HomeMy WebLinkAboutDocumentation_Regular_Tab 25_04/14/2005 INTEROFFICE MEMORANDUM
TO: VII,LAGE MANAGERMICHAEL R. COUZ20, JR
FROM: COMMUNTI"Y DEVELOPMENT JEFFERY C. NEWELL
SUBJECT: SITE PLA1V REVIEW VILLAGE HALL
DATE: 3/28{20d5
CC:
SITE PLAl� REVIEW
Sec. 78-331 Development Standards: By the terms of this chapter, all perrnitted uses in all
zoning districts except R-1A and R-1, all special exceptions uses as approved by the village
council, all planned residential developments (PRD), planned cornmercial development
(I'CD}, and planned miYed-use development (PMUD), a.il miscellaneous development and
redevelopment, a.11 subdivisions, and a11 uses or construction lying partia,lly or entirely in
special flood areas...
Sec. 78-333 Contents of Application: Application for site plan rev�ew sha11 be filed with
the building official and shall include those of the following information items that are
applicabler
1) Statements of unity of title, warranty deed, or purchase contract of the subject
property.
Village Green Park: The Park is a one (1) acre park as defined bp the
comprehensive plan. The park is not a separate paxcel but is part of the parcel that
village hall will be constructed on. Understanding that the park is protected by rhe
comprehensive plan and rherefore cannot be intruded upon by any unauthorized use.
Under the unit of title the park becomes one with the public safety and village ha11
sites. The unity of title unites the two parcels under one control. Village Green Park
will remain a passive park as dictated by the comprehensive plan. Understanding
that the site calculations are based on the unity of the two parcels. The entire site
under the unity of title qualifies and satisfies the requirements of the site plan
application.
Staf#' Recornmendation: Staff along with the village attorney has prepared a unity
of title for the village public safety and village ha.li sites. Staff recommends the
approval of the recarding of the unity of title.
2) Statement describing in detail the character and intended use of the property.
Staff Response: The intended use of the property is a special exception use in the
neighborhood cammercial use district {C-1) that allows for governmental facilities
structures and buildings.
Th� character of the developed site will provide the village witli the necessary
administrative and public safetp facilities that are necessary for the functions of
village government. The governmental site is in charact�r with the surrounding
commercia;l properties that are adjacent to and in close proximity. Extensive
planning and design have been on going to assure that the site is not one that would
be out of character with the desired identity that the village desires to achieve. The
complex has been suecessful in the preservation of Village Green Park and the
surrounding properties:
Staff is satisf�ed that rhe intended character and use of the propertp has met the spirit
arid intent of code to provide the desired aesthetics that will set the village apart
from the surrounding eommunihes.
3) General location map, showing relation to the site for which site plan approval is
sought to major streets, schoals, existirig utilities, shopping areas, important physical
feat�ires in and adjoining rhe project, and the like.
2
Staff Response: The departrnent of community development has the above
infarmation on file.
4) Twelve copies of a site plan containing the title of the project and names of the
architect, engineer, project planner andJor 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.
b) Exact location, use, height, and bulk of all buildings and structures.
c) A comprehensive traffic study.
d) Off-street parking and off-street loading.
e) Recreation facilities.
� All screens and buffers.
� Refuse collection areas.
h) Access to utilities.
i) Tabuiations of total gross acreage.
j) Tabulations showing the derivation of nurnbers of off-street parking and
loading spaces and tota.l project density in dwelling units per acre, if
applicable.
Staff Respanse: Community Development has the information as part of its
permanent records.
5) Common faciliries.
6) Preliminary storm drainage plans.
7) Architectural elevations.
8) Landscaping plans.
9) I'lans for signs.
10) Plans for recreation facilities.
11) Plans for extraction of fill.
3
12) Additional data.
13) Additional date pertinent to the site plan.
14) Phases of construction.
15) Substance of eovenants, easements, etc.
16) Statement of consistency with comprehensive plan. �
1� Statement of pertinent permits for state, federal, and local.
Staff Response: Community Development has required and appiicable information on
file.
Staff Review and Recommendations
Planning and Zoniang Advisory Soard Review: The Board reviewed the site plan and
recommended approval of the site plan as subrnitted.
The two areas of debate centered on security issues and the alternate power source for
village ha11.
Alternate Power Source: Discussion was lengthy about not having a FiYed generator in
place to serve village hali. Village Council approved the purchase of a portable generator
that would serve a.s the alternate source af elect�ical energy. Concern was raised about the
noise level that would be produced by the unit and the effect it would have on surrounding
propert�es. Board members recommended that the village should consider the noise level
and to consider the use of an alternate fuel source such as propane or natural gas, if
available.
Security Issues: E�ernal and internal security were noted by the police department, Due
to the recent events �hat happened in Atlanta. that was related to the loss of life in the
courthouse, concerned was raised about measures taken to prevent or at least lessen the
possibility of an event of this nature occurring in Tequesta.
4
Michael Flattery of Gee & Jensen address the Board on the internal securities and the
safeguards that have been incorporated to secure files and the limited access to offices
housed within the building.
It is understood that a perfectlp safe building is not possible due to the many factors that
shape and dictate the development of the site and building. Mr. Fiattery took note of the
security concerns and will wait for further direction from village council.
Staff is recommending the approvai of the site plan as submitted. All the necessary
information has been submitted and is on file in the departrrient of community
development.
Staff has determined that the site plan, coupled with the parking variance, is in compliance
with the intent and spirit of code.
Comments & Notes:
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� INTEROFFICE MEMORANDUM
TO: PLANNING & ZONING BOARD
FROM: JEFFERY C. NEWELL
. SUBJECT: LPA & REGULAR ME$TING
DATE: 3/10/2005
CC:
Local Planning A�ency Hearing
This is a required hearing for the PZ Board to hear the proposed ordinances and also fox atty
public comments concerning the amendtnents to the comprehensive plan and future land
use map.
� '1"his is a standard procedure that is required bp Florida, Statues.
� � Site Plan Review for Village Hall
' The design team for the project will be giving a presentation on Village Hall. Thep are
available for anp questions that qou map have.
vil]age Hall is a"Special Lxception Use" in the C1 conunercial district This use will require
� the approval of Village Council and this application is currendy being prepazed for Villa.ge
Council's review.
� Unitp of Tide of the property is currendy being prepaxed to unify the parcels of.the Public
Safetp Building anci Village Hall. Village Green Park will remain intact and no alterations ox
�modifica.tions will occux at this time,
At present, there is an existing parking variance tha,t was granted to the public safety facility.
Under the new configuration the variance will be reduce. I will present this at the meeting.
The overall compliance of the site is in compliance with the village's codes.
The landscape plan was not available for your review, due to, la.st minute changes that were
made to the relocation of Village Hall on the site. The landscape designer will be presenting
the lattdscape plan at a la.ter date.
Additional infor�nation will be provided during the presenta.tion.
�
Memo�andum
To: Jeff Newell, Community Qeve t'�ctor
From: James M. Weinand, Fire �hi
Date: February 4, 2005, 2005
Subject: DRC review comments for t proposed VI{age Ha{t Project
1 t�ave reviewed the proposed �Ilage Hali project and offer the following comments:
1. Untit I see the final site pl�n, I cannot evaluate the site for proper fire apparatus
acxess and firefighting o�erations. Since the buiiding is equipped with an
. automatic fire sprinki r system, the fire I�n.+e requirement is waved. I would
request that, for safe�y purposes, the si�e . p1an configuration limit the need to
badc up fire apparatus.
2. Water supply for the project must be capable of providing the required fire flow of
2,250 gallons per minute as required by the Insurance Service Office (ISO).
. 3. .The automatic fire sprinkler system shall be supervised, and designed in
aarordance with NFPA 13.
4. A freestanding fire department connection and. proper signage shali be provided
� to the fire protection systems,location to be determined by the fire department.
. 5. Fire alarm systems shafl be provided in accordance with NFPA 101 and NFPA
72. �
6. As-built drawings will be provided to the fire depar..�et�t in the fo{lowing format:
one full size set, one 11" by 17A set and by electroni� Au#o�AD format.
7. �Key access box needs to be provided.
. �
If you have any further questions, please do not hesitate to ask.
M:1Administration DocumentslFire Pr�ven6on FileslDRC ReviewslVillage Hall.rtf
OF �.F
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V ��
� � .
- TEQUESTA UTILITIES
�:
� o� DEPARTMENT MEMORANDUM
�� ��
9� �o . � �t
TO: JEFF NEWELL, BUILDING OFFICIAL
� FROM:' RUSSELL K. WHITE, PUBLIC SER�ICES MANAGER J� ��
SUBJECT: VILLAGE HALL / COMMENTS
DATE: 2/10/OS
� After review of the above subject, I have the following comments:
. • Developer must file NOI � with the Florida. Department of Environmental
Regulation.
• If separation allows, I would like the water main on the east side of the project to
be placed as far to the east as possible. �
• � All materials will meet Utility Department standards.
• All inspections will require 48 hours notice.
� � All piping under the pavement will be DIP.
� Only RPZ type backflow valves are allowed.
�� � Add valves as noted on plan.
, .• You could possibly reduce the pond size, adding more grassy area, by using
� exfiltration on the drainage system.
� fhakr bt�. l•S o 2 ;w4b.,.
� Please feel free to contact me with any questions you may have.
I N T E R
0 F F 1 C E
To: Carol Lux, Planner
From: Lieutenant D.3. "Rick" Ricciardi, Accreditation Manager
Subject: Village Hall DRC
Date: August 17, 2004
The following items are noted as concerns and/or comments: .
1) Parking appears to below code requirements.
2) Reception area not secure, §hould have a physical separation between employee and
� visitor.
3) General building security is low and�permits access to offices without challenge or
physical bazriers.
. 4) File storage adjacent to H.R office is vulnerable, window could permit entry ancUor
� weather intivsion which could result in missing or damaged rECOrds.
5) Copy machine is housed with central records permitting access by an unlimited
number of employees. This would present a problem with state and accreditation
staadards that pertain to the privacy and security of records. . .
, � How much power is going to be required for emergency outlets and light1��'�ii"�ie . .
Village Hall ?Will the Publio Safety facility emergency genera.tor be capable of handling '
the additional load? } �
r •
� � .
� VILLAGE OF TEQUESTA �
r Post Oflice Box 3273 • 250 Tequesta Drive, Suite 300 �
• Tequesia, Florida 33469-0273 • (561) 575-6200
*. ,�
�
Fax:(561) 575-6203
M � y
September 20, 2004 �
RE: Tequesta Village Iiall
To Whom It May Concern: � �
This is to authorize Gee & Jenson, a division of CH2MHill, to act as the Village of .
� � Tequesta's agent in the submittal of plans and specifications for construction of Village
Hall. .
If you require additional infortnation, please contact Robert Garlo, Assistant Village
Manager, af 575-6203. � "
. � Sincerely,
: .�-�„� .
� � Michael R. Couzzo, Jr.
� Village Manager, Village of Tequesta
' . P/Administration/Couzzo/authorizatian Village Hall �
Recycled Paper
jo�s
F ��R Flagler CenterTower; Suite 1100 MailingAddress
JQ� 505 South Flagler Drive Post Office Box 3475
& C )1 VBBS� P.�. West Palm Beach, Florida 33401 West Palm Beach, Florida 33402-3475 .
Attorneys and Counse[ors Telephone (561) 659-3000
John C. Randoiph, Esquire
Direct Diai: 561-650-0458
Direct Fa�c 561-650-0435
E-Maii: jrandoiph@jones-foster.00m
. February 23, 20�5 � .
Mr. Jeffrey C. Neweli . � . ' '
Director of Community�Development � �. . � .
� � �f �l�t�� o{ T�C��°iS�c� _ . � �
- Post Office Box�3273 . � � - : . �- � � . . : - . .
� Tequesta, Florida.�33469-0173 � � � . � � �
�Re: Village of Tequesta �
. 357 Tequesta Drive Unity of Title
� � � � Our File No. 13153.1
. Dear Jeff: �
. �.� �: Enc{osed for�execution is �he Unity of Title f�r the �Ilage Hali Center.� Please be sure to
,� . attach the IegaF description approved by Dan. Daily as Exhibit "A". Once the Unity of
� Title is executed, return the original to. me and I will record it in the public records of �
� •Palm Beach County.
.: ��: Please cali me if you have any questions: .
� � � . � Sincerely, �
:: ..:�,J.ONES, FO TEf�, JOHNSTON &'ST�1�BS; P.A. , � � . .
. . � ohn C. Randolph . . . . � � .
. . . JCR/ssm � � � -
�Enciosure �
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. ..} . . .. ..... �z�.iY_.k' �r �`tS::' � YE'!� . ��i.�.i?ETyS��'b ..S�t� . . •. ' .. .. ...... :�-�
. . . � . . . . » d .._ . . ' ,. �.
. ' � . � • � . www.jones foster.com
RREPARED BYIRECORD AND RETURN TO:
.fOHN C. RANDOLPH, Esquire �
. Jones, Foster, Johnston, & Stubbs, P.A:
� Post Office Box 3475 � � � �
� West Palm Beach, �Florida 33402-3475 � � � �
WILL CALL 85
� UNITY OF TITLE
WHEREAS, the �Ilage of Tequesta is owner o# that rea! property described in
Exhibit "A" attached hereto; and � �
. WHEREAS, it is the intention of the �llage to construct a�l(age Ha!! on �a
� portion of said property inc:orporating said �Ilage Hall with the �Ilage of . Tequesta �
�..� Public Safety. Facility and Memorial Fountain � Park so as to provide a centralized civic
� center and recreation area for the��liage; �and . �
� � WHEREAS, in consideration of the issuance of permits for construction. of said
� facilities on these properties: and for other good and valuable consideration, the Vllage � .
��of Tequesta hereby agrees to restrict the use.of the properties described herein in the� �
fol(owing manner: � . �
� . � 1. . That said property shail be considered as one piot and parce! of land and �
� �that no portion of said plot and� parcel of land shali be sold, transferred� devised or
� � assigned separately except in its entirety.as one plot or parcel of land. �
.�� �.� 2. That this condition; restriction and limi#ation� shall be deemed a covenant
: �..� running with . the land� and � shall remain in full force and efifect, and binding upon the �
�.� �undersigned, their heirs and assigns �until such fime as the same ma� be released in . .
�� writing by tMe �Ilage, .pursuant to the approval of th� �Ilage Council.:�
: � . � 3...� . :°1'ti�t�:�#tai�':.ir�st�i�ii:�i`�"�':��.�i�1����`:�`�cbrxi����ir��tk��:=����'���'�iri#���i���R'��i ; .
� � � .Beach �Counfy, � Florid`a. . . . .. , � � , . . . . � . . � � � � , � �.. . .
� � . � . . � Signed, sealed, .executed and acknowledged on this day of , � �
2005 at Tequesfa, F(orida. �. � �
Signed, sealed and delivered in the VtLLAGE OF TEQUESTA
presence of: �
By �
. �lilitness .Its
Print Name: �
ATTEST:
�tness �Ilage Clerk
. . Print Name: � �
� . �STATE OF FLORIDA � .
. COUNTY OF PALM BEACH
� � The foregoing instrument was acknowiedged before me this day of �-
. 2005� by and
� � � , the . and �Ilage Clerk respectively .
��.�:,�� of the uiLLAGE OF TEQUESTA, �FLORIDA, �who are personally known to me or who �
�. have produeed � � as identification and who did take an oath�.
� � . � . . . Notary Public . �
� Print Name � �
� � My commission expires: � .
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F. RECREATION AND OPEN SPACE
1 Data
Reuuirement �
(a) Data which identifies existing public and private recreation
sites and open spaces available to the public.
Summarv
At the time of the EAR, the Vi.11age continues to own two (2)
neighborhood parks; Village Green and Constitution Park which both
have activ ive recreational o ort nities available to the
publ ic . -
� an ounta�in.� Constitution�Park was expanded in size with the�
annexation of a small lot and by �he� leasing ot the
Jupiter/Tequesta Citizen Involvement, Inc. facility. With these
additions, Constitution Park is now 3.93 acres in size with a
variety of facilities and opportunities (2 playgrounds, heart
trail, volleyball, basket ball, benches, �shade trees, on-site
parking, and other activities) . �',�Ze6a
Coral Cove Park remains a community park offering a variety ot
recreational opportunities. This Atlantic Ocean park is still
operated by Palm Beach County._ An area north and adjacent to the
park was annexed into the Village in 1992. With this annexation and
�.addition to the park, Coral Cove Park is presently 8.6 acres in
. size. The� annexed area is used for additional parking while
providing additional beach area to the park.
In addition to the_parks identified above, there are presently
�various other public recreation and open space areas located within
the Village.. There are nearly fifty (50) acres of Federally owned
lands located east of U.S. Highway 1 and north of CR 707. Since
adop�ion of the Comprehensive Development Plan, the status of this
parc.el has changed. The Coast Guard no longer operates this land
area. Rather it has been turned over to the Federal Department of
the Interior, Bureau o� Land Management. The Bureau has indicated
to the Village that it intends to mainCain this fifty (50) acres in
- x.es.�x�r�ti:an—a ' -�� P-�7 :a,3:3�a,��,�
investigating, with the.Bureau, the possibility of using a portson �
of �his property for a civi.c/cultural center, locally referred to
as "Camelot". Negotiations are curren�ly �ongoing between the
Village and the Federal Government.
The three (3) open space easements established in the Tequesta
Country Club area off of River Drive and abutting the Northwest
ForJc of the Loxahatchee River remain in tact. These easements
� continue to provide access �o the river primarily for passive use;
however, one (1) of the easements continues t� be used for a boa�
ramp and dock facility.
3
� III.61
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Kimley-Horn �
and Associates, Inc. �
� TRA�FIC IMPACTANALYSIS �
� : .. .TEQUESTA VILLAGE HALL
� � �VILLAGE OF TEQUESTA, FL � � �
� �� . � Prepared for: � � . . .
; ; .� � �illage of Tequesta. . � �
�� �' . . � Tequesta, Florida �
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i. � , � '. 040097012
February 2005 . . � �
• � . �Kimley�iorn and Associates, Inc. �
t " EnSu►aering Business Number CA00000696 . .
_.1 4431 Enbarcadero Drive � . � .
West PaLtt Beac�, Florida 33407 : .
• , . . . 561/845-0.665 ZEL • - . �
561/863-8175 FAX � ' � � % . '
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redexi�k'"�Y. Se�tiva�;`�':E:."�;
� . . Florii��ge�is"tration l�um'�e*`2g403.
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�.l � � and Associates, Inc.
. � , .
� � TABLE OF CONTENTS
SE� PAGE
� ' . INTRODUCTTON ..........:...............................................:..............................1 - .
- ' � IIdV�NTORY AND PLANNING DATA ..............................................................3
� � � PROJECT TRAFFIC .........:........................................:...........................................4
. � Traffic Generatioa .....................................................................................4
. . Traffic Distribution .....................................:..............................................4
� � . Ti�a#�ic AssiBament .................................................:..................................6
� . � � � ASSURED AND PROGR,AMM�D CONSTRUCTION :......................................8
. � . .
.. � � � .PERFORMANCE STANDARDS :......................................................:..................9
. � Part One - Intersection Analysis ................................................................9 .
` � � � � Part Twa = Linic Evaluation .............................................................:.........9 � .
� . � . � � Tcst 2 .:..........:..........................................................................................10
. . •- � �� � �DRIVEVi�AY CLASSIFICATTON AND TURN LANL� REQUIREMENTS.......11 .
• �• . . CONCLUSION .....................................................:.:............................................13
.,
� � APPENUICES ..................:.......:.................................................FollowingPage 13 .
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� � . 040097012-0205 Pagei
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a= �'�j Kimley-Horn .
L1 and Associates, lnc.
L �ST OF FIGURES
. F%qure Na Title � Paae .
. . . • . 1 Site Location Map .................................................................:.....:2
. . . 2 T�c Assignment .......................................................................7
- � � . 3 Driveway Volumes .....................................................................12
. �. � � � � � � � LIST .OF TABLES �
. . Tab_ Title . Pa e �
. . . . . � � .1 � Trip Generation ...............................................................:............5 � .
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040097012-0205 - Page ii
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a � fGmiey-Horn
� ❑ and Associates, Inc.
� � INTRODUCTION �
This analysis has beea prepared to evaluate the traffic impacts associate�l with the
expansion of the Tequesta Village Hall complex loca.ted on the north side of ..�
� � Tequesta Drive just west of Old Dixie Highway in the Village of Tequesta, Florida. �
. �The proposed development plan includes an additional 16,082 square feet of
�.� � � �: government building. Currently, the site contains 20,292 square feet of government
� ��buildin� thus creating the proposed 3 6,3 74 square feet of government complex. The
.� � � location of the site is illustrated ia Figure 1. .
r •
�. . ..Kimley-Horn and Associates, Inc. was r�tained to prepare a traffic impact analysis for
� � the project. This document presents the methodology used and the findings of the
� �� � � � h�affic impact analysis which wa� conducted in accordance with the requirements of �.
��.�� � � � the Countywide Traffic Performance Standards of Palm Beach County. The analysis
, � � . used current data. available from Palm Beach County. A buildout year of 2p07 was � '
: . analyzed for the proposed complex.
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040097012-0205 Page 1
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� MARTIN COUNTY �y � �. O
PAI.M BE�ICH COUNIY - '___�_��,--_•—__--�_�—__—___.•�._ _�_.._.__ _-___. . p
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� Q FlGURE 1
TEQUESTA YILLAGE HALL
� . . . SiTE LOCATION MAP
NOT TO SCALE ��❑ �m�''�� �
� t and Assodates, inc.
o<oos�o�2
r�°f nc-� r.e oo, mos txupm ex��aan.w.e
� � Kimley-Horn
�� andAssociates Inc. . .
1
. INVENTORYAIVD PLANNING DATA
� � The� data used in this analysis were obtained from Palm Beach County. The data
� included:
� � ■ 2004 peatc hour traffic volumes �
. � ` ■ Historic traffic count data
� � . � * Roadway geometrics .
� �� ``Site data for the Village Ha11 Complex was provided by CH2M Hill. The proposed
.� �' . �. development plan is to construct 16,082 square feet of V�llage Hall, thus tptaling
. ��� �� .�•36,374 square feet of government buildings on the overall site. The existing
� �. � development consisting of the 2U,292 square feet Puhlic Safety building has lieen in
�� � � existence for less than five�years. Prior to construction of the Public Safetybuilding,
�� � �� the site included a 11,628 square foot government facility. Thercfore, the entire site �� .
� �� �is subject to concurrency for the 36,374 squace feet of government complex. .
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� 040097012-0205 ' p�� 3
� . Kimley-Horn
a� Q and Associates
, Inc.
� �PROJECT TRAFFIC '
� � � The da.ily and peak hour traffic generation for the development was based upon trip
. . generation rates published by and accepted by Palm Beach County. The proposed
�. . total site is expected to generate 1,016 external daily trips, �80 a.m. peak hour trips
� . � and 104 p.m. peak hour trips with the p.m. peak hour being the most adverse peak
�� � � hour condition. Considering only the net increase� in square footage, results in a net �
�� : . ittcrease of 449 new external daily trips, 35 new am. peak hour trips and 46 new
� p.m: peak hour trips at this site. Table 1 presents the trip generation calculations for
�� ,�. the overall site. For the purposes of this analysis, the trip generation potential for the
. � � eritire site is used for determining the sigaificance and radius of influence of the , �
� . � �� project, whereas the net change in site h�f'ic is used to determine the actual
� . �� � � � operational impact of the expansion. � _
, � Based upon the net traffic generation, it was determined that the maximum radius of
��.. . development influence for Test I of the Tr�'ic Performance Standarils is two miles.
� � � � The Test 2 maximum radius of influeace is one mile.
_ � Tra�c Dis�ribufion �
.,
_ . � .�.� Traffic distribution was determined from a revie�y of the roadway network and travel
.i
� . � tune characteristics along with the various attractions. The distribution in the
., .
� immediate vicinity of the project site according to cardinal direcnon is:
S
♦. ) .
i� NORTH - 20 percent
� . SOIJ1�i - 35 percent
� � WEST - 25 percent
EAST - 20 percent
,`� �
� � � 040097012-0205 page 4
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TABLE 1
TEQUESTA VII,LAGE HALL
TRIP GENERATION
' �aad Use Intensity Daity AM Peak Hour PM Peak Hour
Tri s Total In Out Total In Out
Ezi§tin� Site Traflic
Government Office Complex 20,292 Sq.ft. 567 45 40 5 58 18 40
Subtotal 567 45 40 5 58 18 40
�. . Pronosed Site Trxflic
� �.' Government Office Complex 3b,374 Sq.ft, 1016 80 71 9 104 32 72
�. � . SubEotal � 1,016 80 �1 9 104 32 72
� A Trips Su6ject to TPS Concurrency 449 35 31 . 4 46 14 3Z
� Note: Trip gareration was catculated using the following data:
Daity Ti�affic Generatiott
� Government Officc Complex [fTE 733] = T= 27.92 trips 1,000 sq.ft.
� AM Peak Hour,Traffic Generation �
. : '. Government Office Complex [fTE 733J = T= 2.21 tiips per 1,000 sq.ft.; (89'/o ia, 11% out)
• PM Pesk Hour Traffic C3eneratioa
. (3ovemme�t Office Complex [TI'E 733] = T= 2.85 trips per 1,000 sq.ft.; (31 % in, 69'/a out)
. p:1040019701?I�igen 2.x/sldrjp�en 2/1�1005IO:1S . .
. Capyrfght O 2005, KhnTey-Norn andAuociates, InG
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. Tra�c Assignment � � �
�• � The distributed trips for the project in 2007 were assigned to the surt�oundirig � �
� roadway network pmposed to be in place in 2U07, in terms of a.m: and. p.m. peak �
� hour external trips. Figure 2 illustrates the project assignmen� ��
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MARTiN COUNTY C011NiY IJNE R0. �
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� � FlGURE 2
TEQUESTA VILLAGE HALL
4� TRAFFtC ASSIGNMENT
, NO? TO sCALE ��❑ !Gm(ey-Hom
� � and Assoaates, Inc.
040097012
P� flC 2 f�6 10. 4005 477an 6v u,... w.a
� �� Kimley�Horn � .
� and Associates, Inc.
� PFRFORMANGE STANDARDS
� �The requirements of the County wide Traffic Performance Standards Ordinance
� : �(TPSO) includes two parts which nced to be met to achieve concurrency.
. � � � Part One — lntersection Analysis �
� �� :. An analysis was undertalcen formajor signalized intersections nearest to the project.
�n this particular case, only the intersection of Old Dixie Higliway and Tequesta
' �.. . Drive was analyzed, because no other major intersection exists on the adjacent link of
. � � Tequesta Drive. The intersection was analyzecl using the Critieal Sum planning �
- . �� methodology as outlined in the 1985 Highway Capacity Manual (HCIvn and
. ���� provided for in Palm Beach County's Tiraffic Performance Standards. The �
.. �.. .� Appendix has the results of the analysis showing the intersection of Old Dixie •
� � .� � Highway and Tequesta Drive will satisfy the Critical Sum Attalysis criteria. ..
� � ParE Two - Link Evaluation
: .�. A twaway peak hour link performance standard evalua�ion was undertaken for each
.� ��_ � link itt the study area considering the total two-way peak hour traffic volume and the
.� . roadway laneage to be in plaoe in 2007. An. historioal growth rate of at least one �
� � � percent was applied. • � .
_: � . Project traffic and total traff'ic for botli a.m. and p.m. peak hours for twaway peak .
� hour conditions .are shown in.Table 2. All significantlyun.pacted links will meef the
�� . Test 1 Standard set forth by Palm Beach County Traffic Engineering. Therefore, no �
further analysis is required on the links. �
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• 040097412-0205 Page 9
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� Test 2 .
. � The total daily trip generation for this project is expected to be 1,016 daily trips. �
��None of the roadway links adjacent to the site are included in the Test 2 list of
� deficient links. Therefore, t�e project meets the requirements for Test 2. �
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� 0400970i2-0205 Page I i .
� . . .
� Kimley-Horn
� � . and Associates, Inc.
� _ DRIVEWAY CLASSIFICATION
AND TURN LA11�(E REQUIR,�E`MENTS
Driveway Ciassification , �
, � According to the Palm Beach County "Guide Parking Lot and Street Access Design
��- Criteria and Standards", it is necessary to classify project entrances as minor,
� � � inte�nediate, or major according to the following criteria:
.� �� 1• Minor - Provides for a maximum average daily tra�c of 500.
,
� 2. �Int.amediate - Provides service for a maximum average daily tra1�'ic from
' . SO1 to 2000. .
�� � � . 3. �Major - Provides service for a maximum average daily traffic greater than
� 2,000.
�. � Using fihese oriteria, the full access driveway at the center of the site on Tequesta .
• Drive will be considerad an inte�mediate driveway. The ingress-only driveway on �
-: �� . the western edge of the site will be considered a minor driveway.
� . � Turn Lane Requirements . . �
:; . . . . .
-,
� Figure 3 illustrates the proposed project's AM and PM peak hour volumes assigned
F . � .�: to �the project driveway. Palm Beach County access design standards require a left-
. .E
� � . turn lane when inbound peak hour left-turning traffic is 30 vehicles or more. A right �
.}
! �.. � turn .lane is required when inbound peak hour right turning traffic is 75 vehicles or
..i
�� more. Based on these critexia, no turn lanes will be required at the project driveways.
._.� .
�� � .
_�
040097012-0205 Page 12 �
�
SI TE
� � . 76 940 .
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- � LEGEND �
�
'�� � 46 AM PEAK HOUR YOLUME
� � (21) PM PEAK HOUR YOLUME
940 DAIIY TRAFFIC YOLUME
�.� Q FlGURE 3 �
TEQUESTA VILLAGE NALL
� � DRfVEWAY VOLUMES
NOT TO SCALE . ❑�� ��eY-Hom
� and Associates, inc.
� o400s�o�2
►:Wwo�o�otz�awo\icQ-wt-tuu,e, nca t�.e ta toos ��„ eX Aaan.w.e
. � � Kimley Horn
�� andAssociates, Uc. .
� � � APPEND/X
., . . . . . .
.., . � � �
.; .
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� INTERSECTION AIVALYSIS SHEET
� TEQUESTA VII.LAGE HALL
. TEOUESTA DRIVE & OLD DIXIE ffiGHWAY
(Exis�ng Geometry)
C'r°wt}' Rate= 0.46% �
. Peak Season = lA2 ' � �
$niidoutYear= 2007 ..
� Years = 6
• AM Peak Hour � �
Intersection Volume Devebpment
Northboaad• Southbound Exst6ound Westboand
LT T6ru RT LT Thra RT LT Thra RT LT Thru RT
_ Bxistiug Volume (I1J10/01) 85 167 40 23 382 28 54 213 201 46 150 19
Peak Season Volume 8T 170 41 23 390 • 29 55 217 205 47 153 19
��'°�Ad 89 175 42 24 401 29 57 223 211 48 157 20
� �% Ptoject Tnt�ic 40'/ 20'/0 20"/. 10'/ 40'/a 10'/.
�� �� � in out out out ia
Project Tnflic 12 6 t 0 2 3
•• S°btotal 101 175 42 24 401 35 58 223 213 48 160 20
RTOR Reductioa .
. Tota! 101 175 42 24 401 35 58 223 Z13 48 160 20
. . Critica[ Volame Analysis
Alo.ofLenes 1 2 <0 1 2 <0 1 1 1 1 1 <0
- Volume 318 46p 494 228
'�. Pa Laae Yolume 101 109 0 24 218 ' 0 58 223 213 48 180 0
: � � (?v Reductian 0 0 -101 . p .
. Net Pa I.�ne Volume 101 109 0 24 218 0 � 58 223 112 48 180 0
.�� N NB LT+SBTH= � 319 SB LT+NBTH= 133
• � K'� �a� BB LT +WB TH = 238 WB LT+ BB TH = 271
. : M�udmum Crittcai Sum � 319 + Z71 � Sgp
.. � STATU5? � UNDER
,
#� �
� PM Peak Hour
:; .
� Intersection Volume Development .
s : � Nortlibound Southbound Eastbound Westbound
! LT. Thru RT LT Thtu RT LT Thru RT LT Thru RT •
_'` Bxisti"ngVolwne(11/l0l'Oi) 139 288 68 49 227 67 71 214 155 74 242 57
Pealc Season Volume 142 294 69 50 232 68 72 218 158 75 247 58
' ���d 146 302 T1 51 238 70 74 224 163 78 254 60
� % Project Traf�c 40'/ a ,
�� 20% 20°/v 10% 40'/0 10%
�� 1 II in out out out in
_ . Projoct Traffic 6 � 3 6 3 13 1
`� Subt°tal 152 302 71 SI 23$ 73 80 227. 176 78 255 60
RTOR Reduction p p p 0
Totai 152 302 71 51 238 73 80 227 176 78 255 60
( � Crftica[ VolumeAnalysis
.J
No. of Lanes 1 2 < 0 1 2 < 0 1 1 1 1 1 <0
) ach Volumc 525 362 4g3 393
- � Pa Lane Volume 152 I51 0 51 119 • 0 80 227 176 78 Z55 0
Ov�a 3�duction 0. 0 -152 0
Piet Per I,ane Volume 152 151 0 51 119 0 80 227 24 78 255 0
North-South Qritical NB LT + SB RT = 271 SB LT �+- NB TH = 202
� East-West Cri6ca1 EB LT + WB TH = 335 WB LT + fiB TH � 305
�� Maximum Critica! Sum 2��
. + 335� = 606
1 p:104001970121([geaxlsJtegues�a&olddixle 2/70/2005 9:03
_J .
Ro -Fisher Associates Inc. Landsca e Architecture
381 Tequesta Dr � & Land Planning
Tequesta, FL 33469
Te1: 561-747-3462
Fa�c: 561-747-0281 '
Webpage: Rov-fisher.com .
Mr. Jeffrey Newell
Director of Dept. of Community Development
P.O. Box 3273
Tequesta, FL 33469-0273
� February 18, 2005
Dear Mr. Newell: �
� It is my understanding that the DRC submitta.l is to take place today, Friday, Febniaiy 18, 2005 for the recently revised
Tequesta Village Hall Building. We reget to inform you that our offce cannot supply landscape drawings today but would
like to make the following recommendations.
� We hope that you will consider the reviewing the Village Town Hall Building and the Village Town Hall Parking lot as
separate.projects. We have drawn to date, three different landscape plans for different versions of the Town Hall Site. In
each of these landscape plans the parking lot planting pallet has matched what is already planted in the Public Safety parking _
� lot with the exception that we used some curved sabals as accent palms. The parking lot layout for the most recent version of
. the site plan is very sunilar to the recent landscape plan that we submitted and our approach to the parking lot would be
�. exactly the same for the new site layou� We respectfully request that in the interest of saving the Village money in
additional fees for further changes, that the previous landscape submitted for the parking lot is considered until a. site plan is
� finalized.
The Village Town Hall Building has had a different approach on each of the designs that we have completed. With each new
�� site plan the relationship of the building to the Public Safety Building, the frontage on Tequesta Drive and the approach from
the parking lot has changed which has called for different design approaches. This is further complicated by the relationship
.that the building has with the .Village Green. While I understand that the Village Green is not included with the Village Hall
building project, I urge you to consider, at least in a prelnninary design, how the building relates to the Village Green and the
� community beyond It would be ideal if tbe plantings around the building established its presence in a cohesive park design,
. even if the park was constructed later.
I. have attached some recently taken photographs of the Village Green. The paving has become cracked and is crumbling, the
benches should be replaced, anii the fountain needs the stone work repaired. Part of the current project is considering a
Memorial Site in the Village Green. I respectfiilly suggest that it would truly be more value driven if the entire site was
considered holistically rather than a piecemeal approach to the building and memorial set into the Village Green that could
� use refurbishment.. • � �
: I have. attached a proposal for preliminary design of the Village Green that hopefully would tie all these elements together. I
_ recommend that a preliminary design be approved and then the �final.planting and irrigation plans be prepared for the Village
Ha11 Building Construction Project. Considering review and Construction time there should be ample time to accomplish
this preliminary design as well as the Landscape and Irrigation Construction Documents for the Village Hall building before
� the time for landscaping the building has arrived. .
� Please don't hesitate to call to discuss this matter or if you have any questions.
• Bes gards,
�
�
onnie Roy-Fisher .
C:1Documents and Settings\Connie�DesktoplHead top Stationary.doc . � 1
�
� � �
� VILLAGE OF TEQUESTA �
'�' Post Office Box 3273 • 250 Tequesta Drive, Suite 300
r T uesta, Flerida 33464-0273 •
s . *`,, . �l (561) 575-6200
� Fax: (561) 575-6203
ti co
September 20, 2004
RE: Tequesta Village Hall �
To Whom It May Concern: �
� Tlus is to authorize Gee &�enson, a division of CH2MHill, to act as the Village of .
� Tequesta's agent in the submittal of plans and specifications for conshuction of Village
Hall. . �
If you require additional information, please conta.ct Robert Garlo, Assistant Village .
Manager, af 575-6203. . . �
.� Sincerely,
: . �'8 � .
� �. Michael R. Couzzo, Jr. `
� Village Manager, Village of Tequesta
� . F/Administration/Couzzo/authorizarion Village Hall �
Recycled Paper
SECTION 1: GENERAL INFORMATION
Contact Information:
Project Name: Tequesta Villa�e Hall
Project Address/Location: �57 Tequesta Drive (just east of Seabrook Road, on the north side of
Tequesta Drive) .
Property Owner: Villa�e of Tequesta
Applicant's Name: CH2MHILL
Applicant's Address: One Harvard Circle, West Palm Beach, FL 33409
Applicant's Phone #: (561) 515-6500
Applicant's Fax #: (561) 515-6502
Contact Person: Michael Flatterv
Contact Person's Phone #: (561) 515-6577' �
Contact Person's Email Address: mflatterQch2m.com
Other Applicable Contact Names, Numbers & Emails: john Lindgren, AICP �
. � �561)515-6589
Tohn.Lind�ren@ch2m.com
Property Control Numbers: 60-42=40-25-10-003-0000 & 60-43-40-30-00-000-7230
Developer/Owner's Name: Village of Te uesta
Authorized Agent's (AA) Name: Sarne as A�licant
AA's Phone Number: Sarne as A�plicant
� AA's Address: Same as A�plicant
AA's Fax Number: Same.as Ap l�� icant .
� AA's Email Address: Same as Ap licant �
�ther Applicable AA Numbers: Same as Applicant
� Date: January 31, 2005 Page 2
Site Da�a Summary:
1) Gross Acreage: 4.51 acres or 196,600 sQUare-feet
2) Total Open Space (SF &%): 2.18 acres or 95,000 square-feet (48.3%)
3) Total Lot Coverage: Impervious Surface (A11 paving, walkways, patios, decks, etc.) (SF &%):
2.13 acres or 92,649 square-feet (47.1%)
4) Lo�t Coverage: Pervious Surface or Green Areas (SF &%):
A) Within All Paving Areas: 0.05 acres or 2,000 square-feet (1.0%)
B) Remainder All Areas: 2.33 acres or 101,861 square-feet f51.8%)
C) Total Lot Coverage: 2.38 acres or 103,861 square-feet f52.8%)
�5) Units Per Acre: N!A — residential is not proposed
6) Total Paving Within Parking Areas (SF &%): 1.48 acres or 64,269 square-feet (32.7%)
� 7) Calculation of Parking Spaces (Indicate Handicapped Spaces): 117 (includin�5 handica� spaces)
8) Number Required By Zoning District (Indicate Handicapped Spa�es): 122 (including 5 handicap
_ s aces
9) Total Gross Square Footage Of All Buildings: 36,374 square-feet (or 0.84 acres) �
10) Breakdown Of Buildirig Square Footage By Floor, Buildings, Type Of Use Etc.:
� . Existin� Public Safety Buildin�20,292 square-feet
Progosed Village Hall: 16,082 square-feet
11) Building Height (Stories and height: calculated using half the height of a sloping roo fl:
1-story/27 feet and 1.5 inches �
12) Zoning District: _Nei�hborhood Commercial District (G1)
13) Description of Adjoining Properties (Include their Zoning District):
North: Single-familv residential development & Good Shepherd Episcopal Church — R 1
� (Sin le-� familX dwelling district)
South: jupiter in the Pines — R-1(Sin le-family dwellin� districtl
Date: January 31, 2005 Page 3
East: Siri�le-family residential develo�ment — R-1 (Single-family dwellin� district, and Blair
House West — R-2 (Multiple-family dwelling district)
West: °Galle� Square North" commercial site — G1(Neighborhood Commercial District)
15) Floodplain Management Considerations:
a} Zone Designations: C � �
b) Base Flood Elevation: 8.5 feet, and 18 inches above the crown of the road �
c} Proposed Finished Floor Elevation: 14.25 feet
d) Coastal High Hazard Design Considerations: N/A - site.does not fall within coastal high
hazard zone
16) Signage: Master Sign Plan Required: include a summary and rendering of all on-site signs �
including directional signage, wall signs and freestanding signs. �
� a. Number of Freestanding Signs: One (1) existin� monument si�n (copy to change), and two
. (2) buildin� identification �round si�ns__
Sign Display Area Size (Sq. Ft.): A,�proximately 66 square-feet for the existin�
� monument si�n, and 33 square-feet for_each of the
buildin� identificatiori �round si�ns
b. Number and Description of Directional Signs: See si - g ^ na�e details on Architectural Sheets
� c. Number of Wall Signs: Three 3
Sign Size (Sq. Ft.): �proximately 4.9 square-feet each �
� 1� Landscaping Requirements: % of Native Plantings: Minimum of 60%
SECTION 2: CHECKLIST OF REQUIRED DOCUMENTS
A. Letters of Approval, Perrruits and/or Level of Service Documentation frorn all applicable
agencies. A contact list (not all inclusive) is included with this application for your
convenience. Include a copy of the letter/document with your application. Apply a page
number to the letter and put the page number in the spot provided below.
1) Village of Tequesta Utilities Department: N/A - will be handled by Tequesta staff
2) Village of Tequesta Engineer: N/A - will be handled by Tec�uesta staff
3) Loxahatchee River Environmental Control District (ENCON) : See Pa�e # 9
4) Pa1m Beach County Solid Waste Authority: See Page # 10
Date: January 31, 2005 Page 4
5) Palm Beach County Department of Environmental Resources Management: N A— no
environmental issues re�ardin t� he expansion of this previously develo�ed site
6) Palm Beach County Health Department: N/A - no health issues such as food preparation will
be associated with the governmental facilitv
7� Palm Beach County Traffic Engineering: N/A — Countv review is not rec�uired; however, the
Village lias contracted Kimley-Horn to prepare a traffic anal,ysis, which will be reviewed by the
Village En '�neer - �
8) Palm Beach County School Board (Letter of Determination for School Concurrency): N A— no
residential pro�osed
9) Waste Management, Nichols Sanitation: N/A — per phone conversation with Gary Braswell on
Aug,�.st 30, 2004, Waste Mana�ement doesn't need to review the plans because the location of
. the existin d� umpster is not chan�g, and the access to the dumpster will not be changed.
Furthermore, no new dumpsters are proposed for the ex,_panded area of the munici ap 1 complex
that will include the Village Hall �
10) South Florida Water Management District: See Pa�e # 11
11) Florida Power & Light: See Pa�e #12
12) Florida Department of Transportation: N/A — expansion o�overnmental site does not affect
FDOT roads �
13) Florida Department of Environmental Proteetion: N/A — no state environmental issues
regardin tg he expansion of this previously developed site
14) Adelphia Cable: See Page # 13
15) Be1lSouth: See Page # 14 :
16) Others As May Be Applicable: None
B. Statements, Certifications, Studies and Analyses. Include a copy of the letter/document with
your application. Apply a page number to the letter and write the page number in the spot
� provided below. �
1) Statement of Ownership (Unity of Title, Warrantee Deed or.Purchase Contract) : Title Search
Report and ownership verification; See Pa�es # 16 &# 17
2) Statement. of Character and Intended Use: See Page # 18
3) Letter of Authorization for Authorized Agent of Project (Signed by Owner/Developer): See
Pa�
4) Statement of Compliance with Comprehensive Plan & Concurrency Requirements: See Pa�e
#20 �
5) A Signed and Sealed Environmental Impact Analysis/�tudy: The site has been com�letelX
cleared, and there are no environmental issues re a„� rdin� the expansion of this ,�reviously
� developed site to include a new village hall; however, a�reliminary environmental assessment
was conducted previously on the site, and this assessment is included on,page #21 of this
� � ap�lication. The assessment £ound that there are.no endangered or threatened species, no
wetlands, and no si�nificant sand pine habitat on site.
6) A Signed and Sealed Traffic Analysis/Study: T'he Villa�e will secure this Analysis from Kimlev-
Horn
� Statement Regarding Common Area Maintenance (See page 1189, (3) (e) of Code) : The entire
site will be maintained by the pro�erty owner, which is the Villa e� of Tec�uesta
8) Home Owners Documents: N/A — Villa e� of Tequesta is sole-owner of site
Date: January 31, 2005 Page 5
9) Easements, Grants, Covenants or Other Restrictions to the Land or Buildings: N/A — there are
no easements (other than those shown on the surve�, �rants, covenants or other restrictions to
the land or buildings on site
10) Statement of what pertinent state, local and federal permits are concurrently being sought: No
state or federal permits are concurrently bein� sought, and only those local permits noted in
. Section 2, Subsection A are concurrentl„y being sought
11) Attach DRC Responses (To Be Provided Prior to Council Meeting Submittal): Provided after the
DRC meetiri�b,�a�e staff
C. Plans, Surveys, and Other Requirements. The proposed Site Plan application shall meet all
.applicable regulations and requiremen�s as established in Section X, Supplemental Regulations, .
section (m), Site Plan of the Comprehensive Zoning Ordinance. The tollowing plans and references
to be included in the Site Plan package are provided for your convenience. Please write the page
� number in the space provided.
1) Site Plan (Reference Section X Supplemental Regulations, (m) Site Plan section of the
Comprehensive Zoning Ordinance) : See Sheets C1.1 & C1.2 on Pa�es #23 and #24
2) Boundary Survey & Topography: See Survey Sheets on Pa�es #25 and #26
� 3) Landscape Plan arid Details (Reference Section X Supplemental Regulations, (h) Landscaping
� section �of the Comprehensive Zoning Ordinance: See Sheet L1.1 and Details on Pages #27 
4) Engineering Plans. �
� a. Water: See Sheet C4.1 on Page #2g
b. Sewer: See Sheet C4.1 on Page # 29
c. Stormwater Management: See Sheet C2.1 on Page 30
d.. Paving and Drainage: See Sheet C2.1 on Pa �,�e 30
e. Electric: See Sheets E0.1, E1.1, E1.2, and E3.1 on Pa�es 3]., 32, 33, and 34
f. Cable: See Sheet E4.1 on Page 35
g. Telephone: See Sheet E4:1 on Pa�e 35 �
h. Other: Horizontal Control (Sheet C3.1) on Page 36
� Civil Details (Sheets C5.1, C5.2, C5.3, and C5.4) on Pa�,es 37, 38, 39, and 40
Photometric Plan (Sheet E1.3) — See Page #41
Li�htin� Floor Plan (Sheet E2.1) — See Pa�e #42
. 5) Architectural Drawings and Elevations: See Sheets A2.1, A3.1, and A3.2 on Pages 43, 44, and 45
6) Sign Typical and Locations: See new signage details shown on Elevations on Pa�es 44 & 45 .
� Other, as May Be Applicable: Life Safet,y Plan (Sheet A2.0) on Pa�e 4b
Date: January 31, 2005 Page 6
Copies Required
1) For DRC Meeting: .
A) Eight (8) sets of full size prints, (24" X 36").
B) Three (3) sets of 11" X 17" (must `be legible).
C) Eight (8) sets of all Ietter size documents (i.e.: the completed application, letters
of approval, ownership, traffic analysis, etc.)
2) For the �Planning and Zoning Board:
. A) Ten (10) sets of full size prints, (24" X 36").
B) Five (5) sets of reduced 11" X 17" copies (must be legible).
.C). Fifteen (15) sets of all letter size documents (i.e.: the completed application,
. letters of approval, ownership, traffic analysis, etc.)
3) For the Village Council Review:
A) Thirteen (13) sets of full size prints, (24" X 36").
. B) Ten (10) sets of reduced 11" X 17" copies (must be legible).
C) Fifteen (15) sets of all letter size documents (i.e.: the completed application,
letters of approval, ownership, traffic analysis, etc.)
. Note: �levations should include full color renderings in enough copies as set forth above.
. � Fees .
New construction/additions, renovations/remodeling; based ori cost of work as follows:
$0 to $24,999 ..........................:........�. $425:0(1
$10,000 to $49,999 .............................. $625.00
$50,000 to $99,999 .............................. $1,250.00:
. $100,000 to $199,999 ........................... $2,500.00
APPLICANTS SIGNATURE
. � � �;i . ��
� DATE
Date: January 31, 2005 Page 7
A. Letters of Approval, Permits and/or Leve1 of
Service Documentation from a11 applicable
agencies �
$
Date: January 31, 2005 Page 8
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South Florida Water Management District Approval
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CURRENTLY•FINALIZING PERMIT APPLICATION FOR SFWMD
Date: January 31, 2005 Page 11
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Date: January 31, 2005 Page 14
B. Statements, Certifications, Studies and
Analyses
Date: January 31, 2005 Page 15
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Date: Janizary 31, 2005 ' Page 17
Statement of Character and Intended Use for the
Existing Public Safety Building and the Proposed
Village Hall
The property is owned by the Village of Tequesta, and is currently used to house a
public safety building for the Village, which includes the police and fire departments.
The proposed expansion of the site will include a new village hall and additional
parking. The new village hall will contain the following:
. 1) Council chambers with permanent seating for 70 people, including 8 at the dais,
� 2) Eleven (1) offices,
3) Space for iwo (2) receptionists,
� 4) Two (2) conference rooms and a large work area, � �
� 5) Two (2) men's restrooms and two (2) women's restrooms,
6) Six (6) file/storage/copy rooms,
� One (1) break/vending area,
8) One (1) IT/AV area, and
9} Lobby, pat�o, and plaza..
� The intent of this application is to simply expand the site to include a new village hall
. and "tie" it into the existing public safety building, thereby creating a municipal
complex that will provide the essential services needed by the Village's residents.
Date: January 31, 2005 Page 18 �
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Date: January 31, 2005 Page 19
�Statement of Compliance with Comprehensive Plan
and Concurrency Requirernents
This application complies with all elements of the Village's Comprehensive Plan.
Furthermore, level-of-service (LOS} standards for traffic, sanitary sewers, drainage, and
potable water are all being met. Recreat�on LOS standards are not applicable because no
residential use is proposed with this application.
Date: January 31, 2005 Page 20
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Date: January 31, 2005 Page 22
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PLANNING AND ZC�NING SET
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INDEX OF DRAWINGS
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GENERAL ARCHITECTURAL (coNTiNUeo� :. -., ELECTRICAL � �'�
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T1 COVER SHEET _- *:: . _.. _.., E0.1 ELECTRICAL LEGEND �'� PA
A2.3 ROOF PLAN E1.1 ELECTRICAL SITE PLAN �f � STUART
CIVIL =- fi - ._ � , _ E12 El£CTRICALSfl'EDETAILS �� uP'T�a
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C7.1 EXISTING SITE PLAN - ' .. - -= E1.3 PHOTOMETRIC PLAN =
CL2 PROPOSED SITE PIAN A3.1 EXTERIOR ELEVATIONS E2.7 ELECTRICAL LIGHTING FLOOR PIAN MwMi
C2.1 PAVING, GRADING AND DRAINAGE PLAN A3.2 EXTERIOR EIEVATIONS - E3.1 ELECTRICAL POWER PLAN
C3.1 HORIZONTALCONTROIPlA�J .- E4.1 ELECTRICALCOMMUNICATIONSPLAN
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ARCHITECTURAL ' MAYOR PAT WATKINS l�l
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A1.1 ARCHITECTURAL SITE PLAN V/CE MAYOR GERALDINE A. GENCO 7�7
� 3 V COUNCIL MEMBER RU5SELL J. VON FRANK R ��FRS �
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COUNCIL MEMBER JIM HUMPAGE
VILLAGE MANAGER MICHAEL R. COUZZO, JR.
N.r.s. VICINITY MAP ,
CH2MHILL PROJECT No. 181887
CH2MHILL
ONE HARVARD CIRC4E
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MARCH 15, 2005
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. RESIDENTIAL PCN#: 60-42-40-25-10-003-0000 (1.44 ACRES)
ZONING - R-1 SECTION 25, TOWNSHIP 405, RANGE 42E �
PCN#:60-434030-00-000-7230 (3.07ACRES)
SECTION 30, TOWNSHIP 40S, RANGE 43E Y
_ _ _ _ - - - - - - - - - - - - - - - - - - - - - -, TOTAL SITE AREA = 4.51 ACRES (196,600 SQUARE-FEEn z ��
A � ^ ` I EXISTING ZONING = G1 ("NEIGHBORHOOD COMMERCIAL") & R/OP °; w�
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j ` ' - - _ . ("RECREATION & OPEN SPACE") y � m p�
1 9 B � FUTURE LAND USE DESIGNATIONS ="PUBLIC BUILDINGS & GROUNDS" � x a
7 ' I LL
� ` ` , . . � ` " ' " ' " ' AND "RECREATION & OPEN SPACE" 5 U s0
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( 2 � � FXISTING LAND USE = GOVERNMENT USE, PARK, AND VACANT LAND � �
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PROPOSED � � � � Y S'o-
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GOOD SHEPHERD � AREA I � Ni...
EPISCOPAICHURCH � '- � F ' Qa
ZONING=R-1 I; i i SITE DATA x m oW
SINGLE FAMILY
- � t I RESIDENTIAL Q N�
i; EXISTING PROPOSED TOTAL %OFTOTAL w
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(; s e TOveifia� BUILDING � O a�
m (typ.� I SQUARE-FOOTAGE W � pr
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1 STORY INCHES/7 STORY 1 STORY Q
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� EXISTING "�O NOT ENTER" SIGN � Qg I PERYIOUS AREA r 4w
B I� \ P O I� Hp� IMPERVIOUSAREA Q � 0 �� a
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�___ ,, VISITORS PARKING � I I � I �� LAND DEVELOPMENT REQUIREMENTS FOR
.--- '. NExs'R�cH1' _._.-__ ��.s � C-1 & ROS ZONING DISTRICTS No
� � � • �' PROPOSFA PENCE
_ _ RO I
CUR zw
- j '- �� �'�� -- - REQUIRED! REQUIRED! PROVIDED - � �p
' 3 � I � � PERMITfED IN G1 PERMITTED IN ROS o� � o�
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fi': __ '" I( SETBACK- MINIMUM 15 FEET MINIMUM 25 FEET '^ o
GALLERY SQUARE ; � ' i � OO I FRONT W d� W "� �
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ZONWG � -- i ,:.._- � I � �� o^CURe SIDE �� a a ��� °m
- f SETBACK- 0 FEET MINIMUM 10 FEET
�. I � � I I SETBACK- MINIMUM 10 FEET MINIMUM 20 FEET V w� � � Q O �o
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e7a5TMG � � �I I I HEIGHT x� W� d� w
f: ' . PUB BUILDING� N - MINIMUM 7,500 SQUARE-PEET N/A - 3 (7 � O' = J
: k g I'�.. � LOTSIZE �"'y � d � ��
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( � �°'' .-.. . _ �. `°.. __ _ _ . O I MOT� WIDTH 75 FEET WA H �'` os
C' �• � ' ' � PAVERBRICK � � I�PROPERTYIINE 3 V � __
� • � ' SIDEWALK VILLAGE I I MAXIMUMiOT 40% N/A � rV
�f r MEMORw� COVERAGE
� � � BUILDING ID SIGNS . ; I �
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' i M I N I M U M 2 5% P U A z
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_ �. _ � - � O VILLAGEGREEN-�� I W d
F� °° �`_`-"` EXISTING MONUMENT � EXISTING PARKWG 43 SPACES =
- - SIGN - I �q W
�`: � PROPOSED PARKING 64 SPACES � j�
{ x � ` 7 �� . EXISTING HANDICAP 2 SPACES �� 0
Ot [ --- EXISTING WALK WAYS I P A R K I N G � v W
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SITE PLAN
PROJ 181887 a
1X_30 N __ . DWG �
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STRUCTURE TABLE
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STRUCTURE No. TYPE GRATE El INV. EL. c �
S-1 "C" 11.05 7.25 � _
S-2 "C" 11.15 7.50
S� "C" 13.02 8.00 30 o t5 30 _s ^ � °�
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EXISTING � RETENTION . a
i � RETENTION � AR� � I m �Z
_ � �� HEADWALL = � - - A yk
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m= y HORIZONTAL CONTROL PLAN TEQUESTADRIVE NO. DATE REVISION sY ervv
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TEQUESTA DRIVE --- _ -. coNNecrro exisT before you dig �
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_ __ _ ' _... - -- DATE AUGUST 2004 Q
WATER & SEWER PLAN � - � _ - .-_ -. ._�' ' — '�: " �'"� PROJ 181867 �
_ __ 1-500-432-4770
SCALE: 1" = 30' \ ' .
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HANDICAP SIGN V O
- 6" � ('fYP.) � _
WHEELSTOP
2'OVERHANG CURB � WHERESHOWN
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HANDICAPPED � N�-
- I I� I I SYMBOL (iYP.) ~ �Q
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PAINTED STRIPE
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. PROTECT EDGES OP ASPWLLTTO REMAIN FROM CHIPPING � � � � V �°' °�¢
ANDDEfERIATiON.USEEDGEOFASPHALTPAVT.FOR � 1!2"TOOLEDRADIUS - - fO O.. �Z
REMOVE EXIST. PYMT. FORMING NEW CONCREiE ONLY IF IN NEW AND UNDAMAGE� C�NOITIQN, � - Z�
TACK COAT VERTICAL NEW PVM7 TO MATCH NEW CONC. PAVL � WIOTH AS REQUIRED NO
. SURFACE BEFORE � SAVJCUT EDGE. � W g^ Zw
NEW CONSTRUCTION 12"
� 1/4" TOOLED JOINT �
EXIST PVMT � ASPHALT SLOPE 1!� 4 -- PER F00T — _ �
�- � � �� �-:- � ., o a [�-�-1 ��
= t� w � NEW PVMT � . . � 7a"' c � � �� � �r .: cn ° � �Z
— EXIST. BASE � S i- �E - � . fo � c . `� _ S ° o ¢�
N � NEw eaSE N � ��� � �� 7� a Q� �� �+N
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�' � r _ ;>' S ��'��E i IFAPPROVED BY ENGiNEERiNG DEPL p,�L CURBING TO BE fORMEO OR SLIP x o �� Q w pF
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COMPACTEDSUBGRADE � ' �
I 4 .- 0 „ I FORMED TO ITS FUIL DEPTH AND INSTALLED ,'� � O�� F aZ
i PRIORTOPLACINGLIMEROCKBASE. CURBEGU77ERORGX18"CURB � .y
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PAVEMENT T1E-IN TO EXiSTING PAVEMENT ASPHALT - CONCRETE TRAN51T10N COMBINED SIDEWALK & CURB SECTlON TYPE "D" CURB (6" x 18") TYPtCAL CURB CUT N � x 7 o a °N
C NOT TO SCALE NOT TO SCALE NOT TO SCAIE NOT TO SCA NOT TO SCALE ,3 � � FU
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BETWEENPAVERS SEESPECS. I . _ � S
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2318'PAVERS '� � j _ _ ' . �
'' £ . ., f �,. � ..' / r ,. � � 45" � �
� � ' '' �- '�••, 2 36ARS,5'.6"LONG
31/8'COMPACTE�LIMESTONE W U
SCREENING BEDDING COURSE � _. . •^ . . . - � ° � � �
DRAINAGE SLOTS �
�r coMppereo sueense, se55 O O O O 2" S1 ASPHALTIC GONCRETE (2 PErt sTOP) _ �
MSHTO 180
p O O O O PRIME COAT �
2 HOLES FOR fi4 BARS �
�/\/�/\ \ v � �� � u\ � 8" LIMEROCK BASE 12° FROM EACH END p4 gqRS, 77" LONG(2) �
. EMBEDDED IN PAVEMENT
COMPACTEOSUBGRADE88% NOTE: 12"MIN. �
(nasti'ror COORDINATEPAVERPATiERN. 12 "STABILIZEDSUBGRADE(LBR40) �
COLOR, LAYOUT WRH LANDSCAPE � -
ARCHITECT. - (�j
DATE AUGUST 2004 Q
PAVER SECTION rxo, 181887 �
�TTOS� TYPICALASPHALT SECTION TYPICAL WHEELSTOP ¢
NOT TO SCALE NOT TO SCACE DWG �
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. I 36' MAXIMUM BETWEEN EXPANSION JOINTS � GENERAL NOTES , E „ „ E „ q=
EXPANSION JOINT 1. Endwall dimensions, bcations and positions are for �
round aiM elliptical concrete pipe and for round � ° a , �� 2" 2" � �'_212"
. a� pipe-arch cortugated metal pipe. RourW concrete ° a a �
� � pipe shown.
;� 2. Fronl slope and ditch transitlons shall be in accorda�ce � " a . y
wilh intlex No. 280. - . ° a ;� �� H O
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p� 3. Endwalls may be cast in plece or precast concrete. � � a � 0 O ��
Relnforcing steel shall be Grades 40 or 60. Additional �- w=
NOTE: PROVIDEEXPANSION I 5� I DUMMYGROOVE re�niorcementnecessaryfwhand�itgprecastunits �� m. pH
JOINTS WHERE SIDEWALK ��~-'� CONTRACTION JOINTS `�v O O z x
shell be detertnlned by ihe Contractor or ihe . O� �U
ABUTSSTRUCTURESOR SIDEWALK PLAN - _ � O O
suppliec Cost of reinforcementshall he fnduded in rn V WO
OTHER SIDEWALKS. SCALE: NONE the contract unit price furconcrete, (erWwells). . m c', 0 O o � F
� 4. AII exposed comers and edges of co�rete ere N �
a=
� 1 . to be chamfered 3/4" a O O - W U N
�/g� ��r-- 7/2" �� . 5. Concrele meeting the requirements ofASTM C-478 � . Q a n � 0 � U w�
(4000 psi) may�be used in Feu of Class - concrete a O 0 � J�
in precast kems manuhadured In plants which ere Q¢
a , a �nae� a,� sm�ro o�n� P�«»a�res ro� u,e � O O a m o W
— ,. ` .� . - ' .., ' � , -, - � � � � � tnsPectlon of precast dreinage pinducta. < < ° a a e � Q N � p
� � 8. On ouHall difches with slde sbpes flalter than 1:1 2 a L •C _I 2 N g
-:� �= � ~ .:� provide 20' fransdfona from the endwall to the flatter ^ , ° < f �� o W
CONTRACTION JOINT EXPANSION JOINT S,a�e,�,�+ °° � N o� LL �
SCALE: NONE SCAIE: NONE � 7, F y�ding arou� endwatls see Index No. 281. W y 0�
8. Payment for concrete quantitles for endwalis p�N � q U w?
5,-0„ skewed to the pipe shall be made on the fdlowing - . S ��
basfs: N 1 1!2" � y . � 1 1!2" � - O � f'
Endwall Skew To Pipe Use Tabulated Value - , �� z q ��
TOOLED EDGES (5!8" RAD.) (TfP J 0° W 5° 0° . 2�
z 6° t o 1 5° 1 5° . . � ¢a
� � .� .. - 16°0030° 30° . G �� 6w
��° µ 31°wover 45° ' . } Z o zF
B � 9. Pfpe iength pian quanGties shall be based on the � 2" CL. � d qq � 1Y O.C. . Q a O �� W O
- - 3000 PSI CONCRETE � � � DIMENSIONS Z O V o w x
28 DAYS PiPe end bcations sham in fhe stantlaid bcatlon n." �
4�" THICK conWl end v(ew� or lengfhs based on sP�� � '(YPE «A• •B• •�• •�• •E° . � H� � Q o K
endwall locaf(ons called for In tha plans. O F � �° ��
(6" � DRIVEWAI� "C" 2'-0" 3'-1' 2'-0" 3'-0' 11" W Z p rG O �I=
70. Payment tor pipe in pipe cuNerts shall ba based .
on plan quantifies, adJusied for endwall bcatio�
TYPICAL SIDEWALK SECTION subsequeMlyestabY�shedbytheEngirreec � � "E' �-o' e' -6' 3'-0" 4'-0' 1'S � ° �' a
SCALE:NONE > � V—
� . N. EndwaNs to ba paid for under ihe contracl unk ?�
� pAceforClass- Concreta(Endwalls),CY. _ GRATES: IRON GRATESIN ACCORDANCE WITH DEPARTMENT OF iw
- TRANSPORTATION SPECIFICATIONS. <?�
a d INlET7YPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE o� � p�
a
� � . m j a�� POSITION TO ACCOMODATE IARGER DIAMETER PIPE SIZE. " M o V] pZ
cn �
� � N MATERIAL: WLET WALLS AND FOOTING MAY BE EITHER POURE0. - � � �$ ^ a ¢ w
� � - IN-PIACE 2500 LB. CONCREiE; OR PRECAST CLASS "A" �-1n � � � ¢
� � " - a� a .. 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO f� �„7 �v
. - . � �- Q e a a - "� BLOCIQ WITH 172" PIASTER (NQ UM� WITH 8° PRECAST � O U v W � O m
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TYPE C& E INLET DETAIL � g yN
C SCALE: 1" = 10' �� � k�
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STANDARD WATER, REClA1MED WATER AND SEWER SEPARATION STATEMENT P� _
. EDGE OF PAYEMENT �
1. STORM SEWER, GRAVITY WASTEVJATER AND RECLAIMED WATER MAIN CROSSING UNDER POTABIE WATER MAINS SHALL BE LAID TO PROVIDE A I
MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BEi1NEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE IOWER PIPE. WHERE LOCK HYDRANTTEE
THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE STORM/WASTEWATER/RECLAIMED � Y
WATER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10} FEET � p J
A BEIWEEN ANY TWO JOINTS, BOTH PIPE SHALL BE D.I.P., AND THE MINIMUM VERTICAL SEPARATION SHALL BE SIX (6) INCHES. WHERE THERE IS NO _ _ _
ALTERNA7IVE TO STORMNVASTEWATER/RECLAIMED WATER PIPE JOINTS CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM a�_
EIGHTEEN (18) INCH VERTICAL SEPARATION BEiWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, AND BOTH PIPES m aN
SHALL BE P.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOTREQUIRED FOR STORM SEWERS. �� �� av
VARIES
2. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETUVEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER MAIN OR FORCE M�N. ' S W �
MAIN. MAINTAIN MINIMUM FIVE (� FEET HORIZONTAL DISTANCE BEIWEEN RECLAIMED WA7ER MAIN AND POTABLE MAIN, STORM SEWER, PLAN � v�io
WASTEWATER GRAVIIY MAIN OR FORCE MAIN. � �
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3. FORCE MAIN CROSSING POTABLE WATER MAIN OR RECIAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 2a^xza�xs^ cONCR�rE � Y�o
EIGHTEEN (18) INCHES BEIVJEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN P� Z FINIS � N�
WITH THE POTABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN. GROUNO Oa �� fO �� m�
PAVEMENT � � Z
4. SEWER SERVICE LATER,4LS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18) INCHES. IF 18 SURFACE ` N q y'�
— VERTICAL SEPARATION CANNOT 8E MAINTA{NED, THEN THE WATER MAIN SHALI BE D.I.P. AND THE SANITARY LATERAL C-900 SDR 18 OR BETTER s- ti'� ^� � � � LL�
AND THE MINIMUM SEPAR,4TION SHALI BE SIX (6) INCHES. � ' ��S :!'K "' o
WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL SEPARATION OF AT LEAST '} ` Z O a�
'IWELVE (12) INCHES MUST BE MAINTAINED. THE WATER MAIN SHALL BE D.I.P. AND THE SEWER LATERAL SHALL BE C-900 SDR 18 OR BETTER. �„ �� as'xss"xs" CONCR� � � o�
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4 � Z ' K m ZF-
B - UNDISTURBED SOIL � 6" X 72" G DELOK Q �� i� W�
w/ M.J. SPLIT GLANDS Z O� c� w xZ
6" DUCTILE IRON PIPE �� a o
. (ROTATE TO FINAL GRADE) � �� ai a ' W �
ELEVATION � Z Z � a �°
W � � ° O�
F1RE HYDRANT WSTALLATION DETAIL a oZ
N.rs. ?�
y 0
Zu�
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� y �
NOTES: o � o
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1 HYDRANTS SHALL BE INSTALIED PLUMB AND TRUE. M$ � °-
— 2 VALVES SHALL BE PLACED ADJACENT TO MAIN, AND TIED TO TEE. ��$ W �W
3 ANCHORTEESAREREQUIRED. �-t � U � � � ��
4 ALL HYDRANTS SHALL BE TEE'D OFF OF MAIN. ,.d q
5 HYDRANTS SHALLNOT BE PLACED IN SIDEWALK, ROADWAYS OR BIKEPATHS. �� a7 �'�w Wm
6 PIPE FROM VALVE TO HYDRANT SHALL BE RESTRAINED. �`+ � � Q � Fo
7 HYDRANT BARREL COLOR TO BE OSHAYELLOW AND BONNET OSHA WHITE. 5o � o �.
8 THE CONNECTOR PIPE SHALL BE DUCTILE IRON, ANNVAC153 ANSI A27.53 AND U a w� F Q,T �z
POSITIONED BEIWEEN THE FIRE HYDRANTAND GATE VALVE. �� O 6 W� F . m
" 9 THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE � W� (,� � d p w
HYDRANT CAN BE ADJUSTED TO ENSURE PLACEMENTAT THE PROPER GRADE. � �, �z
1 0 T H E C O N N E C T O R P I P E S H A L L H A V E A N A N C H O R I N G F E A T U R E AT B OTH END S S O '�'� � ��
THAT WHEN USED WITH M.J. SPLIT GLANDS A RESTRAINED JOINT IS O p., � d � o�
PROVIDED. F -• � o
11 THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AW WA � v =_
� C110ANS1A27.4. � � r -�
FIRE HYDRANT NOTES �
Z
W
�
U
O
_ O
LL
� O
W
N
� J �
MINIMUM LENGTH OF PIPE TO BE RESTRAINED -�
� a
T =
_ SAND W �
NOM No.OF ELBOWS VALVES � � J
PIPE RODS AND TEES � Q
SIZE SIZE o 0 0 0 � J
. � 111�4 2212 45 so DEAD � W
ENDS V � �
6 2-314" 4 6 10 15 11 � � J
�
WU
NOTES: � �
1. WHEN SOIL IS LESS THAN 2 FEET INCREASE "L" BY 30%. WHEN SOIL
COVER IS LESS THAN 112 OF PIPE OUTSIDE DIAMETER WCREASE "L" BY � �-
0 1009'0.
2. "L"ABOVE IS GIVEN IN FEET FROM PITTING JOINT, a
3. MECHANICALJOINTANCHORING SHALL BE USED IN LIEU OF CONCRETE N
THRUST BLOCKING WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE �
ENGINEER. y
4. MINIMUM NUMBER OF JOINTS TO BE RESTRAINED SHALL BE MIN. LENGTH ]
PLUS ONE FULL JOINT. ( SEE TABLE ) �
DATE AUGUST2004 Q
RESTRAINING REQUIREMENTS PROJ 181887 Q
N.rs. DWG k
. �
C5.3 N
U
1887c5-03d.dgn o
13:11:47 26-JAN-2005
1 2 3 4 5 6
�P J
. . � O .
METAL VALVE COVER METAL VALVE COVER ¢
MARKED "REUSE WATER" MARKED "SEWER" FOR � N
TEST COCK 6x COLORED PURPLE FOR FORCE MAIN � � O
IXACT LOCATION TO BE DETERMINED IN ('fYplCAla O 45^CHAMFER(NP) REUSE POUR CONCRETE COLIAR Q
THE FIELD SEE "PROTECTIVE METHODS REMAINDER OF BACKFILL MAY BE (18"X18'7C8'� WMIIRE MESH U
� PIACED BY MACHINE ANO COMPACTED FINISHED GRADE REINFORCEMENT �_
FOR ABOVEGROUND DEVICES" D L TO A MAXIMUM OF 98% DENSITY �
� � (AASHTO T-080), OR PER AGENCY � W
� HAVING JURISOICl10N N / L � � d �' e
z
� 4 , � s 0 ' • �° �o �L1
30"TAILPIECE INSTALLED TO � m O FINISH GRADE . . � 1 � , Q > D ° m �� o� D W u-
WITHIN 3" OP CURB STOP BALL VALVE �* d � n� L�
(TYPICAy _ , > 0 d - ~ O
A O O 0 v 0 v o > p o - p a�
DETAIL"A" VARIES � ° m a�
. (SEENOTE6) _ -- _ I � , . M � y .0
HAND PIACED MECHANICALLY °'
" REDUCED PRESSURE BACKFLOW PREVENTION � W O
DEVICE AND BALL VALVES BY CONTRACTOR � TAMPED BACKFILL COMPACTED � � S �Z �
� (SEE NOTE S) 12 , TO A MINIMUM OF 9� DENSIN I p�, v)O
� (AASHTO T-160), OR PER W¢
- � WORK MATERIAL � AGENCY HAVING JURISDICTION �
VALVE STEM EMS MARKER NO.#7258 W V N
_ � UNDER P�PE HAUNCH EXTENSION 'k ElEC7RONIC MARKER SYSTEM U W=
� UNION (TYP.) � � AS MFG. BY 3M TEST � N�
ClASS 1, CLASS 2, ANU MEASUREMENT SYSTEM ~ J Q
OR CLP,SS 3 MATERIAL EMBEOMENTARE4 � I � ao o
AUSTIN, 7EXAS
t2+ SEE NOTE 8 � VALVE BOX,?HREE PIECE C.1. - Q v
- FINISH GRADE ' �MN(. WID'fH� TYLER SERIES 8880 W/p8 BASE in O�
�. \�i.��, i: / ��//�� NOTES: a-r,+w. I �
\ PIPE O:D.�24" OR EQUAL � W
a � LL
\ . CLASSIMATERVIL-ANGULARI/4"T03/4"GRADEOSTONESUCH � '� '�-.' Q �O
AS CORAL, CRUSHED STONE, OR CRUSHED SHEILS I Q U �
OR BEDDING ROCK (100% PASSING 1" SIEVE). �
CURB STOP � � * THAN 30" F OM FEN SHEO G AN PER � _�
� SEE 3 SEE NOTE 1 CLASS 2 MATERIAL-COURSE SAND AND GRAVEI'S WITH MAXIMUM I O� �~
PARTICLE SIZE OP 1/41NCH NATH SMALL APPROVED EXTENSION STEM, PINNED � - z Q Z�
� SEE NOTE 2 - PERCENTAGE OF F1NES COMPACTED TO A TO THE VALVE OPER4TING NUT, SHALL Z p
MINIMUM OF 90% STANDARD PROCTOR DENSITY. BE USED. t147c 3" 302 S.S. ROLL aa
. 30" MIN. � PIN THRU 2" SQUARE �
� CLASS 3 MATERIAL- FINE SAND AND CLAYEY �RAVECS, INCLUDING OPERAT4NG NUT � Z O� ZF
B NOTES: � FlNE SANDS, SAND-GLAY MURURES AND I . � O � N �O
GRAVE4CLAY MUCNRES, COMPACTED TO A Q �� �n m }
t. NPE "K" COPPER TUBING (SOFT DRAWT� OR POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE. MINIMUM OF 90%STANDARD PROCTOR DENSITY. Z O U
� INCLUDED IN CIASS 3 ARE IXISTING SOIL � BASE TO BE PLACED ON . F� y¢ W�
2. IP THIS DISTANCE IS LESS THAN 6 FEETONLY COPPER TUBMGSHALL BE PERMITTED. IYPES CLASSIFIED AS SELECT BACKFILL. COMPACTED BACKFILL � I- y p p
3. BOTH RISERS SHALL BE TYPE "IC' COPPER TUBING (HARD DRANAJ) WITH COPPERIBRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE IF CLASS 1 MATERIAL IS USED fOR BEDDING, IT MUST BE USED ' � J Z Z � O ��
SOlAERAND FLUX SHP.LL BE PERMITTED. FOR THE ENTIRE EMBEDMENTAREA. � VALVE (SEE SPECIFICATIONSj � V � u a¢
�- A DRY TRENCH SHALL BE MAINTPJNED NMEN USING CIASS 2 �. Oz
. 4. 1 1/2 AND 2" METER STOPS SHALL BE EQUIPPED NATH LOCKING CAPS AN� METER FLANGES. AND CU4SS 3 MATERIAL / �� �� . z�
\,�\\� �, , �,o
5. APPROVED BACKFLOW PREVEN710N DEVICES 1MTH SILICANE RUBBER SEAI RINGS OR DISKS: _ z�
A) fE8C0 MODEL N825 YS, 3/4" TO 2" � '�p
_ B.) FEBCO MO�ELif825 YAS, 3/4" TO Y' (NO UNIONS REQUIRED) � - i a� W
C.)WILI�NSMODELff975X4'�4"T02' � __ - I � y � E"� o�
LOXAHATCHEE RIVER DISTRICT �� �n o V1 oz
— 6. WHEN THE DEVICE IS INSTALLED PAR4lLEL TO A BUILDING WALLTHERE SHALL BE A MIN. OF G BENJEEN THE EDGE OF THE DEVICE AND THE -- --- --� -- --- -- M o W�l ¢o
BUILDING WALL I U�q U � � �j
. - 7.9ACKFLOWPREYE6R10NDEVIGESHALlBEEQUIPPEDWITHBALIVALVES. PVC PIPE GRAVIN SEWER _�. �� � ., �; .. �_ ., � ... k -� _ �7' p '� � � � � �m
EMBEDMENT DETAIL �. � � ��,�-� ;�� :�.� r , �,� _ � � -� �,�-� ,�=, "w � � Q o �
8. BACIffIOW PREVENTION �EVICE SHALL BE SUPPORTEDAT BOTH RISERS WITH STAINIESS STEEL UNISTRUT. RISERS TO BE SECURED TO � „,���- g '�. �'.,,.� �� .. �° `� 1�. f , �� -_ �,., �d � �' � o �,_,
UNISTRUT WITH 304 STAINLESS STEEL MOUNTING HARDWAREAND NEOPRENE INSUTATORS 8E11NEEN AU. DISSIMILAR METALS. - � € � �_ � ¢ . ��� � S .=�'0.. -? - [ ,,,, _ x o � � � ❑
N.ts. f t � _-� � :,..> ,� r� �� , r < �' i � ,3' �.:,% �' � c O � � F ¢
� . 9. BACIffLOW DEVICES SHAIL BE AMINIMUM OF 3' FROM BACK OF CURB. � J � F- " i ` � � Rl � H�� z0
- PLACE B" #57 ROCK BEDDING � W � a� �
Forcrir�vnwESUaroRr LOXAHATCHEERIVERDISTRICT � V" W ��d
Water Meter and Backflow Device - 3/4" to 2 �� BURIED VALVE DETAIL °�� ��� o=
Approved: May 22 , 2002 FINISHED GRADE (24"X24"X8� REINFORCED CONCRETE COLLAR ��7 rnc
N.T.S. d � � �c
C e
d a y
NOTE3 Z 5 . . d d (PEMCO) a W
B � Z 8 MODEL 12X12-0OOC � �
3 5 . MFG. BY d, m q � �
u` ° PETROLEUME�UIPMENTCO. ° � v
4 � a NOLLYWOOD FLA TOP OF �� ° �
COUPUNG d � w
t � � . a ° 4 '° ° . 9" 9" G' CLOW F-0032 TAPPED �� N
a �COUPLING WI6" SCREWED J �1
= a � � `GRA�E BRASS PLUG MARKED J --I �
8 � I - 1 _ SEVJER" _ � ¢
- ^� 1T �' + w � e a a a ��,,. . s W fn
1NP. � 7. 4 � . Q a 4 INCHES OF � d �:� :. �? _- (7 J
� 3/4" BEDDING Q
� � a ROCK ° a e 6" P.V.C. LGTH. VARIES 8" P.V.C.45^ EI.L �� J a
J -� W
� UMIT OP CONCRETE ? U� �
� � 4"OR6" (�OFPIP�7 � `��.;" Q J
. • � CLEAN OUT 6" P.V.C. NNE . ? � - � . � � .
ME7ER SERVICE - RISER UNDISTURBED SOIL � V
MATERtALS � ` � �
ITEM QUANT. DESCRIPTION _ �� a " MIN. THICK CONC. (2500 PSq W
1 1 Y BACIffLOW PREVENiER . . . �
2 3 2"X4" NIPPLES NOTES: 1. INSTALLA710N SHONM ABOVE IS FOR A Z" SERVICE. CHANGE � PEMCO 6" P.V.C. NIPPLE x 12" LG.
p 2A 1 2"X NOM. NIPPLE PIPING MATERWS ACCORDINGLY FOR SERVICE SIZE. � 4" MIN � ''`� � P�V.C.45^ ELL
3 1 Y COUPLING -COMPRESSION 2. CUT ENDS OF ITEM 2A IN THE FIELD. _ BRICK BRICK � �
4 2 2" X 90' ELBOW � 3. TEST COCK ON VALVE FOR �OUBLE CHECK 8" P.V.C. SAN. � 6„ N
5 4 2"X 8" NIPPLES 4. USE COPPER, BRASS OR STAINLESS STEEL FOR w,cec BRICK BASE DETAIL SERVICE LATERAL �
6 4 2" GATE VALVE F�T'SINGS AND PIPE MA'iERIAL - - �
� a" THICK CONCRETE PAD TRAFFIC AREAS NON-TRAFFIC AREAS �
6 FINISHEO GRADE DATE AUGUST 2004 ¢
9 1 2" WYESTRAINER -
, PROJ 161887 Q
oo�g�oHEOKORREOOOEOPaESSOaE TERMiNAL CLEANOUT DETAILS DWG �
BACKFLOWPREVENTER C � ?
- . SINGLESERVIGE.3�9'.t'.172'&7 � N.T.S. - CJ.'t �
N.T.S. (J
1887c5-04d.dgn o
13:1221 26JAN-2005
� 2 3 4 5 6
� OF T07A1 j J
' � SITE DATA EXISTING PROPOSED PROPERTY �¢ m
' TALL �„ o =
CHAINLINK FENCE PCN#- 60-42110-25-10-003-0000 =1.44 Ac. � p v
w/SLATS � �
SECTION 25, TOWNSH�P 40 S, R4NGE 42 E Q
:.
TOTAL SITE AREA (15T,466 S.F.) 4.51 AC. 4.51 AC. 190I �
-- -- - - - -- i EXISTING ZONING Ci (NEIGHBORHOOD COMM.)
. _' "- �.� ''- e EXISTING LANO USE PUBLIC SAFETY BLDG. POLICE/FIRE �
`" ' ` � BUILDING SQUARE POOTAGE (GFA) 20,292 S.F. 10,000 1926% � a
....�'
� EXISTING £) BUIL�ING HEIGHT FOR EACH STRUCTURE 1 STORY 1 STORY . ���
A CHAINIINK
FENCE �� 6' HIGH FENCE PERVIOUS AREA 79,583 S.F. 37,305 23.7% O�_
/ F a N
EXISTING ,/ IMPERVIOUSAREA 47,008S.f. 32,278 �% z y � o=
RETENTION AREA ' / �
RETENTION AREA 10,583 S.F. 10,583 S.F. s•�Z°� � U °"LL
(SEE CIVIL) � NEW wo
5 ,< j RETENT N AREA 5 Z z
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� STANDARD PARKING EXISTING 35 + 3 HC SPACES ���
STANDARD PARKWG PROPOSED 70 SPACES � y =
EXISTING 9 1 STANDARD HANDICAPPED PARKWG PROPOSED 2 SPACES �a
DUMPSTER ' :' ----- 1 ` p� � TOTAL PARKWG PROPOSED & EXISTING 110 SPACES rx Y o
— € ? + Y fBY OTHERS) REQUIREDPARKING Q N�
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NEW CONSTRUCTION °'
/� SITE PLAN y
PAVERS �
�
1" = 30'-0" � DATE AUGUST 2004 ¢
. PROJ 181867 '-i
DWG �
�
A1.1 �
U
- 1887a1-01d.dgn p
17:16:04 12-JAN-2005
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� • � W =
- �' �
GENERAL NOTES � ° �
° o
�
1. ELEVATION 100'-0° FINISH FLOOR (FIRST �¢
FLOOR) ='14.25 NGVD (NATIONAL GEODETIC
VERTICAL DATUM)
2. PROVIDE OPENINGS AS REQUIRED FOR
28'-10" 22'-0" �-� ' 28'- PENE�TRATI G PARTI IONSP ONRYAND � v-
� � � (� (� � � � � � (� L-1 CONC. WAIL PANELS. SFALALL PENETRATIONS o 0
A WEATHER TIGHT. J
O �_
Z0� � °Q MECW W
I(I II I� I) p t�i]� II II II II 3. ALL EXTERIOR CONCRETE LAND WGS ATDOORS, z ~�_
STAIRS, AND RAMPS TD SLOPEAWAY FROM O� a o
I MECW I BUILDINGAT 114" PER FOOT UNLESS OTHERWISE � U z �z
o E 1ec e I� II II II II I� �I II II � co 3M. NOTED AND TO HAVE NON-SLIP BROOM FINISH, 5 0
� ❑❑❑ »� ` i24 �[ UNLESS OTHERWISE NOTED. (PROVIDE U.5 OR � o U�
HIGHER SLIP METER READING). p wg
�
CONDENSING UNITS � �� ta 4. SEE EQUIPMENT PLAN FOR EQUIPMENT LAYOUT. = rco
q BREAKIVENDING � � U W=
Q � VE�T. N - �� � Q � �Q
� 5. REFER TO PLUMBING �RAWINGS FOR x�z
1O �,.� y�, -�- ----------- ,� ,,,� i LOCATIONS OF DRAWSAND FOUNDATION PLAN q N
s FOR CONC. SLAB SLOPES. W�
FlN. Q � 6. ALL DIMENSIONS ARE TO FACE OF STUDS/ . m�w
� O D CENTRALFILES/ HqLL O OF'
� CONCRETE BLOCK UNLESS OTHERWISE NOTED. p LL�
� cusr. 1 0 �PY 120 z �2s 7, ALL WALLS WHICH HAVE RECESSED, SURFACE � � Zo
SERV. � ;
��B ` OR WALLMOUNTEDFIXTURESSUCHAS q y Wr
Q � 4 � EQUIPMENT, SHELVING, ETC TO BE PROVIDED ¢��
� MGaGE v t W/ADDITIONAL BLOCKING OR REINFORCING. �
4 ��s _ R� �z� ; t z� z�
m 3 � = = 8. PROVIDE SILICONE CAULK WHEREALL FIXED Q o
� i � � ��Z� ��� :� t AND BUILT-INCOUNTERS/EQUIPMENTABUTS ¢a
114 waav � n�py CHAIR �p� o> WALL SURFACE. m aw
STOR
B 173 • I ��2 �Z� » Y `? 9. ALL CLOSETS SHALL RECEIVE FINISHES TO 0-' o � g wp
� ��� o �. MATCH ADJACENT ROOM AS PER ROOM FINISH Z o v u g =�
O ; SCHEDULE. LL � � ¢
O ' e 7 � - FR' 3a • O �
°D 713 O C O N F. R M 1 a� s s M i s T r,: '� 1 0. S E E W A L L T Y P E S P L A N F O R W A L L A S S E M B L Y � O r j z o �o
� ito ��� 111 � 129 � � r INFORMATION. W Z O � o o~
1 � STOR4GE ____ � V °'J'' �a
A�C. . � '� \ . �- < V Z
110 172 125 . . 2 �
♦ y 0
� 109 �� . . , 32 132 � CO Y �1�! 1' ':. ZU' �
WOMEN 101 MEN 731 � I I o � � Q �
ro, °� ; COUNCILCHAMBERS � y . [^�
_ � � ,� � PO4CH i � - _ . LEGEND ^ � w ao
� ��� �� � ��
ncc. �� � '�I ROOM - ROOM NAMEAND NUMBER, SEE ROOM a A
MO ,�` / r __ 100 FINISHES SCHEDULE � � � W � �w =o
�� M�E� � 01 � ^ 01 � W� N 33 - s'� ;// 100A - DOOR TAG, SEE D�OR SCHEDULE g � a�'�'� a�
• ... - ..
o �ov -- •- ---- �� . .�-- � _ :,..._..._ ...'� ` � � ° o O j y � �z
;o -' �_ - i W� - WINDOW TAG, SEE WINDOW SCHEDULE ��°r� F W � � {y Zo
PLANNER 734 . -- 3 i N W��•7 jz
'� � L-1 - AND M CHANICAL PLA S ELEVATIONS o��' � �� � o �
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