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Home My WebLink AboutDocumentation_Regular_Tab 07_03/10/2011 � VILLAGE OF TEQUESTA -` �� AGENDA ITEM TRANSMITTAL FORM �_ 1. VILLAGE COUNCIL MEETING: Meeting Date: Meeting Type: Regular Ordinance #: March 10, 2011 Consent Agenda: No Resolution #: Originating Department: Community Development 2. AGENDA ITEM TITLE: (Wording form the SUBJECT line of your staff report) -Site Plan Modification of County Line Plaza to expand outparcel number 4 from 9,446 sq. ft. to 31,258 sq. ft. -Site Plan Review to construct a 4,312 sq. ft. JP Morgan Chase Bank building in Outparcel 4. The application includes a proposed landscape and parking plan, three (3) wall signs, and one (1) monumental si n. The address of the proposed site plan review is 728 N. U.S. Hi hwa #1. 3. BUDGET / FINANCIAL IMPACT: Account #: N/A Amount of this item: N/A Current Budgeted Amount Available: Amount Remaining after item: N/A N/A Budget Transfer Required: No Appropriate Fund Balance: No 4. EXECUTIVE SUMMARY OF MAJOR ISSUES: (This is a snap shot description of fhe agenda item) -Site Plan Modification of County Line Plaza to expand outparcel number 4 from 9,446 sq. ft. to 31,258 sq. ft. -Site Plan Review to construct a 4,312 sq. ft. JP Morgan Chase Bank building in Outparcel 4. The application includes a proposed landscape and parking plan, three (3) wall signs, and one (1) monumental sign. The address of t propo site plan review is 728 N. U.S. Hi hwa #1 5. APPROVALS: Dept. Hea : Finance Director: ❑ Reviewed for Financial Sufficiency � �No. Financial Impact � Attorney: (for legal sufficiency) '�" Yes ❑ No ❑ Village Manager: �—^ • SUBMIT FOR COUNCIL DISCUSSION: � • APPROVE ITEM: ❑ • DENY ITEM: � � VILLAGE OF TEQUESTA � . � • �. DEPARTMENT OF COMMUNITY DEVELOPMENT Staff Report — Village Counci( Public Hearing 3.10.11 1. PETITION DESCRIPTION APPLICANT: JP Morgan Chase Bank REQUEST: A. Site Plan Modification af County Line Plaza- Outparcel Expansion Review 8. JP Morgan Chase Bank Facility Site Plan Review LOCATION: County Line Plaza Shopping Center Intersection of US Highway 1 and Village Boulevard Tequesta, FL 33469 2. PETITION FACTS a. Proposed BuildingTotal Gross Area: 4,312 Sq. Ft. — Financial Building b. Proposed Site Area- Outparcel 4 Expansion: 31,258 Sq. Ft. (0.72 AC) Existing Outparce' 4 is currently 9,446 Sq. Ft. c. Land Use and Zaning The subject property is located on the County Line Plaza Shopping Center, and its contiguous uses are presented in the following table: EXISTING LAND USE FUTURE LAND USE ZONING SUBJECT PROPERTY Commercial Commercial C-2 Community Commercial Use North Property - Commercial Commercial C-2 Community Commercial Use South Property- Commercial Commercial C-2 Community Commercial Use 3. BACKGROUND The proposed JP Morgan Chase Bank site plan application is a redevelopment/expansion of the northernmost outparcel 4 within the County Line Plaza 5hopping Center. The Plaza includes a Publix, in line retail, and three existing de�eloped outparcels. On November 15, 2010 the Development Review Committee (DRC) met with the applicant to review the proposed development in terms of compliance with the Village's Code, law enforcement, fire safety, and public works requirements. The applicant submitted a revised application on December 23, 2010. The application was reviewed by the Planning and Zoning Advisory Board at a public hearing on February 3, 2011. The board voted unanimously 3-0 to recommend approval of the proposed site plan modification-outparcel expansion, and JP Morgan Chase Bank facility site plan. 1 Department of Community Devefopment - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 4. STAFF ANALYSIS This application includes a site plan modification of County Line Plaza- Outparcel Expansion Review, and a JP Morgan Chase Bank facility Site Plan Review. In order to accomplish this, the application was reviewed as follows: ZONING, PUBLIC WORKS, POLICE AND F1RE SAFETY REVIEW a. Setbacks Proposed by Applicant Staff Comments/Code Requirement Front 154.4' In compli�nce with Code-25' Rear 15' In compliance with Code-10' Side- North 25.9' fn compliance with Code-10' Side -South 20' In compliance with Code-20' b. Height 26'-9" top of roof pitch In complicance with Code-Max. 50' or 4 stories c. Min. Site Area Shopping Plaza: 894,446 Sq. Ft. ln compliance with CQde- Min. 7,500 Sq. Ft. Chase Outparcel : 31,258 Sq. Ft. In compli�ance with Code- Min. 7,5005g. Ft. d. Lot Coverage Shopping Plaza: 18.64 percent In compliance with Code-Not to exceed 40 96 Chase Outparcel: 13.79 percent In compliance with Code- No� to exceed 40Y e. Open Space Shopping Plaza: 21.14 percent In compliance with Dec. 1994 approved variance (it reduced open space to 18.3 percent) Chase Outparcel: 27.72 percent ln compliance with Code — Min. 25 percent f. Parking Shopping Plaza: 856 parking spaces In Compliance with Code- Required: 651 spaces Chase Outparcel: 22 parking spaces !n Compliance with Code- Required: 22 spaces g. Signage Wall Sign: 57.8 Sq. Ft. North Elevation: no wall sign !n compliance with Code Section 78-740 (c) (5) South Elevation: 1 wall sign One sign for eath side of the building exposed to East Elevation: 1 wall sign street or shopping center. Wall sign- Not to West: 1 wall sign exceed 60 Sq. Ft. Monument 45 Sq. Ft. In compliance with CodeSection 78-741(bJ(2Jd. Sign: Height: 8 Ft. 45 Sq. Ft., 8 Ft. Height, 10 Ft. Setback Setback: 10.1 Ft. See attached JP Morgan Chase togo Copyright h. Landscaping 10' strip (R.O.W) In compliance with Code 5ections 78-395, 5' strip (adjacent properties) 78-397, 78-400 24" min height hedge 6'x20'terminal islands 37 trees provided (new, existing & relocated) 2 Department of Community Development - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 ■ The proposed development will provide security cameras at ATM and drive though locations, there will be in place a coordination procedure between Chase Bank and the Village's Police Department. ■ The proposed fire route includes a 15.2 feet paved travei lane between the overhead drive thru canopy and the edge of the curb in the north side of the proposed building. ■ The applicant is proposing to demolish the current entry wall facing US-1 and install a monument sign with a proposed landscape. The monument sign is in compliance with Vilfage Code. ■ This development inc4udes a dumpster screened by a fence and proposed landscape. The fence is six feet high in campliance with Village Code. ■ All planting in the Utility Easement will be field coordinated with the Public Service Department. Note: At! the above facts were reviewed by tf►e P(anning and Zoning Advisvry Board at a pu6lic hearing on February 3, 2Q11. The board voted unanimously 3-0 to recommend approval of the proposed site plan modificatian-outparcel expansion, and JP Morgan Chase Bank facility site plan. LEVEL OF SER'�/ICE ANALYSIS Per Village Code Section 78-331 (h) alt new d�velopment and/or redevelopment must provide necessary infrastructure to meet the Village's level of service standards: 1.Traffic The applicant submitted a Traffic Analysis that was reviewed by the Village Traffic consultant (Arcadis Traffic Engineer). The traffic review found ihe proposed development in campliance with "current local and industry standards, including Palm Beach County's test requirements for Traffic Performance Standards. Addit+onally, projected driveway volumes met the requirements of Part 300, Driveways and Other Turnouts, Palm Beach County Land Development Design Standards Manuaf". Also, Palm Beach County Traffic Division has issued to the app{icant an approval letter regarding Traffic PerFormance Standards (TPS) of Palm Beach County (see attached Palm Beach County letter, and Village Traffic Engineer fetter). 2. Sanitary Sewer The Loxahatchee River Environmental Control District (LRECD) has reviewed and approved the proposed development on January 31, 2011. Approval was conditioned to that the proposed gravity sewer connect to the existing sanitary sewer system with a drop connection, per LRECD detail SD-7. The applicant updated plans, and it will be further reviewed at building permit phase. 3. Drainage The proposed development has increased impervious area by 0.39% or 2,998 Sq. Ft. Per Code requirement each proposed development must maintain 95 percent of all stormwater runoff on-site. The applicant is proposing a drainage system to accomplish this provision. Also, the applicant needs to provide a permit from South Florida Water Management District (SFWMD) at the building permit phase. Per applicant statement, they have initiated the permitting process with SFWMD (see attached letter), 4. Potaqle Water The Village Code requires for the proposed 0.72 acre site the following standards: a. Average day water consumption rate of 1,455 gallons/day b. Maximum day water consumption of 2,182 gallons/day The proposed develapment complies with required level of service by providing the following: a. Average day water consumption rate of 1,455 gaAonS/day b. Maximum day water consumption of 1,350 gallons/day 3 Department of Community Development - Staff Report-1 P Morgan Chase Bank Application- Council Public Hearing 3.10.11 Also, Mr. Russell White, Public Service Manager has reviewed proposed plans and has the following comments that were acknowledged by the applicant: ■ Prior to any water meters being placed, all associated fees must be paid. ■ The plans show a two (2) inch water meter for irrigation. The applicant could use a one (1) inch meter. ■ The Utilities Department requires 24 hours notice prior to any work being done on our facilities. CONSISTENCY WITH COMPREHENSIVE PLAN The proposed development is located on an established Shopping Plaza in a Commercial al future land use district. Policy 1.1.2 of the Village Comprehensive Plan states that Commercial uses shall conform to "Activities related to the sale, lease or distribution of products/and/or the provision of services". The proposed development, a financial institution, meets this provision of the Comprehensive Plan. FINAL REMARKS This development application meets the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the Jupiter Courier on February 27, 2011. Per Code Section 78-333 (17) the applicant needs to secure pertinent permits prior to the issuance of a building permit, the applicant acknowledged this requirement (see attached statement from the applicant). Per Code Section 78-334 (h) a building permit must be issued within one year of the date of the site plan approval or the approval shall be nullified; and only one extension shall be permitted by the Village Council for one more year upon written request of the applicant, submitted to the village, prior to expiration of the site plan. This report was prepared by Nilsa Zacarias, AICP, and; Approved by Chief James M. Weinand ' Date 4 0��0� 4 Department of Community Development - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 h � � `� .� .� � �'� � � � � � �� '� �. � e � � "'�� Subject Property Location at �` � � � � �` '� � `��' ��"'� �� , � M'� � � � � County Line Plaza Shopping � � fi.x..� � �.� .��# "� �� ' � � � � ;� � , �� - �. -��_ Center — Outparcel 4 x � � �.� �� r � _ � � � K� sx�" �� - , „,.��.:�.� �T�, I`�°�. . �. , ,�� . � �� e �, � � ., � � � � � - ,� � � � ��' �.' ` ° �� '�° � au � � � `� � � �. � . � � �a � � � � �°�� .� �ii � �_ � � �� Existing Conditions at County M �* . ,�° � ��. � � ; " �� ' Line Plaza: � ;`� � � ,� r �� u k� �� a � g �� ' �� ,� q < 6. �'g� Publix, in line retail and three ` *� �° ; ,� �.� ��' ,, � � developed outparcels: �� :� � ��" � ; a��r��~� >��' � ,�: � : � � � � � � �j ° � � � 1. Seacoast Bank � � ,. �� ` �� a �� "� � � �' � 2. Lobster House � � �� °'^ ro �� _� � °� ��" ��,� ,: ` � ' r� �' � . ..�+� �� ,� � -� � ° � � 3. Wer�dy's �-° � -*� = � � � "�, �� .�, . �, � �� ; �� Y� » _ e =� r� 's.: m < $ � . z � .� "�' � �" � � » �' �� , �a . a fi �� , � 3 � �, �� , . _... �. ,y � �_, _ .. -- — N � .�� '_ � , w, �� . � � "� �� , �� .,. � �` �¢ r� . . � .k s+._ � R �' � � � � � . �.. 4��`� . � � °a�;� „j# 5� „a� �� #� , � � . '�;. � c `� :� , �'a �. �S ;� �� _ �� ,�� :�� b �� Proposed Outparcel 4 Expansion �� . �. ��.� � ��r � �: �� ,�,� �� .+;, � � .� � � � ' � �'� � � � � _ � v_ � .,. .�, A �� .�� . � fi �� u � i�" ,:.,�,w°�- � . � �- �.. „� ' ' � �`°' � ,v � =�"'�. r. �;� . � ..:�� a; �_� . �: ,� R,x.,, ..�.. .�,�.. �� .; z .°�'� �' ��. � � „ryt'. . _ . � ' �. � .. � � �� c;:m�, �,r° '� � W�, 3^ � �� . �? ' `p� ,� � � �.� � ��; ,�Y ; _ aa.�-�',;z��. s 5 Department of Community Development - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 , �� ,� � � � �. � ' �� h � � � �� ' �� trs�= ` {��"� � �e� rz , � � a .�. � �, � �� ° � s; � . � °.� � � ...,�� i � ' � "��, "� . � .� ti�_ .w«„rro k � .:�. � �z:;� ,,�� r ,a�� r �` � aa� x g � � �� ° � � _ ��-�� -� "`fi, �� -x "� � ° �� _� � �� ;��, � � North Entrance to �� . �� -� �' � � �� Sho in Center and to - � pp� g �� °� Proposed Development ; _.,�- � � �.: �'� � �'� s� �� ,,� ,� � . � . . � �� .,�_ �.�_ _ � ..a_ : �s�� , _ . �:� �,' .� � �§� _ � . . , , � , ;. � : w . , � o - , �- � . � � >` � €�.w'"� a � � � :.` � �' � �.q{° �:, .� #� � �: � �a � y . � ��,� '� � . `�( �*t's��i�.. � "� '`x ,�.�,s;� �_ a �' � �� E� �� er �u .�� ,:�� :- � x ,,;: � �� Existing Condition of Proposed Development Site 6 Department of Community Development - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 s� `t , ��,��, � �s�� y . � � � : �_ �, � � , � �, ' : � a ,� � '.� � . � -_ � -�. - ,� ` _ � � � , � - _� �� '' � °�+�1' � - � ti�; _� a i i-' �� ` �� =�'� ° � �� ti�� t ; f M ' �'',�t� � a , � �' � ,, .. �q �;� �;�� ; � .� ��° .�� #� p .. , ,. � �- <a Existing Condition of Norih �n: , ; �`" " tl Entry Wall � ,w�;, a=�: e �..� ��.` � �� r � _ 'i � w � _� �� rn, �� '� � � � �K �� _ "�"� � : � �,.; �� ;. � �� , , � � X, �'�� r ` � � ; � � � "�� View of South and North 4 e �,�.�� .��,�:� �. ; p t , � � � � ,�� „ . _. , _ � .�.�� :� � �-�,,.� -� � ,, Entr Walls �� r�� . �, � ,� .�..�� ;�.��r. ,.�. � Y :w �� , � �. :�$ � x � � .�a�"� �''�, # �. .. y�� t i �� .. � � , . . , �� _ �-�. _P ..��,�. @ e - J � �� „; a� ' � ��^ � ��'� �v , ' ^a� � �' �+ "�+�.'+z � � ` � � � ...�=, , � „ .�a a,.: x'� '� c� � � �;r;:-: �. � ..�� ''.�. "�- ..�� .x'µ .,..�+�«..o..�. «.;.., �� -° �� Existing Landscape at �� ; � � ��, �� the Subject Property � � � ; � � � �%� � ' - - - � - — - ... �e:� �. ,.,. : x +� r�,��"� . ° _ �°� �-.��.^�a _ . .. _ 7 Department of Community Development - Staff Report—JP Morgan Chase Bank Application- Council Public Hearing 3.10.11 �� If7��d5ti �! rn� � ��;t f r�; - ARCADIS U.S., Inc. 2, _ �C t??�_ P ._ ,a� � 2081 Vista Parkway West Paim Beach Florida 33411 Tel 561 697-7000 Ms. Nilsa Zacarias Fax 561 697-7751 Village of Tequesta www.arcadis-us.com 345 Tequesta Drive Tequesta, FL 33469 Subject: TRANSPORTATION Chase Bank County Line Plaza, US-1 south of County Line Road Traffic Study Review Dear Ms. Zacarias: oa�: February 24, 2011 ARCADIS has reviewed the traffic study for the proposed Chase Bank to be developed in the outparcel loca#ed on the Northeast corner of the County Line Plaza, ContacY. in the Village of Tequesta. The proposed development will be built-out in the year Tricia Barr, PE 2Q12 and is proposed to include a 4,310 square feet bank with three (3) drive-thru lanes and an ATM lane. Access will be provided using the existing driveway Phone: connections to the plaza, with a majority of the traffic utilizing the northernmost 561-697-7074 driveway on US-1. Email: The information provided is in compliance with current local and industry standards, tricia.barr@arcadis- including Palm Beach County's test requirements for Traffic Performance Standards. us.com Additionally, projected driveway volumes meet the requirements of Pa�t 300, Driveways and Other Turnouts, Palm Beach County Land Development Design Ourref: Standards Manual. Based on my review, the analysis within the study appears sound RF005106.0001 and sufficient. Please feel free to contact our ofFice if you have any questions ar require any additional information. ' Sincerely, ARCADIS U.S., Inc. ,'� „ ��_ )'' � �`� � ��'�� `� Florida License Tricia Barr, PE Numbers: Project Manager Engineering E600007917 Geology G6310 Landscape Architecture LC26000269. Imagine the result SB 0 2�ng ,��cx � �.; �� e . _ 4��_ • ��ORI��` pctober 20, 2010 Ms. Catherine Harding DepartmenC of Engineering ! Director af Community Deve{apment and Public Works ' V��F�ge of Tequesta F> Box 21229 � 345 Tequesta Drive ��lest Palm Beach. FL 3341b-IZ"L9 � Tequesta, FL 33469 c.�h�i �s4-:�oao � RE: Chase Banic .vww,ptrcgov.com � ProjeCt #: 101001 � TRAFFtC PERFORMANCE STANDARDS REVIEW I � Dear Ms. Harding: The Palm Beach County Traffic Division has reviewed the traffic study for the proposed f project entitled Chase Bank, pursuanf to the Traffic Performanee Standards in Article 12 Palm Beach County � of the Palm Beach Cvunty Land Development Code. The project is summarized as 8oacd of County C Comm3ssioners � fO��OWS: Eiurr Aaronson, Chair � Location: West side of US-1, sauth of County Line Road. Municipatity: Village of Tequesfa t{aren "F. Yiarcus vice Chair � pCN #: 6Q-43-40-30-00-001-0190, 60-43-40-30-00-001-QO$0, � 60-43-40-30-00-002-0049 . Existing Uses: Vacant Sheifey Vana � New Praposal: 4,31D SF Bank WDT � New Daily 7rips: 423 Steven L. Abrams (�ew PH Trips: 20 AM and 41 PM )ess �. SaE�camaria Build-Out: Year End.2012 Pr�s�iva ��. - r�yinr i Based on our review, fhe Trafific �ivision has determined that #he proposed bank meets the Traffic Performance Standards of Palm Beach County: No building permits are to � be issued by the City, after the build-out date, specified above. The County tra�c coneurrency approval is subject to the Project Aggregation Rules set forth in the Tra�c � Performance Standards Ordinance. County Administrator i ff you have any questions regarding this determination, pfease contact me at 684-4030 or Robert Weisman � e me at ma#efi(�pbcqov.org. � Sincerely, E I /'�' � Masoud Ate - M E TPS Admin� or, Municipalities - Traffic Engineering Division � MA:sf f ec: Natalia Thais Lercari, P.E., Mc Mahon Rssociates, inc. Fiie: General - TPS - Mun - Traffic Siudy Reviews I F:ITRAFFIC�maWdminlApprovals120 1 017 0 1 00 1.doc ';9n Equa; (7v�wrtur,i�y ,-1 ;fintn/ri�e.3e[itut f!np/nY`er" . '� printed an �r_�cycfed paper DRAFT PLANNING AND ZONING ADVISORY BOARD MEETING MINUTES February 3, 2011 CALL TO ORDER AND ROLL CALL The Village of Tequesta Planning and Zoning Advisory Board held a regularfy scheduled meeting at the Tequesta Village Hall, 345 Tequesta Drive, Tequesta, Florida, on Thursday, February 3, 2011. The meeting was called to order at 5:30 p.m. by Chair James Hackett. A roll call was taken by Deanna Mayo, Assistant to the Village Clerk, who noted the foflowing were present: Chair James Hackett, Vice Chair Michael Schmidt, and Board Member Elizabeth Schauer. Also present were Acting Community Development Director James Weinand, Village Attorney Keith Davis, and Assistant to the Village Clerk Deanna Mayo. Absent from the meeting were Board Member Steve Okun, Board Member Chase Croft who had submitted a letter resigning from the Board, Alternate Member Edward Gigante, and Alternate Member Eric Jolly. APPROVAL OF AGENDA MOTION Board Member Schauer moved to approve the agenda as submitted. Vice Chair Schmidt seconded the motion, which carried by unanimous 3-0 vote. SWEARING IN OF WITNESSES Assistant to the Village Clerk Mayo swore in all those intending to offer testimony in tonight's case. EXPARTE COMMUNICATION There were no exparte communications reported by Vice Chair Schmidt or Board Member Schauer. Chair Hackett disclosed that he had spoken on the phone to an engineer who inquired about the U.S. One Corridor guidelines, and he had also stopped by Steve Parker's office. OLD BUSINESS — There was no old business to come before the Board. �EI�V BUSINES� P8�Z 2-11 Application for site plan modification and development review to construct a 4,312 sq. foot addition onto the northernmost outparcel within the County Line PLANNING AND ZONING ADVISORY BOARD MEETING MINUTES February 3, 2011 Page 2 of 4 Plaza shopping Center, to accommodate a JP Morgan Chase Bank building. The application includes a proposed landscape and parking plan. Three (3) wall signs, and one (1) monument sign. The address of the proposed site plan modification is 728 N. U.S. Highway One. Consultant Nilsa Zacarias presented the application. The project had heen reviewed by the DRC on November 15, 2010. Staff had reviewed the project for compliance, and project details were provided in the staff report. Three wall signs and one monument sign were proposed by the applicant. Mark Riehards, o� behalf o# Chase Bank, discussed the proposed outpaFCel site plan and traffic flow, stating the existing retail flow of traffic would not be affected. Parking was above minimum by approximately 200 spaces. The project signage met code, and landscaping met both guidelines and Village code. The project would provide 10-12 new jobs. Chair Hackett indicated he had no issues with the building but was concerned that no traffic study had been presented, and he would like one because of the significant traffic that would be generated. He also quesfioned tf�e drainage. Mr. Richards responded the project had approval from Palm Beach County for traffic, and Loxahatchee Water Control District had stamped the drainage and sewage plans. Attorney Davis noted the first thing in the application was a site plan modification to the overall site to expand Parcel No. 4, and part two was a site plan for the newly sized outparcel. Since the shopping center had never been platted, the only requirement was to modify the site plan to change the shape of the outparcel. Mr. Richards noted they had consent to remove the existing wall sign, which was in the right-of-way. Chair Hackett expressed appreciatioFl for �he updated mas�er plan. Board Member Schauer asked if the monument sign would be high enough to see. It was at the maximum height allowed by code, but would be lighted at night. Board Member Schauer expressed her opinion the landscaping and the colors were good. Vice Chair Schmidt asked if air conditioning units would be visible; Mr. Richards indicated they would not be visible. Chief Weinand indicated every outparcel was entitled to a monument sign. Consultant Nilsa Zacarias clarified that the height of the monument sign was 8', which complied with Code. MOTION Board Member Schauer moved approval of the application for modification of the County Line Plaza overall site to expand outparcel No. 4. Vice Chair Schmidt seconded the motion_ The vote on the motion was as follows: Jame� Hackett - Yes Michael Schmidt - Yes �� RECEIPT: CHECK NO.: AM�ITNT: SITE PLAN REVIEW APPLICATIDN & CHECKLIST PR�JEC7': Countyline Plaza - Chase Bank LOCATTON: NW comer of US-1 and Village Blvd 60-43-40-30-00-001-0190 PROPERTY CONTROL NUMBER �D�ESS: 728 N. US 1 A. DRC REPORT & APPLICANT RESPONSE: �. � B. STATEMENT OF OWNERSHIP: Tamwest Rea�ty �nc. - see warranty �eed C. STATEMENT OF INTENDED USE: Financial Institution D. STATEMENT OF COMPLIANCE WITH COMP PLAN & CONCLTRRENCY REQUIREMENTS: Please see attached letter. E. STATEMENTS OF PRELIMINARY REVIEW BY OTHER AGENCIES:_ P�ease see attached F. GENERAL LOCATION MAP: Please see attached plan set. G. ENVIRONMENTAL IMPACT ANALYSIS/STLJDY: Please see attacned drainaqe/environmenta� H. TREE SURVEY: Please see attached p set statement. I. SITE PLAN: 1. ARCHITECT-ENGINEER-SURVEYOR-PLANNER-DEVELOPER:_ See P�an Set 2. DETAILED DESCRIPTION: (a) BOUNDARIES 8L TOPOGRAPHI' _ Boundary Survey by Pulice Surveyors (b) EXISTING STREETS U_S. Hwy 1& Interior drive aisle's. ' (c) ADJACENT BUILL��VG &/OR STttu i. i uicB� _ See site P►an (d) ACCESS (INGRESS & EGRESS) _Via interior parking drive aisles, see site plan. , (e) TRAFFIC IMPACT STATEMENT See attached TIS provided by McMahon Associates (fl TOTAL PAVING WITHIN PARKINU AREAS (SQ. FT. &%) �a ,281SF/58% (g) OFF STREET PARKING/LOA.DING � �� =S 22 Parking / 0 loading(N/A) (h) TABULATION OF PARKING/LOADING SPACES _See Site P�an (i) RECREATION FACILITIES & LOCATION N�A (j) SCREENS & BUFFERS _ See Site Plan & Landscape Plan _ (k) REFUSE COLLECTION AREAS Dumpster provided and approved by Waste Management (1) AVAILABILITY OF UTILITIES : POWER yes WATER yes SEWER yes TELEPHONE YeS CABLE TV yes FIRE HYDR.ANTS Yes (m) PROPOSED UTILITY EASEMENTS OR GRANTS See Sheet C-9 (n) PROPOSED RIGHTS-OF-WAY _ no 3. GROSS ACREAGE / ACRES & SQ. FT _ 0.72 Ac / 31,258 SF (a) TOTAL OPEN SPACE (SQ. FT. &%} _ 0.2o Ac � s ,665 SF (b) TOTAL LOT COVERAGE (STRUCTLJRES)(SQ. FT. & %) 4,312 SF / 0.10 SF (c) TOTAL LOT COVERAGE (IMPERVIOUS SURFACE: ALL PAVING, WALKWAYS, PATIOS, DECKS, ETC.) (5Q. FT. &%) 18,281 SF / 58.49% (see site plan) (d) LOT COVERAGE (GREEN AREAS) (SQ. FT. & %): 1. WITHIN ALL PAVING AREAS 6, 365 SF / 20.36° 2. REMAINDER ALL AREAS 2, 300 SF / 7.36% 3. TOTAL LOT COVERAGE a, 665 SF / 27.72° (e) IJNITS PER ACRE N/A (� TOTAL SQ. FT. AREA ALL BUILDINGS, ALL FLOORS _4 ,312 SF J. PROPERTY & LANDSCAPE MAINTENANCE PROVISIONS (AGREEMENTS / SURVIVABILITY BONDS) None K. PRELIMINARY PLANS AS FOLLOWS: 1. STORM DRAINAGE See Paving, Grading & Drainage Plan, Sheet G7. 2. SEWER LAYOUT See Water, Sewer & Utilities Plan, Sheet C-9. , 3. WATER DISTRIBUTION & SYSTEM LAYOUT See Water, Sewer & Utilities (INCLUDING BACKFLOW PREVENTER LOCATIONS) Plan, Sheet C-9. i 4. UNDERGROUND ELECTRIC LAYOUT � See Water, Sewer 8� Utilities � (INCLUDING TR.ANSFORMER LOCATIONS) Plan Sheet C-9. . 5. TELEPHONE & CABLE UNDERGROUND LAYOUT (INCLUDING ABOVE GROUND JUNCTION & DISTRIBUTION BOX LOCATIONS) not shown L. ARCHITECTURAL ELEVATIONS (ALL ORIENTATIONS) Sheet P�an Set A4.1 & A4.2 M. BUILDING APPEARANCE & LANDSCAPING See Architectural and Landscaping Plans. N. SIGNS (PROPOSED NLJMBER, TYPE, SIZE & LOCATIONS) _ See Pavement marking and Signage Plan, sheet C-11. O. PROPOSED TOPOGRAPHIC CONSIDERATIONS (DREDGING, FILLING, SLOPE, DRAINAGE PATTERNS, NATUIRAL VEGETATION, ACCESSIBILITY, RETAINING WALLS, BERMS, PRIVACY WALLS AND/OR FENCES) See Site Plan. P. FLOODPLAIN MANAGEMENT CONSIDERATIONS: 1. ZONE DESIGNATION � 2. BASE FLOOD ELEVATION N 3. PROPOSED FINISH FLOOR ELEVATION 23.50 4. COASTAL HIGH HAZARD DESIGN CONSIDERATIONS none Q. DEVELOPMENT STAGES (PHASES) single phase �' l- �� s APPLICANT' S SIGNATURE Z/�Gv �'zo�l DATE 23 COPY SETS REQUIRED AS FOLLOWS: 2 Sets- Full Size, Engineered Signed and Sealed(IJsed for permitting) 8 Sets-Full Size 13 Sets-Reduced to 11 x 17 ONLY if legible ' , . � � . , �--- �\'\ , �,�� ' . ..:. .........i�� ._._... .... .........,... ...__ __ . ' � ��r��`� �:�= �� , �, THI3 INSTRU!lEN14`�ARED BYi PETBR S. AOLTON;`� q. JONSS, FOSTER, JOHNS 6 STU8B5, P.A. 505 South Plsglar sulte 1100 Post Offica Drewes weet Palm 8each, Fl ��a-:>, 33402-3475 � �itILL CALL IBSv \•s-..:i,�'� MAY-f4-149 �1.(�PfO 9� '�DENTIFICATl�� UMBER: 4Rg 7�50 P9 899 . i PROPERTY CONTAOL NUHBEAS: \�~� �0(1 �1SSOfQOIJ.QO DOC 4TfIOQOO 60-43-40-30-00-001-OOSI�� CLERK OF 1T� C4UR'f - P8 COUNTY� fL - - -0190 60-43-40-30-00-002-0041 � 1 ;�� . ��. � �� T8I8 SPBCSAL 1171RRADiTY D88D ��he 18th day of May, A.D. 1992, by TEQUESTA PLAZA CORP., a cor r�tiy�n existinq under the laws o! Florida, and having its pr' Y� place of business at c/o MidLantic Corporation, 499 �a,, Street, Metro Park Plaza Edison, New Jersey 08818 (he ' ytps�r called the grantor), to TAMWEST REALTY, INC., a Florida��o�btation, whose post office address is / -O/ ' iy� (hereinafter called the qrantee) : ; ; s1 �� (wherever used herein the terms ^grantor• nnd�cyr e" include ell the partiea to thie inetrument and the heire, legalt and aeeigne of individuele, end the eucceaeore and aeeigne o� orporatione) � ��, IlitaeaoatL: That the qrantor, o�;and in consideration of the sum of Ten Dollars ($10.0�--,;��d other valuable considerations, receipt whereof is hereby ��{c)� , owledged, by these presents does grant, ba=gain, sell, alien, i�aia� , release, convey and confirm unto the grantee, all that cert�iiErtt�I�d situate in Palm Beach County, Flocida, vi,z: ��C �..-- /�� ti_. ,+' SEE LEGAL DESCRIPTION ATTACHED � AS EXHIBIT "A" Togethar with all the tenements, hereditaments and appurtenances thereto belonginq or in anywise appertaining. To 8ave ana to gola, the same in fee simple forever. 8ubiaot, hoNevar, to restxictions, reservations, conditions, limitations, easements of record; matters which would be disclosed on an accurate survey; taxes for the curx'ent year and all subsequent years; and all matters listed on Exhibit "H" attached hereto and made a part hereof. And the qrantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has qood � ... r; _. _:�'�: �- , ~ . �,`t.� . . _ .. "�'� . . •.C- _�: � � �i . A!!�!S'�'�S�?Rt;,."•:�t1{��%�y�'r.+�_•.�.. �a•w�rr�vp�,.�rti�..�'7�?'!��.'S"G'•;�131StTA.��`�Ci.+e2tasw.t1Farn�aww•-e�vw.w�-....awp+...�+�� s..., ` 4`. �� r- . � F �� . .. `� l.� >, � 4R8 7250 Pe 900 .;.; �� r�, right and laa�1��1?authority to sell and convey said land; that it vill defend '�tfe same aqainst the lawful claims of all persons claiming by, t r� h or under the said qrantor. �� 1 Ia 111taesa ! the grantor has caused these presents to be executed in its �ta��, and its corporate seal to be hereunto affixed, by ite p�� ficers thereunto duly authorized, the day and year first abov�'�i�'itten. r"� ) Signed, sealed and de�-'�iered in our es ce: TEQUESTA ZA C , a Florfda ��'�`: corporat o � �-. . ' / /`,��• BV � rin e ��. j BRADLEY A. SCHERER ��4 Its: Vfce President r nt Name 7" ��`�`•� (Corporate Seal) � �� STATE OF FLORIDA �- COIJNTY OF PALM BEACH �� t"fv �}� The foreqoing instrument was ack�o�YBdtjed before me this � day of May, 1992 by Bradley A. Sdh�er as Vice President of TEQUESTA PLAZA CORP., a Florida Corpo�at�ion on behalf of the corporation. He is personally known ��o or has produced a driver's license as identification and ke an oath. � (NOTARY SEAL) .�,^ 7 V�C � Notd �, f Print Name: ,t�TBx s.�LT�D�/ �:_�.-= ` r My commission expires: � MO f ARRc\11721.119\tequeete.BUd `� �*��'� �pMM.�P.AUG. � � �E �AYNARO �wuc �or� 1 2 � � (lelter,'zeac�) Designation of �udiorizecl �gent C`on�ent for: S00 & 660 �s L`S High�ta� 1 I Tequesta, FI_ Th:s farm shal! ser��e as conseilt foi� Bohle►• Enginecrin�, LLC and 14�Iark Rickards, Proiect �VIa�i�cr and Edi��ard Y1eDonald, P.E. to act as aQenl Yo prepare and submit all docun�entation aflecting the subject property IimiCed to, applicaTions and petit[ons Yor PUD Concept Plan Amendment_ Site Plan appeoval. Architectural appro��al an�l al( necessai� Buildin� Permit and Mcillary Drainage and Civil Peiniits in conjunetion ��ith Qie proposed =1,279 S1 JP Morgan Chase Bank in the :�E corner of the propertl� identit7ed �s 60-=�3-40-30-00-001-0080 & 60-43-�0-30- 0O-OJ I-G 190 and referenced on the attached proposed site plan. I do hereb}� eive consent to Bohler Eneiueerine, LLC anct ;�'lark Rickards, Proiect l��langer nnd Ect�vard � ° 1-lcDonald, P.E.. to acl on our behaif to submit these a��pJications, all require:l material and doc�iments, and attend and represent us at ail meetings and public hearings pcitaining to the request(sl on the prnpem� described in the altached application_ Property o��•ner: Tam�vest Realt�� I�(C. �._= �'",..' . .�- �> F� C�--r^�-�, _--��-�' — �,. • --�---- -------------------------- (s�istnattu'e) �_ �� ' .� � _. � c �c?"�� (pr�nled name. litle) State of�°h��iiTte N �� Countv oPC�er�l �J�t� This #oregoing instt•ument was acicno�vled�ed before me this�" � a� of ��!�'" " . 2910, � ? •. h} �ll l��a l" �G'I /G(��/G`� . He(she is personally knonn to me or has produced ' _ � �� S � � � � �� 5 � _ as ideutil�ication and did!did not take an oath. '4otar}� Yublic In1«rmnlion � Ageot Information r� � -� --� " "(�.�G �P L _/ � ��1 �1ark Ri Pr��c_1_tana_er R, Si�natiti� ofN�tar, l � l:dti��u�d McDonald. P.E. ��"�� ]000 Co�i�rate Dri�e. Sui[e 25U --- , --- ��1��ti� � ;��'� �o. 0��4��7984 �€t�kified in 8rar�� Gour�ty ro,�t t.�«d�,�datA. rr.. �_,»=� .. is.�;ar� F�i�es Aug. 11, 20 l� -- ��s�-z�z-�000 rPf>> i �s+-�o?-�o�o �r�� 1 LETTER OF INTENT Countyline Plaza, Village of Tequesta, Florida Proposed Chase Bank Proposed is a redevelopment/expansion of the northernmost out parcel within the CountyLine Plaza shopping center, a Publix anchored commercial center located at the intersection of Village Boulevard and US-1. The northeast corner of the site is currently undeveloped; as shown below: �;� �..Q� ° '1 ---- - --- ___ _ __....1� , , -- ._....�. _._� -- i � � r V.�C',4rti.r. a+�ce�'��+� ' i � --- � - �+'� . . ti1 � E +z ` �' � - r _. � ...._._ _;._. , _, - . -�� x . �. � �' i� �,, � tas, � _ f re �� > ,� , x ", ¢� -'� i a ; _. -- � 1 y �_ -_--�-�-�-- �� . �P�ROJ��T AREA � �;, , � M1._ ,.. z �___, _..e _ �, . -. � e „� � ,�i: �[ _ '� � t �: � ��, <? �, � � �f C� �: � � � � � � � �° � r.: ,J ''ti, � � � ,� _ . J � __ : . � _ : , ____._ _w__ � �� , � . r , __— __ - � , _– � �. ,� _ .. , � �� ' � 3� ,, �; ; ; r�, � , I �`�� :I � i � _ _ ,� 5 �. , �''ti . + � �. ,.. ' � _,,,..'" � 'e� 4 .'� a-4. _._...,__._�� ' . _ _'+ ,��,, _� t _.__ta ._ ....a-...._..— -...___a .. - _ . ti f ., __ 5 _. � - - --... ...' _. - � - -- - r�' - - r � `' ' 1 � �� _ , � � �. ., } �_ , w . _ ` y: -' �y �,,.,,�.�- �, � . ,4.�,-,q,-\ � �7', i 1 ( ta y � -:� ;� i` ' Urj , _ '�� . . �'"a�6 � L�� e+, , ti a� �.r��,_w.. >, _ ..� .�..,.-F..�...- -. ,_.. � i�.,,� �R ; t ,�' A � � 4 x4.--�r �c-i � � � � .6d. ,. ��_ ' � t ..�_.�.:_ ,—.- .-__ amt.,., ,A, rolEtlik � y ��1 p�' +� �'-�6L ccer _ ! �� C} 3 `�'s:ia"`�sx.0 ' �� ; � n . 4 r _ . �+-- ;a� e, _�-� - f ��' � �. i y .. � �' ,, .. .' � - _.' ° . . � - �.� 1 �,� t . , � i r„if . � _, '�- � _.__iMa-----_�F' ...... . �. ..,._ .16 .�.. ._...�W ..�_3x�ID11 . � m*i, �.. , � �!S@ ....». .'<. _ ... IR' - ._�_._. � .. _._ . _. �.� . . , _ ip . . .:. --.....a � ! 6 �' y. , . ,. �l ?, li R _ h � �� E � � � A�+' � � E `�8� � �� ' � -�= _ u � c �- .� .id,-'i , �ti , . The applicant is requesting site plan approval for a 4,312 square foot J P Morgan Chase Bank branch, with 3 drive through lanes, 1 ATM drive thru lane & a bypass lane; shown below, as well as on the attached plan set in greater detail: �� ` ,. ` i '� ,,_. , ' � • 1, � f ° _ �.�.� „�. , a ��,_�� r-__'_--��,.�� 1� L. � e-y56�s I 1 i I �� t � � ��` `r � — � �F.��. — ..,-- C.� x �� a'*Y'�m� . .. .Qr— T � .,. t T , '� ' �_�.__;�i.� °"��A� i `"�1 �' t �: � 4?, � . ' �� -'i� . .,,�.. �.. 1 > � ,... �. � 1 ` � � __ �' ��ti- �...�.K... � �i :; � ,� �' � �. �.r..ora� � j a . � —. I �' W.I�� r,. ' �� rvr 1�� I � } � � ' iP —� � 1 l 'if ''T , , ` F � i � ,/� ; ` �� , ,� . I 1 f � ,m k � � � � �� J'EV L � % � L � ' � f � �` ` ;.r,.. � i u Nsrir� cM � 1 ','' �e ��` 1 .. s x� 1 � ..... a� n.aa'a � ' -0 "` , � y ,�.. �,""C. w k w -,.s ' r� -� ��. ,. ; .' 1. . ��„ "'.� � � � ~ � \ _ r '� � \ ,� �� ' s .� a�^`�,' �^'� �'�` � � �.. � . � r�weewE wr:_ . ` .. ` x � m , � � � � � � �k , we - _. ,. �. �`� n:":-.� �� ` ,. � `� m� � � � � '� � � � I �'� �� :.`� , ,�',, " v.�... ...� », x. L This project meets or exceeds the criteria set forth in the Village of Tequesta Code of Ordinances. General Objectives: � • The placement of the proposed bank is outside of the primary parking area for the Publix grocery store; in an under-utilized portion of the project, separated by the northern driveway access. The placement of the bank allows far the current turning movement far delivery trucks to remain in place, provides convenient parking for the bank customers and sufficient stacking for a safe queuing pattern. • Off-Street parking on an overall basis is affected by a net reduction in parking of 41 spaces; however this reduction does not cause the shopping center to fall below the required number of spaces for all uses within the site. For a better understanding of overall parking requirements, both existing and proposed please see the following chart: Use Parkin Ratio Required Parkin In-Line Retail (149,708 1 per 250 SF 599 spaces SF) Existing Out Parcels 1 per 250 SF 52 spaces (12,871 SF Subtotal (existin ) 651 spaces Proposed Chase Bank 1 per 200 SF 22 spaces 4,312 SF Total Re uired Parkin 673 s aces Total Provided Parkin 856 s aces • Existing Trees have been incorporated into the landscape design wherever possible however the adopted US-1 Streetscape Planting guidelines have been followed as a primary goal. The attached landscape plan indicates the trees that can remain, as well as the trees which must be relocated or removed where a conflict exists. In addition, notes have been added to the utility plan and landscaping plan specifying coordination with the Village Utility Director before any trees are relocated along the northern property line to protect existing utilities. • The proposed dumpster will be screened by an enclosure, as well a planting materials, and the planting around the building facade successfully screens from view any minor utility connections. Proposed dumpster enclosure wall elevation is 6' in height and the standard dumpster height provided by Waste Management is 4'-0". In addition, Waste Management has been contacted and has reviewed the proposed site plan for access and size of the proposed dumpster; please see the attached letter from Waste management manager Jim Coffey. All A/C equipment is roof-mounted and invisible from the ground, screened by a parapet wall. Please review the attached architectural elevations for greater detail. • The design of the site was partially governed by the geography of the land north of the northern driveway entrance to the site; which is narrower at the eastern end closest to US-1; widening out as the parcel extends to the west. The recommended throat distance, or uninterrupted internal driveway length extending from the right of way prior to a turning movement is rather large for US-1, and so the placement of a drive-through use dictated that the building needed to be placed far enough back from the road to allow for cars to access the site without creating a conflict. The main entry for the building faces east, as does the Publix anchor, and the other out parcel buildings. • A monument sign is shown along the US-1 frontage for approval. Please note the location of the monument sign is outside of the U.S. 1 ROW area and the existing 20' utility easement. Access and Circulation • The existing driveway connection is not modified, and it was important to maintain the current traffic flow into the center both for customer vehicles and delivery vehicles. The main drive aisle is not interrupted or affected by the proposed bank, allowing both of these types of through trips to continue. • Access to the proposed bank is convenient both for customers wishing to park and go inside the branch, as well as for drive-through customers wishing to pass through. Multiple drive through lanes helps to ensure that there will never be too long of a wait for drive through service, but 100' of stacking is provided to meet the requirements of the code for drive through uses (5 cars). • The fire route is intended to be along the sough edge of the proposed bank. A fire hydrant will be at the SE corner of the building (see attached plans) and the turning movements necessary for the fire truck are provided along the south and west facades of the bank. In addition, as discussed with the Fire Chief, 15.2' of paved travel lane has been provided between the overhead drive thru canopy and edge of curb (12' was required). Garbage and refuse • For security reasons, the bank will be using a private cleaning service to dispose of all paper refuse, which is shredded and disposed of by this same service. For this reason there is a very minimal amount of trash generated by this project. A dumpster is provided on the plan and has been approved by Waste Management; please see the attached letter from Waste Management. • The collection station/dum��ter enclosure is shown as being 6' high, with self- closing gates, in a location that will allow direct access far the service truck. Outparcel Expansion • The proposed outparcel expansion has been called out on the attached plans showing the limits of the proposed outparceL The outparcel line on the east has been extended all the way to the existing ROW line along U.S. l. Please note that the ROW line dips into the property 17', per the existing Right-of-Way easement (ORB 20512, PG 393). This is significant for the fact that the existing wall entry sign is within the U.S. 1 ROW area. Monument Sign / Entry Wall • The existing entry wall along the north side of the entry road currently sits in a right of way easement dedicated to U.S. 1. Because of the additional work in the expanded outparcel this non-conforming wall is proposed to be demolished. It cannot be reconstructed in place because of the right of way easement. The US-1 streetscape guidelines were used by our landscape architect in regards to the proposed landscape plan. Thank you for your consideration of this request; should you have any questions or concerns please feel free to contact me at (954) 202-7000. Mark Rickards, Project Manager < < Radice III B O H L E R 1000 Corporat� Drive, Suite 250 Fort Lauderdale, FL 33334 E N G I N E E R I N G PHONE 954.202.7000 FAX 954.202J070 February 24, 2011 Village of Tequesta - Community Development 345 Tequesta Drive ° Tequesta, FL 33469 ATTN: Nilsa Zacarias Applicant: Chase Bank — 728 N. U.S. 1- U.S. 1& Village Blvd. Level of Service and Comprehensive Development Plan Statement Dear Mrs. Zacarias, The following letter seeks to address the Level of Service Standards and the statement of consistency with the Comprehensive Development Plan as described in Section 78-331(h) and 78-333(16), respectively, of the Village of Tequesta Code of Ordinances. The proposed site located at the northernmost out parcel within the County Line Plaza shopping center at the intersection of Village Boulevard and US-1. The proposed addition of a 4,312 square foot Chase Bank exceeds the level of service standards listed in the code. 1) Traffic � Please see the attached Traffic Performance Standards Review from Palm Beach County Traffic Division. 2) Sanitary Sewer Plans have been submitted and approved by George DiCarlo at the Loxahatchee River District. Please see the attached Letter of Transmittal from the District in which the sanitary sewer system was approved on January 31, 20i 1. The plan was noted as approved with the condition that the proposed gravity sewer connects to the existing sanitary sewer system with a drop connection, per LRD detail SD-7. Engineering plans have been updated and changes shall be reflected in the building pernut submittal as is standard protocol. 3) Drainage See the attached Drainage Statement from Bohler Engineering. 4) Potable Water Per the requirement of the code it is required that the level of service for the proposed 0.72 acre site should not exceed the following: a. Average day water consumption rate of 1,455 gallons/day b. Maximum day water consumption of 2,182 gallons/day cs�sed off the proposed bank square footage of 4,312 the followinr= as a summary of the expected water demand of the bank. Please note that the demand does not exceed the level of service. a. Average day water consumption rate = 900 gallons/day b. Maximum day water consumption of= 1,350 gallons/day Per the requirements of section 78-331(h) and 78-333(16) of the Village Code of Ordinances as a licensed engineer in the State of Florida I certify that the proposed Chase Bank at 728 N. U.S. 1(corner of U.S. 1& Village Blvd.) meets or exceeds all or the requirements for infrastructure in regards to traffic, sanitary sewer, drainage and potable water as outlined in the Village Code of Ordinances. Furthermore, the OTHER OFFICE LOCATIONS: • 5outhboreugh, MA • Albany, NY • Ronkonkoma, NY • Warren, NJ • Center Valtey, PA • Chalfont, PA 508.480.9900 518.438.9900 631.738.1200 908.668.8300 610.709.9971 215.996.9100 • Phil.ade�phia, PA • Towson, MD • Sterling, VA • Warrenton, VA • Bowie, MD • Tampa, FL 267.4G2.3400 410.821.7900 703.709.9500 540.349.4500 301.809.4500 813.379.4100 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS www.BohlerEngineering.com , . proposed site plan for the Chase Bank conforms to the goals and objectives, and all other provisions of the village comprehensive development plan. The site is located in the Commercial future land use and is zoned G2. The site design and building are consistent with all of the applicable provisions for the land use and zoning. Sincerely, / �� Eddie McDonald, P.E. � BOHLER ENGINEERING, LLC Radice III B O H L E R 1000 Corporate Drive, Suite 250 Fort Lauderdale, FL 33334 E N G I N E E R I N G PHONE 954.202.7000 FAX 954.202.7070 February 24, 2011 Village of Tequesta Community Development 345 Tequesta Drive Tequesta, FL 33469 ATTN: Nilsa Zacanas Applicant: Chase Bank — 728 N. U.S. 1- U.S. 1& Village Blvd. PERTIENT PERMITS & AGENCY COORDINATION STATMENT Dear Mrs. Zacarias, The proposed site located at the northernmost out parcel within the County Line Plaza shopping center at the intersection of Village Boulevard and US-1. Shall conform to the following rules pursuant to Section 78-331(g) and Section 78-333 (17), as described in the Village of Tequesta Code of Ordinances, the following permits shall be coordinated with and/or obtained prior to the issuance of a building permit for the proposed 4,312 square foot Chase Bank as applicable. Please see below each item for a brief description of the permits status or its applicability to the proposed site. (1) Loxahatchee River District (LRD) � Plans have been submitted and approved by the Loxahatchee River District. The LRD does not issue a formal permit; they stamp the cover sheet of your plans approved. These stamped approved plans are then submitted during the building permit process. They do not issue a formal permit. (2) South Flarida Water Management District (SFWMD) A preapplication with SFWMD was held for this project on January 21 St . The basis for the drainage design is the previously approved SFWMD permit (#50-01662-5) for the County Line Plaza. The SFWMD Permit for this will project will be modified and approved prior to the issuance of the building permit, per Tequesta Code. (3) Florida Department of Transportation (FDOT) FDOT Drainage connection permit shall be required prior to issuance of the building permit. Drainage Connection Permit plans and application submitted to FDOT and a copy shall be forwarded upon receipt. (4) Palm Beach County Traffic Engineering Division Palm Beach County Traffic approved the proposed bank on Octe'��r 20, 2010. Please see the attached approval letter from Palm Beach County Traffic. (5) Florida Power & Light Company No permit is required by FPL. FPL has been coordinated and is currently working on a design and cost estimate for this site. (6) Telephone service purveyor AT&T has been contacted and phone service location to be coordinated prior to construction. OTHER OFFICE LOCATIONS: • Southborouyh, MA • Albany, NY • Ronkonkoma, NY • Warren, NJ • Center Valley, PA • Chalfont, PA 508.480.9900 518.438.9900 n3i.738.1200 908.668.8300 610.709.9971 215.996.9100 + Phil.adeiphia, ?A • To�nrson, MD � Ster�ing, VA • Warrenton, VA • Bowie, MD • Tampa, FL 2b7.402.3400 410.821.7900 703.7G9.9500 540.349.4500 301.809.4500 813.379.4100 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS � ENVIRONMENTAL CONSULTANTS www.BohlerEngineering.com (7) Waste Management Jim Coffey with Waste Management has reviewed and approved the size and location of the proposed dumpster location. Please see the attached Waste Management approval letter. ($) Tequesta Water Department Russell White with the Tequesta Water Department has been contacted and no separate permit is required from the water department. Tequesta Water Department will be coordinated with at time of meter installation. (9) Tequesta Fire Department Tequesta Fire Department has been involved with application through the Village of Tequesta from day one. Fire Chief James Weinand has reviewed plans and approved the site layout. No permit required for site plan approval. Final review and pernut will be conducted at building permit phase. In regards to the above referenced project, let it be known that all of the pertinent permits are being sought concutrently from the applicable agencies. It is further understood that these permits will be required prior to the issuance of a building permit for the above mentioned property. Should you have any questions or require any additional information please do not hesitate to contact me at (954) 202-7000. Thank you for your time and kind consideration with regards to this matter. Sincerely, � � Eddie McDonald, P.E. BOHLER ENGINEERING, LLC Loxahatchee REVer �►��fl��r� LETTER ,�� TR�NSl'VIITTAL Environmental Controt �istric� ��`�� "�� "�z � � D 2500 Jupter Park Dr. � � Jupiter, FL 33458-8964 ��:a� :�-=� .t_.�� Date 1-Feb-11 Job No {S61) 74'l-5'700, Fax {561)747-9929 "" Attention Eddie McDonald, P.E. GeorQe.DiCarlo��ioxal�:ateheeriver.org Re: Chase Bank - Counmty Line P1aza www,loxahatcheeriver.or� TO Bohler Engineering Radice III 1Q00 Corporate Drive, Suite 250 Fort Lauderdate, FL 33334 We are sertding yau � Attached � Under separate cover via FedEx the following items: � Shop drawi�ags �Prints � Plans Q Specifications � Copy of L,etter � Change Order � Gheck Capies Date N I�escription 3 1/31/2011 Sanitary Sewer Construction Plans - Approved as Noted These are transmitted as checked below: �For approval �Approved as submitted � Resubmit _ copies for approval �x For youz use � Agproved as noted � Submit � cQpies fc�r approval �As reguested �Reri�rned for corrections � Return � corrected prints � For review & comment � Qther �For Bids Due D Prints ret�uned after loan to us REMARKS Copy to File �,�,1 /47�- C.�-� Sign : eorge W. DiCarlo, P.E. Director of Engine�ring Services �� E � � E�,.� zi �� !� �r ,�� ` � , � ` �. � �,�,�, af � r;E; �� t�� z;�� .� � �: � � �A��' � � ��,�� - � � �€, E �� `� �. �� " �" ``� �'�� . �� ...E� ��.° 'I� WA�"iT� MA��►+I�i E11A �. 7700 SE Bridge Road, Hobe Sound, FL 33455 November 19, 2010 Edward M. McDonald, PE Bohler Engineering 1000 Corporate Drive Suite 250 Fort Lauderdale, FL 33334 Re: Tequesta - Chase Bank - County Line Plaza Deaz Mr. McDonald: Waste Management has reviewed the site plan drawing C-5 to determine adequate access for the proposed dumpster enclosure. We have determined that there is adequate access to the dumpster enclosure and that the minimum requirements of 10' x 10' clear open space is met with the proposed 12' x 13' enclosure. We do recommend three bollards at rear wall to prevent dumpster from hitting the containment wall. The water main cover in front of containment area was discussed with you and Bohler's position is our trucks would not compromise it. Upon providing service for the Customer at this location, the Customer warrants that customer's property is sufficient to beaz weight of Waste Management's equipment and vehicles and that Waste Management shall not be responsible for any damage to the Customer's property resulting from the provision of services. If I can be of further assistance, please feel free to contact me at 772-349-4051. Sinc , �- Ji Terri Manager, Waste Management 772-349-4051 � � � �;�, ��s, � �� '_� ra � '�' ��'r� :4 , � � � � �. . �x ' � }# . , � �,�- � � � �, � : � �^� � � ° �,�, '�, �.. � . . , � �$ . � R . � . . ^,.��*�` j � ii 9ie � . �..s, � �. "#' �� - � r ai} d .7 � .. � � � ��e � � �•�!�'" � . � � � � � � � �� s � _ ( �y ' e � '� �{` � '� � ,� '° ��, ;� > 3°s ,, "� .: ... � .[ �� , .. ,?�� t� ,� � � , a U�`�`` � . ,k ,�` �� •� � a �� ,r ; � � �� I �t I . .r�3 ��+>' � � � . � . �, , p,, x� � . � x �� . �� &: . . . 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J A � -- ,— . . _ � . -— -— —— �o I� i � � ��' . . � 1 I I � � �j =__--, � . ie � � � e� — — — — — — — — -- — — — — — —� � ' ---- � �' I � � ` � � --�--- �� I � �� , � � : � , W� � , � � 3 z ¢ � .� I I r I �� I I I � x¢ � — �' —___�--_-1—_--_5�—°__'J 9��I � � . . - - - T - - -r = = TW w - � ,� � ��,I., ��1�1 SCALE: N.T.S. , z i � i � �i�� ,�;; ;�; • i – � –1 – � ~ � J `� � CHANNEL LETTERS - EAST, SOUTH, WEST ELEVATIONS --r– – `� , � : , 3 i • �; «o � j � __�____�_____� � __� �/ , � � LETTERS- 47.OSF ; -- _ - r --- T ----- �W -- � �� = OCTAGON- 10.8SF --� 3 , � �_� B ,� �.� I I _ _ ' — - -- - � ('i �i TOTAL - 57.8 SF � � � _ _ � oi � � � �i � I � }_ � � � �� ' CHASE , � � � - � �� a Fos�,o. � � i ��,� /� ,�{ �`"��o"a�� °M � � PROPOSED �°D FINANCL4L INSTITUTION '� I . F � l `/ �` � �E ns No-Eo cno�.o.: sicrv.exwem ' PROJECT_ (4,312 S.F.) ' �� C �— il � � — F.F.E = 23.50 (N.G.V.0.) � y � °� �t �� APOUC PEWTER � �� _ _..._.,_.._._. _�, �� US t & VILLAGE y I - o �� WHITE t -6 � � LOCAiIOV � � � � � � �" LETTERS '� , � �� BLUE FoR � o �� / �OCTAGON BDG _ _ � � �\ � ARCHITECTS � 4 � � _ '� _� , � � �„�, `---�- � t'°�'' CHASE O , ,za N. �.s. , � VILLAGE OF iEQUESTA � ' '�� - M1 PALM BEAGH GOUNTY ap � � � � �� . � FLORIDA �� JL �� :Le�� _ � ,_BLUE 4B� \ STRIPE � BOHLER _� � �� APOLIC �� -� E N G[ Ii E E Y I N G SCALE: 1" = 20' � CVB BLUE � ... .�:_,�:. ,.,,� anoiceni "� � ` ' ' `' iooc coaaoanre oarve. suire ew FORT WUDERDALF, F� 333]4 N-(95a�[02-)00� %:(954�202-]0>0 SW 6108 .,.�Fao�,E�9Mee��g.wm LATTE �'��' �� EDW,�RD M, i�cDONAI,D SCALE: N.T.S. TOTAL - 45.0 SF PI101'I�.SSIpV,1L I�.VCi1Nf�.F.lt January 10.20�t RORI�P BUSINE55 G'Rt.OF AUTH �NO.2]528 SHEFT TIT�. E: SIGN PLAN NOTE: (WALL AND MONUMENT SIGN) EXHIBIT 1) ILLUMINATED CHANNEL LETTERS & OCTAGON ARE MADE FROM LEXAN I PLASTIC MATERIALS. s - 2) ALL COLORS TO MATCH BUILDING COLORSISAMPLES AS SPECIFIED. EX-3 � h-�1 z - ��;�� O 1""'1 W o 3 w�:..6y �� W °' °�.��E' �� O w n �� _'�� C� 5 �_ �� £3 9 � � � � � z ::::: ;� O� � � .� z � � �: �� ;a W ��<;�;� 3 ��;�' € � � � � �. � � 3 :1 U w O � O qEVI510N5: REV:' DpiE�. �� COUMEM B�': � � � REVISFD PER �RC ��' STAFGCAMMEMS � I �� ' I � � . . ��VT� �� I 9 �� 9 �� ' ��1� �Y� �� `�Y l� �� 1V` �� Y � i VICINITY 1 AERIAL Ml� �,OCATION MAP SHEET INDEX M PRWECTNO_ Fp9ptOt `^-�(�' 1„=JW� CHECKE00v: J ...._..—. :�r--..._.. ...e...e--_ ' x .�. . . .,,,, -„� '>� .-� o� ..� OATE . . , , . Ml�.a � 4 . X`s ,i', _ .. `� +� ._ f' . M1 �. . � . L�. . � . �. ".�:.. . . .. . � . . . . � . °. „ . � - :. � SCN.E: AS NOTED .' - � � . . . 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Trademark/Service Mark Application, Principal Register Serial Number: 77774522 Filing Date: 07/06/2009 The table below presents the data as entered. � , - , -� _ _�.. _.___ ---� ` SERIAL NUMBER � 77774522 ' MARK INFORMATION ;�___� .__�_._._..__ _.._.. �.�___ � ,.�._D..M.a . . ; �,_______ __�. _ __�____ ._ �. _n... _,____.__�_______ .� _ { i`:TiCR��EXPORT7`�IV�.IGEO��T7 ' `� MARK s ',77�`,?4Si77?4522�xmll',�P P000?.JPC� ` sPECtAL Foa� ___ ��__ __,�_� ..______�._; YES ��__r.____m. � USPTO-GENERATED IMAGE t NO � : LITERAL ELEMENT ; CHASE ' COLOR MARK � YES � ` The color(s) WHITE, BLUE, AND 1VICKEL- �; ; CoLOR(s) cLA1N�En ' SILVER is/are claimed as a feature of the ' (If applicable) � � mark. � � ' The mark consists of the word CHASE with a= � white surface and blue-colored depth; an ; �DESCRIPTION OF THE MARK � octagon with a blue beveled surface, nickel- ;(ana Color Location, if applicable) � colored depth, and nickel lines � � � dividing the octagon into segments; and a � ' three dimensional presentation. __�____a_��._...._._�. ___________._____.___.��_..._.__._.__._,____�_w___.__._a....___,�___._____._..._.._____,__ ' PIXEL COUNT ACCEPTABLE = YES _____.___.__.W______�.��..�.._,_�. __________..___.__ � _____�_____._____r_.�_______��___.__.____.___._.______�_�._ �_ �_ � Pf�EL COOIYT ',. 696 X 900 ___ i�______�._ ._.__ _.. __.. �__. ____.__ � __.�.._ ___,w __ __ _._______ _,_ � ___.__ . _, ' REGISTER = Principal APPLICANT INFORMATION `*OWNER OF MARK � JPMORGAN CHASE & CO. �rsTa�ET � 270 PARK AVENUE ; � �__.�� .__ _ __ �..____.____�-NEW �YORK_��________ .�________�; w��_....�.W�._�_ _a�______.__._.___..__�__�.____._____.__ � ___,_.______________�___.__�_._,�._��.____.____ _._ *STATE = New York ; (Required for U.S. applicants) � ��COUNTRY i United States � � ZIP/POSTAL CODE ` z a10017 � !(Required for U.S. applicants only) 3 �...�_w._�___.�_._ _._� �_____ �__.�________ .� _ ..� �._�_ _.�� ; LEGAL ENTITY INFORMATION j �, TYPE ��.�� _, corporation � � . � , STATE/COUNTRY OF INCORPORATION � Delaware i GOODS AND/OR SERVICES AND BASIS INFORMATION ; *INTERNATIONAL CLASS � �� 036� �� ` , _ � _ w _ �____.�. _... �. __. _.__ ___.�__________... ______. __, ____ � �_._ s_____ . ___ _, - '�IDENTIFICATION { �3r\�K1�Ci ;��'�;D FI�<��C`lr=1L. �ER�%'IC�-S ; � _��.____a_____________.________�_____.�__�.__._____ ____�_.__�__�__.�_____�__ .._�_ � '�� F�L�NG sAS�s E SECTION 1(a) FIRST USE ANYWHERE DATE � At least as early as 10/00/2005 ; _�______._ ________..�___.._.___�___..__ _.�._�._.e.---.--_-;_-_.._._.�_______.__ _____ �..______._..___.___�__£ FIRST USE IN COMMERCE DATE s At least as early as 10/00/2005 ......,....._._.__._......_____�._... _.M...�....�._�..._...�.�.��_...,,.�..,___"'_.__ t �...�__...,__...�.._�'_____..�...�._...�.,.-._...._ �.�..._...�.._�.V...__...._ � SPECIMEN i °�'TICRS'�_�XPflRT7�.iMAGEC)C,fT? � FILE NAME(S) ; ,777`.7�5',7 f774>22`�_xm11\:�1P P0003,JPG E , _ � .__.___ __________.�.._�.�_._ � __ _� ___. _. _�_. � __�.�___.._ _________ � � _ _ � _.___� �, A PROMOTIONAL SHEET CONTAINING ; SPECIMEN DESCRIPTION � A PHOTOGRAPH (BOTTOM LEFT) OF ' AN ACTUAL SIGN DISPLAYED ON A � BANK BRANCH � ADDITIONAL STATEMENTS SECTION _�___� �.__.__.__.__� -----�--_---- ------------- -�,� The applicant claims ownership of U.S. i ; PRlox REG�sT�T1oN(s) '. Registration Number(s) 1393993, 3352010, ! 0718714, and others. ATTORNEY INFORMATION NAME ; STEWART J BELLUS fi : �� NA1v�E < �'OLLARD AND ROE � � : ' STREET ' 1077 NORTHERN BLVD � CITY ROSLYN � STATE ; New York ' COUNTRY � United States ; ; < �__�_.__.��._ ____ __�.__ ____ _�___.__; � zirirosTaL conE ' 11576 _____._�_�_.____�._.�� ___ ___..__� ___._,___ti___.�,____�� ____�___� _ � _.__n.___.__._______�W___ _�,_w,__.�_ PHONE � 5163659802 '_ FAx ' S163659805 � OTHER APPOINTED ATTORNEY 1 AIMEE KAPLAN ' CORRESPONDENCE INFORMATION ', NAME ' STEWART J BELLUS ' Fl� NAME � COLLARD AND ROE � _.�. _M__ __ ___.___�._.____..__�_�_____,�. `___ _ __ ; s'�'REET � 1077 NORTHERN BLVD ! cITY � ROSLYN ' STATE ; New York ; ; COUNTRY � United States i � ZIP/POSTAL CODE � 11576 ; �.nw.�._ �e___ ___,_ ._.�..� _�..._�_�-___ --� ....__�..��......�.�e.�. �.�.__ � rxoNE j 5163659802 : FAx ? 5163659805 t FEE INFORMATION ' NUMBER OF CLASSES � 1 ` ._ _w �.�...__.___ _ .___._ _ _ ____ __ . ____�. _ � �_ _._ _ __._._ ;.._._ __._ _ ______ � _�___.______ __ __._.._ _ �. __ ____ _ _ __ _ _ .� FEE PER CLASS � 325 � � �'TOTAL FEE DUE = 325 __�_.__�____._M_ ____.__._ ___�_._._._�_.___. ; `TOTAL FEE PAID i 325 SIGNATURE INFORMATION SIGNATURE /SJB/ ' SIGNATORY'S NAME . STEWART .f BELLUS ' SIGNATORY'S POSITION i ATTORNEY _�. � _ ____._._________.�_ . ._� __._ _ _ _ _� __,___._ _ _ _ ___ _ �__� ._� __ _ � __. __ _ �_._____ _.__��_. ___.._ ____ __._ _ __ � _ . � DATE SIGNED � �7/06/2�09 ; .. � Trademark/Service Mark Application, Principal Register Serial Number: 77774522 Filing Date: 07/06/2009 To the Commissioner for Trademarks: MARK: CHASE (stylized and/or with design, see nzark The literal element of the mark consists of CHASE. The color(s) WHITE, BLUE, AND NICKEL-SILVER is/are claimed as a feature of the mark. The mark consists of the word CHASE with a white surface and blue-colored depth; an octagon with a blue beveled surface, nickel-colored depth, and nickel-colored lines dividing the octagon into segments; and a three dimensional presentation. The applicant, JPMORGAN CHASE & CO., a corporation of Delaware, having an address of 270 PARK AVENUE NEW YORK, New York 10017 United States requests registration of the trademark/service mark identified above in the United States Patent and Trademark Office on the Principal Register established by the Act of July 5, 1946 (15 U.S.C. Section 1051 et seq.), as amended, for the following: International Class 036: BANKING AND FINANCIAL SERVICES Use in Commerce: The applicant is using the mark in commerce, or the applicant's related company or licensee is using the mark in commerce, or the applicant's predecessor in interest used the mark in commerce, on or in connection with the identified goods and/or services. 15 U.S.C. Section 1051(a), as amended. In International Class 036, the mark was first used at least as early as 10/00/2005, and first used in commerce at least as early as 10/00/2005, and is now in use in such commerce. The applicant is submitting one specimen(s) showing the mark as used in commerce on or in connection with any item in the class of listed goods and/or services, consisting of a(n) A PROMOTIONAL SHEET CONTAINING A PHOTOGRAPH (BOTTOM LEFT) OF AN ACTUAL SIGN DISPLAYED ON A BANK BRANCH. S�ecir��er, Fi1c;1 The applicant claims ownership of U.S. Registration Number(s) 1393993, 3352010, 0718714, and others. The applicant hereby appoints STEWART J BELLUS and AIMEE KAPLAN of COLLARD AND ROE 1077 NORTHERN BLVD ROSLYN, New York 11576 United States to submit this application on behalf of the applicant. Correspondence Information: STEWART J BELLUS COLLARD AND ROE 1077 NORTHERN BLVD ROSLYN, New Yark 11576 5163659802(phone) 5163659805(fax) A fee payment in the amount of $325 has been submitted with the application, representing payment for 1 class(es). Declaration The undersigned, being hereby warned that willful false statements and the like so made are punishable by fine ar imprisonment, or both, under 18 U.S.C. Section 1001, and that such willful false statements, and the like, may jeopardize the validity of the application or any resulting registration, declares that he/she is properly authorized to execute this application on behalf of the applicant; he/she believes the applicant to be the owner of the trademark/service mark sought to be registered, or, if the application is being filed under 15 U.S.C. Section 1051(b), he/she believes applicant to be entitled to use such mark in commerce; to the best of his/her knowledge and belief no other person, firm, corporation, ar association has the right to use the mark in commerce, either in the identical form thereof or in such near resemblance thereto as to be likely, when used on or in connection with the goods/services of such other person, to cause confusion, or to cause mistake, or to deceive; and that all statements made of his/her own knowledge are true; and that all statements made on information and belief are believed to be true. Signature: /SJB/ Date Signed: 07/06/2009 Signatory's Name: STEWART J BELLUS Signatory's Position: ATTORNEY RAM Sale Number: 8525 RAM Accounting Date: 07/06/2009 Serial Number: 77774522 Internet Transmission Date: Mon Jul 06 10:59:56 EDT 2009 TEAS Stamp: USPTO/BAS-72.68.148.21-20090706105956171 462-77774522-400a3fd1c3e651d9877c8fe5e7f 6bb8b395-DA-8525-20090706104935239957 . . � ; � � � .�� --� ...,__._. : �r � � � rt � _ CHASE � Chase BankChannel Letters � � �� Front Vfew �ide ��Iie�a✓ Side lhe�rr at�ymbol at Let[er FrortVie�,v Side `�/ievv Sldr'Ji�w st�}�rrbr�� ar I?Cter ,,;�� `�% : � � � � � - � � �� 3 �' _---.., � � ;' Radice III B O H L E R 1000 Corporate Drive, Suite 250 Fort Lauderdale, FL 33334 E N G I N E E R I N G PHONE 954.202.7000 FAX 954.202.7070 DRAINAGE/ENVIROMENTAL STATEMENT FOR Chase Bank — U.S. 1& Village Boulevard 728 N. U.S. 1 Tequesta, FL Prepared By: BOHLER ENGINEERING EDWARD M McDONALD, P.E. The subject property is an existing parking area servicing the County Line Plaza at U.S. 1& Village Boulevard — Tequesta, FL. The site is currently developed as a parking lot servicing the existing Publix. There are no wetlands or sensitive environmental areas on this site that will be disturbed as a result of this project. This project proposes to expanded the existing outparcel to construct a 4,312 square foot chase bank and 851inear feet of exfiltration trench. The addition of the 4,312 square foot Chase Bank will result in the increase of impervious area by 0.39% or 2,998 squaxe feet. This increase in impervious area shall be compensated with the proposed 85 linear feet of exfiltration trench to offset the lost in soil starage, volumetric storage and water quality resulting from the decrease in green space. All runoff from the site shall be directed to the proposed stormwater inlets, which are tied into the existing overall system servicing the County Line Plaza. The grading of this site shall be such that all stormwater runoff shall be kept on site and directed to the proposed expansion of the existing stormwater system. Permits / modifications will be obtained through South Florida Water Management District prior to construction commencing. The previous SFWMD Permit (50-016662-5) shall serve as the basis of the design such that the system mimics and protects the existing stormwater treatment system design and performance. Also, Best Management Practices will be implemented with regards to erosion control and pollution prevention during construction activities. As detailed above, the proposed Chase Bank will not impact the capacity of the site and no adverse impacts will occur to off-site properties�e�� Ib��j y ��Ja�nty Line Plaza st, r��ping cen+..er. `: �1�P •'��GENS�''•''!� �� . . .. �. r 1 * � Np. 71615 � — * _ ' �,�/ — / ` % ��vard c n��d�e�� ,�� a�j� 1 s ��►►� OTHER OFFICE LOCATIONS: • Southborough, MA + Albany, NY • Ronkonkoma, NY • Warren, NJ • Center Vatley, PA • Chalfiont, PA 508.480.4900 518.438.9900 631.738.1200 908.668.8300 610J09.9971 215.996.9100 • • • • Warrenton, VA • Bowie, MD • Tampa, FL Phitadelphia, PR Towson, MD 5terling, VA 26?.402.3400 410.821J900 703J09.9500 540.349.4500 301.809.4500 813.379.4100 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS www.BohLerEngineering.com ` � �� . ��. � Y,,,� � .. , � ��r„r� F �� , � I .. . y . ., , . ,;'./,� f s 9r ; �, 3 : . � �� , .:��,/�I�, r �`d ;� � � f%s/.�!' " � �. � �I��I v3� i�� ` r� '�r / ,�r %�/� " ,� ^� � r � � r � � f ,�,J � �� .��` ,�� ! �� rr �� , �' � �4�'� , y �� a� � � f�� „' / �,f/ � i,l rr r rl f ." ; � �� fi": � f � �� fi "� f�`� r�� . / � � � �� ,�! � �-`��,� i � ''� f , ''`� a l�' ,�';r�� !;�., „, :� �: � f ; ti� ,f� , � � �, � � ,� ,� r<�' �f /� ri�. .,�,;r`f �� . r ,� ' ,�r � � � � " f r ` �i �, ��'''�+.'� �;, '� ,' �if t '; ;% f. � � �� `� �'��f�f�� ;�s �' ,�r �, � � �� ,� . � �. �`� 1 i �� ""y; �r .�'+ s � ` ' ' �,.`� � ;'�'��' �'�, '�"��, ! � �'''r' P �� ,, '; r�..z f � � �i;�f ' � �*� � "'� % �` rr� y��'�,��" r��, � � f 1- f ' ,, � ��'��'f,�'��ff �� ,' �� ,tlr`��„��f,l�� ./ .� ��;�� 1 iri'�.�, � �� f�'L�`�1 %'` r' %�" ,`rr,!,; ��'�� f',�� ! //f�'f �� , ' i � '�' � :�` ' i r � � f �fF �' f �: i �_ } r,.��' �! .+ ` f � s � Y %,!' ,�r� �"x' f ;' , �, ,�� . ,� ' i � ` `� �' f�'f , ,%'f�;? ,:' ,�f � �;'.��, ; �;'�,�� ,,� , � � � `��%' ,� ;�� ,� �.f � �� ;�� ',,��f `' ��``; '' � �� '" 'r "' �'-�'` �. , rt ��'� �'''° . r � . r /�, �� , �� f ?r., � � . "; ,,'' ,��; , � �' � ,�,;% � .� ��`'�� ., � _� � � .;,r�,� ±3� � �, .,, � ,� }i } 1 .�;'k 9� #�'.� � , . y�� Iy� r � r��i�, �{� �:.i:w.W... ! 6 1 `��t� 6 ii� /r '� � �i � �; f�,` �� M�� i, ' r � flyi�{�.t� F'' � � �%f �� ,� �` , -� �� ,�� 1 ', " r � /�, J %� � � . ;� � % ;� �� '�! � �� `�„ f, ��f � � ;%� �f r �" � � !% �� 1! � � ! ! ' , � f,.;: , r f f l.;. f � i � �. �t.�� „$' � ��{''� � ; ��"` '' �` �� ,�� :,�' , , . ��,�� ; . , �%i J �� # Prepared by . %. i �� , f�. N -.. . ;. , .r; � r`>., ;s � y� I � � ° % �I �I�I �' �� , . � � �,�� , ,, �.r� , ,�'�' �;�, CHASE BANK - VILLAGE OF TEQUESTA TRAFFIC ANALYSIS Prepared For: Bohler Engineering, LLC. 1000 Corporate Drive, Suite 250 Fort Lauderdale, FL 33334 ' ' Prepared By: ' ' McMahon Associates, Inc. 5500 Village Boulevard, Suite 103 West Palm Beach, FL 33407 ._._.�._ - �� /�� Natallia Thai� L�r�ari, P.E. Frofessional En�ineer License l�o. 68205 State of Florida, Board of PruLessi�nal �ngineers Certificate of Authorization No. 4908 September 2010 TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION .............................................................................�..,.,..,.....,.,,..�,,..,......,........1 2.0 DATA .....................................................................,,.,...,t..,...,..,.......,.........,..,.,........,,.....a...�a.......3 3.0 TRAFFIC VOLUME COMPONENTS ............................�.....,....t,.<..,....�....,,...,...,..�......�,.,....... 4 3.1 Project Trip Generation .......................................................�...,..........,.,..,,.,............w,...,...,.......... 4 3.2 Project Traffic Distribution ................................................�..,.......,,.....,...............,.,..............,.��..4 4.0 TRAFFIC PERFORMANCE STANDARD .........................�...,......,..,......,..,......,.....,....,.......,. 7 4.1 Radius of Influence .......................................�..,.......,........,..<,,,.,.,,,..a,.,�.,........,......,.�.,.,..,�...�.,,....7 4.2 Test One - Part One: Intersection Analysis ............................................................................. 7 4.3 Test One - Part Two: Roadway Links ...................................................................................... 7 4 .3.1 Significance ..............................................................................................t�..,...,,,...,.,.......y>..,. 7 4.4 Test Two - Five-Year Analysis.,......,....,..,.,............... ......................�..,,.......,......,..,,,.,,,,..�.....�,; ll 4.4.1 Significance � .............:...............�..,1....,.,..,...,.....,..,,.,.......,......,...11 ° ............................................ 5 .0 DRIVEWAY ANALYSIS ........................................................�.,.�a..........,,..,,t,.,...,......,,,...,.,.<..14 6.0 CONCLUSION ....................................................................................................,..,..,....,........,18 -i- LIST OF FIGURES TITLE PAGE Figure Site Location Map .............................................................................................................. 2 Figure Project Distribution .............................................................................................a......,...,... 6 Figure Radius of Influence ...........................................................................................�,.,...,.,.,,.... 8 Figure 4 Driveway Distribution and Volumes ............................................................................15 Figure 5 AM Peak Hour Driveway Volumes ..............................................................................16 Figure 6 PM Peak Hour Driveway Volumes ............................................................................... l� LIST OF TABLES TITLE PAGE Table 1 Trip Generation Analysis ............................................................,.........,,...,..,.:...,,....,.t.�... 5 Table 2 AM Peak Hour Two-Way Significance Analysis — Test 1,,...,.�,..� ................................ 9 Table 3 PM Peak Hour Two-Way Significance Analysis — Test 1...� ..................,:.....,,"..,......10 Table 4 AM Peak Hour Two-Way Significance Analysis — Test 2 ..........................................12 Table 5 PM Peak Hour Two-Way Significance Analysis — Test 2 ..........................f...,,.,,......a 13 LIST OF APPENDICES Appendix A Palm Beach County Volume Data Appendix B Existing Driveway Count Data 11 - 1.0 INTRODUCTION McMahon Associates, Inc. (McMahon) has completed a traffic analysis for the development of an outparcel located in the northeast corner of County Line Plaza, in the Village of Tequesta. The Palm Beach County Property Appraiser identifies the plaza with parcel control number (PCN) 60-43-40- 30-00-001-0190, 60-43-40-30-00-001-0080 and 60-43-40-30-00-002-0041. T'he proposed development, with an anticipated buildout year of 2012, will include a 4,310 square foot Chase Bank with three (3) drive-through lanes, and an ATM lane. Figure 1 graphically depicts the site location. Access to the proposed bank will be provided via the existing driveway connections to County Line Plaza. It is anticipated that the majority of traffic destined to and from the proposed bank will use the northernmost driveway connection along US Highway 1 to County Line Plaza. The proposed development traffic impacts have been evaluated in accordance with Article 12 of the Palm Beach County Traffic Performance Standards (TPS). -1- NTS C3", � �� Martin County Palm Beach County County Line Road , � . SITE Tequesta Dr Figure 1 Site Location Map M�MAH4N Chase Bank - Village of Tequesta Traffic Analysis •. � . . Vill of Tequesta, FL 2.0 DATA Roadway capacities for the buildout year (2012) and the five-year (2015) analyses were obtained from the TPS database and are included in Appendix A. -3- 3.0 TRAFFIC VOLUME COMPONENTS 3.1 Project Trip Generation Using trip generation rates and pass-by information obtained from Palm Beach County, trip generation estimates were developed for the proposed land use. Based on the trip generation analysis, summarized in Table 1, the proposed use is expected to generate 423 daily, 20 AM peak hour and 41 PM peak hour total trips, after accounting for pass-by traffic. 3.2 Project Traffic Distribution The distribution of the site-generated traffic onto the surrounding roadway network was determined based on the land use and existing travel patterns. The resulting distribution is illustrated on Figure 2. As shown on Figure 2, 40 percent of project traffic is destined to and from the north along US Highway 1 and 60 percent of project traffic is destined to and from the south along US Highway 1. Of the 40 percent destined to and from the north,l0 percent is anticipated to use County Line Road, while the remaining 30 percent is expected to be destined to and from US Highway 1 in Martin County. The trip distribution percentages were applied to the net external peak hour trip generation to determine the project assignment on each of the roadway links within the project radius of influence. -4= 1'R13I,E 1 TRIP GElalF.[ttL'I'ION AtVALYSTS CI-G�SF BANK - iJILLAC;E OF'TEQUESTA TItAPFIC AIVALYSIS Proposed Drive�in Bank 912 T= 265.21*(X) 4,310 SF 50% / 50% 572 571 1,143 0% 0 572 571 1,143 63% 720 212 211 423 Sub-Total: 572 571 1,143 572 571 1,143 720 272 2ll 423 .�R.kI brive-in Bank 912 T=12.35'(X) 4,310 SF 56% I 44% 30 23 53 0% 0 30 23 53 63 % 33 14 6 20 Sub-Total: 30 23 53 30 23 53 33 14 6 20 PM Peak Hour m o ed Lhivrin Bank 912 T a 25.82*(X) 4,310 SF 50% a 50% 56 e 55 111 0% 0 56 55 111 63% 70 21 20 41 Sub-ToiaL• 56 55 1ll 56 55 111 70 21 20 41 Notes: (1) - Trip Generation was based on January 28, z009 Palm Beach County Trip Generation Rates . F:�FL\10551M_Bohler ChaseBankTequesqN0551M_01\TrefficMalysislAnalysisTahles � � �� NTS � � ,� `� � 30% Martin County ___.._________ �_..________ _..________.._____. 10% Palm Beach County County Line Road 40% County Line Plaza 60% Tequesta Dr Le end XX% Project Distribution Figure 2 Project Distribution � M�MAHON Chase Bank - Village of Tequesta Traffic Analysis �. � . Village of Tequesta, FL 4.0 TRAFFIC PERFORMANCE STANDARD 4.1 Radius of Influence The proposed project will have a radius of influence of 0.5 miles based on the TPS requirements as defined in Article 12 of the Unified Land Development Code, based on the anticipated net new trip generation of 41 PM peak hour trips. Figure 3 identifies the major thoroughfare roadways within the radius of influence. 4.2 Test One — Part One: Intersection Analysis No roadway segments were determined to be significant within the radius of influence. Therefore, no intersection analysis was performed. The proposed development satisfies Test One, Part One of the Palm Beach County TPS. 4.3 Test One — Part Two: Roadway Links Significance was determined for all major roadways within the project radius of influence. For those roadways determined to be significant, link and/or intersection capacity analyses were performed. 4.3.1 Significance For links where the project traffic is expected to be five (5) percent or more of the Level of Service (LOS) D roadway link capacity threshold for I-95 and one (1) percent or more of the LOS D roadway link capacity threshold for all other roadways, the project will be considered significant on that link. Table 2 and Table 3 summarize the significance analysis for the roadway links within the radius of influence for the AM and PM peak hours, respectively. Results of the analyses indicate that no roadway segments are expected to be significant during AM or PM peak hour conditions. Therefore, the proposed development satisfies Test One, Part Two of the Palm Beach County TPS. -7- O N �C�. '�: � �� NTS �� Martin County Palm Beach County ,, ,, ... , County Line Road Coux�t� Li�+� �1 a Tequesta Dr Le end �� 0.5 Mile Radius of Influence Figure 3 Radius of Influence �,��MAHON Chase Bank - Village of Tequesta Traffic Analysis � . � . . Village of Tequesta, FL TABLE 2 AM PEAK HOUR TWO-WAY SI�NIFICAN�E .4NALYSIS - TEST 1 CHASE BANK -'VILLAGE OF TEQUESTA TIZAFFIC ANALYSIS N. US Highway 1 Tequesta Drive Project Site 1304 bLD 4,680 60% 12 0.26% No N. US Highway 1 Project Site County Line Road 1304 6LD 4,680 40% 8 0.17% No Eas est . �ounty Line Road US Highwaq 1 �Old Dixie Highway 0 2L 1,460 10% 2 0.14% No F:1FL\70551M_Bohler ChaseBankTequesta\10551M_011TrafficAnalysislAnalysisTables TABLE 3 PM PEAK HOUR TWO�WAY SIGNIFICANCE ANALYSIS - TEST 1 CHASE BAIv1K - VILLAGE (JF TE�LTESTEI TRAFFIC ANALYSIS N. US Highway 1 Tequesta Drive Project Site 1304 6LD 4,680 60% 25 0.53% No N. US Highway 1 Project Site County Line Road 1304 6LD 4,680 40% 16 0.35% No County Line Road US Highway 1 Old Dixie Highway 0 2L 1,460 10% 4 0.28% No F:\FL\10551M_Bohler ChaseBankTequestal10551M_01\TrafficAnalysisWnalysisTables 4.4 Test Two — Five-Year Analysis Test Two considers the five-year analysis. Significance was determined for all major roadways within the project radius of influence. For those roadways determined to be significant, link and/or intersection capacity analyses were performed in accordance with Article 12. 4.4.1 Significance The LOS standard for Test Two is LOS E. For links where the project traffic will be five (5) percent or more of the LOS E roadway link capacity threshold for I-95 and three (3) percent or more of the LOS E roadway link capacity threshold for all other roadways, the project will be considered significant on that link. Table 4 and Table 5 summarize the significance analysis. Results of the analyses indicate that no roadway segments are anticipated to be significant during AM or PM peak hour conditions. Therefore, the proposed development satisfies Test Two of the Palm Beach County TPS. -11- Tt�BLE 4 AM PEAK ��OUR TWO-WAY �IGNIFICANCE ANALYSIS - TE�T 2 CHASE BE1NK - VILLAGE OF TE�UESTA TRAFFIC ANALYSIS 0 N. US Highway 1 Tequesta Drive Project Site 1304 6LD 4,920 60% 12 0.24% No IV. US Highway 1 Project Site County Line Road 1304 6LD 4,920 40% 8 0.16% No E t County Line Road US Highway 1 Old Dixie Highway 0 2L 1,550 10% 2 0.13% No F:1FL\10551M Bohler ChaseBankTequesta\10551M_01\TrafficAnalysis�AnalysisTables � TABLE S PM PEAIC HOUIZ TWO-WAY �IGNIPICANCE ANALYSIS - TEST 2 CH1�SE �3A1�iK - VILLAGE OF �'EQUESTA TRAFFIC ANALYSIS N. US Highway 1 Tequesta Drive Project Site 1304 6LD 4,920 60% 25 0.50% No �V. US Highway 1 Project Site County Line Road 1304 6LD 4,920 40% 16 0.33% No +County Line Road TJS Highway 1 Old Dixie Highway 0 2L 1,550 10% 4 026% No F:1FL\10551M_Bohler ChaseBankTequesta110551M_01\TrafficAnalysisWnalysisTables 5.0 DRIVEWAY ANALYSIS Palm Beach County requires that all peak hour, turning movement volumes, including pass-by trips, are shown and analyzed for all locations where the project traffic meets the Project Accessed Links. County Line Plaza is served by two driveway connections along US Highway 1 and three driveway connections along Village Boulevard. Given that the proposed site will be located on an outparcel in the northeast corner of County Line Plaza, the majority of project traffic fox the proposed bank are anticipated to use the northernmost driveway connection along US Highway 1 to County Line Plaza. The project distribution and driveway volumes for daily, AM peak hour and PM peak hour are shown on Figure 4. The projected AM and PM peak hour turning-movement volumes for the northernmost driveway connection along US Highway 1 to Count Line Plaza were determined based on adding project trips for the proposed bank to existing driveway counts. Existing counts were collected on September 21, 2010 from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM, and are attached in Appendix B. The existing AM and PM peak hour counts are graphically depicted on Figure 5 and Figure 6, respectively. Proposed bank trips were added to the existing driveway counts based on the trip generation and trip distribution analyses. Although a minor portion of the proposed bank trips may utilize one of the other driveway connections to County Line Plaza, to provide a conservati.ve analysis, all projects trips were assumed to use the northernmost driveway connection to US Highway 1. The AM peak hour and PM peak hour project txips and total trips (existing plus project trips) are graphically shown on Figure 5 and Figure 6, respectively. T'he northernmost driveway connection to County Line Plaza already includes an exclusive northbound left-turn lane of approximately 350 feet. The highest projected southbound right-turn volume for the northernmost driveway connection, 53 trips, does not require an exclusive right-turn lane to be constructed. Therefore, the proposed development meets the requirements of Part 300, Driveways and Other Turnouts, Palm Beach County Land Development Design Standards Manual. -14- � N N � � r-� N � �' NTS �; � � � �: f . � 0 �° c � [55] (23) 571(100%) � � o� c � 0 • W C ount L lne � Y ° � W Plaza � .� ;. .; . . � , � � , ,� � � � Village Blvd � � x ... � LEGEND � � � � Project Driveway s �% �bound Distribution �XX%� Outbound Distribution XX Daily Trips (XX) AM Peak Hour Trips [XX] PM Pealc Hour Trips Figure 4 Driveway Distribution and Volumes �� l�� T Chase Bank - Village of Tequesta '�� 1V Traffic Analysis � • � � • Vill of Tequesta, FL t, [35] NTS �„ �12� �,�t,�, 23 � [36] (23)13 � 16 (18) C0�1 l. Line [34] Y Plaza ; . � � ; . � � � � � , � , � Village Blvd � � x �. � � � � � LEGEND . XX Existing Trips (XX) Project Trips [XX] Total Trips Figure 5 AM Peak-Hour Driveway Volumes C Chase Bank - Village of Tequesta M MAHON Traffic Analysis � � • � � • Village of Tequesta, FL [53] NTS t�:�. �22� =Y � 31 �� [120] (55) 65 — i � 71 (34) C ount L ine [105] Y Plaza . � � � , � � M ! t t 1 # � � r Village Blvd � � x �. � � � � � LEGEND XX Existing Trips (XX) Project Trips [XX] Total Trips Figure 6 PM Peak-Hour Driveway Volumes ��0, T Chase Bank - Village of Tequesta 1V Traffic Analysis ��. r � Village of Tequesta, FL 6.0 CONCLUSION McMahon has analyzed the potential traffie impacts associated with the proposed development of the 4,310 square foot Chase Bank to be located on an outparcel of County Line Plaza, in the Village of Tequesta. The analysis indicates that this �roject meets all of the test reqvirements of the Palm Beach Cvunty TPS. Review of the prvjected valumes for the driv�way connection anticipated to be used by the proposed bank indicates that fhe proposed development meets the requirements of �'art 300, �Driveways and Ofher Tumouts, Palm Beaeh County Land Development Desig� Standards Manual. McMahon recommends that fhe proposed development receive concurrency approval from Palm Beach County. �;1�L.11o55YArt��ihter ��nKr�q yt al��o�.k�Zeport��pt ia.a -18- APPENDIX A PALM BEACH COUNTY VOLUME DATA Inpul Dala Fi0A0 NAME: N Us Hlgtrv�ay 1 STATION; 1304 Repat Created: 0910Cl12010 CURRENT7EAft:20i0 FROM:TaqueslaOr ANALYSISYEAR:201! 70: MWpoln! C,ROWfHRA7E:2,13°,6 COUNTDATE:711012010 PSF: 1 LtnkMeysls 3fple peAad 11M Pk{ DlreGbn 2�Nrey NB/EB SBMIB �e�ay NBIEB SBlWB E�d6Ung Vdume ''+ y. : �'��I� ! Peak Voivme f = � � ° I? : �� !� . Dlversbn(°b) �' �a G - . ��?;s vaumeaneroNersTon �,,.�„ = - � � y�__ _�: .___«:: Comm7ted Devebpments Typa % Complele TequeslaO(IMes 32, �",� :�� 5,.; ? ::8 �. `�29 NR 0�5 :� AUanlls 40 .,�r: 8 `;;�1 �;-::� � 2 7 Ras 0% .- JP8 Really � p .. ° 1 ''= �'2 ;�.`��: �'�{. 2 NR 0% � 7o1e1 Commllled Oevelopmenta 74 3B 3� i4{ 48 b8 Totat Committed ReeldenUal 40 9 31 69 39 27 Tolal Commllled No�Reaidenllal 34 29 6 3B 7 31 Double Count ReducUon 7 2 1 8 1 8 Talai DEscaunted Commitled pevetopmenls 67 38 36 88 45 62 . Hlstorical Gravth q0 t1 28 49 31 18 Comm Dev+�gb Growih 88 41 50 719 80 61 GrmNh Vdume Used 89 41 50 119 80 91 Tolal Vdume t950 635 1420 2438 1517 917 Lenas � ��] z-wwAyy a cisss u ce�aa�r # 7b�E�'" Llnk Meeis Test 1fOp1. i7 �� ': :;YES .' .YES YES YES Clasa I Capadty `�`/$p .` 2780 2790 Llnk MeelsTesl t/Opl. F7 -' i. �$ : 1fE3 YES 2-Wey LOS E Capadiy 4820 "�2'#'10. -�-2�1l� �� A920 27i0 27i0 link�deelsTeal?IOp1.l7 ��.YE8`�;=,;:�=��Py��-'-Y�S YES 1fES Clasa i LOS E Capacily �.-27'�4.-�; 2i�94! � 2790 2790 UnkldeelsTesi2lOpl.1�1 y�$ ' Y�8 YES YES • Inpul Dala � RQAD NAME: Us Hlghway 1 STATfON: 9304 Repat Created: 6910312010 CURRENTYEAR:2010 FROM: MWpdn[ ANALYSIS YEAR: 2011 TO: Counly Rd GROYVTN RAT6: 2.13°�6 COUNT DATE: ?/10@010 PSF: 1 Llnk Malysie Olrectlat 2•way Nel�B SBMIB 2-way NBlEB 6BlW6 Ebsung Vaume � '�� °�± 41�a � a� �� r� � i �, Peak Voluma � � a �., . , <t Dlveralon(°h) Volume aller Olverslon : Commilled Developmenls Type °k Complete TequeslaOfflceB 2l 3''. ".18;:,s:�' :19 4 NR Q°ib AUanUs 40 31 ;.°� b8' ; _:27 38 Res 096 JPB ReaRy 2 i �:=' ,d ; f 2 NR 0'b Total CommRled Devebpmenls ea 35 2� �2 47 45 7olet Commllted RaeldenUal 40 31 � 68 27 39 Tols1 Commflted Non-ResfdeNlal 23 4 RtI 2� 20 8 DouMe Counl ReducUOn 5 S 2 b A 1 , Tola1 Discounled Commllled Developmenis b8 3d 27 S7 43 �4 Hislo�catGravlh 40 ti 29 49 3t 18 Comm Dev+�� GrwAh 77 39 41 110 68 b3 Growlh Vdume Used 77 39 41 110 68 53 TolalVdume 18q1 693 7411 2427 1516 60B Lanas 2-waya Clasa II Capadry :� �%b °:, LPnk Meels Tesl 1lOpt. I? l� Y�"S ' Y�S YES YES Classf Capadly ' �� ..279D 2790 2790 LlnkEdealeTest tlOpt. q? � 1�E8 YES 2-Wey LOS E Cepacity 49?0 ;=:,'g7�0.;-:�21�8 ��4920 27t0 2710 Llnk Meets Tesl P10pt. [? YE3 =-: �� YES YES YES CI9sa I LOS H CapBGSy �$T8p ,'=`�2��0, 2790 2790 Llok Mee1s 7est 2lOp1, G? YE3 `' Y� YES YES Input Deta ROAD NAME: Counly Line Rd STATION: D Reporl Crealed: 0 9/0 3120 1 0 CURRENT YEAR: 2010 FROM: Old Dl�de Hwy ANALYSIS YEAR: 2011 TO: Mldpolnt GROWTH ItATE: 0% COUNT DAT�: NA P3F: 0 ' Link Anaiysls 71me Perlod AM PM DlrecUon fi-Ye�y NBlEB SBNV9 2.r�y NB/E8 SBIWB Existing Vdume � - ��,� � _ � ��" �x, ; - PeakVolume ,� � _ «: :� Diverelon(°�) .�. : - �� r _._-��, VoNmeafterDiverelon ,�,�,� .y�N � Commllled Devebpmenis 7'ype % Compfeia AUentis 9 8 2 12 5 ': fias p% Total CommiUed Davelopmenla 6 8 2 12 6 7 Total Commilted ResldenUal 8 6 2 12 5 7 Tatal Committed Non-Realdentlal 0 0 0 0 0 0 �ouWa Counl Reducllon 0 0 0 0 4 0 Total Discounled Commftted �evebpments 8 9 2 12 b 7 Hfstorical GroxAh 0 0 0 0 0 0 Comm Dev+�9�, Growih 8 8 2 12 8 7 Growlh Vdume U�ed 8 6 2 12 6 7 Total Vdume 8 6 2 12 6 7 Lanes �„ � 2-wayor Class ii Cepacily �il1f¢ ;��;;8 . 14�p! 8 10 ` Llnk Meats 7est 1/Opt, i9 �'YE3., ;:,YE.� : Y�$ YES Y�5 YES .: Class 1 CeRec1H °b�4 - 8�4 860 880 ', Llnk Meels 7est 1/Opt.1f7 . YE$ ,-'YE3 Y�S YES ;: 2-Way L03 E Capadty .1G50, ;�$SQ 8�5t1 1650 85R S60 �. Llnk Meats Tesl TJOpt.17 ~ YES r' "..� _ Y�8 YES Y�3 YE$ : Claee I L05 E Capaclly :ti �4 . 8�0 980 ��0 �, Llnk Meets 7esl?JOpL 117 `YE,3 `f� Y�S Y�S ' . . . Input Dela . . ROAD NAME: County llne Rd STATION: 0 Report Created; 09N3/2010 CURRENT YEAR: 20t0 FROM: Mldpalnt ANALYSIS YEAR: 2017 70: Us Highway i GR�WTH RATE_ 096 COUNT DA7E: NA P3F: 0 Link Malysls Tima Period AM PM . Dfrectlan y NBIEB SBIWB 2•yy�y NB1E6 SBIVYB ExlaBng Vofume _ � � , � _ �. 3 �� ;�s PeakVolume ;�$ - � ,,. 7 �� d(version(°No) � 3� ` - - '�= �"�� , � Vduma aRer Dtverafon -, ��,j� , z. x=.�; Commltled Devalopmenle Type %Comp[a�a ABentie 8 B 2 12 6:.;: :3 '" ` ites 0°� Totaf CammUled Devebpmenls 9 6 2 12 5 7 Total Commltted ReefdenUal 8 B 2 12 6 7 Total CommiUed Non•ResidenUal 0 0 0 0 0 0 Doubta Caunt ReducUon 0 0 0 0 0 0 Tolal Dlacounled Commllted Daveiopment9 8 S 2 12 S 7 Hlsloftcel GrovNh 0 0 0 0 0 0 Comm Dev+1°.b Growlh 8 B 2 42 b 7 Gravih Vdume Used 8 6 2 92 S 7 Totel Vdume 8 6 2 92 S 7 Eenes �� ""� 2•way or Clase II Capaciry ��;�' :;: B�°: :: 8'�Q '�A�} 8f0 �" � Link Meels Teat NOpL (? =Y�B �.; -,�'E3 �y ;`:�'�8 YES YES Y�3.. � Class I Capec(ty � ;' �0 � : �4 880 �8t! a: Llnk Meels Tesl 1/Opl. Ii1 %'YES, Y�S YES YES .. 2•WayLOSECapaGly ��¢,.'�;8$y �".�850 ib60 950 850�:�. Link Meale Test 210pt. i? YES '`: Y�$ -` ":Y�B YES YES °l��.... Cfass I LOS E Capacily ' g�D 8�4 890 �9U ,; llnk Meeta Teat 2/Opl if9 Y�S YE$ YES 'Y�S APPENDIX B EXISTING DRIVEWAY COUNT DATA Mc�Vlahon and Associates, Inc, 5500 Village Boulevard, Suite 103 West Palm Beach, Flarida 33407 (561)840-8b50 (phone} / (561)84Q-8590 (fax) File Name : US_1_Counlylfne_Dwy AM Site Code : M10551 Start Dete : 812112010 Page No :1 -Te�o US Highwey 1 US Hlg�way 1 Caunly Llne Pleza Drlveway So h und o a� nd SiartTYne hl Tfuu .total Itru Lefl ,� T al LeR T �i;00AM 4 0 4 0 2 2 3 0 3 B OT.16A61 0 0 0 0 1 f d 0 4 5 OT.30Mt 4 9 4 0 2 2 U 0 0 8 U7� AI� 4 0 4 4 0 1`�Sa1 12 0 12 0 8 9! � 0 � � O�OUAM 4 0 4 0 4 4 4 0 4 12 OB:15AM 8 0 8 0 6 6 2 0 2 16 0�90AM 4 0 4 0 2 2 5 0 5 ]t 0 � ---p�_____ 2 ___ � Tadal �# 0 23 0 18 18 i� 0 93 � EE GrandTolal 35 0 35 0 25 26 n 0 22 82 � �oo 0 0 �oo �oo 0 To1a194 42.7 �27 Q �b �Q,fi 0 35 0 35 0 24 2i ?2 0 22 81 1 0 96 98 _M.,.__ Tn�clw 0 9 0 � �7 t 1 8 4 0 i °a' TnKks 0 0 0 6 4 d 0 0 0 4.2 0 35 35 � 4 i3 0 a . � � a . . Itlghl �N �J �� Marth � � �� 9121f2010 07:00 AM � 912N2070 08:45 AM � � � Cers �� , r �� az 2a ae Out In 7otal McMahon and Associates, Inc. 5500 �illage Boulevard, Suite 103 'West Palm Beach, Florida 33407 (561)840-8650 (phoite) / (5G1)84Q-8590 (#ax) Flle Name ; US_1_Countyline_Dwy�4M Sile Code : M10551 Starl Date : 9121I2010 Page No : 2 US Hlghway 1 US Hlghway 1 Counly Llae Plaze Drlveway South6ound No hb Easlbound .7 p i r Peakliasr.inat�c�arnt�T.CO�#ioQ8A5AM t oT i PeakHourfar�tlre�ln �oe atOBUOAM 08:00 AM 4 0 4 0 4 4 4 0 4 12 08:16AM B C 9 0 b 5 2 0 2 16 08�OAM 4 0 4 0 2 2 b 0 b 11 AkA i ?` ,,�,„___��__ 8 2 �� 4 Ta�i 23 0 23 0 18 16 13 0 13 52 ± 0 �_ S ._, PIiF � .759. Q00.,,.�_.._______ .718 ____.___..... .800 .850 .000 i McMahon and Associates, Inc. � 5500 Villase Boulevard, Suite 103 West Palm Beach, Florida 334Q7 {561}840-8650 (pll�ne) /(561)$40-8590 (fax} File Name : U3 1 County[irte Dwy_PM Site Code : M1055'I StartDate :9I2112QZ0 Page No : t _�. � US FIIghwa�r 4 US H�ghway 1 Coun�l Line PI� Dwy 4 NQtthbOUrad Start7�mo � t� Y I`h I.a@ A�offi A.TafaI �i�P�i � 11 0 I7 0 18 18 17 0 17 46 04:95PM � 10 0 10 0 17 17 14 0 11 38 04�0 PM I 6 0 6 0 18 tB 8 0 8 � I�d !p 0 20 �T 0 i7 d7 to�t E s, o �r a �s ra � a s� �s� 65.'OOPM 7 4 7 0 10 10 77 0 t9 28 D$15PM 8 0 8 0 21 2t 24 0 24 5's 05c90PM 8 0 6 0 20 � 73 0 13 39 P�I 12 1 `� � 'i,� 92 18 9 78 Tt�al �9 0 � � 63 B� 6� 0 b`6 192 GranCToml 70 0 70 � 136 136 4�9 0 119 325 96 1� 0 D I6U 400 0 T 21.6 4f 44.$ 48.5 4 38.8 C�t 70 9 7D 0 t36 736 119 0 719 325 '� 1 100 D 'f00 !00 t Q 10f1 tOC 0 Q 0 G 0 0 � 0 0 4 %TNds 0 0 0 6 � 0 0 0 9 Q F McMahon and Associates, Inc. 5500 Village Boulevard, Suite 103 West Palm Beach, Florida 33407 (561}840-8650 (phone) / (567.)840-8590 (fax) Fle Name : US_9_CountyEiRe_Dwy_PM SiteCode :M1Q551 Shart Date : 9121/2010 Page No : 2 u ru� � ��A TP 70 �t 6 7� 0 . � Ri�hd T� #..3 � e� o North tp T 8/Z'12b1b 04:D0 F1VI ,� � 9/21/26I0 05:45 PM �`w Cars �O � � �, r `tas �r � 119 'i3B 25S Out h4 Total McMahon and Assoaiates, Inc. - 5500 Village Boulevazd, Suite 103 West Palm Beach, Florida 33407 (561)840-8650 (phone) / (561)84Q-859Q (fax) Fle Name : US_7_Cauniyfine Owy _PM Sibe Code : M10551 Start Date : 9/21/2010 Page No :3 US H'ighway 7 US H'�ghw�r 1 � Couaty Line Pl�a Dwy oud 1 �d r �m ra� 'ti�, ro�t . '° ' r - rarai trffi. ;o�► Y� 3� #r F'�- Peatc t �#`'� PealcNourtot I�Oersection � ' 3'M �n to o to a 20 �o n o �r a7 O�OUPM 7 0 7 0 7D '!0 l7 0 11 28 05:15 PM 8 0 8 Q 21 2t 24 4 24 5d 6 6 q 2!T � � 18 33 T �1 0 3t 0 it 7I �5 p �5 i$Y r �ao o � � oo a a� .rts .aoo _n .�oti .�as .000 � � - VILLAGE OF TEQUESTA F,�" DEPARTMENT OF COMMUNITY DEVELOPMENT .- `' Q Post Office Box 3273 • 357 Tequesta Drive . `s � o Tequesta, Florida 33469-0273 • (40�575-6220 � ` Fax: (40� 575�i239 r ��M CRUµ BOARD OF ADJUSTMENT PUBI�IC HEARING MEETING 14TIN�JTES IIECEMBER 19, 1994 I• CALL TO ORDER AND ROLL CAId, The Village of Tequesta Board of Adjustment held a regularly scheduled Public Hearing at the Village HaII, 357 Z'equesta Drive, Tequesta, Flarida, on Monday, Decemher 19, 1994. The meeting was called to order at 7:32 P.M. by Chairman Kenneth Northamer. A roll caYl was taken by Betty Laur, the Recording Secretary. Boardmembers present were: Chairman Kenneth Northamer, Raymond Schauer, Edwin Nelson, Susan Brennan, and Wayne Shindoll. Scott D. Ladd, Clerk of the Board, and Attorney Tracey Biagiotti sitting in for Village Attorney John C. Randolph were also in attendance. II. APFROVAL OF AGENDA Board�ember Nelson moved that the Agenda be approved as submitted. Boardmember Schauer seconded the motion. The vote on the motion was: Renneth Northamer - for Susan Brennan - for Ed�rin Nelson - for Raynond Schauer - for Wayne Shindoll - for The motion was therefore passed and adopted and the Agenda was approved as submitted. III. APPROVAL OF PREVIOIIS MSETING �iINOTES (Meeting Minutes of November 21, 1994) Recycled Paper Boa�"d of Adjust�aent Heeting Kinutes December 19, 1994 Page 2 ------------------------------ Boardmember Schauer �oved that the Board of Adjustment Heetinq Kinates of November 21, 1994 be approved as submitted. Board�ember Nelson seconded the aotion. The vote on �.he motion was: Kenneth Northaner - for Susan Brennan - for Fdwin Nelson - for Ra�ond Schauer - for Wayne Shindoll - for the motion vas therefore passed and adopted and the Minutes were approved as su2�itted. IV. NEfAT BUSIN$.SS There �as no new business to come before the Board. V. UI�FINISHED BUSINESS 1. Continued fro� November 21, 1994: An application froa Anne Marie Eustace of Interplan Practice Ltd., as agent for Tamwest Realty, Inc., and Albert Paniccia, oWner of County Line Plaza, 500-722 U.S. Highway Orze North, requestinq a variance to the terms of the Of�icial Comprehensive Zoninq Ordinance of the Village of Teqeiesta, Ordinance No. 355, as amended, Section VII (C), Schedule of Site Regulations, C-2 District, �.i.nimu� landscaped open space, to a11oW for 1.5.3� landscaped open space in lieu of 25$, as required by the Zoning Ordinance, and Section VIII, Off-Street Parkinq � Loadin� Regulations, �ub-section (H), Off- Street Parkinq Sgace Requirements, Paragraph (29), shopping centers, to allow a reduction in the required nua�ber of parkinq spaces to 1002 spaces in lieu of 1107 spaces as previously allowed by three variances to the sa�e Section of the Zoning Ordinance, qranted on Nove�ber 16, 1992, February 25, 1991, and July 18, 1989, �hich combined reduced the required number of parking spaces from 1145 spaces, as required by the Zoninq Ordinance. BoaY�d of Adjustment � Heeting Kinutes December 19, 1994 Paqe 3 Chairman Northamer explained that at the previous meeting the applicant had been ciirected by the Board of Adjustment to provide their best efforts to maximize green space and to add a landscaping buffer along the north side of the propertX in consideration of the adjacent property owners. Anne Marie Eustace, r�preserttative for K-Mart, explained that they felt their plan now reflected an optimat balance between reduction of parking and open space, and was now at 18.3$ landscaped open space. She explained that the national standard for sho}�ping �enter �arking was a minimum of four parking spaces per 1,000 feet of retail area, and that their plan now proposed to provide 4.1 spaces per 1,000 feet with an additional total of 7 spaces, to eliminate parking at the rear, to add green space at the back of the Garden Center, to increase the size of the landscaped islands, and to add additional trees on the islands and around the dumpster area. Clerk of the Board Scott D. Ladd clarified that the total parking now proposed was 905 spaces, or a reduction of i18 spaces fram the existing 1,023 spaces, which was based on the expansion of K-Maxt Frith the additional square footage and the parking that would have been required. Ms. Eustace also pointed out that in accordance with regulations that a handicapped ramp would be provided at the rear of the building to provide an alternate fire exit. Wade Griest requested that the Board consider future development in their decision and the fact that growth would bring many more shoppers into Tequesta who would require am�l� parking. Mr. Griest also remind�d the Board that their decision was final and could not be changed by the Village Council. Boardmember Schauer questioned whether any consideration had been given to making the rear parking on grass to provide additional green space, rather than eliminating it, to which Ms. Eustace replied that had not been considered. Boardmember Schauer stated he was in favor Boa.i�d of Adjustment Keeting Minutes December 19, 1994 Page 4 of the project since he felt the expansion of K-Mart would be in the best interest of the community, however he did have concerns about setting a precedent since adjacent property owners had already asked for equal treatment which would have to be addressed in the future, and that he would have liked to see on-grass parking to increase both green space and the number of parking spaces. Boardmember Schat�er stated he would not be able to support �he request for variance with the plan as submitted. Boardme�ber Nelson made a notion to approve the plan as revised artd submitted at this a�eetinq. Kotion was seconded by Soard�eaber Brennan. The vote on the aotion was: Kenneth Northamer - for Susan Brennan - far EdWin Nelson - for Ray�ond Schauer - aqainst Wayne Shindoll - for The motion was therefore passed and adopted. VI. COi�lMUNICATIONS FROM CITIZENS There were no further communications from citizens. VII. ANY OTEIER 1�iATTERS There were no other matters to be braught before the Board. `VII. ADJOiTRNH�d'r Boardmember Brennan moved that the meeting be adjourned. Boardnember Nelson seconded the motion. The vote on the motion �ras : Kenneth Northamer - for Susan Brennan - for gdWin Nelson - for Boa�d of Adjustment l�teeting Minutes December 19, 1994 Page 5 Raymond Schauer - for Wayne Shindall - for The motion was therefore passed and adogted and the meeting raas adjourned at 7:50 P.l�i. Respectfully submitted, �� Betty Laur Recording Secretary ATTEST: ,�� , ad�C. Scott D. Ladd Clerk of the Board DATE AFPROrJED : �� yI�IlYI �i��1��'�Yl��r��lli�[� � : � ��1� CHAS JDDIXDXANCH iDDANK UaSa I 0 0 c ' I D 3 V FOR B D(ff -1 A] VILLAGE OF TEQUESTA PALM BEACH COUNTY, FL S]ECTION 30, TOWNSHIP CFO S, RANGE 43 ]E VICINITY \ AERIAL MAP _Mr 121 N. Fran krin Street Tam FL 3360 0003590 �.. N In E LOCATION MAP �^ W y ro n County Line Rd " SITE 01% � R � ..� 1 CIL Village Blvd Ct ) atim Ct o V) V ' PR B Y BOHLER E N G I N E E R I N G SHEET INDEX PLANS BY BOHLER ENGINEERING, COVER SHEET C=I ALTA / ACSM LAND TITLE SURVEY (PULICE LAND SURVEYORS, INC.) I Of I GENERAL NOTES C-2 EROSION CONTROL PLAN C -3 DEMOLITION PLAN C -4 SITE PLAN C =3 SITE DETAILS C=6 PAVING, GRADING & DRAINAGE PLAN C -7 PAVING, GRADING & DRAINAGE DETAILS C_8 WATER, SEER & UTILITIES PLAN C -9 AVATER & SEWER DETAILS C -10 PAVEMENT MARKING & SIGNAGE PLAN C-11 EXISTING OVERALL APPROVED SITE PLAN C —I2 PROPOSED OVERALL SITE PLAN C -13 PLANS BY BDG ARCHITECTS ]FLOOR PLAN All BUILDING ELEVATIONS A4e1= A41 PHOTOMETRIC PLAN EP-1 PHOTOMETRIC CUT SHEETS EP-2 PLANS BY DAVE B'ODKER, LANDSCAPE ARCHITECTURE/PLANNING INC, PLANTING PLAN L -1 EXISTING TREE PLAN L -2) SPECS, NOTES, DETAILS L =3 LEGAL DESCRIPTION P4 z �' o� w � w o_. . 4 m o N �o w LLz Q � z � � a � o! O ♦ m W U F o o w z am�o=w 9 O H m z W z E W F F L F F ? $g z z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101 -COVER PROJECT: US 1 & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlerE ngineeri ng.com EDWARD M, MCDONALD PROFESSIONAL ENGINEER January 19, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: COVER SHEET SHEET NUMBER: C -1 GENERAL NOTES 24. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 25. CONTRACTOR SHALL CONFIRM ADA ACCESSIBILITY PRIOR TO INSTALLING FINISHING COURSES OF SIDEWALKS AND PARKING AREAS. 26. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A RECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD. 27. ALL UTILITY EASEMENTS TO BE SECURED PRIOR TO CONSTRUCTION ( IF REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THESE EASEMENTS SHALL BE SKETCHED, DESCRIBED, AND RECORDED AT THE SOLE COST OF THE CONTRACTOR. 28. CONTRACTOR SHALL PROVIDE MINIMUM 48 HOUR NOTICE TO ENGINEER AND APPLICABLE AGENCIES FOR SCHEDULING INSPECTIONS. 29. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND PALM BEACH COUNTY FOR THE FOLLOWING: CATCH BASINS, FIRE HYDRANTS, VALVES, AND ALL REQUIRED ACCESSORIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. 30. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY. 31. MAINTENACE OF TRAFFIC IN THE PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH M.U.T.C.D. AND APPROVED BY PALM BEACH COUNTY AND PALM BEACH COUNTY WHERE APPLICABLE PRIOR TO IMPLEMENTATION. 32. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 33. NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE THE BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION FROM PALM BEACH COUNTY. 34. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOR ANY NECESSARY CONSTRUCTION, PAVEMENT MARKING AND SIGNAGE OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO ACCOMODATE AN ALTERNATE SAFE WALK ROUTE. ALL RESTORED TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY'S TRAFFIC ENGINEERING STANDARDS. SANITARY SEWER NOTES: A. GENERAL: 1. DISTANCE AND LENGTHS SHOWN ON PLANS REFERENCE THE CENTER OF STRUCTURES. B. MATERIALS: 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE ( PVC ) PIPE CONFORMING TO ASTM D 3034, SDP. 26, WITH PUSH-ON RUBBER GASKET JOINTS. ( 24" SHALL BE DR-25 2. DUCTILE IRON PIPE ( DIP) SHALL BE CEMENT OR POLYLINED INSIDE AND SHALL HAVE A COAL TAR EPDXY COATING, MANUFACTURED IN ACCORDANCE WITH ANSUAINIA/A Cl 51/A21.51-86 OR LATEST REVISION, MINIMUM WALL THICKNESS CLASS 52 ( 4"-12" ) & CLASS 51 ( 14"-20") ( UNLESS OTHERWISE SPECIFIED). 3. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C. INSTALLATION: 1. PIPE AND FITTINGS: a. SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S'RECOM M ENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". b. D.I.P. SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600-93 OR LATEST REVISION. c. BEDDING AND INITIAL BACKFILL ( 12 INCHES OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS AT THE DISCRETION OF PALM BEACH COUNTY. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 3. SERVICE: a. MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE AS INDICATED IN THE FLORIDA BUILDING CODE. b. SERVICE LATERALS SHALL TERMINATE AT A DEPTH 30" BELOW FINISHED GRADE OR AS INDICATED ON PLUMBING PLAN. c. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. d. THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2".4" TREATED STAKE PAINTED RED, EXTENDING 18" ABOVE GRADE. e. CONTRACTOR SHALL ROUGH IN RISER TO I FOOT ABOVE FINISHED GRADE AND PLUG. AT PROJECT COMPLETION, CUT BACK TO FINISHED GRADE. I. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE COUNTY'S BUILDING AND ZONING DEPARTMENT. PLUMBING SECTION. D. TESTING: 1. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3. MANHOLE LEAKAGE TEST SHALL NOT EXCEED FOUR GALLONS PER DAY PER UNIT. NO VISIBILE LEAKAGE ALLOWED. 4. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN ATWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED AND ALL LINES SHALL BE T.V. INSPECTED. 5. SANITARY SEWER SHALL BE TELEVISED AND LAMPED AT DEVELOPER'S EXPENSE, PRIOR TO FINAL ACCEPTANCE. OWNER / CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO CERTIFICATION TO ANY AGENCY. 6. VISIBLE INFILTRATION LEAKAGE INTO MANHOLES AND SEWER PIPE SHALL NOT BE PERMITTED. WATER DISTRIBUTION AND/OR SANITARY SEWER FORCE MAIN SYSTEM SEPARATION OF WATER AND SEWER MAINS STORM DRAINAGE: A. GENERAL: 1. CATCH BASIN GRATES AND RIM ELEVATIONS AS SHOWN ON PLANS SHALL BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. 2. DISTANCES AND LENGTHS SHOWN ON PLANS REFERENCE CE CENTER OF STRUCTURES. B. MATERIALS: 1. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 2. ALL YARD DRAIN BASINS ARE TO BE HIGH DENSITY POLYETHYLENE PRODUCT AND SHALL MEET ASTM LATEST MINIMUM STANDARDS. 3. ALL DRAINAGE CATCH BASINS AND STRUCTURES SHALL BE PRECAST CONCRETE AND SHALL MEET THE REQUIREMENTS OF A.S.T.M. SPECIFICATION C-478 AND 64T UNLESS OTHERWISE NOTED IN THE PLANS. BLOCK CATCH BASINS WILL BE ALLOWED ONLY WITH APPROVAL OF THE ENGINEER. THE MINIMUM WALL AND SLAB THICKNESS SHALL BE 8 INCHES AND THE MINIMUM REINFORCING SHALL BE NO. 4 BARS AT 12 INCHES EACH WAY UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE MINIMUM OF fc=3750 PSI AT 28 DAYS. C. INSTALLATION 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY PALM BEACH COUNTY ENGINEERING DEPARTMENT/ FDOT AND THE ENGINEER OF RECORD AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION AND INSPECTION. PAVING: A. GENERAL: 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 3. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. B. MATERIALS: 1. LIMEROCK BASE: (ASPHALT, VEH ICU LAP. PAVERS AREAS) LIME ROCK BASE COURSE [MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM 6" THICKNESS AND COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180 (LBR 100). OTHER SUBSTITUTES SHALL BE PER FDOT SPECIFICATIONS AND PROVIDE EQUIVALENT STRUCTURAL NUMBER AS ABOVE (MIN LBR 100). 2. WEARING SURFACE (ASPHALT SURFACE ONLY) INSTALLATION OF THE 12' ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE 3-111 ASPHALTIC CONCRETE, AND SHALL BE CONSTRUCTED WITH 2 LIFTS OF J S-111 ASPHALTIC CONCRETE WITH TACK COAT BETWEEN LIFTS. (VIRGIN ASPHALT TO BE USED FOR FINAL LIFT.) 3. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C. INSTALLATION: 1. SUB-BASE 12" STABILIZED SUB-BASE COMPACTED TO 98% OF MAX. DRY DENSITY PER AASHTO T -1 80 (MIN LBR 40). 2. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-1 & S-111 ASPHALTIC CONCRETE OR THE LATEST REVISION. D. TESTING 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED To THE ENGINEER OF RECORD AND PALM BEACH COUNTY, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. 5. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO PALM BEACH COUNTY, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. PAVEMENT MARKING & SIGNAGE: ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION; AND PALM BEACH COUNTY ENGINEERING STANDARDS. POLLUTION PREVENTION: PROJECT RECORD DOCUMENTS: A. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS. B. UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND BASE CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT) THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD "AS-BUILT" PLANS FOR THESE IMPROVEMENTS,SHOWING THE LOCATIONS AND APPLICABLE GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWN OR INVERT AND EDGES OF PAVEMENT AT 50 FOOT INTERVALS, INCLUDING LOCATIONS AND ELEVATIONS OF ALL HIGH AND LOW POINTS. C. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ALL IMPROVEMENTS IN A FORMAT APPROVED BY PALM BEACH COUNTY PUBLIC UTILITIES / ENGINEERING DEPARTMENT. D. "AS-BUILT" INFORMATION OF GRAVITY SEWERS MUST CONTAIN LOCATION OF SERVICE LATERALS. STATIONING OF BOTH THE WYE, CLEAN-OUTS. AND THE SERVICE END MUST ALSO BE INCLUDED. E. "AS-BUILT" INFORMATION OF WATER DISTRIBUTION SYSTEMS MUST CONTAIN LOCATIONS OF ALL VALVES, FITTINGS, FIRE HYDRANTS, SERVICES AND APPURTENANCES. TOP OF PIPE ELEVATIONS ALONG THE WATER MAIN ARE REQUIRED AT INTERVALS OF 100 FEET (MAXIMUM). F. ALL "AS-BUILT" INFORMATION ON ELEVATIONS SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL SURVEYOR & MAPPER G. "AS-BUILTS" OF WATER LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. TOP OF PIPE ELEVATIONS EVERY 100 2. LOCATIONS AND ELEVATIONS OF ALL FITTINGS INCLUDING BENDS, TEES, GATE VALVES, DOUBLE DETECTOR CHECK VALVES, FIRE HYDRANTS, ETC. 3. ALL TIE INS TO EXISTING LINES SHALL BE "AS-BUILT". 4. THE ENDS OF ALL WATER SERVICES AT THE BUILDINGS OR HOMES SHALL BE "AS-BUILT" OR WHERE THE WATER SERVICE TERMINATES. H. "AS-BUILTS" OF ALL GRAVITY SANITARY SEWER LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. RIMS. INVERTS AND LENGTH OF PIPING BETWEEN STRUCTURES AS WELL AS SLOPES. 2. THE STUB ENDS OF ALL SEWER LATERALS SHALL BE LOCATED, AND IF THERE ARE ANY CLEANOUTS INSTALLED ON THE SEWER LATERALS, THEN THE INVERT ELEVATION OF THESE CLEANOUTS NEED TO BE OBTAINED. 3. LIFT STATION "AS-BUILTS" SHALL CONSIST OF: A. TOP OF WET WELL ELEVATION B. INVERT ELEVATION OF THE INCOMING LINE C. BOTTOM OF THE WET WELL C. "AS-BUILTS" OF THE COMPOUND AREA. I. FORCE MAIN "AS-BUILTS" SHALL BE PREPARED THE SAME AS THE WATER LINE "AS-BUILTS". J. "AS-BUILTS" OF ALL DRAINAGE LINES SHALL INCLUDE THE FOLLOWING INFORMATION: 1. RIMS, INVERTS AND LENGTH OF PIPING BETWEEN STRUCTURES AND WEIR ELEVATIONS IF APPLICABLE 2. THE SIZE OF THE PIPING SHALL BE VERIFIED BY THE SURVEY CREW AT THE TIME OF "AS-BUILT". 3. DRAINAGE WELL STRUCTURE "AS-BUILTS" SHALL INCLUDE, BUT NOT BE LIMITED TO, TOP OF CASING ELEVATION, TOP AND BOTTOM ELEVATIONS OF THE BAFFLE WALLS, RIM ELEVATIONS AND INVERTS OF PIPING. K. ALL ROCK "AS-BUILTS" FOR PARKING LOT AREAS SHALL CONSIST OF THE FOLLOWING: 1. ROCK ELEVATIONS AT ALL HIGH AND LOW POINTS, AND AT ENOUGH INTERMEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY. 2. ROCK "AS-BUILTS" SHALL BE TAKEN AT ALL LOCATIONS WHERE THERE IS A FINISH GRADE ELEVATION SHOWN ON THE DESIGN PLANS. 3. ALL CATCH BASIN AND MANHOLE RIM ELEVATIONS SHALL BE SHOWN. 4. ELEVATIONS AROUND ISLAND AREAS WILL ALSO BE REQUIRED. 5. WHERE CONCRETE IS TO BE USED AS A FINISHED PRODUCT FOR THE ROADWAY OR PARKING LOT ROCK "AS-BUILTS" WILL BE REQUIRED AS INDICTED ABOVE, AS WELL AS "AS-BUILTS" ON THE FINISHED CONCRETE AT LOCATIONS WHERE THERE IS A FINISH GRADE ELEVATION SHOWN ON THE DESIGN PLANS. 6. "AS-BUILTS" SHALL BE TAKEN ON ALL PAVED AND UNPAVED SWALES, PRIOR TO PLACEMENT OF ASPHALT OR TOPSOIL/SOD, AT ENOUGH INTERMEDIATE POINTS TO CONFIRM SLOPE CONSISTENCY AND CONFORMANCE TO THE PLAN DETAILS. L. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS. "AS-BUILTS". ON FULL SIZE, 24" X 36" REPRODUCIBLE MATERIAL. WHERE WATER AND SEWER INFORMATION ARE ON THE SAME PAGE THE WATER LINE SHALL BE "AS-BUILT" BY STATION AND OFFSET UTILIZING THE SANITARY SEWER SYSTEM AS THE BASE LINE. IF IT IS NOT PRACTICAL TO UTILIZE THE SEWER SYSTEM AS A BASE LINE THEN THE SURVEYOR SHALL CONTACT THE ENGINEER OF RECORD SO THAT A SUBSTITUTE BASELINE MAY BE CHOSEN. ALL RECORD DRAWING, "AS-BUILT", INFORMATION SHALL BE PUT ON THE LATEST ENGINEERING DRAWINGS. ONE (1) SET OF REPRODUCIBLE RECORD DRAWINGS, "AS-BUILTS", SHALL BE SUBMITTED ALONG WITH EIGHT (8) SETS OF BLACKLINE DRAWINGS. THESE DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL LAND SURVEYOR. ADDITIONALLY, AN ELECTRONIC COPY OF THESE RECORD DRAWINGS, "AS-BUILTS", SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN AUTOCAD, VERSION 2004. PROJECT CLOSEOUT: A. CLEANING UP: 1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THAT END, THE CONTRACTOR SHALL DO, AS REQUIRED, ALL NECESSARY HIGHWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAS BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AND MAPPER AT THE CONTRACTOR'S EXPENSE. C. ALL PAVED & UNPAVED SURFACES DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION. P4 z 2 2 - " W cli Hn 1.4 -3 0 < 0 o 0 O � � z P4 z > z z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-NOTES PROJECT: US I & VILLAGE LOCATION , FOR - BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 J3ohIe,En EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS C ERT. OF AUTH. No. 27528 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-2 P4 z 2 I..., --- 2 1 GRAPHIC SCALE m 0+ STABILIZED � 20 10 X ao 10 TRUCK PATH z 2, b . . . . . . IN FEET I INCH 20 FT 3" MIN. DIAMETER 0 RUBBLE (15" z z I . THICK) (NO EXPOSED STEEL) ON COMPACTED pq w s SUBGRADE b > z s z TRUCK RUBBLE STABILIZED --- STRIP AREA TRUCK PATH o (30 REVISIONS: REV: DATE: COMMENT: BY. 1 11/16/10 REVISED PER DRC CAD SILT FENCE PER FOOT STAFF COMMENTS INDEX 102 (TYP-) -b—tk— PLAN DESIGNATION CALLOUT b PLAN VIEW SILT FENCE PER FOOT TRUCK RUBBLE STRIP AREA INDEX 102 I TYP I D PROVIDE DOUBLE LAYER BASIN PROTECTION PER FOOT INDEX 102 IT YP.) 2 LAYERS NON WOVEN FILTER FABRIC OVER PROVIDE DOUBLE: A ER1 ENTIRE FILTER FABRIC OR AYT� BASIN BASIN PROTECTIO OPENING FOOT INDEX 102�(T l op D D --- Silt Fence Protection I I& If Around Ditch Bottom Inlets. CATCH BASIN FABR c PRO ECT No.: F090101 DR AWN E ViN BY: CAD f–P CH A C PROPOSED DATE: KED BY: JMG ALE: AS NOTED' FINANCIAL INSTITUTION x CAD I.D.: F090101-EROSION OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (4,312 S.F.) lo (CANTED 20- TOWARD FLOW) < F.F.E 23.50 (N.G.V.D.) PROJECT: SILT FENCE PER ED INDEX 102 ITY ) I T ) FILTER FABRIC CONSTRUCTION 1 SILT FLOW ENTRANCE US I & VILLAGE LOCATION SECTION FOR POST OPTIONS: WOOD 2-1/2" MIN 0 WOOD 2" X 4" BDG OAK 1-1/2" X 1-1/2" ARCHITECTS SILT FENCE PER FDOT INDEX 102 (TYP.) 6' MAX. FILTER FABRIC (IN 'o.ls STEEL 1.33 LBS/FT. MIN. CONFORMANCE NTH CHASE0 SEC. 985 FOOT SPEC. m 728 N. U.S. 1 o VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA ELEVATION NOT: SILT E FENCE TO BE PAID FOR UNDER THE CONTRACT BOHLER UNIT PRICE FOR STAKED SILT FENCE (LF) . E N G IN E E R.1 N G SILT FENCE DETAIL (FROX, INDEX 102, SHEET 03 OF 03) RADICE III OUTPARCEL •3 1000 CORPORATE DRIVE, SUITE 250 FLOOR ELEVATION - 22.40' INGAM FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-707CI —.BohIcrEn NOTES: EDWARD M, McDONALD 1.) SILT FENCE TO BE CONSTRUCTED WHEREVER OFFSITE AREAS ARE LOWER THAN ADJACENT ONSITE ELEVATIONS. PROFESSIONAL ENGTNEER Ja nuar y 17, 201 2.) CATCH BASIN FABRIC TO BE PLACED ON AREA INLETS SUBJECT FLORIDA LICENSE No. 71615 TO SEDIMENTATION FROM THIS PROJECT. FLORIDA BUSINESS CERT. OF RUTH. No. 27528 3.) ALL EROSION CONTROL DEVICES SUCH AS RUBBLE STRIPS, TURBITY SHEET TITLE: BARRIERS, SILT FENCE AND OTHER BMPS SHALL BE INSTALLED PRIOR. TO CONSTRUCTION. EROSION CONTROL PLAN SHEET NUMBER: C-3 X i 9° V� a� �dw as ro Z� PJ�a II II II II II H 1 1 II II II II II 1110 EXIISPAGES 11 II . I I .(1 TO BE REMOVED I II II� 1 E II ST. CURBil II TO BE REMOVED II II T BE REMO II II II II II II II II II EXIST. TREE TO BE REMOVED EXIST. ASPHALT PAVE ENT EXI T. TREE EXIST. T E TO BE REMOV D TO B REMAIN TO BE REMO D EXIST. HAND HOLD T4 BE REMOVED EXISTING CURB . EXIST. CURB EXIST CATCH BASIN TO BE REMOVED _ TV BE REMOVED GRATE EL: 21.67 I II It III �'� 1E 17.47'11 II II II II 1 EXIST. SPACE I i p II )I I II II EXISI'.IS M. I> I' II (TO BE REMOVED) II I I II TO BE REMOVED I II 7 EXISTI.I SPACES II II II pIPE (�0 F) d 1 II II 7 8D(IST. SPACES II II I If I 11 TO BE NEMOVED II II 1b BE RE ji b D Ij I ToBSII ST,TREE TOIBE REMOVED II II II II I I�REMOVgDII I C d d_JL_ EXIST 12" METAL PIPE OOV EXIST. TREES P, TO BE REMOVE I1 f Tr r IF r 1I T YTREE EA TREE ro gE R OV EO POLE II TO BE IRE19OVED II 7 1XIST. SPACES 0,11 9 EXISTIISPACES II 11 II 1 EXISTING gURBN I II II II II Tq 8E REMQNED II TO BE REMOVED II II. II 1 TO BE REM VED ` 4 II I II 1 04 II EXIST.TREE II II I EXI T. TREE TO BE REMOVED EXIST. CURB EXIST. LIGHT POLE TO BE REL CATED TO BE REMOVED TO BE REMOVED EXIST, EXIST ASPHALT PAVEMENT TO BE REMOVED TO BE REMOVED EXIST. CURB EXIST. FIRE: HYDRANT EXISTING CURB EXIST. TREE TTO BE REMOVED TO BE RELOCATED TO BE REMOVED _\ EXIST TREE . TO BE REMOVED BL REMAIN II II 'f II II II II II II EXIST, TREE II I� II II II II �It II ✓ � �' II II 6 EXIST. PACES II II �I TO BE RELO IATED 1 II II 7 EXIST. SPAS f II f I' II II TO BER MOVED II II - II 4 TOPEREMOfD 1 II 1 I II II 1 II H p II II 1 II II H II H_ _ — — 1L _ JL L — �— —` IL _ _ IL IL 11 _ . u EXIST. LIMIT OF 0 98956 I .7 EXIST. CURB CURB REMOVAL EXIST. TREE LIMIT OF CURB EXIST. TREES EXIST. CURB TO BE REMOVED TO BE REMOVED TO BE REMOVED CURB REMOVAL EXIST. CONC. TO BE REMOVED EXIST EXIST LI TPOLE� HAND HOLE EXIST 4 WALK EXIST. WATER VALVE FE 232,6 IN TO BE REMOV LIMIT OF CURB REMOVAL P EXIST EXIST rLIGHTPOLE HAND � SI EXIST. GUY EXIST. CONC. EXIST EXIST. WATER ANCHOR POLE METAL LID SERVICE k+ EXIST. TREES TO BE REMOVED \ , �" / EXIST. WATER , o E%IST. TREES VALVE O 0 BE REMOVED EXIST. � 5' CBS WALL r " o EXIST. TREES TO BE REMOVED \ TO BE REMOVED s EXIST. TREES TO BE REMOVED T " EXIST. CLEAN OUT !\ EL 19.27' \ m N EXIST. LIGHT POLE O o TO BE REMOVED EMENT '� / EXIST. IVED. \ T CBS WALL EXIST. TI %� TO BE REMOVED TO BE EXIST. TREES BE REMOVED EXIST CURB & GUTT EXI CURB � � EXISt- 1ANGEPP SLE EXIST. SIGN EN TO BE RELOCATED LIMIT OF CURB REMOVAL EXIST LIGHT P EXIST. :'. 27 ASPNA ED CURB EXIS p1 AL) 001 ISLE EXIST p513'WA�K SPHALT AVEMENT EXIST. 2'CURB E 8 GUTTER. EXIST HOLE SIGN EXIST. CATCH BASIN GRATE EL 20.37 - IE =1667 (E) XIST. I E = 16.67 (S) GN EXIST. 0 -2 CURB IF EXIST 12 METAL PIPE I o EXIST. ASPHALT '.. 1___ �'EXIST. 12" METAL PIPE PAVEMENT OUTPARCEL #3 FLOOR ELEVATION = 22.40' NGVD ll , 1 , a , EXIST. 24" _CONC, PIPE x EXIST. STM MANHOLE /ATEP, VALVE P E.: 17.37' I E. = 9.37 (N) T. SAN. MANHOLE I E. = 8.37' (E) 17:22' 5 53' (N) 5 62' IS) EXIST CATCH BASIN GRATE EL 1644' T I. E. =1329 (S) X q p � r EXIST. 0 on O SIGN °c o� EXIST. STM MANHOLE R,E 17.38' E.= 9.88'(S) y m o I.E.= NIA (W) l -- z EXIST. SIGN �. - E x1s 1 9 EXIST STMMH 1664' . EXIST. 36" PIPE I.E. LE= 12e4'(M ° I.E. = 12.84'(E) l�ltl 51Od XIST SIGN � - ��EXIST. SIGN \ EXIST. ° HAND �f Q HOLE EXIST. // j0 � EXIST. WATER ° 5 CBS WALL J VALVE ° TO BE REMAIN \ m v z LEGEND 1 : It I II � Call two full business days Q (but not more than five) Q before digging to find out • where buried facilities (electric, gas, telephone, cable, water) are located. Kmwwhan belom 0811 before you dug P4 z I z 2' o� w wa m o�ao LLz a a 0 ° woFi W O ♦ � ih rz oz�oiw z �Fjj W ? F S C b z v IX °x C Z g d z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJ ECT No.: F0901 01 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- DEMOLITION PROJECT: US I & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA m BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlorE ngin eeri ng.com EDWARD M, McDONALD PROFESSIONAL GNGTNGLR January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: DEMOLITION PLAN SHEET NUMBER: C -4 GRAPHIC SCALE 20 10 20 4o oO IN FEET) 1 INCH = 20 FT N w E s t EXIST. FIRE) HYDRANT rtt 1 1 t I t LEGAL DESC , I PTION A PARCEL OF LAND LYING IN GOVERNMENT LOT 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING PAV E MENT L -1 1G ND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION POINT OF A LINE 17.00 FEET WESTERLY OF AND PARALLEL TO THE WESTERLY RIGHT -OF -WAY LINE OF US HIGHWAY 1 (STATE ROAD N0.5), AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION, RIGHT OF WAY MAP, SECTION 93040.2503 AND THE NORTH PROPOSED REGULAR-DUTY LINE OF THE SOUTH 450,00 FEET OF SAID GOVERNMENT LOT 1; THENCE NORTH 89 °57'08" WEST ON SAID NORTH LINE (BEARING BASIS), 232.69 FEET; THENCE SOUTH 00°02'52" WEST 152.68 FEET; THENCE NORTH 89 °56'15" EAST 89.97 FEET; THENCE NORTH 61 °27'55" EAST 82.74 FEET; THENCE ASPHALT PAVEMENT NORTH 67 °45'46" EAST 100.90 FEET TO THE INTERSECTION WITH SAID LINE BEING 17.00 FEET WESTERLY OF AND PARALLEL WITH THE WESTERLY RIGHT -AT -WAY LINE OF US HIGHWAY 1; THENCE NORTH 17 °17'07" WEST ON SAID PARALLEL LINE, 78.21 FEET TO THE POINT OF BEGINNING. ACIRESNDS SITUATE, LYING AND BEING IN THE CITY OF TEQUESTA, PALM BEACH COUNTY, FLORIDA CONTAINING 31,258 SQUARE FEET (0.7176 PROPOSED CONCRETE � SITE DATA NAME OF PROJECT: SITE BLDG Sq. Ft. 166,891 SF CHASE BANK - COUNTY LINE PLAZA PROPOSED USE: TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) FINANCIAL INSTITUTION FUTURE LAND USE DESIGNATION: EXISTING COMMERCIAL EXISTING ZONING DISTRICT: PROPOSED C2 PROPOSED ZONING DISTRICT: C2 SECTION, TOWNSHIP, RANGE: % 30, 40, 43 PARCEL ID NUMBER: 60. 43-40- 30-00. 001 -0190 TOTAL SITE AREA: 1 SPACE 1250 SF 1 SPACE 1200 SF 20.577 AC (896,334 SF) TOTAL GROSS FLOOR AREA: 4,312 SF SETBACKS: 162,579 SF (3.73 AC) 18.14 REQUIRED PROPOSED FRONT (EAST) 25' 154.4' SIDE (NORTH) 10' 25.9' SIDE (SOUTH) 20' 20' REAR (WEST) 10' 15' BUILDING AREA: (16.20 AC) 78.86 EXISTING: EXISTING INLINE RETAIL PROPOSED 149,708 SF OUTPARCEL #1 GREEN SPACE 3,540 SF OUTPARCEL # 2 21.50 6,024 SF OUTPARCEL # 3 21.14 3,307 SF 896,334 SF PER ROW EASEMENT (20.57 AC) ORB 20512 PG 393.) 162,579 SF PROPOSED: (20.55 AC) 100.00 CHASE BANK ( OUTPARCEL # 4) 4,312 SF TOTAL OVERALL SITE BLDG Sq. Ft. 166,891 SF PAVEMENT I SIDEWALKS 19,625 SF (0.45 AC) 62.17 18,281 SF (0.42 AC) 58.49 TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) 72.28 SITE BREAKDOWN (OVERALL): EXISTING GREEN SPACE 11,941 SF (0.27 AC) 37.83 8,665 SF (0.20 AC) 27.72 PROPOSED 100.0 PARKING: SQ. FT. ACREAGE % SQ. FT. ACREAGE IMPERVIOUS AREA 1 SPACE 1250 SF 1 SPACE 1200 SF REQUIRED = 651 SPACES REQUIRED = 22 SPACES EXISTING = 897 SPACES PROVIDED = 22 SPACES BUILDINGS 162,579 SF (3.73 AC) 18.14 166,891 SF (3.83 AC) 18.65 PAVEMENT I SIDEWALKS 540,999 SF (12.42 AC) 60.36 538,870 SF (12.37 AC) 60.21 TOTAL IMPERVIOUS 703,578 SF (16.15 AC) 78.50 705,761 SF (16.20 AC) 78.86 PERVIOUS AREA EXISTING PROPOSED GREEN SPACE 192,756 SF (4.42 AC) 21.50 189,185 SF (4.35 AC) 21.14 TOTAL (NOTE: OVERALL SITE SQ. FT. REDUCED 896,334 SF PER ROW EASEMENT (20.57 AC) ORB 20512 PG 393.) 100 894,946 SF (20.55 AC) 100.00 BUILDINGS (including canopy) 0 SF (0 AC) 0 4,312 SF (0.10 AC) 13.79 PAVEMENT I SIDEWALKS 19,625 SF (0.45 AC) 62.17 18,281 SF (0.42 AC) 58.49 TOTAL IMPERVIOUS 19,625 SF (0.45 AC) 62.17 22,593 SF (0.52 AC) 72.28 PERVIOUS AREA EXISTING PROPOSED GREEN SPACE 11,941 SF (0.27 AC) 37.83 8,665 SF (0.20 AC) 27.72 TOTAL: 31,566 SF (0.72 AC) 100.0 31,258 SF (0.72 AC) 100.0 PARKING: EXISTING SHOPPING CENTER (PER APPROVED MASTER PLAN, SP -1 DATED MARCH 2004, SEE ATTACHED): PROPOSED CHASE BANK: BLDG AREA: 162,579 SF BLDGE AREA: 4,312 SF 1 SPACE 1250 SF 1 SPACE 1200 SF REQUIRED = 651 SPACES REQUIRED = 22 SPACES EXISTING = 897 SPACES PROVIDED = 22 SPACES (867 STANDARD) (21 STANDARD) (30 HANDICAP) (1 HANDICAP) TOTAL PARKING REQUIRED: 651 Parking Spaces Per Existing Shopping Center Bldg. Sq Ft (1space1250SF) 22 Parking Spaces Per Proposed Chase Bank Bldg Sq Ft (1space1200SF) 673 SPACES REQUIRED FOR ENTIRE SHOPPING CENTER TOTAL PARKING PROVIDED: 897 Existing Parking Spaces Per Approved Site Plan - 63 Existing Parking Spaces Per Chase Bank Outparcel Expansion 22 Proposed Parking Spaces Per Chase Bank OUtparcel Expansion 856 SPACES PROVIDED FOR ENTIRE SHOPPING CENTER P4 z o� z =o w 4 m o N �o o ..... w LLz a Q � z a � F ? � o♦ m w U F o o w z am�o=w 9� O ►-i m ° s W F F L F F ? $g z Z REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101 -SITE PROJECT: US 1 & VILLAGE LOCATION FOR BDG ARCHITECTS CHASE 0 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohlerE ngineeri ng.com EDWARD M, MCDONALD PROFESSIONAL ENGTNEER January 19, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: SITE PLAN SHEET NUMBER: C -5 11 12" TYPE 1,111 ASPHALTIC CONCRETE SURFACE IN (2) 314" LIFTS 12' TABI ED GR (MI B ELEVATION 81 6" ASPHALTIC CONCRETE SURFACE ,// -2"R ASPHALTIC P] SLOPE (SEE PLAN) 1, 21 2 NO 5 REINFORCING RODS R R017 NO 51101 S 12" N0.6 ANCHOR RODS 7" IN GROUND 15" OUT I'S CUT CONCRETE IPJHEEL STOP 2'-6" 311, PSI ON CONCRETE PROPOSED PAVEMENT (SEE DETAIL) GRADE - NOTES: 1. IPIHEEL STOP FORM SIZES MAY VARY DEPENDING ON LAANUFACTURER. 2. VIHFFL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES. 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. o B, MILLING OR AS FIELD ASPHALTIC CONCRETE SURFACE CONDITIONS DICTATE EXISTING PAVEMENT SURFACE TO EXISTING PAVEMENT PROPOSED PAVEMENT RE ASPHALTIC TACK COAT EXI STING ASPHALT — EXISTING LIMEROCK BASE — EXISTING STA BILIZED SUBGRADE -- - - - - - - - - - - - - - - - - - - - - - P4 z cd - n a0m 7 7 3. 0 R '0 65 0• it A > E, ` .4 0 z z REV: DATE: REVISIONS: COMMENT: BY. 1 11/16/10 REVISED PER DRC STAFF COMMENTS CAD ASPHALTIC CONCRETE PAVEMENT DETAIL 2 ONCRETE CURB (TYPEU) DETAIL SCALE: NONE 3 CONCRETE WHEEL STOP NO CURB SCALE: NONE PAVEMENT SAWCUT/MILLING DETAIL SCALE: NONE NONE 112" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE BID" CURB & RAMP TO BE FLUSH 4" THICK CONCRETE, 3000 PSI l' /ASPHALT PAVEMENT @ 28 DAYS. 12 12" SUBGRADE (SEE NOTE 1) SECTION A-A PROP. CURB (SEE DETAIL) NOTES: 1 SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-99C. 0 e 2 HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE HITH THE LATEST ,� ADA GUIDELINES. 3 RAMP WIDTHS FOR CURB RAMP MAY BE REDUCED TO TIAIN IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. 4 LOINER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS OR OTHER AREAS WITH PAVEMENT CROSS-SLOPE LESS THAN 2 %(0.02). ' FOR ADDITIONAL RAMP INFO REFER TO FDOT INDEX A Na 304. A RAMP AND SIDEI'IALK CURB DETECTABLE WARNING (SEE DETAIL) —2'LANDING (SEE NOTE 4) RAMP WIDTH (4' MIN.) (SEE NOTE 3) 1.6" MIN ON RAMPS THAT ARE PERPENDICUALR WITH THE CURB LINE, THE DOME 12' 2.4" MAX. PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE EDGE OF DETECTABLE PATH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. WARNING 0.91 MIN 1 4" MAX vff _4 6 6 2" 0.02" 0 0 (:,, .-TRUNCATED DOME INTEGRAL DOME 5E 0 0 0 THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% 0 0 0 0 AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRU DOME BASE-TO-BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW 70 r ijor S/ 4K 0 2 FT WITHIN FDOT ROWS 3 FT OTHER LOCATIONS ALL SIDEWALK CURB RALAPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROM THE BACK OF CURB WITHIN FDOT ROWS AND 30 INCHES (610 m.) FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. 4 4" P&�CO I NCRETE 4 (SEE NOTE 1 & 3) 4 , 4, S B D IZ IN 0 SEE PLAN FOR WIDTH NOTES: 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". 2. SUBGRADE BELOW SIDEYALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI @ 28 DAYS. 4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS. 5. PROVIDE EXPANSION JOINT (TYPE -A-) AT CONNECTIONS BETWEEN NEVI AND EXISTING SIDEWALK. 6. PROVIDE FIBERCUS JOINTS 20'O.C. ' r , 7 Bi ke-Stanc ions h ": (AE) Version III M. 135 - 45 (AE) -41) AIE) 11.d, 1 111, BS Swrfatt-Mawnled Belau -Greve Mounlel It 4 -a AW. S.-A 11 CZO A co (typ) 2--0- rhih Fns 4-3'o Front Elevation Side Elevation typ) tpriml —f. W* W FI Elevation Side Elevation p f2- 4 ff-m Ind- B T-r Plan View PROJ No.: F090101 DRAWN BY: CAD CHE CKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-SITE-DETAILS PROJECT: US I & VILLAGE LOCATION FOR BDG ARCHITECTS ADA RAMP DETAIL FDOT INDEX No. 304 6 ADA RAMP DETECTABLE WARNING DETAIL 7 TYPICAL CONCRETE SIDEWALK SECTION BIKE RACK DETAIL CHASE SCALE: NONE SCALE: NONE NONE SCALE: NONE 6'' GIA, STEEL FIFE FILLED W/ GONG, (FN D) 4 -0" 14T, w/ 13" CIA, CONS, FOOTING, FI OP (PIPES �TC, TO MATCH STUCCO) THICK 3,000 PSI PORTLAND CEMENT s CONS, (SEE STRUCTURAL rL.66) -------------- DunPSTER Sr OTHERS 0" rIA STEEL PIPE FILLED W/ CONC. (f'NTr) W1 10 OA, f:OND, FOCTIN�, (PIPE STANDS 5 -0 PAD / GRADE) GONG, FACGRAE) --------- BO HOLEE, IN CONCRETE TO ACCEPT SANE SCLTS FOR BOTH OPEN 4 SLC&EO BORE HOLES IN CONCRETE TO 4GOEFT CANE BOLTS FOR 50TI-4 OPEN 4 CLOSED P051TIONS NOTE: f-AINT ALL &TL. TO MATCH STUCC® 10 r-A, MINI-V-SEAM MTL. ROOF DECKING: ATTACH f-ANELS, TCf- 4 SCTTCr-1 - 10'' O. C. AND 24'' O. C. T Ir- SPAN (MECHANICALLY ATTACF4 TO FRAME AT EVER) FLUTE) TS 4'' x 3'' x 1/4'' TS 4'' x 3'' x 3/10'' I-,IA, CONC. FILLED PIPE REFER O r,4TE 4 NrE DETAIL (TTF, - T f5CTH GATES) �Lj Ld CANE BOLT STANLEY HEALY) ICUT) CASTER ONE -1010 STEEL 10'' ONE PER PER rEGTE r3ATE-WELD TO STEEL 4 fIL4TE ®N C�ATE '' x 14'' x 1/4'' STL, PLATE FOR CANE BOLT - WELD TO ETL ANG3LE - BOTH SIDES 728 N. U.S. 1 VILLAGE OF TECUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E RE N G RADICE III PO 1000 CORPO DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 BohlerEn EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 19, 201 FLORIDA LICENSE No. 71615 FLORID A BUS NESS C ERT. OF AUTH. No. 27528 V SHEET TITLE: SITE DETAILS SHEET NUMBER C-6 9 DUMPSTER DETAIL SCALE: NONE i® DUMPSTER ELEVATION DETAIL SCALE: NONE P4 z LLz c o GRAPHIC SCALE 0 h 20 X a0 10 - z IN FEET) E U ga I INCH = 20 FT z V, z VALVE EXIST FIRE z HYDRANT J, 10 , 00 j REVISIONS: EX IST. 24" IV, PIPE REV: DATE: COMMENT: BY. PROPOSED (M -0) No. 1 11/16/10 REVISED PER DRC CAD MANHOLE 2 EXIST. GUY EXIST. CONC EXIST o STAFF COMMENTS /11F R.E. 23.11) A: POLE T - EXIST. STM MANHOLE I.E. ( SE ) 17.139 Sj,395708-E 232.66' 1 � /1,1 1 < R F. 17.37' METAE�IDA EXIST. WATER MAIN ESMT. Q. I. E. 8� E) ( O.RE 6096, PG 1057) T, 23.25 2 M2. VaE . 23.00 p, 2230 22.30 22.40 LEGEND 22.20 PRO RTYPE 'D'CURB %T �c-5 A' CATC BASIN Fi1*3 R.E. 21.711 EXIST. CATCH BASIN Et 23. 0 1 22.00 F b GRATEEL 1644' 23.00 22.85 I.E. N PROPERTY LINE SAWCUT, MAT16 22.85 1 LF,18"HDPEW/85LF 21.95 .95 E. ( 9 ) 17.25 PRIOP.61 LF, 22.40 -'X I.E. 13 291 (S) APPROX. LOCATION EXISTING WATER LINE --OF EXFILTRATION 22.an I.E. E 17.25 15" OE W PROPOSED WATERLINE AND CONNECT TO APPROX. LOCATION OF EXISTING J/G ELECTRICAL CONDUIT 0 EXIST. PAVEMENTl� 23.00 TRENCH, WODE E PROPOSED JIG ELECTRICAL CONDUIT TOP OF TRENCIj�if)%'-� 22.30 PROP. 69 LF, 2.85 BOT. OF TRENCH 15.50' /6�af - APPROX. LOCATION OF EXISTING 13" ED J/GTELEPHOIE CONDUIT E X IST T WATER MA IN ESMT, IW 21.85, t V�\,- 16 PIS e A EXIST ROPOSED JIG TELEPHONE CONDUIT 2.85 to, P G 105 b 7� EXIST. CATCH BASIN 23.00 "B. 6096 P 7) 11 CP SIGN 22.05 C ROPOSED ( c I APPROX. LOCATION OF EXISTING SANITARY SEWER LATERAL / 1 - EXIST. STM MANHOLE 23.0( PROP. 4' C AT C H BASIN TO BE MODIFIED e. r- ROOF LEADER GRATE EL: 22.07' F, /11 RE R.E: 17.38' S PROPOSED SANITARY SEVIER LATERAL 7 I.E. 1. F. 9. 86'(S) APPROX. LOCATION OF EXISTING OVERHEAD INIRES E = 17 STIE) � ,FV rte, yT2 PROP .! Fl� 22.85 PROP. 1. E. NIA (W) : 17'u jwj , PROP. TY E 22.10 `\, -MONUMENT PROPOSED STORM SEINER ROOF 22.40 ;LEADER 22.90 2 "1 D-CURB YIP.) SIGN D PROPOSED STORM SEWER LATERAL 22.70 1,5 EXIST V , NN hb A t EXIST�NG STORM SEWER N 2 , 9 0 , F 1 SIGN PROPOSED ( c I PROP. 75 LF, 15" HOPE EXISTING HYDRANTS EXIST. 12" METAL PIPE V-- D 0 CAT BASIN'4 22 ZX 22.50 22.50 17 , el 1 17.50 21.90 .15 EXIST. STI4 MANHOLE 15 1/ , b 1111v PROPOSED WATER UTILITY VALVE I. LE E. 2.55 R. E, 17.50 PR RO OF 22. 16.64' -EXIST 36"RPF E. ( E ) 22.55 FT k/ 17. 11, 22.80 ML \LADER J �v 21.95 1 E. = 12.84'(N) 11 09 0 BACKFLOIJV PREVENTOR I F. = 12.84'(F PROJECT No.: F090101 PROP. 4" PROP. FCONC. ROOF ASt d F DRAWN BY: CAD CH 4--- RAISED WALK WATER LAETER CHECKED BY: JMG 22.70 LEADER PROPOSED I , _ I V 1� I Nw- I 59 SCALE: Y ,2 g l , �10TC/ IF $7 C 22.50 AS NOTED' PRO 22.80 BC PH�L` �F I DATE: I C PROP. TYPE C4 PN�RCIAL INSTITUTION P s PE EXISTING SPOT ELEVATION AD I.E.: F090101-PGD SAWCUT, MA CH 22.75 - '-V CURB F D INDEX #394 1 J�VP Nc;e p E �O T 2' 21.20 AND CONNECI O-� fTYP.) 6 (4,312 S.F.) is RB -F PROPOSED SPOT ELEVATION , V/ 22.50 G T ER Tf� PROJECT: 'r EXIST, PAVEA:NT E 23.50 ( NA'V.D. ) PROP. TYPE 20.25 -D'CURB (TYP.) E - 23.50 22.85 22.7,j 'IDETECTABLE - EXIST PROP 5'CONC. SURFACE 21.90 C V IROPOSED No.. P 4 1 FL WALK 1 - " , 7 � - -_LIGHT POLE PROPOSED FLOW ARROW 22.40 X 22.65 6 EXIST, 22.7 US I & VILLAGE 22.80 - SEXIST. REGULAR DUTY ASPHALT EXIST. 41 EXIST. PROP bHAND SIGN PROP. CURB 71 P�s 1 112" TYPE 5111, 6" LI MEROCK LBR 100, 12" STAB. 8 UPGRADE LBR40 LOCATION E XIST SAWCUT, MAT DETECTABLE 21. ANDCONNE TO EXIST. PARCEL 2 HOLE ......... 22.70 10 SOFACE � A. OIST PAVE O C . MENT NN-EXL V FOR ;V ESMT. 69'/ 22.60 1� 1� REDO TED f 0. P. 1 1 3`0 PROPOSED CONCRETE PAVEMENT BD FIRE HYDRANT EXIST (0. R. 'S 321�) G PROP. TCONC. ASPHALT ARCHITECTS 21.85 SIDEWALK EXIST 2'C EXISTJ 22.50 �&m E 8997 N89561,' EXIST PROP . URB 1 CURB 1 0 PAVEMENT & GU�TER SAWCUT, MATCH 22.15 CURB DETECTABLE AND CONNECT TO SURFACE EXIST. N �Olk EXIST. PAVEMENT EXIST LIGHT POLE HAND HOLE EXIST lip QI EXISTING CONCRETE PAVEMENT CHASE �tx 6 ' { 1 Sr 1 5 LIGHT 1P M, ��OLE , "EXIST %6 HAND HOLE EXIST CATCH BASIN 0 /lE 1-�- 728 N. U.S. 1 EXIST. 4'WALK VILLAGE OF TEQUESTA o F 16.67- f F) E PALM BEACH COUNTY EXIST. 16.67- (S) FLORIDA GRATE EL: 20.87' 60 6 IN PROP. If- SIGN P I --- � , k / - �'-FXIST. IT METAL PIPE SURFACE DETECTABLE EXIST. CURB A 0 Call two full business da BOHLER E N G I N E E R I N G r. EXIST ASPHALT EXIST. ASP HALT but not more than five) PAVEMENT EXIST. ASPHALT . before di to find out • PAVEMENT • � 12"METAL PIPE PAVEMENT where buried facilities (JA (electric, g as, telephone, RADICE Ill OUTPARCEL #3 cable, water) are located. 1000 CORPORATE DRIVE, SUITE 250 FLOOR ELEVATION-22AU NGIVE) FORT LAUDERDALE, FL 33334 CAW= y ou di PH: (954) 202-7 0 FX: (954) 202-707 BohlerEn ------------- EDWARD M, McDONALD PROFESSIONAL ENGTNEER Ja nuar y 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS DEFT. OF AUTH. No. 27528 SHEET TITLE: PAVING, GRADING, & DRAINAGE PLAN SHEET NUMBER: C-7 ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. 1929 DATUM. U.S .FOUNDRY FRAME & GRATE NO. 4155-6209 (OR APPROVED EQUAL) ��oo�� RIM, ELEV; GROUT lSEE PLAN) ��O��oo �� 0 0 - BRICK TO GRADE (z) c0UPSgS MINIMUM PLAN B 'A 'B' (4) COURSES MAXIMUrA BRICK TO BE RED ROMAN N!I NO HOLES — HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. STANDARD HOOKS TIED UNDER BASE STEEL ,E , , SECTION A -A A A + ADDITIONAL REINFORCING BAPS- SIZE "H" PLAN ,G, H Z , SECTION A -A TYPE . „ „ „H" C4 4' -0" 0 8" 5'4" 0 #4 @ 6" C.C.E.W. C -5 S -D" 0 8" 34" 0 # 5 @ 8" C.C.E.W. C -6 6 -0" 0 8" 7'4" 0 # 5 @ 6" C.C.E.W. C -7 T-0" 0 Y 8'4" 0 # 5 @ 6" C.C.E.W. 8' -0" q 10" 9' -8" q # 5 rcil 6" C.C.E. W. C -8 @ U.S. FOUNDRY RING AND COVER, p DRAWING No.420 -C,OP. APPROVED EQUALI GROUT � BRICK TO GRADE 2 () COURSES MINIMUM (4) COURSES MAX IMUM BRICK TO BE RED P.OINAN vv/ No HOLES PLAN 'B' 'A' 'B' 'D' HOLES FOR PIPING SHALL BE FLARGER THAN PIPE a O.D. AND SHALL BE CAST z AT TIME OF FABRICATION. � STANDARD HOOKS TIED 'UNDER BASE STEEL .< F SECTION A -A A A ti ADDITIONALREINFORCINGBAPS - SIZE "H" PLAN 'G' Ti w 'A' SECTION A -A TYPE M-4 4'4" 0 3" 54" 0 # 4 @ 8" C.C.E.W. M -5 5' -0" 0 8" "I'll # 5 @ 8" C.CEW. M -fi fi' -0" 0 8" 7'-4" q # 5 @ 6" GC.E.W. M -7 7' U" 0 8" 8'4" 0 # 5 @ 5" C.C.E. W. M -8 8' 0" 0 10" 9'-8" 0 # 5 6" C.C.E.W. @ P4 z W y � ~ 0 z F-I W z LL w F U ? O O ♦ m w ° z> ` . r o x w o z a 6 K F W � r " V z e® E. L, < ¢ B p 4 'ZJ n 9E U 7 Z is� a z g@ z@ U u 2i TYPE „ „ .. „ „E" "F" TYPE „ „ "C" , D" "E" P' C -4 4,-0„ 0 8" d" #4 C. 12" C.C.E.W. #4 @ 12" C.C.E.W. 6 M -4 4' -0" 0 8" 8" # 4 @ 12" C.C.E.W. # 4 @ 12" C.C.E.W. 64" 0 REV: DATE: REVISIONS: COMMENT: BY: C -5 5' -0" q 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. 7'4" 0 M -5 64" 0 B" B" # 5 a 12" C.C.E.W. # 5 @ 12" C.C.E.N /. 7'4" 0 1 11/16/10 REVISED PER DRC STAFF COMMENTS CAD Q_6 6' -0" q g" 8" # 5 @ 12" C.C.E.W. . # 5 @ 6" C.C.E.W. 8'4" 0 M -fi 6' -1" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" GC.E.V /. d'-q" 0 ' C-7 T-0" 0 8" 8" 1 # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'4" 0 M -7 7' P' 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'4" 0 C -8 g p^ q 10" 10" 2- W. W.M. ,v/ # 4 12" C.C. VERT # 5 @ 6" C.C.E. W. 10'-8" q M -8 8' 0" q 10" 10" 2- 4V. W.M. vi/ 4 # 12" C.C. V 4 # 5 6" C.C.E.N /. @ 10' 8" q PRECAST CIRCULAR CATCH BASIN SCALE: NONE 2 PRECAST CONCRETE-TOP SLAB SCALE: NONE 3 PRECAST CIRCULAR DRAINAGE MANHOLE PRECAST C®NCRETEJOP SLAB FOR DRAINAGE MANHOLES ' SCALE: NONE SCALE: NONE 15/8" x 7- 5/16" OPENINGS 0 0 0 0 0 0 0 0 0 O — _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 „ \- 118" LEVELING PADS 357/8" 36" ry N ._, 33 1/4" 431/2„ NOTE: 1. GRATE TO BE TYPE U.S.F. No. 4155 -6209 223/4 U.S. FOUNDRY SPECIFIED FRAME AND CORER LETTERING SECTION COVER 2215 /16" 20 518 " ,i / � f,. J i 241/2" _ 36" _ r NOTE: 1. RING AND COVER TO BE TYPE'J.S.F. No. 420 -C NEOPRENE GASKET SOLID TOP (SEE NOTE #1) 3" z 1/8" FLAT BAR (SEE NOTE #3) TOP AND SIDES CONTINUOUS WELD C.A.P. WITH 1/2" MOUNTING HOLES HALF PIPE o a �3 w 1/2 ROUND CORRUGATED T ALUMINUM PIPE FLOW I 24 FLOW '^ o � o iYP. w , OUT (MIN.) — i w 6" MIN. IN > " a NEOPRENE GASKET TYP. SEE NOTE 2 (SEE NOTE #3) W z TOP VIEW OPEN BOTTO M SEE NOTE 7. RECTANGULAR STRUCTURE FRONT VIEW SIDE VIEW NOTES: 1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE PIPE W t W 2 T H SHALL BE WELDED i0 CLOSE OPENING AT THE TOP. � DIA. (IN) IN (GAUGE) (IN 2, THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT = 15" 21" 21 16 VARIES BAFFLE MUST BE AT LEAST 2' BELOW CONTROL ELEVATION. 1800 3. NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED V 18" 24" 24" 16 VARIES EQUAL (1' x 2 ") SHALL BE INSTALLED ON THE SIDES 21" 30" 30" 16 VARIES AND TOP OF ALL BAFFLES. 4. POLLUTION WITH 3 RETARDANT /8 "z4" BAFFLE TO BE FASTENED IN STAINLESS STEEL "RED HEADS ", 24" 30" 36" 16 VARIES PLACE 30 36 42" 14 VARIES OR APPROVED EQUAL. 5. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION TOP VIEW 36" 42" 48" 14 VARIES RETARDANT BAFFLE AT EACH CONNECTION POINT TO A ROUND STRUCTURE STRUCTURE (SEE EXFILTRATION TRENCH DETAIL). 42' 48' S4' 14 VARIES 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 48" 54" 60" 14 VARIES 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO 54" 60" 66" 14 VARIES EASE INSTALLATION IN ROUND STRUCTURES. SPACING i0 1. RECTPNGUTAR STRUCTURE MATCH HOLES IN FLAT BARS. 2. ROUND STRUCTURE LOWEST FINISH GRADE:21 70 ______________________ _____________ ______________________________ STORM MAINTAIN MIN. COVER STORM DRAINAGE MIN. MIN. DRAINAGE STRUCTURE STRUCTURE (SEE DETAIL) (SEE DETAIL) 1d" HDPE PEP.FORATED PIPE SOLID PIPE 1 STD. PIPE LENGTH STAINLESS 3/4' WASHED ROCK STEEL STRAP SEE PLANS ELEVATION LOWEST FINISH GRADE 21.70 PAVEMENT SEE DETAIL ' ' PROJECT NO.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- PGD- DETAILS PROJECT: US I & VILLAGE LOCATION FOR n BDG ARCHI'T'ECTS - - - _ - ... .... ... ... ...... .... .... .. .... .. . .... .... ... ... ... .. . (� """ """ 2 MIN I� 1 "' 1 TOP OF TRENCH 19.70 FEET NGV I ._ � LE: 17.00 FEET. NGVD - - h BOT. ELEV =11.70 FEET, NGVD ESTIMATED SEASONAL HIGH WATER LEVEL 2.0' (N.G.V.D.) 18 HDPE PERFO RATED PIPE ,' —' -- 6 3/4" WASHED ROCK PLAN NOTES: 1. PIPES SHALL CONNECT TO ADDITIONAL CATCH BASINS AS REQUIRED. 2. BALLAST ROCK SHALL CONSIST OF 314" WASHED ROCK AND BE FROM FRESH WATER WASHED FREE OF DELETERIOUS MATTER.. 3. TRENCH TO BE LINED VATH AMOCO PROPEX 4545 OR APPROVED EQUIVALENT TYPE FILTER FABRIC. OVERLAP TRENCH LINING MATERIAL A MINIMUM OF Z AT TOP OF TRENCH. CLOSE ENDS AND STRAP AROUND PIPE. 4. IN AREAS OVER TRENCH WHERE THE FULL ROADWAY SECTION CANNOT BE CONSTRUCTED, THE AREA ABOVE THE TRENCH SHALL CONSIST ENTIRELY OF LIMEROCK BASE (LBR100). FRAME AND GRATE DETAIL SCALE: NONE 6 MANIHOLE FRAME DETAIL SCALE: NONE 7 PO]L]LUTION RETARDENT ]BAFFLE DETAIL SCALE: NONE 8 EXFILTRATION TRENCH SCALE: NONE CHASE O 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA m BOH LER RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 www. BohICrE ngin eerI ng.com EDWARD M, McDONALD PROFESSIONAL ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEET TITLE: PAVING, GRADING & DRAINAGE DETAILS SHEET NUMBER: R C 8 PEAK OF RUOF ,��z<�� .,� 26�-1" € s 3? � ip5�a t� � �t � ��; ��. k � �{3 � �� F�s� ��-}€� ��pdd�q�Yt�{ s '�1`±. 5 ,.• t !�� a�`�i� ?.a � .°�� s:: rd � c 'Y� 4 �3 y € 3 ) �a� �r�� cc �; t � a , t � �. 25<i: � t�°t �¢tl��5� f'�� ' �'�E .k, zfax�e .9. :c`xZ �s .(z..i� TOP OF PARAPf T � s , , � � � � 17'-8' � �� £ TOP OF CANOPY� f . ` � ,.: „� " �.�.��.� ` ,i'� 14'-Q' E -- — ----- ------ --------- ' ------------- � �.rv, .� h. ��. � .< � , � � � � � TOP OF BANDING _.,. _.._ � � � , � . ` � _ � _ __ _ �;� , —� -- � — _ �r-o� � .�. — _ _ _ ..�. > � : ,.� : ��,� � BOTT OF CANOPY � E�. � � ,.,: � ��,: 10'-8 � � f Y " ( ' k � TOP 0� WAINSCOT ' ..__.., , l—__.—I� I � I E 3. __._..� , _ , ,� , � ? ;; , 1 EAST ELEVATION _ _---- _ _. __ _._ � ��,�'�*. ____ _ ,'` , _ �i } �� '� �� ; �� , � t 4 '* P ` � s �' �.. . .. __._. _._.._ ...—.__ ...._. ....: gW �i�}g APOUC ROCKCAST LAl PEWTER BONE 3 I., ; `�, :� Y � F d { � x y _ y � #w� � � i� � >�# � '��#„� ; , 4 ; ;� ��'�'` �'� � _ � ,o „ �� Ysd3`��#i7�1. . . .. . . ......� .,w . E�t ; SW 7036 APOLIC CONCRETE ROOF TILE I ACCESSIBLE BEIGE NB BLUE BURNT MISSION . � = � {� " � '� � � � .__ i NORTH ELEVATION CHASE BANK CHAS E' VILLAGE BOULEVARD AND US-1 ,�r TEQUESTA, FLORIDA .,;_ . , , r ARCHITECTS ..� �'C,?.�. $ $Nt'.;� , :� HI$ �[ .�2 t. i�'2.. `_.�$� APr .sX`�lt.' .i :$ �:,C ,. � K ' :nRi. f-�.'.�.$ Ft-I�) �°FFE?�l[�3�E$ '. Fi7ti.,-� .. _.� . .. .. _ , .. *3, .... ., ., Tye V!£ttiER tS ADViSEb 'O USE SNE RFfiFDER3tdG A$ A GU�DEtit4E FpR TH£ A4RPNGFMENT OF CQLORS ON iH� BUi�pi�.'G, AtJp SQ iHZN RFfER t0 TH: i.C1UFt COIflR OR FAAIER�AL $,+MPIES RRGv�CEG. � w J � ( ._..�____. � Z r i LL Q L1 d � g� W w �- � �n �.- Yp �, W� - � � ,� �- ►- x � �' ` . � O v u. ` i— - G9 - i.,. ' ::.`"" "_` .° .. („) � � OcD �^' p� �� : �m Q �N p�� Z tJ p � m ¢ �c � u. � , __ u p � � . _._ ; d � n- E e O O O v� ? � �� H J ��.. � m Q � t' a W � � U . 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I I ( i I 1 � I i a " a °O � O �a O o ' Z Z r c� � U � z _ � 'i � � � O I � O � � a i � O 1 � � Q : m Q � � , I � - _`'_ � J J W � 2 �� O � �__ � � LJ 6 4.8 2 SIM. 2 •3 1 (5) LED LIGHT FIXTURES 0' - 0' l' 4' 6'1 A61 sl . (SEE ELEC. DWGS.) ------------- 2�- �------ - - - - -- l' 4 . 14 ,_ 0 „ MOUNTED ON CONT. ALUM. 2' -0' 8' -0' 3' -4' 4 ' 3 8 ' 3 -8 4' 3' -4" 2'-0' 2' -0' 14 ch PLATE PER 10 1A6.8 A5.1 4.1 A61 - - - ��- GHA5E SIGN _LA _ _ ( & LL 3 4.8 2 MOUNTED ON OUTER 51M. 2 2. - - - - I r - - - -- -- � - - -- -- - - - - -- i0 A CAST STONE CAP q61 WALL. SEE A4.1 a A4.2 qb.l A6.1 'a IO O I �I BELOW (TYP.) 3' II' FOR LOCATION AND SITE W 22' -0' 4 ' - 0" 3' -II" ROOF OVERFLOW 7 +. H -0 o I .. 6 ALUM. HIGH ROOF DRAIN LEADER IN /S 83 I :: I 83 -_ ° o ROOF CANOPY, CHASE WALL (SEE - --------------------- - - - - -� A LL Q BELOW - -- -- - - ------- - - - - -- - - - - TYP.. - - - - - -- ABOVE PLUMBINGDWGS.) - -- - -- V (TYP.) Z \ \ 4' 4 VESTIBULE � 7------ 5------ _---- - -- - -- - -- - - - - -7 / SPLASH BLOCKS NJ FOR AC COND. 0 °� v T -_ LINES (SEE \ C b F T P. O w -�:. PLUMBING DWGS. � 4 1 I 3 a�w � �s w� 8@� \`r 7 / 3 A6.2 A6.3 6.4 Qe ka GI \ ry Q / yW O_ _ �� w�eoo v \ RECESSED CEILING / v N 0 TM ROOM 3 \ MOUNTED / O / 102 A/ - H - C \ / 3'_0 0 .. ROOF � _0. 3' - m" n BELOW 4' LONG ALUM. T9l3x2xl /4' -MILL N 0 ( 0 �� I FE / FINISH a WELDED ENDS) W/ 2 - - - - I�I LED LIG \ \ / / FASTENERS PER 9/A68 (TYP.) I _ 4 '5 (5E ? FIXT \/ v v s3 5.3 5.3 RUN ELEC.) - TY i \ \ 8' LONG ALU 1. T5 (3x2x1/4' -MILL FIN15H a WELDED END5) W/ 4 1 1 - 2' 0' l' -8 1/2' II' -8 112' 2'- ' QI 2x2 GRID / \ FASTENERS PER 9/A68 (TYP.) � OVER ATM (M -O - -) (M.O.) / / PLENUM ABV. \ �� LJ ROOM / VESTIBULE GYP. 4� LONG ALUM. TS (3x2x1/4' -MILL LJ 10' -0' 2'-8" 3' -8' 4' -l' 18' -1 112' 3' -11 1/2" v BELOW / / BD. CEILING BELOW HNISHA WELDED ENDS) W/ 2 M.O. M.O. / FA5TENER5,,PER 9/A68 (TYP.) '? 60' -8 B - D ' o� L N V O LL O N 7 p SLOPE SLOPE n o w @ cu EXP. JT. COMFORT ONE 1 / 1/4' PER 1' -0' 4' PER -0" \ N ALIGN (TYP.) POWER/ DATA z - - - FLOOR BOX 1 1 / \ ^ 6.3 / 4' -0' (MIN) (MIN) 10d SEE ELEC. w (TYP.) co DRAWINGS `� z N SPLASH BLOCK (TYP.) N w SIM. 29'_4' SIM C U co 30'-0' w _ w w YI N Z � = M W N _, � ` M PLAN AT CONCEALED AREA ABOVE ATM ROOM 14 ._,,� 2 e o L _ _ _ J 5,8 D (u otS CENTERLINE OF I I SPINDLE I i •� LOBBY RECESSED DOOR POWER/ DATA FLOOR I I 0 r O .`a 103 CLOSER /PIVOT HINGE BOX- SEE ELEC. I I `r v M SYMBOL LEGEND GENERAL PLAN NOTES: LOCATED IN SLAB DRAWINGS A I I A4.1 W 1. ALL PARTITION DIMEN51ON5 ARE FROM FACE MILLWORK w 101A S E SHEETBA81 F CA51NE�D FIRE EXTINGUISHER OTHERWISE NOTED. F 57UD UNLE55 PART S SEE IISA - - 4 Vl A WINDOW SYMBOL, 2. SEE SHEET A1.4 FOR PARTITION TYPES. d� 6.3 CU O F.E. SURFACE MOUNTED 4 v 3c I I W 6' -I I/2' SEE SHEET A8.2 @ L O A1.5 r p cr PARTITION TYPE c FIRE EXTINGUISHER CABINET 3. REFER CIVIL PLAN FOR NORTH MILLWORK PARTITIONS A S I CONFERENCE Q r I NDICATION. 118 p A , - SEE DETAIL 3/A1.5 > DESIGNATION F.D. FLOOR DRAIN W 28'-4 3/8" r Q O RECESSED DOOR � CENTERLINE OF - GL05ER /PIVOT HINGE SPINDLE LOCATED IN SLAB 0 51M./ LINE OF 119A A HAND a3 � SOFFIT ABOVE I I HAND 3A LINE OF A CONTROL JOINTS AT D.S.- SEE CIVIL FOR Ai5 I 1 A50VE 1 sarrIT jr-l- OF q COLUMN. RAINWATER DISCHARGE. I Q' A ISOLATION JOINT AT COORDINATE W/ CANOPY 26' -10 3/4' 5' -4 l /8' 2" 11' -3 1/8' 4' -10 l/8 12 COL. BASES. TYPICAL DWGS. FOR (OPTION 11 p ( 7A - ) v ALL ISLANDS ALL O PTION -2) TYP. AT A63 q�2 Y - 4' I' 1 A D FILE ROOM D SOFFIT PROVIDE REV - uo 2 LINE OF SOFFIT I r GATT INSUL IN 116 " 2 BY DATE SCOMMENTS 26'_0" ABOVE A A a v '�S w J - - _ HOLD FINISHED DIMENSION OL E R 116A 4L ._ - - - - - - - - - 00 6.3 C a 51M � Q - I - . -- I B ': - SPLASH C A5.1 TYP a w I I B O `^ `" 6 -- BLOCK - I I 2 3/8" A - (TYP.) Q BOLLARD HEIGHT 2 / 3 ( TO BE 54' FROM 1 r Ai.2 PROVIDE 4'x8'x3/4' A 70P OF GONG. a 4 A5.i .� TELL LINE FIRE RETARDANT 3/8 16' -9' A �' 1 4' -10 l /8'I C 8' -0 31 A5.1 O 1 1 ISLAND (TYP) U a- SIM O O m PLYWOOD OVER GYP 115A _ TYP A5.1 _ I I z BD IN DATA ROOM 1 B I O - _ 8'x "xG' PVC FULL _ _ 1 BOX W/ GASKET TOP I I I 15 wALL5J SEE i.4 PRINTER CORRIDOR 1110h1EP1 LI FFIT 112$ 112 Q G.G. TO PROVIDE A OVE E OF A 1 - FLUSH W/ TOP OF 115 I I IB / A1.4 A 112C 113 � - - ♦ 0 GONG. ISLAND - UNDERGROUND I I Lj� C n7 ELECTRICAL AT Q BOLLARD HEIGHT - cA I THIS ISLAND FOR I B COATS - I AT VATS TO BE 54' I I FUTURE ATM AS s 3 I I U �� - -- -- - - + - -- MIF' - - -- N -- q I C r E 1 p Aa.2 z I FROM TOP OF CONG. I I INDICATED IN Aa2 I I LL I 1 Q' ISLAND (tYPJ Q C A 4 N N DETAIL l /A5.1 = - - I I I A I 8 6 0 0 - - 0 ? 1' -3 5/8 5' -6 5/8" 1' -9 1 /8" 8' _ I I _ DATA ' -5 3/8' -6 1/8 - 8' -1 l /8' I' As.1 o I j JOB NUMBER: 09353 ol a I I OUTLINE OF vAT -- ��T I N I I r Ai.1 Ai.1 I v A B M 4 W I 0 1 DATE: 10 -04 -2010 SIM .n ROOM LOUNGE e I'" U FUTURE ATM I 106 A I I I I I As.1 46 4 N A` - 109 A�.1 I = LL I 12'x12 "xb" PVC PULL A5.1 I I I A 120 B I C Q MEN DRAWN BY: iw BOX W/ GASKET TOP I I ( I - - D I I FLUSH W/ TOP OF o o I I TAG TI XIT OOR I 114 1 z I I CONC. ISLAND 1, a I 18' -0/' 0' -1 3/8" 6' 51-01/8, 8172 1/ II II' -II 7 /8' S SIG GE, SEE .1 -4 1 /5I -3 3/4' 1 SCALE: AS NOTED 6. I ♦ - - -� 2'x4" PVC JUNCTION A�.1 I I I I A 108A FD LINE OF IIIA 114 D DRAWING: FLOOR OUTLIN - BOX FLUSH W/ TOP O 0-- I I - B SOFFIT OF ATM OF CONC. ISLAND 4 1 I I LL A 0 JA NITOR ABOVE - F PLAN - - - -- - E - - - - SIM I DRIVE- TELLER e / i ELECTRICAL ° 6 110 - - - - - - - - - - - 108 A1.1 o Q _ - _ _ _ _ _ _ _ _ SHEET NUMBER �0 BOLLARD HEIGHT AT z TYP r I I' m - - m ATM TO BE 54' FROM p q I I I 12 A / - CONCRETE 0 TOP OF CONC. 15LAND U I I D D ;� �0 w 3 SIDEWALK, SEE v + �Tj - - I I v u 6.3 CIVIL DWGS .1 G - - - - - - G OTE: SEE CANOPY z - - - - - { CONTRACTOR DRAWINGS (LE 2 CANOPY 1 3 5TAINLE55 5 2 FOR CANOPY = A6.5 O 2 N -2 RAILING - � � ABOVE LINE F A5.1 A6.3 SIM STEEL BACK Al 1 A5.1 5 STRUCTURE a DETAILS. m 4 4� 4 n 5EE 5HT. A4.2 13 3' 6' 3' -6' 4 (L 9' -0' 3' 6' Y.O 8' CURB g' 36' -0' SPLASH 6' -0' 3' -4' 3' -4' M 2' -8' -4" 21' -1 3/4' 16' -6 3/4' 3 1/2' 16' -8' 1' (VERIFY W/ CANOPY (VERIFY W/ CANOPY SHOP DRAWINGS) g g SHOP DRAWINGS) 7 6 4 2.1 2 1 Arc' Nled Gf Reoord: FLOOR PLAN „ 11 1 ` °°FLL. oo °"P h b e OF ROOF I E38 h T.O. CMU 19' -4" E4 T.O. GMU — E40 6 P. SBA. BANDINCs EII E22 TYP TA. WAINSCOT 3 I 6 T.O. Cm / TRUSS 5FNG El 2.3 2 4 2 I E23 E3 I 1 6. A5.1 12 E23 6. 4.6 4 E20 E35 I - i I I I I I 6 6. E38 3 E36 E23 EII TY E30 T.O. Ch1U 11-4 .. E5 TO CANOPY ELEV. I E31 13'- 101/2" E5 EIT EIS (j) U LU = ~ Q U : U N °° c o 073 Y M O LL LL -Q z a F J E23 TIP E38 EIE16 R E25 I ENE ' EI4 III w gee w Se � °off � a � °-z y ° WW=o��Y��aog SI8a�F z gVLLV° 3� `"� o Q 3LLt z 3 �n �b zg ooya I EI2 El E=E E34 E35 E21 E34 E35 EI2 E40 E11 EIS B.O. CANOPY ELEV.�oo�a00000��3m I E22 10' -h I/2" TYP E32 E32 EII E8 ES TA. WAINSCOT E9 E9 E26 E10 E10 T.O. SLA5 E4 E33 E26 E33 I E34 EI2 E35 �2siNawST. E46 / c�aSEO `v 00 m W M W t H t H �� H E21 ET E28 EI2 L H E21 SCALE EXTERIOR BUILDING ELEVATION 1 co 1 PEAK OF ROOF _ _ 6 12 C3 F C 26' -9" B A El Q ±6, 2 3 4 1 Sim. 6� A5.1 FJ T.O. Cm / TRUS6 BRNCs. E3 E4 E38 g' 4 Y E3 —r E 38 8' -0" TYP. 0" TYP E20 11 - - � — \ I TAj -, � �--, . " � -4" EII E14 E23 a E23 w Ell E25 E16 (d CHA (� Q w TYP. w 1. s E34 p IV Z 1 112" EIFS SYSTEM (SEE SPECS) I" WIDE X 3/4" DEEP VINYL REVEAL (TO BE PAINTED) _ IL a ~ ` TYP FAINTS EPT -1 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES COLOR: SW 1045 "INTELLECTUAL GRAY" FINISH: SEMI -GLOSS EPT -2 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES (CORRESPONDS W /EIFS -2) MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES COLOR: 5W 1036 "ACCESSIBLE BEIGE" FINISH: SEMI -GLOSS EPT3 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES (CORRESPONDS MANUFACTURER: SHERWIN WILLIAMS PRODUCT: METALATEX ACRYLIC SEMI -GLOSS PRODUCT NO.: 542 SERIES 6W 6100 " F FINISH: ; SEMI -GLOSS TTE" EPT NOT USED NOT USED EPT -s NOT USED E IFS EXTERIOR INSULATION 4 FINISH SYSTEM; EXTERIOR EIFS -1 1`FSSUGFACER:5OIT5UR(OR Or ENT EQERL) PRODUCT: 5TO THERM PREMIER NEXT (WALLS) STO DIRECT APPLIED FINISH SYSTEM FOR SOFFITS COLOR: TO MATCH SHERWIN WILLIAMS "SW 1045 "INTELLECTUAL GRAY" FINISH: STO LOTUSAN 1.0 (FINE) EIFS -2 EXTERIOR INSULATION 8 FINISH SYSTEM: EXTERIOR EIFS SURFACES (EIFS ACCENT BAND) MANUFACTURER: 5TO CORP. (OR APPROVED EQUAL) PRODUCT: STO THERM PREMIER NEXT COLOR: TO MATCH SHERWIN WILLIAMS 'SW 1036 "ACCESSIBLE BEIGE" FINISH: 5TO LOTUSAN 1.0 (FINE) EIF53 EXTERIOR INSULATION 4 FINISH SYSTEM: EXTERIOR MANUFACTURER: STO CORP P (OR APPROVED EQUAL) PRODUCT: STO THERM PREMIER NEXT LATCE' t0 MATCH SHERWIN WILLIAMS 6 5W 6108 FINISH: STO LOTUSAN 1.0 (FINE) C-6 Cu - 0 > .0 U ^, VJ 0) VJ ^' (D W TT v, O scnFE REVEAL 1)2 " =1' - 0" O. BAND E40 E32 ' T P EI5 I OPEN'G 10'-&" E35 E211 T.O. WAINSCOT � T.O. SLAB 0' -mII p w W Z 1 1/2" EIFS SYSTEM (SEE 5PEC5) 3/4" WIDE •� v- GROOVE EIFS ' CONTROL JOINT I V ma ~ P.EV. BY DATE &COMMENTS EII E15 Q Q U E21 E21 E4 E21 E2 E21 EI2 4 E45 E21 Q S CALE 2 EXTERIOR BUILDING ELEVATION REVEAL 2 "E 5„ { lJ ABE:UMBER: 10- 0 DRAWN BY: JW BANK EQUIPMENT BY OWNER. G.G. TO PROVIDE CUSTOM CAST STONE PROFILE BY STEEL TUBE COLUMN TO BE PAINTED [ El ] CONCRETE ROOF TILE (MONIER 'BURNT MISSION') TYP. ES OPENINGS AND ELECTRICAL REQUIREMENTS IN EI6 ROCKCAST, COLOR t0 BE 'BONE' E24 FLUSH KNOX BOX - VERIFY LOCATION E32 STEEL B GENERAL CONTRACTOR E4 EIFS ACCENT BAND, EIFS -2 ACCORDANCE WITH FINAL APPROVED BANK GP-5 WITH SMOOTH (SM) TEXTURE HE — CUSTOM B W ITH BY ROHGSMATEXTURE EQUIPMENT SHOP DRAWINGS. H SIGN- ELEC. POWER REQ'D E25 LED. 2 LIGHT FITURES /SHT. AI FOR (SEEINGEC. DWGS. 4 E33 SROBVIIDPEN O PENING ISLA T IGHT PULL BOX AT CONDUIT E41 ADDITIONAL NF ELECT. DRAWINGS FOR COLOR TO BE STONE' W E9 BOLLARD BY G.C. SEE DETAILS SHT. A5.1 CANOPY ROOF OVERFLOW DOWNSPOUT ❑ PRERNISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP, EIS SIGN- NO ELEC. POWER RECT) E26 NOZZLE. SEE CANOPY DETAILS AGM (ALUMINUM COMPOSITE MATERIAL) PANELS 3 1/2" DIA. WALL PENETRATION FOR E3 'K- STYLE' W/ 4" W. x 2 I/4" DEEP CORRUGATED ❑ W/ DRY SEAL JOINTS OVER ALUMINUM TUBE AND E42 RECTANGULAR DOWNSPOUTS. GUTTER, D5, 8 FASCIA E10 CONCRETE CURB 4 ISLANDS ❑ I/2" DIA. PRE -FIN. ALUM. RAIL (MATCH EPT -I), E34 METAL FRAMING - ALPOLIG "MTLC PEX PEWTER" COMPRESSED AIR LINE E19 EXTERIOR LIGHT FIXTURE, SEE ELEG. DWG5. E21 CORE DRILL 4 EPDXY GROUT INTO CONC. MIN. 8" FINISH 4 1/2" DIA. WALL PENETRATION FOR COLOR TO BE EPT -I. ❑ ❑ E43 EII EIFS -3, WITH SCORE PATTERN AS INDICATED. DEPTH 4 MIN. 2" CON(. COVERAGE AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ PNEUMATIC VAT TUBE CA5T STONE WATERTABLE BY ROCKCAST 1UT900. E20 PAINT SOFFIT EPT -I CARD READER - REFER TO' E35 DRY SEAL JOINTS OVER ALUMINUM TUBE AND THICK E4 COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE ❑ ALUM. IMPACT- RESISTANT STOREFRONT SYS. ❑ E28 SECURITY DRAWINGS FOR ADD'L INFO. METAL FRAMING - ALPOLIC "CV5 BLUE" FINISH E44 PLYWOOD SSEAT SHEATHING OF 1 EI2 W/ INSULATED IMPACT- RE515TANT GLAZING 4" CAST STONE VENEER AS MANUFACTURED UPPER FASCIA PANEL PAINTED TO MATCH DENSGLASS FOR SIGN MOUNTING. E5 FLASHI T E21 CONNECT CANOPY TO BUILDING. SEE E13 EIFS -I BY ROGKGASt, COLOR t0 BE 'BONE' GP -5 E29 RE MATCH SC M EPT 14)SHED OR E36 SW 6108 "LATTE ". (SUBMIT SAMPLES FOR NOTE: PLYWOOD ONLY APPLIES TO SHEET WITH SLATE (SLT) TEXTURE APPROVAL) STEEL CONSTRUCTION. E6 HOLLOW METAL DOOR 4 FRAME, PAINT EPT -1. E14 POWER 4 F I NN PROOVIDER. E C G GA` E22 DETAIL 4 3/44" DEEP REVEAL. SEE E3 Pp MATCH M PEX PEWTER" FI 5PANEL: E31 SPECIFIICAT ION VENTS W/ INSECT SCREEN. SEE E45 SECO NOZ ZLE, SEE ST D DRAWINGS LOW _ _ 8"x8" FIRE FIGHTER SAFETY WARNING SIGN WIDE El NUMBER WI THICK STROKE VINYL ADDRESS EIS W/ INSULATED IMPAGTARE515T GLAZING E23 DETA / A41 ALIGN WITH STOREFRONT SEE E31 TO MATGH EGVB BLUE' FINISH E38 MATCH ADJACENT E FISHED TO E46 (NOTICE OF LIGHT -FRAME ROOF TRUSS CONST. MULLION BELOW (AS INDICATED) PER FL FIRE PREVENTION CODE 69A -60 -008). SCALE: AS NOTED DRAWING: EXTERIOR BUILDINCs ELEVATIONS SHEET NUMBER A4 Architect of Record: SCALE EXTERIOR ELEVATION SPECIFIC NOTES 5 (NOT TO SCALE) FINISH LGND SCALE 6 Gregg FL.Lic.4- AR0017669EDAP 9 tA. CANOPY ELEV. 13 -10 I/2 II E36 E3 8 6 4 8 E4 E23 EII 3S EII DS E23 E2O T.O. CMU 1 � 1 411 Ea. V.011 (TYP) _ (: H SE� E5 I 4 PEAK of ROOF 3 SIM 261_x11 & I 8 -0 (TYP) ,� A2. 2 I 2 El I E3 6 E4 IDS TA. CMU� 114 EII E2O TYP E23 191_411 _ TA. CMU (TYP) Ea. Ea. V-0" (TYP) EO. 1 1_ C7 EII w- O II B.O. BANDING 10' - 61/2" EII�zffi$o�ao99O E2 - I EIx E22 TYP I TA. WAINSCOT 03 U u 'H tY Q U N M M 9 M M ao m .. L a: o N s ° wo z a C-4 H J 29 2 (� E41 8 -0 wge o ��rwo6 �� A �_� �� pp � V � `wa � a ° q V or�� °wwo w92r�ww��aw�° _ �O�a"�6- tUnomUf33 V�KOw H o aV 6 ZVw3m J ° =N wZb °SnN g wr wK3��3�°izw=�a °��3m B.O. CANOPY ELEV. E22 TYP I E12 10' -6 121111 E32 ES E9 E26 EI0 E33 E4 I I E32 E21 ES ES E9 E E1O E1O E1O T.O. SLAB ELEV. 1- 0 1_ 0 11 E26 EI4 I - E21 M W ^, -r-- W co r, 49 3' -" E21 u u E4 E27 E6 E24 E4 SEE EL G SHEETS I FOR ELC. METER A5.1 AND SH NT TRIP Atl EXTERIOR BUILDING ELEVATION SCALE 1 /4 „ =,,_o„ \ z( o � �J El A 12 E23 +6 E3 E2O EII E25 E16 E34 E35 I E21 E25 I I PEAK OF ROOF B 26 1_ x 11 12 I 2 a' 6 SIM. E4 T.O. Cm TRUSS BRG. HT. 20' 0" E23 TYP E3 Nz d EII w C D 3 20' -0” (CANOPY A5.1 EII EO. 8' -0" TYP. I E3O E31 l z E WIDTH) E38 EO. I E36 Cx I TA. CMU 11_411 T.O. CANOPY 13' -10 1/2" B.O. CANOPY 10' -6 1/2 E22 TYP PACKAGE ER RECEIVER TA. SLAB 1_ E21 G Cs 20' -0" (CANOPY WIDTH) 2 6. EII E38 T.O.CMU� I 1 I I. OUTLINE OF I I CANOPY BA. GANOPY� i U / 0 m (n V / O j I I I PACKAGE RECEIVER , I � I ' = E I 6 i Ell I I E22 TYP I I I AFTER HOURS DEPOSITORY T.O. SLAB BY DATE & COMMENTS I Q LINE OF ES E4 8 E21 MAN. OPNG. (TYP.) E4 E12 E21 E2 E12 E2 E21 E4 ES E4 ES Q EXTERIOR BUILDING ELEVATION SCALE 2 EXTERIOR ELEV. AT DRIVE —THRU SCALE 3 JOB NUMBER: 09353 DATE: 10 -0 OW53 [El] E2 E3 R E4 ES E6 E � CONCRETE ROOF TILE (MONIER 'BURNT MISSION') TYP. CUSTOM CAST STONE WINDOW SILL BY ROCKCAST, COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE PREFINISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP, 'K- STYLE' W/ 4" W. x 2 1/4" DEEP CORRUGATED RECTANGULAR DOWNSPOUTS. GUTTER, D5, t FASCIA COLOR TO BE EPT -I. CAST STONE WATERTABLE BY ROCKCAST MU1T9OO. COLOR TO BE 'BONE' GP -B WITH SMOOTH (SM) TEXTURE FLASHING TO CONNECT CANOPY TO BUILDING. SEE HOLLOW METAL DOOR t FRAME, PAINT EPT -I. NUMBER W ITH (WHITE) THICK STROKE VINYL ADDRESS BANK EQUIPMENT BY OWNER. G.G. TO PROVIDE E8 OPENINGS AND ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL APPROVED BANK EQUIPMENT SHOP DRAWINGS. E9 BOLLARD BY G.C. SEE DETAILS SHY. A5.1 E1O CONCRETE CURB t ISLANDS ❑ EIF5-3, WITH SCORE PATTERN AS INDICATED. E11 EIF5 -3, WITH SCORE PATTERN AS INDICATED. ❑ ALUM. IMPACT- RESISTANT STOREFRONT SYS. E12 W/ INSULATED IMPACT- RE515TANT GLAZING E13 EIF5 -I E14 POWER t FINAL NA LGONN LION ELE G.0 EI5 W/ NSULA ED IMPACTARE515T GLAZING S ❑ CUSTOM CAST STONE PROFILE BY ❑ E16 ROCKCAST, COLOR t0 BE 'BONE' E24 GP -B WITH SMOOTH (SM) TEXTURE EIT SIGN- ELEC. POWER REO'D E25 EIS SIGN- NO ELEC. POWER REO'D E26 E19 EXTERIOR LIGHT FIXTURE, SEE ELEC. DWGS. ❑ H E2O PAINT SOFFIT EPT -I E28 4" CAST STONE VENEER AS MANUFACTURED E21 WITH ATEA(SLTJ�EOXTRURE BE BONE' GP -B E29 E22 DE W IDE X 3/4 DEEP REVEAL. SEE E3 E23 CONTR JOINT- .3/4" WIDE V GI;ROOVE. / A4.1. ALIGN WITH STOREFRONT E31 MULLION BELOW (AS INDICATED) ❑ STEEL TUBE COLUMN TO BE PAINTED FLUSH KNOX BOX - VERIFY LOCATION E32 E4 EIFS ACCENT BAND, EIFS -2 (EPT -3) BY GENERAL CONTRACTOR LED LIGHT FIXTURES (SEE ELEC. DWGS. t PHOTOCELL. SEE ELECT. DRAWINGS FOR ❑ PROVIDE WEATHER TIGHT PULL BOX AT CONDUIT DTL. 2 /SHY. AI.1 FOR MOUNTING) E33 E41 ADDITIONAL INFORMATION. CANOPY ROOF OVERFLOW DOWNSPOUT STUB OPENING IN ISLAND. ❑ NOZZLE. SEE CANOPY DETAILS ACM (ALUMINUM COMPOSITE MATERIAL) PANELS 31/2" DIA. WALL PENETRATION FOR E34 W/ DRY SEAL JOINTS OVER ALUMINUM TUBE AND E42 COMPRESSED AIR LINE 1 O DIA. PRE -FIN. ALUM. RAIL (MATCH EPT-I), METAL FRAMING - ALPOLIG "MTLG PEX PEWTER" ❑ DRILL t EPDXY GROUT INTO CON(. MIN. 8" FINISH 4 I/2" DIA. WALL PENETRATION FOR GORE E43 DEPTH t MIN. 2" CONC. COVERAGE ACM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ PNEUMATIC VAT TUBE CARD READER - REFER TO' E35 DRY SEAL JOINTS OVER ALUMINUM TUBE AND PROVIDE SECURITY DRAWINGS FOR ADD'L INFO. METAL FRAMING - ALPOLIC "CVB BLUE" FINISH E44 PLYWOOD SHEATHING XPOSURE LIEU OF 1 UPPER FASCIA PANEL PAINTED TO MATCH DENSGLA55 FOR SIGN MOUNTING. PALNEED TO MA EPT -F I NI SHED OR E36 APPROVA ATTE ". (SUBMIT SAMPLES FOR STEEL CONS�RD ONLY APPLIES TO VENTS W/ INSECT SCREEN. SEE E45 SECO TO MATC MATCH MTLC PEX PEWTER' HANEL: E3� �PEGIF SPECIF NOZ ZLE, SEE STORMING AIN OVGg LOW F B AND: GvB BLUE' FINISH E38 MATCH E FISHED TO E46 NOTICE OF F IG H T ER IGHT -FRAME ROOF TT I CONST. PER FL FIRE PREVENTION CODE 69A -60 -008). DRAWN BY: BTL SCALE: AS NOTED DRAWING: EXTERIOR BUILDING ELEVATIONS SHEET NUMBER A4 2 Architect of P.ecord: d EXTERIOR ELEVATION SPECIFIC NOTES NAT To SCALE, T Gre99 FL. Li AROO17669 LE GRAPHIC SCALE 20 r X 6r 1O IN FEET I I INCH = 20 FT PROP. I" METER APPROX LOCATION OF AND I" RPZ EXIST WATER MAIN BACKFLOW PROP. I" SADDLE TAP ON ( CONTRACTOR TO FIELD PREVENTOR E XIST. 6" WATER M AIN VFRIFYLOCATION) S8 PROPOSED WATER PROP. 2" IRRIGATION METER & BACKFLOW PREVENTOR IRRIGATION PLANS TO BE SUBMITTED AT BUILDING PERMIT SUBMITTAL EXIST WATER VALVE EXIST. GUY EXIST. GONG. EXIST. I EXIST WATER ANCHOR POLE METAL LIE) KE 23Z69' SERVICE EXIST. WATER 17111 EIMT, (O.RB. 6096, PG 1057) T L \ IST WATER VA AXyyA LV 0 "" E " EXIST CLEAN OUT NA 3: EXIST. WATER ESMT. 10' EL: 19.27' (O.F.B. 6096, PG 1057) PROP. 3" SAN. SEWER @ 5.00% SLOPE ';- PRO P.- ED EXIST. FIRE PROP 10' UTILITY LINE EASEMENT MON SIGN LOCATION Z1 4 PROP. 6" S.S. LA P / pc? TRANSFORMER 90D.. 2.00% SLO / � ' SEE MEP PROP C.O. ON ' FOR CONTINUATION I.E. z 1'5.50 c,' EXIS C V SERVICE CHASE CROSSING: A = 1 Z4 , I ' ' 1 SEPARATION 3.13.10 TO PROPOSED x 6" S.S. I.E. 15" STORM I E 17 25 FINANCIAL INSTITUTION I / 53 FT 11 EXIST. 2'PUPB 00"' 0 b \-PROP. 6" S.S. LAT. AISLE (4,312 S.F.) 1.00% SLOPE PROP. M.H. GUTTER EN1 F.F.E = 23.50 (N.G.V.D.) RIM z 22.25 CROSSING: I.E. (NE) = 14.65 ",EXIST. PROP, 8 LF, TOP OF 6" S.S. I.E. z 16.50 I.E. JW) 14.75 LIGHT POLE EXISTING 6" FIRE LINE =19.00 FIRE L 1 NE I PROP. C.O. SEPARATION 2.50 FT IE 200! EXIST. PROP. C.O. 11 PROP 1 6" S. S LAT. CURB 27 ASPHALT S /—@ 6.5z.' S �LOPE E-Avsl ki c 00 — PAREL 2 NON -EX EXIST. CLUSIV ESMT. ISI-E RE OCATED EXIST. (O.R.B. 9604, PC 1864) Iq FIRE HYDRANT ASPHALT (O.R.B. 16847, PG 239) EXIST (7.5-11 CLEARANCE) PAVEMENT EXIST PROP. CO. ALK N89'56'15'E 89,97' 1 E z 16 . 20 EXIST. EXIST. 2'Ct CURB CURB GUTTER EXIST EXIST. LIGHTPOLE� / HAND HOLE EXIST EXIST LIGHT POLE EXIST SIGN HAND HOLE EXIST. 4'WALK NINE SIGN N E EXIST WATER VALVE EXIST SAN MANHOLE R E.: 17.22' 1. E 5.52' 1. E 5.62' CORE HOLE CONNECT TO EXIST. S.S. MANHOLE PROP. I.E. z 9.65 ( SW ) tp EXIST o SIGN EXIST SIGN T. ELEC. ONOUIT EXIST EXIST EXIST. HOLE SIGN SiGN HAND O o EXIST WATER VALVE 7 LEGEND PROPERTY LINE APPROX. LOCATION EXISTING VATER LINE w PROPOSED WATER LINE E PROPOSED U13 ELECTRICAL CONDUIT APPROX. LOCATION OF EXISTING SANITARY SEINER LATERAL PROPOSED SANITARY SEINER LATERAL APPROX. LOCATION OF EXISTING OVERHEAD WIRES APPROX. LOCATION OF EXISTING SANITARY SEINER MAIN PROPOSED SANITARY SEINER MAIN APPROX. LOCATION OF EXISTING STORM SEINER PROPOSED STORM SEINER APPROX. LOCATION OF EXISTING STORM SEINER LATERAL PROPOSED STORM SEINER LATERAL HYDRANTS (EXISTING I PROPOSED) Vvv INV WATER UTILITY VALVE (EXISTING AND PROPOSED) BACKFILOW PREVENTOR NN DOUBLE CHECK VALVE El WATER METER Call two full bull-11 da ( but not more than five before di to find out • ,,here bused facilities (slectrir, gas, telephone, .able, water) are locat KM Call before YOU di NOTE: VERIFY WITH UTILITY DIRECTOR FOR EXACT LOCATION OF TREES TO BE RELOCATED ALONG NORTH PROPERTY LINE. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. 1929 DATUM. P4 z 0 . h -z ; O � z S a z c Z I REVISIONS: REV: DATE: COMMENT: BY: 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY: CAD CHECKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-WS PROJECT: US I & VILLAGE LOCATION , FOR BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE IN 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 n EDWARD M, McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH Na. 21128 SHEET TITLE: WATER, SEWER & UTILITIES PLAN SHEET NUMBER: C-9 NOTES • ALL ADJACENT PROPERTY IS COMMERCIAL • FIXTURES *SI* AND 121' ARE FULL CUT OF FIXTURES. FIXTURES 16A' AND 168' ARE RECESSED FIXTURES. • FIXTURE 'Sl' HAS A 25' MOUNTING HEIGHT. FIXTURE 121' HAS AN 9' MOUNTING HEIGHT. FIXTURES 'LW AND 'L6B' HAVE A 10' MOUNTING HEIGHT. • ALL EXTERIOR LIGHTING WILL BE CONTROLLED BY A COMBINATION OF TIME SWITCHES AND PHOTOCELLS. • THERE ARE EXISTING PARKING LOT FIXTURES AROUND THE PERIMETER OF THE PROJECT WITH LIGHT SPILLAGE ONTO OUR PROJECT THAT WILL CONTRIBUTE TO THE PHOTOMETRIC VALUES SHOWN. 0 EXISTING LIGHTING EQUIPMENT NOT INCLUDED IN PHOTOMETRIC ANALYSIS. LUMINAIRE SCHEDULE S Label Qt Description Lumens LLF -0 S1 2 LITHONIA KVF2-40OM-SR3FL-RP09 38000 0.72 -0 S2 2 LITHONIA KVF2-40OM-SR3FL-RP09 38000 0.72 ❑ 1-6A 6 LSI CR02-S-LED-50-CW 4957 0.72 ❑ 1-6B 2 LSI CRO-FO-LED-30-CW 2400 0.72 F® L21 1 KIM WD14D3-2-26-MD 1800 0.72 A L7 2 BETA LED CAN-227-PS ABSOLUTE 0.72 STATISTICS Description S Av Max Min Max/Min PARKING LOT + 1.4 fc 8.4 fc 0.0 fc N/A PROPERTY LINE ❑ 0.4 fc 2.2 fc 0.0 fc N/A DRIVE-THRU ❑ 12.1 fc 23.4 fc 8.4 fc 2.8:1 ATM - 5' (HIDDEN) X 16.1 fc 22.5 fc 13.2 fc 1.7:1 ATM - 50' (HIDDEN) X 4.8 fc 16.6 fc 0.7 fc 22.3:1 .............. KPI 'GI I! I �,"F' f:';Z1KG,ANC. PROFESSIONAL ENGINE- j]. OVEE PAW ORIVE TAMPA FLORIDA 33619 PHONE 13) 241-6486 FAX 241-6498 SCALE U. # 2- PHOTOMETRIC PLAN si D.te +0.7 *0.9 '1.0 '1.0 +0.8 t0.18 tl t0.-9 t0 t2 t2 '1 '1 '1.0 tO. t1.2 7'1. tl tl;8* tt.16 tl.7 ti.5 '1.6 'i.2 tl t tm ta..3 + . .. ... ... .. I --t0:5- -.4- 7t "till u 4 5+ 1.0 2-1 2.4 .1 :.7r1 8 1 .2 t2.2 .9 0.2, .. . IV , 7� ...... 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"w x. ................. -111111111111111 .............. ... ... ... ... ... ... .. 4 1.4 I�S,- +1.7 4 } 0.0 -- + + +2.2 +3.3 :t6.2 t6, +2'4 +1.4 +b. 7 +0. +0.2 +0.1 Cr +bil +0.2 2 +2.1 +2.7 +4.7 5. +2.4 +4.0 +5 +4,1 t4.6 t5i; 3' +2.9 +t8 +0.8 +0.4 +0.2 +G.1 t2.0 ..... +1�9 .... t1.9 .6 > (3) +0: +0: ' ' ' ' ' ' 4:' 0. 0. 2 0.4 1.2 1.9 2.1 2.6 '�: ' 7 1 to. 0 2.6 2.4 0. 9, b. 5 0.3,,,-' 2 '2. 0 '2.6 '4.3 �'4.3 '3.7� '3;9� '4.4 '3.6' 'f ' + ' '0 �111+2.3 ',+2.2,:' +0.0 +0. 1: +0.1 + ;0.2 +0.5 +0.9 +1.4 +1.5 + +3, 1' 2' .3 + + + -7t +27 +2 +3.0 0.6 0.3 +3.5 +2.8 '3 tl'i'' +' �2 0.1 +0;0 +0.1 +0.1 +0.1 +0.2 +0.4 +0.6 +1.1 -1 +2.5 +2.4 +2.4 +1.6 +1`17 +1.6 +1.7 '+2.3 +2.0 +1.2 +0.7 + +0.0 " +0 0 + + + + + +: 0.0 0.0 0.1 0.1 0.2 +0.4 0. 2. 0.3 """0 + *l.7 +1.9 tl.9 +1.6 +1.7 tl.'2 +1.3 +1.2 +1.3 +1.6 +1.4 +0. to. 1 +0.01 +0 .0 'O.G� `0.0 '0.1 '0.2 '0. 3 '0. 4: .................. 4- 4- 4 1.0 ,1.2 1. .1 '1.1 4 i. 4 .9 .6 "0.0 0 '0. 8 '0.8 '0.7 '0. 9 '0.2," .0 -"0.4 "0.1 REV. DATE & COMMENTS +0 b + �+0.2 + + + + + + + t + 0. 6 +0.0 +0.0 0.1 0.1 6,2 0.2 0.2 0.2 0.2 0.3 0.3 + 44,L + + +0.1 to. *0;: tb. + + +0.4 +10" + +0.7 +0.6 +0.5 +0.4 +0.4 +0.5 +6,5':: + .4 +0.3 +0.2 +0.1 +0,1 , 0.5 QE"' 06 +0.2� +0.3 +0.3 +0.3 +19.3 +0.2 +0.2 +0.2 +13.2 +0.3 +0.2 +0.2 tl)mi +0.1 +0.O-zrtO.O +d� ............. to.0 BY REVISION 01/14/11 0 +0.0 0.0 x. .0 0.0 1 i- J+O. i A 0. 0.1 G' .............. +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 ,+O.l +0.1 +0.1 +0. +0.1 +0.1 +0.1 +O.l +0.1 +0.1 +0.1 +O.l +0,111 +. +0. + +0.0 +0. TN Q 0 1 11' 1 1 0.0. 0.0 +o.O. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �'O.O 0. +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 6" +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 to. 0 .......... .............. .............. .. ........... ............. .............................. .............. ...... tb.O' + 0.0 .......... +0.0 +0.0 + +0. +0.0 + : +O.d 0.6, OA +6.0 + .0 +60 +0.O +0.0 +O: 0.0 ' BACKGROUND SITE PLAN REVISED BY ............. ............. ..................... t 0.0 , + 1: +Q:0 +0.0 %0 +0: 0 +0.0 +0,:0 +0.0 +0.0 +0.0 +0.0 +6:T �'tb.o '0.0 ++0.0; +0.�� +0.0 +0.0 *0. 0 +6 0 +0. 0: +0�:'o 0 *0. 0 +6"0 OTHERS 2 JOB NUMBER: 09353 DATE: 10-04-2010 DRAWN BY: TN SCALE: =20 DRAWING: PHOTOMETRIC PLAN SHEET NUMBER EP-1 00 c,i C N o "' C'4 " "' Cl) _q �2 M 1 00 cast I ' L6:� . �: . C/) -,tus P Wid 12 c LED. LEO fA,G0`rJVX7JV1A LIOA077JIMfil" A ...... KVF2-4OOMR3FI_-SP0l fA zwrwamm I.ViIIIIIIIA101 """KVF2-40OM-SR3FL-SP09-DF-BiS fAC1YWA7JV1A LIOXYWO CAN-227-Ps-Fim-m BetaLED"�' Recessed Luminaires Rffr. Date: D5091D Pro 1"'S FEATURES & SPECIFICATIONS S1 FEATURES & SPECIFICATIONS S2 S Pi 1.E.- 1,dnlJI.nr.ndimlrI_a INTENDO USE -Use a., cink, Im, s and anntntra, FEATURES & SPECIFICATION c-, ON Li ON an Asian Li CONSTIRUCTION Direct Burial C' ... 1 ImImr,I trna,al,nrlon ,. no I II IS, 'I I—— tin .... Ito 11 In— F---- C) C!, sul_ ar.,nurs'nor, I u H .. .... ont, n,.,. l ,d otoarmth WI to ad 0 ell .rnin I- Iril Znd,intare, . m iss, and anstod, Hi,.d C== I, hoa I driffirricand Han andamparldnaill atior aff EM cralwan ra : doo, ft I .... wind, a, mile, an t. -ce Consi al,. oni,imine d pm It,,, I P,,,t,, sainleall ancl hoAhlEnt asset ..... .. Pa PSI Ind! ainamilicarl Ath ASTPA-Cl PcistartastaIlim sal rirrimaIii, in,wimInd, dre,fem,natharfi,hi dt.1 I— hardware KVF2 ' I sc lilm anlamid, I nor an, that I . Untr1 III he I n, null 1. 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With III Erml-radacrat P at- lossm SYSTE - All elec tad rS.111 an. rm I. . hgauged Dmp I.. h. 17 it 13.21 arearameall SYSTEM an Ihnalmced mmanmca at. ricanad I. a 'Donve. d ate arop I hi Use in 21 x E.P a a I T I o m 1 r fin illen, 1. a a _!J I , , � I , - , ct d A- A- -anammor, im, N g l,,rid or stairlden anal evI R."atrIm, === 'in I it al Caramem anal Hoarn 1d e .l. bell a m Is 1.1 So k ort am Ins I ISA l ag nallt, 1 11 male 11 11 111 [,so for 175,10M ti 10111, in I EPA: 2.3 fit Mai1 ns, AS or n it anne aml F loan Indial aim mall ns in maunrod Par U I, IDOM UsIvi Am Ind to, E va 2 2 fIl I U IW (I a, 1, ties ram) USE - Sam has I annallarth, newel Tom Its. amain, affit O rl y All. In cF E LF IC E Ica U un F red, NUM oa INTI n I, mtnt humem, od o f the at. Met 7 USA and, raol, NOM ird � ral I—— ur p,us. a- h,mel ,1. .1 ad antanciallar Andirraidetional ad= I lattio. U_ Irm "nodralial 1; -4 �A 4- $ -4 UaaPndrnsayII.onjSsAA�,s,Tin ddRgSosV,aDEv,.I sUll,sliallov, a in CH OUNDIN a - dr, 1 Z' 1. 4 P dA P i g alil' _Ad FF 5 ort - 1 bidt,don SMA) na,mrsid or 2al 3201.1 Seats, or little sallan I lial rstrarrdm lon"my wanda. I start or in. to - - - P.prmomi. Is in. am EPA. 1 a st" Isli h IEA) Nation. ,br,,d ad,larl I, plamial 9 tp a nd It Al Ann, hanal S utocelain sI ,an Pa. As, Ended ple,rd nod,v III. btan's ."Isin ovaWt Ruth ampper anto nIA91 pinnal Iadl and EPA 1 toUfal b.scul . I wki., t had IF �6E lentaid, ., Tar A.. .. 11A diciAm.111 Pan maI warrho '2 ma to' mna 11r Ei al inrit 11A diml, loial laoristnal Wallet: 4 IS, as g rind. t'inume.n.m. Ed agessur n M1 ' 1 = e Mount ra DrIlIdg M 4 ULINdRd IMNVMW.4kVOUIaal6l" Rallmol inlaniftseah, 22 .7(57.4) Mormin, 0,1111., -di .� B2.MAMB4.ULI,MadIWOWffW,4�li,�,l�Gtalad Raflandors illonflinalgh,227inad) fi S C, loodualow ME Produm Fe mi Ins.irione..11. Isdaidals, .�dalu'lnnhantl 111.1 a- I , arei a im g I. bit.. � - I, a cerma I.,. in clI 0 . all'.. a I IN mall - amused oldhandar'norlhilh irl Sell mm SP,o,RPfo,.0Al2P 5 1111 TIM - Seri olime., anatithAl a,1,.,ad Standaral T Pd,,N%.UAl2P All uncra-It Al"I'll dlar�!!A (11 noran-1 I al e h,tani-i ,a "ll, omommi Vve-raccess ORDERING INFORMATION Eolssaphs, STC SO E-6i DU19 U U p Li W to US ad Canadian laboar standards [,RI thdoes NOM reading amass antaidurnater. YAVA UMNG - Up. LOW In US and Canadian War, lainuill (no, optimal NUNI coat antions sonamins idpol VI ot E ilart.1 UT Idnod ol 6-C ..U., Opla.1 litalralmar Planclad r- I. Asonal . k. -..a- Anst Wm yw ms.. IF N spic a 'ho". Uoso notice. N o m . S lil 1, c heeps Rimsto ratic. am auto auto it I, Hill appropriab Na 1c 2 SE �5 9-67X D1,119 mil Mountin t Color F.slor OPlion. ORDERING INFORMATION For shortest lead times, confi product usin standard option; (shown in bold). 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IG�II.G WD14 U.S. Patent 0574994, 9598100 and atlaor U.S. and international patent$ Psi - LLS Patent D574955 and other U.S. and international patontsaireading 14" Wall Director' EXPECTED LIFE - Minimum €0 , 0 00 hoUnSlo 100,000 IoUrSdepashain upon the ambient EXIFECTED LIFE - Minimum 60 000 hol fir 100 000 hours Tonsuring upon he ambient WM LIGHTNIG revision 9/05/09 'cl temporal g re pf the installaton bcoducruStion LSI vial, afaforepadific g uidance temperatu et the installation location See FS we) site for specific, students Type: Approvals: LEGS -Select hi LEDs. 5000oK color temperature (notice LEOS - Select hi nAI LEDs 50)06K colortempamems, unrup ERI) Job: OPTICS / DISTRIBUTIONS - ultra -Hi Effirema reflections prude custom bean OPTICS i DISTRIBUTIONS - Ultra - High ot(lancYortint: provide cause )earn distribution foroptinal surface illumination Luminale is rates Full Cutoff place p runs for optimal retail urfao.G illumination Laohbanl�of-ED�inaligito�r�ricgo Catalo number: in nd sentiently ad bI 453allowinjoargeselzone lurninaton e, OPTICAL UNIT - Featurin an ultra slim I' inninairse Hcuspagisdieforreard Frabcar set lichtcartridae Position untraire ri-winei L21 I VVE14D3 i 142PLT alurrinirisr valt a g lossal csor tempered g lass tans providin a agair-rainshorat SKI. on I A rat, sin Is blade in sinktoostic timpdUrtandi ensurin call runnin OPTICAL UNIT - Hearm middle luntiraine Ho�,iiiuisdi�-foiii�daluiiii�unT I a Ecrlol rrl� repunrl dead to I-PI DRIVER HOUSING - Weather -ti aluminum tinverfauctrical encissurs, is Devoted above a )rovidedfvth a clear tempered g lass lens providin RePoRter-Fesistantseel plate: performanceovartheldoof adisture. ell inlep,ncentI Fichli I randpy deck td ensure no water entry and prdvHe "knack -out` entry Poe primary wiring. DRIVER HOUSING - Weather ti aluminum di-voreelctrical endorse is elevated above Pa I of 5 INSTALLATION - Installs in a 12 or 19 dock pan Deck penetration poril 615 drilled caiopydo�l,to�nsur�nQwat.�rontryancpro�iding mcdo out entry far on nary voting Specifications Refl Housing: Or die - c os[, haOl Cad) prov id e. 70° with Rotates a holes simplif installation and water sealing, I H l mof 10 f l holes simpli-vina ins allation aid water serlino from - de 19 .11, concealed ' F comms ern zMrm FT gm� I MISTALLATION - Instal Is I n a -," or 13' Jack Pan Deck sorcerers n consists of 6 d rilled Zd�� ansideels can int he her I At 0' ELECTRICAL unive 1pitaps pandi 120-277 VAC (50111510 HE) input. Maxinciant Fixture in ' , th ti- O All LIGHT OUTPUT - Tvto Sidnas .1 optica units are drand 1. Sol d therrin li iscal ligfitl6g h Weight(150HPS) I- db.V hori zontal too To a droseld downward. li faleft cM ELE'CTRICAL-Ungerse voidgerotee-suppotI20i (51 numn Ballast Hid� 1),-p,-, nipper plate syn, it hin 4� ul� 11 REV. DATE COMMENTS requirements loc El. an.a I IS for - m ourning DRIVER - Stalli the-firtimiaerteachnoli desi sdecJnoII�fopLSI LED Ight DRIVER -�Iadh-df the am driver emniclugn, chicindric spenifinallyfir, ILS1 LED light "I Us =9'afloss -,: ticket head nes each Scoop hesur,in BY MEN NONE JOB NUMBER: O aaeeawxwaamt souce3 prol jiswripassac system edgency morprowaris 50 watts. Cottriononts nin, girlIng hou sin g D, sura" T� % th ' � , crows J th � Pt= for at �� Light Duo" (Luentrishme) 4957 So marts P rovid mal Than r s eff C om poll Are Ju a andused 1 n -9 atc r ' ay List Ocartaturt [L....) 3000 are Full eni in petting to r mucont re rings ones Drver conalieswith I El and FCC 'Jt . all h-, Run! tnum Ydbft G2.2 postin lot moisture resistance Driversomplies, %wito IEC and FCC standards. ww� 40 stardards accodroplishedwith efidumon Lens Fmme: 0nd,o, .11. inable J C u) Lurreathat per Wall ( Effl=L y) 79 OPERATING T EIMPERAT U RE - -40'C 1. 50'C (4 D`F 1. .1 22'F) Lourn 9 ne per VM 4 LIM anage-lif 75 C P E RAT I NG TEMPERAT - -10 °C to I 5C'0 I- 10'T to I - 22'R hinges data ass steel pen T sh I quaver turn lartcerrers secure lens frame 69 P I It 18 N - Starl valo is wh its pti o r coat f inish . �a, h Is arcs s fin I. hod with FS Is reasidell b a one and ,G:camzbdSiIcc "13.1carAdsournecan FINISH - Standard color is Abas powdersaidtfirrish. Each fixture isfinishadd with LSI E, - 7 ; ;z : _ to reflector heusig [h "pof,ester L31'sCurraGnplinisherswithsaacid Color Accuracy 69 ELTaGrip" polves or powder coal finish process ISI's Dri finishes withstand hEpemoun frame avitli a islicamaho Duri S km Lens is clear f:al e/sn' thick Inal uses pa salremewrlbarchol without crackin pr and come with a5 - retainer clips. For UP models, US In with fa�e ficndpasr Han and g ua ra ntee . exiGniasneethel Glarasswi hout.icoo,intigni peorgatcouniewitfieleyesi is aili-ri .Id. Ch, and, Type 11, 111, and V RReflector Reflector spe, "s ". rigiall mulicandene" A ' - " - Linarted 5-yed, WARRANTY warrantyWARRANTY - I I iii I I � v,,r en I ... 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O .• • NV310 A vsdV 1NSwasewsrVId s ssVrO do 30Vao 03HSINId `Z SSV /O 'l SSV /O HIM HSn u X08 do d01 HONnVH ]did dsaNn N011010sVinf ONIAVH .ON30d IVIHJ3IVW AIIOM asd Ho '(09 L -1 o1HSVV) z L ;.LISNSa M96 Lo wnAINlw V 01 a1l3vdw03 LLIJA3Ve asdwvl 1no NV3`10 do XVW „9 01 O / /VOINVHOZW asOVrd aNVH 30NVISIO 1 01 d0 ................ �SSIaVx NOLOIasldnr ONIAVH .3N10V asd ao '(09L -1 o1HSVV) ALISNSa %96 Lo wnwlxvw v o1 asl0Vdw00 (INV 3NIHOVw xe 013V /d 10 AVw ITUNOV0 Lo dsaNIVwsd — 115 • •• GRAPHIC SCALE 20 r X 4r 1O IN FEET I w E I INCH = 20 FT S EXIST. GUY EXIST. GONG. EXIST. S89P57'08'E 23Z69 ANCHOR POLE METAL LID z x > (TOP 4" WHITE WHEEL ST PAINT ( TYP. ) O PRORCONC. \ — PROP. 6" WHITE > .-� WHEEL w PAINT I TYP. ) < = w (TYf.j Y`O PROP. THERMOPLASTIC D IRECTIONAL ARROW PROP. z IT f YP. x MONUMENT P. 4" WHITE SIGN ff 18, PAINT (TYP.) �,--1 PROP. THE ASTIC bo DIRECTI ARROW PROP. R1 .1 STOP SIGN, CIA 115-1 "DO NOT ENTER" SIGN �2 C T CHASE is, FIR POED ACCESSIBLE PROR NI p PROPOSED PA KING SIGN G` RAMP S 04 FINANCIAL INSTITUTION FD4.INDEX 30 ACCESS LE PROP. 25 LF "PHINI- fl F7// THERMOPLASTIC P AISLE b ( 4,312 S.F. 6" DOUBLE YELLOW EX & . T 2'CURB 0 GUTTER ENiRP 51 0° F.F.E = 23.50 ( N.G.V.D. ) PROP. 24" WHITE PRO EXIST. P THERMOPLASTIC FTP-26 & F STOP BAR ACCESSIBLE PROP. LIGHT POLE PARKING R5.1 "DO NOT EXIST. ENTER" SIGN SIGN PROP. PROP. 24" WHITE EX 27 pSPH —DETECTABLE THERMOPLASTIC CURB IST. SURFACE STOP BAR 1-1 PROP. Rl -1 PROP. 'STOP'SIGN EXIST Si, �q HAND EXIST. PROP. DETECTABLE 30 "x30" ASPHALT EXIST. TCURB SURFACE PAVEMENT HOLE N8756WE 89,97' GUTTER PROP. 12" WHITE THERMOPLASTIC PROP. EXIST. EXIST. DETECTABLE EXIST. EXIST EXIST EXIST WALL LIGHTPOLE� HAND HOLE SURFACE LIG71ITPOL�E HAND HOLE SIGN TO REMAIN EXIST. 4'WALK \—EXIST. SIGN EXIST. ,'—CURB EXIST. ASPHALT EXIST. ASPHALT PAVEMENT PAVEMENT OUTPARCEL •3 FLOOR ELEVATION-22.40r NGND IDA PARKING SIGN TRUNCATED DOMES F - (SEE DETAIL) (SEE DETAIL [ —ADA RAIUP& LANDING SIDEINALK (SEE DETAIL) (SEE DETA WHEEL STOP — (SEE DETAIL) ACCESSIBLE PARKING SPACES AND 5 111, ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:90— 12 %) IN ALL DIRECTIONS X4.6.3) 12' MIN. P AVEMENT LOGO PEP, FDOT INDEX No 17346. SIZE 3 OR 5 FEET IN HEICHT AND WHITE IN COLOR WHITE PER FDOT__ / INDEX NO. 17346 BLUE STRIPES PER (4.6.4) AND I OR [316.1955] (4m) IL1111 LEGEND (4.6.3 FLORIDA ACCESSIBILITY 4 4. [316.1955] FLORIDA STATUES ACCESSIBLE PARKING SPACE - ADA COMF SCALE: NONE ITP. PER FDOT INDEX NO. 17355 ( 4.6.4 ) P A RKING BY DISABLED PERMIT FTP55 PER FDOT ONLY INDEX NO. 17355 M INIMUM I INI. UM FINE S 250.00 NOTES 1. HANDICAPPED SIGN WILL BE OF A D.O.T. ( BLUE L COIFOR PAVEMENT BORDER LINES ( ONE ON EACH SIDE) OF THE HANDICAPPED SPACE WILL BE OF A BLUE COLOR OF A QUALITY EO' IVALENT TO SUPER STRIPE TRAFFIC PAINT FINISHED GRADE SOLD By FOX VALLEY SYSTEMS INC. OF CAR`/ ILLINOIS, PHONE 1_800,323477n SHALL BE STRIPED ON THE WEARING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAPPED SPACE. ACCESSIBLE PARKING SIGN SCALE: NONE P4 z 0 h h-H5, 0 S z c Z z REVISIONS: REV: DATE: COMMENT: BY. 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJ No.: F090101 DRAWN BY: CAD CHE CKED BY: JMG DATE: SCALE: AS NOTED CAD I.D.: F090101-PMS PROJECT: US I & VILLAGE LOCATION , FOR — BDG ARCHITECTS CHASE 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202-7000 FX: (954) 202-7070 BohlerEn EDWARD M. McDONALD PROFESSIONAL ENGTNEER Januar 17, 201 FLORIDA LICENSE No. 11615 FLORIDA BUSINESS C ERT. OF AUTH. No. 27528 SHEET TITLE: PAVEMENT MARKIN AND SIGNAGE PLAN SHEET NUMBER: C -11 AYVX 1: - c°Y:�::;_'. :::::•:: e I BLDG AREA I -' `•.i , _ " YNf \'I slTeu.arascnr` -lanv - -� _'� 1...'.ii"+�•:'.'. ,r x. - .. h' ±'.a.'. `''.'.'.: ... .'-- €.'• -�- 1 :fllltl.l'(SV4:Ntl'I' N YI.A. 18183 SF f - _ - :-- -`-.;J .�:•::_:.�: "22,22. -:.:. -»;:.:=:_l 1:::.'...�:: _ -:1F - \. ' 1 1 € ca3cLLaxo.suairo; T AC sQ r00T EIDST. FIN. FLOOR EL .24.40 1Ge ^ ^1)P S'ITr. I BLDG HEIGHT 30' 1 •'.::$ {. -,S f'''S. ~..'- -: ':' - .. .. �?Tp! i '.-'� .:.. 4'. 1 ,•`. ( :�''.; ..: _Y. ~ :T-1 �: 1 { 7 I!t 4.' � NMI , - .tea k - .: ''._:�':• :: ... �. - - ® -- ° :I (:. ':' .:. t i \ WWI SITE EAT .a 2058 . 91 134 I04^ BUIDINEAREA 501 ne 4. ; GIUhNaxea 39 r, 1) 15 1) 19 OW, [ i ce_ ~ T g®r i 11 D7tlYl C�ltYTr . .- - -.I.. ...;__.----- --? 1 I I 1 1 €€ ! T STEEWAuc AREA 1).n 'Ia 3.554 X 3 - L CL. r .... �..� = ' ..:o....... � ,n. - '_73_x. L ,1 F'_�_iJ -- STR t _.. = - - - ._ . ._.. _. __ ,.,.. _. _. - tJ - a.........., � O tv xcss - •�l 1 E t 1 \t TOTALS 20.57 891.334 100 ^^ • - _ T I 476' Y.4fiIW'G I 1� -1 - - -- _ _-__ -- _.. - -_ -_- _2_2_22...__ _ -__ -_r -- j � A` � 1 1) 1\ !� t \! CREfEARLIATiv. ^ ! d BLDG AREA 73,708 SF `t t\ RKMG R sT R EXISTING INLINE RETAIL - BLDG'A' t � rAmcmo nEQUmco.aT l�ISSr' 1 STORY CONCRETE BLOCK CONSTRUCTION I 1 Qt � t `. EXIST. FIN. FLOOR ELEV.25.d0 E T 1 I I I ! _ ♦! -! 1 SETBACKS C-2 ZONING DISTRICT REQUIRED EXISTING BLDG HEIGHT Sd' i 1 1 { '`t SS !�'' 1 �1 SID 2NoRTx1 to OR-12 ) 23 65 s3DU rvoRTx 1�2 ry 1-0 a s3D&soLTxmt- f:sof:Tx, 21) 40 RRAR(M -I s.In &(:2v - 112) 10 80 EICxT WAIAX 17'1 �' € 11) L -- -. E i� 3 € € €€ \' € ti NOTE. 37 _ i * - { 1 { ` \ DATA SUMMARY TABLE RE- ENTERED FOR CLARITY AND OUTPARCELS OUTLINED ON APPROVED PLAN BYCAMERO t ASSOCIATES DATED 1111812004, PER REQUEST OF VILLAGE OFTEQUESTAON 0111212011. y €� 1 y 7 >` i 6 i E L/ I t %i- I i LI { ! t - `� °` ✓° E! 1 ! 1 ! \ t \ E 1 , /et A � L r S + P � L � A .' T +x� OF ' � � • • LLLAGE O ! ECW ES TA A 1 ( �.Ld 3 - i - - - LL - I { i E%IST. F . FLOOR ELEV. 22.40 € 4 a .. l E €€ \E 'VACANT PARCEL � �;� � 1 i I _ 1 ` eiacRarwooKS�arzY� i � — ? E EXISTING �. - -� ; ------ r ---- - - - --s y� i' t n UTPARCEL 4 2m SF t ! - i C ep L: �' J. l terotl6arareeaxra LI ! i r AREA �r % 3540SFii i° a t1w t t MrAWM W'NB�TER I I HEIGHT 1 AMA - W V ui �� ! / J lss 1 i I on ^ t t ' I •- ! � _ - 7 €, r I ! I Y I I I I { - ! t 1 1 k 3 A7' _ �..✓' .� •••' `:" �- uPh 1- r -- i 1.- d 11 M -L L i -LI .3 t_�.L �Ji I_I -�_i� SUE PLAN _ - — -- -- " - -- - -- OV ERALLRKSTER PLAN K f�%- F WWK r r GB BOUT Etri tt13 -- _ _ - saw AV mu 1, f "'�� __ ---- 'T'EQUESTA3ERRACE AJA. rraf�cu . L Cs[ IJAOUSE COVL - — - I. JEJDES `- `1'1=`C2lfE �Z_ s— % � — i - PL Bt)C) �A�a�S'�s 13 & 1 y � � PIA BOOK 85, PAGE' 2,2 -24 CATHOLIC CHURCH FLAT SOOt4 96 PAC4ES S9 & AnacHl i CTL�EJPI aNhi4hlc 9( -- r, t , • ,I i - I s e I ' - {N Pl s„n_��; rz; _ .,.r, ?at � �.�� , un_ .z a n .�... II • _ r' ` r � 1 • • • • • • • II 9 A A' � y�� y� y py • •' • 111 •• 1 '•'1 • R ADIUS RE IN COMPACWOR y�+ T �•� ;_ "'4i/r 1.,,,� *.�6 r,,d iid '!:� '� • • ' 1 BOOK 6098 1005 • RECORDS • COUNTY THENCE NORTH 89'43'47" WEST ON SAID NORTH LINE 289.22 FEET THENCE NORTH 17'17'07" WEST 250.00 - FEET THENCE NORTH 89'43'47" WEST 125.00 FEET; THENCE SOUTH 1717 EAST 250.00 FEET TO THE INTERSECTION WITH THE NORTH LINE OF SAID EASEMENT THENCE NORTH 89*43'47 WEST ON sAlu NORTH REVISED PER DFCC LINE 83.91 FEET TO THE SOUTHWEST CORNER OF ALS PLAT OF VILLAGE OF TEQUESTA, AS RECORDED IN STAFF COMMENTS �. r }i: C'"a'dc'�`y,.„,- - /��, •v - of �`gs{ ,.` - • RECORDS : • • 23 070, • ' 1 REC O - a . 111 .. .. 1 ea a EXISTING INLINE RETAIL I 1 v � vaaa • 1 ~ 1 1 1 • • COUNTY ,. 8 baC E tFld M • ^ 1 0KA � 1 7 SF ea a SANDPOINTE BAY EXIST. FIN. FLOOR ELEV. 24,40 CONDOMITITIUM PROPOSED NMI r's AC vaaa TOLAL SITE ( LESS RONY ® vaaa ® SQFOOTAGE vaaa CALCULATION ®® vaaa TPA EXISTING OF I RCELS ® ®® vaaa PROP OUTPARCEL CHASE "TOTAL GROSS S FOOTAGE � TOTAL LOT COVERAGE 14RERVIOUS SURFACES' CAD I.D. F0901 01-PROP-OVERALL-SITE EXISTING A ®® eaas JUPITER ; LINE RETAIL (PLAT ■ — - BO OK 23, PAGE TIME = a � G - o 11, - •, � r ! .. SITE DATA SUMMARY "PREVIOL SLY APPROVED SITE PLAN w=z LEGAL DESCRIPTION: nc sQ FOOTAGE A PARCEL OF LAND LYING IN GOVERNMENT LOTS 1 AND 2, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: W �w a E a z J P 20.58 W o 0* U BEGIN AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 00 °12'12" WEST ON THE WEST LINE OF SAID GOVERNMENT LOT 1 FOR 450.00 FEET TO THE INTERSECTION WITH A LINE LYING 450.00 z o m j o w ��u- o FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH 89 °57'08" EAST ON SAID PARALLEL LINE 791.96 FEET TO THE INTERSECTION WITH A LINE 17.00 FE ET IH mo WESTERLY OF AND PARALLEL WITH THE WESTERLY RIGHT -OF -WAY LINE OF US HIGHWAY 1 (STATE ROAD 10.93 0.73 zm NO.5), AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION, RIGHT OF WAY MAP, SECTION 93040 -2503; THENCE SOUTH 17 °17'07" EAST ON SAID PARALLEL LINE 87.87 FEET; THENCE NORTH 73 1711" EAST 17.00 FEET TO THE INTERSECTION WITH THE AFOREMENTIONED WESTERLY RIGHT -OF -WAY LINE AS z W p z a w �o w z SHOWN ON SAID RIGHT OF WAY MAP; THENCE SOUTH 17 °17'07" EAST ON SAID RIGHT -OF -WAY LINE 863.70 z 0 z ° z FEET; THENCE SOUTH 27 °42'53" WEST 35.35 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF VILLAGE _ > w Pl s„n_��; rz; _ .,.r, ?at � �.�� , un_ .z a n .�... II • _ r' ` r � 1 • • • • • • • II 9 A A' � y�� y� y py • •' • 111 •• 1 '•'1 • R ADIUS RE IN COMPACWOR y�+ T �•� ;_ "'4i/r 1.,,,� *.�6 r,,d iid '!:� '� • • ' 1 BOOK 6098 1005 • RECORDS • COUNTY THENCE NORTH 89'43'47" WEST ON SAID NORTH LINE 289.22 FEET THENCE NORTH 17'17'07" WEST 250.00 - FEET THENCE NORTH 89'43'47" WEST 125.00 FEET; THENCE SOUTH 1717 EAST 250.00 FEET TO THE INTERSECTION WITH THE NORTH LINE OF SAID EASEMENT THENCE NORTH 89*43'47 WEST ON sAlu NORTH REVISED PER DFCC LINE 83.91 FEET TO THE SOUTHWEST CORNER OF ALS PLAT OF VILLAGE OF TEQUESTA, AS RECORDED IN STAFF COMMENTS �. r }i: C'"a'dc'�`y,.„,- - /��, •v - of �`gs{ ,.` - • RECORDS : • • 23 070, • ' 1 REC O - a . 111 .. .. 1 ea a EXISTING INLINE RETAIL I 1 v � vaaa • 1 ~ 1 1 1 • • COUNTY ,. 8 baC E tFld M • ^ 1 0KA � 1 7 SF ea a SANDPOINTE BAY EXIST. FIN. FLOOR ELEV. 24,40 CONDOMITITIUM PROPOSED NMI r's AC vaaa TOLAL SITE ( LESS RONY ® vaaa ® SQFOOTAGE vaaa CALCULATION ®® vaaa TPA EXISTING OF I RCELS ® ®® vaaa PROP OUTPARCEL CHASE "TOTAL GROSS S FOOTAGE � TOTAL LOT COVERAGE 14RERVIOUS SURFACES' CAD I.D. F0901 01-PROP-OVERALL-SITE EXISTING A ®® eaas JUPITER ; LINE RETAIL (PLAT ■ — - BO OK 23, PAGE TIME = a � G - o 11, - •, � r ! .. SITE DATA SUMMARY "PREVIOL SLY APPROVED SITE PLAN US I & VILLAGE CALCULATIONS 4/27/95 nc sQ FOOTAGE %oE SITE LOCATION FOR SITE DATA 20.58 896,334 100% BDG BUILDING AREA GREEN AREA 5,01 3.91 218,335 170,159 24.35% 19.00% ARCHITECTS PAVED AREN SIDESVALK AREA 10.93 0.73 476,013 31.827 53.10% 3.55% //�� C _ ❑ u -IAS E ' :REEN AREA AT 18.3% 'ARKFQG REQUIRED AT 1/175 SF" BOHLER E N GI N E E RI N G SETBACKS -C -2 ZONING DISTRICT REQUIRED EXISTING FRONT IRS S- 1 /2 &CC N -112) 25 65 RADICE III STDF NORTH (C-2 NORTH) 10 170 1000 CORPORATE DRIVE, SUITE 250 STDF: SOUTH(M -U SOUTH) 20 40 FORT LAUDERDALE, FL 33334 REAR Of -U S -1/2 & C -2 N -1/2 PH: (954) 202 -7000 10 80 FX: (954) 202 -7070 HEIGHT 70' IL" 37-8" wv<^N.BohlerEngin eering.com EDWARD M, McDONALD PROFESSIONAL ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 — SH E ET TITL E. �' 1 t ♦? �. I__ I _ -_ L_ - ( _ I_ .I- 1 ... _ _ _ ` _ ._ - . -.�^- ^, ✓'-' . >.P i%' MOTE: DATA SUMMARY TABLE RE- ENTERED FOR CLARITY AND OUTPARCELS OUTLINED ON APPROVED PLAN BY CAN ERO -ASSOCIATES DATED PROPOSED 711182004, PER REQUEST OF VILLAGE OF TEQUESTA ON 011122[011. '11 !� OVERALL 0 IV � t SITE PLAN lL1ACTsSOiTGEVAR7l ="�' "'�' snu€ rrr airr r° ao•-o' MARC A L& _.... _ _ - _ _ _ w._.._ �___ -� ~♦ - "•.r'c°' _!"`� _ F, TA TE1'iRA.C� IU�NER. SHEET NUMBER: LIG [ HpUSrr COVE TM ST- T[ID S PEC2UF ' 4 e T PLA r BOOK 93, PAGES 13 & 14 AR 0 COW416 C 1 ' P B C�(� $6. PAG E: 22-24 CAT FIGLIC CIiIUR.GH PI_.R "1' Li00I4 96, PA(rE.S By E �0 � A1�HI'F�G'RI�7P�APl4 � 1 3 A i^ ! I BLDG AREA 18,183 SF EAST. FIN. FLOOR ELEV. 24.40 , - i .� �. :. '. .-i �„ .~ � t 1 :�^'..y., J ' - : _ -� ��'' { { i { t t I 1 - - i :{:�f:•: �..:.°.. - .•., 1. - \ t _ i 1 t I_ . I j BLDG HEIGHT 30' alebwasre !j v:wj ' i t •� . -_�- ' + __ ^ i �' � 't c 0° �"��- I _ _-- - -' -- -- - - - ---I � i i � ��'-•'•=� , t ` �'t It t t t B — - roscaioscsx�u c it t i1 { t- - - -- _ L --- ---- - _ - - - - -- ------ - - -- <V' t �F EXISTING INLINE RETAIL - BLDG'A' - Z t BLDG AREA 73,708 SF l 1- 1 STORY �L.. CONSTRUCTION '� � _ �. ee �' t � .� � •,, `i, \--. \t ii � EAST. FIN. FLOOR ELEV. 25.40 ( t BLDG HEIGHT 34' ' . «• ...-R _.^'7, . 1! _L...,_ i _ _ 1 "_✓ it t �� \Cai t $ I..._ {— .I � _-'T .'�!�?� 8 1t1 tt 1t It1 tto; 1u LL =r .�� t.l a o - 101 11 I'1 t_ r ,, 1 1 ALS PLAT OF �g 1 _, t t t i I t - '( i \ t ii 1 1 , 13.LAGFE OF TE 1 ESTA l ' e t t (�— — I t t r EpBT.F . rlOOR ELEV. 22.40 rurxDmro�.re, Q \ EXC.�.. 1 Fes' { t t 7 ; J 1 - I I t A/��p/��A 11 I _ I EXISTING at ii V llVllltl 1 CU TPA (Y1F'TMLaL �!¢ . { I I E)QNI.fM M 00Rfi8V ]fa0 1 t -- - 1-- rT-- - - - - ______ ;�- I I I c - ; ; i,QUTPARCEL #1u 4 1 wAtyNiEmEmxw { 1 i j 1 15 ^�^ `PLDG AREA�Ir , \ ! 1 - I C 3 540 SF d �. s° 1� - t i P 191A�61�E ( I � �._ -� I < ' !L GHEIGHT25' � �...� !� � 1V.yi�°�uz3'^�� \t t, �� c t a 1 ow. oLe patER I IL -I j ; u 1 I 1 $ I 11 ; 014J' ON I elf 3A C - - --! t rte,. j — __-' '. i �JL1J_��1 1 € ---- OVERALL STER MAPLAIV ^ R'-mo'�� ~ -�- °f I IN PLA io 0 s -- -- - - ° TE2 `TERRACE L G ttOUS> Cove sr. JUMS "-` —`" 3E ' `� .� PLAT BOOK 93, PAGES 13 & 14 PLA`F BOOK 85, PAGE 22 -24 CATROLIC' CHURCH PLAT' BOOK , PACES 59&60 __- 8 z �' �z Q5 i W ~ LL mow o a o z •��• F LL a W 0 0 �3 zoa W 0* po z :::::: 0 z a W � a�W� z z U z y a z h W u 0 0 � d � a U REVISIONS: REV: DATE: COMMENT: BY, 1 11/16/10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY CAD CHECKED BY JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- EXIST - PARKING - EXHIBIT PROJECT: US 1 & VILLAGE LOCATION FOR BD G ARCHITECTS CHASE ! i 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER LL< E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202 -7000 FX:(954)202 -7070 —. BohlerEngin eeringxom N x EDWARD M, MCDONALD Ws PROFESSIONAL. ENGINEER January 17, 2011 — FLORIDA LICENSE No. 71615 = Q LL FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SH EET TITLE: EXISTING PARKING EXHIBIT SHEET NUMBER: EX -1 M � W W Z Y Q a Z cn W 7 7 = crmJ \ � I ! i \ -- i 90 , t CR40PT I _ - -- E -'- -- - --- I i i �..i.- \ 'e\ . � } i F---i- •{ ` r-- .— ,..... � .J:: ;..•�.: c it i t +4 TIC � r �; _ -_ �s iI -- °�` t F I 1 ! j M - Q `! 1 EXISTING INLINE RETAIL - BLDG'A' BLDG AREA 73,708 SF Ilk STORY O _ SL. C�►�IdSTRIJ�'�1+C�C�1 1 Z L - - 'Z EAST. FIN. FLOOR ELEV. 25.40 �J_, 1 ^�1I ` ( t BLDG HEIGHT 34' 1! .L...,_ 1.1 - .. I..._ t i I - I � }7- ' I� i sit / tt \\ t `'11 ' m t \ 5 4i _ 1 ,.."_"✓ - >\ �t t �� \Cad �� .I -- T ' n °i P -- Ott \ t t \ t t 1 \ tot i tl l 4! I I JL , 't 31 `� i k 1. I ( ! ALS PLAT OF � c , , t 101 L 11� I t UIES A t l ( t (t tLLAGE OF TE E)QST.F . rcoORELEV.22.40 i \ � � �.�.. ; 1 { t t 7 J 1 - t EXISTING CAW OMPA { I I � 31,= � - I T T ,1 Twxwnee.w I j i _ . +QUTPARCEL #1� L �. �_ { - - -. - 1�. li� } t. _... _�jj 1- LDGARi j I - ! I 3 540 SF d . �1 \ I t t �J I I �- j j< �` GHEIGxT 25' ,V !� U ell 534 t 1 \ \ � t a \ DlrPBtER I [ I ! ea ANA i9. 1t i its 1 - A L i }may t V I I I f` t[y -to t 1 I I 1 _- `, J -- ©o14J' rte,. A1LIJ I _�� 1� 11 11 - - -- __- - - -- - -_ _ OVERALL MASTERPLAN__ _ -_ -. R � �~ -�- °f SrTE PLAIN GE BOULEVARD TEQUESTA `TERRACE L G ttOUS> Cove sr. runs TV`s' PLAT BOOK 93, PAGES 13 & 14 PLAT BOOK 85, PAGE 22 -24 CATROLIC' CHURCH PLAT' SOOK PACES 54 & 5�__ 8 z �' �z Q5 i W ~ LL mow o a o z •��• F LL a � W 0 0 �3 zo 0 * a W po z :::::: 0 z a d F B W � a�W� z z U z y a z �W W u 0 0 � d � a U REVISIONS: REV: DATE: COMMENT: BY, 1 11/1 fi /10 REVISED PER DRC CAD STAFF COMMENTS PROJECT No.: F090101 DRAWN BY CAD CHECKED BY JMG DATE: SCALE: AS NOTED CAD I.D.: F090101- PROP - PARKING - EXHIBIT PROJECT: US I & VILLAGE LOCATION FOR BD G ARCHITECTS CHASE ! i 728 N. U.S. 1 VILLAGE OF TEQUESTA PALM BEACH COUNTY FLORIDA BOHLER LL< E N G I N E E R I N G RADICE III 1000 CORPORATE DRIVE, SUITE 250 FORT LAUDERDALE, FL 33334 PH: (954) 202 -7000 FX: (954) 202-7070 wvwv. BohlerEngin eering.com ti x EDWARD M, MCDONALD Ws PROFESSIONAL. ENGINEER January 17, 2011 FLORIDA LICENSE No. 71615 = Q LL FLORIDA BUSINESS CERT. OF AUTH. No. 27528 SHEETTITLE: PROPOSED PARKING EXHIBIT SHEET NUMBER: EX -2 W 2 LU Z Y Q 0 cn a. CCIDE CC1 IFLIANCE EXIeTING; TREE LIeT 51-�C, - I:T�TER PLANTING STRIP REOUIRED SYM TREE TYPE DESCRIPTION A 0 , ca �0 .6 p aean � P�=. Int B P 10' strip re C 0"-" Z, 0' strip provided D 0— palm 20 In, c E 0— palm 20' ht, 101, cal' 4cl properties S' strip re r Live oak 16' Int. . 4' pr �, 2 ca l., poor 5 . strip provided G 20' ht, 10 I 24" min. Int. hed re :�,,Z palm 11 " 14'ht., 12" cal. 24" min. ht. hed provided 5ab al 16: ht.. cal. P , - :� a 2 , 5EC. 15-391 GROUDCOVER 4 TREES IN PLANTING STRIPS K Saba I palm 2 ht., 0' ht. , 12 ca " cal. Ioar,p� 30 L L oa �4: ht x 0 spr,, 3" cal. , palm. I tree /max, 50%) M L�v ' o a l, 8 ht. x 8' � 2 " cal. 639 / 3 22 tree. re N Bra. Han pepper �0' ht. x 20 pr. 23 trees provided 1-1 al, 1 4 : Int, x � x 2 Pr r� : IE 4 6 v: ' 6 4 Int 4 ca l. �C. 18-400 INTERIOR LANDSCAPING OF PAW P Llv o ING AREAS a Queen 20' ht, 12" P a. Terminal islands re - R 0— Ro.�mm 2 0' ht, 10" m x 20' ter ["I folancli, re 6 0 P — palm 22' ht., 1211 cal' x 2 0' terminal I slands provided T 0— Z in m 20' ht, 10" cal' b. , Intermediate islands re For ever 0 U 0— P a 24' ht., 10" cal. tree is re in each of the [.land. • V Cp—.n pa�m 26' ht. 12 a 9 trees re W Queen pal IS ht., 0. ca l. 9 trees provided X Queen pa lm 20' ht 12 . ca 1. T I palm 25' ht., 18" cal. TOTAL TREES REQUIRED 31 z Glau ca-la 12' ht. x 12' pr, 5-- cal. Trees provided 23 AA pa 25' ht., I6" cal. I g roup of 3 p -l - I AB . ca..'a 12' Int. x 12 pr, 5-- cal. Trees relocated AC Ro P alm 25' Int. 18" c 1. 3 g roups of 3 palm. exist 3 AD Live oak 29) . ht. 6 x 18- Tree. exist 4 Air Live oak 2 0- Int. x I&- F 5 , cz� EXIST, TREES PROVIDED, EXT, OR RELOC. 31 Air Live ca 20: ht. x ,2 !8' pr., 5" cal. AG 5a 20 h a b4 a � pa TOTAL 51-1R.156/1-1EDGE PROVIDED = 229 AN S P a 20 ht. 12': c TOTAL 55,GROUNDCOVER/MAS5 PLANTS = IOW A[ Saba[ pa 22' ht., 12 cal, AJ Saba[ pa 18' ht., 121, ca A K 5 , a I palm 18' ht., 121 ca A L Sa bel , 16' Int., 12 cal. I AM Saba[ pa lm 16' ht., 12 "1. 1 AN 20' ht, 10" cal. AO palm 18' ht., 12 ca l. AP I-= oa 20' Int. x 16' . 3" cal. A0 L v. ak o IS: : pr �: 4 AR East P tka hcIIV �8� ht. x P ala tka 6 Int. x 11 o r 4 co I AS Live oak 16' ht. x 12' pr., 5" ca 1. 1 AT E ast P a la tka � �6: ht� x x � 2 2: : p' �, 4 c a AU East P alatka ho 11 6 ht or, 4 a V A East P alatka holl �6: ht. x12: : pr �, 4 ca LEGEND A W L� c6 ht 8 , ht. x 8 o r, 4 a AX L . .6k IS: Int x , x 4 r 4 ca l. I 4 1 :, �: 4 Ay Live .6k o r a EXISTING TREES ro BE REMOVED Az Live oak 18' x 10. so . r., 3" "1. 1 EXISTING TREES TO BE RELOCATED CZ U tree 10' ht. x 10' spr., mu DA L� L tree t � r multi re p u v: in' m t x r multi remov DB L g u um 0: h ht� x 0 P r�: m ,*I NEW LOCATION Or RELOCATED TREES These existin trees to be relocated on shoppin center as possible O In locations as determined b Landscape Architect 4 Owner. • PROPOSED PALMS TOTALS: Trees existin to -ma I": 13 palms /3 = 433 PROPOSED TREES Tree. = 4 Total = 833 existin to remain Trees to be relocated: 3 palm. /3 = I Tree. - 6 Total • I tree. to be relocated Trees to be relocated on shcovinci center as determined 13 P a 'm,/3 m 3 Tree. = -j Total = 12 trees relocated, location determined Trees to be removed, 13 palms/3 = 433 Trees = I Total = 11.33 trees to be removed FROFOSEID FLANT LIST project= C h ax a ea- b cleLve bocker landscape architecture/plannin inc. 601 n. con ave.. suite 105-a delra beach. Florida 33445 561-276 -6311 #LA0000qqq Sheet title-: p lantin g plan pro number= 7010 date 10-z1 -10 sr-inle-: 1, = 20' dr-z!ivvn b J ae a 1-4-11 easement revision & 1-14-11 © 1-15-11 P ., --nb. A NORTH 1 of 3 sheets I 2 LEGEND EX15TING TREE LIST EXISTING TREES TO BE REMOVED - 1 / + \ I EXISTING TREES TO REMAIN _ SYM TREE TYPE DESCRIPTION STATUS A Queen palm 22' hL, 10" cal. remain B Queen palm 22' hL, 10 cal. remain C Queen palm 21" ht., 10" cal. remain D Queen palm 20' hl., 10 cal. remain E Quesm palm 20' hl., 10" cal. remain 1 / • \ \ I EXISTING PALMS TO REMAIN EXISTING TREES TO BE RELOCATED F Live oak I6' ht. x 4' .pr , ., 2" ca 1 poor remove G Sabal palm 20' hl., 10" remain cal. H Sabel palm 14 hl., 12" cal. remain I SabaI palm 16' ht., 12" cal. rem ain J Sabel palm ,8' ht., 12" cal. remain K Saba, palm 20' ht., 12" cal. remain * \ I NEW LOCATION OF RELOCATED TREES i L Live oak 14' ht. x 10' spr., 3" ca,. remain M Live oak 18' ht. x 18' spr., 2" cal. remain N Bra.1I Ian pepper 10' ht. x 20' spr. remove project = • PROPOSED PALMS O O Llve oak 14' h!. x 12' epr., 4" cal. remain P Llve oak 2 h!. x 12' epr., 4" cal. remain Q Queen palm 20' 12" cal. remove r+ h st a ca �r Q O PROP05ED TREES 20 hl hl., R Queer palm ' ., 10" cal. remove S Queen palm 22' Int., 12" cal. remove T Queen een palm 20' hl., ,0" ca,. remove U Qu pa lm 24' hl., 10" cal. remove v queen pa Im 26' ht., 12" ca I. remove W queen palm ,8' ht., 10" cal. remove X Queen palm 20' ht.. 12" cal. remove Y Royal palm 25' ht., ,8" cal. relocate Z Glaucous cassia 12' ht. x 12' .pr., 5" cal. remove AA Royal palm 25' hl., I6" cal. relocate AB Glaucous Cassia 12' h!. x 12' spr., 5" cal. remove �r-1 n t O CL U e- S t H Fof ids AS Royal palm 25' hl., 18" cal. relocate AD I-= oak 20' h!. x 18' spr., 5" cal. relocate AE Llve oak 20' h!. x 18' .pr., 5" cal. relocate AF Live oak 20' h!. x ,8' .pr., 5" cal. relocate AG Sabal palm 20' hl., 12" cal. r c eloate* AH Sabel palm 20' hl., 12" cal. relocate* AI Saba I palm 22' ht., 12" ca,. re,oca le* AJ Sabel palm 18' ht.,,2 cal. relocate* AK SabaI palm 18' ht.. 12" cal. relocate* AL SabaI palm 16' h6.,,2 ca,. relocate* AM Sabel palm 16' hL, 12" ca,. relocate* cle bodker AN SabaI palm 20' ht., 10" cal. relocate* AO Sabel palm IS' ht., 12" cal. relocate* AP Llve oak 20' h!. x I6' pr, 3" cal. relocate AQ Llve oak IS' h!. x IS' .pr, 4" cal. relocate AR Ea.! pa la holly ,6' ht. x ,2' .pr, 4" cal. relocate Al AS Live oak ,6' ht. x ,2' .pr, 5" cal. relocate AT East Palatka holly 16' ht. x 12' .pr, 4" cal. relocate* AU East Palatka holly 16' ht. x 12' .pr, 4" cal. re,ocale 1 landscape architect / planning inc. n. congress ave.. suite 105 - a delra beach, Florida 33445 y 5151 - 27G - 15311 AV East palatka holly 16' ht. x 12' spr, 4" cal. relocate * AW Live oak 18' ht. x 18' spr. 4" cal. relocate * AX Llve oak 18' ht. x 18' spr., 4" cal. relocate* AY Llve oak 14' ht. x 14' spr., 4" cal. relocate* AZ Live oak 18' ht. x 10' spr., 3" ca 1. relocate* 5A -.- 5B papalm 22' ht30' hl., 10" ca 1. remove BB Queen lm ., 10" cal. remove BC queen palm 25' hl., ,0" cal. remove BD Queer palm 20' hl., ,0" ca,. remove #LA0000999 E hE.Et title-: Q �/ e X I St I n BE Queen palm 20' hl., 10" ca,. remove BF Live oak 16' ht. x 10' apr, 3" ca I. relocate * CY SabaI palm 16' ht. remain CZ Llgustrum tree 10' ht. x 10' .pr., multi remove DA Llgustrum tree 10' ht. x ,0' spr., multi remove DB Llgustrum tree 10' ht. x 10' spr., multi remove * These existing trees to be relocated on shopping center as possible In locat ono as determined by Landscape Architect a Owner. tree plan project number= 7010 date: 30 -21 -30 SGal 1 = 20' TOTALS: Trees -1,Ung to rema lm: 13 Palma /3 4.33 Tree. = 4 Total = 8.33 existing to remain Trees to be relocated: 3 palms/3 = Trees = 6 Total = T trees to be relocated drawn by= Jae reviE ion S: 0 to -2a -to re or onesaibonier re�e.. ® 12 -20 -10 site revs. ® 1 -4 -11 easement revision Tree. to be relocated on shooyinci center as determined 9 palm. /3 • 3 Tree. 9 Total • 12 trees relocated, location determined ® 1 -14 -11 © 1 - 15 - 11 Gar comments 0 Trees to be removed: 13 palm. /3 = 4.33 NORTH s h e e- t' Tree. = T Total = 11.33 trees to be removed / / \ \ L 2 of 3 shets pl.rti- 5011: A. All plant trat-lal. unless Indicated o0lwwl—, shall be Insta led with a plantin Soil —posed or earci loam (50% .-I . and 501, k) t I I r the —Ilt� The soft mus b. taken From �=d tt " been trIpp7 .111, .light -old r-.tt.n (55 to 6.5 ph) and w ithout a Or calcium Or carbonate. Boll s hall be delivered in B too.. Friable condition. Water: A. Potable, From trurfal water ..ppll— Or other source. which are approved b . p.lbi. health department. Mulch: A. Mul s hall be; (1) "R.—Ul.h.. Fertlil— A. New and ,[,kin Trssse and Palms: F wtj Im with 8-2-12 pal, Fertilizer with micronutrIents per in p arul'a.t—', recommendations. B. New and ..I.tin Shrub., and Ground—ver: Pwtlllze with 8-2-12 palm Fertilizer with ml.rorwtrlents at a rat. OF • lb. per l000 SP or area. C. Annuals. Pertilize with 0amocote - Sierra blend 14 -14 -14 or approved e D. Composition and QUallk All Forklilzer 5KdII be urlForm In compoolklon and dr Granular Fert Shalt be Fr.e rlowi and cl,llver,cl 1, wrop-1 ba All ba —talr— Or boxes elall be Full labeled with the maruFa.t--'s a nal y se.. E. All Fertilizer shall compl with the State OF Florida rairtIll— laws. e5) Ed and mow sod Once a week, f AN m r I NG C I LESS (6) Ed and weed all — — g round —ve, and Flo bede onoe a w—, spacin on center (1) Remove del Iles once a we ek, -res 1, see plant list (a) spra and Dustin contractor shall do all --al Idh spra oustin Or all plantin a. needed, For complete or paste and The matterlal. and method. = 1 be In accordance with the highest 6 P lantin g oil standard hor lou ural practices and as mm,rded b the Count A and ppro—d b the L.rd...p. *;*�: mu Archltect, prior to Implementation. Groundr-avers IIR Rr 3" mulch F — ri,l,Iwcl g rade V mm. plpl f[ shrubs Illly h l � k GENERAL NOTES I. ALL PLANTS 10 BE FLORIDA NO. I OR BETTER 12. THE CONTRACTOR SHALL LAY OUT ON THE GROUND THE LOCATIONS FOR THE PLANTS AND OUTLINES OF AREAS TO BE PLANTS[). THE CONTRACTOR Z. IE WRITT NO SUBSTITUTIONS WILL 59 ACCEPTED WITHOUT PRIOR EN SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE APPROVAL BY THE LANDSCAPE ARCHITECT. EXCA VATION BEGINS. THE LANDSCAPE ARCHITECT MAY ADJUST THE LOCATION OF SPECIFIED PLANT MATERIALS PRIOR TO PLAITING. 3. ALL LANDSCAPED AREAS TO RECEIVE 150% IRRIGATION COVERAGE BY AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM EQUIPPED WITH A 13. TREES AND PALMS TO BE GUARANTEED FOR ONE (1) YEAR, 5PRU58 RAIN SENSOR AND G OUNDCOVERS TO BE GUARANTEED FOR NINETY (W) DAYS AFTER FIN WRITTEN ACCEPTANCE 16 GIVEN BY OWNER OR LANDSCAPE 4. QUAN TITIES ON M-Mr MATERIALS ARE FOR CONVENIENCE ONLY. ARCHITECT CONTRACTOR 15 RESPONSIBLE FOR PLANT MAINTENANCE LANDSCAPE CONTRACTOR 16 RESPONSIBLE FOR ALL PLANTS 5WOiH UNTIL THE TIME OF wRiMm AccrPrmcr. ON PLANTING PLANS. UJ4rN DISCREPANCIES OCCUR BETWEEN PLANT -�S AND PLANTING PLANS, THE ' PLAN5 ARE TO OVERRIDE THE PLANT 14. LANDSCAPING , NG IN sAPr DISTANCE TRIANGLES SHALL BE MAINTANrD T LIST IN ALL CASES. SOD QUAN TITY Ty is TO BE DETERMINED By PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 2' AND 5' CONTRACTOR PRIOR To amm ABOVE FINISHED GRADE. 5. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UNDERGROUND 15. ALL PROHIBITED PLANT SPECIES (AS IDENTIFIED BY THE CITY, UTILITItEr, TO AVOID DAMAGE. COUNTY, 6 ATE) SHALL BE ERADICATED FROM THE SITE. THIS INCLU BUT 16 NOT Limirm TO MMLALSUCA, BRAZILIAN PEPPER S CONTRACTOR 15 RESPONSIBLE FOR P)RNISHING ALL MATERIALS, AND AUSTRALIAN PINE. TOOLS, rmiPmemr, LABOR. AND PLANTS NECESSARY FOR TWIF PROPER PLANTING CP ALL TREES, SHRUBS GROUNDCOvERS, AND GRASS AS 11. ALL EXISTING AND NEWLY CREATED PLANTING BEDS TO BE CLEANED 6WCWN 04 LANDSCAPE ARCWiTacr- 8 P-Mrim PLANS. AND FREE OF tUEEDS AND DEBRIS AND EXCAVATED AS REQUIRED TO FULFILL PLANTING 501L REQUIREMENTS OF THE PLANTING DETAILS. T. AL L GROUNDCOVER BEDS TO ABUT PARKING. BUILDING, SIDEWALKS, ETC, IN A PERPENDICULAR LINE. 10. PILL HOLES WHE r.isTTNG TREES OR PLANT MATERIAL HAVE BEEN REMOVED TO PROVIDE LEVEL SURFACE WITH SURROUNDING AREA AND S. ALL TREES AND PALMS TO BE STAKED AND GUYED. so[) OVER IF NEW PLANT BEDS ARE NOT TO BE INSTALLED. S. ALL PLANTED AREAS ARE To BE MULCHED WITH 'PLORAMULCW", It. ALL PLANTING BEDS THAT ARE ADJACENT TO PAVING ARE 10 BE TO A Drisrw OF 3--. LOWER THAN THE ADJACENT PAVING. SO r4aT RUNOFF (MULCH. WIL) FROM THE BED DOES NOT RUN ONTO THE ADJACENT PAVING. 10. ALL PLANT MATERIAL TO BE BAC<FILLED WITH 50% CLEAT MUCK AND 50% SAND AND BE FERTILE, AND FRIABLE. W. AL L PLANTING ISLANDS WITHIN THE PARKING LOT AREA MUST HAVE A MINIMUM 3 DEPTH OF 801E eirwaR FROM EXISTING SOIL PR!SSNT, IF OF GOOD QUALITY, It. GROUNDCOVER AND 5H 55 TO BE LAID OUT IN A UNIFORM AND TO PROMOTE PLANT GROWTH, OR OF REPLACEMENT BOIL (50% MCI, 50% SAND CONSISTENT PATTERN. NO ROAD ROCK, SWELL ROCK, LIMESTONE, OR OTHER FlOaD BASE MATERAL SHALL BE PRESENT WITHIN RANTING ISLANDS. project= h at ac-=- 1=> SL n k toc:Lue-eto F lorida cleLve bocker landscape architecture/plannin inc. 601 n. con ave.. Suite 105-a delra beach. Florida 33445 561-276 -6311 #LA0000qqq E'he-e-t title-: specif ications notes, details pro number= 7010 da 10—zi-10 sr-inle-: 1, = 20' dr-z!ivvn b J ae 3 of 3 sheets � � l m C . � ` „' {dl � y If.� � �v ,�, Jl � � � VI � Y � � _ � f: l�� '' ,. 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F � LETTERS - 0 S �� ; - - z - , , T . �; _ � � I � ° OCTAGON - 10.8 SF ! ' ' � I I g° I B ��'' `� TOTAL - 57.8 SF - _ _ . � — --� I � , �� ;� � � � I I � ��A CHASE O �, � � g � � � � �� a , .- 4 I � RO EN YNO.: F09C�A0 \ � �� C EC EDBV: JMG \ � I \ \� i PROPOSED I � I � `� ` � cnoi sicµtxn fINANCIAL INSTITUTION (4,312 S.F.) i '' ` Ro,E�r. ,.� _ � �., F.F.E = 23.50 (N.G.V.D.) � I J� � � '' ' � � � � < � � APOLIC PEWTER ,,. -_ m._ I _ 13'-6" � p_ �p^ US 1& V[LLAGE �� <. � �, v �� WHITE / LOCATION °�' � d�° LETTERS � � ( �� BLUE FoR I � � o / �OCTAGON BDG _ _ � ARCHITEC7'S e � t"` � ! � � � � CHASE O � � .� _,.� , 728 N. U.S. � VILLAGE OF TEOUESTA � . PALM BEACH COUNTV - � ^ FLORIDA ti BLUE qg� `i ��A � ��b q u w�� STRIPE � - � = BOHLER � , �� _' �' APOLIC '._ E N C 1 N E E 1 I N G SCALE: 1" = 20' � ` , v.'. ..... .. ., _ � , , s :� u_s. , CVB BLUE r; ,;; ` 4,,. �,a�E �� ,� _.;, � "�" i000 caxaoaAre oerve sun�e zsa �-�� - � FOftT LAU�EROALE, FL 33334 Ph':(BSn1202-]ql0 FX:�959)202-]0]0 SW C1 OO � wwu..BdJerErgMeeMg.cam LATTE O ��E�� EDW,4RD M, McDON,4�D SCALE: N.T.S. 8¢ TOTAL - 45.0 SF rxorrssiov,�� i;vciw.i;e ��arv zon - F�oRion ucENSE No. �.ORI�A BUSIlE55 CERT.OF AUTH. No. 2i52B SHEETTfTLE: - SIGN PLAn - NOTE: (WALL AND MONUMENT SIGN) EXHIBIT �� 1) ILLUMINATED CHANNEL LETTERS 8 OCTAGON ARE MADE FROM LEXAN / PLASTIC MATERIALS. s °' 2) ALL COLORS TO MATCH BUILDING COLORS/SAMPLES AS SPECIFIED. EX-3