHALT AIILLINGS. DP - DUMPSTER PAD tw-
SOLVENT RESISTANT GASKET I/ATEftIAL SUCH AS FWOROCARBOY SHALL BE USED IN THE
EXPOSED CONCRETE EDCES. CONTAUINATED AREA;THE DUCTILE IRON PIPE SNALL EXTEND AT LEAST 100 fEET BEY04D DW - DRIVEWAY a
ANY SOLVEH�NOTED.ANV CONTAl1INATED SOIL TH4i IS E%CAVATED SHALL BE PIACED ON 7. RESTRICTED HOURS OF OPERATION WILL BE FROIA 9:OOA41 TO 3:30PIA,(NONDAY-FRIDAY), �
11. REINFORCING SiEEL SNALL BE BILLET STEEL CONFORMING TO ASTN A615,GRADE 60.UNLE55 pN IVPERMEABIE A'AT AND COVERED WITH A WATER PROOF COVERMG.TME PROPER UNLE55 OTHERWISE APPROVED BY THE OPERATIONS ENGINEER,OR DESIGNEE. EB - ELECTRICAL BOX
INDICATED OTMERWiSE,RnNINUAI SPLICE LENGTH SHALL BE 40 BAR DIANETERS WMERE CONT. pUTHORRlES K9LL BE I:OTIFlED AND THE COMAMINATED SOIL HELD FOR PROPER DISPOSAL. ESMT- EASEMENT
(CONTINVOUS)IS INOICATE�ON PLANS. 8. CONTRACTOR WILL ENSURE THAT AlL LOCATES HAVE BEEN PERFORNED PRIOR TO SCHEDULING OF ANY EXCAVATION E�P - EDGE OF PAVEMENT
12. THE CONTRACTOR SHALL FIELD VERIFY IOCATION OF EXISTING SiRUCTURES,IIAPROVEAIENTS, 19. VERTICAL AND HORIZONTAL CHANGES IN WATER NAIN ALICNNENT AND ALL BENDS,TEES AND FIRIA - FLOOD INSURANCE RATE MAP
VALVES SH4LL BE RESTRAINED WITH IAECHANICAL JOINi RESTRNNER CLAHDS."AIECAIUG" 9. CONTRACTOR WILL COORDINATE AlL WORK WRH THE OPERATIONS PERAIRS DEPARTNENT USING
UiILITIES,PROPER7V LMES,FASEIAENTS AND SElBACKS,AND CONFIRN ALL PROPOSED RESTRAINER GLANDS OR APPROVED EOUAL FFE - FINISHED FLOOR ELEUATION
�IMEHSIONS FND ELEVATIONS PRIOR TO CONAIENCING CONSTRUCTION OR ORDERING PHONE M .COORDINATION WILL MCLUDE A PRE-CONSTRUCTION NEETING. FH - FIRE HYDRANT
uATERIALs. FOC - FIRE OEPART�dENT CONNEC710N
19. PLL WATER,SEWER AND FIRE LINE CONSTRUCTION,NATERIA�S AND APPRUTAhCES SHALL BE 10.CONTRACTORS PERFDRAIING THE PERAIIRED WORK ACTNITIES SAHLL PROVIDE THE DEPARTNENTS(PERIAIT OFFlCE)PROOF
IN ACCORDANCE WRH THE VI�LAGE OF TEOUESTA UTILItt DETAILS,SiANDARDS,SPECIFICATIONS `U' - FL000 LIGHT
13. THE CONTRACTOR SHALL NOTIFY ALL UiILIIY COIAPANIES PRIOR TO CONSTRUCTION FOR OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTFlCATES OF LWBILIIY INSURANCE PRIOR TO ANY COAINENCENENi 0�
VERIFICATION AND LOCATION OF ALL UTI�RIES(ELECiRIC.GAS.TELEPHONE,EfC.). ANO REQUIREAIENTS. PERNITfED WORK. FND - FOUND
FOC - FIBER OPTIC CABLE
i4. SHOULD TME SURFACE OR SUBSURFACE CONDITIONS BE FOUND TO VARY FRON WHAT IS 20. SANITARV SEWER CLFANOUTS TO 8E PLACE�AS SHOWN ON THE ENGMEERING PIANS. 11, THE INSTALUTION OF ALL NEW IANDSCAPE IAATERIALS WILL BE IN ACCORDANCE WITH THE CURREM EDITIONS OF TME �FP - FLAG POLE Q �p�
SHO'NN ON THESE PIANS,THE CONTRACTOR SHALL NOTIFY THE ENGWEER INAIEDL4TELY STANDARD INDICES B 546,580 AND 700(MORRON�AI.CLEARANCE/CLEAR ZONE REOUIREMENTS). -G- - GAS LINE ~ }(O
IN WRITING. 21, NO WATER IAETER BOXES TO BE PUCED IN SIDEWALK OR DRIVEWAYS. (n
12.THE GDOT PERNR IS VALID FOR ONE YEAR fROAI DATE OF ISSUANCE. � - GAS METER w Q d'
15. AS-BVILT DRAWII:GS SHALL BE FURNISHED TO THE ENCMEER IN ACCORDANCE WITH THE � - GUY WIRE ANCHOR �M
22. ALL FlTTINGS TO BE RESTRAINED. ��
SPECIi"ICAilONS AN�REOUIRENENTS NOTED ON THIS SHEET. 1J. CONTFACTOR WILL PROVIDE THE DEPARiNENT WITH CERTIFIED�AS-BUILT'PLANS PRIOR TO FINAL ACCEPTnNCE OF � - HANDICAP PARKING � S�
23. ALL DISTlIRBED AREhS TO BE SO�DED. PERMITfED WORK. HR - HANOICAP RAMP W~ �J �/�
16. GRADES SHOWN ON PtANS ARE FINISHED GRADES UNLESS OTHERWISE NOTED. INV - INVEftT ELEVATION �O =� �//
24. FIRE HYDRANTS 11AY BE UTILIZED TO BLO'N-OFF AND FWSH TME IAAINS.HOWEVER,SAIAPLE J
». THE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING WITHIN 7 DAYS OF COIAPLETION 14.CONTRACTOR SHALI REPAIR ANY AND ALL DAAIAGE DONE TO FDOT PROPERtt DURING DENOLITION,REIOCATION AND/OR IP - IftON PIPE � w
POINTS IAUST BE TAKEN AS NOTED ON F.�.E.P.WATER PERIAIT. INSTALIATION ACTNITIES AT HIS SOLE E%PENSE. IR - IRON ROD �
OF THE PROJECT.STATING THAT THE DRAINAGE SVSTEIA IS COIAPLETE AND READY FOR H (/j Q
INPECTION AND CERTIFICATION BY THE ENGINEER. � - STORM JUNCTION BOX ojf H
25. COMRACTOR TO SUPPLY AND INSTALL NECESSARY BENDS/FRTINGS(TO BE RESTRAINED)TO 15.CONTRACTOR SHALL ENSURE THAT SOD�E�AREAS WILL 9E IN ACCORDANCE WITH STANDARD INDEX 105 AND SECTIONS L - ARC LENGTH m �� O
�g, DO NOT SCA�E THESE DRAWINGS. USE DIA!ENSIONS ONIY. ALLOW DEFLECTION OF PROPOSED D0IAESTIC WATERIAAIN MOUND SANRARY SEWER MAINS 162,575,981,982,983,987 Of TME DEPARTNEM'S STANOARD SPECIFICATIONS FOR ROAD AND BRIDGE CO�STRUCTION, � - LIGHT POLE m w
AND LATERALS.CONTRACTOR TO AINNTAIN IB'VERTICAL SEPARATION AT CROSSINGS. L�1EST EDITION.AlL DISTRUBED AREAS WILL BE SODED WITHIN ONE(1)WEEK OF INSTALlATION OF SAID PERMITTED WORK �SA - L4NDSCAPED AREA Z� Z
19. TME CONTRACTOR SHALI USE NECESSARY AIEANS AND�IETHODS TO CO4TROL SURFACE MEAS - MEASURED
AND GROUNDWATER DURING CONSTRUCTION, INCW�II:G BUT NOT LIAIRED TO SURFACE W J
26. CONTRACTOR TO SUPPLY AND INSTALL NECESSARY BENDS/�(ITINGS(iD BE RESTRAINED)TO MF - METAL FENCE O
GRADII:G,DEwATERIdG TRENCHES WITM SU4!P PU11P,WELL POINTING,EiC. THE CONTRACTOR ALLOW DEFLECTION Of PROPOSED WATERIAAIN AROUND PROPOSEO STORM SEWER MAwS ~
IS RESPOHSIBLE FOR DETERIAINING ACTUAL AND LIKELY DEPTHS TO GROUND'NATER AND THE ML - MEiAL LID
WATER CONTROL NECESS4RY TO NEEf A1015TURE A�:O DEIJSIIY REOUIREMENTS fOR THE CONTRACTOR TO IAAINTAIN fi'"VERTICAL SEPARATION AT CROSSINGS. MS - fAETAL SHED Q
NATIVE oR ivaoerED SoaS. �- MITERED END SECiION �
20. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE ENGINEER AND OWNER PRIOR TO THE 2�. A��FIRE HYDRAMS TO BE WSTALLED PER VILIACE OF TEOUESTA WATER STAN�nRDS 1AANUAL,SECTION 3.8. 0 - MONITORING WELL w
EXPORT OF SOILS FRON THE SIiE.ANY RENOVAI OF SOIL WITHOUT WRITfEN APPROVAI.FROIA N&D - NAIL &DISK
TME ENGWEER AND OWNER SH4LI.BE�ONE AT THE CONTRACTORS RISK. 28. AlL FIRE MYDRAMS SMALL BE LPID TO IAINIul2E WLNERABILRV TO TRAFFIC. NGVD - NATIONAL GEODETIC � Z
21. ALL ON SIiE EASENEMS NUST 6E APPROVE�AND RECORDED PRIOR TO ISSUNNCE OF COs 29. TAP CONNECTION TO ANY VILLAGE Of TEOI/ESTA WATERI/AIN A1AY AL50 REOVIRE A PERAIR FRON TME VILIAGE VERTICAL DA7UM w
OR TCOs. OF TEOUESTA. NTS - NOT TO SCALE
OHE - OVERHEAD ELECTRIC C�
22. ALL CONSTRUCTION AND STOCKPILED VECETATNE DEBRIS AND FlLL WILL BE RENOVED FROA1 THE 30. THE VILIAGE OF TEOUESTA UTILIIY DEPARTlAENT TO OPERATE POTABLE WATER VAIVE AT ALL OL - ON LINE
SITE,IN THE EVEHT A CONSTRUCTION SRE IS ABANDONED PRIOR TO PROJECT COMPLETION. TIE IN LOCATIONS.ANY REOUEST FOR WATER TO BE TURNED ON OR OFF IAUST BE ORB - OFFICIAL RECOftDS BOOK
2S. ALl INPROVEIAENTS ARE i0 BE OWNED AND I.AINiAMED BY THE PROPERIV 0'NNER AND WILL COORDINATED THROUGH THE THE UTIUN DEPARTUENT. OW - OVERHEAD WIRE
NOT BE DEDICATE�TO iHE PUBLIC OR MAINTAMED BY THE PUBLIC. OWK - OVERHEAD WALKWAY
31. COPY OF ANY FDEP PERMIT WILI BE PROViDED TO THE VILLAGE OF TEQUESTA UPON RECIEPT PB - PLAT BOOK
24. ALL FIRE PREVENTION IAEASURES ANp PROVISIONS SHALL BE IN ACCOR�ANCE WITM THE IF REOUIRED. PC - POINT OF CURVATURE
FI.ORI�A FIRE PREVENTIO`1 CODE,2010 E�RI�N(FFPC 2010 Ed). PDOT- PER DEPARTMENT OF
32. CONTRACTOR TO COIAPLY WITH THE VILLAGE OF TEQl1ESTA ORDIYANCES FOR STORM WATER POLUITION TRANSPORTATION
AS-BUILT RE�UIREMENTS: PRLVENTION AND BEST AIANAGENENT PRACTICES. �
PEP - PER ENGINEERING PIANS
1. THE CONTRACTOR SHALL PROVIDE C0IAPLEfE AS-BUILT MFORIMTION TO THE ENGMEER IN 33. COMRACTOR TO CONSiRUCT CONCRETE PAD UNDER ANV REDUCED PRESSURE BACHFLOW PG - PAGE
ACCORDANCE WITH THE FOLLOWING REQUIREIAENTS: PREVENTER IF A PREVENTER IS REOUIRED PER THE PIANS. PI - POINT OF INTERSECTION
2. AS-BUILT DRAWINGS SHALL BE PREPARED IN AUTOCAD FORI.NT BY A REGISTERED IAND P&M - PLAT& MEASURED
SURYEYOR,AND SHAIL BE IN CONFORkANCE WITH ALL AUTHORITIES HAVING JURISDICTION. 34. ALL SANITARY SEWER CLEAh0UT5 iN PAVEIAENT ARFAS SHALL BE PER LOXAHATCHEE RNER�ISTRICT STPNDAR�SD-10. POB - POINT OF BEGINNING
FNE SET OF SIGNED BLUEPRI`JTS AI:D A SEf OF FUTOCAD 2012 DRAWING FILES OF THE
POC - POINT OF COMMENCEMENT
PROJECT SHALL BE SUBIAITTED TO THE ENGINEER FOR REVIEW AND APPROVAL 35. ALl SANITARY SEWER CLEANOUi PLUGS SHALL BE FLUSH WITH GRADE. (RECESSED) PP - POWER POLE d
3. PROVIDE BUIL�ING LOCPTIONS,FINISHED FLOOR EIEVATI0N5,PAVEMENT GRADES AND ALL PS - PARKING SPACES p
UNDERGROUND FACIL(TIES. 36. ALL SANITARY SEWER LATERALS TO BE WC SDR-P6. PT - POINT OF TANGENCY U O I
4. PROVIDE SPECIAL DEfAIL DRAWINGS AT LOCATIONS WHERE INSTAUATIONS WERE NOT AS PVC - PLASTIC PIPE Z � m
SMOWN ON CO`1TRACT ORAWINCS�UE TO FlELD CONDITIONS OR WHERE REQUIRED�OR 37. ALl FIRE HY�RANT ASSENBLIES TO BE RESTRAINED. R - CURVE RADIUS - U'
cua�n. RP - RA41P Z � a
5. PROVIpE LOCRTION,ELEVATION AND DESCRIPTION OF BENCHIMRK(S). 38. CONTRACTOR TO PftWIUE 12 GAUGE TRACKING WIRE ON ALL NON-RIEfALLIC WATER AND RCP - REINFORCED CONCRETE PIPE (n � N N O
SEVIER A!AINS AND SEMICES. R�W - RIGHT OF WAY � W M O�
6. LOCATE AND PROVIDE ELEVATIONS Of ALL STRUCTURES. LOCATION OF ALL STRUCTURES z W =
sHnu BE FRON(2)DIRECTIONS. 39. A VILLAGE OF TEOUESTA R�GHT-0E-WAY USE PERMIT IS REOUIRED wHEN wORKS O - SANITARY MANHOLE Z F Q x
�. LOCATE ALL PIPES AND PROVIDE THEIR SI2E,ELEVATION,LENCTH AND ttPE. ARE TO BE PERFORAIED IN SUCH ROW. GC SHALL APPLY FOR PERMITS AS REQUIRED. SAN - SANI7ARY LINE Q C� �p � �
UTILITY NOTES: 40. CONTRACTOR TO PROVIDE AND AIAINTAIN SIGNAGE FOR SIDEVYALK CLOSURE SWF - STOCK WIRE FENCE J W � �
AS PER PALIA BEACH COUNTY REQUIREMENTS AND F�OT REQUIREMENTS 00.00 - SPOT ELEVATION � Q � o
1. wHERE wATEft 1IAIN IS UID UHDER DITCHES,CULVERTS OR OTHER PIPELINES WITHOUT DURING INSTALLATION OF WATERA�AIN, SANITARY SEWER FORCEMAIN, SIDEWALK -SD- - STORM/ORAIN LINE � � � �
FlTfINGS.iHE NA%IAIUN DEFLECTION AT ANY JOIM SH4LL N0T EXCEED SOf.OF THE AND DRNEYJA7S. Z � w �
NA%IMU1A DEfIECTION RECOVNENDED Bl'THE IMNUFACTURER Of THE PIPE FURNISHED. C�� - S70RM MANHOLE O U' � � �
UNLE55 OTHExhiSE SHo'NN oN ORnH'MGS. 41. FDEP WATER AND WASTEWATER PER611T5 ALONG WITH THE CIN'S AND/OR COUNN UTILITIES -T- - UNDERGROUND iELEPHONE (J Z � � a
2. AlL NEW PIPE SNALI NAVE A NININUN DEPTH OF COVER OF 36 INCHES MEASURED CONSTRUCTION PERlAITS ARE REOUIRED. Z � � �
GROM TNE TOP DF THE PIPE TO THE GROUND SURFACE,EXCEPT AS OTHERWISE � - S70RM CATCH BASIN � Z Y � o
� NOTED ON DRAWIkCS. VERTICAL AND HORIZONTAL AUGNAIENT IA4Y BE ADJUSTED TO TB - TOP OF BANK Q p �'
NEET ADVERSE FlELD COh�IilONS UPON APPROVAL BV THE ENGINEER. S� a O � �
TP - TRAFFIC POLE
J, HORIZONTAL AND VERTICAL SEPARATION REOUIREIAENTS SNALL BE IN ACCORDANCE WITH - TRAFFIC SIGN O Z
LO%AMATCHEE RNER DISTRICT SiANDARD SD-3�FOR SEWER ANO VILIAGE OF TEOUESTA �
WATER DEPARiNENT(SECTION})FOR POTABLE WATER. 2
r - iRANSFORMER/JUNCTION BOX = M O
4. REfER TO LOXAHATACHEE STANDARD SD-30 SMO'NN ON SMEEf C-9,11�ILfIV DETAII SHEET. iR - TELEPHONE RISER m �
. 5. ALL WORK PERFORIAEO WITHIN PUBLIC RIGNT-OF-WAY REOUIRES A SEPARATE PERIAIT TSB - TRAFFIC SIGNAL BOX
ISSUED BY GOVERNING AUTHORIIY.GC SNALI APPLY FOR PERNITS AS REQUIRED. iSW - iR4FFIC SIGNAL V/IRE
N - CABLE N RISER �
6. WATER I:AINS TO BE PRESSURE TESTED TO 150 PSI FOR A 1W0(2)HOUR PERIOD IN �P - NP��A�
ACCORDANCE WITH STANDAR�S AND SPEpFICAT10N5 BY THE VILLAGE OF TEOUESTA UE - UTILI7Y EASEMENT
UiILITIES OEPARTIAENT,WHO SHALL BE NDTIFIED AT LE/ST 24 HOURS IN ADVANCE. UP - UTILITY POLE �
7. ALL D.I.GITIINGS SFULL BE THIN CEIAENT LINED. THE LINING SHALL COIAPLY WITH AN51 -W- - WATER LINE
SIANDAR�A21.4(AWWA C104-95,lATEST CEIAENT-1AORTAR LINING FOR�UCiILE IRON WF - WOOD FENCE
PIPE AND FITTINGS FOR WATER'. ALL BOLTS,NUTS,STU�S AND OTHER UNCOATED PARTS WLF - WETIANO FLAG
OF JOWTS FOR UNDERGROUND INSTALIATION SHALL BE COATED WITH ASPHALT OR COAL-TAR WS - WOOD SHED
PRIOR TO 6ACKFILLING.ALL GIRII:GS SNALL BE NECH4NICALLY RESTRAIIJED. ��- - WATER VALVE
-� - WATER METER
8. ALL WATER AN�SEWER CONSTRUCTION WIiHIN TME THE ViLIAGE OF TEOUESTA SHALL BE � - NUMBER ,JOB NO:
PERFORIAEO BY AN UN�ERGROUND UTILIN CONTRACTOR LICENSED UNDER THE PROVISIONS �
OF CHAPTER 4B9 OF THE FLORIDA STATUTES. - EASEMENT NUMBER
9. WATER SERVICE LINES CONNECTIONS TO NEfERS SHALL BE IN ACCORDANCE WITH DRAWN:GT
THE VILLAGE OF TEOUESTA STAN�AR�S AND SPEqGICATI0N5.
t
10. AS-BUILT DRAWINGS SHALI BE PREPARED BY AND BE SIGNED BY E.O.R.AND BE IN ACCORDANCE '� CHECK:SGH
WITH THE THE VILIAGE OF TEOUESTA REQVIRE4iENT5.
11. THE CONTRACTOR SMALL SUBAIIT SHOP DRAWINGS FOR ALL STRUCTURES AND AIATERIALS , �' DATE:NOV. 2016
TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND LONSTRUCTION.
12. ALL WATER AAINS SHALI BE DESWFECTED AND BACTERIOLOGICALLY TESTE�IN ACCORDANCE WITH j ' PLATE
THE VILIAGE OF TEQUESTN WATER DEPARTMENT IAANUAL 0�STAN�ARDS. // �j
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SHEET OF
� I I GENERAL NOTES: LEGEND cn �n
� PROJECT REDEVELOPMENT PHASING: �- �
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- j 1. EXISTING ELECTRIC / UTILITY / LIGHT POLES, BASES &
PHASE I: CONSISTS OF THE RELOCATION OF ALL BANKING � �
� �i I� � I `' ' -= OPERATIONS INTO THE EXISTING WATERWAY BUILDING ON THE ANCHORS TO BE REMOVED. SEE PROPOSED SITE ELECTRICAL � PHASE 1 DEMOLITION APPROXIMATE LI�dITS � �
I! t �i j ' � ��\��`� EASTERN SIDE OF THE PROPERTY AND DEMOLITION OF THE PLAN FOR RELOCATION OF ELECTRIC / UTILITY / LIGHT o O
i �- =-II %� � POLES & SERVISES.
I�� i ' i � � j �I j/ �. EXISTING 2 STORY BANK BUILDING ON LOT 1. � PHASE 3 OEMOLITION APPROXIMATE LIMTS w w
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« � i I � � i�' 1��' �` BANK BUILDING AND DRIVE THRU AND MAJORITY OF THE RELOCATION / PROTECTION OF EXISTING TREES / IRRIGATION � � � o
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ENCLOSURE. o 0
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" j � � � !� ��' \� PHASE 3: CONSISTS OF DEIAOLITION OF THE EXISTING DRNE > >
''S ' � � ` I . .� �! � �� THRU FACILITY/CANOPY AND THE WESTERN 700 SF OF THE � �
' ' �� � `��� \��� �\ EXISTING WATERWAY BUILDWG. CONSTRUCTION OF THE
� i� � ' i,n � . lj � PHASE 2 - SEE PROJECT DEVELOPMENT PHASING NOTES 4 �
�� � REMAINING EASTERN PORTION OF THE PROPOSED BANK
� I i' � � i �\ ON THIS SHEET
i � � � � , _�� BRANCH AND CONSTRUCTION OF THE EXISTiNG FACILITY SITE
` � �! i� i . � � I! --�� IMPROVEMENTS AT LOT 2. � �
� i; i I �; CONTRACTOR SHALL HAVE A PRE-DEMOLITION MEETING
- �!; i' > ; �� ; �� VJTIH OWNER AND ARCHITECT PRIOR TO DEMOLITION � � F
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� �i I � ;;x � E,� \�� STRUCTURES AND UTILITIES (BOTH ABOVE AND BELOW
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8 '
... . .. .. _ � ,�
� ' :=N 1£.3.03 � , ,� RAWN: GT
y- _ � � EXIST. SANITARY LWE V .26 NE r6 • ` t, CHECK: SGH
- � & CLEAN OUT TO � � $ RIM 18.1 4
`�� REMAIN AND BE , , 'lc (FI11 I f1F TFR
�- ._ i PROTECTED DURING XISTING STORM WLET � --,. ;j � � DATE: NOV. 2016
�- �-��-- CONSTRUCTION WORKS. AND PIPE TO BE REMOVED O .
EXISTING SANITARY MANHOLE �
� AND DRAINAGE INLET N � PLATE
" TO REMAIN AND
. �'� ��I��IZI�b''�Y ROr'�IJ �EiO I���J'��l �7 SHALL BE PROTECTED 10' 0 10' C-3
--.___ .. ......... . _. . _ ..... . ...... ----- --____. .. _...._.------ - ._... .....'.-. . .___ ' ....... ........
......_.._ ..._...._...
. _ ... _ �, .. _...__ __ .___...._. ....._.. ....... .. ......... . .
� SCALE: 1"=10' SHEET OF
A)5�LANDSCAPE STRIP REQUIRED
GRANTED LANDSCAPE WAIVER TO PROVIDE NO IANDSCAPE SITE DATA
STRIP. PROPOSED 5.9�MIN.LANDSCAPE STRIP WAIVER NO
LONGER REQUIRED.
CURRENT LAND USE: COMMERCIAL : FUTURE LAND USE: COMMERCIAL
8)HEDGE RE�UIRED 24" O.A. GRANTED LANDSCAPE WAIVER CURRENT ZONING DESIGNATION: C2 (COMMUNITY COMMERCIAL DISTRICT)
-s raFFc- 1n' n c aFnuiem TO PROVIDE HEDGE. PROPOSED TO PROVIDE REOUIRED HEDGE.
�� GRANTED LANDSCAPE WANER TO PROVI�E 2 TREES. 20NINC: C-2 COMMUNITY COMMERCIAL LAN�SCAPE YJANER NO LONGER REQUIRED. PARCEL CONTROL NUMBER:60-43-40-30-00-004-0031 �INCLUDES LOTS 1 AND 2� � i-�-
PROPOSED TO PROVIDE 3 TREES. LAND USE: COMMERCIAL z Z
LANDSCAPE WAIVER NO LONGER REQUIRED. C) 13 TREES O.C. REQUIRED. GRANTED LANDSCAPE WAIVER TO TOTAL GROSS SITE AREA 0.71 ACRE 30,952 SQ.FT. � � Z
PROVIDE NO ikEES. PROPOSED TO PrtOwDE iHE rtEOUiRED t3' TOTAL NUMBER OF UNITS (MULTI-FAMILY) NOT APPLICABLE � � �
II � � TREES AT 30' O.C. LANDSCAPE WAIVER NO LONGER O O tn
' ' TEQUESTA SHOPPES � REOUiRED. TOTAL SQUARE FEET OF PRIMARY STRUCTURE 2,290 SQ. FT. � � >
�� - i r._ .._.____
� � ii EXISTING TEQUESTA TOTAL SQUARE FEET OF CANOPY 718 SQ. FT. w w �
II � �� i ---�-_ , -�-�� `� \ SHOPPES PLAZA '� �� TOTAL FOOTPRINT OF BUILDING IN SQ.FT & % 3,008 SQUARE FEET, 10% w w
� _. .
�� = I I� T _ - - _ �
$ e ' I _.`_ i %�� \,\:?� .% :;' � !n �� \
.� TOTAL SQUARE FEET OF DUMPSTER 156 SQ. FT. � �
� OVERALL MEAN BUILDING HEIGHT AND NUMBER OF STORIES 23.5' 1 STORY BUILDING a a
II �'�� -� �J � � �� ��1� � � �� � / � � � \ FINISHED FLOOR ELEVATION FOR ALL STRUCTURES 22.50'
i
i
��e �
II �b� d c.� �i ' ' `'� ��`� �\�a _\�. \ \ OfETEWE5TA�6Tnu0ARDSADSaEGGICATI0N5 TOTAL PROJECT DENSITY IN UNITS PER ACRE, IF APPLICABLE NOT APPLICABLE � �
v .._ .... ._._ ______ \.'_
; ; ' -- \� \ � ��� �� ���' TOTAL PROPOSED OFF-STREET PARKING SPACES 12 SPACES AND 1 HANDICAP SPACE n ^
. �� � �= : �_ ,- � .:_ �
II �r� ' , � "� % � -�_,. HEIGHT AND LOCATION OF PROPOSED FENCES AND/OR WALLS 6 SCREEN AROUND DUMPSTER PAD o o �
- Ei� 4 .,..w .,. �c. ....s � 26.00 ri Q
�0-- .--�(\ so.00' , nccess PROPOSED DRIVE AISLE VJIDTH 26' (TWO-LANE) AND 16'(ONE LANE) N � o
I ��� E L ACCESS ,..� ' i EASEMENT .
�'- ' : rr�: :a �-
I ` ; . � EASEelENT / -" �' � ,�,;��"�; PROPOSED SIDEPJALK WIDTH 5 AND 6' WIDTHS a v
� ' ...: ..., �.::_ � 25460'
;; .. :. .� � ._ . __._.._ ..� .__�...
i, � .r. �
rxorExn unc _ . ..8:24'" .. ..
- � �.9 � a _ a �o�_ - BUILDING DATA
I � na°Pu oyAiwi R25.D¢' LAND$CAPE BUFFE ' " _ __ _' ' " __ __ _ _ __ __." ' " ' i
', ' _"" ""_ __ ""_ '_ ._ _ '_ '." '
�; . TOTAL SQ.FT. LOT COVERAGE IMPERVIOUS AREA OPEN SPACE AREA
__ !� o,� � A 16. • ����- ,� - - - - --- -- �xr �
�� 3,008 SQ.FT. 21,318.33 SQ.FT. 9,633.67 SQ.FT.
` u,'� EXISTING ACCESS PRoa05c0 TRANSFO � i �� Q �
EASEMENT TO BE o 'ti PERCENT % OF SITE �0%' 69% 31% }�
' F � (SCPEENED W1TN lANDSCAPINC) �'�.� �°� I-
� y' REALIGNED ♦ AE�ER TO UN�SCAPE PlA��S i �w� W
� i�n� ZONING: C-2 COAIMUNITY COMMERCIAL Q�
��a i n ; ' w ,o, LAND USE: COlAA�ERCIAL IMPERVIOUS AREA SUMMARY LOT COVERAGE � �,.``�-�
��� N N N ASEMENT TO BEi � i Zi (�� _
� � �' �.' m P REALIGNED� I � Ci qi DESCRIPTION AREA (SQ.F7.) LOT AREA - LOT 1 30,952.00 SQ.FT. W~ �-�
m'w �i �o' o. +. '�. 26.00'-'{ .� � �i�; i-O� =u.
F, e ra. BUILDING 3,0 0 8.0 0 BUILDING PLUS ENTRY 2,2 9 0.0 0 S Q.F T.
I '�" �� � OO R3.00' B � ZONWG C 2 COIAMUNITY � � ��oi PARKING/ROADWAY/PADS 77.005.83 DRNE-THRU CANOPY 718.00 SQ.FT. ~ �a z
p 6.00' C061MERCIAL �T 6.00' R3.00' �.„ � ��
�`� A �� .' - vmeei s�oa ' O2 � 4 . SIDEWALKS 1,304.50 TOTAL 3,008.00 SQ.FT. m
IOMI �,� .. 4.00'LAND USE: COMMERCIAL � s'wau 4 .Y . 0] w Q
: � ��0� 16.00' . Q scae[r�� (rn.) O Z�
�'BB&T '�' I•�F � � o� TOTAL 21,318.33 LOT COVERAGE 10 � <409 A�AX. d J
1 BB&T BANK FIRE LANE q m w
��SIGNNm' o� t� AREA =2,29D SQ.FT. �- 5.00' B 2 N p� �
� F.F.E.= 22.5' q,00' Q iz�.e � BUILDING SETBACKS
114.05' N 19.00'1 - LOT 1 , 18.00' I ' �` �yf
l .t� � � B� Rq.so' { FRONT (W) SIDE (N) SIDE (5) REAR (E) �--
is.00- � � (n
q�� - � � � aw� SETBACK REQUIRED 25' 10' 20� 0'
❑H 91 Z � N 26.00'� '^��z w SETBACKS PROPOSED (PRIMARY) 92' MIN. 10' 37' 112'
is.00� �
�, ' � �-• H� \ � �,: ,, ..� ..�-. � :°.•� t12.0' �'�aQ SETBACK PROPOSED (ACCESSORY)* 233.5 MIN. 11' 94' 5.5'
; �. � � �, -�� 175�, �� - �- � ��- �� �-� ° � � Rt0.00' "'� � <�w •DUMPSTER ENCLOSURE
i `Sl� �-, �� __ _� 20 BUlLDlNC SETBACK �_� _ _____ __ _ _ _
ZONMG -U Mixeo use ` R30.62' � C � �; B N E � � O LANDSCAPE SETBACKS
LAND US: MI%ED-USE �, ' �_.__.--.- o _ __Z6_00_ � 'a
f0" LANDSCA a�FFes o � � - +� FRONT (W) SIDE (N) SIDE (5) REAR (E)
5.00' in �H R500' i:' SETBACK REQUIRED 10' 5' 10� 5'
I . ....� _ � ,... . . �'.:.�_.� �.f�.: ;� ' I I I � : : ����-'- �� SETBACKS PROPOSED (PRIMARY) 26' S' 10' S'
___... .-. - IPE LANE SIGN PER HIPA AND NLLAGE �
� --- --�� _ , Of 1E011ESTA STAN�NFDS AND SPECIFICATONS
; ,,. � G _...PR�Rn� R2�.00, �
'- M C N RZS.00� PqOPO5E0 GIPE HYDR�NT PARKING DATA
i � 225.73' � N USE REQUIRED PROVIDED
I i i � ',I:'�;J� ,�Y �����,,�� /G'C�' �� '��'1 PROPOSED 8'%8'UTLItt EASEUENT BANK 1 SPACE�ZOO GFA = 'I Z �2 . O
l / i"IXt fiRE HIDRAHT
,_.__ ....... _____ _ _.._.v' ___ . ___. _ ........_... . . ..........__ H.C. 1 PER /25 SPACES = 1 1 U o
TOTAL 13 Z p m
- � � a
ZONING C-2 COMMUNITY COMMERCIAL DRIVE THRU FIVE TANDEM WAITING SPACES 75 '-:.�.Z � �
LAND USE: COAAMERCIAL WAIVER TOEPROVIDEN47<NTERIORULA DSCAPETPROPOSEDAPE PER DRNE-IN LANE= 15 (n��� � N o
SITE PLAN FOR LOT t PROVIDES 15%INTERIOR LANDSCAPE. Z w N M °'
LANDSCAPE YJAIVER NO LONGER REOUIRED.
Z ¢ X
Q Uj O Q
B)607 NATIVE PLANT 61ATERIAL REQUIRED. GRANTED ~ Z o O "
LANDSCAPE WAIVER TO PROVIDE 417,NATIVE PLANT � W � �
AIATERIALS. PROPOSED TO PROVIDE 649,NATIVE PLANT � p
MATERIAL THEREFORE LANDSCAPE WAIVER NO LONGER � � � �
REQUIRED. O U, Z J �
(� `Z- Y Z a
.r
I
~ Q � N rn
� � a o ' w
KEY NOTES rn Z
= o
a
❑q PROPOSED PYLON SIGN
, NOTES �
�g PROPOSED TURNDOWN SIDEWALK (5' MIN.) LEGEND
� PROPOSED CURB & GUTTER EXTENSION 1. FLOOD ZONE DESIGNATION:ZONE C PER FEMA PANEL 120228 0001C �
REVISED SEPTEMBER 30,1982. NO BASE FLOOD ELEVATION ESTABLISHED PER 6. THE BANK HAS AN EXISTING GRAVITY SEWER LINE CONNECTED TO
O PROPOSED STOP SIGN � FEMA. AN LXISTING SE�VER MANHOLE ON �'lATERWAY ROAD. TnE EXISTING �
PROPOSED CONCRETE PAD/SIDEWALK SEWER CLEANOUT WILL BE REMOVED AND A SEWER �ATERAL WILL BE
2. LATITUDE: 26.959478 LONGITUDE:-80.084283
O PROPOSED DO NOT ENTER SIGN INSTALLED AS SHOWN FOR THE NEW BUILDING. SEWER CONNECTION ON
PROPOSED ASPHALT PAVEMENT GPS: 26'57'34.1208"N, 80'S'3.4188"V! (SOURCE:WNIW.LATLONG.NET) THE EXISTING MANHOLE AT VlATERWAY ROAD TO REMAIN.
O PROPOSED TYPICAL SIDEWALK � 3. EXISTING FIRE HYDRANT LOCATION - THERE ARE 2 EXISTING HYDRANTS IN �, pOWER AND TELEPHONE CONNECTION - THE EXISTING BANK PLANS
THE GENERAL LOCATION OF THE BB&T BANK. THE FIRST HYDRANT IS DIRECTLY TO MAINTAIN THE SAME SERVICE PROVIDERS FOR THE NEW BUILDING. JOB N0:
H LANDSCAPE OPEN SPACE O PROPOSED FIRE HYDRANT ACROSS US HWY 1 AND THE OTHER HYDRANT IS ACROSS WATERWAY ROAD. A
� NEW FIRE HYDRANT IS PROPOSED TO BE INSTALLED AS SHOWN ON THE SITE SERVICE CONNECTION POINTS AND METERS WILL REMAIN WHERE THEY
� PROPOSED DUMPSTER PAD WITH 6' SCREEN � PROPOSED TRAFFIC SIGN ARE, HOWEVER, THE ELECTRICAL AND TELEPHONE LINES WILL BE � DRAWN:GT/FDD
,�I� PLAN. RE-ROUTED IN ORDER TO CONNECT TO THE UTILITY ROOM IN THE
� PROPOSED RIGHT TURN ONLY SIGN " LJ PROPOSED LIGHT POLE 4. EXISTING UTILITIES AND CONNECTION POINTS - THE EXISTWG BANK'S NORTHEAST CORNER OF THE NEW BUILDING AS SHOWN. � � � CHECK:SGH
❑ DOMESTIC POTABLE WATER SERVICE IS COMING FROM AN EXISTING WATER 8. PLANS SHOWN ON US HWY 1 DEPICTS FINAL MODIFICATIONS PER }
METER ON THE WEST SIDE OF THE BANK. THE NEW BUILDING WILL USE THE ON-GOWG ROADWAY IMPROVEMENTS BY FDOT. THIS MCWDES THE � i
M EXISTING SIDEWALK --- BUILDING SETBACK LINE � . '�l�.., �1� DATE:JAN. 2017
❑ SAME METER UNLESS THE UTILITY DIRECTS OTHERWISE. HOVJEVER, THE SERVICE BICYCLE PATH AND CHANGES TO EXISTING SIDEWALKS, SIGNAL AND POLE
LINE WILL BE RECONFIGURED AS SHOWN ON THE SITE PLAN. LIGHTS ON US HWY 1. N '��� PIATE
N❑ PROPOSED FDOT TYPE F CURB .� PROPOSED TRANSFORMER PAD 5. A NEW IRRIGATION METER AND SERVICE LINE IS PROPOSED FOR BANK g. IN ORDER TO CONSTRUCT THE REQUIRED 5' WIDE CONCRETE i�\ . '
0� PROPOSED FIRE LANE SIGN O6 N0. OF PARKING STALLS BRANCH LOT 1. SIDEWALK EXTENSION AND RELOCATED DRIVEWAY, A SECTION OF 20' 0 20' .
WATERWAY ROAD WILL BE MODIFIED TO INCLUDE CONSTRUCTION OF C-4
ADDITIONAL CURB AND GUTTER AND RELOCATION OF EXISTING UTI�ITIES. SCAIE: �"=20'
SHEET OF
LEGEND
� CONSTRUCT TURN DOWN SIDEWALK ADJACENT TO PAVEMENT AND � CONSTRUCT FDOT CURB AND GUTTER TYPE F, PER FDOT
PARKING. DO NOT EXCEED 5% RUNNING SLOPE & 27 CROSS SLOPE, STANDARDS DETAI�S INDEX No. 300
SEE DETAIL ON SHEET C-8. O PROP. CONCRETE SIDEWALK WITH 5% MAX RUNNING SLOPE & 2�
� CONSTRUCT HANDICAP ACCESSIBLE (6' LONG) RAMP WITH MAX CROSS SLOPE, SEE TYPICAL DETAIL ON SHEET C-8.
DETECTABLE WARNING SURFACE PER ADA, FDOT, AND VILLAGE OF � pROP. 5' WIDE CROSSWALK. DO NOT EXCEED 5% RUNNWG SLOPE & N
TEQUESTA STANDARDS AND SPECIFICA710NS. DO NOT EXCEED 1:12 2y, CROSS SLOPE. SEE SHEET C-8 FOR TYPICAL DETAIL. z
RUNNING SLOPE & 27 CROSS SLOPE. SEE SHEET C-8 FOR o
TYPICAL DETAILS. � PROP. ADA DETECTABLE WARNING SURFACE. CONSTRUCT PER ADA, in
FDOT, AND VILLAGE OF TEQUESTA STANDARDS AND SPECS. >
O PROPOSED MIN. 5' LONG CONCRETE LANDING 27 MAX �w
SLOPE IN ALL DIRECTIONS. CONSTRUCT PER ADA �g PROP. ADA HANDICAP PARKWG STALL, HC SYMBOL & ACCESS
AND VILLAGE OF TEQUESTA STANDARDS AND SPECS. AISLE. STRIPE HC STALL, SYMBOL & AISLE PER ADA
CONSTRUCT FDOT TYPE F CURB AND GUTTER, PER FDOT REQUIREMENTS. PAVEMENT SHALL NOT EXCEED 27 MAX SLOPE IN
❑4 ANY DIRECTION. SEE C-8 FOR DETAILS.
STANDARDS DETAILS INDEX No. 300
�
' 10 Q 10 �
._. _...__-------... .........._........._--- .-__ � �
a
qza � i i� � � �� �� � � � o
�-o q �j � � ` i__ % �� � 254,60' � � �'% scn�E: i'=�o'
,. _
—
Q= i ; ; —__ �
w tn r- ' I I; . -
. ti u I Ir J� � \ � ,26.�0 �
a}� �! � SAW�?L"UT EXISTING PAVEMENT ; � _ � ,� f. '.
a a I cuR nnEE� a��-�nA�c� I 30.00' � '
' NEW PAVEMENT AND lt�k$�IA�L DROP - �"` ` ° ' ' ACCESS
�_3� AND
i WIT� �
;B � � ACCESS ,�-�� � � , EASE
,
, ,
Rzs.00� �' EASEMENT � `' ' `��' �`" M
� i' `\\ , � ;
�
i � -�� ,,;; � 1 . „ u�i Q°a
6 87' r �
a�o i .;. .._ _ , � %. _ _ — -- f _ _ _ ,�;� �� =o �
31.97 �' 4�:�, . '2-; , _ R4,00' L3J2' PROPERTY LINE . 9,61' -- C�O =Q �
, _ - _,,.. -- _._ __._ �
. ;:. _ -- -- --
PROPOS D RIGHT � � �� � � S89°55'42'E 8 23, �- F, J Z� �
TURN o �v � i _5'_ LANDSCAPE BU�'�F'�'R_ _ _�_ __ _ . iz.as� �
� � - -- - �- - -- -- - -- - - - - - - - - - - - - - - - - -26.00- -- -i�so- - � m oa w
i 6 2'
� — — — — — — — — — — — — -�6. = _ �— _ 18 1�' ° — � — — — — — — — — — —' m � �
— — — — — — — — — — — — — — — — — —
� 10 BUILDING SETBACK accEss �� � ' s,s�' ~
I � 4 � EASEMENT o � . a � a I � � � � W O
R1,00 i 15.00' a _ i o a � J
00 0�0o i i � ° a � o i i
� 42,34' i i � ��I �
� � �' 4.48'�. .. . �. . 'a. � ASPHALT I I �1.OD' �- �� � �
I I I � - � � PAVEMENT I I f�� Z
�1ASPHALT
� I I
R4 .00' '�I�i 4 i R19.65' PAVEMENT � ` � SEE SHEET� �i �
� y[,' 1 � � � � � DE.1 DUMPSTER W
� z �� �� ° a � SCREEN� WI � i Q�
� w �I �I " � DETAILS� �j� N �
, '•' 31G W ��� �i R8.00' a .3A,40' � i 1/24°jf a'� �, I
j r; ��fy fzj� 4 30,27' 6.93' � U� � �
i � ,I � �. O R3,00' —�6,00'� T. R15.OP � � �l I �
�i � a a � b.00' i i O a � �
� 11.14' I� �! 21.96 ❑O� 4•��� - TRANSFORMER -_ L4. � 4 � � � � o
I I 'ti 16.00' PAD WITH � a
I � � q� r~ ` � L LANDSCAPE e �❑° � �6.00' � � '- j
a� , , � BB&T ,J� 4 r I ' SCREEN 18.00' ACCESS I ��� i L _ o �
� � '`� i BB&T BANK , EasEMENr � �
I I � PYLON �� . � 5,00' LANDSCAPE I � - "' � �
� � , W� 'i' 1z,00 ' A R E A =2,2 9 0 S Q.F T. AREA ` ~ N �
� � SIGN ai.s�� I �
� � � M O�
� , � 4 < � � F.F.E.= 2 2.5' ° o ' , ' G " o
� � 4,00' 2 9,4 3, o � 4 1 2 1.8 9' . m � �
ila.os� � ' �! LOT 1 , ! G o 0
� � �o.00- S,00, � ° ° a o e ° ��.00' R4.50- , � , ' _ � � o
� � � — � � i
� 12�`� � / pp a � I ., Z � rn
� l � � � 10,00� a � ASPHALT I 4 � .� z Y s a
I \ � � 6 � PAVEMENT � � I 3 _ z o o a
I � /IQ� . O .. . � .. 0 Ny. �
-_ . -� \ '.❑� \ a / � � ' 'v ` O �
� �� � 3 ` i � 26,00' I � m o
� \\ � R15.00' 11.94' LJ a 1�.0.� 5.30'0 4a 0� a a 8,00'• R3J5' i
a o x
� I z a
I \ \ , a.. .� . I I �
• i i � ^yd 8 5.00' 4 R2,00' R5.00' 17.95' R10.00' � �
° , si.2o� � � 20' � ILDING SETBACK �_ _ � _ _ _ _ _ _ __
- - - - - - - - - - - - - - - - - - - - - -
� � - - - - - - - - - - - - - - - - - - - - r � I �
� 16, 36.66' 36.86' o qSPHALT 16.00' I I
� �'v� �\ R30,62' � � PAVEMENT � �� I �
4 I
I °o�4s � _ �--26.00�— — �— -20-00J
�' - - - - - - - - - e ��°� >0' LA DSCA BUFFER s ' � - - �
I I S.00� � � JOB N0:
'� PROP. TRAN ITION CURB F M FULL HEIGHT TO 0.50' Q
� ��� . , FLUSH W 2' T BOTH SIDES. S89°54'38'W S,S6' � I I fi � DRAWN: GT
- -- �--_ �....
I , ..__ __. . . .. ..oo .
� � 113.71' � � ' " " '
� , ; a ° . a 2 aa go 0
i
. _ a- . o �+�` I� � CHECK� SGH
' �' - -- ---- _..: ---- Q 4 .o
I 1� �.� __ R25.00'R21,00' ,;.; 1' ��• F ' DATE: NOV. 2016
� Y -,i• .._ PROPERTY LWE
\ , �
� 'r �'� _ ' - - - - t PLATE
� � rc: i: �� 63.90' — — ,, �
' i 22s,73' G5
SAW CUT EXISTING PAVEMENT
AND MEET AND MATCH WITH NEW PAVEMENT SHEET oF
DRAINAGE NOTES: ROOF 8c YARD DRAIN CONNECTION NOTES: �'
1. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER FDOT STANDARDS AND SPECIFICATIONS, INDEXES 200, 201, 232 & 234 AND VILIAGE ~
OA CONST. 72" PVC ROOF DRAIN PIPE AT 1.0% MINIMUM SLOPE AND CONNECT TO STORM LINE OR PROPOSED INLET AS SHOWN ON THIS PLAN. PROVIDE W
OF TEQUESTA STANDARD DRAWINGS AND SPECIFICATIONS. (ALL STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING. �
CONNECTIONS AS SHOWN. COORDINATE WITH ARCHITECTURAL AND PLUMBING PLANS.
2. STORM DRAIN PIPES SHALL BE INSTALLED USING BEDDING AND TRENCHING TYPE "A", PER VILLAGE OF TEQUESTA STANDARD DETAILS, UNLESS O CONST. 6" PVC ROOF DRAIN PIPE AT SLOPE 1.0� MINIMUM AND CONNECT TO STORM LINE OR PROPOSED INLET AS SHOWN ON THE PLAN. PROVIDE PIPE TURN �
OTHERWISE INDICATED BY THE ENGINEER. SEE STANDARD DETAIL SHEETS. UPS AT DOWNSPOUTS AS SHOWN. COORDINATE WITH ARCHITECTURAL AND PLUMBING PLANS.
3
' 3. ALL HDPE STORM PIPE CONNECTIONS AND JOINTS SHALL HAVE PREMIMUM NJATER TIGHT COUPLER CONNECTIONS AND BE WRAPPED WITH FILTER CLOTH C CONSTRUCT 6" PVC CLEANOUT WITH TRAFFIC BEARING TOP WHERE REQUIRED. SEE DETAIL SHEET. w
SEE PIPE CONNECTION DETAIL ON DETAIL SHEET C-10. w N
� z
4. STORMTECH SYSTEM TO BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND SPECIFICATIONS. �
STORM PIPE TABLE DRAINAGE STRUCTURE TABLE w '�'
a >
5. STORM STRUCTURE SHALL BE IN ACCORDANCE WITH FDOT INDEXES 200, 201, 232 AND 234 (ALL STRUCTURES AND TOPS SHALL BE TRAFFIC BEARING). p-1 CONST. 85 L.F. OF 18" RCP � 0.57 SLOPE canrEiaih� PIPEINVERTELEVATION w
P-2 CONST. 144 L.F. OF 18" RCP � 0.5% SLOPE STRUCTURE TVPE o �
ELEVATION NORTH EAST WEST SOUTH w
P-3 CONST. 42 LF. OF 18" RCP � 0.5% SLOPE S-1 FDOTTYPE"C'INLET zoas is.ss is.as N
>
DESIGN STAGE ELEVATIONS: P-a CONST. 27 �.F. oF 18" RCP � o.s� s�oPE
P-5 CONST, 42 L.F. OF 75�� RCP � O.rJ% SLOPE 5-2 FDOTSTDTYPEIMANHOLE 2z,85 15.42 15.42 �
25-YEAR STORM EVENT: 15 49 P-s CONST. 20 L.F. OF 18" RCP � a.s� SLOPE s-s FDOTCURBINLET ,s.ao ,s.o, ,4�0
100-YEAR STORM EVENT: 16.71
$-4 FDOTCURBINLET 18.80 72,66 1280 12.88
i� y .._._.______.
.__...__._ r
� S-5 FDOT7YPE`C"INLET 1$,00 1245 12.45 �
W
''� S-6 FDOTTYPE"C"WITH �g40 1155 1155 � Q
. M1IANHOLE TOP
n �
i:\ ;
$-7' FDOTTYPE"C'INLET t7.30 72.8 �.23 12.8 �
i; � 7
i SAW CUT EXI-71 G ����� I�. - �� �
i� r-=:—_--
� I II
I,� c --
i� ; _______—;�i-�r� EXISTING TEQUESTA
' � �,� =� SHOPPES PLAZA
� �, — ---- __> ___,
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' �����
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� �� \���,_, PROPERTY LINE z
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� � a ° 1 _ � � i.,
a r
I i CONNECT NEW 1 " PVC POTABLE WATER °' a a i � � I \ �
I I SERVICE TO EXISTING POTABLE a ° '
•. ;� i � •
° e i � r � '`,
j 1" WATER METER (FIELD LOCATE METER); � �_1 , �� _�/ �
�°�°�e�o I INSTALL BACKFLOW PREVENTER � ° � Ct� � �- � - -� I , \ � � Q
j � I AND 2 BAL�ALVES IAW STD DETAIL D3 ° a �. . � ' � �� 4 � � , �r., ,a I ' � � a �
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EXISTING T
WATER MAIN �j � INSTALL 2 PVC � p � � p e i I -r i�E i'; � ��� � i `�I: I
� CAP FOR FUTURE , � I ` �
II', I I CONNECTION TO IRRIGATION ° a a ; � a . �<__ I I _ i I i__ . _ i i � ! �
rC � SYSTEM °°. °. L - - 1�-
- - - - -- - - - - - - - - - - - - - - - - - - m
-i i �
� � i , i � }�
� �: BB&T BANK i ^i � _�
�� y '" " `�„ AREA =2,290 SQ.FT. ° T i \ C�� �o
i ^ '•+ CONSTRUCT 1� \ � W =LL
� i �. Pvc POTae�E LOTE.1 22.5' a°= i i ��� Z
� ��WATER � . ,.a� . - I I � z� Q�
� O I SERVIf�E IAW ' � � CONSTRUCT ° CONSTRUCT d I I ` �� m o� �
� � � VILLAGE OF � �
�' _, TEQUESTA �� � I ( LF. 6� I 6" CLEANOUT � � m ~
� � STANDARDS � INV:--E6. -19.3# °- I I
�
I I �w ' o i I (SEE DETAIL) a � I ' W
INSTALL DOUBLE I �4 "�
STRAP SADDLE I a I �
I �
AND CORP � � „ P APPROXIMATE ° ` a I I � LOT 2 �
STOP PER � j �\ LOCATION OF EXISTING � I � �
VILLAGE STD I i SEWER CLEANOUT TO ° I I
DETAIL D1 � ' BE REMOVED I.E. 18.98t CONSTRUCT F �a � �
� �°� (FIELD VERIFY) ' 6" PV� (SDR � �
� INSTALL 2" IRRIGATION `\ �.\ � � Q � S = 'Q.5% MI � I
� METER W� METER � � �., � PROVIDE AND INSTALL
� BOX, REDUCED PRESSURE �� �° a INSTAL•,L 1-'� STANDARD
� BACKFLOW PREVENTER X V y r r r S��� 1�'" R,S)G.V FOR � � ASSEMBLY IAW NT
I � AND 2" BALL VALVES IAW WATER TO BUILDING POTABL � � VILLAGE STD �
� LLAGE STD DETAIL D3 GO OVER /" � WATER SERVICE DETAIL D10
� STORM � I I _ _
� ��CONSTRUCT 6" CLEANOU7 � � d
I o
� SEWER �AN SAN �---� INV. EL. 19.10t (SEE DETAIL) � ' (j o� �
� � I PROPOSED z o' �
_ �.,; . ..___ . INS __ _ _ _ �, . __........ --...... _ - I � EASEME Z w: �
__...._. _ ;,; �;'
_ _ ^ �
=o '°°° TALL WYE FITTING CONSTRUCT 63 LF. ^� � � - , NT � w �' N o
AND NEW CLEANOUT � M m
� � (SEE DETAIL) 6" PVC (SDR 26) I � � Q z F'i o X
� _� � S = 0.5% MIN. � c� o � �
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j ^ — �_;{ VERIFY LOCATION _...._ O � �n d �
PROPERTY LINE �` -_ U z z z �
� OF EXISTING SEWER � Z +y o a
I
, i � LINE (TO REMAIN) ~ a o � �
i � a � �
I I EXISTING SANITARY SEWER MANHOLE TO o 0
� RAISE EXISTING SANITARY = ,� _
� � REMAIN (VERIFY INVERT - SEE NOTE 5� SEWER MANHOLE TOP TO °' a
� ��� , , ,, , � , f-. �, • ,-, ; , PROPOSED GRADE.SEWER TO
. I I 1 j;��. d_1( ,'� . ) �/�'. � �
� � �') � ( .'� �� l�_1 � 1' �1 : r_l , ;. lJ I i {'j � REMAIN OPERATIONAL
.J ................ ... - - ._ -__ . .. . i� . _..... ------ . ... . . � _..... . __.
__. _ . _..._ . `�/l
_ NOTES y,
LEGEND (DR 18) FOR FIRE HYDRANT �
t. SEWER MATERIALS AND CONSTRUCTION SHALL BE IN FOR LOT 1 ��
-+�l/I/1�- PROPOSED BACKFLOW PREVENTER 3. THE BANK HAS AN EXISTING GRAVITY SEWER LINE CONNECTED TO
ACCORDANCE WITH LOXAHATCHEE RIVER DISTRICT'S AN EXISTING SEWER MANHOLE ON WATERWAY ROAD. THE EXISTING (PAVEMENT SHALL BE REPAIRED
h� PROPOSED METER STANDARDS AND SPECIFICATIONS. SEWER CLEANOUT WIL� BE REMOVED AND A SEWER LATERAL WILL BE AFTER WATER MAIN JOB N0:
INSTALLED AS SHOWN FOR THE NEW BUILDING. SEWER CONNECTION ON INSTALLATION�
—snN — PROPOSED SEWER LATERAL 2. WATER MAIN MATERIALS, CONSTRUCTION AND THE EXISTING MANHOLE AT WATERWAY ROAD TO REMAIN. � � DRAVlN: GT
PROPOSED WATER SERVICE TESTING SHALL BE IN ACCORDANCE WITH VILLAGE OF " " 'y
TEQUESTA WATER DEPARTMENT MANUAL OF STANDARDS. 4. POWER AND TELEPHONE CONNECTION - THE EXISTING BANK PLANS MAIN, PROVIDE 8��X6�� TAPPING � �
—� PROPOSED FIRE HYDRANT TO MAINTAIN THE SAME SERVICE PROVIDERS FOR THE NEW BUILDING. . ��� � CHECK: SGH
2. EXISTING UTILITIES AND CONNECTION POINTS - THE SERVICE CONNECTION POINTS AND METERS WILL REMAIN WHERE THEY SLEEVE, TAPPING VALVE, j
—snN —o PROPOSED SEWER CLEANOUT EXISTING BANK�S DOMESTIC POTABLE WATER SERVICE IS ARE, HOWEVER, THE ELECTRICAL AND TELEPHONE LINES WILL BE VALVE BOX AND COVER � *�� . DATE: NOV. 2016
... .. ......... ...... __. .._ ._.... _ _._. � .......
....... �.;....
►� PROPOSED GATE VALVE COMING FROM AN EXISTING WATER METER ON THE WEST RE-ROUTED IN ORDER TO CONNECT TO THE UTiLITY ROOM IN THE � pLATE
SIDE OF THE BANK. THE NEW BUILDING WILL USE THE NORTHEAST CORNER OF THE NEW BUILDING AS SHOWN. � ., �,`� -
... ._ _- .._ - - BUILDING SETBACK LWE SAME METER UNLESS THE UTILITY DIRECTS OTHERWISE. �D,' � 0 10'
HOWEVER, THE SERVICE LINE VJILL BE RECONFIGURED AS 5. CONTRACTOR TO VERIFY EXISTING SEWER INVERT AT MANHOLE AND C-�
(;����---•�_----- EXISTING SEWER MANHOLE SHOWN ON THE SITE PLAN. DETERMINE IF MIN. 0.59 SLOPE CAN BE OBTAINED. CONTACT ENGINEER f N SCALE: 1"=10'
'�' IF ADJUSTMENTS WILL BE REQUIRED. SHEET OF
S-1 (DO NOT ENTER) SIGN & R7-1 PAVEMENT MARKING NOTES:
(STOP) SIGN, BACK TO BACK
30" X 30" MIN. LANE WIDTH 7. PAINT COLOR TO BE 'WHITE" FOR ARROW AND LETTERS.
"DRIVE-THRU" LETTERS TO BE E�ONGATED HELEVEfICA
MEDIUM - 4"\41DE STROKES. F �
24" STOP BAR � 2. ALL PAVEk1ENT MARKINGS EXCEPT PARKING STALLS SHALL w w
FTP-52-06 N BE ALKYD THERMOPIASTIC 90 MILS IN THICKNESS W g � N
STOP SIGN (R-1) ACCORDANCE FDOT STANDARDS. � � Z
RIGHT TURN ONLY SIGN 1-1 (STOP) SIGN, R5-1 (DO NOT ENTER) SIGN & R1-1 " p p p
30"X30" MIN, (STOP) SIGN, BACK TO BACK 30" X 30" MIN. N 3. PARKING STALLS SHALL BE PAWTED WITH WHITE LATEX U U �
30" X 30" MIN. FIRE LANE TRAFFIC PAINT. 3 3 >
SIGN w w W
,. � , Ta �
� � �: ' �► a 4. ALL PAVEMENT STRIPING SHALI BE IN ACCORDANCE WITH W w
� fDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX � �
��. i� ..�.:::._. _____ . .._ .... - ---- --------. .......... ._-------- ----- N N0. 17J46. � �
�. . -. ... .-._ _....:::::_ .:.:-- -- � w w
1 5. HANDICAP SYMBOL SHALL BE 4"WIDE THERMOPLASTIC a a
BWE TRAFFlC PAINT IN ACCORDANCE WITH FDOT INDEX
•: STOP BAR WITH TEXT N0. 17346. SEE DETAIL ON SHEEf C-8. N ^
NOT ♦L� � * N.T.S.
ENTER) ;� BAR •�p •p � � 6. HANDICAP PARKING STRIPES SHALL BE 6"WIDE o 0
SIGN _ � THER610PLASTIC TRAFFIC PAINT IN ACCORDANCE WITH N N
�-DIRECTIONAL FDOT 1NDEX N0. 17346 � � �
II & R1-1 9STOP) ARROW
SIG , ACK TO BACK TYPICAL 7. HANDICAP SIGNS SHALL BE INSTALLED PLUMB PER N � p
� ) IRECTIONAL FLORIDA STATUTES. SEE DETAIL ON SHEET C-8. � �
" X 30" MIN. _ � qRROW
DIR1CTIONAL (TYPICAL) 8. STANDARD PARKING STALLS STRIPES SHALL BE 4"WIDE
� 9�-6�� V'lHITE TRAFFIC LATEX PAINT IN ACCORDANCE WITH THE
. � ARROW ; t T. PAVEMENT MARKWG IATEX PAINT NOTES ON THIS SHEEl.
�-
4i� � �TYPICAL) � TOP SIGN
o . �R_�� U 9. ALL REGULATORY SIGNS SHALI BE A�ADE OF HIGH (�
! BB&T 0'� X 30" � INTENSIN REFLECTIVE IAATERIAL, AS SPECIFlED IN THE z
' �4; BB&T BANK � a LATEST EDITION OF THE 61UTCD. _
i SIG�N t � AREA =2,290 SQ.FT. - IAIN. N Q �
� F,F,E.= 22.5' b��
. � � 10. CROSSWALK SIDELINES SHALL USE THERIAOPLASTIC PAINT �
{ LOT 1 � -.�D} ECT�ONAL d STRIPING PER FDOT STANDARDS AND SPECIFICATIONS. SEE � >p
�I� �� ARROW BAR 12.. DEfAIL ON SHEET C-8. �J �� Q
� PARKING I�.e;;TYPICAL) � IRE LANE �� _� �
i q 6 G SIGN 5'-3" 4'-3" 1 7. ALL SIGNS SHALL BE INSTALLED AT 7' FROM THE �' � �LL
FIR AN NOTE: BOTTOlA OF THE SIGN TO THE PAVEti1ENT SURFACE. �� N F
� ,� - SIGN All PqVEMENT MARKINGS SHALL BE PAINTEO � J �w ~
72.CONTRACTOR SHALL PROVIDE ALL PAVE6IENT 61ARKINGS
� STOP SIGN '� TRAFFIC WHITE, UNLESS OTHERWISE NOTED. �d Z
� = AND SITE SIGNAGE PER BB&T STANDARDS AND f
�R-�� REOUIREMENTS. �F
f— 30" X 3D" t DIRECTIONAL ARROW m W �
MIN. 24" ST ' BAR PAVEMENT MARKING DETAILS C0 W z
N N T 5 PAVEMENT MARKING LATEX PAINT NOTES:: > Q
• '.:
.
� ■ `� A. ALL LATEX PAINT FOR PAVEMENT ldARKINGS SHALL BE: Q
�
20' 20' � � � ° -+ � � ' � II I � �� ��"� �" LATEX, LEAD AND CHROMATE FREE, READY MIXED, WITH DRYING �
� Q � � ;� � --•-... - -.. .___ -- � -` -- ' �� � TIME OF LESS THAN 45 MINUTES. �
�
� �-,�;� ::,'_ ' � � � �" ������ 1. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE � �
SCALE: 1"=20' " �.i�..
. 1'lITH REOUIREMENTS, PROVIOE ONE OF THE FOLLOWING
PRODUCTS: z
' 12' WHITE Q
WALK DETAIL ON THIS " YlHITE (SEE CROSS A� DURON INDISTRIAL COATINGS; "DURA CL40 LEAD FREE IATEX L
SHEET) STRIPE WALK DETAIL ON THIS SHEET) SIDEWALK ZONE MARKING PAWT"APPLIED AT A DRY FILM THICKNESS OF
NOT LESS THAN B.J lAILS. (7
�)COLORS: Z
o°o°o°o°o —
oopopopop o) WHITE: �'DU9948500 z
00000000o b) YELLOW: (�DU1YZ�d100 �
60�� MIN. DETECTABLE SURFACE SHALL BE o 0 0 0 o B. SHERWIN-WILLIAMS COMPANY (THE); "SETFAST LOW VOC —
���PER FLORIDA ACCESSIBILIN 12" SOLID WHITE STRIPE ACRILIC TRAFFIC lAARKING PAINT"APPLIED AT A DRY FILM � (n
STANDARDS&VILLAGE OF sp�� 12"x18"x0.080"AWAIINUM THICKNESS OF NOT LESS THAN 7,5 MILS.
TEQUESTA REOUIREMENTS. FiANDICAPPED PARKWG SIGN - BOLT
J, �)COLORS:
1:12 1:72 TO ALUMINUM POST WITH 3/B" DIA. l?' I 5.0' YELLOW: �DUIYZM100 a
� R_ 6, � o)WHITE: �DU9948500
� BOLTS. BLUE REFLECTNE BACKGROl1ND� °' � I
°'"�� �� - ? � I� A1EfAL SICN WITH 14HITE RERECTNE ^ b� o
�� o�� �� \ I _ s W 1- SYM60L AND GCRDER L � _ B. GLASS BEADS: AASHTO M 247, lYPE 1 MADE OF U o 0
� v °'- �Y �* 100% RECYCLED GLA55. Z -- m
�` BLUE REFLECTNE BACKGROUND
a a a °- 3 ��� 61EfAL SIGN WITH WHITE OPAQUE - � w n a
� � � � 6� LEGEND AND BORDER � CROSSWALK DETAIL 7.ROUNDNESS: MINIMUM 75 PERCENT TRUE Z '_ �n i
�0 �n ' � SPHERES BY WEIGHT. � � v�i N o
v� v� ip �� � �rt f?so.00 NOi TO SCALE
0 � BLUE REFLECTIVE BACKGROUND ~ w n m
� � � J � � METAL SIGN YIITH WHITE z Z F Q
a REFLECTIVE LETTERING fTP-55, 12" Q � o x
3 m m 3 �� ��� r��` �- 6"x12"PER FDOT INDE7C 17355 J Z � O �`
1'-6" 2'-3" 1'-9" � o �
4, 4..� I4„ 4,.
4 w
� � � � 1 2 0 1z"(TVP) 4 ti �t (n � p - o
� SEE DETAIL STD SPACE � �10'—��1 0'—� Z �
1 1/7�DW. BtACK ANODIZED � Z � j m
s' MiN. iz' MiN. STRIPE DETAIL ALWE DED WA ERT�G TYCAP � U Z z z a
N.T.s. H/C PARKING SIGN DETAIL 3'-6" \ ��_6" � z Y ° o
NOTE: SLOPE NOT TO EXCEED 2h IN ANY DIRECTION N.T.S. / Q o Y �
� H/C PARKING DETAIL � �i a � �
N.T.S. �-9 � o
TOP OF CURB =
3,_0.. = rn a
�— 9' �
' �. 9„
GENERAL NOTE9 ,�'_ CONCRETE BASE,MIN. 3,000 P.S.I r
L ... � � �� ���- � ��_6.,� 6. 6 �, *
ALL TRAFFIC CONTROL SIGNS \YITHIN THE � n n n �7 �Y��
PROJECT SHALL BE 61ANUFACTURED USING l �- � � � - i D 1''I D � � 11�I �
DIAMOND GRADE REFIECTIVE SHEETING (OR .DNLY \ ; � PARKING BY ' ' (' I. ��� .�' D� � � 1VJ � 24 D D 11I/ 24" G`J
AND EQUIVALENT). A�L SIGNS SHAIL BE - � � DISABLED ,�l��L�I'E� � � U� U U
CONSTRUCTED IN ACCORDANCE NnTH MUTCD � R3-SR R1-1 �NMYT 18 6. 6„
i�
CRITERIA FOR SIGN SIZE AND SHAPE AND � n n � n n C� D
LETTERWG DIMENS�ONS '8 B VAN U I Ul II � fI1I 12"� � 12"� �
CCESSIBLE I^I ��` I I I I 2a" I I M � y4" JOB N0:
p,ALL TRAFFIC SIGN POSTS WITHIN THE � H/C TYPICAL SIGN DETAILS �� �� II ���� I I �� ��
STANDARD
PROJECT SHALL BE 2"X2" SQUARE fME 3 SOE00 N.T.S. LJ LJ LJ U �/ LI LJ LJ
PARKING SPACE DETAIL DRAWN: GT
BREAK-AWAY 14 GAUGE GALVANIZED STEEL � \ N.T,S.
VATH PUNCHED HOLES AND IN ACCORDANCE RS_� FrP-2s, DRIVE—THRU \ \ CHECK: SGH
V/ITH FDOT AND VILLAGE OF TEQUESTA R7-SB (FLORIDA� NOTE:
STANDARDS & REQUIREMENTS. & FTP-55 PAVEMENT MARKING DETAILS � onrE: Nov. zois
N.T.S. % �� �ANDARD PARKING SHALL COAIPLY WITH
" � VILLAGE OF TEQUESTA CODE SECTIDN 76-691(8) PLATE
TYPICAL SIGN DETAILS ' 1 RQQUIRING DOUBLE STRIPING.
N.T.S. 1 � � . .
�� t C-8
� SHEET OF
VERTICAI SAW CUi
ft/e"TO 3/16"WIDE 1-1/4"OF FDOT SP-12.5 MIX ASPHALTIC 3/4"OF FDOT SP-9.5 FINE MIX
T/4 CONCREfE. MINIMUM MARSHALL STA6ILITY ASPHAITIC CONCRETE. MINIAAUM
OF 1,500 LBS. PER FDOT SPECIFICATIONS. AAARSHALL STABILIIY OF 1,500 L85.
� � T�2 6"THICK LIMEROCK BASE (MIN. LBR 100) PRIFIED PER F�OT SPECIFICATIONS.
��, - . - T & COMPACTED TO 987. DENSIN AS DETERMWED
NOTE: BY A45HT0 T-180 AND CARBONATES OF CALCIUlA
PRWIDE KEY IN TRANSITION OF OVERIAY CONTROL JOINTS SHALL HOT PDURED RUBBER AND MAGNESIUTA OF 70% � NOTES:
N
BE CONSTRUCTED EVERY JOIM SEAI COMPOUND �, . 1.ALTERNATE PAVEMENT AND BASE Q
TO EXISTu:G PAVEUENT FOR FwSH F,D.O.T. NPE S-3 ASPHALTIC CONCRETE PAVEMENT. 5'OF LENGTH OF SiDEwaLK :: : SECTION MEETING FDOT STANDARDS AND
TRANSIiION.S4W CUT AND S7RIP OFF �" MIN. OR AS INDICATED IN GRADING PIAN. PRIME COAT BETYJEEN SURFACE ��'� 'i •�': �. SPECS MAY BE SUBSTITUTED WITH
E%ISTING ASPHALT,WIDTH AS REQUIRED 1AINIMIUM MARSHALL STABILIIY OP i,aoo�ss. CONTROL JOINT COURSE & LIMEROCK BASE �� REVIEW AND APPROVAL FROM ENGINEER. �,�j
FOR KEY M TRANSfTION.\ N.T.S. �/���\/\� ��\/\� ��\\�j�\/\�z.� �
\\ HOT POURED RUBBER � �����/�/ �/ /���T�j���/\�
� TACK COAT �� ����/j������%�,���N,������ � ST�RENGTH�OF 300�P51 MAY BE�USED
JOIhR SEAL COAIPOUND
��2^ INS7EAD OF THE LIIAEROCK BASE.
VARIES EXIST.ASPHALTIC CONCRETE 12"STABIL2ED SUBGRADE FOR A lAINIAIUM
24" Z- 1" LIMEROCK BEARING RATIO (LBR) OF 40 AS �
SEEDV✓G. 3 AAYYBEEUSEDUASEANC�LTERNATIVECBASE.
MIN. SPECIFIED BY FDOT AND COMPACTED TO
� � ` , T�Z T 700% (MIN) DENSIN, PER AASHTO T-99-C APPROVEDLFDOTSPROVDER AND MUST
s� ,` BE COMPACTED TO AT LEAST 7007,
EXIST.LIAIEROCK BASE COURSE ,��� � ` LIGHT DUTY ASPHALT PAVEMENT SECTION DENSIN Y/ITH AN MIN. LBR OF ,zo. W
LAP BARS 30 DIA. I-
4.REFER TO UNIVERSAL ENGINEERING
EXIST.BASE COURSE „ AND TIE NOTTOSCALE SCIENCES REPORT ON SUBSOIL o
INVESTIGATION FOR ADOITIONAL
CONSTRUCTION JOINT INFORIAATION AND RECOAIMENDATIONS TO
TYPICAL OVERLAY KEY IN TRANSITION BE IMPLEMETED IN THE SUBSURFACE
N.T.S. PREPARATION.
.. NOTTOSCALE 1-1/4"OF FDOT SP-12.5 MIX ASPHALTIC
NOTE: ��: CONCREfE. MINIMUM MARSHALL STABILIN 3/4"OF FDOT SP-9.5 FINE MIX
i.AN EXPANSION JOINT SHALL BE OF 1,500 LBS. PER FDOT SPECIFICATIONS. ASPHALTIC CONCRETE. MINIMUM m
IF EXISTING GRADING DOES NOTALLOW FOR 1��MIN. USED TO SEPARATE THE NEW MARSHALL STABILIN OF 1,500 LBS. �
PAVEMENT OVERLAY,PROVIDE REQUIRED SCARIFICATION CONCREfE SIDEWALK FR01A OTHER e"THICK LIMEROCK BASE (611N. LBR 100) PRIMED PER FDOT SPECIFICATIONS. �M
NEW OR EXISTING CONSTRUCTION. & COAIPACTED 70 987, DENSIN AS DETERMINED Q }�
OF EXISTING PAVEMENT TO ACHIEVE THE MIN.LAYER 2.COMROL JOINTS SHALL BE CONSTRUCTED BY AASHTO T-180 AND CARBONATES OF CALCIUM ` N Q Q
THICKNESS. EVERY 5'OF LENGTH OF SIDEWALK. /+ND IAAGNESIUM OF 707 � W �p
3.THE CONCRETE AROUND THE B!CYCLE _`� �
RACK SHALL BE CONSTRUCTED W F- ��
TO THE SAA1E SPECIRCA71045 FS THE PRIME COAT BETWEEN SURFACE F-� =LL
SIDEWALK ADJOINING IT. COURSE & LIl.1EROCK BASE \ � �\ { � - � -� V)
4.ALL SIDEWALK CONCREfE SHALL BE /�� \' �� �\ ���\ /\��� � F" =a
MIXED WITH FIBER A1ESH ADDITNE ��������� � ��� �� �� � ��� ���� °� Z� �
/ / /,/ / / A / A�' // �i m fA
(IAIN. 1.5 Ibs PER CUBIC YARD) .'�� .� ��� � '� m o W J
5.REFER 70 UNIVERSAL ENGI4EERING 12" STABILIZED SUBGRADE FOR A IAINIMUlA
SqENCES REPORT ON SUBSOIL LIldEROCK BEARING RATIO (LBR) OF 40 AS �W �
INVESTIGATION FOR AODITIONAL SPECIFIED BY FD07 AND C0IAPACTED TO � ~
INFORAIATIOH AND REC0IAMEN�ATIONS TO W
BE IAIPLEMEfEO IN THE SUBSURFACE 1007. (MIN) DEN517Y, PER AASHTO T-99-C
PREPARATION. �
HEAVY DUTY ASPHALT PAVEMENT SECTION �-w-
NOTTOSCALE � ,/�
V/
A
6'
NOTE:AN E%PANSION JOINT SHALL BE 8' 8'
USED TO SEPARATE THE NEW 1-1 2" MIN. ASPHALTIC CONCRETE NPE S-3
CONCREfE SIDEWALK FRON OTHER � �
New oa exisTwc cousieuciioN. � - - MIN. IAARSHALL STABILIiY OF 1,500 185.
uoTE:coNiao�doiurs sru�� - � - AS PER F.D.O.T. STANDARDS.
BE CONSTRUCTEO EVERY piaee uesH aoo aoortrv[ro = CONTRACTORS SHALL MATCN ExISTING
5'OF LENCTH OF SI�EWALK C06'CRETE(IAIN.1.5 Ibs 6"�.}�1'-6" THICKNESS IF GREATER THAN 1-1/2"
TOOLED EDGE _ PER CUBIC YARD) � � �
GROUND UNE - P���
tiQ- � i A
IURN UO'Mi flEWIRED � � 9� `*
ADJACENi TO PAIENENi °'� a .� .� � � -- - N�'MEEL STOP TO BE CEMEftED 4�5� 3000 PSI f.�Nf.RFTF SCARIFY OR RE!'OVE EXISTINC PAVE"AENi �
7��Std.
AFFAS. •••• p'•y�° IN PMNING SUlt 2'FRON ~y IAIN. �
� f :�j o.•�6'STABILRED SUBG4ADE �.� 6" Min! E.O.P.TO FACE OF KHEEL q FOR NEW PAVEMENT CONSTRUCTION. Z o m
M:N LBR 40,CqAPACiED i0 ��� �� Z� N4 BARS 6' LI6IEROCK BASE MIN L B.R. 100, BOTH — � o n a
e s z o�u n x.o e u s i n I C O M P A C T E D T O A M I N I M U M 1 0 0 7 Z ^
7 Eaai � ACCURATELY PIACED � I
+4 BARS SFCTION AT TURN DOWN iNDE%i�6 IBO).NAX.PUSPC g^�.I � WITH PUSTIC CHAIRS. \/\/\�\�\/\�\�\�\�\�\�\ OF THE lAAX DENSITY (AASHTO T-180) (n � � N o
Z-�^ 7fi�LONG AREHOR PINS �/?��/j\/��\/��\/��\//�\//�\/�i\//j�/j��///�� AT t2% OP OPTIMUM MOISTURE CONTENT. Z Z N Q rn
SIDEWALK SECTION AT GROUND/PAVEMENT TYPE F SPILLOUT CURB SECTION'A-A' FURNISHED. J z a o `
".T.S. STANDARD PRECAST TYPICAL ASPHALT PAVEMENT/REPAIR SECTION � �`' o �
� �
CONCRETE WHEEL STOP NOTTOSCALE Z I � w o
TOOLED EDGE � N.T.S O Z Z � �
GROV4D UNE _- _ -,� Z
�6..��,_6.. �d`�9 � Q p U o
::;;o,� �o �\� � Q- o �
TURN DOWN AS REOUIREO—�- / , ,- �,:.. Q- � Z
TO 1/AINTAIN 1"(NININUTA) L-J W
M
SECTION AT TURN DOWN FIBER AIESH J00 ADDITNE TO 'I `I � � � DETECiABLE WARNMGS IN CURB �O�Q 50 � a
CONCREfE(uIN. 1.5 Ibs d.ti� 7��Sfd. RAMPS/CROSSWALKS SHALL COIAPLY e
�PER CUBIC YARD) '��e.'..:_� WITH ALL ADA REQUIREA1ENiS 6O�pQ 2
s"�ror ,p `p9 ��y ,y �9
IAONOLITHIC W 8 SECTION "' � �q'f�A �nd ,��' q'F"� �
TOOLEO EOGE $TANDAR SICEWALK SECiION I 'y/ � � \ ^�
e��l �' ��� �Y��i
Z,_p.. �q �P�aO
- >- :,f. -`'���:` : . � ��SC l�P
ASPHALT PAVE6ENi ( ' A'�F �q R4 Q \�P¢ .` 1 �
� r I TYPE F NDiN� a 9 i'��oy5 ,.,tiP� y r
�,� j -° ,' �ti� or �\�, y:� �' ,
�``'t° - / - 6'STABIUZEO SUBGRADE CONCRETE CURB AND GUTTER 1�'P �o � Mq°9 DEfECTABLE SUR ��s�n��eE JOB NO:
�I.�6`�,� � �+ir+�ers eo,couancrco ro NOTTOSCALE DEfECTABLE SURFACE SHALL y� k e °�o PER ADA REOU ENJS. �
- ol 98f.ov uAx.DEN9Tv BE PER ADA REQUIRE61ENT5. �'� °°'�� o `{ DRAWN: GT
(AASHTO T-180).IAA%.PLAS7IC NOTES: �� � ° h �.: ` I
SECTION AT TURN DOWN �'�DEX OF 6 '4-/� .��` � • � �,
(WALK ABUTTING PAVEA/EM) �7. WHEN USED ON HIGH SIDE OF ROADWAYS, THE 6� �t,p' � CHECK: SGH
CROSS SLOPE OF THE GUTTER SHALL MATCH , �,'� '� �
SIDEWALK DETAILS THE CROSS SLOPE OF hIE ADJACENT SIDEWALK 6p,
PAVEMENT. THE THICKNESS OF THE LIP SHALL aR� DATE: NOV. 2016
NOTE. N.T.S. IXPANSION JOiNT SHALL eE BE 6", UNLESS OTHERWISE SHOWN ON PLANS. ��V PROPOSED TURN-DOWN SIDEWALK WHEN
THE CONCREiE AROUND THE BICYCLE USED TO SEPARATE THE NEW PROP.TURN-DOWN SIDEWALK WHEN �O
RACK StULI 6E CONSTRUCTED CONCRETE SIDEWALK FROIA OTHER 2. EXPANSION JOINT, PREFORlAED JOINT FlLLER AND SIDEWALK IS ADJACENT TO ASPNALT �P SIDEWALK IS ADJACENT TO ASPHALT PLATE
TO THE SANE SPECIFICATIONS AS THE NEW O4 ExISTInG CONSTRUCPOu. JOMT SEAL ARE REQUIRED BETWEEN CURB& PAVEIAENT.SEE DETAIL ON THIS$HEET. PAVEAIENT. SEE DETAIL ON THIS SHEET.
SIDEWALK ADJOINING IT. GUTTER AND CO4CRETE PAVEI.IENT ONLY,SEE �-w
DETAIL ON THIS SHEET. �ky y
ADA RAMP DETAILS ADA RAMPS DETAILS
N.T.S
N.T.S SHEET OF
(SEE NOTE 1 ) I I�� COMPACTED BACKFILL THIS POR710N TO BE 16" SQUARE X 6"THICK CAST IRON CLEANOUT
COAIPACTED I I � I I �R OTHER FINISH CUT AND REAIOVED 3,000 P51 CONCRETE (JOSAA� SERIES 56060
SELECT - � � COMPaCTED SCREENED FINISH SLAB TO BE CAST OR APPROVED EQUAL) J
AtATERIAL F B� BACKFILL AROUND CLEANOUT WITH TAMPERPROOF TOP Q
I 6X6-6/6 W.W.F. F-
ASPHALT FOUR //4 SET PAD FLUSH w
AS - �PIPE JOINT PAVElAENT BARS E W 0 C WITH FINISH GRADE �
- . I Bc/4 (6"MIN.) _ STORM DRAINAGE
^� REOUIRED II� ' OVERLAP=IOVERLAP= �,Wj N
�.. ��< _.. ;:.. .s:ba�r�..: I_ I- D D � PIPE ti. . Q Z
:.� i: .` � . . � � Z
.. 6"MIN. � _ 12" I �BRAqNG I ___' '_-_' . �.:: .:-:- .,...,`�..���:, ? �•• a O
3�
CONCRETE �t. I
CONCRETE ���N� S � �
� � + I � 3 Y-� o �
i �`
- -: � �� � �e� 2 D(DIAMETER) 45'BEND : o
Bc/2 � ' / I" •
-.�...�'-„ �i
- .. �' -' Bc/4 (4'AfIN.) COMPACTED BACKFILL �Z� � _____ _____ 6 PVC j
B�4 � UNDISTURBED AS SPECIFIED FOR �'- w
(4�MIN.) -. ..�:.'.. - �IN. SHEETING �
1 �/-SOIL BEDDING IYPE S MAXt1AUlA OVERLAP LENGTH 6" OR 8" PVC
PIPE BELL -� COb1PACTED GRANUTAR SHALL BE 36"REGARDLE55 POLYES7ER, NON-WOVEN GEOiEXTILE (SEE DRAINAGE PLAN) CONCRETE
`��� BEDDING MATERIAL PIPE BELL OF PIPE DIAMETER. YJ�MIN, 70 MIL. THICKNE55. LAP SADDLE
Bc/4 (6"1AIN.) fABftIC A MINIlAUM OF 12'
CONCRETE ARCH
ENCASEMENT I I + NOTE: ALL STORM DRAINAGE PIPE �
JOINTS SHALL BE WRAPPED _ _ O �
�II,�,_- - - --_ WITH FILTER FABRIC. W1TH YJATERTIGHT I Q
CLASS "A" BEDDING-SPECIAL CONDITIONS B` n �
CONCRETE PLUG
N.T.S. B� NOSNT WRAPPING DETAIL ROOF DRAIN CLEANOUT DETAIL a
(SEE NOTE 1) N.T.S.
PROTECTNE CONCREfE SIAB j SHEEfED TRENCH
70.95' � �-Q
SPECIAL DETAIL � 'a�
ea N.Ts. � =o �
,;r�' �i�l- (SEENOTE i) IIII���Ti"-^ r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �1- =LL
3�� I�_ I - COIAPACTED � 61.39 f I w N~ J
I BACKFlLL I S-� I ~J ��
BEDDING AND TRENCHING NOTES i W
z>a �- eo I I I I � ?a Q
��� I - SE ECT 7ED 1. Bd = TRENC�HDWIDTH AT TOP OF PIPE I I � �� �
i ISOLATOR ROW i m W
AATERIAL AIAH. Bd = Bc + 24" Q
¢i `J� IAIN. Bd = MAX. DIM. OF BELL + B" (UNSHEETED TRENCH) I
- � _ , MA%. DIM. OF BELL + 12" (SHEETED 7RENCH) � O.5 �
J 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAI SHALL BE S_5 w
>�3 � AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON- I I �
; + I Bc/2 CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTfOld i STORM TECH MC-4500 I Q
�_ OF UTILIN. I Z
i 'l � 3. SHEETING SHALL BE DRIVEN BELOW THE UTILIN INVERT �
UNDISTURBED I rT r r SEE NOTE 2 IF REOUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL SUB-SURFACE DRAINAGE SYSTEM �
So11. � � I_ REMOVAL. WHERE DRNEN BEIOW PIPE INVERT, SHEETING SHALL 29 �O I 25.90"� 8.33
PIPE BELL BE CUT OFF A MINIMUN OF 12"ABOVE TOP OF PIPE, OR HIGHER I I Q
-- ,--- ns nurr,oR�zeo BY THE ENGINEER, AND IEFT �n, PLACE. IN No i TOTAL N0. OF CHAMBERS: 42 (14 CHAMBERS PER ROW) i
CASE SHALL SHEE�ING LEFT IN PL4CE EXTEND HIGHER THAN 30" �
0.6 ec (TOTnL) COMPACTE�GRANUTAR BELOYJ SURFACE GRADE UNLESS SPECIFICALIY APPROVED. I O.5 �
BEDDiuG�+ATERinL BRACING SHALL BE APPROVED AS REOUIRED.
4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER I I STORMTECH
NORIAAL 7RENCH GRANULAR BEDDiNG DEPTH OF COVER IS LESS THAN J6"AND IF APPROVED BY THE � � HDPE
UTlutt. MANIFOLD
5. BACKFILL TO BE COMPACTED TO 967. DENSIN OF I (T7P.)
ANDH959,�AT AL�TOTH�ERSROCTOR IN AREAS TO BE PAVED I REFER TO STORMTECH DETAILS I
CLASS "B" BEDDING-NORMAL CONDITIONS i I DGE OF S70NE FOR
N.T.S. � I INFlLTRATION SYSTEM �
I ENDRMTECH
PIPE BEDDING & TRENCHING DETAILS FOR NON-PERFORATED PIPE � CAP �
L - - - - - - - - - - - - - _ - - - - - - _ - - - - - - - - - - - _ - - - - - - _ - - _ _ ' _ _ _ _ _ - �TYP.� J
�
0
STORMTECH MC 4500 SUB-SURFACE DRAINAGE SYSTEM C� o 0
Z � m
N.T.S. � w � a
. Z � �n 1
D0T STANDARD 5'-5" � W N n m
MANHOLE FRAME w
AND LID Q z � p i<
TOP EL. 18.35 J Z o O "
5�-5" � '� o �
� I p o
�� I 4-1 z � � � i
� � ONCRETE � � � ? � 5 �
� � / / WEIR GRATE EL. 17.30 Z Y p �I
ROM S-5 H
WEIR EL 12.35 ONCRETE � a � � °'
- - 4'-1" � Grate wEiR � � � o a z
w
WEIR EL. 15.50 = m �
S
TO ISOLATOR 6" THICK CONCRETE � � ��5 �I I 2�� CI, a
'� ROY! WEIR INV. EL. 11.35 �� INV. EL. 11.35 � i �i 6" 1.5' �
�. � //4 8AR5 �
72" SUMP - M - J �tz" cNTes.
EL. 12.80 -� EL. 12.BD , l _
�` 80T. EL. 10.35 8 6 8 r U i -�j
� � L
L TD S 3� T -4 ��
SECTION VIEW N
EL. 7.}0
PLAN VIEW �ro sTOR�nTECH • � Joe No:
MANIFOLD/CHAMBERS � � � � -�
TO LOT 2
DRAWN: ALT
DRAINAGE STRUCTURE S-6 PLAN viEw sEcrioN viEw 1% cHECK: scH
\
MODIFIED TYPE "C" INLET WITH MANHOLE TOP DRAINAGE STRUCTURE S-7 � ; DATE:JAN.2017
".T.s. MODIFIED FDOT TYPE "D" INLET > {
� PLATE
NOTE: THE WEIR IS NEEDED TO DNERT THE WATER TO THE ISOLATOR ROW FIRST N.T.S. �
` C-10
� � : �
� I SHEET OF
wveR viae cona�ecrio�v.o Euo vscecna�ooal
cna wiTM nos ceosrun[rics�mr
M1O.\.OVENGEOiE%iL� �
MC-4500 TECHNICAL SPECIFICATION R/� �
NTS � �
CREST stoR�.+rEcrvwc��,irREca�s+e�ros '� �� � F
- STIFFENING RIB CREST ri�srone+euse usears.var�r�Psrnenv i i '! ��� Z
STRUCiURES.�ITHOVENGRnTE t .1 � 1 '{� 4�G� w
VnLLEY WEB . . . ,� . ._ ,.��� I C" � .. . � Z
STIFFENING RIB UPPER JOINT ' N
CORRUGATI04 �� 1 � I k{ ( [ O
Yl�f� ;1 �L !1, � - � U O
�
3 >
I I � �
CATCH B�SIN W
II �
60.0' S9 4• �.uuxc�_ . �
voor (isza mm� (iso9 mm) i i I I I � I I�� w
a
r , �:
�
LOWER JOINT CORR. <'E16Do�oanoaencc[ssaiceR[��weo tt:ouvEnsoFnusc[osrr�i�i[i�,[ssisnr�.�v:overi p
BASE STONE cEo*FxruEOEnvr.[NrCu,��nricusrcr:[nr,oc��neoEas N
• too.o"(25ao mm) vTrerx:`rrcnsocaEaEeaec E'•ocAP io.a�a.i��)r.iNr,ioeco:+nn�dousFneaic:nmcurssn!ts � �
a BUILD ROW IN iH15 DIRECTION 90.2'(2291 mm)
MC-4500 ISOLATOR ROW DETAIL � a
�ns � �
a
as.s sz.o'
(tzz7 mm) (t3z1 mm) con�cnsrewun
INSTALLED P^���'�
2
10.7" 1.ALL DESIGN SPEGFICATIONS FOR STORMTECH MC-0WO INSPECTION&MAINTENANCE ervcneleco�uenoraeo�:aeo (,
Fcau,urnveo;,ccucanc,�s w
(�et mm) CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH c°'o
INSTALLE� SiEG1� INSPECTISOLNiCRRO'NFCIi5EDi1'ENi Q �ct
DESIGN MANUAL n. i,�srecno.uaoars�iFCReseNri I- �
FE!.•.OVc;CPEIlLID ONI;YLOP.AS'IA'LI�'EORAI.\' }M
FE�'OVEA`.00IEhNFIE%STCRIIFiLiERIFI�SihILED � �' W ¢Q �
P.1.
ON OF STO H MC-4500 CHAIABERS SHALL . ❑
NOMINALCHAMBERSPECIFICATIONS 2.THEINSTALLATI RMTEC u<_r.icrF�nsrv�icnl;.r:osrao�neeo.�•er.suaeoeameFseo�ee��r,�.voaweeoor,�.xrvrervnrmeioc �
SIZE(W X H X INSTALLED LENGTH) 700.0"X 60.0"X 48.3" (2540 mm X 7524 mm X 1227 mm) BE IN ACCORDANCE WITH THE LATEST STORMTECH .<.Fo:veancn!+ew+rao isouroa ae•.•rroavisua�u:<cecnevov seoi��eu.ievE�s�evnouny ,z-qoeo��.����moeusrisu.ve � _� �
ns.i secrcer+rise,.,cen�ovc,a�tao���m�veoceeo.osreaz.i=uo�.caoceeorosre�a. r�eoovrise Hi�ceo (�� �O O
CHAMBER STORAGE �O6.5CUBIC FEET (3.01 m') INSTALLATION WSTRUCTIONS wsouroaao:;s v��xstoemcarcHi °'� ' • °D .
MINIMUMINSTALLEDSTORAGE' 162.6CU61CFGET (4.60m' e E�-ovecoveaFreo�esTaucTuaen.wsrnen�aer.ocrisoareneo•:� Pneruziz�rvvx weneacu*e W� =LL
) � anarn zriznceiv�
US!\GAFWSY.LI3HT.IN_�cCT�O'.VIlil�[ISOL410¢RO':lTHRCUGMOUiL[iFI�E VNTHUSEOFCPLNGRATE SOLIDCOVER.t259CGC' � j �
WEIGHT 130.OIbs. (59.Okg) 3.THECONTRACTORISADVISEDTOREVIEWANDUNDERSTAND ,��� e,ianoasavao�escacns�.eansea�vo�useoronvoionce�:Fiueosrac�_rirar � J a
GRATE�1255CG5 1-
THEINSTALLATIONWSTRUCTIONSPRIORTOBEGINNWG �n Fo�.�owosHnaeccu.ie:isrroaceuFe:eosancee�naviFa+.enrvc!+.anHo�e ZW
oa.i=seoi��.eu.isareanowe,s•�am�;oorreoceeoroslcaz.irr:o..caoceeoros.eos. s�;iso�„q�R,vseier..ec �-
NOMINAL END CAP SPECIFICATIONS SYSTEM INSTALLTION.CALL 1•688•892•26940R VISIT - v �uaivssnv� ��isa��.�,1�vcsc�uo � o�
SIZE(W X H X INSTALLED LENGTH) 902"X 59 4"X 307" (2291 mm X 1509 mm X 781 mm) '� WWW.STORMTECH.COM TO RECIEVE A COPY OF THE LATEST srevp� c�enwouriseu.oaao:�usnucrx��=_rvsccaocess nree rooe ceurcaeo ciae�yror�.eas� �� I
au�EwirnnFanFnar:csaa�.ocF:s��.im�onv.caEiseaE�EaaEo .. nuErocea�Nuc;,Tions m w
ENDCAPSTORAGE 357CUBICFEET (1.01m') 'i STORMTECH INSTALLTIONINSTRUCTIONS - aaa�rn!�inr�EanssEso��ervaeuaraancKFwsHwnreRise�enr� m I-
MINIMUM INSTALLED STORAGE' 108.7 CUBIC FEET (3.08 m') c. vncu��nsrkucr�aEs���ansneouiReo
WEIGHT 135.0 Ibs. (612 kg) 35.i' 4.CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD srev�� aeauceaucweas can.es raleas ar.ouos�aeccaooeseavntice�savoacnons �
'ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, (891 mm� FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION � I .`-0s�c.,z'r�ucs�vrcircnHee J
OFTHEAASHTOLRFDBRIDGEDESIGNSPEGFICATIONS sreva� rvsPecrnnoae:.HensrvsnHo+!auHo�,esuas*aenao=lHesroaurecxsvs.ei•.
12"(305 mm)STONE PERIMETER W FRONT OF END CAPS AND 40°/STONE POROSITV. sEo.00�veeren�.i:_cessnar Q
NOTES o�+roner+rs rva n saio uo �
c�5PLC110,�PORi INSTHLLATION 1''
t. ItiSPLCi EVERY 6 A'.O:JTHS CUPING TH[FIRSi YEAR OF O�EMTION.AO.UST TI�E i,uSPECTIC`1 i.vTEFVA'i�,�5[D ON FR[vIC�S W
STUBS AT eOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"�" oasenv.�ncusorsecn+Erunccuv.mnna+nnonicn•s�,.eae�evanous. � Q
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" z. cosc�cr.en�n�cu:ovacToas;enrn:uuiroRvaenu:scecnai s-avs nv,n�.:ure�mr.ce is mewssnev. MC-0500 6"INSPECTION PORT DETAIL
Ni5
W
NOTE:ALL DIMENSIONS ARE NOMINAL C,
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON R[�UEST.INVENTORIED MANIFOLDS INCLUDE 4"[100 mm�SCHED 40 SCREW-IN CAP 4"I100 mm� Q
12-24"(300-600 mm)SIZE ON SIZ[AND 15-46"(375-1200 mmj ECCENTRIC MANIPOLDS. NYLOPLAST 12"�300 mm�WLWE DRAW SCHED 40 PVC z
CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FlELD ARE NOT RECOMMENDED BODY W/12"[300 mm]SOLID FIINGED CONCRETE COLLAR
4"[100 mm�SCHED
FOR PIPE SIZES GREATER THAN 10"(250 mm) COVER AND FRAME(SEE NYLOPLAST PAVEMENT q0 PVC COUPLING �
THE INVERT LOCATION IN COLUMN'D'ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE DWG#7003-110-044 FOR PAVED �
APPLICATIONS/SEE DWG#7003-110-045 f ]� 4"[100 mm� �
FOR UNPAVED APPLICATIONS) 102 mm SCHED 40 PVC �
noscc � /' � �j � °� � � -�, LWSPECTION PORT MUST BE
� � / �uH PAVENENi EL.18.55 CONNECTED THROUGH KNOCK-OUT � CORE 4.5"�114 mm]0
t � � i< -.!f . . roa ov snse e�.ie.aa LOCATED AT CENTER OF CHAMBER. HOLE IN CHAMR[R o
� ���.,��\, \��`wC���'1,��� �..,\ \'���y�D� �i� - � P.4C-4500 CHAPdBER� 2,qLL SCHEDULE 40 FITTINGS TO BE �
ae ::s ,r <'�5 �e �r ,\ a . yTo,�}._ C y..:, �: ��.i_.�.,y'���..a .. . I (4.5"HOLE SAW REQ'D) U o o�
��� �i °^Toa o�sroue e�n.ss � SOWENT CEMENTED.
i„¢ �r�,��r�r�t,���' - - eortou or s�oNe e�.�s.ns 3l4-2 WCH[19 mm-51 mm] � Z f
} ��,,, o :j A �� CLEAN CRUSHED ANGUtAR STONE `� i ' Z F ^ '�
�cnHn�s�_eoc a..,� [y� � �'� 4 (� � � N d�
L ,� �������k�, � � �������������.,� � � CONNECTIONDETAIL � W � � m
�� � �� f � SKAPS GEONET TN Z ti a
f�����I�- � �� III ����ii(i�������`� eoriou ov cNeuece e�nas 160 BENEATH ��� Q (9 � � a
1� ., ;,, ;s� sruve�. SYSTEM J Z m o "
! iSBOTT0IA Of STONE EL.10.35 � W p �
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ACCEPTABLE FILL MATERIALS:STORMTECH MC-4500 CHAMBERSYSTEMS DESIGN HIGH WA7ER LEVE� TCPc}�E��RE�.��.� ~ Q o v m
25 YEAR 24-HOUR STORM HWL = 15.49 qj d
O �
PLEASE NOTE', OP OF STONE EL.17.35
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONIY. THE STONE 100 YEAR 24-HOUR STORIA HY/L = 16.71 OP OF CHAPABER EL,�6.35 � Z
MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICAiION m a
FOR �j4 STONE WOULD STATE: "CLEAN, CRUSHED. ANGULAR N0. 4 (AASHTO aSE OF CHA�nB[R EL.1 t35
, l.143) STONE". :. �ASE OF STONE EL.10.35 �
' 2.STORIATECH COMPACTION REQUIREMENTS ARE MET FOR 'A'LOCATION IAATERIALS "�°
VYHEN PLACED AND C061PACTED IN 9" (230 mm) (MA%)LIFTS USING TWO FULL
COVERAGES WITH A VIBRATORY COMPACTOR. �
3.WHERE INFIITRATION SURFACES MAY BE COMPROMISED BY CONPACTION, FOR
STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY
RAKNG OR DRAGGING W9TFi0UT COMPACTION EQUIPAIENT. FOR SPECIFL LOAD ,�,�E„„�iF�osrue� �
DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES: - �-- � �
�.� o��
- TR`"", .� JOB N0:
1. MC-4500 CHAMBERS SHALL CONFORAA TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER - -
COLLECTION CHAMBERS". H� �A `� ORAWN: ALT
ouusNo�:r.+neovEaEF�ecrsceriEan�sroae��rEc ouFiwnn..oric:.�r �'
2.MC-4500 CHANBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF 7HERMOPLASTIC CORRUGATED WALL oveaausrs�e++urounssxc•.vrio.a.reoaniu�,ceoeva�s�.ee* �'i
STORMWATER COLLECTION CHAMBERS". '� j CHECK: SGH
3."ACCEPTABLE FILL MATERIAIS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS,GRADATiONS, AND COAIPACTION REOUIREMENTS FOR FOUNDATION,
EMBEDMENT, AND FILL MATERIALS. �'/ II r�� � DATE: JAN.201 J
4.THE SITE DESiGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (AL�OWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF I .
FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. , / PLATE
5.ONCE LAYER 'C'IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D'UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO ` �
REPLACE THE MATERIAI.REQUIREMEN75 OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ? C-10A
6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE E%CAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. � �I �
SHEET OF
__.._.., _
SEPARATION REQUIREMENTS I rl� `" N
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STANDARD WATER AND SEWER aEmsion enc,�Ns - sewsioN vILLAGL Oh iLQUESTA (:ONS1RUCTION STANDARDs& oFTAILS Q
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VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS&DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS&DETAIIS VILI_AGE EOF TEQUESTA CONSTRUCTION S�ANDARDS& DETAII_S VILLAGE OF TEQUESTA CONSTflUCTION STANDARDS&DETAILS
HEVISION PAGE NII � FEVISION TYP��A� PA�Np' REYiSION PAG�N% �� pEVI510N PAGE Na JOB NO:
PIPE CAS!i1G SPACERS DETAIL D19 FIfiE HYDRANT ASSEMBLV � p�Q iNRUST BLOCKING DETAf:. �,�� TYPICAL VALVE SETTING. � p'�
.
�� � DRAWN: GT
. CHECK: SGH
i
� ` DATE: NOV. 2076
� ��t.� PLATE
. � ,�� �i�� � C-11
� J ' SHEET OF
STORM WATER POLLUTION PREVENTION PLAN
OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS
SITE DESCRIPTION GENERA� STA9ILIZATION f'MCTICES EflOSION R�lD SEDI!A[NT GONTROLS�can�.) OTH[fi CONiROLS HAZARDOUS PqODUCTS MAINTENANGEIINSPECTION PROCEOURES�con�)
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IU ACCORDFhCE TO GIN ST/+A�AflD�ETAIL 0�91n. pLL l'JASTE AIATERI�LS EXGEPT lA��CLEl�RING DEBfl15 SHAII BE 'PRCOUCTS WILL BE KEPT I'J ORIGINAL CO�TAI�EflS UNLESS THEY AFE A'OT TO$EE THAT THE FENCE POSTS ARE FIR":LY 1Y THE GROUND.
AAO TURBIDIiV CONTFOL PWN.IN ADDITION TNE GONTAAGTO(i$HALL UNDEfiiNKE 5. STOGKPILING IAATEPIAL�.NO E%CAVATED IAATER!AL SIIAL�BE
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200\VEST SECOND STNEET POST OFFICE BO%i 255 THE PPOJECT SITE INTO ANY ADJACENT\NATEfi eO�Y OF STOPAI\VATEP GO�TAIN I:',VOFiANi PFODUGT INFOfi`.!ATION. A��BUILT UP SEpIA1ENT YIILL BE REA'�OVED\4HEN R REAGMES 10 O
�'JIUSTON-SALEM,NORTH CAPOLI�A 2]102 OF MhTERIALS Ah�IAEfH0�5 OF CONSTRUCTION THE CO:JTRACTOF A1AY BE REGULATIONS.THE DU:'�PST[R WILL�[[IAPTIED AS NEE�ED AND TH[ PEf10ENT OF THE OESIGN CAPACIN OR AT THE ENO OF THE JOB. N
AGENi:DOUGH IIUESING,PHONE 1:0.(336)]33�2C00 REOUIfiED TOADD FLOCCUlANTS TO TIIE RETENTION SYSTEAI PRIOR TO PLACING COLLECTION FACILIiY. TMSH WILL BE HAULED TO A SiATE APPROVED LANOFILL.ALL 'IF SURPWS PFOOUCT 1.1UST BE�ISPOSED OF,A^.ANUFACTURER'S OR LOGA� yy��IC1IEVEF COMES FIRST. 1
fi. [%POS[0 ARG LI!AITHTIO�Y:THE Sl1fiFACE HIiEA OF Of'GN,flAW[RODI�LE At�D STATE RGGOMI.IENOEU TAETHOOS FOR FROP[F OISPOSAL WILL�[ W
�ESCPiPTION�. TH[SVSTEM INTO OPEfiATION. SOIL EXf'OSEp BY GLEAPING AND GRUBBII:G OPEfiATIONS Ofi PERSONNEL WIIL 9E I:JSTNUCTED REGAHOING THE CORRECT �
PROCEDURE FOR t'JASTE DISPOSAL.�'OTIGES STATI�':G THESE �OLLOlYEO.
EXCAVATION AND FILLING OPEPATIONS SHALI NOT EXCEED t0 AGRES. 'DNERSION DIKESIS�VNLES WILL BE INSPECTE��ND��v BfiEAGHES
�EA:Ol1SHE%ISTI�'GBl1�L01NGA�DCOtv5TRl1CTNEVlISTORYBUILOiNG SEOUEh'CEOFIMJORACTIVITIES: TlIISR[OUIREA^ENTAIAYBEIVFNEDFORIARGEPriOJ[CTSIVITH�N ��ACTICESW�LLBEPOSTEDATTHEGCNSTqUCT10�'JSITEBVTHE pqpOUCTSPECIFIGPMCTICES FR01.1PTLYR[PAIRED.
IVITH OFIVE THRU,..CCESS OPIVES.PAflpNG FREA. CONSiRUCTiON SUPEFINTE�OENT.THE INUIVIDUNL WHO!.1ANAGES
UiIl1TIE5 AND�RAINAGE SYSTEIA. EFOSIO�Y CO��iROL PI:.N IVHICH DE410NSTRATES THAT OPENING OF THE FOLLO':JING PROOUCT SPECIFIC PMCTICE$VJILL BE FOLLOW EO ONSRE:
ACOIiIONALARG5IVILLNOT5IGNIFIC,INTLYAff[CTOFF-SITEDEPOSIT TH[DAV�TP�AYSITEOPERATIONS.YIILL�EflESPONSIBLEFOR
SO:L DISTUfiBR�CE Y:�iL If:CLIUOE�. THE ORDEfl GF ACTNITIES IYILL OE AS FOLLC'.VS: S[EING THAT THESE PROCEDURCS.INE FOLLOWED. 'TEIAPOIiARV ANO PEfl!.?ANENi SEEOiI:G AND PLANTIl:G V/ILl BE I�SPEGTED
OEl.!Ol1TION.SITE GRADI\G.EXCAVAT:O�!A�D OF SEOI!.1ENTS. PETFOLEU!A PROOUCTS FOR BARE SPOTS,1'JASHOUTS,RM1D HEALTHV GROV/TH.
COI:STFUCTIOYRCTIVITIES. 1. INSTALLSTABILIZE� 9. INSTALLSTORRiSEI'/ER, >. I.V�ETFROTECTION:INLEfSANDCATC11�A51N5WHICH0ISCFNRGE
CONSTflUCT10�ENTflaI:LE /N�IRFIGATION, OIRECTLY OFF-SIIE SHnLL BE PiOTEGTEU FqOIA SEDIl.1ENT-�nDEN STOR�1 HAZ.Afi00U51'/ASTE ALL ONSITE VEHIGLES YJILL BE A',ONITORE�FOR LEANS AND REGEIVE F
RU`:OFF GUFVE NUA+BEfl$'. REGUTAR PREVENTNE 1.^.AINTENAM10E TO ftEDUCE THe GHA�'CE OF 'F AIAINTENaNCE INSPECTIOY REPORT WILL 9E I.+.AOE AFTER FACH
2. I�`lSTALL SILT FE�'GE$AN�HAY 10.C01,1PLEfE GR'.OING AND Rl1��OfF IINTIL THE CO!.11'LETIO�OF ALL CONSTf1UGTION OP[R�TIONS NLL HNZAIiDOUS lVASTE IAATENINLS IYILL BE OISFOSED OF I��THE a
1. PRE-CONSTliUCTION=]J LEAKAGE.PETROLEUh1 PIi00UCTS V'JILL 6E STORE�IN TIGHTLV SEALED INSPECTION.A COPY OF THE REPOFT FOR41 TO BC COlAPLETLD BV THE p
BALES PS REOUIREO INSTnLL PER!AFNENT iHAT�1AY CONTRIBUiE$EOI4IENT TO THE INIEi. M1IANNER SPEGIFIEO BV LOGAI OR STATE REGULATIO�OR BY THE INSPEGTOR IS�TfAGHED.
2. �UFING CO4STRUCTION=65 SEE01\'GISOD PND PLl�NTING 8. TEM1IPORAflY S[[�ING:AR[NS OF[NCO oY CONSTRUCTIO�OPERATIONS h1Ah'U�I.CTURER.SITE PERSONNEL YlILL�[INSTRIICTEp I:J THESE CO�I'AINEFS WHICH�PE CLEAFLY IABELED.ANV ASPHnLT SUBSTANCES 1HE fiEf'OI1TS 141LL�[KEPT 04 SITE OURING CONSTRUGTION AND
�. CLEAR AND GRUB FOR ONEIi510N qVAILABLE lll'0�11[OUEST TO THE O:'JfJER.EI:GINE[li CR ANV FEGEIiAL.
. 3. POST�CONSTRUCil0�4=93 qN�THATHR[NOTANTICIPATC�TOf�[ftC�[%CAVATEOOfiDRESSEDAND ��qCTIC[SANDTIi[SIT[SUPERINTEN�[NT.THEIN�IVI�UALI'!HO USEDONSREIVILLBEAPPLIEDAGGOIi�II:GTOTHEl.1ANUFACTIJfiEq'S
SVJALES;OINESANOSE01'.fENT �1.REl.tOVEAGGU`.1ULATED
SOILS:SOURCE�NAiURA�FESOURCES CO��SEHVAiION SENVICE BASIN SE�IMEM FfiOIA BASINS PECEIVC FINAL Gf1A5�ING TREAT!.1ENT\VITHIN 30 DAVS SHAL��E SEE�ED MqNAGES ONY-T(J-�AY SITE OPEflATIONS,W7LL BE FESPONSIBLE FOP RECOl.1�tEN�ATI0N5. STAT[UF LOC.ILAGE�\'CV APPROVI.VG SE�I'AENT;.ND AND ERO510Y
35°b�ST.LUGIE AND 51!.^IUR(OY=TO B's SLOPESI P�NS.OR STOfl1A\VATER I.fA1JAGEA^ENT FIANS.
i. CONSTqUCT5E01�.1ENTATlO�+I IYITHACl11CKGfl0Y✓I\GGR.iSSSPEGIcS�VHIGHtVILLPROVIDEANE;.RLY SEEINGTHFTTHESEPILICTICESAREFOLLOWED.
J�i�PAOLA AHD SI�AI�Afi(0'o TO 6'h S�OPES) �2.\YHEN ALL CONSTRUCTIO�� FEflTILIZEflS THE REPORTS SIULL BE MACE AN�PETAI�JED AS PAIiT OF THE STOP41
30',-URBAN IAhD BA51� GGVEfl DURING THE SEi150�IN�'JI IICII IT IS FIANTED AND 1'fLLl:�i
FGTIVITV IS GONNPLETE AND THE �VATEF POLLUTIOY PREVENTION fLAN FOR AT LEASTTHFEE YUHS FFC`.t
2':-A'I^:OR CO:',POSITION IqTER COI.�aETE l'JITN TNE aEP:+FNEM GRnSSI.uG. THE DATE TMAT TME SIiE IS FI;�NLLV STAEILIZED AND THE NOTICE OF
5. CONTINUEGLF.flINGAND -�TEISSTA�I�IZED,flE!„OVEANY SANIiAfiVlVAST[ FERTIIJZERSUSEOI'iILLBEAPPLIE00�.YlYTHE1.'INI!.1Ul.1A!:OUNTS
SRE R1APS. 9.TEA�POMRY SE[CINGAAOl.tULCHING:SLOPES STEEPER TH,1N 6'I THAi TEFS'I�ATION IS$UB!.tlifEO TH'c REPOFTS SHALL IDENTIFY ANY I�CIDENTS 6�
GflUBBl1:G T[!.1PORAPYDNERSIO�� AILS�NIiAliYWASiE�'�ILLBEGOLLECT[DFROAITHEPOFTA9LEUNITSAS PECON4IENDE�BVTHEMAI�UFACTURER.O�CEAPPLIED,FEPTILiZER\'JILL �O
'SEE USD�SCS FALLIYITMIN THE CAT[GORY LSTA6LISHEO IN PARAGRAPH B ABOVE OF I.'ON�COI.'I'LIAACE. Q a
'SEE HiTnCNEO EfiOSION&TURBIOIN COUTROL PLAN FO{i 6. STOCK PILE TOP SOIL IF REOIIIFED S�VFLES101KE5 AND RESEEDISOD NEEDED TO PREVENT POSSI�LE SPILLAGE.THE WASTE 4`iILL OE GOLLECiED BE t'JOFKEO I.VTO THE SOIL TO LI!AIT E%POSUFE TO STORF1l'JATE�. .-
SHALLADDITIONALLYfiECEIVE!.1ULGNINGOFA��liO%I!.tATCLY21NC11E5 F �,M
TE1.IPOMIiY STAUILIZqTIDN PRNCTICES.PNO TUiiplDlrv��.RFIERS AS REDUIPEO AND DEf'OSEO OF I�AGGORDANCE WITII STATE AND lOG/+L YJASTE DISPOSAL STORAGE t'rILL BE IN A COVERED AfiEA.THE GO��iENT50F nNY
'SEE GENERAI NOTES FOR REQUIP4'�ENTS FON iEA1PORARY AND �. PERFORM PIiE�I�"INANV GRADING LOOSE IAEASIIR[OF 1:�ULGH MATERIAL GUT 1�'JTO THE SOIL OF THE SEEOED `THE SITE SUPCRINT[N�CNT V'JILL S[LECT UP TO TIIR[L INDIVIDUHLS 1YH0 U� a Q
REGULATIONS FOR SANITARY SEIYER OR SEPTIG SYSTE!A5. PPRTIALLY lISEO BAGS 0�FERTIIIZER IVILL BE TfiANSFERREO TO A
P[fl!.1At�[NiSTA�ILIZATlO�. O��SITEASREOUIfiE� AfiEAADEOUFlTLTOFl1[VENT�.IOVEN,[NTOFS[[0/.ND1.1ULCH. l'JIILeEliESPON518LEFORINSPEGTI0�J5.!.1AINiENNNCtANDnEPAIIi W �
SEALABLE PIASTIC BIN TO AVOID SPILLS. _�
10.TE"APORARYGaASSING�.THFS[[f]E�UPSf:ffJf-�ANDI.IULCHEDAREA(.S) ACTIVITIES.ANDFILLINGOUTTHEI^JSPECTIONANOI.MINIENAM1'CE �� �� �
0, STA�ILIZE�ENUOEDAFEASAND C��SIiC.VLHICI.F.TFqCKItiG AEPORT. �� _�
STOCKPILES AS SOON�S SHNLL 8E POLLED AND IVATEREO OF HYORO!.1UI.CHEO OH OTHER
SITE�RE�: VPqCTICHBLE SIIITH�LE A1ETI IODSIF RECIiIRED TO ASSURE OPTINUII GRO�VIM1'G A Si�dILIZEO CONSTRUCTIO�Y ENTMNCE WILL 6E PROVICED TO HELP pp��,7s �O j LL O
1. TOT;.L:.PFA OF SIiE=0.��AC R[DVCE V[HICLE TMCKING OF SE�INENiS.THE PAVED STflEET A�JnC[NT � J a
2. TOTFL AHG TO BE CISTURBED=0.]1 AC GCNOITIOUS FOR THE ESTABLISH".'.ENT OF�GOOD GHqSS COVEN.
ALLCONTNINEflS\'/ILL6ETIGHiLYSFALEOHN�STORED\VMENM1Oi Z~ �
TI!AING OF CCNTFOLSII.IEASURES TEl.iPOFNFY 6RASSI�\G SHALL BE THE SAlAE M1',IX 8 AI.'.OUNT REC�'IFED TO THE SITE ENiPANCE�'ilLl BE SV/EPi DAILY TO fiEt^.OVE TNV E%CESS 'P[RSONNEL S[LECTEO FOR INSPECTION ANO I:UINTENNNCE � w �Z
FORPERMANENTGflA551NGINTHECONTRFGTSPEGIFICNTICNS. I.fUO.�IRTOHFOCKT0.ACNE0FNO!.1THESRE.O�\iPTFUCKSHAIIIJNG RE�UIREDiORUSE.EXCESSPAI!1Tl'/ILLKOTBECISCHARGEDTOTME RESPONSIBILITIESIVILLREGEIVETRAINI\GFfl01.1TH[SITE. � �� J Q
NAIAE OF RECEIVING\VATERS: SiOR�15EVJER SYSTEM BUi\VILL 0E PROFc'RLY�ISFOSED OF ACGCRDING SUPERINiENOENT,iHEY VlILL 6E TRAIUED IN�LL THE I�SPECiIOV.:NO Q
11.TEA'PON.RV Ii[GMSSI�tiG.IF,AFfER 14 DAVS FfiO!A SEE��M1G.TIiC !.1A1tR1Al FROA1 THE CO�STRUCTION SRE 141LL BE COVEflED\VITH A f.^AINTENANCE PRACTIGES NECESSHRV FOR KEEPING THE EROSION AND m W �J
INDIAN PNEfl EAST OF THE SITE TO\WNUFACTURERS'I+15TFUCTI(JNS Ofl STATEA�D LOCAL F[GUTATIONS. ('� H O�
/+S I�l'�ICATED II!THE SEOUENCE OF MAJOfi FCTIVITIES.THE SILT FENLES TEI.:PORFRY GNISSED NREaS nnvE M1Oi qiiqlNED P�AINI�nU�1 OF�5 inNi'AULIN. SEDI`.:[NT CONTROLS USED ONSRE I`J G�O�\VOFKING ORDER. n
,�ND HAY BALES,STAOILIZ[D CONSTRUCTION ENTfiAhCE AND 5[�IM[NT PEPCENT GOOD GMSS COVEfi,THE AREA Y/ILL BE IiEYIOFNE�AN� LL
OASIN t'IILL BE COvSiIiUGiED PRIOR TO GLEARI��G OR GMOING OF ANY AOOITIONAI.5[[D APPLIED SUFFICIEtJT TO ESTA[31ISH TH[DESIRED CO.�'CflETE TflUCKS AON-STORIA\YATE11 DISCHARGE$ �
OTH[R PORTIOYS OF THE SITE.STA�IIJZATION!AEASUPCS SHALL�[ VEGFTATIVF COVER. INVENTORY FOfi POLLUTION PREVENTIDN PIAN �O
CONTROL$ INIiITTED F5 SODN�S PMCTICAL IN POqTIO�S CF THF.51iE WMEPE 12.I.+.AI.ViF.NhNGF.FlLL FEATURES OF THE PROJECT UE$IGNFI)PNU CONCR[TE Tfll1CKS WILL NOT BL'nLLOWED TO WASH OtIT OR 015CHARGE IT IS EXPECTED THAT THE FOLLO'.'iING M1'04�STOfiM WATER DISCHARGES w�
CO4STRUCTI04 ACTIVITIES HAVE TEMPOMftIIV Ofi PEIiNANENiLV CO�STRt1CTED TO PHEVENi EROSION nND SEUI'.1F.NT SNALL BE THE M,1iENIALS OH SUBSTAR'CES LISTED 6ELOW ARE EXPECTE�TO BE SURPLUS GOh�CPETE OP ORUA1 WASH IVATEF ON THE SItE. IVILL OCCIIP FRON THE SITE DUAI.\'G THE CONSTRUCTION PERIOD: I �
THIS PIAN UTILIZES BESTl.1ANAGEAIENT PfWCTICES TO CO4TROL CEASEO.OI�CE CONSTRUCTION NCiNIiY CEASES PER4+ANENiLY IN�N l.1AI.VT�INEO DURI�+IG 1HE IIFE OF THE CO�.STIiUCiION 50 AS i0 N�tSENT ONSIiE OIIRItJG COUSTIiUCTION'. I:ONE r
EROSIONANDTURBI�ITYCAUSEDBYSTOR!.1WFlTERRUNOFF.�NEROS!ONAND qREq.TW:TAPEAI'iILLBESTA8ILIZEDPER!AANENTLYINACCOflDAI:CE FU�VCTIO�FSTHEYWEREORIGI+IALLVDESIG�'EDANDGOYSTRl1CTED. SWLLCOlJTROLPMCTICES j W
TURBIOItt PIAN HAS BEEN PPEP.R[D TO INSTRUCT THE CONTRAGTOF ON
7/
\41TH THG PlANS.FFTEP THE ENTIflE SITE IS STABILIZED.TH[ 13.PEPI.+.ANENi[ROSION CONTROL THE EROSiON CONiR���ACILIilE50F �COnG�Ct¢ ❑ F¢hiliZe�S �w
FLACEMENiOFTHESECONTRCLS.ITISTHECONTMCTOR5RE5P0�51BILIiY ACCU!.fULATE05E01`.1ENTVIIILBEFE�:OVE�FR01.1THE5E01AfE�JiTRAPS THEGFOJEGiSHOULOeEOESIGNEDTO!.^.I\'I�"IZETHE1�.1vqCTONTHE ❑WOOd I�ADDITIONTOTHEGOODHOUSEKEEPINGANOAIATERIALMANAGEAIENT COMRACiOFSCERTIFICATION �
TOI�ST�LL AAD I.If.INiAIN THE CONTROLS PER PIl�N AS VlELL AS ENSURI,46 AND THE FARTH OIKEISV/ALESIVILL BE REGRHOEDIPEl.!OVED AI.'D STABILIZE� OFFSITE FACILITIES. ❑ASPh2I� ❑ Petroleum Based Produc[s ❑Masonry Blocks P�CTIGES OISCUSSEO IN THE PREVIOUS SEGTIO�S OF TMIS PLAN,THE N�
FOLLO'.'JIM1G PRAGTICESIVILL BE FOLIOt'/ED FOR SPILL PREVENTION ANO I CERTIfY UN�[R PENALTV OF lAV'lTHHT I UNDEflSTAND THE TER115 AN� LL�
iHE PLAN IS GROVIDI�G THE PFOP��PqOTECTIO�AS FEOUIFED BY FE�ERAL. IU ACCOPOAM1'GE IVITH THE EflO510N 8 TURBICIiY C�NiROL PIAN. 14.PERIAANENT SEEDII:G�.ALL AREAS:VMICH HAV[(3F.f:N DISTURBED BY ❑Tdf ❑ Cleaning Solvenis ❑Roo(ng Materials O
CLEAR:UP: CONDITIONS OF THE FDEP GENEPIC PEFlAIT THAT AUTHOFIZES THE STORIA IVATEfi �
STATE AND LOGAL IhVJS.FEFER TO'GONiRAGTORS RESPONSIBILITY"FOF A CO�STRUCTION WILL.RS A M1'.II�Il.111!A,BE SEEDED.THC SL[DINGl.'IX:.1115T �Deiergen�s ❑ PeIf1�5 ❑PAetal SWds pISCHAl1GE5 NSSOCIATEOI'JITH I�JDUSTRIAL ACTIVIIV f ROA1 THE //�
VEFBAL OESCRIPTION OF THE CO�TROLS THAT 41AY pE I'AGLENENTED. PROVIOE 00TN LONG-TERIA VEGETNTION AA�PAPID GHOVVIH SEi.SONAL M.HM1UFACTUREflS'RECO\1M[I:�CD MLTHODS FOR SPILL CLEANUP\'JILL BE CONSTFUCTION SITE I�ENTIFlED AS PART OF THI$CEIIiIFICNiION. V'
V[GETATION.SLOPES STEEPER THAN 4:1 SI{p��p[SEEDED ANO MULCHED � � � CLEANLY POSTED ON SITE AND SITE VEIi50`�NELIYILL BE A�ApE AY/�RE OF THE
STOFf.1 IVNTER 1.1ANAGEI:,ENT CONTROLS PROGEOURES AND THE LOCATION OF THE INFORl.1ATION AND CLFANUP
OflSO�DEO.
FROJECT$TORM Wf.T[R DRAINNGG IVILL OC PflOVIDED BY STANDARD I�YLET STRUCTURAL PR.�CTICES SPILL P4lEV[NTION SUPPLIES.
COLLECTION SVSiEA1,COM/EYANCE FND�ISCN.1qGE i0 aaIVaTE FEiEUT10� MATERL4L5 AN�EOUIPMENT NECESSFRY FOF SFILL CLEAM1UP WILL BE KEPT
PO:JD.AfiEASI'JI�IGIIAREI:OTTO�ECC��STflUCTE00Y.BUTYIILLBEfiEGIiADEO ITISTHEGONTRAGTORSRESPONSIBILITYTOIl1PLE1.IENTTHEEROSIONAND t. TEA^,POIiAftY01VER51C:J�IKE�.TE1.'.aORAfiY�NEfiSI0N01i(ESM:.Y6E INTHElAATERIALSTORAGEAR[AONSITE.EDUIPI.fE1�TANDt1�TERIALSVIiLL
SHRLIBESTABILIZ[�1�.iN[OIATELY.:FfEflGM01NGI5C0!.1�LETE,WHEN TUREIDIttCONTqOLSASSHOWNONTHEEFOSIONA�:OTURBIDIiVCO�TROL IISEDTOCIVEflTFUNOFFTMflOUGHASE0111ENT�TRAPPINGFACILRY. �•'wTEiilALM11ANAGEl.1ENTPMCTICES
GO.�STRUGTIONISGO!:PLETEATOTALOF0.95ACRES�VILLHAVEBEEN PLqN.liISaLSOTHECONT4tACTOFSPESPO�SIBILITYTOENSUR[TH[5[ !,l:DITSH�LLBECO45TRUCTE�I�ACLORD�UCETOD�9i�. I\CLUDEBUTIlOTBELIMITEDTOBROOMS.DUSTPANS.AIOPS.MGS, - ° �
THEFOLLO`:JiM1'GNRETHEl.1ATEPiAL11:.NAGEh1ENTPMCiICESTMATIYILL = -
REGMD[D80.!1�CRESLEFTUIlDISTUfiBED.THESIT[OISCIIARGESTO� COVTROLSAR[PROPEPLYINSTALLED.l.1AINTAI\EDAI:DfI1�CTIONINGPROf'ERLY 2. TEMPOR�IIYSEUi�AtNiTfuPnSE01`:iENiT�i�PS��ALL6EIt�Sinl�EDl�u GLOVES.GOGGLES.LIOUI�ABSORBEM��.e.KITTYLRTEROREQUAL), � = °
�.1ASiEfi SiORI.:t'/�TER SYSTE�1.YMERE PF�CTIC�L,iEA1POMfiv SEDI�AENT F3E USED i0 RED'JCE THE RISK OF SPILLS Ofl OTHEfl ACGIDENTqL E%POSUflE
TO FIitVENi TUiiBI�ON POLIUTEU VIATER FRO!A LEAVI\'G THE VIiOJEGi SITE. AN DRAIilAGEY/FV NT A STOR!.1 DRAIN I�LET OH.:T OTHEN POINTS OF SAND,SAl'JDfIST.AND PIASTIC AN0 1.1ETAL TfiASH CONTAIN[RS SPECIFICALLY � � V
BASINSVALLBEUSE�TOINTEFCEPTSEDI!.1ENTOLFOfiEENTERII.'GTHE OFAIAiCRIALS/+Np5UB5TAl.GESTOSiOR".iWAT[RRUh'OFF. FOFTHISPURPOSE. � ,a; O
THFC(JNTF,ICTOPWIIIAfIJUSTTHFFRIIeIONPNDilIRF�DIiVCONTROISRHOVI�� OISCHARGEf-(i0!AhCI5TUF2FDn4EM1. - � - y �
f-ER".1ANENT STORI.IWATER BASI.V.THE Si0R1.�lVATEii SVSTE!.115 DESIG�:E�I�� � � U O
ON THE ER0504 FM1'D TURBIDIIV CONTflOL PIAN FNO ADD FCOITIONA�CONTflOL THE FOLL0IVING 5[CI::LNi TflAPS t,1AV 6E CO.VSTIiUCT[D EITHER q�L SPIL�S WILL BE CLEANED UP I!.141EOIATLLY AFTEfl�ISGOVEfiY. � I
ACCORDPNCEVIITHTHEREOUIRE!.tEM55ETFORTHOVTHEDEPARTI.IENTOF GOOUIIOUSEKEEPI\G Z � p�
AIEASUHES.ASHEOIIIRED,TOENSURETMESITEMEETSALLFEDEPALSTATER�D INDEPENDnNTLYORI.�ICONJU�.CTIONwIiH�TEMPON.11iYCNER510N TNESPILLAPEANlILLBEKEPTWELLVENTItATEDANDPERSONNELt'JILL
ENVIFON!.1ENTAL PROTECTION FOR TNIS NPE OF�EVELOPMENT ATTHE TI1.1E IT - � d
VJAS GONSTf1UCT[U. LOCAL C-RO510+1 A��TUIiBI011Y CONTfiOL RLpUIRE1.1ENi5.THE FOLLOVlING�CST flit FOLLO'NING GCOD HOUSEKEEPING PRAGiIGES WILL BE FOLLOWE� �yEqR APf'R01'IiWTE PfiOTEGTIVE GLOTHI�tiG TO PREVENT INJUf1V FftO!.1 c � � � N a
MANAGEI.IENTFflACTICESVlILL�EI'APLEAIENTEONVTHECO�lTMCTOfiAS DIRE� ONSIiEOURINGTHEGON$TRUCTIONPROJECT.
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SITEBYTHEREGUUTORYAGEM1CIES. CAPAGITYISNECE55/RYTOPREVENTE%GESSIVEGONCII:GAROIIN� �ANEFFORTVJILLBEI,IADETOSTOflE01JLYEhOUGHPPOGUGTRE0U1RE0T0 APPROFRIATESTqTEOfiLOGALGOVERNLIENTAGENGV.REGAfiOLESSOFTHE Q Z � � Q
TIVI\G OF CONTROLSI�AEASURES THE STRUGTURE.REFEfl TO D-902 FOP CONSTRUCTION OF A CO i11E JC�. SIZE OF THE SFILI I J Z O � �'-
CUfle INLET SECI`.fENT FILTER.AM1'0 D-904 FOA CONSiRUCiICN CF;. �yJ
REFEfi TO'CONTMGTORS H[SPO�JSICIIITY'FOfV TIVE 11:'I\G OF THE SPILL PPEVENTIO`l PfAN WILL BE NDJUSTED TO INCLUOE I.�EASURES TO � � � O
pROP I�LEi SEDI'.1ENT FILTER. •AL�1.1ATERI%.l5 STORED C+ISITE 4'JI�L BE STORED IN A M1EAT,ORDERLY (� I a ' O
CONTFOI/�.tEASUPES. STABILIZqT10�PRACTICES EROSION A1J0 SE�I!.1EM CONTROLS
2.GR�VELSEDI!.tENiTRAP-THISPROTECTICNISAPVLICAULE\VHERE A1,:NNEIiINTHEIFAPPFOPRiATEGONTAINEfiSAND.IFPO551ELE,UNOEflH ���ENTTHISiYP[OFSPIlLFP01AliE0CCUfiRI`JGAt:UMO'."/TOGIUNUP z � W i
HEAW CO�\CENTRATEO FLO:VS:.RE E%PF.CTED.BUT NOT VJHEIiE RCOF OF OTHEF ENCLOSURE. THE SPILL IF THERF.IS ANOTHEfl ONE.A DESCRIPTIO�`l OF THE SPILL,l4HAT O � = p�
. HAV BAL[BFRPIER:HAY 9ALE BARflIFRS CnN 8E USEO BELOIY PO�LIti'G nPOl1ND TNE SiRUCTURE�.11GNT CnUSE E%CESSIVE GAUSE�IT.ANp THE GLFANUP MEASURES VJII.L AL50 BE INGLUOEO. '� (� z t�j > a
�ISTURo[OAREASSIIBJECTTOSHEETAhORILLEFO510NVlITMTH[ II.'CONVENI[NC[O(iDA1AAG[TOADJACENTSifiIlCiUli[SAUh'PfiOTECTED T�iE51TE5UPEliI.VTENDENTqE5P0:J516LEFORTHEOAY-TO��AVSITE �� Z Z O �
CERTIFICATION OF GOI.IPLIANCE YJITII z y a
FOLLO:VI�'G LI!'�ITATI01l5' �- �
FLO[fiAL,STTT[�N�IOCAL R[4ULATIONS - AREAS.FEFER TO U-90]FOH CDNSTRUCTION OF CUfiU I.VLEf 5 O(iOP �PRO�L'CTS\41LL BE KEPT IN THEIR OflIGINAL CONTAINCRS V/ITH THE OPERATIO�S,ViILL BE THE SPILL PR[VCNTION TND CL[NNUP COORDIN:.TOfl. - Q p y �
- A.IVHERETHEl.tA%IIAU4ISLOPE�EHINOTHEBAPRIEFISJ3PERCE�lT. SE0111ENiTM!'. ORIGI�ALIANNUFNCTUPERSIf��EL. HEISHEVIILLCESIGNAT[ATl[ASTOYEOTHERSITEPE4150\'N[L1V110 o J p U �
• INAGCOFOANCEWIiIiFE�EML,STATEANDLOGALIAWSRELITE�TOSTOPI:1 \YILLRECENESPILLPREVENTIONANDClF1.hUPTF;.I`JI�\G.TNESE � a � W
YlATERlAANAGEI.1ENiANDEFO510.�ANOTUR6I�ITVCONiHOLS.THEFOLLO'.III.'G O.I41.11.VOfiS\YALESORDITCHLINESWHERETHEI.^AXIAfU\1 3.DROPI��LETSEDI'.tENTTMP�THISPROTEGiIONISAPPLICN��LVJHEFE � Z
PER!.11TSHAYEBEEN06T:.ING�. CONTRIBUTINGOflAI�AGENREAI$NOGfiEATERTHAN2qCflE$. 'SUOSiANLESIYILLNOTBEI.IIXED\VITHON[.:NOTI�[RUNL[SS IVONI.�'iUALS�VILLEl�Ct10ECOMEfiESPO`J519LEFORAVAqTICUlAi1P11A5E y� O
THEIflLEiOMINSA(iEIATIVELYFWiAIiE,'.�S<SYe�ANpt'lHERE = p� _
�EP STAN�ARD GENER:.L STOR51l'JATEH PERA11i NO. C.\'/I IERE EFFECTNENES515 FE�UIRED FON LESS TIfAN 31.'ONTHS. SHEET OR OVERLAND FLO':IS�O<0.5 GFS)ARE N�IGAL.THIS I.tETHCD REGO\�!.1[NDED BY TME I.+ANUFACTUfiER. OF PREVENTIO!!�ND CL[f�NUI'.iHE NAI:IES OF FiESPCNSIBLL SI'Ill a
OEP NPDES PERA'IT�O. SHALL IJOT APPLY TO II:L[TS RECENING GONCENiRAT[0��G':JS SUCH PERSONNEL\'JILL BE POSTED IN THE�fATERIAL STORAGE�REA FNU IF
�.EVEFV EFFORT SHOULD OE 1.1ADE TO LI411T THE USE OF STMV/�ALE •YJHENEVEfl POSSIBLE./LL OF A PRODUCT WILL BE USED UP BEFORE APP�IGABLE,IN TME OFFIGE TMILER ONSITE. �
. BAfifilEfiS CO`JSTRUGTLD 11!LN[SiREA1.15 OR I�S\'lALES V'JH[!i[ AS IN STREET Oli M1IGIM1VAY IAEDIANS.RCFEfi T�D�905 FOfi
THERE IS TH�POSSIBI�IIY OF A 1VASHOl1T.IF NEGESSARY,1.1FASU11[$ CONSTRUCTION OF HAY BALE 8 F�BRIC SE�I"AENT FILTEfi. IJISNO51�'G OF iHE CO�N,:INER.
OIVNERS CEflTIfICATION SHALL BE TAKEN TO PROPERLY AhCHOR BALES TO INS�RE �
�GAI^1ST WASHOUT. 4.OUTLGT FROT[CTION:APPLICAOLE TO THG OUTLETS Of NLL FIP[5 AND '���ANUfACTURER'S REGOl.1!.�EN�ATIONS fOR PFOPF.R USE AND�ISPOSAL
VAVE�CHANNEL SECi10.�5 WHERE TttE FLO`.v COU�U C:�USE EHOSIC.�' VJILL 6E FOLLOVYE�. AIAINTENRNCFJINSP[CTION PROCEDUR[5 u
I C[RTI(�l'U\'O[!i r��14�rv OF LAW TuqT THIS OOCUl,1ENT A�ID ALL R[FER i0 STANDARD DETAILS FOR GON�TRUGTII:G TnE HnY �SEDI:.:CNT I'f106LCIR TO TI IC fiCC[IVI�:G\VAT[R GOD'f.SI�T FEiJCES n EROSION AND SECII.+.ENT GO�TROL INSPECTION AND!.1AINTENAl.'CE PPACTICF.S I N F, �IV,
ATTACH�AENiS VlEFE PR[PARED UNDEF IAY DIRECTION OR SUPERVISION IN BALE BARRIER.�LSO REFER i0$TAhUAR�OETAILS AND PEQI:IFEl.tENi FOR HAY BALES ARE TO BE I�STALLED I`.1!AED�ATELY DO'NNSTRGI.1 OF THE '1��E SIiE SUVEIiINTENDENi 1VIlL INSVEGT DAILY TO ENSUREl.1ATERIALS W
RGCOR�ANGE WIiH A SVSTEIA DESIGNED i0 ASSUR[i11AT OUALIFIEO PflOPEN LOCATIO��.MATEFIAL 8 USAGE. �ISCHARING STNUCiURE AS SHO`l/N ON THE CUiLET PROTECTION DETAI�. ONSITF HEGENE PHOPER USE PM1O DISPOSAL. THE FOLLOWI>JGAqE INSPECiIOU ANO AIAINTENA�'CE PfNCTICES THATI'lll l PF. �-�
PEfl50\NEL PPOPEflLY GATHERED AI.D EVALUATED THE INFOR!.'�.'.TION USEO TO A1AI�TAM EROSION TND SE�INENT GONTROLS.
SUC!AITfEO.DASEDONAIVI�YGUIRVOFTHEPERSOVOfi1'EfiSONS\'JHO 2. FILTEflFA9FIGBAIiFIEli'FILTEIiFABFIGBARRIERSCANBEUSEDBELOIV 5. SEDI'.1CNT�FSIN:1'lILL�ECONSTRUCT[DATiHECO!A::ONDMINFG[ •I.�OA:ONETHANiUACRESOFTHESITEY/ILLBE�ENUOE�ATONETi!.1E
MANAGETNESYSTEM,ORTHOSEPEFSONSDIflECTLYflESPONSIfiLEFOR DISTUHBEDAflERSSUBJECTTOSH[[iAN�RILLEROSIONWITMTME LOCATIO��STHATSERVEANAREAIVITH1pORA10PE015TURBEDACFES DRAWN: JRT
fOLLOVII�\G IJ!:ITATI0�5. �UIiHCUTYJRITTEN PEfil.'ISSIOU FRO\t THE ENGINEER.
GATHERIAG iHE INFOR!AATION,TNE I`lFOR41ATION SUB:"�ITTE015.TO THE p,yyHERE THElAAXIMUM$LOP[BCH:M1D THE BARRIER IS 33 PERCENT. AT 04E TIl.fE,TII[PfiOPOSED STOF1.11'JATER PONDS�Ofi TEA1f'OMRY
BESTOFRttKNOWLEDGEANDBE�IEF.TFUE.f.GCUMTE,PNDCOh�PLETE.I p.14l.11�ORSWALESOfl01TCMLl!![SYIHEfiETHEl.1A%1".1111.1 PON�S�VJILL�ECONSiIiUCTEDFOPU5EA55E0�"AENTOASINS.iIIESE 'ALLCONTflCLt.,EASIIftESWILLBEINSPECiEDBVTMESUPERINTENDENT, DESIGN: JRT
q`A AIVARG THAT THERE ARE SIGNIFICANT PENALTIES FOR SUd�AIifING FPISE SEDIMENT BASINS 1.1UST f'(iOVI�E AlAl�tilllll!A OF]600 CU�If,FEET OF TI�IE PERSO��RESP0451IiLE FOfi THE�AY TO DAV SITE OPEFATION Ofl
CONTRIBUTI\G DPAINAGL ARG IS NO GREATER THAN 2 ACRGS. STORA6[P[R hCRf DMI�YEO U�uiIL fl�nL STnBILIZATION OF iH[SITL. SOIAEONE APPOINiED BY iHE SUPERINTENDENT,AT I.E�ST ONCE�WEEK PNO '
INFOR!AATION.INGLUDINGTIIEPOSSI�ILIiYOFFINEANDIMPRISONIAENTFOfl P[FLRTOSTAN�AR�DETAILSFOFPROP[FCONSTRUCTION FOLLOWI�GANYSTORM1tEVENTOF0.251NCHE50RGREATtR. ! CHECK: LT
KNO'lIIM1'G VIOLITIONS. pF TI IE FILTER FABRIG BNFRIEF. THE 3,600 CU�IC FEET OF STORAGE AREA PER FCPE DPAINEO DOES I:OT
APPLV TO FLOVYS FIiON OFFSITE AREAS AND F�0\VS FR01.1 ONSIiE AfiEAS NOTE.SIiE CONiRACTOfi �1 i
J. �flUSHNARpIER�'JITHFILTERF�DIiIC.dliUSHBAliRIERl.1AV�EUSE� •qLLTUP8101TVCONTROL!.1EASUfiESVlIL�OEl.1AINTAIllED14GO0DWORKING SHAIIAPFLYFORANDORTAI:.' pA'rE:N�V. 20�6
THAT AFE EITHER UNOISTUFBED OR HAVE U�DEflGONE fINAL
OELO'llDISTURBEDARFASSU0.1[CiTOSHEETAhDRILLEROSIONIVH[!i[ OPOEfi:IFAqEP,11RISNECESSANY.ITWILLeEINITIATE�WITMIN2�li0URSOF AGENERICPER4'IiFRO'.1THE .
SIGNED' STABILIZATION WHE{iE SUCH FLC':/5 APE DNEfliEU MOUND 60TH TYe R[PORT. FOEP PNO PERFOfl�.1 ALL �
ENOUGH FESIDUE IAATEflIAL IS AVA1lABLE ON SIiE. REOUIR[!.1[Ni5 AND TASKS
a. LEVELS!'liEADER:ALEV[LSPflGOEli1,+AY8EU5EDW!'ERESECII:,ENT- DISTUR6LDAREA,INOTHESEDI!.1ENTBASIU.RNYTEMPOflARYSECI•.fEUT THEREOF. ��� �� PLATE
D�TEO: B:.SI.�S CONSTNUCTED I.fUST 6E�ACHFIL�EUAND COA�PnCTED IN 'BUILT UP SEDI!.1ENT WILI BE flEAfOVED FRO�t SILT FENCE V/HEN IT�1A5 �� � � -
FREE STOFAI RUNOFF IS IUTEfiCEPiED AND CNEflTEO AIVAV FfiO!A THE ",� �: �
GM�EDRPEASONTOUNOISTUPBEOSTABILIZEOAREAS.THISPRACTICE ACCOROANCEYlITHTH[SP[q�ICAT1045FORST1iI1GTlIMLFlLLALL RE:CHEDONE-THIROTHEHEIGHTOFTMEFENGE. " . -I �i, � ' C-12
FPPLIESOULYi.VTHOSE5ITUATIONSWMEPETHESPPFADERCFNBE SEDI�AENTCOLLECTEDINPERI.IANENTOPTEMPORAliVSEDI\1ENTTfiAPS ��1
l.1UST BE R[MOV[D UPON FIN/L STABILIZATION.
- SHEET OF
NPDESLEGEND
SYIABOL DESCRIPTION SPECIFICATIONS:
NOTES:
1. CONTRACTOR MUST ESTABLISH AN APPROPRIATE "CONCRETE TRUCK VlASHOUT AREA". CONTRACTOR TO INSTALL EROSION CONiROLS AS SHO4lN ON THIS PLAN AND/OR OTHER PROJECT SPECIFICATIONS, ALL IN C061PLIANCE WITH LOCAL
'-- fILTER FABRIC FENCE GOVERING AGENCIES, AND EPA. CONTRACTOR SHALL FILE AND GIVE NOTICE TO THE APPROPRIATE PARTIES AT A MINIMUM 48 HOURS PRIOR TO
� 2.ALL ON-SITE IMPROVEMENTS ARE TO BE OWNED AND MAINTAINED BY THE PROPERN CONSTRUCTION. IT IS THE OBLIGATION OF THE OPERATOR/CONTRACiOR, SUBCONTRACTOR, AND PERMITTEE TO UNDERSTAND AND COMPLY WITH THE
INLET PROTECTION BARRIER OWNER AN� WILL NOT BE DEDICATED TO THE PUBLIC OR MAINTAINED BY THE PUBLIC. NPDES GENERAL PERMIT ALONG WITH ANY REQUIRED FEDERAL AND/OR LOCAL GOVERNING AGENCIES.
- °P THE OPERATOR OR OPERATORS INVOLVED WITH CONSTRUCTION ACTNITIES INCLUDWG CLEARING, GRADING, AND EXCAVATING THAT RESULT IN LAND
� CURB INLET PROTECTION BARRIER DISTURBANCE WILL NEED TO IMPLEMENT POLLU7ANT CONTROI MEASURES IDENTIFIED ON THIS SHEE! (C-8A) AND MUST COMPLY WITH THE N
REOUIREMENTS OF NPDES GENERAL PERMIT AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION Z
SC CONSTRUCTION EXIT- TYPE 3 CONTROL, ALONG WITH ANY ADDITIONAL DOCUMENTS OR AMENDMENTS THERETO: �
IN
POST A SIGNED COPY OF THE CONSTRUCTION SITE NOTICE AND/OR N01 AT THE CONSTRUCTION SITE IN A LOCATION WHERE IT IS READILY w
. � CONCRETE TRUCK WASHOUT AREA AVAILABLE FOR VIEWING 8Y THE GENERAL PUBLIC, LOCAL, STATE, AND FEDERAL AUTHORITIES, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, AND �
61AINTAIN THE NOTICE IN THAT LOCATION UNTIL COMPLEfION OF THE CONSTRUCTION ACTIVIN
EXECUTION:
7.Construct rock pads for construction enUance/exil This will be the first construction work on the project.
2. Install sediment barriers down slope from construction activities that disturb site soil;
� �� ,7�'� � � � �� 3. Construct rock surface for temporary porking;
� �
. ��� " � � j/ ,,.��l/��^ v, l'� �� l'� \ 4. A rock filter dam will be ploced at the outfall of any proposed detention/storm water quality pond as temporary outfoll protection ond provide �
: i �� . f �j � O , � � 0 filtration of larger soil particles. �
,__'- �
c4
;' I t� � �-���• ' �� � � � � � � � �'����.. 5. Cleor ond grub the 'mprovement oreas. Sediment barriers will alreody be in place down slope;
I � ' C. +�---\-_\---\-- --_ -�- - - ..
� I !; �� -.� � � � � ' 6. Excavation ond embankmenl to form droinoge channels;
--� j A
� �__��� - , 7. Excavation and embankment to form the building pad and pavement oreos;
j i ��j\ / o �s� ' � / B. Underground Utilities - Sediment barriers will be utilized os required to bound the down slope side of utility construction ond soil stockpiles;
>..
I !� -.. . � � ,.,..:
,. � -.:.0 -..:a:;..�.v�.c ____ 1' __ __ __ _ _�_______ 4 _ � __ 9. Final Grading - Sediment barriers will be mointained down slope from disturbed soil during this operation; -�
� i ��.
�, f.f,:, ,, `, , >aoxxir urc r- r- __ . m O
� �
_ � 10. Completion of orsite stabilimtion. (Controclor must obtain a minlmum of 707 vegetation or the minimum requirement by local governing acency.) � �* �
� The actual schedule for implementing poltutant conlrol measures wili be determined by project construction progress. Down slope protective measures w Q¢ Z
I I must alwoys be in ploce before soil is disturbed. �� _� O
I �0 .o' ive �~ _� U
..� . � "SWPPP INFORA!ATION"IAUST BE F� j Q
DISPLAYED PROIAINENTLY ACRO55 � Z F Z
ba 1
� THE TOP OF TNE SIGN,AS SHOWN �- �W O
I I I 1N THE DETAIL. ot$ �
'•. � � m �d
I'. � � SIGN TO BE CONSTRUCTED OF A RIGID p] � Q
I OUT�OIOR SIGNHBOARD�. SGNDMUST BE Z Z
' I I T� CONSTRUCTED IN A A+ANNER TO PROTECT Q
' I I I � � DOCUMENTS FRON DAMAGE DUE TO �I �MINIMUM� W J
� ; � WEATHER(WIND, SUN,MOISTIJRE, ETC.). � � �
'JI ' PB� C`° ` p � AREA 82290 so.FT. / SWPPP INFORMATION �
iSIGN F.F.E.= 22.5' �� C �
� L0T 1 �
� covr a� q�
I ��� BA�N�K Q� GENER� AMERICA
CaJiRACTOR CQvSRiUC11QV
� IPB AMEFICA N01 Z
9� � � N01 yi[NOTICE O
�
I � �
I � \ IPB SC p � BANK OF GENERAL SiAiE �
I NORTH COPY Q'' COPY GF COPY Of z W
O AAIERICA CONIRACiOR 5(/PPLIED
PERMIi PER.UIT CONSTRUCnON
�—— U1HOR12Ail UiHIXtIZAT10 SIiE N0110E � �
�
( 2�� � 2��
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I --.... .:.__ ,..... _.__... . . ......-a'..- � a: -. . ..� �
I � r nnr r - ... rncaun uxe� - � . � •�, . SCALE: 1"=20' . o
I �F�� � � DETAILEO DESCRIP710M OF 7HE LOCATIOPJ OF o 0
THE SWPPP DOCUMEN7ATlON(BINDER AND SITE = o I
� MAPS)ON TNE SI7E. - _ F ^ a
� � �V9iiiiir�l2 I�O.L? (uJ� ti'ri't � � nNi v
I. _... .. ___ __- - (�: _.. ._._. ___.__ .. . _ . .. . . _.__ = �� N n m
PLAN ; - j o Q
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.....___ — ... ...... ___ _- ....._ __.__-- --- -_ ._... ... _. ___ ____ . \ I , , � , .-. m � m
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� �^ �`'� � �- �/ �- `W 'V/ �1 _- � y O �O
, �^ � `Y� � '� � `W � �� O Q m
PURPOSE 3. GOALS � � ' w
o z
The purpose of this procedure is to control erosion in order to reduce negative impacts Establish on erosion ond sediment control policy thot conforms to set proctices set � � �2
on water and air quality. Proactive meosures will address ongoing mointenance of a by the US EPA or other more stringent mu icipal standards. Provide a method for a
facility�s site as well as provide for future construction ond repairs io the site. Policy tracking and documenting lhat the policies have been followed. �
' provisions will include restoring eroded soil oreas and ellminoting conditions that result
in erosion or sedimentation. 4. PROCEDURE AND STRATEGIES NO7E5:
Procedure and strategies include a policy thal mandates implementation of erosion 1) THE SWPPP INFORMATION SIGN MUST BE �OCAiED NEAR THE _�)
1. SCOPE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESS�BLE AND Pv/1
This policy applies to ail future construciion activities and infrostructure repairs at the and sediment control techniques and requires the techniques inclusion into contract VIEWABIE BY THE GENERAL PUBLIC, BUT NOT 065TRUCTING VIEWS AS TO ''!J
focility site in an effort to control erosion and sedimenlation. documents for any consiruction projecis corried out on site. Consider employing CAUSE A SAFE7Y HAZARD. �
stralegies ihot address Lemporory ond permonent londscopinq issues ond chonges; 2) ALL POSTED DOCUMENTS MUST BE AIAINTAINEO IN A CLEARLY READABLE
2. PERFORMANCE MATRIX erosion caused by pedestrion troffic; and stormwoter overflow. Ongoing identificolion CONDITION AT ALL TIIAES THROUGHOUT CONSTRUCTION AND UNTIL THE
and elimination of lhese couses of erosion on sites are importont componenls of NOTICE-OF-TERMINATION (NOT) IS FlIED FOR THE PERMIT.
The plan must meet the (ollowing objectives: oddressing erosion and sedimentation. 3) CONTRAC70R SHALL POST OTHER STORM WATER AND/OR EROSION AND
Prevent loss of soil during construction by stormwoler runoff and/or wind SEDIMENT CONTROL REIATED PERA11T5 ON THE SIGN AS REOUIRED BY THE JOB N0:
A� erosion, including protecting topsoil by stockpiling for reuse. 5. RESPONSIBLE PARN
GOVERNING AGENCY.
4) SIGN SHALL BE LOCATED OUTSIDE OF PUBIIC RIGHT-OF-WAY AND
Prevent sedimentation of storm sewer or receivinq streams. A facility monoger will be responsible for the ongoing implementotion ond will sign EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. ': DRAWN: FDD
B. off the focility sedimentotlon ond erosion policy.
Preveni polluting the oir with dust and particulor matter. 5) COMRACTOR IS RESPONSIBLE FOR ENSURING STABILIN OF THE SWPPP i
�, INFORMATION SIGN. \ ` CHECK: LT
Building operations and mointenance activity will be logged to ensure that plan 6. TIME PERIOD � i
�' has been followed. The duration of a focility's operations under current owner ond operator. SWPPP WFORMATION S�CiN � I�� �� DATE:NOV. 2016
I �
� . PLATE
1 i
i � ����_ �� '� C-13
, ,
�' SHEET OF
1.SET POSTS AT REOUIRED SPACINC AND 2.ATfACH FILTER FABRIC TO POSTS AND INSTALL POSTEO 1'BER11
DEPTH. E%CAVATE A 6"v 6"TRENCH R INTO THE TRENCH. BACKFILL THE TRENCH AND SIGN
UPSLOPE ALONG THE LINE OF POSTS. COAIPACT THE EXCAVATED SOIL.
2" 2"WOODEN POST � �o y
OR E�UNALENT. p
� :; �1 1 1
i I �j����i���+li���� % �N
� �� I� � � I '4 �� � I i l I.� 3 S r VARIES I Z
i � � i I' '� I � ���� i i SECTION A-A o
�///�i/ - 2.� � Y��''
u.Ts. �n
` ° � /��� n /�%�%%%_� w
� 'N`�k. .Y., .i z i%%i i, � �
K
�.a 6" �S ��j�. 6'
/
� F�� �"� SAND BAGS
ALTERNATE V-TRENCH A A
EXTENSION OF�ABRIC POST EXTENSION OF FABRIC POST
INTO TRENCH. INTO TRENCH. � I�
r r/ ��
FILTER FABRIC FILTER FABRIC �
FLOy SO�PACTED /r �
FLO'f/ I � � r � �
\ / � r / Q
'°� , ;.: i z '<���l�i����, �D ��i i mm I � ( � o
� � �����\��N`����.T\1.%'t�' mmmmm�mm�m�m r r �
MIN. COIAPACTEU SOIL ������������� � r /
��������������� � I I VARIES I
��� ��� PLAN VIEW
����/�� u.rs. m J
���\V GENERAL NOTES: Q m O
GENERnL NOTES:
�, POST A SIGN READING 'CONCRElE WASH OU7 PIT"HEXT TO THE PIT. Q
1. SEi POSTS AT 4-FEET IAAXIIAUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH W �O �
SUPPORT NETTING IS USED,SPACING OF POST IAAY BE IhCREASE�TO 8 FEET IAA%IMl1M. 2. VERBALLY INSTRUCT THE CONCRETE TRUCK DRIVERS WHERE THE PIT IS AND TO WASH OU7 THEIR TRUCKS ��- _� Z
IN THE PIT AND NO WHERE ELSE. � �O O
2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER,OVERLIP 6 INCHES AT W~ _�
THE POST,FOLD TOGETHER,AND ATTACH TO THE POSTS. FILTER FABRIC ON TOP OF GRATE J. UNPON THE CONCREiE SETfING UP(CURING.DRYIhG OVT).THE CONCRETE WASTE SHALL BE REIAOVED �O N LL U
(TUCKED UNDER EDGES) FROM THE PROJECT SRE AND DISPOSED OF PROPERIY BY THE CONTRACTOR. AFTER REIAOVAL OF THE � J �Q
CONCRETE WASTE,THE WASH OUT PR SHALL BE FILLED WRH CLEAN FILL NATERIAL AND COIAPACTED TO Z F"
3. REAIOVE SEDIMENT DEPOSRS WHEN SILT DEPTH REACHES ONE-THIRD OF TME HE�GHT OF F. (n Z
THE FEI:CE. IN-SRU CONDITIONS,OR AS DIRECTED BV THE PRQIECT SPECIFICATIONS. � o j O
4. CONCRETE WASH OUT PIiS SHALL NOT BE LOCATED DIRECTLY ADJACENT T0,NOR AT AIIY TIA1E DRAIN m O
INLET SOCK DETAIL INTO THE STORAI SEWER SYSTEIA OR ANY OTHER SWALE, DIiCH,OR WATERWAY. m r Q
FILTER FABRIC FENCE 5. CONSTRUCT ENTRY ROAD AND 80170N OF WASHOUT AREA TO SUPPORT E%PECTEO LOADINGS FROM �. J
TRUCKS EQUIPAIENT. Z Q
X FF x �,P CONCRETE TRUCK WASHOUT AREA � W
SYIABOL SYMBOL CiW � �
SYMBOL � �
W000 OR METAL POST �
EXISTING GROUND SD'-0" PUBLIC Z
REINFORCED ��N RIGHi-Of-WAY POLLUTION PREVENTION NOTES: O
INLET FILTER FABRIC
BARRIER •EROSION AND SEDIMENT CONTROL BMPS IN ADDITION TO THOSE PRESENTED ON THE PLP.NS AND N
OUTLINED IN THE EROSION AND SEDIMENT CONTROL PLAN (ECP), BEST 61ANAGEIAENT PRACTICES (BMP� O
EZTEN5i0N Of FiLTER FABRIC PLAN, OR STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IlAPLEMENTED AS NECESSARY �
IN7o TRENCH. VARWBLE DISTnNCE � �� �� TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE
WIRE I I 36 INCHES IAINIIAUTA e'MIN. STORM WATER CDNVEYANCES OR RECEIVING WATERS, OR ON SITE WETL4ND5 AND SURFACE WATERS. W
FILTER FABRIC BMPS SHALI BE DESIGNED, INSTALLED, ANO MAINTAINED BV THE SITE OPERATOR TO ENSURE THAT OFF �
POST PERAIEABLE,SEPARATION GEOTEXTILE GRADED TO PREVENT SITE SURFACE WATER QUALIiY REAIAINS CONSISTENT Y/ITH STATE AND LOCAL REGULATIONS. [THE
FLOW_ FABRIC FOR FULL WIDTH AND LENGHT OF EXIT RUN-OFF FROIA IEAVING SRE OPERATOR IS THE ENTIN THAT OWNS OR OPERATES THE CONSTRUCTION ACTNIN AND HAS AUTHORITY TO
WOOD OR
� MEfAL BEAM PROFILE CONTROL 7HOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.]
A A
iO � / ?% � aROVIOE APPROPRIATE 7RAN5iTION •OFF SITE SURFACE YlATER DISCHARGES, DISCHARGES TO THE M54, OR DISCHARGES TO ONSITE WETLANDS
i� L BETWEEN SiABIUZED CONSTRUC7loN OR SURFACE WATERS WITH 7URBIDIN W EXCESS OF 29 NEPHELOMETRIC TURBIDIN UNITS (NTUS)ABOVE o
e � I � � I E.^.TR^.NCE n11D PUBLIC P.:GHl-Of-:':ar E.4CKGROUND LEVEL SHnLL BE tA!:!ED:.1TELY CORRECTED. SUCH INCIDENTS SHALL BE P.Ef'ORTED TO AIR L: ' � o
�� YfATER OUALITY Y/ITHIN 24 HOURS OF THE OCCURRENCE (PH: 941.861.5000; FAX: 941.861.0986�. THE -. o I
MIH REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. � m
SECTION A-A PLAN 50'-0' • THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT Ik1PACTED BY WIN EROSION, OR = � � d
A11N. EMISSIONS OF UNCONFINED PARTICULATE AIATTER IN ACCORDANCE WITH RUIE 62-296.J20 (4�(C)1, - In cv o
F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. � '� °'
SEE REINFORCED FILTER fABRIC BARRIER DETAIL � _
FOR REINFORCED FILTER FABRIC BARRIER REOUIREIAENTS ����\�� . •FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORIA WATER DRAINS OR WATER BODIES, -. � 0 4
L vARIEs ���� - OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE -- � o
ExIS7ikG '���I pUBUC CONTAMED, CLEANED UP, AND IMAIEDIATELY REPORTED TO AIR & YlATER QUALITY (PH: 941.861.5000; - -
GROUNO �j//��j RIGHT-O�-YlAY FAX: 941.861.0986). SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS Q �` o
1/3 L �J�,�\j��,� t PRACTICAL. . I p ' o
_!X�v,�%F L{ � � I
COMPACTED SOIL •IN CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL -- _ � j m
ACTIVIN IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE,AND AIR& WATER QUALITY _. - Z Z a
STAKE WATTLE COARSE AGGREGATE-S'TO SHALL BE CONTACTED (PH: 941.861.5000; FA%: 941.861.0986). - Y � �
OR WEIGM DOWN 5'GRANUTAR FILL(BROKEN '-- _ � o
WI7H SANDBAGS CONCREfE IS N0T PERMfITED) PLAN VIEW ' � U m
' WOCD OR MLEf •NATIONAL POLLUTANT DISCHARGE EUlAINATION SYSTEM:
q �I li Il�i I�����. INLEf �.1ETAL POST _ --- � �
FLOW _ 4" 2'-0" GENERAL HOTES: � O Z
, "IIIIIII�Iq � � � � � " a
/ � / I I� I� 1. NINIMUN LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET,WNICHEVER IS MORE �
WOOD OR
� � '� � A A MEfAL BEAN 2. COHSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDINC �
ALL aoiNTS oF INGRE55 OR EGRESS. • NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAWED AT LEAST 48
� HOURS IN ADVANCE OF CONSTRUCTION COMMENCElAENT IN ACCORDANCE WITH RULE
• ��. � � " � 3. I1N�ESS SHOWN ON THE CONSTRIICTION DRAWINCS, STABILIZATION FOR OTHER AREAS WILL HAVE THE
• 54ME AGGREGATE THICKNE55 AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION E%IT. 62.621.300(4�(A�, F.A.C. �
SECTION A—A 4. WHEN SHOWN ON THE CONSiRUCTION DRAWINGS,WIDEN OR LENGTHEN STABILIZED AREA TO • A COPY OF THE CERTIFIE� NPDES NOI, OR A COPY OF THE FDEP COVERAGE
ACCOIAIAODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIIAENT TRAP FOR THF TRUCK WASHMG (;UNFIRMAIIUN Ltl(tR SHALL 8E POSTED A� 'IHt SIIt IN ACCORDANCE WITH CI17 �
WATTLE STAKED AR�'
WITH 2 STAKES PER OF ORLANDO CODES
BALE OR WEIGHiED 5. PROVIDE PERIODIC TOP DRESSING WITH A�DRIONAL COARSE AGGREGATE TO IAAINTAW THE REOUIRED
WITH SANDBAGS DEPTH OR WHEN SURFACE BEC0IAES PACKED WITH A1U0. •THE SY/PPP SHALL BE CERTIFIED IN ACCORDANCE 1YITH RUIE 62-621.300(4)(A)PART
6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRNIN6 SURFACE. V.D.6, F.A.C., ANO A COPY OF THE CERTIFlED DOCUMENT SHALL BE SUBMITTED TO AIR
PLAN & OUALIIY AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION JOB NO:
7. AITERNATNE MEfHODS OF CONSTRUCTION MCLUDE PER CITY OF ORLANDO CODE.
-CEMENT STABILIZED SOII: COIAPACTED CENENT STABILRED SOIL,LIAIESTONE AGGREGATE,OR OTHER
NOTE: FILL MATERIAL IN AN APPLICATION OF THICKNESS OF B INCHES. DRAWN: FDD
TVPICALLY STRAW BALES ARE N0T REC0IAMENDED FOR WLET PROTECTION BARRIERS. -WDDD A1ATS: OAK OR OTHER HARDWOOD TIMBERS PIACED EDGE TO EDGE AND ACROSS SUPPORT •A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAIMENANCE RECORDS �,
WooDEN BE4A15 WHICH ARE PUCED oN TOP OF ExiSTiHG SOIL IN AN APPLICATION THICKNESS OP 6 SHALL BE MAWTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO �
iNCHES. CIIY OR STATE INSPECTORS PER THE CITY OF ORIANDO CODE. CHECK: LT
INLET PROTECTION BARRIERS -STEE�MATS: PERFORATED IAATS PIACED ACRO55 PERPENDICUTAR SUPPORT IAENBERS. , �
STABILIZED CONSTRUCTION ACCESS ' THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWA7ERING, TO SURFACE WATERS, OR�Y ' ' I DATE: NOV. 2016
❑ PORTION OF THE M54 WILL REOUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF � ,
IPB ENVIRONMENTAL PROTECTION (DEP). PERlAIT(5) SHALL BE OBTAWED PRIOR TO THE COMMENCEMENT� f� �� PLATE
SVMeOL SC DE�YATERING. ANALYTICAL RESULTS FROM PRE-DISCHARGE TESTING SHALL BE PROVIDED TO AIR F�W ER ,
SYAIBOL QUALIN PURSUANT TO REQUIREAIENTS OF THE Cltt OF ORlANO CODES. � .'��1� _. C-14
SHEET OF
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= n = A o BB&T-TEQUESTA
m m � D � � H & T CONSULTANTS,._ INC. LOT 1
� C7 � o N z o PLANNIHG — ENGINEERING 101 N U.S. HIGHWAY 1
' D < c, � � 9310 OLD KINGS ROAD 5, SUITE 1001 TEQUESTA, FL 33469
� � m o o JACKSONVILLE , FLORIDA 32257
m � � PHONE: 904-419-1007 FAX: 904-479-7�04 TR U C K M A N E U VE R I N G P LA N
DATE REVISIONS
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�-" -+ ' � � 136� �13l i i138 ° � - - -��_ E coNc� - - � coNc
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M 109 - 70��SABAL PALM
3 "' ,=.''�985 954�`"`'� 110 - 8" LIVE OAK
128 - 10" SABAL PALM
` � 731 - 6" RIBBON PALM
736 - 2-3" ROEBELENII PALM
LS 137 - 2-3"ROEBELENII PALM
� p ) LSA LSA Z ATM �38 - 3-6"LIGUSTRUM PATIO TREE
f . CONC � 0 140 - 15"TABEBUTA TREE Q
CC � �$p U 142 - 20"TABEBUTA TREE � '- Z
� 143 - 24"TABEBUTA TREE N }Q
. 45 A �� 794 - 3"GUAVA TREE W ¢a Q
LSA � a I�Z 795 - 10" SABAL PALM � 3� J
'� �24.0' �SA � 304 - 2-8 UTABEBUTA TREE � � �o �
3 ' 324 - 12' SABAL PALM � _
� � p������ 375 - 10��SABAL PALM � NQ z
' � � 376 - 10"SABAL PALM �N O
� Q81 � 377 - 8"QUEEN PALM � � W �_
�� �� 465 - 2-7�C RI TMAS PALM F- Z�
� !�j-� j 487 - 10"SABAL PAIM o w (,
� � LSFI �W 488 - 10"SABAL PALM � � �~ w
489 - 6" RIBBON PALM pq m
j d.88 j 537 - 8" QUEEN PALM W ll] �'
�3 �,�����,� 540 - 8"SABAL PALM � O
i
541 - 3-3��WEEPING PODOCARPUS conc
i � 4' S43 - 6"C^HIBNESEFAN PALM �
. � 583 - 8"SABAL PALM ggg �
( I ' 844 � 617 - 8" SABAL PALM STUMP �
675 - 70��LIVE OAK � m
678 - 4" PIGEON PLUM
f3 1^ 489� HR � � 684 - Bn SABA�NPALMM
,�/- 665 - 8"SABAL PALM p =
� }� � 686 - 8"SABAL PALM {
� r.���� � 697 - 4��PIGEON PLUM
� � `�����, 699 - 8 PIGEON PLUM �
f �3� ! �,t 700 - 10"SABAL PALM
W 707 - 4" LIGUSTRUM PATIO TREE �
j 727 - 10" SABAL PALM
„ �R � � 4 HR 752 - 8'~SABALLPALMM W
753 - 8"SABAI PALM W
� ' 843 - 2-3"ROEBELENII PALM
844 - 2-3" ROEBELENII PALM � �
i t J��� 892 - 12"LIVE OAK
. . t"���� � � 893 - 12"SABAL PALM
IGjQ.� �43�� I EXistlngTrepT� 956 - 6" KOPSIA TREE
f i i � � ee Preserved 980 - B"LIVE OAK
j � � � � _ 981 - 10" SABAL PALM
1 J 982 - 6"SABAL PALM
' f � ; \ L� �¢� ' � 983 - 3-2"LIGUSTRUM PATIO TREE o
HR ! � � � �54 �,j L 985 - 3-2"LIGUSTRUM PATIO TREE U o 0
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� � � LSA OVERHANG ( °J n a
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_ .3 ' � eo aymerBarrier � a o �
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Post(Typ)
� ` �����P����as��das�����6t,,,���3,F��H�h,T„�Bame�s�a,���t _WA TER WA Y R OAD (6 0' R/W) Z
ot EiUrer a lAaod F9nce WrUi 2z4 Pps4q Plaegd a Maximum.ul GiqhE(8)Feat Apart,Wrtfi a 2zA
Minxnum TOp Ra�i,w a Temporary Wirc Meyh Fence,or pther SimiWr Barrier Which WfA Umit
Acceaa to lM1eProtec(ad 1kea.
The Bsnicade Shell be ai Least One Foot in Yfiameterfo�Each Indi o(Trunk Diameter.For JOB NO: 2016.44
7tees less than t2"OBH.the Minmum Barrir�ade StreA 8e Placetl At Least si�;6)Feet AWay
KEY: From The 9aseOf the Trcr.
� � DRAWN: K.S.R.
�'�� �7 TREE TO�MAIN. Ttec 8arrroade Appravxi�Ob�n Ciry Approval of Tree 13arricades Betore Beginning Clearing
� � Opera(Wns orAny Sife Devekpmant e
� � SEE t�E PROTEGTION BARRIER � 2� :-; CHECK:SGH
� 683 � DETAIL T1115 9HEET. TRE�BRRRICARE DETAIL f`+/� (
~������ SwIa=N.T.3. —� i�._��,4 DATE:3-3-17
� t, 1
68� iREE TO BE REMOVED 1y' �•.�! '� .�&.�CL.s'l.T1D Pl�.TIING&DESIGN PLATE
�r:rrorc ryo,�.,w�v�= L—�
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� i
! LANDSCAPE CALCULATIONS:
' TOTCL AF£A9: PERIMEtER iREES NORfH SIDE: Y08 LF. PERIMETER BIIILDING TREE RELMIIREMENT BI�EAKDOLLN
�
_ ZCiJINC: COI'IMERCIAL I TREE/30 LF.
' --- -- — _ vUA.PUBLIC AREA: 16y'10 BF. TREES REaUIRED: � PERIMETER TREES NORTN SIDE: 53 LF.
� � `' —, 15�WA f�(2 L?NDSGAPE AREA 2,441 SF. TREES PROYIDED: � I iREE/3O LF.
� �� L.MIDBCAPE AREA PROVIDED: 1,563 SF. iREES REG7JIRED: Y Z
-- ' ��� i i , O 0 � O PERIMETER A�A!'.ELMIIREMEI�IT BREAKpOIW �/ �E5 SOIJiH SIDE: 2P1 LF. TREES PROVIDED: 1 w
i12EE5 REQUI�€D: g PEPoMETER TREES SOUTH SIDE. 53 LF. o Z
I �` ` � O O O O O O PERIMEiER AREA NORTH SIDE: 408 LF. I TTREES�GM11F'ED. 2 U O
iF£ES PRovIDED: 8
55F./LF.=5'xY08LF. tn
AREA REt�I11�D: Ip5m SF. tREES PROVIDED: 2 � w
� " � PERIMETER 7REEg EGST SIDE 80 LF.
- z, _� .-..c_.. _." ,l''',.- , .�REA PROVIDED: II48 SF. 1 T�E/30 LF.
" �{ � '�IG-: GF<� - ' PER�£iER.4FEA 5011TH SIDE: 271 LF. 7�E5 REGUIRED: 3 PER�MEtER'fi�EES EA3T SIDE: 43 LF. U �
' ' �"�' ' ���� 10'SFJ LF.=10'x 772 LF. I TREE/30 LF. �
1 ��'Y ,_ _ __ _- — _ - _ _ _ _ _ tREESPROVI�ED: 3 w
Af�fA�GMIIRED: 12Y0 SF. TREES REpllt'.ED: T a
� i -�.� `` ArsEA pROVIDED: 2T64 5F. �R�MEiER iREES LLEST 51DE: 93 LF. TREES PROVIDED: Y
' j "� :�— , PERMEiER AREA EAST SIDE: 80 LF. I TREE/30 LF.
iF�EES�GdI1RED: 4 PERR1EtER TREES IL�ST SIDE: 43 LF.
5'SF./LF.=5'z 80 LF. i�ES PROVI�ED: 4 �t�E/�LF.
A�4 REC111RED: 40B 5F. 1REES REQUI�D: 2
A�A PROVIDED: 840 5F. TREE9 PROVIDED: 2
. - — }� -�� G��=���+==''!�='�'-- PERIMETER d.t�EA LLEST SIDE: 93 LA �
' --..-- �:�,:j ��,c J, _,^ � 10'SF./LF.=10'x 93 LF. \ �''�
' � (I)IAEP '' "� A(.�qREp11RED: 9305F. ACCESS N Q
32)CI � p
_ ; (I)IAEP �� ACCESS �,�_ =v�-�•��:�-r J AREAPRDVIDED: 1b045F. (4)IAEP EASEMEN�',___ �
� 9S3 �� �_'=' 4�.c3. '� �� � �w..�_�.� EuS__�t=n,-
I7)CI EASEMENT NORTH BUILDING�PERIMETER TREES —
(2)SP 2)SP (2)SP :�� ���� �''='j, ��6)IAEP i
_ti;V' "4�- _^'( �% _. v,._ .��"_' T "— — __ —� __ __ — _ _ — —' ' —._ — (36)ZP �
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10 BUILD 1VG SETBA �ZP— — — — — — — 9osM — — ��J ''�'r,; • �r , � =J
I � ceol sn a o , � � � `qX�.,p� TREE CHAR? ��
a ° ° ORTH BUILDING PERIMETER TREE I I (29)CI �� `�/ti� I I �p9 — 10" SABAL PALM I �
��IQ_ , a � o � ° 6 �`,� 110 — 8" LNE OAK z j z
o�
� o � 0 728 — 10"SABAL PALM F— C7 Q
(I)RR (�g)MC c Q a I I I �� I I 13fi — 2-3'IBBROEBEL NII PALM � �� J
-'�� (3)SP �d � 137 — 2-3" ROEBELENII PALM m �—
o a ��� 138 — 3-6" LIGUSTRUM PATIO TREE 0�
r' I I I ��'U)I I, 140 — 15"TABEBUTA TREE W
' ^y. ' (32)SM a ,� I 142 — 20"iABEBUTA TREE
(52?,SM,� ,��) 1�j ° V 143 — 24"TABEBUTA TREE �
� � \ p a �] ' p I I I I 194 — 3'"GUAVA TREE Q
r�� r\�, �/ - a Q a WpIVER REQUESTED FOR LACK Of 4'LANDSCAPE STRIP Aken � I��'� '� �s5 — �o"st,en�Pn�M �
�� DUE TO DRIVE THRU- I C221 MC 'V� 272 — 6�� 4UEEN PALM
' ��' V� (54)LM a a d (9l CI 7 � 304 — 2—B"TABEBUTA TREE �
- - ��_ _. o � 1 I � 324 — 12"SABAL PALM
(L7)MC (3)SP 375 — 10"SABAL PALM � 0
(2)JC ,_�li� ,�`)', (I)SP � �'� �I 376 — 10"SABAL PALM z
'))' ( )1.�1 ' ����� U`J - I (24)ZP � ''� � 454 — 8" PONYTAILAPALM
„� /� � �.,,�, �
�� f T `"`�� , (47)SM 465 — 2-7"CHRISTMAS PALM J
1(23) V .. / / . ��•._�' � CI)IAEP (I)PS � J I (~I�I I 487 — 10" SABAI PALM
, a ,� � ��,. `l 488 — 10" SABAL PALM
__ :I _ 25)MC ��, ; d [� �ri ;� 589 _ $�� R�IBB NN PALM
}� ^ I I � 540 — 8" SABAL PALM
� / � (Z3�SM i a ?�R� r�(j(/���i Y �� � 541 — 3-3"WEEPING PODOCARPUS
icnr rainno�e s `�`' � . �`�l�
x=;� yf � � ' Q I ��� � I 542 — 8" SABAL PALM
r�.1J� (20)SM p� ��y , � � 583 — 8'"SABALSPALM PALM
�iD IA '�\\vl��' � B B CX.T B A N K �'n�'"��, I I q I 617 — 8"SABAL PALM STUMP
{ �� � , �Zo�ZP ��, 675 — 10" LNE OAK
/�'� ` '� � � AREA =3 008 SQ.FT�65)IVS ����, a ti� 683 - 4" PIGEON PALM
)-� �'��`���, � 1,� � i r 11)P I �`��R'�� 4 I r���
(56 L r b 685 - 8" SABAL PALM
� �.I .C.- ��.�' (22)sM - a
((i ��� . �� 686 - 8'�SABAL PALM o
� LO T � ����ZP 697 - 4" PIGEON PLUM �
! ' o ^ (I6)NS a a I � j�I � � 699 - 8" PIGEON PWM
o � a p � .��. � �' �i 70� - 4" LIGSTRUMLPATIO TREE z � ow � a
/�I)JC i� - --- `�.�l'., ll)PS
�(24)IVS • �-� � .i���JJ))�. 0)RR _ _ _ �- I 7D - 70"SABAL PALM � � �
f � � � 752 - S�45ABALLPALM� � � o
/ "i , ����fll` 95 ZP ..\ � I 753 - 8"SABAL PALM z W F M �
/ '�l f 1 (I)IAEP ..+� � (I)PS �3>P Q � � 843 - 2-3"ROEBELENII PALM Q Z = o x
/-�'� \�l\��//, • � , 2 pUZP (I7)ZP I 844 - 2-3"ROEBELENII PALM � � O � �
/—-- \ `l`�/:' ,��/�\� ; I I I 893 - 12" SABA�PALM J W N o
� �����1�J � � 956 - 6" KOPSIA TREE � o �
� �%�;% �. v��V� � .. `�
, �. . '' ,t . � . - .Y-_.. 'I� 1 ps � - LIVE OAK (n I o ' p
� l � sso a
� ��
', ,' �.: �a ,- ' �� �'i . � �fl 71)MC t ��'� 16)SM ', 981 — 10"SABAL PALM z � w
-- ' +. L 982 — 6" SAB AL PALM � �
�.(1�6)SM : . . .' �- , � � _- ' '_' _— 1:'; ___"'____'_"� a � � �, C7
�. �',��� ��', ----"--"---- �Vi° a--�--�—a---o �G Q I I i 983 — 3-2�� UGUSTRUM PATIO TREE � z � J O1
l� �'� , ��� �,l . ; o�o�o I ( I I � 984 — 3—Y' UGUSTRUM PATIO TREE � z � > �
'�Y.' �. ; ,�' { � ` <� (37)SM C33)LM _
�� (3��Zp 985 — 3-7� LIGUSTRUM PATIO TREE ` Z y o �
i� � �.-�� -.',1 . � �1'- — Tr T/ �22)ZP �41)SM �i)IAEP � � Q � 1' m
�NIGLE LINES-.-t-�� � ' �� � .B L(ILDING J E TBA Cl1 J U
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� I 'L>��N� r�. �n.�/yy r� OT PROPERTY LINE /`$IGHT TRIANGLE LINES IGHT NCLE LINES �
�- -� - ' I �,RR �49d, �� // � �� DRAWN: K.S.R.
� — —--�IGHT TRIdNGLE lINES /
�
I �� �;,�RT�{ \ CHECK.SGH
- - - — � i
— — — — � � � � DATE 3-3-17
/ 1�;
� r- - i = � WA TER WA Y R OAD (6 0���/W� � P�ATE
, ' —,� e ,e� a x x-r��nrjn�t.aar_�atG&�EsrG�nr
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� / r���,�- �,�<.,,�.�r SHEET OF
- - - -- / �
PLANTSCHEDULE
SVMBOL QUANTIN COMMON NAME LATIN NAME SPACING SPECIFICATIONS %NATNE
General Notes and Specifications TREES
1. Prior}o construcffon 1he landscape contracfor shall be responsible for locating ��P P3 Eaet PalaLka Holl Ilex x aitenuata'East Palatka' As ahown 12'-14'ht,6'e d.,mfnimum 45%native
JC 3 Jatro ha Jalro curcas As shown 5'-6'ht„Tres Farm Not native Z
_ all underground utflHtes and shall avold damage to oll ufilittes during The W
course of the work. The landscape confracfor is responsible for repafring any PS B WIId Date Palm Phoenix s Iveelris As sFwwn IS'clear f.rwk minimun Not nailve �
and all damage to utilfties, s}ructures, sife appurtenances, etc., which occurs � Z al Palm Ro etonea re le As ahown 12'clear trurikminlmun 4%nativa .�&.�C£,�?JD P£1`l.�V.?JING&DESIGN � Z
as a result of }he landscape constfucfion. 5P I6 69be1 Palm Sabal almstto Ae shown 12'clear trunlcminlmum 31%netive InC• � p
2. When conditions datrimental fo plant growfh are encounfered, such as rubble SHRUBS ��aUva treea total v�ro.ueCvoa�.�sev= N
fill, adverse drainage conditlons or obstructions, nottfy owner's representotive GI 165 Coco Plum Chr eobalemu Icaco 3'o.c. 44"ht.x 24"e d.minimtm full 6 denae I'Ik native nez�rum�wsrwnyr��zso�E,S onroai��u � W
, before planting. GI-'I 9 Coco Plum CFr eobalenus Icaco 3'o.c. 36"ht.x Y4"e d.minlmum NII[denee I.nadve E���P���scoaiclsTa�zr U �
3. All planfs musf be healfhy, vigarous material, free of pests and disease. p-I �g Green leland Ficua Ficue m�crocar a'Green Ieland' 2'o.c. I�"ht.x 12"e d.minlmun Full E dense Not Milve 'T�Os�a`aaai�s�
4. All frees, palms, and shrubs shall be grade "Florldo Fancy" per Grades and IVS 130 SGhilll s Holll Ilex Vomltorla'Schlllin 's Dwarf' 2'o.c. 12"ht.x 12°s d.minlmun fUll 6 denea 13%nativa w
Standards For Nursery Plants (parfs ane and two), ovoilable fhrough Florida MC 1�3 Muhl Caress Muhlenber Ia ca Illarle 3'o.c. 12"h!,x 12"e d.minlmum full 6 denae 18%native �-
Depf. of Agriculture and Consumer Services. ZP 495 Coontte Zamle umlla 2'o.c. 12"ht.x 12"e d.minfmum IUII 6 denee 50%nativa
5. All pfant material must be approved by the Landscape Architecf before GfiOUNDCOVER 99%native eFrube
the plant maferial is insfalled. DT 151 varle atad Flax LII Dlanella tasma�ica'Varl ata' 2'o.c. 12"ht.x 12"a d.minlmum NII E d�ea Not Native 604 e.f.
6. Any changes to fhe plant material (size, fype, etc..�, irrigatfon or any other deviations
from the plons must be approved by the Landscape Archltect LM 193 LIrIo e Lirlo e muscarl 2'o.c. I�"ht.x 12"s d.mfnimun tUll f denee Not Native"Il2 s.f.
prior to the change being implemented by fhe confracTor. The confractor SM �24 Sunehine Mfmosa MlmoeB atri Illoea 2'o.c. 12"hf,x 12"e d.mtnimum full<dense Nafive 2 %e.f.
musf provide wrttfen proof af authorization for any changes. 68%native rouidcover r
- 7. All plants to be tield grown or contafner grown as indicaied on pianf list. CONTRACTOR TO VERIFY ALL QUANTITIES \ F
Siore plants In shade and protecf from weather. If plonfs cannof be planied °0 ¢
immedfafely upon delivery, properly Protecf }hem with soil, wef peat moss, NOTES: � o
or,in a manner acceptable to ownar s rep. Do not remove container grown stock �, MULCH ALL PLANTING BEDS WITH 3"ORGANIC MULCH.
from containers untll plan}ing ffine. Protecf roois of plant from drying or
other possible in�ury. Keep plant ball moisf af all ftmes. 2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST.AUGUSTINE SOD.
, 8. All plants shall be triangular spaced. 3. ALL PLANT MATERIAL TO BE FLORIDA N0.1 QUALITY OR BETTER.
9. Obfain agronomic soils test for ail planting areas and tree pits prfor 4. NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
to excavation of tree pits. Tesis shall be performed by an approved soils testing 5. ALL TREES AND PLANTS SHALL MEET MINIMUM SPECIFIED SIZES IN INCHES AND FEET,REGARDLESS OF CONTAINER SIZE
laboratary and shall Include fertillty ond suitability analysis wtth written INDICATED. WHERE DIFFERRENCES OCCUR,THE LARGER SPECIFICATION SHALL PREVAIL.
recommendations for soil amendments, ferfilizer and chemical condittoner applicatlon 6.ALL CALIPER SIZES TO BE MEASURED AT 4.5'ABOVE GRADE �
rates for soil preparafion, planfing backftll mix, and posi maintenance ferfilizotion 7,CONTRACTOR TO VERfFY ALL QUANTITIES � }Q
program. Submit a copy of sails report fo owner's rep. and landscape architec4. W Q p
10. Add soil amendments as recommended by soil fest in quan}kfes necessary to bring pqtvtuuuv�newmvEuwn�vFns AEMA1HtNGWNVE0.5 WANERSNOTREQUIItCU � 3�
soil mixture to pH rafing of between 5.5 and 6.0. Minerols used for pH correction � _�
shall ba commerofally produced for thfs purpose. �[hreeezesa�e�Ntr?dal�Us.H�ghwaypr�e,-a0'm� Tk��ee4eesarereqUi_rqdalwyaUS.HIghWaydne,3p'An'ianter.Twac(ustCrsct W =�
11. All planis and planting areas must be completely mulched os spedfied with cmder.TvmN�at¢rzuFilireepalmr threepalms � Q
ihree (3) inchas ot orgonfc mulch. Provide 4" minimum clearance of mulch from all r.
shrub trunks and 6° minimum clearance from all tree frunks. aa`landaapestrlplsre�iredalo thenortAsideoF A4'tandsca sirt tsre edal ther�MAsideoFthebul� 7N �
�B Pe P 4w� �& ^6: �
12. The landscape con}racTor is responsfble for verifying all quanHties shown on thabuil�iig;i6'IandscapesEripelongthebWldng.wes �.5'Ia�Mscapestripala�gffiebuitd�ngxrosgrarrtad.{RequesE Z� J
}hese plans, before pricing the work. �d rnedlarvlma ddficacimaF4.5'landsea m� ioro ~ � Q
13. The planting shall be done in accordance wi4h accaptable horficultural pracfices. � g" ��"'"`""" ce P
This is fo include proper planfing mix, plani and lree pit preparation, pruning, 1am3uepe.svlpatqgrtwf7.pdeofbulldingatproposedXrvettuv) `� �~ �
sfaking or guyfng, wrapping, spraying, ferlilization, plan}ing, and adequate m W
maintenance fhroughout }he required mainfenance period. n5�a�wpew�pt,reqidredeto�u�rwnhixo�riy n5'Ia��ap�mrpts.aq�redatw��t.�.,«thproperiyl;rK;raierd�apestnp CD �
14. The landscape eonfractor is responsible for fully maintaining all planting I�rx;��a�PemiDalongiherrorUipropertylirre aia�gihenc.�ha�o�enyu�ewasgrancecl.Hm4e.erU,eprpppsed�tepian�at
(includfng buf nof Ilmifed fo: prunfng, watering, fertilizing, eultWaifng, waseraMed providesa5.o'IerMuape�r(pwmeea�dwelrer�otor�errequi�edforU,e �J
weeding, mowing, mulchtng, tightening and rep¢iring of guys, resetting planfs ProposedBark9�a�h51M%an-Loti) FOUR STAKES SECURED AROUND �
fo proper grade ar uprighf positfon, restarafio❑ ot planf saucer, and furnishfng TRUNK WITH THREE BANDS OF ,
and applying such sPrays as necessary to keep free of insecfs and diseases. The q�a�gd�enonhproperty inQj3treesarerequirdiNo alor�gchenorthpr4pertyline,-i3treesarerequEredNotreesalmgtfierwah GALVANIZED STEEI WIRE Q
landscape contracfors responsibiliiy for maintenance (exclusive of replacement &eesalagtherwr"tM1p�ope�fg7iriaJrasgraMad praperrylineriugrarrced . �,�� U
within ihe guarantee period) shall terminate one year from the date of final GUV WIRE 12 GAUGE �
acceptance by owner and landscape archifect. pry��u����q���������,y{• ahedgeisr tiredal thenorth IIre,2A"wxralLNohe�eal tF� ANNEAIED GAIVANIZED
15. All freas, palms, shrubs and plant material shall ba warran}ed for a period of one � � ��� °�' STEEL oR 2'x�'LEAN TO �
w¢rail:Nu hedge alrng d�e no(th�eopertyli�was rrorih prOpeR1'Iine rra.sgrented FLAGS
� year affer daTe of completian and accepiance of The enfire projecT Final accepfance � z
ot all landscaping unde�fhis cont�dct shall constilute fhe beginning of }he gua�anfee g�n[ed SAUCER-LOWER THE FINISH 7pp pF ROOT BALL FLUSH Q
periad. Replace, in accordance wifh fhe drawings and specifications, all planfs fhat GRADE OF Soll PLAN7 MIX WITH EXISTING GRADE J
are dead or, as defermined by fhe owners represenTafive, are in an unhealthy or A�544i^��or(a�iscapeeieatsr¢q�ffed:x32x1ntcAar A154€irrte.to�taMscapeareaisrequrred;ai2%ImeriorLandscapeAreawas 70HOL�WATER
unsightly condition, and have lost thefr natural shape due to deod branches, or o}her �ndscap�Aregymsgrarrtetl.- granted
causes due to the contracfor's negligence. Fumish and plant replacemenfs whfch Amir�mum�60&nativepie�onteria7isrequired- AminimumoPGWGnav.apFaixmatedalisreq�:reddi%�MBpiarA�matedal
comply with requiremenfs shown and specified. Warrant all replacemenf planfs for one -
year after Installation. The cost of such replacemanf(s) is of fhe contractors expense. ai%na73vedaMmnteiFefwasgerned wesgrented -
16. All planfs are subject to approval by the owners represantative. Prior to planting,
` �f�i�iy 'wfN"�Y�i�� PREPARE PIANTING �
all irees and poims m�sf be approved by Yhe owner or owner's rep. MIX aER SaECiF6
17. Sfondards se} forth tn American Sfandard for Nursery Stock" represent guideline �l�-L� caTioN
specificafions only and shall consiifute minimum qualify requiremenfs for plant �- ��-
ma}e�ial. � �._ �"� I COMPACTED PLANTING MIX
18. At fhe conclusion af this planting, If the owner's rep. or owner has reason fo � _rv i�-� �
believe that the planfs are nof of ihe specified grade, he will request a re-grading C� �� U F�_ S'-0' y o
or inspection, and such evidence wlll be the 6asis for requesfing replacement of GUY WIRE 12 G �� Lf £`3 I I o
plants and for legal or o}her action according fo law, should ihis become necassary. qNNEALED GALV. STEEL `� Z o �
19. All planting beds to be treafed with pre-emergent weed control prior to planfing. �--�'„t - � �
20. Contraclor is to check fhe sife weekly fo Insure ^ 1/2" RUBBER HOSE Z F n a
0l1 plant material Is healfhy and well watered. TURNBUCKLE (GALV.) ROOT BALI TO BE FLUSH WITH (n � � nNi �a
21. All dfsturbed areas fo be sodded with St. Augustine as noted. � EXISTINC GRADE. GUv WiRE OR PLANTING MIX � W N � �
MULCH 6" CLEAR AROUND Zx4 . - Z Z F a
MULCH (3" MIN. TRUNK AND TAPPERED. STnKES ����"�'�' ,v-` Q C9 � � a
EARTH SAUCER 2"X4"X3' STAKE J Z a p �
." y'?,�'':4i? W o �
-��- ..;�.�: '-.';.�:,,-� �� ::i,<� FLAGS � Q
µ;::. r o
__ _:�_:'�:'?� ..��_,,�,��'...:..:':��_,.5€;__.. I o 0
';:-s'.�:3�:.�';c--� -.:a,;S::,...., .. , _ (n
LAWN AREA PAVEMENT � rt�,l"�'"'� � ��'��� ` EMOVE TOP 1/3 BURIAP z � � I
_�;.�. � J O]
� z Z Z a
"���PREPARE PLANTING MIX
(TYPICAI) �!;�___.,-..__<. re`°�: o
SOIL AND R00T LAYER ,_e__,,�y,-:.�.,...;�:.:.?._.':���"�� PER SPECIFICATION � QZ Q Y o
TOPSOIL AS SPECIFIED 1/2" "EDGER" � [� \' 'J o a �
' � SMOOTH, CLEAN & m � COMPACTED PLANTING MIX `��L��,�� I I\`` `�L R N ���V�J U� �A I L � � o z
PARALLEL TO 2� o
�� PAVEMENT = rn a
M FINFSIiFD'�:�.:,_.,_::i;:::;_:�.Vr_.i-
�RAb€`:':':-:;:°.�".'...:..:.`:Sooe� �
, , ��_;��_...�:....,..
� ��I�T,``F sy.oe�
� ROUGH GRA06 -�y,�j qr o. SPACING v
� '> -��$'� GUY WIRE PREPARED PLANTING MIX 1/2 D D l>ll
�i�`A�� M�1LCH (_3" MIN.) DEPTH ��
..-.,-�.=�:- .:,� 4' CIEAtt
_ _ _ RUBBER HOSE %�,� EARTH SAUCER FROM TRUNK �
\ y, c��
GRADE� ��
CULTIVATED SOIL - - -- - � ,�:� �.�...
� UMIT OF MULC � ' TURNBUCKLE DEPTH VARIES �I�::"•
��5� � '?::�`'.'...........::::....>:%,.... PREPARE PLANTING MIX JOB N0: 2016.44
UNDISTURBED SOII � ' � WITH PLANT { � PER SPECIFICATION
^ �_�.`��'\�`_' -.--��..6�..���-'4�
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.. ::..:.......... DRAWN: K.S.R.
NOTE: �„ � �"��� "�"'-�'�� � EXCAVATE AND PREPARE
INSTALL S00 SUCH THAT TOP OF ENTIRE PLANTING 8ED
SOIL & ROOT LAYER IS LEVEL TRENCH EDGER CHECK:SGH
WITH TOP OF PAVEMENT
DATE:3-3-77
TREE PLi,NTIf��G U�=Tr'�IL �. PLATE
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'., '.12'�. HEADNCHE BAR FOR DRIVE . '.. I,
1E����.BUILDWGELEVATION SE��_BUILDINGELEVATION__ -� THRu °'`-``T"��""' '
, _ _ Richard B.Salmon,LEED AP �',
P�.�.� i�P-.i-0 -- , .
AS 1:' ti8'=1'.0" ......_. �...... ...._._- __ ..
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'�, - -� I - -- � ELEVAT!ONS .
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iG����,BUILDINGELEVATION eaicK�zF�us�+;�; `--� �- .
__._ ________.___ BFurc eowcn�eN'r SG��.BUILDING ELEVATION
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'�.. DUMPSTER SCREEN WALI PLAN NOTES �
'. ILEVATlO`!S ARE INDIC�TED Ti��1S f.V FLAN� �,
, �. -�� .. : ....
� TOPOFD' P47Ff2PHU 13 6]i8' f3'�11'a'
. � ... .. REFEREM1�EJlORK!'C.yT ./ ......__ _ ....._.._' "'-- -..__..-""'____".__.L -Y__'..'___'-_-_._ . _._..- _ - -_ ____._ �.
. �HICK J t.tATCH FLEVHTIO�J `.VA�L I lNAL1 �.
klU_(IIt.GBRICK -.���Q�� illf 11U�^F lff 4PD„H411.BF\Ii1NCHTNICK HEIGHi HEIGHT -�'�-UTII�TVf3RIGK �'
CC l l l�:'�')L15� . 13
. FO�TIf:GTYPICAL �...... ..... . --..._ -. ... --. .-. -.-.- ..-.. .y G( CI�EiFSLkL'fif��l�(;RCfDVJIIi(�%f'!2X".L SEE � .- UTILITI'[?RICN SEE � ROYlLOCKC�P �.
�'�. SEF SCNEOULE& .i '8' 2 1 5/8 E� �' ti Sre EO t'-it 58 .1'-0' SCHEDULE€ RGIVLOCK CFF SCMEOULF 8 (ACCF.Nf COLOR�� , !� �I � . �!�I l�,�:�
. . �VtLDf U triRE I A6RIG.PLA(,ED 'CLEl�R FRC. T(,P�� �
�'. SEGTICYS�ORSIZE Y'.�`... j .....y ----- �.... �-... ------- �`---'-- --�----�` 'lfCfli.i\CI:.,IaBO.[li:� JI�tU.`:fO�CC.:.ACi[C! SECTIO�Jc IACCEYiCOLORI SEGTIONS �I .i , `I, � �.
�RLI�:'OIiCI':G t_.-.... , ��:, _..__._ :_.. __�__ _. .__-- __ ___. ;__.__� S��3�I1�SE`,l TFRIIL ,0��1 f�T[SU6GR.C_ BRIGK TO c �. w w w.1 i t t I r< �I i ii i�.i o iii �
� � 8' PitEl��ft�l�IC�f2EC'f2E�![JT IITII SOIL_REF_i2' �
� �✓- - h1ATCH ..� VENTEDFIEl.II..H
�.-0. �. BRICK TO I.tATCH DUIID NG BONL1 PATTERN
� .\ `O� ` '� �TOPOF FTG i --- ��--�- ! 3 ALL FOOTI�,65 i.RE TO�E FOU��eD C:RES CJ:,�. BUILD!NG BRICK ' -� �-- ������ � .
I
M� -�- , , SOIL OR STRUCTURFL FILL HAV�G A 1,'If:l`U.�[l�Rlh� TYP BRICK.TYP .
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� SII5.URNE OR �
c, � - - � - " PRESSUR[IS TO EE VERIFiGD 61'AN INpEPENDENT BOND PATiERN SLAB.DRIVE Ok SOL�I[R C(ilIRSE I �
�_ * ` I� ___J PREfINISHED SOLID. ' ' SEE SSTE PLFlN. -�� SOLOIER GOVRSE � i r THICKEN F(XJTI�G � ..... ,,., , � i
. �,; ' ., i � / TESTIM1Ci L/�EURHTORI r�T TNC TIP.1E FOOTINC LANDSCAPING. .:;,, I
� •-� �� , � E%CAVATIO�VS ARE.".'AOE ACCENT 6RICN SEE�ITE FLAN TO ACCO.'�;!�JDFTE �
..'. ri�. ' , .... . ... fHE E!.EC�!.ENT
. / . , PANEL ALUMINUi:1 - q GC SHALL COORGINATE THE TOP OF FOOTING � �� ' Of CATE POSTG I
�� , '�`�i-----. . " . .... ........ . ...... ..., . GATE&P�)ST �'. ELEVATIO�J bYil H PLAN SFCTIONS.ELEVAI'10.`JS AHD �-.- �' .....-..---(�I,�W-I��1'---- I
\ . - __. _ ,� � � _1- �. SEE CI[VATIC4 C � �
11 41/8' ��� ; SITEGRADIM1GPLl�YPRIORTOFA6RICATIONO= ..-- . --- �----- --" --'-. _.............__. : 1
/ :_..___-_-___ ____ ."'"__._.._.____- ...____ �c �...... � REI�FORCIf:GSTEEI �,,� . : i
�, c '- ��. � S. EXrAV:.Ti0Y5 FOR FOO�It.GS SHALI BE � � i i
� 10�0" * �' h1A1NT:�I�.ED I":k DRY CO`.OITIO`�UNTIL CO�:CRETE IS I
�, .�, -- ____-- _.._..........._..__- �-"-'-' : �� PLA(,CD IYHEM1EVER POSSIBLt.THE EXCAVkT10N
�y L^STD PIPE�OLLiRD TYP ' A
�� Et,HE�36'IN COYCRETE I '�� ��� SHALL�E�!ADE THE BEAIiING SUfiFACE INSPECTE�. TT ■)T �
��. . � BEI G'.'�GR DE FILL SOLID W' �'�� ,, �I \\ AhD iHF COYCRETE PL CED IN THE SA�^E DAY '� K K�r
�� ' ^ CC\.;R[TE S ROUYD CAF �� �-��_�1
' �``J �or,n�uo�Nn�_rooT��c '' I I ��� 6 ALL CA51'I\PU�GF CO JCRCTE SlihLi 8C AIR- L»w
� REINGGRGIIC SHALL�E �� ENTRl�I�ED HAVI\C k 28 UAY CO:"PRFSSI�E STRENGTH .
� � � � � SHIFIFD TO�CCO:",1100�:TE � I I v OF 3000 PSI AhD F IAiER CENENI'R�'10 NO?
�. q� � � � 6CLLARC G L CL1.'eNT DO NOl • , : E%CEEDI�G G 4 FOR CO\C(iETE!.?ATERI�LS.A11X - �-
�-'� � •�� ' !VTERRUPTLONG!TU�I4nt . '� ' �- AD'.1iXTURES LU:�...ESTS FOR".1�VORKA�D ' . .
� � ,�, 6 ehR� _�- . �_ woaHn+nNswv ae vni oF Foas.ts.ae-sHoaiNc. 6B EIEVAT __ ___. � ELEVATION 8 _ ��� i
IONA 86 .. _____
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. "__ '____._.. � i ;
CURING HARCE J-T�G AtiD PROTECTING.FINISMI�G, ,DE t� 3•5'=1'-0' DE 1 3:B' 1 0'
� � ` , `' CLEANII:G A D PATCHI`:G SEE THE REOUIRE:1ENTS OF - " I
�. � '`� THEPROJEG.SPECIFICATIO�S i �
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� G0� � i �/ �. REiNFORGIvGSTFEI30XBARDIA"'.ETFRSVfELCEDWIRE � I
FApRIC Sh1ALL CO�FORM11 TO ASTI1 H�65 LAP O're I
� LL, � �OP OF CONCRETE %j HALF A1ESF1 DI".teNSlOY FLUS FP.O E%TENSIOYS OF � � �
�� � � DUAtPSTER PAD i� _ WIRES�JOT�ES:THFN 6'ALL REINFORCIFG STEEL � I
� (REFELFV.) : -/ l �INGLU�ING\'JELDEDtVIREFA6RICiSHALLBESECUftELV �
0
� ' - ' ���"� :' iIED ANO AnCHORED i+!PALCE TO PREVEhT '- W W�SHA��8E I
�^ � : � � � � ,' LOGKABLE YJITH 100��120 �.. I '
, . � . DISInCATl�4 pURihG THE F�ACI�J6 OPERATIC�. I
� � � �. DOOR REQUIRES -��-�-- �� LOCKABLE FLIP LA'fCH AND--�-� SWING.TO BE PLAGE� i :
' POSITIVE STOP TO HOL� DRO�ftOD BV GATE SUPPLIER , OUTSI�E OF TNE PAD
� 1� - 8 BRICK TO�9ATCH THAT USED AT BUILDING.�JET '. I
, �� /; � ` �-� ARCA GO'1PRES51 DOOR OPEN AND G�OSED �
� . VESTqEhGTHOFGLAY'�ASO`.Rl
"� � ' - �- ' ���-"���'�����-' ���-��� ' �"'"'"� ' I (im)FORBNICKUSECATUU�,IPSTERSCREE!!`NALL£ UTII.ITY�RICK ���������.., i I
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'' � � � ' � , m i SHAL�BE 7000 PSI ROVlLOCK CAP L
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`ISEE SGHEDULE I
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' ' �i i: : � i .� 9 REFER TO STRUCTURAL DRAWINGS FOR DESIGh fi SECTIONS
.. "+ • ,�. ,. -, , , . . . y ' `-�J ul LOADS MSSSXSXts4 -ALUMINUI.1 TUBE FRAME
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....... ��\:.. �..� .. .._. ...�. �� HINGES AA�ERISTAR.�......... 6UIL�!YG 9RICK TYP ,
OE 1� p� � pE 1� DE 1 � �ND BOLT TO GATE �SLAB,�RIVE OR ' i I
SCP.PING.SEE SITE PLAN �� I
SOLDIER�.OURSE �. � �� '
-".._ -'_.-___- �___-__"______. I
1C� DUAIPSTER SCREEN WALL PLAN ��Tcn��EHi�H . � - --TnicKeNFoorxrc . ��� I I
_ _ ___- _ - ' TOAGC�Y.AMODATE L-`7_ „ . I
� HOLLO.":`.tETAL TME EA18E�MENT %{iLf/JI !
�E-:.. l O _ _ ...... �..�.-iFi�JISH- OFGATEPOSTS �''.. ' •���� I
REFER TO � SEE PW:& '� /'
'� WALL DESIGN SCHEDULE exrer�iorz Fir:isn . . secTioN i . v I
�� SCHF-DULEIN - ��
i PROJEGTI,^ANUAL , 05�08;1?
',, A_ 8 C 0� .F. G. H _. J � . �
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a-0' 14 8'-0' (B1d5 5�10'OG o?�6'OC 42' '36'O.G 8' �
. - .FOR CONSTRUCTION �
��BD��� ELEVATIONC ' '�.
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�. �- SEE ELEVATIG.`;C�It1;S�NEET FOR ���.
GATE.GATE FOSTS b HAROL'JARE NO._, REASON ��,DATE__; ',
RE(]UIREAIENTS
,., :� ........... .._.._--- � �, � I
' SOLIDBRICKLYHERE---� � - + ---- '----- �
.__ �-�_.11 .___- __-._-_. TOP&BOTTO',1 ARE � ''�, �-, . '' I
. -� I E%POSEG.KEYEVERY - ,� ______
. �� OTHER6RICKGOURSE � ---- --' -- .
_ i I ' ' '- :' Of PERFORkTEG �`-'- SOLID UTILITV BRICK � NTO FOOTING ��
I2W
�E-t.� �LAPPED"F'OO�NEL �~-
' � SCREEEN WHLL INTO ROWLOCK COURSE � � CAST I . .
', � GROUTED CAVITY OF i BEYOND ; --3000 PSI PEA GRAVEL � � � nP � �
" � ' P�LASTERSt.'S�NI�l,UM1t [ ' GROUT PLAGEM1IENT AND �-� '� y '� � I
�. �'- �? ' I OF3'.TVPICA� �`-. , ' SOLIUUTIL�TI'BRI K .. %�� CURIM1GOFGROUTSNALL � .� , . /--�kTiCAL'H'BAk . - �"----
... i I i I I }� �.._ - ,---- 6RICK LVALL PILASTER ROWLOGN CAP.SLOPE , � BE PER ' Tl'P SEE SCHEGULE � I
� �[YO`1C 1�4'iFTTO INSIDE Of �' �� ' ' F' FOfi SI2E 8�UA�JTITY y _
�~i � '� ,, � SLOPE i/G'FT CO`.1^.1CNUATIO^1S GIVEh ---- i----
i
.... ��... !! I� � . SCREEN. '' oE q � EQUALLY SPACE 8 ' .
.', .. y� ` I � ' � r � --W1.]HORZ.JOINT '' - '���T ����.� ..k.. '/ . CEMERBARSWITHIN �
.. I I : OPENINGS IN FLEh11SF1... .- _ ,'. .' " --' --- -�
., ,-,,� i ' i ' BON�PATTERNFOR �,. �� REINFCi6°O.0 ,� BRICKTOl.tATCH---..- �� � - . CAVITV . .
. ... .._.y. ..'' � '.., SECURITYVI5191LTY � rr � / . U 6UILD�NG.SEEPIAN ,� rf .. ' ... .-----BRICKI'JALLPIL45TER �., ,r ....�. _ --_ _ __.._ i
.... ... . ._Jf � , ...... . _._�: SEEELEVATIO�S \�{ .. ___. �" NOTESFORREQUIRED �% . .'- BEYON� ,. ../•.. • �'.�/ ; �
., I ........_....._- __. ._- �.� CO:'Pi2ES51VE U ' .
�� STHE�fTH(('m '-----�VERTICAL`M"B4RS SEE
......... . I `. _ _--_ ..... '
� �� " � " �? --I� '--. SGHEDl1LE �,'. • J�� n�' ,
' ._ -'. 'f'�OWELSIV S'Do� ...... . .. J� -� . ,A ' ,
�. . • . � DEG HOOK A'[30TT0" .r�j tf .� "--"W i.l HORZ JOINT NEINF '� �� . ....-- ..... I ��i
.��...� G .� ' � .. .�. .. OPENINGS FlT BOTTO'.1 - -.1/2'EXPANSION JOINT FILLER VERTIGr�L AHSA'LAP W/ ..� �+-� . �16'O.0 , ', ,,.� � 'T '� �' ;
NIiOEETFORALLITEl.15 ��f ..,,�- _�.-, . "G'F[RSCHEGUAELNGTM �`, f ..1._ a' �. � • .. �' I
� ����tR'EXPANSIONJOINiFILLER���
�., SEE SECTION 5G THI. ' ij I � � ... p ,, ���� ,
�O'NOTED OR SHObYN ` � . COU2SE SIIALL F:OT pE - "- / ��� . F � "-' f CLR >>>2 f� '��E
_ � > �% TanNsveRse e eaas. • s ��-� �� ��"�- ��R�� ��Nancy Everhart AIA,LEED AP i !
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i� � : ��, HIGHERTHAh'iOPO� ( �---6'COhCRETEOU�.IPSTER '-' �
�1EREIN � �� I �. CONG SL.e -.� �1= +'� . TVP TOP3�OTT0\'.SEE .=; l . .__�� � !--'6'GOtiCRETEDU�'�.PSTER �_:.�, �
, � � _. J� PAD TURN C�L"!N SLAB SCMEOUIE FOR SIZE fi ' � � �' � PAD.TURN OOWN SLAE
-��- � s�no.oame c� � -��- -� eecEs.rva see ainn� . �- t,`--.�- ,j � $F'��PLAN DETAIL 1-PD7 Richard�8 FSalmon,LEED AP
•. .T : I I __.._,. ,_._._.. • A . SPACINC - EOGES.TYP SEE PtAN . - ......... -
� S�h6.DRIVE OR �.�- � I LANDSCnPI�G PER -C �. �OTES FOR REIUFORGING �, -' - � '7 NOTES�OR REI4FORCi\G '�. OE i t'=1'-0' ._��iEH.
�. U',n�DSCAPINCaPER �' � .'I I. ._._.._. SITEDRAWINGS ....... '. `1 .. I _..__...._.. ..-_� � � .. . .... , �
...__ :.. _., __..._*" --� I J .r,' SHOPEN O�T HE SITE PIJ�N ,... LANOSOC4IPINP ER SITE . � I SLOPE SLAB 1/4'FT N., �
SITE DF2AWINGS _ I I '�' ---- -""" ' I � � I ' SHO.YN ON TNE SITE PLAY ' �'I
__- - . . . .,. . __ - _ ..... � _
. --, .:; � • . .. v,= .__ �; . , .... ..•, � oanv Nc k . � e --�---....._ . ���,BR4NCH ANB&T I
�. �.rYFICAt CONCR[TE- _.. • . � E CONCRETE FOOTING -.� -�_'., ' � COMl1 O S. u�����
= terieb ..
�. . , T �. �� , . y SEESECTI0�3a 1 �'�? � � .40 .._ ,.. Iz �Y�1 -
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• �� �... � z LO.YGITUOINALFOOTI�G
-00TING SEE SEC710ti --I ; � SCHEOULE TMIS SHEET -_"j � a � R[INFCRQYG iYP TOF ��__� _ ��.�_� a l ^�� -- 8ndc 7 ��,;Trlargle&kk Red Wire cut Iron spol .7O1 N US HIGHWAY i
� SHEET FOR TYPICAL ' ' � �. FOR TYPICAL SRE 8 I�;' - �. . '. �
c � � 8 BOTTO:".SEE -
SZE&RFENFORCEh1ENT �� . --�-------�-"""" '���""'# REINFORCE!.tENT , : - . � -�1--- ---i�- SCHEDUIEFORSIZE . .. - ��"�---' ----- �- _ !TEQUESTA.FL
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ui.«.x,..n..ar.ix:e....sua SHOYM ON PLAN.
.. . . . .........._.......__..._..
�
3 � ` E HEAD METAL HALIDE E HEAD SHOEBOX X1lH 25'-U'SQUARE STRAIGHT
� __ .. ---. ' -_ OB OUN7ED ATOP 25'AWM.POLE. IA400/U/BT-28 4BBW HIGH POWER FACTOR 2�BV LJTIONIA:KAD 400M R4 208 SPD
.._ AWAIINUAI POLE. POLE SIIALL BE RATEO FOR 100 MPH N1ND. �-���-�-�---��-
N . ' T g�'OR 180'.ROTATE OPTCS AS NISH:�ARK BRONZE
� ,,,,,....'. ---_�.,,,,.., HOWN ON PLAN. _.............._._._..
/ �:
p � ' _ OC 6"ROlINO BOLLARD 1 70W MH 88W HIGH POWER FACTOR iZOV RONZELITE: RF60701AH DB 5 ALLOY ALUMINUM HOUSING.CLEAR LENS. ...__..__ ....__._
U _ �pp_gg BRONZE FlNISH.N£i LOCATION LABEL.
,_ ra.
V _ , DIE-GAST AIUMIPIUM HOUSIPlG.IEPdPEREO CLEAR GLA55 ������������������������������
y � ;:___-____.'� �����- 5 EXTERIOR WALL SCONCE 1 100W T4 DCB i�gry ELECTRONIC BALLAST 120V BE�A� LENS.SEMI-SPECULAR REFLECTOR.BLACK FINISH.
W ,_______^ 6610-538-BK
WET LOCATION LABEL. ._.___.._......_...._...
/
�, FIXTURE NOTES: - - -- - -
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� �...�„�_.,�.,w.r.Y
� BB&T BRANCH BANK
�, 101 N US HIGHWAY 1
� TEQUESTA,FL
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6225 Old Concord Road
Cl�arlotte,NC 28213
P:704.597.9801
F:704.597.9808
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1 - � '-�F=���ti� 13259
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101 Noith Hwy One,1
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s ��_ , , , _ � — -��-_ � �,r. �,_, _ ,, _ _� .�f� ,� _, , APPROVED FOR F E�(����!(�����E��lI!
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� r' _r J- � � -= 1 . 1 __ _'--- � _-_'- �- ApprovetlAsDra���n
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- � .�� es:
I'M:
I
ALL SIGNS MANUFACTURED
FOR 120v ELECTRICAL SERVICE
UNLESS OTHERWISE NOTED
�2013 SignArt. Ali Rights Reserved.
ihis drav��ing and the tlesigns.plans,layouts
and accompanymg mformation contained
herein.are the sole property of SignArt and
may not be copied.recreated or disiributed
v��ithout the express wntter consent o1
SignArt.
_ � , ' 1
'.�l� ,�[� i��I �.� 1��_��� 1�_5��
\ f—1'-6"-1 �-12" S�gnArt
4"dia.LouverVent- -; � �"Debossed"
\ 9"R BB&T Burgundy
6225 Old Concord Road
- • 4"dia.Louver Vent d"dia.Louver Vent Charlotte,NC 28213
, , (ea.endj � P:704.597.9801
, �_, BB&T Gray F:704.597.9808
� , , www.signartsign.com
�- Photo Cell � Photo-Cell,Disc switch �; �
� MFG fabel.UL fabel&
-Disc.Switch ��_ � ��Service this side"all 13259
� ' ' � installed here(FACES
I
� THE BANK)
' —F�al F��t Faces Hinge=� ---- Removable Panel(FACEs BB&T Tequesta,FL
Opaque"BB&T"-I For Servicing THE BANK) � � �
Burgundy
1 OI NOI�h NWY Of1P„1
Opaque��BB&T��--� Po�e�o�erF��r���te�� P-510 internally illuminated pylon sign Te ��eSta.F�
Gray — q
o , of Aluminum(NO Exposed with 10' clearance
� Trans,White- = Fasteners)
r i
EF
Electricity to be run to sign by others �
0 10;27/16
o �
� 1 1B 02;16/17
2 JB 02!21/17
3 16 02/28/17
4 1B 04/17/17
5
r— Electrical hook-up provision
when concealetl(belo�v grade) 6
connection is not possible
- —FinishedGradc � _p ��P�ck-uPreoiaced�v: - HH�oii Q f
� Removable Panel � � Q ; � ,. p Q JB
� =�- a ��
N � � � . � 3 - � ��
L QPTIONAL CIIBE , I BB&T/Tequesta,FL 13259/Sales%
SCale: 1/4" = 1'-0" Concea�ed(NEC Comp�iant� FOUNf�A'1'fON
provision provided by sign contractor �� ��� z� 13259
to�nook-��p ey otn�rs 4'-0"deep x 3'-6° �� /'`' o �-. i� ; i �a� �PPROVED FOR PRODUCTION
- across x 3'-6"thru '� , o ��� ' ' I ;t;, Ilpproved As Drawn
� � � ��F � A��proved As Notetl
¢ a� ' , � ' ' Rcvise&Resubmit
� ELECTRICAL DETAIL : ��� Uale�.
7"x 7"x.250"Steel pole ' ° °s --
Client:
1Q �4)F-117 T12 DHO fluorescent lamps Sales:
� Poie cove� -> 02 U.L approved aluminum ballasi trough Poie eover PM:
tT
Q3 �1)4128-D 120V U.L.approved ballasts '
2�-��� 2�-��� n,l_I�Ao�ancc A�fs 20�iG-2�i-BL-TP j-
Diam Diam
4Q (2)Vertical U.L.approved aluminum ALL$IGNS MANUFACTURED
wireways FOR 120v ELECTRICAL SERVICE
�,; r� UNLESS OTHERWISE NOTED
A- ,�)
�-2013 SignArt. All Rights Reserved.
This dra�ving and the designs.plans,layouts
S I G N A Scale 1!4 =1'-0 and accoinpanying infonnation contained
herein,are the sole prope�}�oi SignAit and
may no1 be copietl.recreatetl or disiributed
/ \ e�ithoutthe ezpress v�ntten conseni o1
Qty = 011@ t 11 oPnoNn�cuui_ si�nnrt.
FOUN�ATION
-SCALE: 1/4" = 1'-0" 5-o��deepx4�-6 ,
across x 4-6"ihru � ' � �
——-— „ , - BB&T Burg�mdy SI nA�
60 9►
„ Top view
• 6225 Old Concord Road
50 7/8 'i � ♦ � DPU Charlotte,NC 28213
P:704.597.9801
' f:704.597.9808
� � www.signartsign.com
� ,., , � ._ _ .,
�; �
13259
' � � •
I ' ' , ' , � BB&TTequesta,FL
- ,
o c(I ,
� 101 North Hwy One,1
, , , , ` , , , Te uesta.FL
, q
�, Translucent fabric awning ' ' ' '
' material: (1) continuous EF
piece wrappetl around all 10/27/16
' faces&seametl on the edges �
1 JB 02/16%17
� 25 Sq. Ft. I 3 1B 02/28/17
4 JB 04/17/17
60" cube shaped internally illuminated Aluminum sign cabinet 6
with flex faces on all four sides
� Cabinet painted BB&T burgundy. '
JB
Sign lit with white LED�S BB&T,`Tequesta.FL 13259/Sales;
� - 13259
Electricity :��� . - --� ' I�IyPROVED FOR PftOIlI1l,i IftN
- ...II-.-'�..:. ' **�^1�1�� �';���1 g�r� ��� /[ r�Ap�cxc re� �i��n�;�� ApprovedAsDrav��ii
- - - - -. •��. � - -_ � � Approved As Nated
� Revise&Resubmit
= _ -. ` ,- 'i. ':�.;f _ `��._" �_'_- ___, Date:
_ � �i; =��� - - -f:::=:;3•.� � _ -: - :.,-' Client:
.'' �_1�'������ �__- , ._ __� ��_ : _ __ ���.;-:`'' }� _ — _ _
r- � �k -� - '}- ~ � '.�E��� €�� ` -- -.-, Sales:
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'„•:- s: _ - � -
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,.:;�..:����� _j -� , _=: - -
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l_.....���.,..i _ �_�;,,�. ALL SIGNS MANUFACTURED
; _- I ^_� - ' _ I _ _ _ _';�
:; � ' � � FOR 120v ELECTRICAL SERVICE
+ =� -'- —• ' ' - ' - - - �,.:;-_� UNLESS OTHERWISE NOTED
� -'.�==��. _T;7�,y_ ..�+�}.. ' ._i�� ' _ `'�.'�+ '
��"` _�! '���2013 Si nArt.All Ri hts Reserved.
- —�` - _ _ — � '� �' "' - - ' 'i� Thisdravaingandthedesigns.plans.layouts
+ ' ' - ' ^ - - � - - _ - ' ' _ - _ •j_ ,
- - _ - _ _ • - _ - _ - _ _ and accompanying infonnation contained
S I G N B � � � -_. - - - - � - _ -^ . � � _ -_ ._. _ -- - _ - ..-- _ �� - ��erein are the sole property of SignAil and
may not be copietl�recreated or tlistributed
� �vitliout the ezpress vantten r,onsent of
Qty = 0 r e �1) s,g„�n
-SCALE: 1/2" = 1'-0"
� , � • �
/-� T.O. TOWER ..__..._.._._. �7ignArt
/ 3g 1 23' - 6" r
A5.2 6225 Old Concord Road
�: :-� ,�
� — � •I�•,^T^�^�R�����.TT_, _ " Charlotte,NC 28213
\ �.a �
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` � � PARAPET .,R f _ r____�..1 , ,
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`s � �'1� •�'� 13259
lf.U.S .
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i ; � _ r�.:�; ,�:i �h� �w.�
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oo ; ' i T.O. LOW PARAPET '� ` '' — _ � �. � Tequesta,FL
- , � , i — — � n `y' C-]Ci•1 4:'��:,_ 'l' --t�l�'.,a$�]:._-C�r� 'X..i'�i
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� o �� I �� '-r•-4 �, �-,� � �,.,.,, APPROVED FOi�E"I�t.)E�!!f'ilf1C�
I . � � � �� \/` '4'��'`,,,�' k� ' ��LUI:"l.Ec .
p i � � � �.�:�r,����, r'� � rr'7�---�,���� l��a<��r, ., P��l�)(OVOdAS�fa1;�Ii
� �aA.i9' , � �a. ri u-.ss
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'�I�Proved As Noteu
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/ 5G � � � �,�� ,_�. :��k�`' Sales:
PM:
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5f -I]'J F:1:. . ._.
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� ' I FLOOR PLAN 1 ALLSIGNSMANUFACTURED
, �� - �n
FOR 120v ELECTRICAL SERVICE
UNLESS OTHERWISE NOTED
5D SECTION - TOWER �z013SignArt All Rights Reserved.
A5.2 1/4�� — ��-��� Thisdrav�ingandthedesigns plans,layouts
and accompanying infonnation contained
S I G N B herein are the sole property of SignNil and
may not be copietl.recreateci or distributed
�vithoidthe ezpress vanttPr consent of
Qty = One (1) _ s��g��A�.
�SCALE: 1/2" = 1'-0"
. , , . , �
_ _ ___ 6p" _ _ _----'
' 2'1/4 I , �/ ���
�61/8";� '''�_— 313/4" �� � 1"SQ Alum Tube Stiffener � �� ��8�� ��� ` 1� ��8" �
g
—T
'� i (1 in each corner) 6225 Old Concord Road
Transiucent fabric awnin � 0 2°x 1"Alum Tube Frame Charlotte,NC 28213
g , P:704.597.9801
materiaL• (1) continuous i, � _ F:704.597.9808
Blue is 1"SQ Alum Tube----
piece wrapped around all O Inner Frame to hold LED Panels O www.signartsign.com
faces &seamed on the edges � . Access Pane� �etaii �: �
A 2'-0"x 2'-0"�lush access panel
Red �S 1°SQ Alum Tu be to will be on the bonom ot cune. 1325�
��! . . See belo�v for tlush-mount dztail.
create pocket for Mounting — ----- - � �
o Tubes. Cube BB&TTequesta,FL
�o � Interior �, A,��,
, .,,,,, i i
� ' «�b 101 North Hwy One,1
- Top&Bottom Paneis are - � OPENING
� ! T Tequesta,fL
.090 Alum, painted NJhite on T
�� both sides, Each has(2) 5 osaai�RReRo�aSiP �,__��5c,�: , ,
�'� � � vzne�(nctpnuexks; caw.m�si.m �
� �, up/do���n-lighting fi�ures.
i ' TOp I18S�4)VelltS. REMOVABLE PANEL ATTACHED TO EF
ALUM FAB LIGHT BERTH w/ i,
' I Bottom has 24�X 24 access panel SAFETY CABLE
— _— — -_ _ 10/27/16
—'_-- �
***NOTE: Copy on all 4 sides of cube**� �; 1 JB 02,/16%17
TOP UIEW BOTTOM VIEW 2 �B o2/21/1�
3 1B 02/28/17
�8 Alum Mounting Tubes 4 JB 04/17;17
� (from ceiling-provided by GC) �
,
�------ gp° -- — ! s
- , � �
_ �� —____ _ — I
39 3/4 _ __ � �B
31 3/4" � � 39 3/4�� ! BB&T/Tequesta,FL 13259/Salesi
�� i 13259
, i �� n 1i�'I�ROVED FOR Iv!?(i��lil��N4�(V
� � � � a�� �Q" --:— �Q" �— �Q" —���8� P;����roved As Drav:�i�
; ; I _ '
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�� ; �� ; , ' ` ; Iicuise&Resubmii
� f ' I � � �� Uale: -- ----
� � Four(4)white precoat panels
� w/GE Tetra Warm White LED �-i1ent:
� � � � powerstrips(total of 16 perface). S��es: __
I ; � , 'I PM: _
; ; L
I I `� ' I
c.�o � ' I i �r -
I i t' I; I ALL SIGNS MANUFACTURED
; I� �, ; fOR 120v ELECTRICAL SERVICE
� , �
i ' I ; !' �^ f' UNLESS OTHERWISE NOTED
I I l I j� � � This draw�SignAri. All Rights Reserved.
� I � �; � � � � � g and the tlesigns,plans,layouts
j "' �' ' antl accompanying inionnatimi contained
S��� � � herein,are the sole property of SignAii and
� , � may not ba copmd.recreatetl or distributed
1�.�ly = �n e �l� ! �vithout the exP S�iiA��tten consent of
� SCALE: 1/2" -1'-0"
� . � � �
5�_0�� S�gnArt
__ _ _ _ 6225 Oltl Concord Road
,.- - - - -- _, Charlotte,NC28213
��� ��� P:704.597.9801
� � � � F:704.597.9808
Primary elec.exit www.signartsign.cOm
� � _ _ - - - - - -- - � I �: �
� � ` � 13259
� �
i
/ i Finished ceiling \ BB&T Tequesta,FL
� � � �
+ A
� —rV� 101 North Hwy One,1
� 2"Sq Steel Mounting Tubes Tequesta,FL
� I (4 total)Provlded&Installed
� I [iy GC �
' 3'-6"c/c
I I EF
i ! ��
i
- --- - -- ---- ---- 10i27/16
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, _._ .___- ---- ---- --- _ __ ' 3 1B 02/28/17
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, � ' 1"Alum Tube Rails to I � i , ',
� create pockel for 2"Mounting , ; '
I I � ; BB&T/Tequesta,FL 13259/Sales/
� i Tubes secured w/3/8"rotl.
o i , (4 total). i I 13259
� � AFPROVED FOR PRQIDUCTION
i
, i , , � Approvetl As Drawn
; ' , ,I � � � Approved As Note�l
; ! i � Revise&Resubmii
' i ' I Date:
' � ' ' Client:
I
� � � Sales: _
�
, ,
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� i ALL SIGNS MANUFACTURED
; I FOR 120v ELECTRICAL SERVICE
�
��-� ' --- - -- -- - _ _ _ _ ' � r I --: - � � UNLESS OTHERWISE NOTED
} �— -- --- +i I ( �_�;��� .��=ra:€���w�r:a�ni��,��r�r*t�3�*�r: �,�•_-�,:-rs�.•+rra�i�anss::±:�i�-� c 2013SignAri All Rights ReseNed.
This dravnng and the tlesigns.plans,layouts
FRONT & BACK LEFT& RIGHT andaccompanyinginformationcontainec
S��� � hereia are the sole property of SignArt and
��E�/If ��EW may not bc copied.rer,reated or[iistnbuted
Qty = One (1) �vithoutthe expS�l'I{�itten canseni oi
� SCALE: 1/2" = 1'-0" ■
,
, � • � �
S�gnArt
' —__ __— _.___._ _ 95 1�2�� _ � - � gg&T Burgundy 6225 Old Concord Road
--_____ ___ ._____-.- ------ I
I ! Charlotte,NC 28213
� �� 5" P:704.597.9801
�--- F:704.597.9808
, White WWW,signartsign.com
' O
�; �
0 13259
M
1
BB&TTequesta,FL
� �
� 101 North Hwy One,1
Tequesta.FL
�19.89 Sq. Ft. (each) ' �� EF �
--- -- -__
�,
10/27/16
LL-30 Individually illuminated letters fabricated of aluminum. � ,
3mm white Signabond Lite backs (or.080"thk. aluminum). 1 JB 02/16/17
5"deep x.050"thk. returns (stapled to backs) painted BB&T burgundy. 2 JB 02/21/17
Faces of.177"thk. 7328 white acrylic with 1"std. burgundy Jewelite trim. 3 JB 02/28/17
� Internal illumination by GE TetraMAX white LED modules and GE 12 volt oisc.� oisc. oisc.
4 JB 04/17/17
Switch Switch Switch 5
power supplies located within each letter(per layouts provided). �
DisconneCt SwitCh IoCated on eaCh letter. Each unit to have it's own disconnect switch
- All electrical exits to line up horizontally.All wiring U.L. approved. ,
JB
Letters mount flush to fascia via threaded studs. .,
�' S"� BB&T,/Tequesta,fL 13259/Sales/
I 13259
� .050"thk.aluminuin return r� qPPROVEU FOR PRUDU(;11�N
, , , , _ , , , � 1"Jewelite trim a— � Approved As Drawn
� • � ' � ' � ' ` ' � '. �• � 3� .177"thk.7328 white acrylic o- Approved As Noted
n ' : . � . � ,
Revise&Resubn�ii
� : ' ' •_ ' - � GE TetraMAX white LED modules* Date:
� . .. .,•' � ' � . � � 4 Client: _ __
N �, •.- ; "'• �.� • ', ' ' Q5 GEPS12-60U-NA power supply* ,� Sales:
. . . .
1 • " . ; '• ; � 3'LiquitlTight flexible conduit PM: _
!! ; 1 , . '• . ' per each electrical exit
: . 5 --- (
, , , � , , . ' . ' � ' ` 07 3/8"x 12"threaded rod,nuts,
' " " " ' ' ' ` and washers ALL SIGNS MANUFACTURED
Q8 3/8"nutserts FOR 120v ELECTRICAL SERVICE
� �1NLESS OTyE"VViS�ioOTEC i
3
,, :�,2013 SignArt. All Rights Reserved.
Per layouts provided by GE
� This drawing and the designs,pians.layouts
S��� � � and accompanying mlormahon contained
Install Kit Items: �6 Q7 hereln.are the sole property of 3ignArt and
� may not be copied,recreated or tlistributed
Q`y = �W� ��� END VIEW �vithouithe expssf/{�itten conseni oi
�
�SCALE: 1/2" = 1'-0"
• , � � �
�5 q. Ft. S�gnArt
...,:.�- � =.�.•,..., / 6225 Old Concord Road
.�''� _ - - ,...;, .�r� Charlotte,NC 28213
- �'�� � �� P:704.597,9801
- ��_ --:.� ; .
- _ _ - ��f� � - F:704.597.9808
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' - _ -. I _;'� _ � ; _ _ _ _'_ __� Tequesta FL
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1 JB 02;16!17
2 JB 02/21/17
3 JB 02/28/17
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�
ALL SIGNS MANUFACTURED
FOR 120v ELECTRICAL SERVICE
UNLESS OTHERWISE NOTED
�7_013 SignArt. All Rights Reserved.
This dra�.ving and the designs.plans.layouts
and accompanying information containetl
S I G N B C D herein are the sole property of SignArl and
� � may no1 be copietl.recreatetl or distributed
withoutthe ezpress vdritten consent o1
SignAri.
. � � �
� 1
� BB&T Burgundy SI nA�
9i
�j BB&T Gray 6225 Oltl Concortl Road
S�G� E S I G N F-1 �, CIP 704e597 98013
White F:704.597.9808
www.signartsign.com
I �: �
2'-6" --1 3" 3" 13259
I � �
BB&T Tequesta.FL
T r N � � � �
� "� � "' � � l01 North Hvay One.1
� 1 N , � �
_ Tequesta,FL
Side A Side B Side A Side B � ' '
EF
�,
0
�, 10,'27/16
'�--- 3"x3°AIum.Tube ' 3"x3"AIum.Tube - �
i
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�, 1 JB 02;16/17
2 JB 02/21/17
3 JB 02/28/17
/V/ode%� /1ilode% 4 JB 04/17;17
—7030 —>030 5
6
- , .
JB
00 0o BB&T/Tequesta,FL 13259/Sales/
t— _— 13259
!IPPktOV�D FUM i���d�f►li!;"I�li1i�
l�pprovetl As Drav:�ii
Approved As Noted
Rcvise&Resubrnil
Uale:
9" � g" --� Client:
Diam. Diam. S�les:
PM:
QTY (2) D-1030 DF Non-Illuminated directional �
QTY (1) D-1030 DF Non-Illuminated directional ALLSIGNSMANUFACTURED
fOR 120v ELECTRICAL SERVICE
UNLESS OTH€RWISE NOTED
:�:2013 SignArt.All Rights Reserved.
This drav�ing and thc designs.plans,layouts
and accompanying informatmn contained
S��� � ���� � herein.are the sole proper��oi SignArt and
may not be copietl.recreated or distributed
Qty = Two (2) Qty = Three (3) ���itho�dthe expSi nN��tten cansent af
k
� SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0"
' � • ' �
- BB&T Burgundy SI nA�
SIGN F-2 „ ; g
3 6225 Old Concord Road
� BB&T Gray
- Charlotte,NC 28213
N . . I�' White P:704.597.9801
_ -- f:704.597.9808
N � ' ' � ' - S I G N F-3 www.signartsign.com
�; �
Side A Side B 3�� 1325�
, ,
BB&T Tequesta,FL
— � � �
-- 3"x3"AIum.Tube , N �
-- 101 North Hwy One.1
N � ' ' Tequesta,FL
�
,�o�,,e,: Side A
EF
—y030 �
10i27/16
- --- 3"x3"AIum.Tube--� • �
I JB 02/16/17
2 JB 02/21/17
3 JB 02/28/17
ao
- � Moa,e�: 4 JB 04/17/17
—>030 5
6
• , .
JB
m
BB&T/Tequesta,FL 13259/Sales/
13259
'— EIPPROVED FOR PRf)Ull(il�If.lN
Approved As Dra���n
QTY (1) D-1030 DF Non-Illuminated directional A�prOVedAsN°ted
Revise&Resubmit
Date:
Client:
Sales:
PM:
I
QTY (1) D-1030 SF Non-Illuminated directionai ALLSIGNSMANUFACTURED
FOR 120v ELECTRICAL SERVICE
UNLESS OTHERWISE NOTED
�2013 SignArt. All Rights Reserved.
This dra�ving and the designs,plans,layouts
and accompanying information contamed
S��� � ������ herein,are the sole propeity of SignAit and
may not bc copied,recreated or distributed
Q�� _ ����� ��� withouithe ezp�s���v�itten consent of
� SCALE: 3/4" - 1'-0" , , , . � �
S�gnArt
� BB&T Burgundy
6225 Old Concord Road
� -I Charlotte,NC 28213
White P:704.597.9801
F:704.597.9808
www.signartsign.com
�; �
13259
BB&TTequesta,FL
2�_� ,� , , ,
101 North Hwy One,1
Tequesta,FL
�
EF
�
— I Oi27/16
� ^ � � � � , . ,
� 1 JB 02;16/17
------ 2 1B 02/21/17
3 JB 02/28/17
4 JB 04/17/17
5
6
� CS-24 � �
JB
BB&T/Tequesta,FL 13259/Sales/
1"3259
.080 Flat aluminum panels finished in acrylic urethane enamel to match BB&T corporate burgundy «�iE���ov�aH��r�������r�ra�����
i1��proved As Drav,�n
or white. Copy of high performance 3M white or burgundy vinyl. Panels mounted flush. �a,�,����etlASN�t�-��
Rt�vise&Resubmil�
Date�.
Client:
Sales:
PM:
1
ALL SIGNS MANUFACTURED
FOR 120v ELECTRICAL SERVICE
u�L€SS OTNERWISE NOTED
C�:2013 SignArt. All Rights Reserved.
This dra�:�ing and the designs.plans,layouts
and accompanying infonnation contained
S��� � hereln.are the sole property of SlgnArt and
may not be copietl,recreated or tlistril�uted
Q+� = TWO ��\ �vitho�rfthe expSs�fA�itten consent oi
� i 1
� SCALE: 3° =1'-0"
� . � � �
,__ , S�gnArt
' BB&T gray 6225 Oltl Concord Road
; _
Charlotte,NC 28213
� 12„ � P:704.597.9801
F:704.597.9808
I www.signartsign.com
� 125 Aluminum
i: i
op �PARKING BY ' panel bolted to
�� DISABLED I 2°square tube. 13259
' PERMIT p;
� ONLY �� � �
� ���� — .125 Aluir�inum BB&T Tequesta,FL
���� ��FINE �
S250 MAX ,�', pa�e�b0�t8(1 t0 � �
� -� 101 North Hwy One,l
-T— �—�--' � 2"square tube.
� � Tequesta FL
`�; .125 Aluminum
_- - _
panel boited to
, ,
2"square tube.
EF
��
�; 10/27/16
� 2"Aluminum i
Square tube 1 )B 02/16/17
Finished to match
2 JB 02/21/17
BB&T gray
3 JB02/28;17
4 JB 04/17/17
� 5
` 6
i �
. i
1B
BB&T,�Tequesta.FL 13259/Sales/
1325y
APPROVED FOR PRODUCTION
Approved As Drawri
Approved As Noted
Itevise&Resubmit
Single Face w/ ��ate: _
Client:
"Van Accessible" Location TBD sa�es: _ — _
PM:
1
FLOR/DA ALL SIGNS MANUFACTURED
� Handicap Sign FOR 120v ELECTRICAL SERVICE
"' l�NI.ESS OTiiERWISF NOTF17
rc 2013 SignArl. All Rlghts Reserved.
This drawmgand the designs,plans,layouts
and accompanying informalion contained
S��� � herein,are the sale property ot Si�nArt and
may not be copied.recreated oi distributed
Qty = 0 n e (1) 6 :vithout the ezp S gnA�itten conseni ot
S�ALE: 1/2" =1'-0" Scale: '/2" = 1'-0" � �
Diam. , � • �
�---__- --- 30" - _ _- �
—�— -T-- S�gnArt
� i � � BB&T gray
6225 Old Concord Road
�
� Charlotte,NC 28213
� o P:704.597.9801
F:704.597.9808
www.signartsign.com
�: �
---�— ---- 30�� — 13259
�
i �
, , �— BB&TTequesta,FL
� ' � �
, 101 North Hwy One,l
�o '� � � Tequesta.FL
m , _
0
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,
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--� , � , _ _� lo�z��ls
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_ , � , 1 JB 02/16/17
-`D ' ' 2 JB 02/21/ll
N
'—' ' ' � 3 JB 02/28;ll
� � � 4 JB 04/17/17
_ I i 5
,I 6
��� ��� One (1) 30" stop sign and � ��� I� Three (3) 30" stop signs mounted �
' � JB
� ri ht turn onl si n one 3" � � to 3"s uare tube oles ainted BB&T ra
i g Y g � q p P g Y ,�
� � square tube pole painted BB&T gray ; i and mounted directly in ground. Bs�T/requesta.F�1325s/saies�
� -� � and mounted directly i��grou��d. � ' = i3�5y
°� ' � ' ' O° Bottom of sign to be 84" APPROVED FOR PRODUCTION
I ! Bottom of lowest sign to be 84" � from ground Auurove�As ordw�,
� , � � Approved As Noted
, from groultd Revise&Resubmit
IDate:
I I,I , II
Client:
� ' , Sales:
� ' , PM: _
j
, , t
� �' ALL SIGNS MANUFACTURED
� i , ' j FOR 120v ELECTRICAL SERVICf
� _ IINI_FS�(�THFRVVISF N[1TFn _,
� �i ��:2013 SignNrt.All Rights Reseroed.
� , This dra�ving and the designs.plans,layouts
I and accompanying informaiion coniainetl
S�^A' I N (�'�1� � N hereir� are the sol2 properhr oi SignArt and
��Y J u may not be copied�recreated ordistributed
�+� _ ��� ��� �+� = r���� ��� n�iihouilhe ezP�Si nA���ien consent ol
� L
� g
S�ALE: 1/2" =1'-0" __,_ SCALE: 1/2" =1'-0" '�
� . � � �
S�gnArt
' BB&T Gray 6225 Old Concortl Road
` ' Charlotte,NC 28213
P:704.597.9801
F:704.597.9808
Side 1 Side 2 www.signartsign.com
--------' !�___ _ 30" ____' �; �
30 " 13259
� —�--------- ; �
' i BB&T Tequesta,fL
I � � , , ,
' ' ' , 101 North Hwy One,l
StOp --� �DO NOt ' �� � o Tequesta FL
Enter � M � m
� � � DOT style panel � �
I fabricated of alum. EF
. , _
' ,,
, _ _ __ 10/27/16
� ,
1 JB 02/16/17
2 JB 02/21/11
3 JB 02/28/17
4 1B 04/17!17
� 5
�-
6
�
- � �
I JB
�-�
;'.
� BB&T/Tequesta,FL 13259/Sales/
! 13259
3"x 3" Aluminum APPROVED FUR I'ROIIUGTIf)N
, Square tube Approved As Dra�vn
! Finisnea to matcf� .125 Aluminum Stop and Do Not Enter panels ApprovedAs Noteo
BB&T gray painted white reflective Revise&Resub�7�it
Date:
�
�Nith first surface reflective red graphics client:
bolted to 3" square tube pole painted sa�es: _—
BB&T gray �'M:
,! �
ALLSIGNS MANUFACTURED
FOR 120v ELECTRICAL SERVICE
UNLESS OTHERWIS€NOT€D
C��-2013 SignArt All Rights Reserved.
= This drawing and the designs.plans,layouts
� antl accompanying iniormation containetl
SIGN K N
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� PREPARED BY AND
AFTER RECORDING RETURN TO:
Jeanette M. Flores, Esquire
GrayRobinson, P.A.
PO Box 3324
Tampa, Florida 33601
101 N. US Highway 1
Tequesta, FL
Property Code: 102445
ACCESS,LANDSCAPE AND CONSTRUCTION EASEMENT AGREEMENT AND
TERMINATION
THIS ACCESS, LANDSCAPE AND CONSTRUCTION EASEMENT AGREEMENT
AND TERMINATION ("Agreemenf') is made this day of , 2017, between
DDR SOUTHEAST TEQUESTA, L.L.C., a Delaware limited liability company, whose
mailing address is 3300 Enterprise Parkway, Beachwo�d, Ohio 44122, hereinafter referred to as
"DDR," and BRANCH BANKING AND TRUST COMPANY, a North Carolina banking
corporation, whose mailing address is BB&T Support Services Real Estate, 2400 Reynolda
Road, Winston-Salem,NC 27106,hereinafter referred to as `BBT."
RECITALS:
A. DDR is the fee simple owner of a parcel of land which is described on Exhibit A
attached hereto and made a part hereof("DDR Parcel");
B. BBT is the fee simple owner of a parcel of land, adjacent to the DDR Parcel,
which is described on Exhibit B attached hereto and made a part hereof ("BBT Parcel");
C. DDR(as successor-in-interest to Pride Plaza, Inc., a Florida corporation) and BBT
(as successor-in-interest to Community Federal Savings and Loan Association of the Palm
Beaches) are parties to that certain Grant of Encroachment dated September 19, 1965 and
recorded in OR Book 4663, Page 624, Public Records of Palm Beach County, Florida (the
"Existing Landscaping and Access Easement Agreement");
D. DDR has agreed to grant to BBT a perpetual, non-exclusive access easement over
the parcels shown on E�ibit C attached hereto (the "BBT Access Easement Area") and a non-
exclusive temporary construction easement over that portion of the BBT Access Easement Area
shown on Exhibit C-1 attached hereto (the "Construction Easement Area") in order to permit
BBT to construct certain improvements,pursuant to the terms and conditions of this Agreement;
\570010\I600-# 10294829 v2
� E. DDR has agreed to grant to BBT a perpetual, non-exclusive landscape easement
over the parcels shown on Exhibit D attach hereto (the "Landscape Easement Area"); and
F. BBT has agreed to grant to DDR a perpetual, non-exclusive access easement over
the portion of the BBT Parcel shown on Exhibit E attached hereto (the "DDR Access Easement
Area").
NOW, THEREFORE, in consideration of the foregoing, the execution of this Agreement
by the parties hereto, the mutual covenants and agreements contained herein, and for other good
and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the
parties hereto, it is agreed as follows:
l. Recitals. The Recitals above are incorporated into the body of this Agreement by this
reference.
2. Termination of Existing Landscape and Access Easement. BBT and DDR hereby
terminate the Existing Landscape and Access Easement as of the date of this Agreement, and the
Existing Landscape and Access Easement shall be of no further force and effect.
3. Grant of Easements.
(a) DDR hereby grants for the benefit of the BBT Parcel, a non-exclusive, perpetual
access easement for use by BBT, and its tenants, subtenants, licensees and occupants of the BBT
Parcel and all of their respective officers, directors, employees, agents, contractors, customers,
visitors and invitees, and their respective successors and assigns, over and across the BBT
Access Easement Area to provide pedestrian and vehicular ingress and egress over the BBT
Access Easement Area to and from the public rights of way known as U.S. Highway No. 1 and
Waterway Road. There shall be no fences or barricades installed by either DDR or BBT that
would obstruct or interfere with the free flow of vehicular traffic within or between the BBT
Parcel and the DDR Parcel.
(b) DDR hereby grants to BBT, for the benefit of the BBT Parcel, a non-exclusive
temporary construction easement ("Temporary Construction Easement") over and across the
Construction Easement Area. The purpose of the Temporary Construction Easement shall be to
(i) allow BBT to construct certain improvements in connection with the BBT Access Easement
Area and (ii) provide a staging area to BBT for construction equipment and materials. BBT's
access, ingress, and egress rights pursuant to the Temporary Construction Easement shall be
limited as follows: (i) BBT shall refrain from performing or engaging in activities in or on the
Construction Easement Area that prevent access, ingress or egress to the remainder of DDR's
Parcel; (ii) BBT shall refrain from storing or staging equipment or construction materials in or on
the Construction Easement Area unless said equipment or construction materials are specifically
required and necessary for the construction of BBT's improvements; (iii) BBT shall maintain
and store equipment and construction materials in a safe manner so as to not unreasonably
interfere with DDR's use of DDR's Parcel or the business operations of DDR; and (iv) BBT
shall cease storing or staging equipment or materials on or in the Construction Easement Area
immediately after completion of BBT's construction activities.
\570010\1600-# 10294829 v2 2
(c) DDR hereby grants to BBT, for the benefit of the DDR Parcel, a non-exclusive,
perpetual landscape easement (the "Landscape Easement") over the Landscape Easement Area
for the purpose of planting and maintaining trees, shrubs, grass and plants.
(d) BBT hereby grants for the benefit of the DDR Parcel, a non-exclusive, perpetual
access easement for use by DDR and its tenants, subtenants, licensees and occupants of the DDR
Parcel and all of their respective officers, directors, employees, agents, contractors, customers,
visitors and invitees, and their respective successors and assigns, over and across the DDR
Access Easement Area to provide pedestrian and vehicular ingress and egress over the DDR
Access Easement Area to and from the public right of way known as Waterway Road. There
shall be no fences or barricades installed by either DDR or BBT that would obstruct or interfere
with the free flow of vehicular traffic within or between the BBT Parcel and the DDR Parcel.
4. Access Fee. Commencing on the date hereof, and continuing thereafter on the first (lst)
day of January of each calendar year (the "Payment Date"), BBT, or the subsequent owner of the
BBT Parcel, shall pay to DDR, as owner of the DDR Parcel, or any subsequent owner of the
DDR Parcel, an annual access fee in an amount equal to Two Thousand Five Hundred Dollars
($2,500.00) (the "Access Fee"). Following the expiration of the fifth (Sth) anniversary of the
Payment Date, and in each subsequent five (5) year period thereafter, the Access Fee shall
increase by an amount equal to fifteen percent (15%) over the amount payable in the
immediately preceding five (5) year period. Payment of the Access Fee shall be delivered to
DDR at 3300 Enterprise Parkway, Beachwood, Ohio 44122, Attn: Property Manager —
Tequesta Shoppes, or to such other address as provided in writing to the owner or occupant of
the BBT Parcel.
5. Maintenance; No Liens.
(a) In the event that BBT disturbs any part of the Construction Easement Area, the
BBT Access Easement Area or Landscape Easement Area or improvements thereon in
connection with the exercise of its rights hereunder, BBT shall restore the land or improvements
affected thereby substantially to the condition existing prior to the time of such disturbance at
BBT's sole expense, normal wear and tear and damage by casualty excepted. In the event that
DDR disturbs any part of the DDR Access Easement Area or improvements thereon in
connection with the exercise of its rights hereunder, DDR shall restore the land or improvements
affected thereby substantially to the condition existing prior to the time of such disturbance at
DDR's sole expense, normal wear and tear and damage by casualty excepted.
(b) All work performed on or in the Construction Easement Area, the BBT Access
Easement Area or Landscape Easement Area shall be performed in a lien-free, good and
workmanlike manner and in accordance with the requirements of all applicable government
ordinances, codes, regulations and laws. In the event any mechanic's or materialman's lien is
filed against the Construction Easement Area, the BBT Access Easement Area or Landscape
Easement Area or any land of DDR in connection with work performed by or at the direction of
BBT, then BBT shall, promptly after notice of filing, cause the same to be discharged of record
at BBT's sole cost and expense. BBT will give DDR prompt notice of any claim or action
known to BBT and pertaining to mechanics' or materialmen's liens against the BBT Access
Easement Area, Landscape Easement Area or any land of DDR.
\570010\1600-# 10294829 v2 3
� 6. Reservations. The Temporary Construction Easement, BBT Access Easement, and
Landscape Easement created by this instrument are subject to a general reservation and right in
DDR to use any portion of land above, below or around the Construction Easement Area, the
BBT Access Easement Area and Landscape Easement Area so long as such use does not
unreasonably interfere with the use of the Construction Easement Area, the BBT Access
Easement Area or Landscape Easement Area by BBT for its intended purposes. The DDR
Access Easement Area is subject to a general reservation and right in BBT to use any portion of
land above, below or around the portion of the DDR Access Easement Area so long as such use
does not unreasonably interfere with the use of the DDR Access Easement Area by DDR for its
intended purposes.
7. Liability Insurance; Release; Indemnification.
(a) Each of BBT and DDR shall at all times during the term hereof maintain a policy
of commercial general liability insurance with companies authorized to transact business in the
State of Florida, having a minimum A.M. Best rating (or equivalent) of A-(viii), in the minimum
amount of $1,000,000.00 per claim/annual aggregate naming the other party as an additional
insured with respect to claims arising out of the exercise by such party or its agents of any rights
hereunder. Prior to entering the DDR Parcel to perform any work or maintenance and anytime
thereafter, upon request, BBT shall deliver to DDR a certificate of insurance evidencing that
such coverage is in place, and DDR, upon request of BBT, shall provide BBT with a certificate
evidencing that DDR is maintaining such coverage.
(b) Neither party shall be liable for any injury, damage or loss of any nature
whatsoever to person or property occurring as a result of the exercise of rights under this
Agreement unless such injury, unless such damage or loss is directly and solely the result of such
party's willful misconduct, negligence or breach of this Agreement. To the extent available or
otherwise permissible by law, any person ("Third Party") granted access to the Construction
Easement Area, the BBT Access Easement Area, or Landscape Easement Area by BBT shall
indemnify and agree to defend and save DDR harmless from and against any and all claims,
demands, actions, suits, losses, damages, costs and expenses whenever arising on or after the
date hereof arising out of or due to (a) any act of Third Party or any of its agents, employees,
representatives or contractors with respect to the Construction Easement Area, the BBT Access
Easement Area, or Landscape Easement Area, (b) the exercise by Third Party of BBT's rights or
the performance by Third Party of BBT's covenants and obligations under this instrument, or (c)
the use or occupancy of the BBT Access Easement Area or Landscape Easement Area by any of
the foregoing. To the extent available or otherwise permissible by law, any Third Party granted
access to the portion of the DDR Access Easement Area shall indemnify and agree to defend and
save BBT harmless from and against any and all claims, demands, actions, suits, losses,
damages, costs and expenses whenever arising on or after the date hereof arising out of or due to
(a) any act of Third Party or any of its agents, employees, representatives or contractors with
respect to the DDR Access Easement Area, (b) the exercise by Third Party of DDR's rights or
the performance by Third Party of DDR's covenants and obligations under this instrument, or (c)
the use or occupancy of the DDR Access Easement Area by any of the foregoing.
\570010\1600-# 10294829 v2 4
8. Temporary Construction Easement Termination. The Temporary Construction
Easement shall automatically terminate upon BBT's completion of the construction of the
improvements in the Construction Easement Area.
9. Eminent Domain. In the event that any part of the Construction Easement Area, the
BBT Access Easement Area or Landscape Easement Area shall be taken by eminent domain or
any similar authority of law, the entire award for the fee simple value of the land, and
improvements so taken shall belong to DDR, or to its mortgagees or tenants, as their interests
may appear; provided, however, that nothing contained herein shall be construed as waiving any
right of BBT to make a claim against the condemning authority for the loss of its easement rights
arising as a result of such taking. In the event that any part of the DDR Access Easement Area
shall be taken by eminent domain or any similar authority of law, the entire award for the fee
simple value of the land, and improvements so taken shall belong to BBT, or to its mortgagees or
tenants, as their interests may appear; provided, however, that nothing contained herein shall be
construed as waiving any right of DDR to make a claim against the condemning authority for the
loss of its easement rights arising as a result of such taking.
10. Default. In the event of any default by a party in the performance or observance of any
term, condition or covenant hereunder, which default is not cured within fifteen (15) days after
the giving of written notice from the non-defaulting party to the defaulting party (unless such
default is in the nature that it cannot be cured within such fifteen (15) day period, in which case
the period to cure such default shall be extended so long as the defaulting party shall have
commenced the curing of such default within such fifteen (15) day period and shall thereafter
diligently and continuously prosecute the curing of same and shall completely cure such default
as promptly as possible), then the non-defaulting party shall have the right, exercisable by
delivering written notice to the defaulting party, (a) to cure such default, and the right to be
promptly reimbursed for any costs incurred to cure such default, or (b) to terminate this
Agreement, whereupon the easement herein granted shall cease and desist and be of no further
force and effect.
11. Miscellaneous.
(a) This instrument may not be modified or amended except by a written instrument
executed by the parties hereto or their respective successors and assigns.
(b) This instrument shall be binding upon DDR and BBT, and their respective
successors and assigns.
(c) The parties acknowledge that the Construction Easement Area, the BBT Access
Easement Area, DDR Access Easement Area, and Landscape Easement Area are private
property and that nothing herein, express or implied, shall confer upon the general public any
rights or remedies under or by reason of this instrument, except as expressly provided for herein.
(d) BBT's use of the Construction Easement Area, the BBT Access Easement Area
and Landscape Easement Area is limited to those purposes expressly set forth in this instrument.
DDR's use of the DDR Access Easement Area is limited to those purposes expressly set forth in
this instrument.
\570010U 600-# 10294829 v2 5
• (e) Upon either party's request, DDR and BBT agree to execute and deliver any such
instruments, in recordable form, as may be necessary to evidence and confirm the termination of
this instrument.
(� All easements granted herein shall be non-exclusive.
[THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
\57001 OU 600-# I 0294829 v2 6
WITNESSES AS TO DDR: DDR:
- DDR SOUTHEAST TEQUESTA,L.L.C.,
a Deiawaxe linnited liabzlity company
By:
; (Print Name) (Print Name)
i
Its:
I (Prirzt Name)
�
i
WITNESSES AS TO BBT: BBT:
ERANCH BANKIIVG AND TRUST
COMPANY,a North Caxolina banking corporation
� B . �
Y'
, (Print axne) �.�C�
tPrint Name)
i
Its: �/� ���i�ts��-ri�r� l�1RN�/r�N�
�.�7 �(Print Name)
I
{02338520-3} 1570010\I600-tl I020I891 v5
7
[SIGNATURE PAGE TO DECLARATION OF EASEMF,NTS, COVENANTS AND
RESTRICTIONS]
IN WITNESS WHEREOF, Declarant has set its hand and seal as of�he day, month and
year first above written.
DECLARANT:
WITNESSES: BRANCH BANKING AND TRUST COMPANY,
a North Carolirza banking corporation �
<
/
By:
Print Nam : Name: G'/� l��U�r��
7 Title: 1/� �'eON.�'A�1`iur� jI?,ON�'/I�6alT
Pri ame:�OlT/��r�b N�1R�}�1
STATE OF ! �-�'� )
)SS:
COUNTY OF C��L�� )
Personally appeared before me, the undersigned, a Notary Pubtic, in and for said County
and Sta#e,���/ ��(�KL,�qsS� , known to me to be the`1/6 C�� ,� (Z�s!��N i of
BRANCH SANKING AND TRUST COMPANY, a North Carolina banking corporation, the
�(Z�4��i lotl FuIAN&�,E�1�N?which executed the foregoing instrument, who acknowledged that
he/she did sign and seal the foregoing instrument for and on behalf of said limited liability
company being thereunto duly authorized and that the same is his/her free act and deed and the
free at and deed of said corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and official seal at
P�-�v , � ��l this 2otC� day of �'l,tv`�. ,2017.
��
�„�rp� �t�N�S����.�a�t� Notary Pu 'c G-uv�S G�f'v�-�-�H`�'1
� . ►aoeary Pubiic Print Name:
�..�7 ST,�TE qF TEXAS
9�g��¢c MyComm.Exp,pg_2t_1A My Commission Expixes: �t. 2(•�.v t�
#iozsisss�z 5
EXH�
DDR PARCEL
Parcel A
Three Parcels of Real l'roperty situated in the County of Palm Beach, State of Florida,to wit:
Parcel 1:
That portion of the South 540 feet of Government Lot 3, lying Easterly of U.S. Highway No. 1,
together with a portion of Government Lot 4, of Section 30, Township 40 South, Range 43 East,
Palm Beach County, Florida. Said portions together being more particularly described as
follows:
Begin at the Intersection of the east right-of-way line of U.S. Highway No. 1, being 60 feet East
of the center line of U.S. Highway No. 1 with the South line of said Government Lot 3 thence
run North 03° 58' 33" East, along the Easterly right-of-way line of said U.S. Highway No. 1, a
distance of 541.26 feet thence South 89° 55' 42" East, along a line parallel with and 540 feet
North of as measured at right angles to the aforesaid South line of Government Lot 3, a distance
of 654.45 fee; thence South 0° 42' 42"East, a distance of 660.87 feet, thence South 89° 57' 18"
West, a distance of 300.00 feet to a point lying 401.00 feet Easterly of the Easterly right-of-way
line of U.S. Highway No. 1; as measured along the North right-of-way line of Vtjaterway Road;
thence North 03° 58' 33"East,parallel with the Easterly right-of-way line of U.S. Highway No.
1 a distance of 121.76 feet; thence North 89° SS' 42" West, along the Sonth line of said
Government Lot 3, a distance of 400.94 feet to the Point of beginning.
Parcel2:
Being a portion of Government Lot 3, less the South 540 feet and the North 200 feet thereof,
Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida, lying East of the
Easterly right-of-vvay line of State Road No. 5 (U.S. Highway 1) being more particularly
described as follows:
Beginning at a point on the Easterly right-of-way line of State Road No. 5 (U.S. Highway No. 1)
and a line 540 feet North of and parallel to the South line of Government Lot 3; thence North
03° 58' 33"East along said right-of way line a distance of 25.47 feet to a point of curvature of a
curve concave to the West; thence Northeasterly, Northerly and Northwesterly along the arc of
said curve, through a central angle of 15° 54' 41", having a radius of I970.08 feet a distance of
547.10 feet; thence South 89° 43' OS"East on a line 200 fee�, South of and parallel to the North
line of Government Lot 3 a distance of 255.12 feet to a point on the arc of a curve concave to
the West; thence Southeasterly, Southerly and Southwesterly along the arc of said curve through
a central angle of 14° 31' OS", having a radius of 2220.08 feet, a distance of 562.54 feet to the
Point of Tangency; thence South 03° 58' 33" West a distance of 8.41 feet; thence North 89° 55'
42" West along a line 540 feet North of and parallel to the South line of Government Lot 3, a
distance of 250.58 feet to the Point of Beginning.
{02338520-3} \570010\1600-#10201891 v5 9
LESS AND EXCEPTING THEREFROM, atzy portion of said Paxcel 2 which lies within the
Plat of Key West Village, as recorded in Plat Book 65, page 103 of the Public Records of Palm
Beach County,Florida.
{02338520-3} \570010\I600-# I020[891 v5 10
EXHIBIT B
BBT PARCEL
[see attached]
{02338520-3) }570010\1600-#]0201891 v5 1 j
SKETCH OF DESCRIPTION
(PAGE 1 OF 2)
LEGAL DESCRIPTION:
PROPOSED LOT 1, TEQUESTA AT WATERWAY
A PORTION OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. 1, SECTION 30,
TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FL.ORIDA; BEING MORE
PARTfCULARLY DESCRIBED AS FOLLOWS:
BEGIN AT 1HE INTERSECTtON OP THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1,
BEING 60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY N0. 1, WITH THE NORIN LINE
OF SAID GOVERNMENT LOT 4; THENCE RUN S89'55'42"E, ALONG SAID NORTH LINE OF
GOVERNMENT LOT 4, A DISTANCE OF 245.58 FEET; THENCE S00'04'10"E, A DISTANCE OF
12i.89 FEET TO THE NOR7H RIGHT OF WAY LINE OF WATERWAY ROAD PER SAID OFFlCIAL
RECORDS BOOK 1913, PAGE 7772; THENCE S89'54'38"W ALONG SAID NORTH RIGHT (}F WAY
LINE, A DISTANCE OF 225.73 FEET TO THE SOUTHEAST CORNER OF RIGHT OF WAY
DESCRIBED IN OFf'IGAL RECQRDS BOOK 5994, PAGE 289, PUBUC RECORDS OF PALM
BEACH COUNTY, FLORIDA; THENCE RUN N43'01'45"W ALONG THE NORTHEASTERLY LJNE OF
SAID RIGHT OF' WAY IN BOOK 5994, PAGE 289, A DISTANCE OF 51.20 FEET TQ THE EAST
RIGHT OF WAY LINE OF U.S. HIGHYVAY N0. 1, BEING 51.00 FEET EAST OF THE CENTERUNE
OF U.S. HIGHWAY N0. 1; THENCE NO3'S8'33"E ALONG SAID EAS7 RIGHT OF WAY UNE, A
DISTANCE OF 85.34 FEET TO THE AFORESAID NORTH LINE OF GOVERNMENT LOT 4; THENCE
S89'55'42"E ALONG SAID NflRTH LINE, A DISTANCE OF 9.02 F�ET TO THE POINT OF
BEGINNING.
CONTAINS 30,952 SQUARE FEET OR 0.7106 ACRES, MORE OR LESS.
JOB 901709
CF PBC30-40-43-SODS PREPARED FflR: LEGEND
DATE: 03-D1-2017 BRANCH BANK{NG & TRUST
SCALE� S' = SO� � -CEMEWJNE
DRAIJN BY� RCJ CAf -CONCREfF,MO�VYEM
CONC-CONCREfE
REVISIONS COW-COVERED
CP -COkCfiEfE PAo
GENERAL NOTES: �++' -�N�a�wA!xx'AY
d -CEN7Rp�ANCLE
D&M-DESCflIBEO de 41EASIIqED
7.9eatl�0 etrucWte baced on:NorM Ilm dt�overnmaMLot4�BBfIQ �E -��E EPSEME+R
S89'65'OCE{IYP�BFqWf1111IBB8IA8BCJIPI10118b0YB. ��-DESCRIF710N
- ow -oRwcwnr
E/P -EDCE OF PAVEAIpNI
2.Thie aurvayrx h�not rrtede aaeaich dtha puhl"�c�ewNs farary ESMT-EA$EMENT
dedkel�one.�qrq�,restr�ctbrreor�nlsotl�er�YreneFwwn FH -FlRE HYDWINT
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��C y ;��� M�red tor�heron entl tloea not e�dend b mry unremsd us -�ru snen
�YuthL.'*32`�� vaties. Neo -rui�m rnsK
PF�D�}e: 4fl�ri677-D?G� �' -OVERF!FJ�p WKtE
4..�6$���y��,�,,��16�8� OR8 -OFFlCtqL REW RO$BOOK
Llceni0�y,',,..B�qi�!p�Nc;:�833 "�^`•W �Y� PBM -PIAS B&0 KFASURED
WWW.�b.IW111 XBUrYB�'*I11i1.,80M x -Pnc�
.�,.�..;" �,-=.,. 5.Thk3uvayla'tJotVelld'wBhudiheslg�aWiqandthsorlpdrel PoB -POINT OF BECINHIt�
�:;fligitaJlysignedby �aiaedseelafihisFbridaliwnaedSurveywendMapper,unkm � -��M OF COMdENCEIAENf
���p'�.;:�.:�e -'i�bertCJohnson ��d���S�H�����11IlIYbNII�.�$M: fl/W -RI�GHTSOFWAY
1"""�bate;2017.03A2 �'�"���0°�^�i"'�0180^aiyn�lurevalidebon).The TR -TELEPHONE RISER
13:47:1S-OS'00' �Ia�°°�nganthladocumerrtxresautlqtizedbyRobertCJohrteon � _�uT�'FASEIAENT
on the Dale af tha�oMc elpnaL�e. uv -uriun ra�e
Robert C.Johnsan PSM 5551 P - NUueER
{02338520-3} \570010\1600-# 10201891 v5 12
SKETCH OF DESCRIPTI�N p �p
(PAGE 2 dF 2} },
.� �
�SZ.�'Y ,
� '
I
1 �
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< �
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� sa.o' �NTE/Rsecnorv
� de RN LINE�,CO�N L07 4 (BEARING BASIS)
li SBB�SS'42"E I N. LINE, GOVERNMENT LOT 4
�� , �.�2� __._.
� 589'55'42'E 245.58'
� � si.o' �u
�� �� �
�� �
�� 2� PROPOSEd LOT 1 w
�`� TEQUESTA AT WATERWAY b
�� y �o
�W � $
�� `s���' GOVERNMENT LOT 4 v'
`�o'�r�
� S89'54�38"W 225.73'
�a
�� o N. R/W LWE, ORB 1g13, PG 1772
0
� � WATERWAY ROAD (60' WIDE R/W)
N
Altamax Surveying ,� ��` GRAPHIC SCALE �
910 Belle Avenue, Suke 114U � s 0 � ��
Caseel6erry. FL 32708 W .� � F
Phone: 407—B7J—p20p
Lfcensed Businees No. 7833 ' �i _ � �
wwwaltama�aurveying.com .
{02338520-3} 15700!011600-#]0201891 v5 13
SKETCH OF DESCRIPTION
(PAGE 1 4F 2)
LEGAL DESCRIPTION:
ACCESS EASEMENT (OFFSITE)
A POR710N OF GOVERNMENT L07 4, LYING EAST OF U.S. HIGHWAY ND. 1, SECTION 30, TOWNSHIP 40 SOUTH, RAN�E
43 EAS7, PALM BEACH COUNTY, FLORIDA; BEING M,ORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE IN7ERSECTfON OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 7, BEING 60 FEET EAST
OF lHE CENTERLINE OF U.S. HIGFIMlAY N0. 1, WITH THE NORTH LINE OF SAID GOVERNMENF LOT 4; THENCE RUN
NO3'S8`33"E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 17.90 FEET FOR A POINT OF BEGINNING;
THENCE CONTINUE NO3'58'33"E ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 35.00 FEEC; THENCE
LEAVI�G SAID EAST RIGHT OF WAY LINE, RUN S86'01'27'E A DISTANCE OF 50.50 FEET; 7HENCE 503'S8'33"W A
DISTANCE OF 17.10 FEEf TO A POINT OF CURVATURE ON A GURVE CONCAVF NORTHEASTER�Y, HAVING A RAOIUS OF
2.73 FEEf, A CHOR� BEARING OF 542'S8'35"E, A CHORD DISTANCE OF 3.�t FEET, RUN THENCE SOU7HEASTER�Y
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 93'S4'15��, A DISTANCE OF 3.49 FEET; THENCE
S89'55'42"E A DISTANCE OF 379.14 FEET; 7HENCE S00'31'S6"W A DISTANCE OF 151.37 FEEf TO A POiNT ON THE
NORTH R1GHT OF WAY LINE OF WATERWAY ROAD PER OFFICIAL RFCOROS BOOK 1913, PAGE 1772; THENCE
S89'S4'38"W ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 32.00 FEET; THENCE IEAVING SAID NORTH
RIGHT OF NlAY LINE, RUN N00'39'S6"E A DISTANCE OF 19.79 FEET; THENCE N89'S9'20"W A DISTANCE OF 7.03
FEEf; THENCE NO3'S8'33"E A DISTANCE OF 26.06 FEET; THENCE 589'S9'20"E A DISTANCE OF 5.46 FEEf; THENCE
N00'31'S6��E A DISTANCE Of' 80.67 FEET; THENCE N89'S5'42"W A DISTANCE OF 179.71 FEET; THENCE S00'00'29"E
A DISTANCE OF 5.00 FEET TO AFORESAID NORTH LINE OF GCVERNMENT LOT 4; THENCE N89'S5'42"W ALONG SAID
NORTH LINE, A DISTANCE OF 26.00 FEET; THENCE LEAVING SAID NORTH LINE, RUN N00'00'29"W A DISTANCE OF
5.OD FEEf; THENCE N89'S5'12"W A DISTANCE OF 114A5 FEEf; THENCt S00'04'18"W A DISTANCE OF 5.00 FEE? TO
AFORESAID NORTH LINE OF GOVERNMENT LOT 4; 7HENCE N89'55'42"`N ALONG SAID NOR7H L.INE, A DISTANCE OF
30.OQ FEET; THENCE LF�,VING SAIQ �ORTH LINE, RUN N00'04'18"E A DISTANCE OF 5.00 FEEf; THENCE S89'S7�29'�W
A DISTANCE OF 1.3h FEEf TO A POINT OF CURVATURE ON q CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS
OF 15.00 FEET, A CHORD BEARING OF N62'08�35°W, A CHORD DISTANCE OF 13.98 FEET, RUN THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAI. ANGLE OF 55'32'19", A DISTANCE OF 14.54
FEET TO A POINT OF REVERSE CURVATURE ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 10.00 "
FEEi', A CHORD BEARING OF N60'11'S6"W, A CHORD DISTANCE OF 8.71 FEEI', RUN THENCE NORTHWESTERLY ALONG
7NE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 51'39b?", A DISTANCE OP 9.01 FEET; THENCE
N66'01'27'W A DISTANCE OF 29.70 F[CT TO THE POINT OF BEGINNING.
CONTAINS 15,922 SQUARE FEEI OR 0.3655 ACRES MORE OR LE55.
JOB 901753
CF PBC30-40-43-SODS-REVISED PREPARED FOR: LEGEND
DATE: 04-21-2017 g�NCH BANKING & TRUST
SCALE� 1' = 50' � -ceumauNE
DRAWN BK PJT CM -CDNCREfE MONUMEM
cauc-caacaEre
COVD-COVEftED
REVISIONS GENERAL NOTES: �' -�N���wa�i�'Ar
d -ClNiRAL ANCIF
D&M-OcSCRiBEO&NEASURED
1- BaadnCatrucW�abesetlon:NaMlinedC3ovemmGrtLat4:8elnp uc -orara�e ensa+enr
BB9'854YE per Qlef ehown In bgal deaniption above. (�)-�scaFmoN
D1S -OfOVEWAY
Z �S� � $ry E/P -EOGE OF P�yE4EPR
IYBYah�IW�madD98B91Chd(U7B IIC19oCf{ig(q E54R-E0.5EMENT
dediceW�re.AmYlatbrre,rastrktbneor�lsatl�ertfreneFwKn �H -FIRE HYORANT
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910 �(_�,'�l�;��'114D the emttNs « (M)-NEASl/RE0
�,>� " M•Pered for,hemn uM daes nat abarM b any untmmed us -µEra�s�m
�oc.r�fG:�l.i� !UB Pa�tias. Nao -tud��rnsK
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.,.�.�� 5.Thls3uveylsTblVeHd'wflhauttlmelpmWieandtheorlpl�rel Ppg -pOMT OF BEGINNIHC
�re
':. ';�G7i§itallvsignedby iaiaedseeloflheFlorldapwrreadguvnyarendMapper.unlea � -P�I�SFCpAFENCENEM
���Q�....-�fkdb"ertCJohnson ������a�9���tl+U+eeblHtyiovallUete.(Sss: a�w -wcxr oc wnr
! Date:,2077.04.21 �W'�m�W��'��������efytlBWreVg�jdsyp�),TFBe TR -TELEPHONE RISER
- 6lBI8�OBI�IIAd1{�1�6f�OQ11YM11�W9681�1011ZEd�IfZ0�1MtC�OM1lIbOII tYP -7YPICAI
- �a{:52:3'J-0e{�Q�' OII�IIOU8I80T�hBOIBCUOIIIClIQ118UIB. UP -UMIILRY P�0 EMENi
Robert C.Johnson PSM 5551 B - NVM6ER
{02338520 3} \57001011600-#10201891 v5 15
�
SKETCH OF DESCRIPTION p 'p
(PAGE 2 OF 2) .� , �''
�SZ�Y' .
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G�Vr`RNMEN�LU�3
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60.0' L
f8 ACCESS FASE1ffNT(oFFSIrE)
a P.O.B. " L17 N89'S5' " a 7•
� • . . .,
��
____ ' —— — ______———_——�_
;� I P.D.C. � ''!T,�,,,e, '' - �
K I E R/W�US HIGHWAY 1 ~ "^""W�s7 ---- � �
a 5i.0' � &N IJNE.GOVf lAT 4 N.uNG mvEwHwexr lor s �= I R
�
LOT 2 �
�o I LOT 1 �I3�v TEQUESOP SEbWPL4RWAY � �
4+ I TEDUESTA AT WATEHWAY •
k+" � 'PROP05E0 PUY o' o � ;n
t`�� I I n
., I 'oo
zO \� GOVERNMENT LOT 4 ' �
Ym \ I 7
3 � �
io
\
�� �__`______________ ——____ `
rW� 1 _t—
,� •N.R/W LWE.WATERWAY ROAD � �N.WW ll11�MATERNAY RMD
�a - ORB 1913,PAGE 1'!72 $j OPB f9td.PKE 1TI
o �
g + WATEftWAY ROAD {90' WIDE R/N� �
�
LWE CHA�T
L1 NO3'S8'33"E 17.�0' L1C N00'31'S6"E 80.67'
L2 ��03'5$'33"E 35.00' L11 S00'00'29"E 5.00'
L3 S86'01'27"E 50.50' L12 N89'S5'42"W 26.�0'
L4 S03`58�33"W 17.10' L13 N00'00'29"W 5.d0`
L5 S89°54'38"W 32.OD' L14 S00'04�18"4V 5.00'
L6 N00'31'S6"E 19.79' L15 N89'55'42"W 30.00'
L7 N89'S9'20"W 7.03' L16 N00'04'18"E 5.00'
L8 NO3'58'33"E 26.fl6' L17 S89'S7'29"bV i.34'
L9 S89"59'20"E 5.46' L18 N86'01'27"W 29.70'
CURVE CHRRT
CENTRA! ARC CHORD CHORD
N0. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE
C1 93'54'15" 2.13' 3.49' 2.28' 54Z'S8'35"E 3.11'
C2 55"32'19" 15.00' 14.54' 7.90' N62'08'35"W 13.98'
C3 51'39'02" 16.00' 9.01' 4.84' N60'?1'S6"W 8.71'
�
Altamax Surveying .� , GRAPHIC SCALE
91� Belle Avenue. Suite 1140 � �i � � ��
Casaelberry FL 32708 w a � E
Phone: 4U7-677-020Q
Lkxnaed Bueineas No. 7833 � �� � � �
www.altamaxeurveying.com
{02338520-3} 1570010\1600-#10201891 v5 1C
EXHIBIT C-1
CONSTRUCTION EASEMENT AREA
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{02338520-3} \5700L0\1600-#10201891 v5 1'J
EXHIBIT D
LANDSCAPE EASEMENT AREA
[see attached]
{02338520-3} \570010\1600-#10201891 v5 18
SKETCH OF DESCRIPTION
(PAGE 1 QF 2)
LEGAL DESCRIPTION:
LANDSGAPE AND MA(NTENANCE EASEMENT #1
A POR110N OF GOVERNMENT LOT 4, LYING EAS7 OF U.S. N�GHWAY N0. 1, 5EC110N 30,
TOWNSHIP 40 SOU1H, RAN6E 43 EAST, PALM BEACH COUNTY, FLORIDA; BEING MflRE
PARIICULARLY DESCRIBED A5 FOLLOWS:
BEGfN AT THE INTERSECl10N OF THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY N0. 1.
BEING 60 FEET EAST OF THE CEN'�RLINE OF U.S. HIGHWAY N0. 1, WITH THE NORTH UNE
OF SAID 60VERNMENT LOT 4; THENCE RUN NO3'58'33"E, ALONG SAID EAST RIGHT OF WAY
IJNE OF U.S. HIGHWAY N0. 1, A DISTANCE OF 17.89 FEET; THENCE, LEAVING SAID EAST
RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, RUN SB6'01'27"E, A DISTANCE OF 29.70 FEET
TO TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 10.D0 FEET, 7HENCE RUN SOUTHEASTERLY AI.ONG THE ARC OF SAID CURVE 1}�iROUGH
A CENTRAL ANGLE OF 5139'02", A DISTANCE OF 9.01 FEET {CHORD BEARING AND CHdRD
DISTANCE OF S&0'11'56"E, 8.71 FEET) TO A POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 15.OQ FEET; THENCE RUN ALONG THE
ARC OF SAID CURVE 11iR0UGH A CENTRAL ANGLE OF 55'32'19", A DISTANCE OF 14.54
F�ET (CHORD BEARING AND CHORD DISTANCE OF S62'OS'35"E, 13.98 FEET; THENCE RUN
N89'57'29'E, A DISTANCE OF 1.34 FEET; THENCE RUN SQQ'04'18"W, A DISTANCE OF 5.00
FEET TO TNE NORTH LINE OF SAID GOVERNAAENT LOT 4; THENCE RUN N89'55'48"W, A
DISTANCE OF 52.12 FEET TO TNE POINT OF BEGINNING.
CONTAINS 711 SQUARE FEE7 OR Q.0163 ACRES, MORE OR LE55.
JOB 901753 '
CF PBC30-40-43-SODS-REVIS[D PREPARED FOR: LEGEND
DATE: 04-77-2017 BRANCH BANKING & TRUST
SCALE� 1' = SO' E -CENIQ&INE
DRAIdN BY� pJ7 CM -COHGRETE MONUMENT
coNc-coNcaere
REVISIONS ccw-coveReo
CP -COryCRETE PAD
GENERAL NOTES; ew -coNsr��waucwnr
C -CENRUL ANGLE
D&M-pE$�qIBEO h MEA$IIRED
7�9eerin6�cW�ebasotlon:NathNnedOnvwmmantLpt4;Belnp DE -ORAWPLEEASEMENT
S88'6642'B Pa'Pfat eFnwn in b�f deecription e6ova. (o>-oescrsx•noru
ow -ormtwnr
2 Thiseu � � E/P -EDCE OF PAYEI(EM
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dedkedb�re,�imilatlone,reatrkXiormaeasartrnbolherlhenshown � -FIRE FIYDRAPf�
A�.�m S�� IIBfBdI. � -FOUNO
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LEGAL DESCRiPTION:
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LEGAL DESCRIPTION:
ACCESS EASEMENT (LOi' 1)
A PORl10N OF GOVERNMENT LOT 4, LYING EAST OF U.S. HIGHWAY N0. 1, SECTION 30,
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9i0 B�le Avenue, Suite 1140 � �� � � ��
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STORM WATER CALCULATIONS
FOR
DRAINAGE IMPROVEMENTS
Of
BB&T TEQUESTA (LOT 1)
101 NORTH US HIGHWAY 1
TEQUESTA, FLORIDA 33469
FOR
BB&T Bank
IN
Palm Beach County, Florida
Prepared by:
H & T CONSULTANTS, INC.
9310 OLD KINGS RD SOUTH, STE 1001
Jacksonville, Florida 32257
(904) 419-1001
March 13, 2017
Revised April 17, 2017
,
� l �
� �
INDEX OF SHEETS
I COVERSHEET
II INDEX SHEET
III PROJECT NARRATIVE
• L4CATION AND DESCRIPTION
• EXISTING DRAINAGE SYSTEM
• PROPOSED DRAINAGE SYSTEM
IV LOCATION MAP
V SOILS
VI GEOTECHNICAL REPORT
VII PERCOLATION TEST
VIII ICPR RESULTS
APPENDIX
APPENDIX A-SOILS INFORMATION
APPENDIX B-GEOTECHNICAL REPORT
APPENDIX C-PERCOLATION TEST
�
LOCATION AND DESCRIPTION
The project is located at 101 US Highway 1 North, Section 30, Township 40 South, Range 43
East, Tequesta, Florida. The total area of the project is 0.71 acre. The project will include
phased demolition of the existing BB&T 2-story bank. After demolition, a new BB&T bank will
be will be constructed as shown on the drawings. Demolition will be done in phases as shown
on the Demolition Plan and will include demolition of the existing building, removal of all
impervious areas (parking, sidewalks and access drives) and some landscaped areas including
parking islands. The new project witl include a new BB&T bank (single-story) buifding, drive-
thru and canopy, parking areas and main access drives and sub-surface storm water
management system. There are 4 access driveways associated with the new project with a
shared access drive, on the east side with Lot 2.
EXISTING DRAINAGE
The existing site has a drainage system mainly a storm water collection system. There are catch
basins located within the site that collects and directs the runoff from the site to the adjacent
lot (Lot 2) to the east via drainage pipes. There is an outfall control structure near the east
boundary af Lot 2 with a weir. The existing weir is at elevation 12.15. There are no surface
ponds or storage systems currentty on site, however, there is an existing exfiltration system on
site.
PROPOSED DRAINAGE
The project is required by the Village of Tequesta to contain runoff from a 25-year 24-hour
storm event. Due to site constraints, a surface pond is not feasible. In order to meet this
requirement, the proposed drainage system will include a sub-surface storage system with
percolation. The proposed system is a StormTech� subsurface system —MC4500. The system
will be located just east of the proposed drive thru area. This area was selected due to the
amount of space needed for the subsurface system. The system and drainage collection system
is designed to retain the runoff from a 25-year 24-hour storm event. Catch basins will be
installed as shown on the plans and runoff will be coliected and directed into the StormTech
system. Initially, runoff will be diverted via a weir, into the isolator Row where initial treatment
will be provided. The stormwater management system has been designed to retain the 25-year
24-hour storm event with no discharge. The system provides the required treatment via
percolation. Once the water level exceeds the weir elevation during 100-year 24-hour storm
event, water will flow into the other chambers and ultimately discharges east through the
existing offsite storm system with the Shoppes of Tequesta. The 100-year 24-hour post
development discharge is less than the pre-development (undeveloped site) 100-year 24-hour
runoff. The main components of the proposed StormTech� system includes a 12" stor�e layer
directiy above the chambers,the MC-4500 chambers and another 12" iayer of stone right
below the chambers. The entire system will be enveloped with filter fabric. The Lot 1 drainage
system will still have to connect to the Lot 2 drainage system and is consistent with existing
drainage conditions.
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SOILS
Based on the soil survey, the site is mainly comprised of the St. Lucie and Paola type soils. St.
Lucie soils are nearly level to sloping and excessively drained. This type of soil typically has a
thin surface tayer of grey sand. Below this layer is generally white sand that extends to depth of
more than 80 inches. Poala sand are nearly level to sloping and are excessively drained sand as
we11. Similar to the St. Lucie soil, Poala sand also has a layer of gray sand followed by white
sand. Both soil types are classified as Class A soils which exhibit excessively draining
characteristics. Additional information regarding the soil types is included in Appendix A.
GEOTECHNICAL REPORT
A soil exploration was conducted at the site by Dynatech Engineering Corp. A copy of their
report is included in Appendix B.
PERCOLATION TEST
A soil percolation test was performed by Dynatech Engineering Corp. A copy of their report is
included in Appendix C.
Design Information:
Pre-Development Conditic�ns �se� r�ate):
Total Area = 0.71 acre
Imperviaus Area =0
Pervious Area = .71 ac
Curve Number=49 (Hydrologic Soils Group A, undeveloped land)
Pre Time of Concentration, Tc= 15 minutes
Note: Pre-development condition based on the condition of the site after demolition where all
the impervious areas have been removed, graded with no vegetation.
Post-Development Conditions:
Drainage Area =0.72 acre
Impervious Area =0.49 ac (CN=98)
Building—3,008 ftZ
Parking, Access Drives, Pads- 17,005.83 ftZ
Sidewalks—1,304 ftZ
Total: 21 317 ft2 or 0,49 ac
Pervious Area =0.22 ac (CN=39)
Weighted CN = (0.49 x 98) +�0.23 x 39) = 79.15
0.72
Weighted CN = 74.15 '
Time of Concentration = 10 minutes (minimum required)
Water 1"able: 22' below surface (refer to Percolation Test report)
Seasonal High Water Table: EI. 2 ft. (approximate)
ICPR—Inter Connected Channel and Pond Routin Model
fn order to determine the size needed for the sub-surface system, ICPR was used to model the
25-year 24-hour storm event. StormTech calculations were used to determine the number of
MC-4500 chambers needed for the pro}ect. The percolation rate input for the ICPR model was
based on the Percolation Test performed by Dynatech Engineering Corp and is included as
Appendix C. Per the percolation test that was conducted, the hydraulic conductivity was
determined to be 1.28x10�3 CFS/Sq.Ft-Ft. Head. The diameter of the hole used in the test was
7" with a test depth of 0-10'. The average ftow during the test was 42.5 gpm. For the ICPR
modeling, a conservative rate of 30 feet per day was used which provides a safety factor of 3.6
based on a hydraulic conductivity of 1.28x10-3 CFS/Sq.Ft-Ft. Head (approximately 110.6 fpd)
The ICPR model includes an underground detention node to represent the StormTech system.
As shown on the Drainage Detail Sheet—StormTech, the elevations for the proposed system
are as follows:
• Top of Pavemen# (Minimum Grade Eievation): EI. 18.35
• Top of 12" thick stone layer (above chambers): EI. 17.35
• Top of Chamber: EI. 16.35
« Bottom of Chamber: E!. 1Z.35
• Bottom of Stone (below the chambers): EI. 10.35
Proposed Sub-surface System:
Length: 70.95 ft.
Width: 29.10 ft.
Total Area: 2065 ft2
Surface Area: (used in the ICPR Model)
Bottom = 70.95 x 29.10 = 2064.6 ft2 (sides were not included to be more conservative)
Total Area = .047 ac
Cumu�ativ� Volume af Sub-Surface S st�m: Refer tc�St�armTech S re�dsheet
Elevation Cumuiative Volume ft3 E uivalen# Valurx�e Acre-ft *
10.35 0 0
11.35 825.60 .0189
12.35 2613.60 .0600
13.35 3994.45 .0917
14.35 5662.8 .1300
15.35 6969.6. .1600
16.35 7840.8 .1800
The results of the ICPR are included in the report and shaw a maximum stage elevation during a
25-year 24-hour storm event of 15.49 ft. with zero discharge to Lot 2. The proposed weir
elevation at structure S-7, the last structure on the east property boundary of Lot 1, is propased
at elevation 15.50 ft. The 100-year 24-hour storm event was afso modeled in ICPR and resulted
in a maximum stage elevation of 16.71 with a discharge of 4.27 cfs.
ICPR Schematic Diagram
Control
Drainage Basin •��y Structure
�,.�...�.........�.�.
Stormtech System
�
•""".."....."".,.,.�
Water Table
Conclusion
Based on the ICPR model, the proposed sub-surFace system and associated drainage system is
designed to fully retain runoff from a 25-year 24-hour storm event with no discharge ta Lot 2.
Discharge from a 100-year 24-hour storm event during post condition is less than pre-
development condition.
' ADS Design Tool Site 3�/Q�/7 Page 1 of 1
�
., ..:�.�.>.�..a.,;
U��r In.�rut� Results
Chamber Model MC-4500
Outlet Control Structure Yes(Outlet) System Volume and Bed Size
Project Name Tequeska Lot 1
Installed Storage Volume 8396 cubic ft.
Project Location Tequesta, FL
Storage Volume Per Chamber 166.2 cubic ft,
Project Date 03/10I2017
Storage Volume Per End Gap 111.9 cubic ft.
Engineer H&T
Number Of Chambers Required 42 each
Measurement Type Imperial
Number OF End Caps Required 6 each
Required Storage Volume 8250 cubic ft
RowslChambers 3 row(s)of 14
Stone Porosity 40% chamber(s)
Stone Above Chambers 12 in. Maximum Length 70.95 ft.
� Stone Foundation Depth 12 in. Nfaximum Width 29.10 ft.
Average Cover Over Chambers 24 in. Approx.Bed Size Required 1994 square ft.
Design Constraint Widih
Design Constraint Dimension 36 ft.
Svstem Components
Amount Of Stone Required 343 cubic yards
Volume Of Excavation(Not 517 cubic yards
Including Fill)
Non•woven Filter Fabric Required 599 square yards
Length Of Isolator Row 61.47 k.
Woven Isolator Row Fabric 164 square yards
PAVEMEMT IAYER(OESIGNED
��- BY SffE DESIGN E17(31NEER)
,� . , r'. ,. ,
, ,�.:..._. .__ ..� .:,.: _...�__:_..... .._. �
�.._
_.._ . 1
t , , 1 za• T.o•
� � � m�.,„•� ��� � �L f600mm)MW��� (1AqX)
�.
� ' f r�,� �t 12'(300mm)MIN
. .` _.�._ _ __,_ ,._.... �_.........._.__ __ 1........� 9.
- 3k•.k� . 4 �.
��' �:� �
� i. 6p'
�� ' t� � � (1525mm)
a
� ,
f }' tf
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_ 1__.,a .._��- s ��. , .... ............_..L
f � ���DEPTH Df STONE70 BE DEiERMINED
;` ��- .°� . �� � '� ' �' .''� _ �8Y OESIGN ENGWEER B'(230 mm)MIN
� s.. — �f00'�2510 mm�.� _._� �..._1�3'(�DO-mm)TYP
(230 mm)MIN � � -
i:y a-n:�:rravo:ee.�aa:;r..:�w,r:�ax:�r�sx�rt�,
�c:93atias>�+c:w<�;t�¢c",.+t;s�."ra r..1a.xE.�ua+o:s.xsi
�wuF:u-<-ansr.�;�c+-��x m.v
�ADS Stormtech 2016
http;//stormtechealc.azurewebsites.net/ 3/10/2017
, � f,�/��
Project: Tequesta Lot 1 �
_ �
Chamber Model- -d5 Q ��'r����+■ ■�
Units- m�er at�. r.i;zc�xe�etaAlnMic �".,. ,. ��
Number of Chambers-
Number of End Caps- :$ ,
Voids in tha stone{porosity)- 4t� `l,
���.
Base of Stone Elevation- '����� � 0 ���e PerimeterStone�n ca4nrtations
Amount of Stone Above Chambers- 1� ir+
................................................ .__.�
Amount oF Stone Below Chambers- 12 iia
Rrea of system- 2(}6-0 sf Min.Area- 1729 sf min. area
StormTech MC-4500 Cumulative �ts�ra � ���=�rr���
Ne�ht ot incremenkat S�ng1e tncfemental Incrementai Incremental tncremental Incxementai Ch, Cumulative
System Ghamber Sirtgfe End Cap Chambers End Cap SMne EC and Stone System Elevation
�r�v�ia�s) cu1�#�t�t cubfc feet Cubic feat cubic tee! GubrC feef cuhic feet cubic feet) ' (feet)
_ �� o.on aa� o:oo a.�a srs.�o s�.ac� ��s�.�z ��.ss
83 OAO 0 00 0.00 0,00 68.80 68.80 8522 92 17.27
82 0.00 OA� 0.00 0,00 68.80 68.80 8454,12 17.18
61 0.00 0.00 0.00 0.00 68,80 68.80 6385.32 17.10
BO 0.00 0.00 0.00 0.00 68.80 66.80 8316.52 17.02
79 0 00 0.00 0.00 0.00 68.80 68.80 8247.72 16.93
78 0 00 0,00 0.00 0.00 68.80 68,80 8178.92 16,85
77 0.00 0.00 0.00 0 00 68.80 68.80 8110.12 16.77
76 0 00 O.OD 0.00 0.00 68.80 68.80 8041.32 16.68
75 0.00 0.00 0.00 0-00 68.80 68.60 7972.52 16.60
74 0.00 O.OD 0.00 O.OQ 68.80 68.$0 7903.72 16,52
73 0,00 O,OD 0.00 0.00 68.80 6$.80 7834.92 16.43
72 0_04 0 00 1.72 0.00 68.11 89.83 7766,12 16.35
71 0.12 0-01 4.88 0 06 66,83 71.76 7696,28 16.27
70 0.16 0_03 6.92 0.16 65.97 73_05 7624.52 16.18
69 0.21 O.D5 8J7 0.29 65.1$ 74,23 7551,46 16,10
6B 0.27 0.07 11.27 0.41 64.13 75 81 7477.25 16A2
67 0.45 0 09 19.02 0.53 60.98 80.53 7401 44 15.93
66 0.67 d 11 27.94 0.68 57.35 85.97 7320.91 15.85
65 0.80 0,14 33_56 0.85 55.04 89.44 7234.94 15.77
64 0.91 0.17 38.14 5.01 53.14 92.29 7145.50 15.6B
63 1.00 Q.19 4212 4.15 51.49 94.76 7053.21 15.60
62 1,09 D22 45.67 1,29 50.02 96.98 6958.45 15.52
61 1.16 0.24 48.67 tA5 48.67 98.99 6861,47 15.43
60 1.23 027 51.83 1,62 d7.42 100.87 6762,48 15 35
59 1,30 0.30 54.59 1.79 46,25 102.62 6661.61 15.27
5$ 1.36 0.32 57.16 1.94 45.16 104.26 6558.99 15.18
57 1.42 0.35 59.59 2.09 d4.13 105,60 6454.73 15.10
56 1.47 0.37 61.86 2.23 43.16 107<26 6348.92 15A2
55 1.53 0.39 64 06 236 42 23 108.65 6241.66 14.93
54 157 O:A2 66.13 2.50 41.35 109.98 6133.01 14�85
53 1.62 0.44 68.10 2.64 40.50 111,24 6023.03 14,77
52 1.67 0.46 69.96 2.78 39.70 112.45 5911.78 1A.68
51 1.71 0.48 71.78 2.90 38.93 113.61 5799.33 14.60
50 1.75 0.50 73.50 3.03 38.19 114.72 5685.72 14.52
49 1,79 0.53 75-15 3.15 37.48 115_78 5571.00 14.43
48 1.83 0.55 76.74 3.27 36.80 116.81 5455.22 14,35
47 1.86 0.56 78.26 3.39 36.14 117.79 5336.41 14_27
46 1.90 0.58 79.73 3.50 35.51 11$.74 5220.62 14.1B
45 1.93 0.60 8L14 3.61 34,90 119.65 5101,86 14.10
44 1.96 0.62 82 49 3J2 34.32 120.53 4982,23 14.02
43 2,00 064 83.79 3,83 33J5 121.37 4861.71 13.93
42 2.03 0.68 85.05 3.93 33.21 122.19 474�,33 13.85
41 2.05 0.67 66.26 4.04 32.68 122.98 4618.14 13,77
40 2.06 0.69 67,42 4.14 32:17 123.74 A495.16 13.68
39 2.11 0.71 68,b4 A.24 31.69 124.47 4371.42 13.60
38 2.13 0,72 89.62 4.34 31.21 125,18 4246 95 13.52
37 2.16 0,74 90.66 4.44 30.76 125.86 4121.77 13.43
36 2.18 0.76 91.67 4.54 30,32 126.52 3995.91 13.35
35 2.21 0.77 92.63 4.63 29.90 127.16 38&9.39 13,27
34 2.23 0.79 93.56 4.72 29.49 127.77 3742.23 13.18
33 2.25 0.80 94.45 4.81 29.09 128.36 3614.46 13.10
32 2.27 0.82 95.31 4.92 28.71 126.94 3486.11 13.02
31 2.29 0.84 96.14 5.04 28.33 129.51 3357.16 12.93
30 2.31 0.85 96.93 5.08 28,00 130.OD 3227.65 12.85
29 2.33 0.86 97_69 5.15 27.66 130.51 3097.65 12.77
28 2.34 D.87 98.42 5,23 2�.34 130.99 2967.15 12.68
27 2.36 0.89 99.12 5.31 27.03 131.46 2836.16 12.6D
26 2.38 0_90 99.78 5.39 26_73 131.90 2704.70 12.52
25 2.39 0.91 100.d2 5.46 26.45 132.33 2572,80 12.43
24 2.41 0.92 101.03 5.53 26.17 132.74 2440.47 12.35
23 2.42 0.93 101.61 5.61 25.91 133.73 2307.73 12.27
22 2.43 0,95 102.16 5,67 25.67 133.50 2174.6� 12.18
21 2.44 Q.96 1D2.68 5.74 25.43 133.85 2041.10 12_10
20 2.46 0.97 103.18 5.80 25.21 134.19 1907.25 12.02
19 � 2.47 0.9B 103.65 5.87 24.99 134.51 1773.06 11.93
1 S 2.A8 0.99 104.09 5.93 24.79 134.81 1638.55 11.8b
17 2.49 1.00 104.51 5.99 24.60 135.10 1503.74 11.77
16 2.50 1.01 104.90 6.04 24.42 135.37 1388.84 11.B6
15 2,51 1.02 105.27 6,10 24.25 135.62 1233.28 11.60
14 2.51 1.02 105.62 6.15 24.D9 135.86 1097.65 11.52
13 2.53 1.03 106.13 6.20 23.87 136.20 961.80 11.43
12 0.00 0.00 D.00 0.00 66.80 68.80 825.60 11.35
11 0.00 0.00 0.00 U.00 68.80 68.8� 756.80 11�27
10 0.00 0.00 0.00 0.00 68.80 66.80 688.00 11.18
9 0.00 D.00 Q.00 O.UO 68.80 68.$0 619.20 1l.10
8 0.00 0.00 0.00 Q.00 68.80 68.80 550.40 11.02
7 0.00 0.00 0.00 0.00 68.80 68.80 481.60 10.93
6 0.00 0.00 0.00 0.00 68.80 68.$0 412.80 10.85
5 0.00 0.00 0.�0 O.tlO 68.80 66.80 344.00 10.77
4 0.00 0.00 0.00 0.00 66.80 68.80 275.20 10.68
3 O.OD 0.00 0.00 0.00 68.80 68.80 208.40 10.60
2 0.00 0.00 Q.00 0.00 68.60 68.80 137.60 10.52
1 0.00 0.00 0.00 0.00 68.80 6B.80 68.80 10.43
ICPR RESULTS
25 YEAR 24- HOUR STORM EVENT
` �,.�..w��4 '�1 � : >
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�ainf,311 E`i1+�: �'lmnci .3�ors� Lurat.;.�+rthss) ; 29,OU
'�aanfa'11 11.�:o�rt.(a.ra} : 2;1.�.iCG Tirae af �r>ne(;r:.i.ni : 7.0.�Cl
Arerz{e�c) : �J.{]20 zar:ie Shiit{hrs7 = �.O�J
CazrcTe R;ur:�<*r: II8.1"1 T1ax iT1..l.owable Q{cfst : ��:�9�9.OG(�
t�CIA,�) : 18.(l3
.�_ ��_________..__.___________.._,.e.___e_.-�---Y,--------___�.�.._..._--
Nar:tc» Px� '1 Noc:�'et bndry SLai:us,� C}n�it�
.�='ottra: BA;,U `a'Y�e: SCS :Jnit fiyc�'r;,�qrr��s�Z C`,N
Uniw Hyciroc�r��h: Elkx4€?4 L��:aki.ng E'�ct.az: 48�#,'v
RaiFat�li F.i.l.e� I^lar�vd Sto.rm �uraiior�{hrs) : 2..9,30
Rt�ixita).1 Z�m�un�;i.>�t : .10.�J0 ""�.me c�f Co��c{anici; : 7.5.Oi�
�r.ea(acY : Q.7.1� �1"iEne :3?�.i.ft�hrs) � S3.€�i)
Cu��°e Ns�zn.ber: �19>C�Q 2�:a�c A'.�iowahlu "�}irf.># : 993333_�(){t
:�C:St�t�} � �.JO
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�am�.; ��e 2 Nc�c�e. �rndx�y :it,3Yu:,, t'3ns.i.te
Grou��: �3A:,�'� `1'yv�*: SCS Uni[ 1lydr:>graph CN
i.�nat kzyelro��rdpPi: Uh98& T:�eak.9.nc� �acto�° ?8G!.�
Ra�n.f.r�11 File: r�mc�ci Srorsn :�t:rat.i.on;hrs} ; 2�.Ji)
Fiairiall Antount(ira) : iJ.500 `eime r�i Co:ac�imz.n) ; 15,c�0
�'i.'�f:i:3{f.I{.:� : J.��+) ".�'lIl?L'. Jp71,:i�.i}d�S� ; Q.di�
Lurcre TvurnUer.. 9f).UE� :�t�:t �l.inwabl� Qi�fs) : 999999.C�(3Q
D�:EA(i} : �a��
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N�m?: Chast€t��;.a� i fi;a.,e �"ow{ci::>7 : �.444 :lni_t 5tag�(t�) : 1C.35C3
Crx'otz�: BASE :':tar.n Stag�i ft) : 1'7.:i:�t}
'I'ype: S�ac�e/Voliazr�*
S*,�r�t,e,�t) Volczz�e(af)
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Interconnected Channel and Pond Routing Model(1CPR) �2002 Streamline Technologies, Inc. Page 1 of 4
'3.'35� G.?GtIL
Name: Chambe.r. 2 T;�ss I'�o�r;c�st � 0.()�0 7.ri.`. S;ac�e{tt; : _.�'��
G�'taU�: ,�,A:>T�; i2�Ctrn Sti:c�t'.{ft i : 12,f<9C"3
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7.89Q 4}.OA(70
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Name: GW Sink 2 � �3as^ E'low;cfs} : t�.6t;0 Ini.t S*ac;eif.L? ; 1.QQ;i
Gz c711g: AAS� Tt7�t>ri S':i�9e if*,:} : 11.C}t"?C1
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Tir,2ethrs) ���xc�c�if�)
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939.Q0 :}.��0
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Ty�s: Ti.melS�aae
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?�1.�J0 5.9�0
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Nasn�: DS--1 �"rom Node: Chazrb�r. 1 i..enc�th(ft}: 68.00
Group: BI�SE Ta Node: Chazrher '2. Count: 1
UPaTREA.A°t DO�Arl;i1"t�tk�i�M E'Y'.l.t�t.i.�%'t F:�C�Lic2t.l.p71: AutOTftilt7.C.
Geometr.y: Circular CirCular Solution A.:�.qdr.ithrrs: Mos� hestrictive
Span i a.n) : 7.8.00 18.�� E'low: 3oth
Ra.se;a.n}: 18.Q0 18.�� �;nLrarxc�� S�GSS Cor�f: O,�aQ
X.�vert{.;�;:) :. 7.230 6.89� E�;it Loss Coef: 1.Q��
Mari*�ing's N: 0.(}1.306n �,Qi30�Q Outl�.�t Ctz•1 5pec: Use dc or t.w
Top Clip{in) : (}.0()0 D,00� I�tlnt Ctr> Spec: IIse cic
Bo:. Clip(in) : 0.�00 �?.0;3J ��1.uti�an Incs: 7.0
C7ps':r.eam FH`vdA t�i.et �c�qe Descriptio�ze
Circaa.i.�x �:oczc:.rpte: Sq�zare �dqe wf hea�c�a:.l ,
lnterconnected Channel and Pond Routing Model(1CPR) �2002 Streamline Technologies,Inc. Page 2 of4
�)s>wnstrc�sa�t k'Sii�A Ir,lr:t Ei3yc� lTe��rri�ti.erz:
Cizciilax Cor:cre�e: Squase �dgr w/ heaac,ra<1
"'*y Wei.z: t �f 7. t�z Dr_on .��YLiCI:L3Y�' L?S ' ,A�
� �ta�z,r,
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.3eosnA:ry. kt,ectang;a'a� C;x:=f:i.�:e TJl.:Yi Cc��:f; t}.6t)Cl
S�r�ntin) : >2.00 Is�rrey-i:(ft, : 1�.5C:t?
tia.7e(i.n) : 99�99.I)() t'.c�nt:ral E:ev{tt3 : 15.5t;Ei
� Nan;e: DS-� Fypin Node_ Cham}�er 2 C,e.;gtkt{�t? = '70.OG
G.rou�: BAS� To N�dP: C��tfa:t.l. C;r�urat: 1
T7l�:a`S`�F�,FIf.�: T)C�4ti'ti5•",ltE:F.M E"zictio:a ^Lqua°:.1Ot1: P.11�fSlItr3Y.].0
t,eornctry; c".9.r.c:ult�x. r;ir.c:ix;.ar Soluticn Al.r,c.r.i't.hm: Piost Re:s°�rit.tive
a�cssi{�x<) : 15,DU 1`i.GO F'1Ciw. Bc�tk�
Rise{ir,} � 15es30 35.GL �r:tr�.nce I.�o:;.7 Coe`: (I.OGt3
InLert�ft} ; 10.b50 �.43:� '�.xi_t i.�osc7 C,ae*`. 1.QOG
N�nn.a.ng's N: Cl.Ol3U00 �.;17.?�200 Qt�`l�t :Cr1 S�ec; Use dc nr. i�w
'Pop C;lipein} : fl.El€30 t;.00f1 In1et Ctrl Spec. ilse dc:
�a:. tlip{in} ; O.GC?tl C.O(.Q Sa].uta.o� .T.nc.:a: 1C
U�;S�.r.eam FEst+ddl Sn.l.e` F;ticre be�r.,z:.pt:t�.n:
C:irculr�r Coe�r..rerc:; St�azare ec�ue wl 3ar,.,acis�tall
�7vwnstream F':WA Sn.le� Er�ge i:;escr:.�t.z.vn:
C.i..zc:ul.ar Cc>ncrete. Sc�u3re �ri�e wf he�ac�w%�12
>*: �c:�ir � o� I �or L7r��} ;t�'uutu_e i)S_2 �*x
TA��.�
Coxant: ]. �oti:c,m �:tip{inJ : �.U`UQ
'Pype:: Verrical: �avis "�a�> �liF�(in} : �l.QC��}
F'low� 3�th ulez..r_ Di.sc, C.:c�e.f.: 3.2C�0
�eometr;;: aectan:�ialar ;}z.i.:i.r..e Ui.,�c C.c>r,�i: t}.6t�t�
Span iin} : ��6.�1C� �n�er.t(�'t} ; '.t.2.!�DO
Rise,an}: 3333.�JE3 uoatrc�l. k;l.�v�f.�? ; :�2.f)�J
._ Percolatias'� Lit2k�-;, ---.-.-W...::_:�v:__..�., -=_...� _._.__._�.._..._.._.__.�-___....�_..__ --- ..... -_.�a._._a.__ ___
hame.: �'es:� .l 1�"z-r�zn �7o�e: C:t�aa�k>�x• 1 F.l�w: �3oth
�.�rc�ut�: C3�5�': 'tc3 Clc>:��:: C�W 5i[�k i C�untk 1
Starf<3cra Ar`�a ��'t:ias�; Jser S�ecified
F3s�ttom E1ec ii`t) � i�,35� Surfa.ce �re:.t{;zc3 � 7,J5J
V;:rt.iCal Fl�w T'L'�[lililc?�:S.Gil> I'I�11'"LOI1�dL Plow AiC�4L'7.tlifi
Aquife�� Base Elcv;ft} ; �,��0 i�er.i.meter I(�i:} ; 2�0,000
Water Tab1e Elevtftt : 2.�0� �2Y.1.S11P.,f:k:Y 2{t-'r.) : 60Q.Q00
Ann Rec:harge Itat�(i:�lYcart = �.��� l�eri.m�*;:cxr :�;iL) ; 920(T.60c�
Iioriz. �anduc4;iuity{ftldayt : 3J.gGG �.i.sta�t;:e 1 ;:c "L;it}: 5fl.0�0
ver.!� Conductivi.:yi�ticla;�) : 3Q.Q00 S).i.strarzr.;e "L �0 3;i't3 » 45Q.000
Fffectiv� ForoSifiy{ciec) ; p.3C0 NtacYt +�t�11s ' ta 2: 10
Suct.i.c�n Heaci,in} : 9.:17�1 Ntan: Cells 2 t�o 3; 95
1:ayer_ Tn.i.c�k.ness{i't} : 0.35�
Name: Perc 2 F:om :+7��3�: Ch�m;�er 2 E'law; Both
Gr.oiap: L3J1Sk:, 'l'o N�de: C�W_.S.ir�k 2 C7unt: 1.
]nterconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 3 of 4
S:arrrace .�zea t3ptior:: t7s�r_ Speci.::�.ed
Tlvttor.� F:1.ev(.f.ti : 5.89G S�:rface Ar.e�tac} : 0.090
Vs�rtac,:.l.. Fl�w Tezsninal:>orz: �or:�.2.�rt.a1 Flow Alyoxitiin�
�a:�uifez' '3,=,e ELevZtt; : �.GOf; F�rimete� 1(ft? : I'79.O�fl
:�7ater Table l�,l.evtfti : 2.UJ0 Per:.mete.r 2{Itj : 574,�1i}il
�1nn Rec:��xge ?.d"��L S'lill�P.r1Y) : G.�J� I'exi.met_e.r �>ift} � �7.7�.Ota�
£Iuriz Gond�z.^..tz.v.z.*Y{d'Llc3r:�y) : :it2.000 Uistanc.e 1 to '?tft; ; `iU.t)J£1
�.'crt ConcitacY_.i.v.i.tY(�ttday) ; 3J,:)OJ Distance; ' t� 3tf#:} : QSO.��D
E�fect_iv� Z�crt,>.i.tv(clec) : �,3JG Nur� Ce1.].s ' to 2s 20
Suctiota He<;:lii.n�: 9,1"?C� Niam (;e.3�s 2 to 3t C�i
I.ayer `"1<icY�ncr,::=.ifY.} : 3.�9C1
_ _.. ....._.., ..,_�.�. ____ _.__. _ ____ ___ __� _ _ __ . _
;�.�•;:::� FI�CYO.�t>t�� a'1T,Lt11tlY:S�£iS ��LL_.�.... ,_..:_.-«;.�>;���.r�_-�.-�.-�.-w--��.-:_�rrv�:���-r:::=�_:...>fr_��__�_..__�-�__._.___._
�.:.,..W,�_�.�,=__.�==,.�__,....._......_�-.-::�..__-___w:....., __.. ___ - .....-.. -.. . _....... ---_-._.....-..___
___._..__......... ....,__�----�::.�__��-��:-_e:��:�..:...W�_._�-y�..:->.�:-�.�,._�:.e;�.,;W..-��.���:�:._._w�.v,.�w_; ._,,...,..__
NaT�: 25yr-2�]
I.ilwr:ame: `f:\B��T\Tequest:a>L'r.r�ain:zqe\�5yz-?4.R32
C,v�rr�dc Cw"r.�zalvs: Xes
5�4ran L33xrat-oT:{�sr.7) : ��.QQ
�taa.nfia�l Pilc:: :`.l.mod
R:�a..n`aIl Itmount(in} : ;.:}.5:1
^:.rnei�rs} i�;a.z:t Tr�cimi:�)
3J.0()� S.CG
�..._......r.,. �_.,��.-�--:-::=„�e-:_.��.,_._,_...:..:__e_--::_:_-r=_�_.___.�.rn=_>,_�.._............_....._.��_�r;���u=����e.z-=r;� -
--'�-'- .RQUt]..51:� S3.YriE1.ld#..1..SJS35 _-=-....'...` - . . � . - -
�3aFne: LSyr-2�1 Hydrology Sim: �:5yr-2�1
E'i-l.ename: �:lBB&`E"\'ie:qu•�.>ta\Lr_a:.r�qe12.5yr-24.I32
Execiater Y�:; Re�tai-t: I�� k�cat;r.h. No
Al�:ez�nat.i.ve. No
Max DeLttz 1's��=) � 1.00 I7F1.ta "I., Fact.c�r: Q.Oir:�0f3
'.i'icne S�ep Optimi�er. 1.;�.�10i3
5tart Timethrs7s �.OJJ End Tiar�e{hz�s) : 3:3.U0
Min �a2c; Tim�ts�:} : �,S�JD i�]a�r Calc fii�se{sec3 : 6:3.f1(700
�ou:xdary :,ta�e:.;: �ic�undaz�y E"l.ows:
Ta.rneihz�s} L}r:E.ztt .inr;min)
`339.f)J� lS.t�t}t7
Gz�ap Run
�AS� Xe.S
Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies,Inc. Page 4 af 4
Basi.n Name: Pos� 1
Group Name: R�U�
Simulatiosi; 25yx-24
Nnrle z7aane r Cl�as�ex 1
£,asir� 'I'YPe: SCS Us1it ftydzng.r�ph
Unii� Hyd.cograph: t�h�18�1
Pea7cirag Fatar: 989,D
4pec Time Tnc tm5.n) : 1.33
Camp Ti.me Snc {min} : 1.33
Raa.r�fa11 Z`il e� F`J znod
Rainiall I�rnount (i:�}; 1C1.�i�0
Staxm Duxatian thss) : 29.00
Stdtus: l7n;s.itc�
Ta.ma o� Conc {m�.n): 10.UO
T3.Yfi2 :s�21t� (�'k'YS) : �.�'�i
AY'�s? {dC}a �.710
Vol c�f t3z?a.t Hyd {in} ; 1.OD1
t;Fa.r.ve Ntu€iber: 79,150
I)Ctl3 (�s}: 59.O�f�
Time Max {h.r_s) ; 12.Qi
�'l_oya Max tcf.$) : 5.15
�tXzrar,f.f. volrame {in) � 9.358
Ru�1r>ff Vol.tame {it3?x �4'1.7.�
k3asin Naznes I�ost 2
�rnup h7az�e: BASE
Simulatir�rz: 25yr--24
lv�de Nar�ae: Ch�rzil�er 2
T3as5.n Typ�: S�S C7nit Hytixograph
t7n.i.t HydrpgrapTz: C7h464
Peak.i.ng �atar= 98�.�
S�aec Time Tnc (zni.n} : 7.33
Cnmp �'a.me Inc tmiz7} : a..33
Aainfal.l Fi1e; �'lanrac�
Raa.nf�all Axnou�zt (�..n} s 1Q.5�U
Sf:qrm Iluration (Pirs3 : 7..4.Ob
S'�3$:E2'�u`: C317S1�L'
Time af Conc {r.ia.n) : 10.{3(3
Ti.me Shift {hr:s}; (3.d4
Area tac} a fJ.42fl
Vo1 oi (7n.it Hyd tis�} = 1.(3(JfF
Curvt� Numbez; 88.17Q
DCIA (Ys} : 48.Q00
1'ime Max (hrsy : .�1.J2
F�s�sa P�ax {c.Ls} : 3.I6
Runoff volucne {in7 : 9.683
Ri.tllo�f Voltxitt� {ft3) a 14`762
Interconnected Channel and Pond Routing Mode](ICPR) C�2002 Sireamline Technologies,Ine. Page l of 1
:�ax Tisr� ;�ax G�S�r:ie:g Ma. ve�t� M�r: Su>f �a.•: '"�;r:� IIax :��.� Tizex� S�;a:�
Pia�re Grcu� 5imulat�or: S�a4e "st�ge S��gP cta�e Area =r:¢icw ::si�law :iu=`law i;ur.,`..l.o:�
hrs �W _� ft ft2 :;rs cz'.^ :,x.s c,:.s
C2��m.bex 1 3ASE 2uy� 7� 'G.4£. ;.5.�� _, .35 C;.��C�C 1C,��'+ 1'_.OJ ..,.18 _ ..9c
^ham,ber 2 1ASE 25yr-2m 12.5� W:}.7? '2.8? Q.�GJG �S5 1�.0� 3.1�; _2.'�' ".�9
�t�� Si�`'r: 1 �tZSSE 2`�y:.-��.". 0.00 :;.OJ ..;7. �W -2.C�CG C� 7,'.�6 I.22 �.�.^� C.3�
G:� 5.i.:k 2 ��SE 25yr-2= �.OJ JoJJ __.'v0 -2.00CC: C. 12..I.3 O.n'9 �.�G � ^0
{3r:tf�11 ���7? 25v'�-2Y i'_.;):J _...BC) 12.8C O.C11? (; C.rO ^,_t,C ti.Jv v.CU
Interconnected Channel and Pond Routing Model(ICPR) CO2002 Streamline Technologies, Inc. Page 1 of 1
f�a�. i.me Max I�t.r. :lax Ti�cE :�i-�r, ;�!;?ti T1r.tc t�::�_�
Nc�:c, G.r.otzp Sir:u:'a'�io.. .a.o� .ia°.�° Del�a k• J;� ��a:�e GS S2a�e �7S Si:ae�e L'S St�ge
h�-s �:.f's c"5 e;.rs tt .,rs �-_
75-2 �`�::F" 25y�-2E ;!.;10 0.`v� �.Ji?J 1.2."� 1s.4� 1;�.6;? >i;.77
:3P.SE :'�•y.r_2� J.J�� Q.;)0 :J OOC 12.60 :.C.?7 12.Q0 ' ��
Fezc 1 31?5E 25yr.--24 =2.9r; _.G:% O.W7F 12.�� "i.<�9 G.00� :''•
F:'e.zc 2 ;3P_4�; ='S.Y'�2�. 12.=^� U.eiS' G. ...7. ' ,, i i;;:
'.e..f:� _ .��i li.L Q Q, i;
lnterconnected Channel and Pond Routing Model (ICPR) C�2002 Strearnline Technologies, inc. Page 1 of 1
Simulation 25yr-24
16�----.—.�._. .� _..._____�-... _�._ ..,. .,,_._. .._... .. __. .
_.. .�. .._�... _.�....,_„,�_._.
Chamber 1
Chamber 2
14 :
12:
I
� 10
a�
rn
c�
�
�
8 :
6;
�
4` '
__._. �_._�_ _._____ ___.. . __ _.._ ... _._._...._.^__._.._........
0 20 40 60 80
Time(hrs)
Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc.
100 YEAR 24- HDUR STORM EVENT
' 1��°r'e-z�ti�...
Basin Name: Post 1
Group Rlame: BASE
Simulatinn: 100yr-24
Node Name: Chamber 1
Basin Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484
Peaking Fator: 984.D
Spec Time Inc tmin) : 1,33
Comp Time Inc (min} : 1.."s3
Rainfall File: Flmod
Rainfall. Amo�znt (in) : 14.500
Storm Du.ration {hrs) : 29.40
Status: Onsite
Time of Conc (min} ; 10.00
Time Shift (hrs) : O,Oq
Area (ac) : 0.710
Vol of Unit Ayd tin) : 1.001
Curve Nun�er: 79.150
DCIA (�J : 59.000
Time Max (hrs} ; 12.02
Flow Max icfs) : 7.30
Runoff Volume tin) : 13.298
Runoff �Jolume (ft3) ; 34274
Basin Name: Post 2
Gr�up NamP: BASF
Simulation: 100yr-29
Node 13ame: Chamber 2
Basin Type: SCS iJnit Hydrograph
UniL Hyd�ograph: Uh98�I
Peaking Fator: 484.0
Spec Time Inc tmin) c 1.33
Comp Time Inc {min) : 1,33
Rainfall File: Flmod
Rainfall Amount {in) : 14.500
Storm Diaration (hrs) : 29.00
Status: Onsite
Time of Conc (min) : 10.00
Time Shift thrs} ; O.Od
Area (ac) c 0.970
Vpl of Unit Hyd {in) : 1.000
Curve Number� 88.17U
pCIA {g} : 48.000
`I'irne Max thrsy : 12.02
FlOw Max (Cf5) : 9.90
Runoff Volume tin} : 13.557
Runoff t�olume (ft3) : 20821
Basin Name: Pre 1
Group Name: BASE
Simulation: 100yr-24
Node Name: bndry
Basin Type: SCS Una.t Hydrograph
Unit Hydrograph. Uh489
Peakinq Eator; 4$9.0
Spec Time Inc {min); 2.00
Comp Time Inc {min) : 2.40
Rainfall File: Flmod
Rainfall �mount iin) : 14.50D
Storm Duration (hrs? : 24.Q0
Status: Onsite
Time of Conc (min) : 15.00
Time Shift (hrs) : O.QO
Area iac} ; 0.710
Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 1 of 2
_
Vol o£ Unit Fiyd tin) : 1.000
Curve Number: 49.000
ACYA ($): 0.000
Time Max (hrs} ; 12.07
Flow Max {cfs): 3.96
Runoft Valume {in): 6.747
Runoff Volume tft3}; 1?3$9
Basin Name: Pre 2
Group Name: BASE
Simulation: lOQyr-2A
Node Name: bndxy
Basin Type: SCS Unit Aydrograph
Unit Hydrograph; Uh484
Peaking Fator: 484.0
Spec Time Inc {min) : 2.00
Comp Time Inc (min): 2.00
Rainfall File: Flmod
Rainfall Amount {in): 19.500
Storm Duration (hrs) : 29.Q0
Status. Onsite
Time of Conc (min? : 15.00
Time Shift (hrs) : 0.00
Area (ac): 0.420
Vol of Unit Hyd {in): 1.Od0
Curve Numbere 49.000
DCIA ($) : 0.400
Time Max (hrs): 12.07
k'low Mex {�fs} ; 2.34
Runoff Volume {in) : 6.747
Runoff Volume {ft3): 10286
Interconnected Channel and Pond Routing Mode](ICPR) �2002 Streamline Technologies,Inc. Page 2 of 2
- _ _
==_= Bd51T75 =_==""-= ......�-..-r�,_.___.�_._._..,,.,........�...__.:_�.,._.__....__.=�r-.-�.3_ _._,__
Name: Post 1 Node: Chamber 1 Status: Onsite
Group; BASE Tyge: SCS Unit Hydrngraph CN
Unit Hydrograph: Uh989 Peaking Factor: 984.0
Rainfall File: Flmod Storm Duration{hrs) : 24.00
Rainfall Amount(in) : 19,500 Time of Conc{min} : 10.00
Area{ac} : 0.710 Time Shift(hYs) : 0.00
Curve Number: 79.15 Max Allowable Q{cfs) : 999999.000
DCIA(�) : 59.00
Name; Post 2 IVode; Chamber 2 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph CN
Unit Aydrograph: Uh489 Peaking Factor; 989.0
Rainfall File: Flmod Storm Duration{hrs) : 24.00
Rainfall Amount(in) : 14.500 Time of Conc(min) : 10.00
Area{ac) : 0.920 Time Shift(hrs) : 0.00
Curve Number: 88.17 Max Allowable Qicfs} : 999999.000
DCIA(g) : 48.00
�+MMM TName: Pre 1 � � R �µ � � Node: bndry Status: Onsite
Group: BA5E Type: SCS Unit Hydrograph CN
Unit Hydrograph: IIh489 Peakinq Factor: 484.0
Rainfall File: Flmod Storm DuraT,ion{hrs) : 24.d4
Rainfall Amountiin) : 14.500 Time oi Conc{min) : 15.00
Area(ac) : 0.710 Time Shift{hrs) ; O.fl4
Curve Alumber: 49.00 Max Allowable S2(cfs1 ; 999999.00Q
DCIA(�) : 0.00
Name: Pre 2 Nodec bndry Status: Onsite
Group: BASE Type: SCS Unit Aydroqraph CN
Unit Hydrograph: Uh48� Peaking Factor: 484.0
Rainfall File: Flmod Storrn Duration(hrs) : 24.00
R3infall Amount(inl : 14,50Q Time of Conc(min) : 15.Q0
Area(ac) : 0.420 Time Shift(hrs} : 0.00
Curve Number: 49.00 Max Allowable Q{cfs) : 999999.000
DCIA($j : 0.00
-_-'_ �Od25 ,�:�.=.=._.� _,....-_ .J�__._.-._...:�._..-.__._W,.W -- ---- --�.-.-.--�-.-.a-a-,-.-w....,».�»---.-� --c,........-.-_..�--.-.�..-.z__..._=.�
.._..._..�=•.=r•>-=-.::.-.=-1..`.__�.�c:.-=��--=._.......»».,.,.,.....__,............`__�:��••-.�:>��_.=.x_�=�_�==:s��W��:c.-�::-�=�=
Name; Chambe= 1 Base Elow(cfs) : 0,400 Tnit Stage(ft) : 1Q.350
Group: BASE Warn Staqe(ft) : 17.356
Type: Stage/Volume
3tage(ft) Volume(af)
10.350 0.0004
11.350 0.0189
12.350 0.0600
13.350 0.0917
19.350 0.1300
15.350 0.160Q
16.350 0.1800
_..
Interconnected Channel and Pond Routing Model(ICPR) c.02002 Streamline Technologies,lne. Page 1 of 4
_ _. .... __. -
17.350 0.2000
Name: Chamber 2 Base Flow(cfs) : 0.000 lnit Stagetft) : 5.890
Group: BASE Warn Stagetft> ; 12.890
Type: stage/Volume
5tage(ft) Vqlumetaf)
5.$90 O.00qO
6.s�a o.oiao
7.890 O.Q900
8.890 0.0700
9.890 0.100�
10.890 0.1200
11.890 0.1900
12.890 0.1600
Name: GW Sink 1 Base Flow(cfs) : 0.000 Snit Stageift?: ?,004
Group: SASE Warn Stage{ft) ; 10.350
Type: TimelStage
Timethrs} Stage(ft)
0,00 0.000
999,00 d.000
Name: GW 5ink 2 I3ase Flow(cfs) : 0.000 Init Stage(ft) : 2.000
Group: BASE Warn Stage{ft): 1I.00Q
Type: TimelStage
Time{hrs) Stagetft)
_______.._____M_ �._____...._____„..,
O.l7Cc 0.000
999.U4 0.000
Name: Outfall Base Flow{cfs) : 0.000 Init Staae(ft) ; 3,900
Group: BASE War.n Staae(ft}; 12,80Q
Type: 7'imelStage
Time(hrs) Stage(ft}
0.00 3.900
12.00 11.800
24.OQ 5.900
___= Drop Structures =--_.--�-�-w-�___._�z.....___._.�____._ -- _ _ _ __^ ___z.__z��__.__.�.�__._�____
__.3......__.�m_ -._._._ __ .-��.��a�>.�x-:_......-..._.--- -.,. -»�..,..- .:as�s:���.��rc�.===�=��,.. _. .. ..c . . .. _:a��ww..a-��..._
Name: DS-1 I'rom Node: Chamber 1 Length{ft) : 68.00
Gxoup_ SASE To Node: Chamber 2 Count: 1
UPBTREAM DOWNSTREAM Friction Equation; Automatic
Geometry: Circular Circular Solution Algorithm: Most Restrictive
Span{in) : 18.00 18.00 Flow: Both
Riseiin) : 18.OQ 18.00 Entrance Loss Coef: 0.000
Invert{ft) : 7.230 6.890 Exit Loss Coef: 1.000
Manning's N: 0.013000 0.013000 outlet Ctrl Spec: Use cic or tw
Top Clip(in} : 0.000 0.000 Inlet Ctrl Spec: Use dc
Bot Clip(in) : 0.000 0.000 Salution Incs: 10
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 2 of 4
_..
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wJ headwall
*** Weir 1 of 1 for Drop Structure DS-1 ***
TASS,E
Count: 1 73ottom Clip(in) : 0.000
Type: Vertical: Mavis Top C1ip{in} : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 12.00 Invert{ft) : 15.500
Rise(in) : 99999.OQ Control Elev(ft� : 15.500
.._______________._---___-----___.____________-----___ --- -- - -
Name: DS-2 From Node: Chamber 2 Lengthtft} ; 70.00
Group: BASE To Node: Outfal.L Count: 1
UPSTREAM DOWNSTREAM Friction Equation; Automatic
Geometry: Circular Circular Solution lalgorithm: Most Restrictive
Span(in) : 15.00 15.00 �'low; BOLh
Risetin) : 15.00 15.00 Entrance Loss Coef: 0.004
Invert(ft) : 10.650 8.480 Exit Loss Coef: 1.000
Manning's N: 0.�130b0 O.Q13000 Outlet Ctrl Spec: Use dc ar tw
Top Clip(in} ; 0.000 0.000 Ia.let Ctr7. Spec: Use dc
Bot Clip{in) : O.d00 0.000 Solution Incs: ld
Upstream FAWA Inlet Edge Description:
Circular Concrete: Square edge wl headwall
Dnwnstream FHWA InJ.et Edge Description:
Circular Concrete: Square sdge w/ headwall
*** 47eir 1 of 1 for Drop Structuse DS-2 ***
TABLE
Caunt: 1 Bottnm Clip(in) : 0.000
Type: Vertic�l: Mavis Top Clip(in) : 0.44D
Flow: Both Weir Disc Coef: 3,200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 36.00 Invert{�t) : 12.000
Risetin) : 9999.00 Control Elev(ft} : 12.000
�..__._ , _.
___= Pe�colation Links
Surface Area Option. User Specified
Boti;om Elev(ft) : 5.890 SurPace Area(ac} : 0.040
Vertical Flow Termination: Horizontal Flow Algorithm
Aquifer Base Elev(ft) : 0.000 Perimeter 1{ft) : 179.000
Water Table Elev{ft} : 2.OQ0 Perimeter 2(fta : 574.000
Ann Recharge Rate(inJyear) : 0.000 Perimeter 3(ft) : 4174.000
Horiz Conductivity{ft/day) : 30.000 Distance 1 to 2(ft} : 50.000
Vert ConductivityiftJday) : 30.000 Distance 2 to 3(ft) : 950.000
Effective Porosity(dec) : 0.3U0 Num Cells 1 to 2: 10
Suction Headiin) : 8.170 Num Cells 2 to 3: 45
Layer Thickness(ft) : 3,�9Q
�:���.-:-rW-���.-..��-:---��:z�--.���-.d-v--==w�-�:-���u..=_______ _____-___�-rv�-�_-_t::-��;.-�����s
_=_= xydrology Simulations ->---�-�:�.-.�.��-��.�w r�--_�..-�--:----�---��--���m-�:�4rM���.-M�,=a��T.�-z�
�_��=.�z�_=„=:__==����=_,�___..__.-_.__..._:_:__-t:__.�:-_.-_ _-__
Name: 100yr-2.9
Filenama: Y:\BB&T\Tequesta\Dxainage\100yr-24.R32
Override Defaults: Yes
Storm Duration{h.rs) : 29.00
Rainfall File: Flmod
Rainfall Amount{in) : 19.50
Time{hrs} Print Snc{min}
so.00a s.00
__._z__ _ .__.��.� _ �.___._.___ ._..:.__�._.�___.._ -����—�_3—�. — . — .3_�---. __.���..����-�_
___= Routing Simulations -.�-:-_zr:�m�---=_.---�--_�:.Ww=.-.�W�=Wr�-y-���-�m.������W---�--,--��.=�.��w
Name: 100yr-29 Hydrol.ogy Sim: IdOyr-29
Filename: Y:\BB&T\Tequesta\Drainage\100yr-24.I32
Execute: Yes Restart: No Patch: No
Alter.native: No
Max Delta Z(ft) : 1.00 Uelta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time{hxs): O.OQO End Time{hrs) : "72.06
Min Ca1c Time{sec) : 0.5000 Max C�z1c Time{sec} ; 60.0000
Boundary Stages: Doundary Flows:
Time{hrs) Print Tncimin}
499.Od0 15.000
Group Rura
_______________ _____
BASE Yes
-
Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Ine. Page 4 of 4
Max Time Max Warning Max Delta Max S�xf Max Time Max Max Ti�e Max
Name Group Simulation Stage Stage Stage Stage A_ea Inflow inflow Outflow Ou�flow
hrs ft ft ft ft2 hrs cfs hrs cfs
.
Chamber 1 BASE 100yr-24 12.11 16.71 17.35 O.G�'S0 871 12.00 7.3t3 12.11 5.61
CYsamber 2 BASE 100yr-2Q 12.15 12.B7 12,8g b,G05� 871 12.G9 �.82 12.15 6.B0
GW Sink 1 BASE 100yr-29 0.00 0.00 10.35 -2.oaao 0 12.11 1.33 0,00 O.OG
GW Sink 2 BASE 100yr-24 0.00 0.00 11.OQ -2.00QU 0 12.10 1.26 0.00 0.00
Outfall BASE 100yr-24 12.66 11.80 12.8p �.0117 0 12.15 5.62 0.00 6.00
Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 1 of i
Ma•r. Time Max Max Max Time Max Max Time i•1an
Name G�oup Simulation Flaw rlow Delta Q US Stage US Stage DS Stage DS Stage
hrs cfs cfs h�s ft hrs it
..,,,,,
DS-1 BASE I�Oyr-24 i2.11 4.2� -O.Q13 12.11 16.71 12,15 12.87
DS-2 BA5E 100yr-24 12.15 5.62 0.030 12.15 12.87 ]'.(?4 11.80
Perc 1 BASE 100yr-24 12.11 1.33 0.603 12.11 16.71 G.GO O.GO
Perc 2 BASE 100yr-24 12.1C 1.26 0.528 12.15 12.8? G.CC C.CO
Interconnected Channel and Pond Routing Model (iCPR) �02002 Streamline Technologies, Inc. Page 1 of 1
Simulation 100yr-24
�s , _._.._...�.. ....__.. ._ _�_.._._....,
Chamber 1
Chamber 2
t
�V ; .. . ..... _ . ... .. ,,: j
k
14:
12 !
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v f
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q . ..�.....�,......�...,.��_.�_..,. ._.,..�..... ._..__. �
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Time(hrs)
Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc.
SOILS INFORMATIQN
Soil Map--Palm Beach County Area,Ftorida
� (BB&T TEQUESTA SOILS OATA) �
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y Map Scale:::721 f prnR on A HnQ3rdpe(21"x 8.5")sheet -
� Me[ers �
N 0 70 2JJ� 40 60
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Map proje�ion:WeD Merrator Cnmer morc]htata:W6B4 'cdge ti¢:UTM Zene 1/N 4VC59a
USpq Natural Resvurces Web 5oil 5urvey 2117l2017
�' Conservatlon Service National Cooperative Soil Survey Page 1 of 3
Soil Map�—�alm Beach Couniy Area,Florida 89&T TEQUESTA 501LS DA7A
A�tap Unit Legend
_.�_�_e..._ _---- . _..�.....____....�.._.� _...�......__. _.���p...w...._..� � �.. . �. _
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�41 ;St.Lucie-Paota-Urban ta€�c� (}.�, 4 a,2°�
cc�mpi�;�,0�ca 8 percae►at
s1a�Zes
�� �drts�ra tand t�.t3 54.896
Totala for Area of Inierest g.�4 1D0.096
____.._..�.....,_��_n.- _,......_..._..........__.�.__......._..........._..............._.....__.. .. . _....._.._....._...__........._.............�..._..........____..................... . ..w_._. _�._._._..__._....._�.........._
Haturs)Reaoureea VVsb Soil Survey 2M3t20i7
ConseNaSion Service Netional Coaperativ�Soil Sutvey Page 3 of 3
Soi1 Ma,p—C�airn Be�ch Gaurroky Rrea,Fl�rid�
(�B&i'"€EQJESTR SC?IL5 C3ATAl
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� MAP LEG�ND MAP tl�!f'fFORIV'lATiQ1�1
�
f
• Area of fnteres?(At�l} � Spai��.;�� The 5oi§surveys that eom7rise yc�ur At)1 were rnapFed ai
� ''"'� Aeea vt ir;ie€est fRVI; 9:2C�,3CI�
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; � .,�-,�S�wE,y 5;�t #Warning:Soil Map n��y not be vatid at this�c�fe.
; '`.� BoiP�la�U�it Pnlygarss
� "�. ,;.���t 5�c,c ' Enlacgamenk�rf maps beyond the sc�3e c,f rnapR»9 can�ause
✓..r Soii 1.qa�a Uni4!ines � : tnisunderstanding of the det2il ot'ma�ping an€�a�;curacy of saiR
CS �t`�� i lir�e pl�ment.The maps do n�1 sha�nr fh�:smal!�ceas af
� � Saii 1�4�p�nst?�ir�ts conirastin sotl�thaY ccsfald have been shown af a mcrrc�eRaiied
�K'BvEe(I's.i(;E'C�:it11"mS ' �
SpecEal Pcserat�Eaturea � SCsil�. � `
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; !R� ...� SarL�v,,,a�7�C�aa:s Pfease rely an fhe b�r scaEs ctn each ma�sheet Por map �
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� TSass�prsrtali�ar€
� e�y sp°t � ����$ 5rsurce of Map: Naturai Re�ources Cc�resenration Service
� c�sca ce�resg;o„ st4leb Sail Survey E1RL:- �
� � ,�w �nscrstate ti�ghu�ys Cavrdirsale 5ys±em: Web Mercator(EF'SC;:3857}
� � Gz'avel P;4 ,,,,„,� US Rc�o�s
M�ps from the Web Sail Sunrey are based on#he tNeb tvlercaior
__ Gravelfy 5¢oF _.. ?�aj�3 R�ad� prr��ecfion,whEch pres�nres d4reciion and shape but disforfs
� q�i LnndfiEl distance and area.,�projection fhat precgrves area,such as fhe
. Lucai��a:ts Afbers equal-�rea conic project�or�,stsouicl be used ifi more
Lava Ftow accurate calculations ot distance:c�r araa are rP�E�ired.
A. Baekground
,� Marsn or swamp � �e-i�!F'r.>tragrasshy This produci is gerterated iram 4he lJSDA-tJRGS cestified data as .
of ihe version date{5}listed helow.
�t► PJtiree c�r Qu�rry
� Sail Survey Are�: P�Im 6eaeh Cnunly Area,Kforida
� MiscePlaneaus v�tatcc Survey Area DatB: Uersiors 12.Sep 44,20Sf+ �
� f� perennsa9 vtrat�r Soi1 map units are IabeBed{as sp2r..e�tlnws}for ma�s scales '
� 1.50,Op0 orlargec �
-„r Rock C7u�cop {
S�+�Ene s�� €late(s}aerial images were photographeri: M1�ov 13,2G��--Dec �
�- ��,zcata �
- - ��'"�y��°� The orthophoto or 4ther base map an vahich the sail fines were �
.� seuere€y Eroded spot corrapiled and d6git9zed prabably d��ers from the background
imagery disptlayeti an lhese maps.As s resvit,some minor
r� Stnkna�� shifting oi map unEt boundsries may tse evadent.
� Slide or SIEp
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USD� Natural Resources Web Soil Su+-xey 211712d17
� Conservatfon 8ervite �ta[iorral CoaperaCcv�Sc�i!Survey r^a4e 2 af 3
Map Unit Descripiion:St.Lucie-Paoia-Urban land complex,0 to B percenl slopes—Palm BB&T TEQUESTA SOILS DATA
Beach County Area,Florida
Map Unit Description
The map units delineated on the detai(ed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area.The map unit descriptions in this
report,along with the maps, can be used to determine the composition and
properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or
more major kinds of soil or miscellaneous areas.A map unit is identified and
named according to the taxonomic classification of the dominant soils.Within a
taxonomic class there are precisely defined limits for the properties of the soils.
On the landscape, however,the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena,Thus,the range of some
observed properlies may extend beyond the fimits defined for a taxonomic class.
Arees of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is
made up of the soils or miscellaneous areas for which it is named and some
minor components that belong to taxonomic classes other than those of the
major soils.
Most minor soils have properties similar to those of the dominant soil or soils in
the map unit, and thus they do nok affect use and management.These are called
noncontrasting, or similar, components.They may or may not be mentioned in a
particular map unit description. Other minor components, however, have
properties and behavioral characteristics divergent enough to affect use or to
require different management. These are called contrasting, or dissimilar,
components.They generally are in small areas and could not be mapped
separately because of the scale used. Some small areas of strongly contrasting
soils or miscellaneous areas are identified by a special symbol on the maps. If
included in the database for a given area,the contrasting minor components are
identified in the map unit descriptions along with some charackeristics of each. A
few areas of minor components may not have been observed, and con5equently
they are not mentioned in the descriptions, especially where the pattern was so
complex that it was impractical to make enough observations to identify all the
soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data.The objective of mapping is not to delineate
pure taxonomic classes but rather to separafe the landscape into landforms or
landform segments that have similar use and management requirements.7he
delineation of such segments on the map provides su�cient information for the
development of resource plans. If intensive use of small areas is planned,
however, onsite investigation is needed to define and Iocate the soils and
miscellaneous areas.
An identitying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
� NW�lura2 Resources��.� W�6 S[sll Survey �u.������. � �� 2l17/2017
Conservation Service National Cooperative 5oil Survey Page 1 of 5
Map Unii Description:St.Lucie-Paola-Urban land complex,0 lo B percent slopes—Palm BB&T TEQUESTA SOILS DATA
Beach Counly Area,Fiorida
Soils that have profiles that are almost alike make up a soi!series.All the soils of
a series have major horizons that are similar in composition,thickness, and
arrangement. Soils of a given series can diKer in texture of the surface layer,
slope,stoniness, salinity, degree of erosion,and other characteristics that affect
their use. On the basis of such differences, a soil series is divided into soif
phases, Most of the areas shown on the detailed soil maps are phases of soii
series.The name of a soil phase commonly indicates a feature that affects use o�
management. For example,Alpha silt loam, 0 to 2 percent slopes, is a phase of
the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations,or undifferentiated groups.
A complex consists of two or more soiis or miscellaneous areas in such an
intricate pattern or in such small areas that they cannot be shown separately on
the maps.The pattern and proportion of the soils or miscellaneous areas are
somewhat similar in all areas.Alpha-Beta complex, 0 to 6 percent slopes, is an
example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit an the maps. Because of
present or anticipated uses of the map units in the survey area, it was not
considered practical or necessary to map the soils or miscellaneous areas
separately.The pattern and relative proportion of the soifs or misceitaneous
areas are somewhat similar.Alpha-Beta association, 0 to 2 percent slopes, is an
example.
An undifferentiated group is made up of two or more soils or miscelianeous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can b�made for use and management.The pattern and
proportion of the soils or miscellaneous areas in a mapped area are not uniform.
An area can be made up of only one of the major soils or misce8aneous areas, or
it can be made up of all of them.Alpha and Beta soils, 0 to 2 percent slopes,is
an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Additional informafion about the map uniks described in this report is available in
other soil reports,which give properties of the soils and the limitations,
capabilities, and potentials fior many uses.Also,the narratives that accompany
the soil reports define some of the properties included in the map unit
descriptions.
Palm Beach County Area, Florida
4'1—St. Lucie-Paota-Urban land complex, 0 to 8 percent
slopes
Map Unit Setting
Nationa!map unit sym6ol: 1 j7ds
Elevation: 10 to 2p feet
Mean annual precipitation: 48 to 56 inches
Mean annual air temperature: 70 to 77 degrees F
� Naturat Resau�ces Web woq Suru�y ������ 2/17/2017
ConservatCan Serutce National Cooperative S�il Survey Page 2 015
Map Unil Description:Sl.Lucie-Paola-Urban land complex,0 to 8 percent slopes--Palm BB&T TEQLIESTA SOILS DATA
Beach County Area,Florida
Frost-free period: 358 to 365 days
Farmland classification: Not prime farmland
Map Unit Composition
St, lucie and similar soi/s: 35 percent
Pao/a and similarsoils: 33 percent
LJrban land: 30 percent
Minor components: 2 percent
Estimates are based on observations, descripiions, and transects of
the mapunit.
Description of St. Lucie
Setting
Landform: Knolls on marine terraces, ridges on marine terraces
Landform position(ti►ree-drmensionalJ: Side slope, interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Eolian or sandy marine deposits
Typical profile
A-0 fo 5 inches: sand
C-5 to 80 inches: sand
Properties and qualities
Slope: 0 to 8 percent
Depfh to restricfive feature: More than BO inches
Nafura!drainage c/ass: Excessively drained �
Runoif class: Negligibie
Capacity of the mosf limiting layer to transmrt wafer(Ksat); Very
high(19.98 to 39.96 in/hr)
Depth to watertable: More than $0 inches
Frequency of f/ooding: None
Frequency of ponding: None
Salinity, maximum in profile: Nonsaline to very slightly saline(0.0
to 2.0 mmhos/cm)
Sodium adsorptian rafio, maxrmum in profile: 4.0
Available water sforage in profile: Very low(about 1.6 inches)
Interpretive groups
Land capa6ility classification(+rrigaled): None specified
Land capability classification(nonirrigated): 7s
Nydralogic Soil Group: A
Other vegeiative classification: Forage suitability group not
assigned(G156AC999FL)
Hydric soil rating.' No
Description of Paola
Setting
Landform: Knolls on marine terraces, ridges on marine terraces
Landform position(three-dimensional): lnterfluve, side slope
Down-slope shape: Convex
Across-slope shape: Linear
,_ ___.__,__..... _.......�.�_._.. �.._._ _.._.....__
� Natural Resources Web Soil Survey 2/17/2017
Conservation Service National Cooperative Sofl Survey Page 3 of 5
Map Unil Descripiion:S!.Lu�ie-Paola-Urban land complex,0 to 8 percenl slopes---Palm BB&T TEQUESTA SOILS DATA
Beach County Area,Florida
Parenf material: Sandy marine deposits
Typical profile
A- O l0 3 inches: sand
E-3 to 20 inches: sand
C-20 to 80 inches: sand
Properties and qualities
Slope: 0 to 8 percent
Depth to restrictive feature: More than 80 inches
Nafural drainage class: Excessively drained
Runoff c/ass: Negligible
Capacity of the mvst limiting layer to fransmit water(Ksat): Very
high(19.98 to 39.96 in/hr)
Depfh to water fable: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Salinify, maximum in profife: Nonsaline to very slightiy saline(0.0
to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profrle: 4.0
Available waterstorage in profile: Very low{about 1.8 inches)
Interpretive groups
Land capability classification(irrrgated): None specified
Land capability classificafion(nonirngated): 6s
Hydro/ogic Soif Group: A
Other vegetative classification: Forage suitability group not
assigned (G156AC999FL) .
Hydric soil rating: No
Description of Urban Land
Setting
Landform: Marine terraces
Landform position(three-dimensional): Interfluve,talf
Down-s/ope shape: Linear
Across-siope shape.� Linear
Parent material: No parent material
Interpretive groups
Land capa6ility classifrcafion (irrigated): None specified
Other vegetatrve classification: Forage suitability group not
assigned(G156AC999FL)
Hydrre soil rating: Unranked
Minor Components
Pomello
Percenf of map unit: 1 percent
Landform; Knolls on marine terraces, ridges on marine terraces
Landform position (fhree-dimensiona!): Interfluve
Down-slope shape: Convex
Across-slope shape: tinear
..�......�. __..._...�.____..�_�.__._._..�. _.._�.__�____.��,.w.m___�...._._........._ ......._. _.Y....�......._
�p,q Natural Resources Web Soi)Survey 2/17/2017
� Conservatlon Servlce Nalional Cooperative Soil Survey Page 4 of 5
Map Unit Qescription:Si.Lucie-Paala-Urt�en land comptex,0 to fl percent slopes—Palm BBBT TEQUESTA SOIIS DATA
Beach County Area,Florida
Other vegetative classification: Forage suitability group not
assigned (G156AC999FL)
Hydric soil rafing: No
Palm beach
Percent of map unit: 1 percent
Landform: Dunes on marine terraces
Landform position (fhree-dlmensionalJ: Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
fJther vegetative cfassification: Forage suitability group not
assigned {G156AC999FL)
Hydric soil rating: No
Data Source lnformation
Soil Survey Area: Palm Beach County Area, Fiorida
Sur�ey Area Data: Version 12, Sep 14, 2016
._..� �..�.��.........�_�.�.. _.�............ .�..._.....�.�..�.� .
Natural Resources Web Safi Survey 2li712017
Conservation Service National Cooperative Soil Survey Page 5 of 5
�
GEC�TECHNICAL REPORT
OEOTECHNICAI.I 6t7VYRCT7MENTAL�MAtERIAL6 TE6TtN0�AS$EST08�ROOP TLB'IIN9�1N6PEC1'LO[S 9SRV10E6 I DR�LL7N0 8ERV74'p.6
� �� �'"��"`�`�'C��� ��`���`�����"t� ����.
� r
� YV W W.DYTdATECHENGIl7EERINO_COM
Miarni, September 3, 2016
Mr. Lee Thompson
H and T CONSLJI.TANTS, INC.
9310 Old Kings Road South, Suite 101
Jacksonville,FL 32257
Re; Property @
101 North US Highway 1-Waterway Road
Tequesta, FL
Dear Mr. Thornpson:
Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a
Subsoil Investigation on September 3, 2016 at the above referenced project. The purpose
of our investigatian was to help determine subsoil conditions relative to foundation
design of the proposed structures.
It is our opinion that the subsurface conditions in the explored areas are favorable for
supporting the proposed structure on shallow foundation system as �rovided in our
recommendations. Enclosed �nd copies of our field testing, findings and
recommendations.
This repart was provided to you as a preliminary aid in the evaivation of the site and to
assist in the designing of the project. D.E.C. was not provided any structural design
parameters dwring the development of this report. Therefore, it is requested that upon
preliminary or final structural designs and specifications, D.E.C. be provided the
opportunity to review to the final design. Review of the final design drawings and
specifications will be noted in writing by the geotechnical engineer to reflect the
applicability of this report. With variaus availabie ground modification techniques, value
engineering shall be considered once final designs are provided.
It has been a pleasure serving you at this phase of yvur project and look forward to work
with you in the near future.
� ,��}tilrr�tK,$r
���M���u�."JbMM�{i�M�� , A� l• �'a
y ', p�������Y`,f .
Wissam Naamani, P.E. ",�,x��'�� �� *�`�,,�
DYNATECH ENGINEERING CORP, ` �;� �`�� ';�
Florida Reg.No.39584 ��;} � ��,�C3'� ; �
Special Inspector No.757 � +r ��' `�`�;� �
Certiftcate of Authorization No.:CA 5491 % �'°a`. t;�'�'y'' `�
i,� ,� � .,, �t�.• ,�,,i.
', ''�'� '� :
1 �•:,,���S��C?
♦!�X`9rd~� ��y�
760WE5'I84TEiSTR&E1:Hrnt.rer.t,�,33014PHONE(505)82B-7488FAX(3D5)829-85BB6MA[[JNFOODYNATECtIEN61NEER1N0.CQM { �
§4
REFORT QF SUBSOIL INVESTIGATI01�1
FOR
Property @
101 North US Highway 1-Waterway Road
Tequesta,FL
Prepared For:
H and T CONSULTANTS, INC.
9310 Old Kings Road South, Suite 101
Jacksonville,FL 32257
Prepared By:
DYNATECH ENGINEERING CORP.
750 West 84'� Street
Hialeah,FL 33014
(305) $28-7499
Miami, Septernber 3, 2Q16
2
760 WF�64THSYREET.HIALBAH.PI.83014 PHONE(30�BES-7489 PA%(80�828-9598 EMAIL•INPOOpYNA'fECH6N(1INBERQ�1(3 N`K �(�`,
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T���E PAGE
- Cover Sheet ......................................r.,,...........,................... 1
- Table of Contents .....,. ............................................t....,...., 3
- Introduction .. . .....,..,... . .................. .�..,,..,..........�....:...,.�.. 4
- Project Consideration .............. . . .........., . .. .:..t............ 6
- Surface Condition af Site ................................................... 7
- Subsurface Condition of Site ..,,,.„,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, '7
- Discussion and Recommendations .................................... 8
- Site Geotechnical Suitability ...,..................<.. 8
- Cleaxing, Grubbing, and Stripping .,. ............ 8 r
- Foundation Recommendations ...................... 9
- Proof Rolling....... ....................................... 13
,
- Building Pad Fill .......:..............:.......:............. 13
- Retaining Wall .................................:............ 14
- Ground Floor Siabs .:...................................... 15
- Truck We11s ................................................. 15
- Groundwater ................................................... 16
- Roadways and Parking Areas .................�....... 16
- Limitations ,.,..................................:........,..................:..:.. 19
3
760 WF57'84TH STRfiE7',FI(pLEp}7,FL 33D14 PHON6(305)BP.8-7489pAK(3p5)826-8588$MA1L•3NPOpDYNA1ECHP.NGIHEBRINt3 CCY. ��(�,e
INTR4DUCTION
Pursuant to the written request of Mr. Lee Thompson of H and T Consultant, Inc.
DYNATECH •ENG�IVEERING CORP. {DEC) completed a foundation
investigation far the praposed development on September 3, 2016. The site of the
planned construction is located at 101 North US T-Tighway 1-Waterway Road,
Tequesta, FL.
The foundation investigation had a three foid purpose:
(1) Explore the subsurface of the site to determine the nature, sequencing and
condition of the in-place materials. (2) Evaluate the Geotechnical engineering
irnpact of the in-place materials on the planned construction, and {3) Provide
recommendarions for foundation design and related construction. Enclosed find
copies of our fceld boring lags and site plan,
The scope of our investigation consisted of the following:
- Conduct a total of{8) Standard Penetration Test Borings (SPT) at the locations
requested by the client, to a depth af 5' and 15' below existing land surface.
- Preparation of this report to document our findings and recommendations.
Information regarding the proposed structure was provided to us by Mr, Lee
Thompson.
4
750 WE57'B4TH 31'REE1'.FIIALEAFL FL 33014 DHONE(305)828-7499 FAX(305)828-9598 EMAII:INFOQDYNATECHENGINEERtti(c CC�! ���+
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We estimate that the actual boring locations were within 10 feet of the locations
shown on the attached plans. If boring lacations need to be more accurate; a
registered land surveyor must be retained to mark exact Iocations. Land elevation
was not provided to us as of the completion date of this report. Existing and
proposed final grades must be verified by a Florida registered land surveyor prior
to bidding. The boring data reflects conditions at the specific t�st location anly, and
at the time the borings were drilled. These elevations must be adjusted once an
elevation survey is completed.
Ou.r drillers examined the soil recovered from the SPT sampler and maintained a
log for each boring. The soil samples were taken to our laboratory where they
were visually ciassified hy our engineer. The soil classifications and other
pertinent data from our explorations are reparted on the boring logs in the
appendix.
5
7501NES?B4TE2 S'fRS6T.HIAL�AH,FL 33014 PHOtJE(305)828-7AB9 FAX(3U5)828-9598 EMAII:INFOODYNATECHENCitNEERING CCK ����y
F�t.t���T�C3��L'��RATI4�I�
It is our understanding that the planned construction will consist of 1 and 2-story
building and surrounding parking areas. Constxuction plans or drawings are not yet
available for our review. However; based on our experience with similar projects,
the following aze estimates of anticipated loads, These loads and our
recommendations will need to be adjusted upon final design of the project if
loading conditions are significantly different from the following:
- Shallow Foundation . 2500 PSF
- Estimated Total Settlement . Less than 1"
- Estimated Differential Settlement . Less than 1/"
- Soil Compaction . 95% of Modified Proctor
- Below Grade Basement Excavation : None
(In the event a basement or parking garage is
proposed our recommendations must be
adjusted accordingly).
- Slabs : Slabs on grade
- Multi-level Parking Garage . None
It is further our understanding that interior roadways will be provided and must
meet Palm Beach County Transportation Department for grading and drainage.
Interior roadways will consist of parking and driving areas as well as delivery and
truck wells.
If the above project considerat�ons change; we must be �notified so that we can
evaluate the potenhal impact the changes may have on our design aad adjust
our recommendations accordiagly.
6
TSO WEST 84TH STRBEI',HiALEAH,FL 33D14 PHONB(305}ggB-7499 PA%(305)BE9-8588 BMAILJNFOQDYNATECNENGINEERIHG CC?! ���°
aU�1�. � �' ITE
Topography throughout the parcel varies and slopes down toward the east. Ground
surface elevation was Not reported to us at this time. Access to the site was only
provided to the areas of the soil borings. All contractors MUST familiarize
themselves with site conditions prior to bidding. Once elevation survey is
performed, depths shall be reflected accordingly.
� �S �E T`I. � C�F �T,�
A total of(8) Standard Penetratian Soil Baring tests were performed at the locations
indicated by the attached sketch, to explore the subsurface conditions. The borings
were arranged as shown on the attached site plan. The borings were performed
according to ASTM D-1586 down to an average depth of 5'-15' B.E.L.S.
Driiling was performed using rotary hollow stem augers techniques. Split spoon
sampling was typically performed continually the top 8 ta 10 feet and at 5 feet
internals thereafter.
Based on our field boring logs; the following graph was developed as a general
eondition for the subject site from existing ground level: ��i#e +eondi�ko�a�
r�c��a-h�n�r�g��c�r�s refer to field boring logs for exact soil conditions at various
locations). Average depths are approximate and will vary on site. See attached
field logs.
Avera�e�.
From To St�i�I,�e,��r��ta4n
0'-0" 0'-b" Topsoil and grass
0'-6" 1'-6" Dark brown medium sand wiorganic stain and root and traees
1'-6" 2'-0" Tan medium sand
2'-0" S'-0" Light grayish medium sand
5'-0" 7'-0" Redish medium sand
7'-Q" 15'-Q" Tanish medium sand
7
75p yJE$T 8qT}i gTRSEI',NIAI.EAH,FL 33014 PHONE(305)826-7499 FAX(305)828-9596 EMlUL•INFOODYNATECHBNti[NEERING CCA: _;���
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Results of the foundation investigation confirm that the site is generally suitable
from a Geotechnical engineering perspective for shallow foundation system of the
planned construction. Therefore, the proposed structures may be suppQrted on
shal�ow foundations, pursuant to our foundation recommenda.tions. Detailed
recommendations for site preparation, foundation design and related construction
are presented in the following sections of this report.
��:.���iTI�I� �t ' �I�'�'x A1`+� �T�'.��I'l�i`Gr
Strip construction areas plus S feet outside perimeter of all topsoil, vegetation, sand
w/organic stains, root traces, tree stumps, construction debris, underground
structures, trees and water retention areas wherever encountered down to clean
granular material. Any former underground structures, utilities, fozmer pools, root
systems and drainage trenches, etc... must be removed in its entirety from beneath
the proposed canstruction area.
All excavations must be backfilled and compacted as indicated in our foundation
recommendation section prior to constz-uction. Site contractors must �amiliarize
themselves with site conditions prior to bidding. Site elevations and final grades
were not provided to us and must be verified prior to bidding.
An arborist must be consulted prior to any land clearing to verify compliance with
local codes.
8
750 WEST 04TH 57RESf,H[ALEAN,FL SS014 PHONE(3DSj 828-7499 FAX(305)BBB-9598 Sh1AII:INFOODYNATECHENOfNEER1Nci CC.•: ���
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�`C3�.�°�.�TI�I'����33�TvC��ATi�}S�tS
Based on our understanding of the proposed stzuctures and our field boring logs; the
following are our recommendations for foundation design:
A- Strip the entire building, parking and paving construction areas plus 5 feet outside
perirneter af all topsoil, grass, sarid w(organics, pavements, and tree stumps and
construction debris dow�n to clean granular material wherever encountered (see
field boriag logs). Any underground structures, former pools, septic ta.i�ks,
utilities, root systems and drainages trenches, etc...must be removed in their
entirety from beneath the proposed construction area. In areas where hard
formations are encountered, specialty excavation equipment or pre drilling will be
required.
B- Compact all construction areas with a heavy self pcopelled rvller to a minimum of
95% of ASTM D-1557 but not less than 10 passes in each direction. Localized
areas of loose materia.ls, if present, wil] become evident during site cleari.ng,
grubbing and proof rolling, azid must be removed and replaced with clean gravel
prior to filling operations. Backfill construction areas if needed to required
elevation using clean granular hornogenous material placed in lifts not to exceed
12 inches in thickness and compact as indicated in items B.
C- Excavate foundation to proper depth and recompact as indicated above.
D- Care should be taken not use vibration in case of existing structures in the viciniry
of the construction area. If vibration cannot be used �or compaction, static
compaction may be applied. However, in this case, the compacted layer should not
exceed 6 inches in thickness.
E- All constrtaction fill material above the water table shall consist of clean granular
homogenous soil, free of organics or other deleterious material, and shall contain no
more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified
Soil Classification System(USCS) designation of GP, GW, GP-GM, GW-GM, SP, or
SW. No particle size greater than 3 inches shall be in the top 12 inches of the
building pad.
Fill material below the water table shall consist of washed free draining gravel to
about 12 inches above the water table. (ie; FDOT No. 57 stone or equivalent) unless
dewatering is employed. When dewatering is employed, fill material shall consist of
clean, granular homogenous soil, free of organics or other deleterious material, and
shall contain no more than 5 percent fines passing a US standard No. 200 sieve.
F- Verify all compaction efforts by taking an adequate number of field density
tests in each layer of compacted material and in each footing pad.
9
75D W8S7'B4T�i STREEf',HIALEAH,FL3301A PHONE(30rry BEB-7488 RAX(3051828-8598 EMA1L•INFOpDYNAT£CHENGtNEII21Nfa CC:: �M'�.'.�
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G- Representative samples of the on-site and prapased fill material shall be
collected and tested to determine the classification and compaction
characteristics.
H-All Geotechnical work rnust be performed under the supervision of our
geotechnical engineer or his representative to verify compliance with our
specifications and the Florida Building Code.
I- In case of existing structures, existing footings new foundations and
proposed drainage lines, proviszons shall be rnade by the structural engineer,
the civil engineer, and site contractor to protect all footings from future
erosion, undernvning and exposure. The geotechnical engineer shall be
notified of these conditions to evaluate the applicability of his
recommendations.
The above foundation recommendations being achieved arid verified, it is our
opinion that th.e proposed structures be designed for a shallow foundation system
with a net static permissible soil bearing pressure not to exceed 2500 P.S.F. All �
footings bottom shall be placed at a depth of not less than 16 inches below the
lowest adjacent grade. Design Gomputations for thickness should utilize a
coefficient of subgrade reaction, of 300 pci, friction angle 6 of 30° and moist unit
weight of 130 pcf.
The allowable bearing pressure applies to all dead and permanent live loads which
act on the foundations and may be increased by 25 per�ent for a total laads
including wind forces since the allowable bearing pressure reflects a net increase in
presstue over and above that due to the soil overburden, the weight of nornaal size
foundation concrete or soil backfill may be neglected in the sizing computations.
All wind loads shall be in compliance with the Flarida Building Code.
10
750 WEST B4TtI STREEf.HIALfiAH,FL 33024 PHONE(305)828-7499 FAX(305�828-8598 E�7/W:1NPqQDYNATBCHENflINEERINt;CC*: ��
Wind farces which act on the structure may be resisted by earth pressure mobilized
on the vertical foundations faces (normal to the direction of applied Ioad) and base
shearing forces acting on the foundation bottoms. The paragraph presented here
after may be used for the lateral force design.
�r,rr�,�a�ra+�n.� �f.k��sistance R��crn�rr�en��et� "��lue
Earth Pressure
(moist soil above water table) 13t1 �'"F�er fc�c��:depfi9�
Friction Factor
(concrete on fine to medium sand) 0,�4
Resistance values determined from the abave should be considered avai�able rather
than allowable. Therefore, the design for sliding should include a factor-of safety,
and we recommend that this be 1.5 or somewhat higher.
fie�:ttlemera�A.�i�l��is:
Detailed settlement analysis of the building is a function of the loading, building
materials and soil conditions. We have compared the field test data obtained in this
exploration with our experience with structures similar to those pr�posed for this
project and published emperical relationships between the field data and the
compressibility characteristics of the soils and rocks. The estimated magnitude of
these settlements is less than i/z inch di£ferential and less than 1 inch total
settlernents. The most heavily loaded column footings in the building are expected
to sustain tota.l settlements in the range of one inch and a differential settlement of
one-half inch. Due to the granular nature af the subsurface bearing materials, the
foundation settlements should occur as the loads are applied during construction
and for a short period following substantial completion_ Additional settlements
could occur after structural completion as interior finishes are applied.
11
7S0 WEST 94TH S7'REET,NIALGIIH,FL 33014 PHON6($OS)828-7489 FAX(305)828-8598 EMAIIe1NFOODYNATECHPNOINESRIN(i CC!{ ����
Provisions shall be made by the architect, engineer of record and contractor to
address vibration / dynamic loading; differential settlements when tying in new to
e�cisting structures. Mixing of different foundations shall not be used unless
provided with expansion joints to address differential settlernents and vibration
transfer.
If dynamic loading is proposed (ie: parking garage, etc...) this condition MIJST be
brought to aur attention to re�evaluate the applicabXlity of our recommendations.
Alsa note that as a common engineering practice for existing and new
constructian; outside ground surfaces must be sloped awa� from the structure as to
avo�d water accumulation and ponding. Rain gutters shall be installed and atl rain
water shall be discharged over splash guards a minimum of S feet away from
building foundations. Verify all water, sewer, plumbing, sprinkler and drainage
lines are properly functioning with no leat�s in the vicinity of the foundations.
Dynatech Engineering Corp. DEC must be provided the opportunity to inspect the
final construction for the above conditions. It is further recommended that
prospective buyers be advised of these issues through their sales contract so as not
to �ause damage to their structures.
12
7501Y&SI'B4TH STREET.HIALEAIi FL 3301A PHON£(30S)BEB-7499 PAX(305)B2B-9589 EMN1,1T1FOODYNATECHENGINEERING CC!+
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PR�OF ROLLING
The material which mantle the building area are comparatively moderate to fizm
and shou�d be densified as part of the site preparation process as described earlier.
Densification of the surface soils should be accomplished by proof rolling from the
present ground surface using a self prope�led vibratory compactor which imparts a
dynamic drum force of not less than 40,000 pounds. The proof rolling operations
should be performed under engineering surveillance so that the subgrade may
indicate the extent of weak and compressible materials in the surface soils. Such
conditions, if encountered, will require correction by excavation/replacement
fi.11ing or by other suitable means.
.�3IJILT�I��'`..r �"AD ;�I�...I:.
All construction axeas receiving additional building pad fill should be moisture-
conditioned and compacted to not less than 95 percent of the ASTM D-1557
maximum dry density. Fill for the builditttg pad shauld be in compliance with our
foundation recommendations.
i3
750 WE4'f 64TH SSREET.}{fA7.EAH.FL 33014 P}IONE(3p5)828-7499 PAX(305)929-9598 EDSAIL•QJPOpDYNATECHBNGlNEERING C�!! ��
The fill should be placed at a moisture content within two percent of optimum and
uniformly compacted to 95 percent of the ASTM D-1557 maximum dry density.
All fill material shall be placed in lifts not to exceed 12 inches in thickness and
compacted as stated abave. Compaction tests shall be performed every 2,500 ftz to
verify compaction efforts. Representative samples of the on-site and proposed fill
material should be collected and tested to determine the classification and
compaction characteristics.
R.�'I`A�t G'V4�`A.LL A.l�l � ,t�.�A►"ry (:�I��:
In the event that the buildings are provided with below grade walls, the walls of
these features should be designed to withstand lateral eartk�, hydrostatic and
surcha.rge pressures. The pressure intensity to be used in the design will be
dependent upon the wa11 deflection characteristics. Flexible walls (i.e., those able
to deflect 0.1 percent or more of their height).Rigid walls (i.e., those that are
unable to deflect).
The following soil parameters shall be used for retaining wall designs:
- S�ail unit �vei�tt mQ�st: �30�cf. Subrnerged: 70 pcf.
- Angle ofin�e.rnal friction: 30
- Earth pressure coefficient Ka: 0.33 Kp; 3.0
- Angle of wall friction; 30 for steel, 20� for concrete oc brick walls, 1S�
uncoated steel.
In addition the footings of such walls shall be proportioned for a pexmissible soil
bearing pressure of 250Q psf.
Excavations shall not extend within 1 foot of the angle of repose, next to existing
footings ar structures,unless shoring and under pinning is provided. All trenching
and shorings work shall be in compliance with t11e Florida Building, OSHA the
Trench Safety. All excavation/ shorings shall be designed and inspected by a
Florida licensed professional engineer. Vibration levels shall be monitored to
verify compliance with local and state regulations during construction. Excavation
eontractors must make provisions for hard excavation conditions.
14
750 WEST B4TH 8TRE6T.HIALEAH,FL 33014 PHONE(345)826-7499 FAX(305)828-9598 F.MpiLW FiOpDYNATECHENGINSERING CC`.+. ��
C.iI�.�LJNI� FLC7t��,�l.Ati,"�
The floor slabs of the structures may be safely supported on the compacted granuiar
engineered building pad fill. The thickness of the floor slabs and their reinforcing should
be selected based upon anticipated loadings. Design computation for thickness should
utilize a rnodulus of subgrade reaction of 250 pci, Friction angle 0 of 30° and moist unit
weight of 110 pcf.
The ground floor slabs shall be liberally jointed to control cracks caused by
expansior�/contraction and differential loadings. Additionally, the slabs shall be isolated
from the buildsng walls and colurnns ta allow maximum freedom for differential
movement. .
To minimize adverse irnpacts of the settlements of tbe building; delayed ground floor
slab placement should be considered to reduce settlement related cracking; we
recommend that ground floor slahs construction be delayed until the building has been
substantially completed.
TRUCK WELLS (Optional)
Due to the proximity of the water table to the existing ground level and depending on the
final design elevation of the Truck Wells; dewatering of the construction excavation
might be needed. Additional investigation and testing may be required when final design
is completed to provided adequate foundation and construction recommen.dations for
Truck Wells if needed.
The Truck Wells shall be supported on the modified soils. Any disturbed matezial shall
be compacted as stated in the building pad fil] section. Excavated material is acceptable
as fi11 material when approved by our field engineer. 'VJe fiu-ther recommend that the
Truck Wells be designed to withstand hydrostatic uplift pressure.
15
750 WE'ST84TH SI'FiEET.NIALEAI�L FL 33014 PHONE(30518EB-7499 FAX(305)B2B-958H EMA1L•INFOODYNA'fECt�NGINEERINf:CGK ��`
GR;4tJI'+��,ATE�,
Groundwater was measured immediately at the completion of each boring and was
found at an average depth of approximately 22' below existing ground surface at
the time of drilling. Existing ground surface elevation was not reported to us at the
time af drilling. Design engineers must verify existing ground elevations as well
as FEMA Flood and County highest and lowest groundwater elevatian £or their
design. Fluctuation in water level is anticipated due to seasonal variations and run
off as well as varying ground elevations, construction dewatering and pumping
� activities in the area and global warmin�. Site contractor must familiarize himself
with site conditions in the event groundwater controls and dewatering is needed
during construction. Surface flooding may result under hurricane conditions and
should be taken into consideration in the design of the project. The contractor shall
monitor and make sure that groundwater levels on adjacent praperties aze not
adversely impacted due to the contractors dewatering activities. Specialty
groundwater and water proofing contractors shall be consulted for all work below
the groundwater level. All dewatering volume and effluent discharge must meet
local, state and Federal agencies requirements.
�. A�W�.'�'" .�+�.�3 P I�Ci A.�.�A
Pavement recommendations consist of either flexible or rigid pavement design,
based an the design traffic volumes, types and use. Based on our experience in the
��,the �`o�lt��y4ti minimum t i��! ��em�r�t.section thi.ckness are acc� t�zble:
Type of pavement Type of acceptable material La �r thiek�3�ss lrcehas Minimum Limerock bearing
Li ht du Hea.,du ratio test
Flexible Pavement As haltic eoncrete 1.0 2.0 N/A
Crvshed limerock base course 6.0 8.0 100
Stabilized sub de 12.0 12.0 40
Rigid Pavement Reiwforced concrete 6.0 . 8,0 N/A
Crushed limerock base course N/A S.0 100
Stabilize sub de 12,0 12.0 40
Tha u��a�in�course shall eonsist of cither as�ha{ti�concrete or Reinfarced concrete as indicated above.
16
750 WEST Bd7H STR£ET.}IIALPl�H.F(.33q14 PHONE(3U5]829-7499 FAX{30SJ b?•8-8598 EMAlL3NFOODYNATECHENOINEERING CCK �`
The base course shall cansist of crushed limerock having a minimum cazbonates
content of 70%, liquid limit shall not exceed 35; the material shall be non-plastic,
with an L.B.R. value of 100 or greater. The material shall be well graded with 97%
{by weight} of the materiai passing the 3 inch sieve and less than 5% passing the
No. 200 sieve. The base course shall be placed in lifts not to exceed b inches in
thickness.
The subgrade should be stabilized to a minimum depth of 12 inches belaw the base
course. The stabilized subgrade rnaterial sha11 be clean granular soil, free of
organic or other deleterious materials, and shall contain no more than 5 percent
fines passing a U.S. Standard No. 200 siev�. (classified as GWiSW). The L.B.R.
value shall be 40 or greater.
Both the base course and the stabilized subgtade shall be compacted to a minimum
of 98% of ASHT0.180.C.
Pavement site work preparation shall be in compliance with the recommendations
outlined in our geatechnical report.
Due to the lack of information pertaining ta the site traffic, the pavement
recommendations are based on assumed traffic volumes. These volumes include
automobiles and occasional truck and trailer on the access roads.
17
750WFST847HSTREET,HIALEAH,FL33014PHONE(305)828-7488FA]({gp5je28-959BBMAJL•1NfWPYNA?ECHENOINEF.RWGCCY_ �
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Actual pavement section thickness should be provided by the Design Civil
Engineer based on traffic loacis, volume, and the owner's design life requirements.
The above sections represent minimum thickness reprasentative of typical local
construction practices and, as such, periodic maintenance should be anticipated.
All pavement materials and construction procedures should conform to FDOT,
American Concrete Institute(ACI), ar appropriate citylcounty requirements.
18
750 WFST B4TH SLREET.FIIALFAFC FL3301A PHONE(305)828-7499 FA7C(305)BP�-8598 EMNIsQ�1POODYNA'fECHF2iG1NEEHtNf,C4X -����
LIMITATIOI�IS
This repo�t was prepared in compliance with the 2014 Florida Building Cade, 5�'
edition. Site elevations were not provided to us for the test locations. Depths
reported on the field boring logs and proposed pile lengths represent the depth
below existing ground surface as they existed on the date of drilling. In the event
of subsequent filling, excavations or site work, the reported depths must be
adjusted to represent proper depth.
The scope of services performed in the execution of this investigation may not be
appropriate to satisfy the needs of other users, and use or re-use of this document
or the findings, conclusions, or recommendations is at the risk of said user.
The boring log (s} attached present (s) a deta.iled description of the soils
encountered at test location (s). The soil stratification shown on the boring log (s)
is based on the examination of the recovered soil samples and interpretation of the
driller's fteld log (s). It indicates only the approximate houndaries between soil
types. The actual transitions between adjacent soil types may be gradual.
Regardless of the thoroughness of a geotechnical exploration there is always the
possibility that conditions may be different from those of the test locations;
therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil
conditions between the bore test holes. In accepting and using tkhis report the alient
understands and accepts that all da.ta from the borings are strictly for foundation
analysis onty and are not to be used for excavation or back filling estimates and
pricing. Owner and site contractor must �amiliarize himself with site conditions
pric�r to bidding. This report is not a Phase I and/or Phase II Environmental Site
Assessments. As a mutual pxotection to clients, the public and aurselves, all reports
are submitted as the confidential property of clients, and authorization for
publication of statements, conclusions or extracts from or regarding our reports is
reserved pending our written approval. The scope of services performed in the
execution of this investigation may not be apprapriate to satisfy the needs of otiher
users, and use or re-use of this document or the findings, conclusions, or
recommendatians is at the risk of said user. Said user must contact DEC in writing
to verify applicability of this report for their use.
. 19
7'.�0 W65T B4TH STRF$S.H[ALFJIH.FL 33014 PHONB(3D5)828-7489 FAX(3p6j 828-8596 EMAIL•INPOODYNA7ECHENGINEP3tINfi iCi✓. �y
��;
All work must be conducted under t�-ie supervision of our geotechnical engineer.
The discovery of any site or subsurface conditions during cpnstruction which
deviate from the information obtained f'rom our subsoil investigatian is al�ays
likely and should be reported to us for our evaluation.
All work shall be conducted in compliance with the Florida Building Code FBC
and OSHA workers protection rules and all applicable Federal, State, County and
City rules and regulations.
It has been a pleasure working with you and look forward to do so in the nea.r
future.
Sincerely yours,
. ,
�.�
issam aamani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No, 395$4
�,���,,,�,����,rs=�
Special Inspector No. 757 pAA(�y��, , �,
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Certificate oft�uthorization No. CA 5491 .�```,��' ���'w `f 4'
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750 W&4T&1'fH STRS6T,HTA7,EA}L FL 33014 PHONB(305)B2B-74B9 FAX(305)888-9598 BMJ11L•INFDpDYNAYECHETIGQJEERING CC:: ����'_
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��I�����L.i��� ENGINEERING CORP.
TEST BORING FIELD LOG
CLIENT : H aad T CONSULTANTS,INC. DATE: 5eptember 3,20X6
PROJECT 9 Property @ HOLE NO.: B-�
ADDRESS : IQl North US Highway 1-Waterwa�Road,Teyuesta,FL DRILLER; A.S.
L�CATION : See attached sketch
NAMMER
DESCRIPTION OF MATERIALS Depth si,ows oN �rr»
SAMPtER
2 Hand H
4 Hand H
0'-0"to 0'-6" TOPSOIL AND GRASS
6 3 3 7
0'-6"to 1'-6" DARK BRQWN MEDIUM SAND W10RGANIC STAII�T 4 6
AND ROt�T TRACES s 5 a 10
6 6
1'-6"to 2'-0" TAIV MEDIUM SAND 10 8 9 20
tl 12
2'-0"to 5'-0" LIGHT GRAYISH MEDIUM SAND 12 t2 l0 2�
I1 lo
5'-0"to 7'-0" REDISH MEDIUM SAND 14 t3 9 17
8 9
7'�0"to 15'-0" TANISH MEDIUM SAND 16 9 8
18
20
22
24
26
28
30
32
34
36
38
Water LeveL' 2� BNow ExisNng Land Surf�ce st liroe oCdrilling rls a muWal pmtceiinn ta cl9ents,ihe public and ourselves,all rcpnrts ere submitted as l�e
conlidential propeRy�f clienls,and authorization for publication ofstatement conclusions or exlrocls from or regarding our repocts is rescrvod pending on our urtitten
approval H.A.:HAND AUGER;A:HOLLbW STEM AUGER;R:REFUSAL
1
��������C,�.�� ENG�1'�T��;�1�'�TTG CtJRP.
TEST BQRING FIELD LOG
CLIENT ; A and T CONSULTANTS,INC. DATE; September 3,2016
PROJECT ; Prope�rty @ HOLE NO.: B-2
ADDRESS ; 1Q1 North US�iighway 1-Waterway Road,Tequesta,FY, DRILLER: A.S.
L{,��A'I'I.C1C� : See�tt�c�ed.sketch
HAMMER
DESCRIPTION OF MATER.IALS Depth B�ws oN KN�
SAMPLER
2 Hand H
4 Hand H
0'-0"to 0'-6" TOPSOIL AND GRASS
6 3 3
0'-6"to 1'-0" DARK BROWN MEDIUM SAND W10RGANIC STAIN
8
1'-0"to 1'-6" TAN BEACH SAND W/SHELL'S
1a
1'-6"to 2'•0" GFtAY MEDNM SAND
lz
2'-4"ta 5'-0" LIGHT GRAY NIEDIUM SAND
14
16
18
2fl
22
24
26
28
30
32
34
36
38
Wetei'LevBl; N/A Below�xisiing 1.i�nd�url'acc at dme ot drilling As a mutual protection to ctionts,ihe public and ourselves,ell rcports aze submitted as the
confidenlial property of elicnts,end auihorization far publication oFstatement conclusions or extraets from oc rogarding our repo[ts is reserved pending on our written
approval. H.A.:HAND AUGER;A:HOLLOW STEM AUGBR;R:REFUSAL
2
.������������ EN�II�IEERING CORP.
TEST SORING FIELD LUG
CLIENT : H and T CONSULTANTS,�NC. DATE: Se�tsmber 3,2016
PROJECT : Property @ HOLE NO.:B-3
ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta, FL DRILLER: A. S.
�.,�t`A,TI(l�� : See�it���cd.sket��.
HAMMER
DESCRIPTION 4F MATERIALS Depth �Lows oN ux°�
SAMPLER
2 Hand H
4 Hand H
0'-0"to 0'-6" TOPSOIL AND GRASS
6 3 3
0'-6"to 1'-b" DARK BRI�WN MEDIUM SAND W/ORGANIC STAIN
S
1'-6"to 2'-0" GRA.Y MEDIUM SAND
io
2'-0"to 3'-4" LIGHT GRAY MEDIUM SAND
12
3'-0"to 5'-0" ORANGEISH MEDIUM SAND�
l4
16
18
20
22
24
26
28
30
32
3A
36
3S
Water Lev�1: �+$/A BeluW Exlsting Land 5urface at Nme of dtilifeg As amutua!protection to clients,the public and ourselves,all reports are submitted es the
con6dential propertyuS°cl�enis;and authorizat{on for publicati�n ofstatement conclusions or exlracts from or regarding our repo�ts is reserved pending an our writien
approval, H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R;REFUSAL
3
����.��,������ EN��.�:��RI1�G CaRP.
�*1°rt71 A7#Jdi;.7Al1.Y !`iL'e!-ttd tr�
CLIENT . H and T CONSULTANTS,INC. DATE: September 3,2016
PROJECT : Property @ HOLE NO.: B-4
ADDRESS : 101 Nort� US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S.
L+C}f�A4T�f�I� : See.attached sketch
HAMMER
DESCRIPTION OF MATERIALS Depth sLows ocv �x»
s�n��.��z
2 Hand H
4 Hand�� H
0'-0'°to Q'-6" TOPSOIL AND GRASS
0'-6"to 1'-0°' DARK BROWN MEDIUM SAND W/ORGANIC STAIN � � 3
AND ROOTS AND ASF�-iALT AND BRICK PIECES g
1'-0"to 1'-6" TAN MEDIUM SAND 10
1'-6"to 2'-0" GRAY MEDIUM SAND 1Z
2'-0"to 3'-0" LIGHT GRAYISH MEDIUM SAND 1a
3'-0"to S'-D" ORANGEISH MEDIUM SAND I5
is
zo
2z
24
26
28
30
32
34
36
38
'V1r�ttC l.,eY�I;__ N�s,�,_�trtow Fx(sttn�1.anQ 5ari'�ae ae timc nl drFlIin,�+�s.e musuat grrsrcc[inn to clien[s,the pablic and ourselves,all reports ert submitted as the
cdni+dantiut praparly n�cli�nts.e�nd�tlhaei�eiian fbr pubCiCaCi.wt rsf St�temAttC con�kuSipas��eXtracts trom or regatding our[eports is rrservod pending on our written
epprovol. H,A.;}fAND AUGER;A:NOLLOW 57'�M AUGER;R:REFUSAL
�
,.�����.������� ENGIi�T��I�i�G CORP.
`T�S'I']Bt)�.It"�!G ��ELD LOG
CLIENT ; H and T CONSULTANTS,INC. DATE: Septexnber 3,2016
PROJECT : Property @ �iOLE NO.: B-5
ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S.
LOCATICtt�T : See attached�k�teh
HAMMER
DESCRIPTION UF MATERIALS Depth BLows or� urv°�
SAMPLER
2 Hand H
4 Eiand � H
0'-0"to 0'-6" TOPSOIL AND GRASS
6 3 3 7
0'-6"to 1'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN d 6
8 6 5 9
2'-0"to 2'-D" TAN BEACH SAND W/SHELL'S 4 5
10 � � �s
2'-0"to 3'-0" LIGHT GRAYTSH MEDIUM SAND 8 6
12 9 s is
3'-0"to 7'-0" ORANCrEISH MEDIUM SAND 10 9
14 11 12 22
7°-0"to 15'-0'° LIGHT TAN MEDIUM SAND ta ro
16 11 12
18
20
22
24
26
28
30
32
34
36
38
Water Leve1: N/A Belnw Existing Lsad 5urface at time of drllliqg As a mutua!�rctCeelinn[o clients,lhe perblic.and o�urselYea,all repons are submitted as the
con6dentiel property of clients,end author9zation for publication oFstatement conclusions or extracts from or regarding our reports is reserved pending on onr writie�
approval. H.A,:HAND AUG£R;A:HOLLOW STEM AUGER;R�REFUSAL
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.��1�.�.���r��..� ENG�� �.��NG C(JRP.
�� r � wwwxr
TEST BORING FIELD LQG
CLIENT : H and T CONSU�.TANTS,INC. DATE: September 3,2016
PROJECT : Property a� H�LE NU.: B-b
ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A. S.
LOCATION : See attached sketch
� HA14iMER
DESCRIPTION OF MATERIALS Depth B�.ows oN ux�
SAMPLER
Z Hand H
4 Hand H
0'-0"to 0'-1" 12ED MULCH
6 4 3 7
0'-1"to I'-0" TOPSOIL AND ROOT'S 4 5
8 6 5 11
1'-0"to l'-b" TAN BEACH SAND W/SHELL'S s s
1'-6"to 2'-0" TAN MEDNM SAND l� 9 8 16
12 11 12 22
2'-0"to 6'-0" ORANGEISH MEDIUM SAND 10 il
14 11 10 19
b'-0"to 15'-0" TAN MEDIUM SAND 9 8
16 1] l2
18
20
22
24
26
zs
30
32
34
3b
38
W�te1'.I.,�C��1:�w�olpvr EzisHng l.and SurCicc ac dmc of drilling As a mutual protection to clients,the public end ourselves,all repo�ts are submitted as the
confidenlial property��"clienfs,and authorization for publication of statement conclusions or extrxts from or regarding our reports is reserved pending on our written
approval. H.A,:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL
6
.����i ��J���� ENGIN�.�ET�:II'�i� C�RP.
TEST BORING FIELD LOG
CLIENT : H and T CONSULTANTS,INC. DATE; September 3,2016
PROJECT t Property @ HOLE NO.: B-7
ADDRESS : 101 North US Highway 1-Watcrway Road,Tequesta,FL DItILLER: A.S.
�aQGA'1'IC1N ; See�t�ach�c� skeici�
HAMMER
DESCRIPTI�N OF MATERIALS Depth BLows oN �frr»
SAMPLER
2 Hand H
4 Hand H
0'-0"to 0'-1.5" ASPHALT
6 4 A 7
0'-1.5"to 0'-$" LIGHT TA1�MEDIUM SAND W/ROCK FRAGMENTS 3 5
s s a� �o
0'-8"to 1'-6" LIGHT GRAYISH MEDIUM SAND 6 B
10 7 ]0 23
1'-6"to 7'-0" ORANGEISH MEDIUM SAND t 1 11
12 13 10 22
7'-0"to 15'-0" TANISH MEDIUM SAND 12 11
14 15 14 26
12 13
16 10 11
I8
20
22
24
26
2$
3Q
32
34
36
38
V11ater Level: N/A Below Existing Land Surlacc at time ot driping As a mutual proteclinn to clien�s,the public and ourselves,all reporis are submitted as the
confidential property ofclien►s,and authorization for publicalion of s�atemcnt conclusions or extracts&om or regarding our repoAs is reserved pending on our wtitten
approval. H,A:HAND AUGER;A:tiOLLOW STEM AUGER;R:RErUSAL
7
����..�.����.��:�1.. ENGINEERING CORP.
TEST BO�NG FiELD L(JG
CLIENT : H and T CONSULTA.NTS,INC. DATE_ September 3,2016
PR03ECT : Property @ HOLE NO.: B-$
ADDRESS : 101 North US Highway 1-Waterway Road,Tequesta,FL DRILLER: A.S.
LOCATICIN : Se�attached sketch
HAMMER
DESCRIPTION OF MATERIALS Depth B�ws ox "tv�
SAMPLER
� 2 Hand H
4 Hand H
0'-0"to 0'-1" RED MULCH
6 3 3
0'-]"to 0'-8" TOPSOIL AND ROOT'S
s
0°-8"to 1'-6" TAN BEACH SAND W/SHELL'S
10
1'-6"to 5'-0" ORANGE MEDIUM SAND
12
14
16
18
zo
2z
2a
26
28
30
32
34
36
38
Weter Level: N/A Betow Existing I.snd Surface at time pCdrill[.ug As a mutual protection to clients,the public end ourseives,ell repods aze submitted as thc
confidenual property of ctienis,and aulhorivauon Por publication ofstatement concfusions or extracts from or rtgarding aur seports is reserved pending on our wrinen
approval. H.A.:HAND AUGER:A:H�LLOW STEM AUGER;R:REFUSAL
g
B# : Boring Test Location
�P-#: Percolation Test Location
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��NAT":�C..�II �NC�IN���N� C�II�P.
Client: H&T Consultants,Inc. Scale:N.T,S.
Project: 101 North US Highway 1, Waterway Road, Tequesta,Jupiter,FL Date: September3,2oi6
PERCOLATION TE5T
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Miami, September 3,2016
Mr.Lee Thompson
H and T CONSULTANTS, INC.
9310 Old Kings Road South, Suite 101 ,
Jacksonville,FL 32257
Re: Property @
l01 North US Highway 1-Waterway Road
Tequesta, FL
Dear Mr.Thompson:
Pursuant to your request, DYNATECH ENGINEERING CQRP. (DEC) completed a Percalatian Test an
September 3, 2016 at the above referenced project. The purpose of our investigation was to help determine the
hydraulic conductivity for dxainage design at the depth shown on the attached field log.
T}ie at�av� hvdraulic co�d�ctiv�ty represents an ultit�at�. value. The desi�ner �htauld d��:ide on the rec�a�ired
safcty f��tar. This value i� b�s�d c�n the existing s.c�ils �at the Icacation of the l�st. In 1he�vent the test lo�atia�n is
changed or the soil removed and replaced;the test results wil!need to be re-evaluated.
�rcaunr3va�ter�va.�zr�e��ured intrt�edxat�l�at ih�c�am�sleticsn c�f'each bt�r's.ng and�va,s �'c,uz�d at an av�ra�e depth of
apprc�x.imatcly��' b�;tc�w e�ci�tiz��;�rrc��ind �urfe�e �.i the t�ine of drilli�xg. Existi�g�rt�ur�d surface �l�v�tion was
nai g�e��tit��d tta us �t the tizt�e caf drillin�. TJesig,n ����iz�eers must verify existing ground elevations as well as
FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level
is anticipated due to seasonal variations and run off as well as varying ground elevations canstruction
dewatering and pumping activi#ies in the area and globa]wanning. Site contxactor must familiarize hunself with
site conditions in the event groundwater controls and dewatering is needed during construction, Surface
flooding may result under hurricane conditions and should be taken into consideration in the design of khe
project. The contractor shall monitor and make suute that groundwater levels on adjacent properties are not
adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing
contractors shall be consulted for ali work below the groundwater level.
In case of existing struetures, existing�'ootings new foundations and proposed drainage lines,provisions shall be
made by the structurai engineer,the civil engineer, and site contzactor to protect all footings from future ezosion,
undermining and exposure. The geatechnical er�gineer shall be notified of these conditions to evaluate the
applicability of his recomrr�endations. The drainage system installation depth and dimension must be verified in
ihe field during eonstruction.
1
750 WEST 94TH SfRESf,HIALEAH.FL 33014 PHQNE(306)828-7499 FA]C(305)828-8598 EMAIL;INFOpDYNATECHENG121�ERING.COM � ��_
Re: 101 North US Highway 1-Waterway Road,Tequesta,FL
This repori was prepared in compliance with the 2014 Florida Building Code, 5'h edition. Site elevations were
not provided t� us fQr the= test l.ocations. Depths reported on the tiefd boring lr��;� ��p�esent the �#��ith below
existing gr�und surtaie as they exi��ed an the date of driiling: In the event of s�tC�sc�����x ����ng, exr.avations or
site work,the xeparted depths must be adjusted to represent proper depths.
The boring log(s) attached present(s)a detailed descripti+ari t�� th�spil��ncc,iu�(c:t't�,� ;�t t��t I�a��fix}.n(�},�'!a�;q��j
stratification shown on the boring log (s) is based oat the e��r�.ir`��1is�t� �if' the r�c�rr�c�t3 sai.� �a�npl�s �;d
interpretation of the driller's field log(s), It indicates o�ily t��� ����aa•c�xii�r�.��bc�t�nd��-i�s�i�t�v�c�n sc�it ty�a��„ '1'�e
actual transitions between adjaeent soil types may be gr�du�al. R,�.�;�rc�l���c�f t��c:th.t�xta��hne;e.s���t�e�#��hniea�
exploration there is always the possibility that conditions may be differer�t #'x�m i��ise of thc i�sf lcacatians�
therefore, DYNATECH ENGINEERING CORP. does not guarantee any su�soi� epndit�ons bet��r�en t�iie E�ore
t�t h�al�s. .lr�_�c�cepting r�n�usin�t�is r�p��t thie�li��t und�rst�ricl��.r�ci s�c�p��ihat �,1���t�frc�m the bc�riz��,s�c
s�°ic�Iy f�r �'ound�tic�� �r�sl�s.i��anl�axad�x�ncat ta be� ���ed ��r �xca��tic�n �ar b��� �'illira� esti�n�t�.an�t pri�ix�.
{`7wner��d��t�c�antr�ctt�r r�t�.tst �'s.�mmili�ariz�hizz�self uPit��sit�c:c��arlitic�nw�ricar t��i�dan�. �c�r�nv�ri�nir►entsl�tu�
�i3i�,e.�rec���`1iss�I anc�lor Ph�s�IT��e$�ont���nt�l sit�t�,ss�fi�ments is recc�xnmenci�d. As a mutual�r�tection to
c�ients, the �a�abtic and �iurselves, a1l reports are �ti�b�St-ted as the ��n�dentz�) property of clie�t�, and
�utt�r�ri�tt�ort fc�r publi��tit�n of stat�rr��n,ts, co�clusians or extracts froxn t�r regardit�g our r�pprts is reserved
�r�ndin�t�ur wrxtte�t appxtavaL, The sca�ae Q�'s�rvices per�`t�rmed 'rn the exec��tic�n of t]�is �nvesti��tican may nnt be
appr�prfate tr�satirfy tlie n�er3s of t�tlt�r us��s,�nd use r��re-use of this document or th.e findings,conclusions,or
recommendations is at the zisk of said user. Said user must contact DEC in writing to verify applicability of this
report for their use. All work rnust be conducted under the supervision of our geotechnical engineer. The
diseovery of any site or subsurface conditions during eonstruction which deviate frora the information obtained
from our subsoil investigation is always likely and should be reported to us for our evaluation. All wark shall be
conducted in compliance with the Florida Building Code FBC and OSHA warkers proteetion rules and all
agplicable Federal, State, County and City rules and regtxlations.
It has been a pleasure working with you and ]ook forward to do so in the near fuiure.
Sincerely yc�ur,��y,�
••+�ILA��Eµ`�� A -�.e�F 3 t r
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DYNATECH ENGINEERING CORP. ,eh�` �,�- e` '�,d��`
Florida Reg.No. 39584 � °' 'f�' , �
Special Inspector No. 757 � � _`'� • ,��� � �
Certi�icate of Authorization No.: CA 5441 � �� �'�'' �''�' -�
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750 WEST B4TH STREET,HIALEAH,FL 33014 PHONE(3�5)828-7489 FAX(34S)828-8698 EMAIL:INFOpDYNATECHENGINEERING.COM �'�
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PERC4LATIQN TEST
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�.Q.'T`.�TAN�r�R�}T��ST
DATE ; September 3,2016
CLIENT : H and'�'CUNSULTANTS,INC.
PROJECT : Property @
PROJECT LOCATION : 1D1 North US Highway 1-Waterway Road,Tequesta,FL
LOCATION OF TEST ; SAS
DIAMETER OF HOLE : 7"
TEST NO. : P-1
TEST DEPTH(feet) 0-10'
AVERAGE FLOW(GPM) 42.5
-3
AVERAGE K(CFS/Sq.Ft-Ft Head) 1.28x10
*The above hydraulic conductivity represents an ultimate value. The c�esigner should decide on the
required safety factor. This value is based on the existing soils at the l�cation of the tes�
Water Table 22' Below existing ground surface,use HZ=10' bottom of trench �or K value calculations.
,��1k��tt�`.�C��N"���Ti��..'�,"�,��
�e th ��la�r C�rrautr�d�ur#'�c� Soil l�es,erirsttc�a�.
0'-0"to 0'_6„ T�p�s�sil ax�c��r��s ..,�a�,,,t
0'-6" to 1'_6„ l�a,rk brtt�vt� rr��diu�m ssaz���vl�ir��ni� � j�r�v6+t9,�ti~�c+�s
1'-6"to 2'-0" `T`s�n tnt�dluna san:�f y���;""» � '%
2'-0" to 5'-U" '�.x,¢•�,' � � �`;�{'' "
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Li�hf�r�;y��la rnediu�n�a»c� r. ;� ��, ,,��:
5'_0" to T-U" ��d�sh�aaer�iu�a sand n �,�, ; �
7'_0" to 15'-0" Ta��fsh rr�,�diun€� s�n�� r �' �° c,�` � °�
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Fieid Tech: A,S. ' ' ���
�Vs����n Naamani,�'.E.
DYNATECH ENGINEERING CORP.
Florida Reg.No.39584
Certificate of Authorization No.: CA 5491
'As a mutual proteCtion to the clients,the publiC and our9elves,all r�porla ars submitted as the confidential property of clients,and authoriution for
pubticatiun ot st¢temeat conctuslons or extracts from or regatdiog our reports�r�served pending on our written ppproval.
750 WEST B4TH STREEI',HIAI.EAH,FL 33014 PHONE{305)828-7499 FAX i3q5)BZB-9598 EMAILdNFO�DYNATECHENG]NEERING.COM ��
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d P-#: Percolation Test Location
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Client: H&T Consultants,Inc_ Scale:N.T.S.
Project: 101 North US Highway 1,Waterway Road,Tequesta,Jupiter, FL Date: September 3,201b
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5oi1 borings on unrnarked vacant property should be considered preliminary with further boring(s)to be drilled aRer
building pad(s)are staked out, � �
Soil b�srings csa�existirsg atructures that are to�ac d�zncsi�s�Zed s��uld be ccsrisitlered pc�li.minary and�ddita�snal bo�ings
wou�d ne�d tt�be psrfo€mc�i aft�r t3se struccure�s)�sas(aa�n de�ra�alished�nd prz�pasr.tl r��w buildir��st�ked out.
�,s a mutt��l pa�fi��t�on to clients,t�ae publia azid�►ur���v�,e�1 reports are s.ubmitt�tl-as ��,�f'iden�a�l�arc�perty�falients,and
�uthorl-z�titan:far publicatio�of st�iem��tc�,c�anciu�i�z�s,e�ac�ts frn€�or regardictg o�r r�p�rt�is r�s�r+���l pandis�g�,�r
wri�t�n�pprortel.
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Correlation-of Penetration Resistance With ���„� ���,�
�t,elative Densf aud�at�s�s#e�c Boutders > 12 in.
' . f ���$ �,�a� ���,�;° Cobble 3 in,to 1 in.
�� �,,,���,��,���� elatt.ve Gravel 4.76 mm to 3in.
���� Densi Sand 0.47 mm to 4.6T mm.
Silt 0,005 mm.to 0.074 mm
Sapds 0-lb - . 0-4 VeryLaose
Clay <q,pp5 mm
17-40 5-10 Loose
41-80 I1-24 Firm
81-120 21-30 VeryFirm ��`�'��
Over 120 3 l-SO Dense S%- 10 % Slightly Silty or Clayey
10%.- 30°10 Silty or Clayey
Silts& 0-3 0-2 Very Loose 30%- 50% Very Silty or Very Clayey
C1ay 4-9 3-4 SoR 0%- 5°10 SlightiyTrace
1D-17 S-8 Firm 6%- 10% Tra,ce
18-31 9-]5 Stiff 1 l%-2Q% Little
32-60 16-3U V0ry Stiff 21% - 35% Some
Over 60 31-50 Hard >35°/u And
ock a dn�s��f�scrt ll�n
Soft Rock core crumbles when handled
Medium Can break with your hands.
Moderate Hard Tftirs edges or rock nare c,sxt�ae brok�rt��t�t�ngerS
Hard Thin ed,ges or rock_cr�xc car�nc�t be brok�n with�tt�gers
Very Hard �c�ck cor�rings when�tru�k with hammer�ah�rt�)