Loading...
HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 01_10/17/2019 .. 9 GE Oi TEQ& :7,-A •4C7 gyp @f 4 ��N coON� VILLAGE OF TEQUESTA Department of Community Development Staff Report—Planning and Zoning Board—October 17, 2019 Petition No. —SPM 8-19 APPLICANT: McHenry Project Consultants c/c Chris DeLuca 1128 E Fort Ave, Baltimore, MD 21230 OWNER: LIGHTHOUSE ARTCENTER INC REQUEST: Application from the LIGHTHOUSE ARTCENTER INC for a Site Plan Modification to build a second floor addition of 7,564 square feet, and a 356 square feet roof area. The subject application includes alteration of the existing first floor facade including wall colors and materials and upgrades to the landscaping and parking area. The subject property is located at 373 Tequesta Drive,Tequesta, Florida 33469. LOCATION: 373 Tequesta Drive Tequesta, FL 33469 LOCATION MAP ,-=—T,;: .A ' A h Cc._ ''''7 . 1 . .' ' '' 'N....* 1 It tellir*Itt 4. t i _ rs L `'i' ,1 io Lighthouse ArtCenter -- -;, _- - ,lt rt-ii. 373 Tequesta Drive _a__,..-,...: .014, 4, Tequesta,FL 33469 Gallery Square North `� r ms rr Tequesta Dr , , v s. 1 PETITION FACTS a. Total Gross Site Area: 132,077 sq. ft. (3.03 Acres) b. Total Plaza Footprint Area: 38,577 sq. ft. c. Existing Lighthouse ArtCenter Facility Area: 11,249 sq. ft. (LAC 1St Floor: 7,359 sq. ft. & Previous DMT Commons: 3,890 sq. ft.) d. Proposed Second Floor Addition: 7,564 square feet, and a 356 square feet roof area. Land Use and Zoning EXISTING LAND FUTURE LAND USE ZONING USE C-1 (Neighborhood SUBJECT PROPERTY Commercial Commercial Commercial District) North Good Shepherd R-1 (Single Family Episcopal Church Residential Residential Dwelling District) South C-1 (Neighborhood Gallery Square South Commercial (C) Commercial (C) Commercial District) East Commercial (C) Commercial (C) C-1 (Neighborhood Commercial District) West C-1 (Neighborhood Commercial (C) Commercial (C) Commercial District) I. BACKGROUND The Lighthouse ArtCenter Gallery and School of Art (applicant) is requesting approval for a site plan modification approval for a second floor addition of 7,564 square feet, and a 356 square feet roof area.The subject application includes alteration of the existing first floor facade including wall colors and materials and upgrades to the landscaping and parking area. The applicant is located at the Gallery Square North Gallery. This shopping plaza was built in stages over the years and consists of a number of buildings under different ownership. Currently, the plaza ownership includes two (2) owners: Lighthouse Art Center Inc. and La Via Di Dio LLC. A. The following provides a timetable regarding the Lighthouse ArtCenter's evolving initiatives: • In 1963, Lighthouse ArtCenter Gallery and School of Art was founded as a non-profit organization by Helen Butt, Cecelie Coar, Ruth Cushing, Madelain Ryan, Ethel Motherwell, Meredith Scott, Nan Stewart and Dodie Dubois Thayer. The vision was to create a space for painting and displaying their work in Tequesta. • In 1964, following the first art show at the First Bank of Jupiter/Tequesta (now the Bank of America), Christopher Norton became the first Director, letters of incorporation were drawn up, and the group moved into its first location on Bridge Road. 2 • In 1965, Lighthouse ArtCenter purchased two lots in Gallery Square North. • In 1967,the ArtCenter moved into one of the two lots, while Mr.JB Stancliff, owned the rest of the property at Gallery Square North. • In 1971, Lighthouse ArtCenter broke ground on the expansion of the gallery on the second lot located to the west of the original building at Gallery Square North. • In 1999, Lighthouse ArtCenter expanded into the former North County Volunteer Ambulance Squad building at 395 Seabrook Rd. That building was eventually purchased by Jupiter Medical Center, who then leased the building to Lighthouse ArtCenter until the ArtCenter purchased it in March 2019. • In May 2019, Lighthouse ArtCenter purchased DMT Asset Management building at the Gallery Square North to expand its services and programs. B. With regard to existing shopping plaza parking lot, the following timeline presents the background: • At the December 10, 1998 meeting, the Village Council approved the following two (2) Resolutions: Resolution No. 8-98/99: Abandoning the Dedication of the Parcel of Land Described as the "Parking Area"located at Gallery Square North. Resolution No. 9-98/99:Approving an Agreement of Settlement and Mutual Release as well as a Reciprocal Overflow Parking Easement Agreement. • In March 19, 1999, the Village of Tequesta deeded the "Parking Area" to the three (3)plaza owners through a Quit Claim Deed. At the time, the three (3) owners were Muriel Manning, Oz of Tequesta and Lighthouse ArtCenter. • The subject 1999 Quick Claim Deed document indicates that was done as Tenants in Common (each tenant/owner share a proportion). In May 1, 2019, DMT Asset Management deeded their parking lot to the Lighthouse ArtCenter through a Quick Claim Deed. • Currently, the Shopping Plaza has two owners;and the use of the parking lot is shared between both owners. C. Upon completion of the proposed second floor addition, the following activities will take place at the subject facility: First Floor • Exhibitions, community events including concerts,performances, receptions, lectures, gift shop, offices,facility rental and Summer Art Camp(existing programs) Proposed Second Floor • Special Needs Class(moving from First Floor) • Art for the Homeschooled(existing program to be relocated from 295 Seabrook Rd.) • Drawing(existing program to be relocated from 295 Seabrook Rd.) • Painting(existing program to be relocated from 295 Seabrook Rd.) • Mixed Media (existing program to be relocated from 295 Seabrook Rd.) • Photography(existing program to be relocated from 295 Seabrook Rd.) • Computer Design (new program) • Veterans Art Therapy(new program) • Textiles(new program) • Children's Summer ArtCamp • Large Conference Room and Offices 3 II. STAFF ANALYSIS The applicant is requesting a site plan modification approval for a second floor addition of 7,564 square feet,and a 356 square feet roof area.The subject application includes alteration of the existing first floor facade including wall colors and materials and upgrades to the landscaping and parking area. The proposed site plan modification was reviewed by the Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations.The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety,the Water Department, Civil and Traffic Engineering. Please see the following final DRC comments: Zoning Review C-1 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum Lot 7,300 sq. it. 132,077 (3.03 In compliance Size acres) Minimum Lot 75 ft. 404.68' In compliance Width 167.0' Front Yard 15 ft. 50+/- In compliance Rear Yard 10 ft. from property line or 10 ft. from 10' from center of In compliance center of rear alley if easement applicable additional story of the accessory building or structure. Side Yard -West None, except 10 ft. at any intersecting None In compliance street and if contiguous with any noncommercial district Side Yard - East None, except 10 ft. at any intersecting None In compliance street and if contiguous with any noncommercial district Lot Coverage Max 40% 26,045 sf(33.6%) In compliance Building Height 2 stories/35 ft. 2 stories/34 ft. In compliance Landscape Min 25% 8,292 (6.3%) Not in Open Space compliance Per the mutual agreement in 1999,the open space is a legal non conformity. 4 C-1 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Sidewalks Per Sec. 78-331 (h)(7): Pedestrian 4.9' & 5' In Compliance walkways must be a minimum of 5 ft wide, parallel to roadways and a min of 4' from edge of roadway. 1999 Agreement of Settlement and Mutual Agreement At the December 10, 1998 meeting, the Village Council approved the following Resolution No. 9-98/99: Approving an Agreement of Settlement and Mutual Release as well as a Reciprocal Overflow Parking Easement Agreement. Based on this Agreement,the landscaping was deemed in compliance with the Village of Tequesta Ordinance 377. Parking Analysis Anal sis Per the Village Code Sec. 78-705 (31): Shopping centers: One space per 250 square feet of gross leasable area (GLA). In terms of required number of parking spaces, please see the following analysis: 1. Number of Parking Spaces Existing shopping plaza square feet: 38,372 sf Required Parking Spaces: 154 spaces Number of Parking Spaces currently at the shopping plaza: 142 spaces Per the Village Code, currently, the shopping plaza has a shortage of 12 parking spaces. Proposed Lighthouse ArtCenter addition: 7,920 sf Required Parking Spaces: 32 spaces Total Shopping Plaza Square Feet with proposed addition:46,292 sq. ft. Total Shopping Plaza Required Parking Spaces: 186 spaces Number of Parking Spaces currently at the shopping plaza: 142 spaces Per the Village Code, the shopping plaza will have a total shortage of 44 parking spaces. 2. Parking Accumulation Study The Village's traffic engineer consultant(McMahon) conducted a Parking Accumulation Study to assess the actual number of parking spaces that are being utilized at the shopping plaza. The study took into consideration seasonal rate and current vacant stores. Parking accumulation data was collected at Gallery Square North on Tuesday,September 17, 2019 and Saturday, September 21, 2019 from 11:00 AM to 5:00 PM in 30-minute intervals.See attached complete parking report. Results of the parking analysis, summarized in Table 3 of the report indicate that the total parking demand for Gallery Square North is 141 parking spaces, including the uses currently in operation (calculated through parking accumulation data collection), as well as the parking requirement for the additional Lighthouse ArtCenter space and vacant retail bays (calculated by applying current Village Code). 3. Proposed Parking Agreement with Good Shepherd Episcopal Church Currently, the applicant is in the process of signing a parking agreement with Good Shepherd Episcopal Church for the use of their parking areas,driveways and drive aisles as designated Overflow 5 Parking. However,this agreement is intended for overflow parking and may only be used when there is available parking at Good Shepherd Church, which is not being used by its parishioners or users. This subject agreement needs to be executed by both owners of the Shopping Plaza parking lot.The applicant did not submit the subject document to the Village at the time this staff report is concluded. 4. Proposed Code Text Amendment—Ordinance 25-19 The Village of Tequesta zoning code provides off-street parking requirements and regulations but does not currently allow for shared parking or off-site parking, and generally does not contemplate the need for off-street parking regulation adjustments to accommodate redevelopment. Ordinance 25-19 is proposing alternative means and regulations to provide required number of parking spaces such as(1)Off-site parking;(2)Shared parking; (3)On-street parking;and(4) Reduction of required on-site,off-street parking spaces by providing a Parking Accumulation Study.See attached Ordinance. The subject village initiated Ordinance is scheduled for First Reading at the October 10, 2019 Council Meeting, the Local Planning Agency (LPA) hearing will be conducted on October 17, 2019; and, the Second Reading is scheduled for November 4, 2019 Council meeting. In summary, with regard to required number of parking spaces, historically the Gallery Square North has not being in compliance with the Village Code, with the proposed addition the parking spaces shortage is 44 spaces. Based on this analysis, the Traffic Accumulation Study demonstrates that the current parking supply meets the future shopping plaza demand including the subject second floor addition. Most importantly, the proposed Ordinance 25-19 will provide alternative means and requirements that will allow redevelopment initiatives to comply with parking requirements. Level of Service Per Division 2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service standards. Development Phases Infrastructure and building will be developed in one phase. FIRE SAFETY REVIEW The Village of Tequesta's Fire Chief James Trube and Captain William Newbern, as members of the Development Review Committee, provided comments that have been addressed by the applicant. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Fire Safety Department. BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official, Mr. Jose Rodriguez, as a member of the Development Review Committee, provided comments that have been addressed by the applicant. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. 6 LAW ENFORCEMENT REVIEW Lt.James Pike as part of the Development Review Committee review the application and has no further comments at this time. LANDSCAPE REVIEW Please see attached final review letter from Mr. Stephen Parker, ASLA, and consulting landscape architect. TRAFFIC ENGINEERING REVIEW Please see attached final review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. SEWER, DRAINAGE AND WATER REVIEW Please see attached final review letter from Mr.Thomas Jensen, P. E.from Kimley Horn, reviewed the subject application relative to the water distribution system improvements;and the proposed conceptual engineering plans are in compliance with Mr.Jensen's comments, please see attached his final review letter. III. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was published on October 7, 2019. Prior to a final site plan approval by the Village Council, the subject application will need to comply with the following: 1. Approved Special Exception Use development order by the Village Council. Since the Lighthouse ArtCenter is located in Gallery Square North. The Lighthouse ArtCenter requires approval to modify the existing Special Exception Use (Shopping Center), pursuant to Section 78-176. C-1 District (d) (2)Special Exception Uses, of the Village of Tequesta Code of Ordinances. 2. Comply with Village Parking Code. Once Ordinance 25-19 is approved at second reading;then,the Traffic Accumulation Study prepared by the Village traffic consultant can be considered as part of the subject application. The village initiated Code Text Amendment is scheduled for First Reading at the October 10, 2019 Council Meeting, the Local Planning Agency (LPA) hearing will be conducted on October 17, 2019; and, the Second Reading is scheduled for November 4, 2019 Council meeting. 7 IV. EXISTING CONDITIONS PHOTOS , LIGHTHOUSE ARTCENTER GALLERY 11 1.u;.,; ENTRANCE FII LI VLDL - -- `��' - --- • Nee; q I •• I 5gt 3 r kF Jj' r 8 }` sNi j �4 .444-,. K F c.,,,--,., erg K -i® -._ __-.1- 1 A- DI . _ r0. €e . i 6 '...i-s‘, .'' us' / :lei J-• - . -_ .//// / — sM • iiii. NM -1111111111100 _ -_-- - a... r _#..0,-; ...•••, r1 , 9 • -i = rr 1 + i 1y +J�q; . ii. 4•4(iiii (1r • r�• o- f.4 / iitf • %' r\ t ,• • TI • (f ?- . it ` i • li' may. } ,. r ' �. - _ •-•'•'''''' -,.4e- , .-:-.-fi•-•VOt• . ' ..„,,,.. i:::',.ii.,......,.7:i i.,......,....-.,:.... 10 Lance Lilly From: James Trube Sent: Tuesday, October 8, 2019 4:24 PM To: Lance Lilly; Nilsa Zacarias Cc: William Newbern; Pat Nawrocki;Jennie Disla Subject: RE: LIGHTHOUSE ARTCENTER-fire review comments They have complied with all of our request.All issues have been resolved. James B. Trube Fire Chief Tequesta Fire Rescue 561-768-0550 jtrube@ltequesta.orq Confidentiality Disclaimer: The information contained in this communication may be confidential, is intended for the use of the recipient named above, and may be legally privileged. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication, or any of Its contents, is strictly prohibited. If you received this communication in error, please resend this communication to the sender and delete the original message and any copy of it from your computer system. In addition, Florida has a very broad public records law. Most written communications to or from state or local officials regarding state or local business are considered to be public records and will be made available to the public and the media upon request. Therefore, your email message is subject to disclosure. From: Lance Lilly<Ililly@tequesta.org> Sent: Monday,October 07, 2019 3:05 PM To:William Newbern<wnewbern@tequesta.org>;James Trube<jtrube@tequesta.org> Cc: Nilsa Zacarias<nzacarias@tequesta.org> Subject: LIGHTHOUSE ARTCENTER-fire review comments Good Afternoon Chief and Cap., Please see the attached documents in regard to the Lighthouse ArtCenter's site plan modification. We would greatly appreciate it, if you could review and confirm whether your review comments have been resolved. Please provide us with your comments by tomorrow (10/8/19). Thank you, l2c/nee 1/# gitntnex Department of Community Development 1 J4CJy( JH[ ' N Mc MAHO N ASSOCIATES, 2090 Palm Beach Lakes Boulevard,Suite INC.400 C TRANSPORTATION ENGINEERS&PLANNERS West Palm Beach,FL 33409 p 561-840-8650 If561-840-8590 PRINCIPALS Joseph J.DeSantis,P.E.,PTOE John S.DePalma Casey A.Moore,P.E. Gary R.McNaughton,P.E.,PTOE Christopher J.Williams,P.E. ASSOCIATES ]EC HNIC AL MEMO RANDUJohn J.Mitchell,P.E. M R.Trent Ebersole,P.E. Matthew M.Kozsuch,P.E. Maureen Chlebek,P.E.,PTOE TO: Nilsa Zacarias, AICP Dean A.Carr,P.E. Jason T.Adams,P.E.,PTOE Village of Tequesta Christopher K.Bauer,P.E.,PTOE FO UNDER CC: R. Trent Ebersole,P.E. Joseph W.McMahon,P.E Natalia T. Lercari,P.E., LEED McMahon Associates,Inc. FROM: William A. Grieve,P.E. McMahon Associates,Inc. SUBJECT: Lighthouse Art Center-Site Plan Review McMahon Project No. M11172.17 DATE: October 1,2019 McMahon Associates, Inc. (McMahon) has completed a review of the traffic analysis for Lighthouse ArtCenter at Gallery Square North,prepared for Palm Beach County by PTC Transportation Consultants, revised September 25, 2019, and the "Site Plan Package" prepared by Bohler Engineering, Inc., revision dated September 18, 2019. McMahon has no further comments. Traffic Analysis Review All comments resolved. Site Plan Review(Traffic and Parking) McMahon conducted a review of the site plan with regard to parking and traffic circulation. The following issues did not meet the City codes: 1. Upgrade parking lot to meet Village Code Chapter 78,Article X. Comment withdrawn. 2. Provide a stop sign and stop bar at the driveways. Signs and markings shall be in conformance with all current state,county, district, and village requirements. Engineering I Planning I Design Technology mcmahonassociates.com Kimley>>>Horn • August 19, 2019 Nilsa Zacarias,AICP NZ Consultants 1851 W. lndiantown Road Suite 100 Jupiter, Florida 33458 Re: Village of Tequesta Lighthouse Art Center Conceptual Engineering Plan-DRC Review Dear Ms. Zacarias: We are in receipt of the conceptual engineering plans for the DRC Review for the above referenced project. Our comments are as follows; • We will need the Tequesta's Fire Chief concurrence on fire flow requirements, and they will also need to have a hydrant fire flow test performed. Note that depending on the Chief's requirements, the facility may need to upsize a water main to meet the required fire flow. • The plans do not depict if a fire sprinkler system will be provided, this will need to be confirmed with Tequesta's Fire Chief. If one is being provided, we will need to coordinate as to the point of connection for the fire line, or a possible water main upsize as noted above. • The current address has a 5/8-inch water meter. Based upon the proposed fixtures as shown on the floor plans, the new facility will require a 1-inch meter with a reduced pressure backflow preventer. Note that the facility will be responsible for any associated fees for the larger meter. • The existing water main that runs behind the Gallery is a 4-inch cement asbestos main. Please review and advise if you should have any questions. Very truly yours, KIMLEY- 9 RN AND ASSOCIATES, INC._ Thomas C. Jensen. P.E. ldii ey-horn.com 1920 Wekiva Way.Suite 200. West Palm Beach FL 3341 1 561 840 0853 STORMWATER MANAGEMENT REPORT for Lighthouse ArtCenter Gallery Tequesta, Florida Prepared for: McHenry Project Consultants Prepared by ENGINEERING' BoHLER 2255 Glades Road, Suite 305E Boca Raton, FL 33431 ?HER Digitally signed by Christopher , cNSF,• °F� Capellini c�: No 82025 •?; DN:c=US,o=Bohler Engineering FL * * *= LLC, -o ` ou=A01427E00000165620F78F100 0 STATE OF �(( 'CORIO?.•' \\ 004E137,cn=Christopher Capellini '/,,?NAI E" Date:2019.10.09 09:53:41 -04'00' Christopher R. Capellini, P.E. Florida Professional Engineer License No. 82025 October 4, 2019 Bohler Engineering FL, LLC 2255 Glades Road,Suite 305E Boca Raton,FL 33431 PHONE: 561.571.0280 BOHLER ENGINEERING STORMWATER NARRATIVE 2 EXISTING CONDITIONS 2 PROPOSED IMPROVEMENTS 2 CONCLUSION 3 APPENDIX A-LOCATION MAP 4 APPENDIX B-SURVEY 5 APPENDIX C-SITE PLAN 6 APPENDIX D— FEMA FLOOD ZONE MAP 7 APPENDIX E—SFWMD RAINFALL MAP 8 APPENDIX F— ICPR MODEL RESULTS 9 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE: 561.571.0280 BOH LER ENGINEERING Stormwater Narrative Existing Conditions The property is located at 373 Tequesta Drive, Tequesta, FL 33469 in Palm Beach County, FL. The total project area is approximately 3.03 acres and is currently occupied by Gallery Square North Shopping Plaza with an accompanying parking lot and landscaping. The subject site consists of interconnected inlet structures and pipes along the west side of the site, with the remainder of the site overland flowing to the south/southwest into the right-of-way. The site resides in Flood Zone "X" per FEMA Map No. 12099C0178F, dated October 5, 2017. There are no records of the existing system at the Village of Tequesta or the South Florida Water Management District. Proposed Improvements The proposed site improvements consist of the Lighthouse ArtCenter Gallery adding a second- floor addition, with the parking lot adding additional landscaping. There will be a net decrease of impervious area to the shopping plaza by 900 sf. The existing stormwater infrastructure will not be affected by the improvements to the building or lot. With the increase in open space, the existing site conditions will be slightly improved. The existing building floor elevation is 8.89 feet and will remain the same.There will be no changes to the existing grades throughout the parking lot. The water quality of the existing site is unknown but will be slightly improved with the addition of the open space. Post development land use calculations take into consideration the small increase in square footage being added to the Lighthouse ArtCenter Gallery building, along with the addition of open space in the parking lot. As shown in the following tables, the site proposes a reduction in impervious area and an increase in pervious area, thus slightly decreasing stormwater runoff. EXISTING CONDITIONS SITE DATA AREA(SQUARE FEET) AREA(ACRES) %AREA Total Site = 132,077 3.03 100% Total Building&Overhang= 41,106 0.94 31.1% Total Pavement/Sidewalk= 82,679 1.90 62.6% ----------- -------- Open Space= 8,292 0.19 6.3% Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE:561.571.0280 BOH LER PROPOSED CONDITIONS SITE DATA AREA(SQUARE FEET) AREA(ACRES) %AREA Total Site= 132,077 3.03 100% Total Building&Overhang= 41,036 0.94 31.1% Total Pavement/Sidewalk= 81,849 1.88 61.9% Total Green = 9,192 0.21 7.0% Conclusion Based on the pre versus post land use calculations, the proposed improvements are expected to have no effect on the existing stormwater management system and will slightly improve the water quality of the site. Included in this report are the SFWMD required storm events modeled in ICPR to compare the proposed conditions verse the pre-conditions. As shown in the models for each storm event, the discharge in post development slightly improve upon the existing conditions. The results confirm that the site will not be affected by the improvements proposed for the Gallery Square North Shopping Plaza. Bohier Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE:561.571.0280 EllBOH LER ENGINEERING Appendix A -Location Map Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE:561.571.0280 BOHLERr E N G I N E E R I N G ir. J., _„ , .. , , .. ., s Y ' ,' .1,44:‘ . . ...,...„ ‘ ..,...,.. ._ . _ • I ii, ': 1 p ice -�:a• h\ . r __ y. • i „s' i . , 1111-#7.. •••._;„,,,e....,15.;...,,, , ..,_ . f o s ._,,._.., Porr . .. 2 ,47". . iii.,,, .. ... _.....„. . ....,.! i .,. . .,.‘ .. i „kr: is "�r. -y4"! - .�, • 'an, arse ' ii- x iC. r m. • �� Ian : an JLI/U F34,.,... t„,,.. - • :., ,p3) i ) 1p ; 4.- .- il .. ; Mg 1 • S L: . . • r- . .. Lat....L.E•c. . ,-: \--, , 44. 44, ,it ,, , . -1-. � .. ns-Av- $dewb0o I ,: T. • - -t . . - .< - it ;. •, i©!` « r + :, i' ort. 4:- � + LiL r(I` - ✓� _. _ ' 14,,, t. 111 J' ' - n ' �— 1. p2zi ?iooigeas ,L. le 11 - AM, !.1 O1 . mi ii � �c 14.--.A , .- - Aillipt . • . _,. _ r 1 . __ , air" z art P} { i If*I . ' ,O ,-..1 . a .' i II 0 ! IT EA' —Im, .v- ;' ua �o i k '[•r Appendix B - Survey Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE: 561.571.0280 BOH LER ENGINEERING COUNTY OF PALM BEACH STATE OF FLORIDA SKETCH OF BOUNDARY SURVEY LEGAL DESCRIPTION LOTS 3 AND 4,PARCEL B OF THE RE-SUBDIWSION OF PORTION OF JUPITER IN THE PINES, SECTION"B",RECORDED IN BOOK 26,PAGE 215,OF THE PUBLIC RECORDS OF PALM FOR BEACH COUNTY,FLORIDA. TOGETHER WITH THE FOLLOWING PORTION OF LOT 5,PARCEL"6": BEGINNINGAT THE NORTHEAST CORNER SAID LOT 5; LOTS 3 AND 4 THENCE RUN WESTERLY,ALONG THE NORTH UNE OF SAID LOT 5, A DISTANCE OF 0.20 FEET; THENCENCESSOUTHERLY ALONGN A LINE THATIS THE NORTHERLY EXTENSION OF THE EASTERLY FACE OF AN EXISTING C.B.S.BUILDING AND ALONG SAID FACE AND ALONG A LINE THAT IS THE SOUTHERLY EXTENSION OF SAID FACE,TO THE SOUTH LINE OF SAID LOT 5; THENCE EASTERLY,ALONG SAID SOUTH LINE,A DISTANCE OF 0.29 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE LIGHTHOUSE ART CENTER PARCELTO THE ST CO IDENTIFICATION RTHERLY NNUM NUMG THE BER: 5SAID 0 L002OT 50030DISTANCE OF 100.00 FEET SURVEY REPORT: 1.THIS IS A BOUNDARY SURVEY,PREPARED IN ACCORDANCE WITH THE APPLICABLE \‘'. PORTIONS OF THE STANDARDS OF PRACTICE SET FORTH IN RULE 5J-17.051 THROUGH % 5J-17.053,FLORIDA ADMINISTRATIVE CODE. THE FIELD WORK WAS COMPLETED ON JULY 3,2019. 2.THE SURVEY WAS BASED ON A RESUBDIVISION OF A PORTION OF JUPITER IN THE PINES, PLAT BOOK 26,PAGE 215. SITE 3.BEARINGS ARE BASED ON NOOT7'36"W(PLAT)ALONG THE EAST R/W OF SEABROOK ROAD. InTLQUESTA MK4.THE LEGAL DESCRIPTION IS RECORDED IN OFFICIAL RECORD BOOK 29952 PAGE 662. \ 5.AREA=10,024 SQUARE FEET,MORE OR LESS. 6.BROWN&PHILLIPS,INC.HAS REVIEWED A FURNISHED TITLE CHAIN; FILE NUMBER 10319.05001; CLIENT NAME: LIGHTHOUSE ARTCENTER,INC.; DATED MAY 28,2019. ITEMS DIRECTLY IMPACTING THE SUBJECT PROPERTY ARE NOTED ON THE SKETCH OF SURVEY. ,-..roNO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY BROWN&PHILLIPS,INC. 'I� THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF PALM BEACH COUNTY. 7.ALL DISTANCES ARE MEASURED UNLESS NOTED OTHERWISE. VICINITY MAP B.THE CURRENT USE OF THE SUBJECT PROPERTY IS COMMERCIAL. NOT TO SCALE 9.ALL HELD-MEASURED CONTROL MEASUREMENTS EXCEEDED AN ACCURACY OF 1:7,500. 10.THE CONTRACTED PURPOSE OF THIS SURVEY IS FOR MUNICIPAL PERMIT. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 11.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARSES. 12.THIS SURVEY WAS PREPARED FOR THE PARSES LISTED BELOW AND IS NOT ASSIGNABLE: -BOHLER ENGINEERING -LIGHTHOUSE ART CENTER,INC. 13.THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20',ON A 24"x 36"SHEET. 14.SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATION. 15.NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY. ABBREVIATIONS: P.O.C.- POINT OF COMMENCEMENT (0)-DEED DIMENSION WM-WATER MAIN 16.ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, P.O.B.-POINT OF BEGINNING (M)-MEASURED DIMENSION TOW-TOP OF WALL AND ARE REFERENCED TO PALM BEACH COUNTY BENCHMARK 2 29.130MST, P.B.-PLAT BOOK INV-INVERT ORB-OFFICIAL RECORD BOOK IR- IRON CENTERLINEDDIP-DUCTILE IRON PIPE ELEVATION=27.62. IR-IRON ROD O D.B.-DEED BOOK PVC-POLYVINYL CHLORIDE PIPE 17.x O. DENOTES SPOT ELEVATION,REFERENCED TO NORTH AMERICAN VERTICAL DATUM IR/C-IRON ROD WITH CAP AS NOTED OF 1988. PG.-PAGE CMP-CORRUGATED METAL PIPE R/W-RIGHT-OF-WAY C.M.-4"x4"CONCRETE MONUMENT CONC-CONCRETE R-RADIUS PRM-PERMANENT REFERENCE MONUMENT MON-MONUMENT 18.FLOOD ZONE INFORMATION OBTAINED FROM PALM BEACH COUNTY WEBSITE: PCP-PERMANENT CONTROL POINT A-CENTRAL ANGLE RCP-REINFORCED CONCRETE PIPE "h Up://maps.co.palm-beach.I.us/cwgis/?app=800dzones"; 2. A-ARC LENGTH N/D-NAIL&DISK HDPE-HIGH DENSITY POLYETHYLENE PIPE EFFECTIVE FLOOD ZONEOCTOBER 2017): X U.E.-UTILITY EASEMENT PK-PARKER KALON EL.-ELEVATION ZONE( G D.E.-DRAINAGE EASEMENT NAD-NORTH AMERICAN DATUM 19.© COPYRIGHT 2019 BY BROWN&PHILLIPS,INC. a (P)- -PLAT DIMENSION NAV)-NORTH AMERICAN VERTICAL DATUM r (C)-CALCULATED DIMENSION LB-LICENSED BUSINESS REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND STAMP,OR A DIGITALLY VERIFIED ELECTRONIC SIGNATURE AND SEAL,OF A BASED ON PLAT DATA FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY BROWN&PHILLIPS,INC. 9 I DATE REVISIONS # DRAWN: JAO/MB PROJ. No. 19-065 INC. 8-7-19 Per 8/1 comments 1 BROWN & PHILLIPS, VCHECKED: JEP SCALE: 1"=20' JOHN E.PHILLIPS III PROFESSIONAL SURVEYING SERVICES F.B. JUPITER DATE: JULY 2019 S PROFESSIONAL LAND AOF FLORIDA No.4826o DATE:_ g CERTIFICATE OF AUTHORIZATION # LB 6473 PAGES: 55 65 SHEET 1 OF 2 1860 OLD OKEECHOBEE ROAD, SUITE 509, WEST PALM BEACH, FLORIDA 33409 561-615-3988, 615-3991 FAX a — ....;11;_ TR I MANHOLE z r X11 - B a RIM EL 8.89 0 ,N "' ,L 6 Oh ,y6 C� a1• 6"CONCRETE CURB \p. 8 m N ? PARCEL"9" w -: o -"EP, 8 m) LOT 4 M w O \ 0. a 9.77 \p. 10.57 \O' � z - N a : „;`1, 8' UNPLATTED-GOOD SHEPARD EPISCOPAL CHURCH- 60-42-1-25-00-000-5110 moo\ 6`.C<N7CRETE SIOEWAUC I N00'17'36"W o'• ELECTRIC `'� �, 9.67 1' a 18 O. Q EAST UNE OF LOT 5 100.00' o z CONCRETE METER BOX 4, 14" \o- S CATCH BASIN WALKWAY CONCRETE SLAB 1 0 `L ,06 O \Q \ \ SE'S 8" _ 3• LOT LINE PER ORB 29952 PG.fi62 s h 0° O h 0 0 '•' p1 a ' r UNDERGROUND GRATE EL.4.38 ?6'oma/ ryh WITH ATIa BOX 1' °�'" 0.20'D O• r r' \ .R .O' \' 2 a 24" 8 ELECTRIC BOX M`� 50074'30"E 100.00' � .h' NORTH LINE OF PARCEL"B" r� »,�2•• � 19•• £r"� m^ 0 NORTH LINE OF PARCEL°B° le•� °y 12 - _ `�+' his: � a o q0g'� ado ___ e� -" I� 6'U.E.(P.8.26 PG.18) 105'(P) 1,yh . '°`"4' 50'(P) 6'U.E.(P.B 6 1 .8) 0'(P)9.80'(C) \O�-' N89'S3'43"E 100.20', .• 50') "10.0 50'(P) \ 45'0,1," "“: •i`�n LOT 5 CATCH BASIN " a� - yl • „ z :4 a •,oP um unN>ExAwce,7 ".7 6'HIGH PLASTIC WATER UNE �3'x 2.T — Is, a PARCEL"B" a m GRATE EL.4.29 y'V I AT&TBOX FLUSH 20'EASEMENT 2'x 1' -9. / 50'(P) PUBLIC UTNTXS'PER P.8.26 PG.25) 4 1,•' ' `" r 14'ASPHALT ALLEY "4. 4 \h .. 8 CO CRETE WALL (P.B.26 P0•215) CaCRETE� 1h . \ FAUCET 01 FENCE / \; �•• UTILITY BOX I 1a• '{�• oz, �, �:.. CI :r 4'RIGH WOOD FENCE RR�M. ,4 FAUCET "m B@O GA 9 e • • a SANITARY MANHOLE h.0 6 AiPSTER .�• .7-8J, • ()O� ////./ - - ///// //i, / ,,, LANTER / / / NISH /// / E/R§ /ALE , • :, vim p+1 'S` `i 1rJ CABLE BOX RE E. rl _ y PROPERTY LINE DETAIL ��,�T(� ',.,,,,,// // /� / L 8' •-� �' �9 w ELECTRIC RIM EL.5.09 / ////// / / //////// hr? / /// //././!1//////, /,f //.7'/ e' ya �/7 //• METER I - / ,///,•-z/ • /////,%//---•-',2•••• •-.. //// /..///,;./. .,;‘ /////� •a // / // /// © .gv . -/;/ .:; ,,,,,,/,,,,/,,, ,:,;//_</ -,/,,,,/...,/„ , <:; -/// :/ • / / / / /,,,,/... i/ t A , /,/ / / w BOx / I��[� ' �p��1r / / ,!q � / (SCALE EXAGGERATED FOR CLARITY) �� v ( ')0 5.431 - . / W11///////////(/ / 1';'N .i ///////// //////// 26 // ,14 USX/IiY`T/ T i .9"► • , /L`QN�R�iT�iSLI('/// .1 alp • h. ,L y6H- // / k,„i .'.�.i /% /////// /// /// : / / . .�mt // / a G3 p� / / y ///////P / T'' . V / / . ' / 1: r/////!;-2/< _<////////-;/,-;/ f;// /////5, a g 6- / -/// ,ice f6,7,///// :,-////!//7// ,///////-////,/ _// -///// / // / // / /�. //// /�' / ,,yg-� / 'P! / / �JTE /�// �"/oNCRS // °`°' �4 B7 3r)'14,.. ..r.,.// /// /j// /////c7/1:'' .�I ///P./// /// ��444000z.i9gl --2.E L'' �// /// / /; j f//j/// /� 60- -/E25�<1,0/002�Sx:[0/j/C/E g�� /�i07, s r /co op // / / / 0,6,//j / ,Fo/29,952P )//,tea'-/� // /!/ //, / /////, OR 2985z'PR`,.8 // /,;,,6,/,// ag1 I �� <' 62 / 1E x////,/// ��11 '49�I� //�T // ////l,%far/.. / /s'= $ /',- -/4//�'/ / /743///z, ?,%//�y� // - ,/ 1.' .� EN I A, z �//Ss VUNITS// / / /; PY`N, / // / /////// ' '///// //// //////'// , r // //// /, / , / V*,' E o 0,'S �:t�m 82. ///,,,,t/8,// /// /�L7� I � �/� ',//' / /,/ �,/:a/�� I(/ ////%' ////�//////////' //z'////��, ///,H ry O 41 5 Z a pC to 6 E z z 5.99 ler /// 2-.x 1 -I',////. / / / // / /// / / 0 24' • o < / / , / / / FiO-EUMN:. // , / , / // /// / // ,/,,,,/ , / /- / / ,9RI .L j It' 0 ////// / /' //// //,z/ //, ////// //// ///// // /;//;,,z/;// / , //// // /, � 4 a SANITARY ,a0 -: 10 w .. /� G�/// �, .//,// .pR14EWAY / / i / // /// / //z/ ,,,,C MANHOLE { c.�6,0 1/0D,/FE/// /�/,;/ EASEMENTf / / /// / / //� .,fv(PY [f//,'vC�/// / • / //'°`i 4�4 RIM EL 5.00 .< '. ://-/7/ „///// '/// V % 50" '111s - --1■ M": P 1 r 011Vvi �"Y� a' 40' " 6.30 5.,,e, //',///L/,017// //: /P L/,'/ '/// O6` ` = .29 i) . 9'5343-'`,t 02 .,�9.CONCRETE.SDEWAL,K Oav q '77 g9 0,. a0 4.70 •- 6.49 fi 4a•/'/////�/l/01 7//�'//// 1� ( OUND 8•z 8•_. .••.MAIT _. '�o- .` .)q -Ka a. F 0 S.. OUND N/D -`Err'��, //(4g '$X45 2 00'O //, . 4'YELLOW LINE NORTH OVER R Q Q 3 NO LD.) !"L84431" COLUMN �, 0 10 20 20 1 1. .9j o o: '> 4" , /•,�/I-y�o'�T//// ///// 20u ( PICAL) BLUE UNE411/ IBJ 1 •a ,�a0 -1.00'EAST _` T� –•°i m a / ///',//////%/// / ,. vO /d, O5 <7' h0 0, 5h 10 ,cP B/ 7,, tiO 4"WHITE UNE 4"WHITE SCALE: 1" = 20' II l o 1 s6 � -,, n�/w//' / I" > /� ,�e�1 _ a 0p v /�/ � LINE w y 9 15,A^ /, / a A 4"WHITE LME ) •4 0 - 1. 4 � b M - ti� / , / NG- / \ O`V Oa �. ,1.� \ 2 Sa"1• 12"�"^ i/4• Op 6 X64' h "0,?` 60 O a / / / // // 3 1` ..,.: ti w� Al' i 0 -. Az Go- �_ .' wO 0 WPC,' t)3 h. in �o it /////j"F/" jL"Y"`It"j j6Y/////g st,•, 12 ��I s i .48 I h 72 97 •0 M B4 4•BLUE UNE CATCH BASIN a' to;� - rn 'L' / // _ ... . / //// /////////,�a II _ s 4'BLUE UNE, = o m 8"CONCRETE i1I GRATE EL.4.17 e l v CuFs r o ir 689 'Y/ /// ////,,/, �j�/// .1 - I-g !, 1 , o RE 17, n o z // L0��1 �R/oRU 30 RG 30/ ' 14'BLUE UNE - - - E 10 a E, z „T,25.,§4ASO '( / - 4"WHITE UN - LEGEND a� 1 0 60 66 m / , / 9 /26"W/105, ///,///,, ,-:,-^, /� (TYPICAL) ', ¢ BOLLARD ao Z "a. In / ///4.6:9•0.4-3:t/(S 0 '(P) l 5 (y( 2090'(C)� FOUND PARKING AREA ,•,5°,a w a CLEANOUT I n o r wpm? • . RONC yE/ 5 UUyiifE/ T/8/� / N/D FOUR? (SUBJECT TO RECIPROCAL OVERFLOW PARKING) - o?N n WA�A'/ �� ////// // ///// _ N __ _ _ AGREEMENT ORB 116 cwi z CONCRETE LIGHT POLE (c} 0 9 - 9tCR�TE/• / /'� //,// 1 DOUBLE WHITE A RESUBDIVISION OF A PORTION DOUBLE WHITE 3 a O i o Ngo\ ' ' / / / `6 '_", \ OF JUPITER IN THE PINES e a m.,0 ELECTRIC BOX m `h°' 1 00 =�/ //,,/C�,�//�// // - - SECTION"B" UNE(TYPICAL) . o-m E' \k1\ h 0 / ////Y^RCCL' / /- / / "� -- - - ICS) PLAT BOOK 26,PAGE 215 --- r- FV- METAL LIGHT POLE G!} UNE TYP ' p1g 96 ,LOT/// /// - YELLg GUY ANCHOR W° I 666 -` 'D�CR /// // / /// 4• __ SET MAG NAIL. 2,-_' a / / G AND TN TAB MONITOR WELL YELLOW u _ ' 8` /%/ /// � S6 DOUBLE WHITE la a z 2'x 2 ® / /moi ti BENCHMARK v �m s NDERGRGIND G'8 �I //// /// ///�/ h '.,{ _- -- EL 6.74' _._ UNE(TYPICAL) N GREASE TRAP Q -4- IN a' lag\coq UV " ba I.fir /j/ �// _ __ "6 •1� TYPICAL UNE 1`a`V -- 00 �0 BO 8„ / / ... 6 4 WHI El , E� •� RHK/ / // //// •.� �? ( _.-- -- _. 12"CONCRETE WALL- SIGN WATER METER 24.1' " : p h / /// '/// /,- ///' -. _--_ W D POWER POLE // // /,//• _ 4 WHITE UNE - _._ - s� ;L/ANTEI('/ / // DOUBLE WHITE -- - OAK TREE / / - (TYPICAL) LME(TYI�ICAL) y as1�J ss / // / '; / s°x 16" PALM TREE "if r LIMN I CONCRETE SLAB 645 -. /// //////// TYPICAL) 1 _. ___ _ - UNKNOWN TREE +a WITH UTILITY BOX h-- /"' / /-. // �// 1 s ® //�/ ////%///�� DOUBLE WHITE P zRI /, LINE BRICK PAVERS a�9 'a� "aho .16,4 c 2I o ;-.////// // '.. 1a „t 60� ?2, ho 0vp 'hh e1? �6J a ^"�,1'1v BUILDING I / • .,. , } O 6;'a� a2`p• 7.27 4 1• -. '-_ 6 __. J 69 " 0 ''' ah = far CONCRETE l 5 .4/ ,F4' _. 12 �. 6'CONCRETE CUR: I CONCRETE 62 6)R 663 ..g4 698 1'?h �, 1 X60 ASPHALT 6"CONCRETE SIDEWALK 6"CONCRETE CURB 3'x 4' • a LOT 10 CURB(rm.) FIRE HYDRANT b UNDERGROUND $ I " < 'ti6 h AO 6"CONCRETE IRRIGATION VALVE 10 ELECTRIC BOX 00:1:25'BLDG. s BRICK = .o'\ CURB(TIP.) qA CONCRETE SLAB rc 1' MAILBOX m I ��'r SETBACK .I BRICK COLUMN +� 0h 6 ) ?60" ) ?) 4 \(P.B.26 PG 215) 0 6? COLUMN t 6.41 h- a \ '99�� 90 [fp_ •\h ,� •6 6 43 aD` 8"IONCRETE C,�r0� 741 E 67g/ '�h0 9GN X06( + �,a E I{ i 1) iI I B" METAL TRAFFIC SIGN POST 1:08/ 0 \h o - I 11 I SEWER VALVE W uT1UTY q WALL(TYPICAL} r. 6. -�. ,o I I EJ `J BOX 2 ! a'Ss\�I c.. OVERHANG 'e' ,o`"• `,1.' 7AG'I.E 4I ; • FLAG POLE ; i g= - : 7 ( WATER VALVE pp v1' 5,. r.-.- ^ ^ 41 �7� 'h0 ` 6.0. WEST(P)295, © 1 01 1. 1 6/Il�AG5 GENERATOR •5A it. IH J (� 105 I (-- \s, / \ _ / \ _ 4 18 SS•q 1 IAN 11 - 28 5 CONS;REIE.SlDEWAU< 22 c , 24" -. 13.TESTTAAEROAD/EL STA DRIVEPOORTAL(P926 PJ1I AS SET MAG NAIL 4• S60 568 11 1\� // Ag A' I BENCHMARKL.= 2'CONCRETE CURB / 1.4'WIDE BRICK '06 ''46 hpa __�,l. aAND GUTTER WALL(TYPICAL) s6 6 -_ ? 4'''''' \2'CONCRETE CURB •s' 1�2"FLUSH CONCRETE CURB – – N90'00'00"E(P) TEQUESTA DRIVE AND GUTTER `s TEQUESTA ROAD (PLAT) s DATE REVISIONS # DRAWN: JAO/MB PROJ. No. 19-065 SKETCH OF LOTS 3 - 4 CHECKED: JEP _ SCALE: 1"=20' BROWN & PHILLIPS, INC. LIGHTHOUSE PROFESSIONAL SURVEYING SERVICES BOUNDARY SURVEY F.B. JUPITER DATE: JULY 2019 gCERTIFICATE OF AUTHORIZATION # LB 6473 ART CENTER 1860 OLD OKEECHOBEE ROAD, SUITE 509, WEST PALM BEACH, FLORIDA 33409 561-615-3988 PAGES: 55-65 SHEET 2 OF 2 Appendix C - Site Plan Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE:561.571.0280 9 B O H L E R ENGINEERING 1 • SITE DATA: _�/ C7 PROPERTY OWNER(S): I LIGHTHOUSE ARTCENTER INC. F•Li Z /y SITE ADDRESS(8): 373 TEQUESTA DR.,TEQUESTA FL 33168 (7 a 1 w Z W 2 12 PARCEL ID NO(S): 60.42.40-25.10.002-0030 8 PORTION OF W U Z-Z N U 8 6042.40.25-10-000.0010 Z w I-U.w> W w0WU_UW i Lf, wM z»L'o¢w 53 • ENGINEER: BOHLER ENGINEERING j Z U J N p 'Jpae it 2255 GLADES ROAD.SUITE 305E ZyWZZFF 3 BOCA RATO4,FL 33431 00 OZ i QFO ii PROPOSED USE: I COMMERCIAL W > y d Qa SHOPPING PLAZA 1 STRUCTURE WITH PROPOSED 2ND NUMBER OF STRUCTURES: W 1i STORY ADDITION F N65 EXISTING ZONING: C-1:NEIGHBORHOOD COMMERCIALp PROPOSED ZONING: C-1:NEIGHBORHOOD COMMERCIAL 20'EASEMENT(F04 THE FUTURE LAND USE: COMMERCIAL 715E OF AND MIWTEKWCE FEMA FLOOD ZONE: THIS SITE IS LOCATED WITHIN FLOOD ZONE IC PER FEMA GVMIG R-1 SNGLE FM0.Y 01NRLING d3TRICT\ OF P(/BL/0 U]XB1E5'PER ONNG:C-1 CONYERGN. QU:OTHERPUBLIC FACRIUES /1 P.026 P02)5J MAP N0.12099C0178F,DATED OCTOBER 5,2017 REVISIONS , CAROM SLD:CONMERCUL LF OTNER% FACT REV DATE 1 COMMENT OEM re — -- -- -- ---- BUILDING SETBACK: REQUIRED PROVIDED 1 0318-19 DRC COMMENTS SIAM EIIST I E DRIVE -- -- - FRONT ITSUM 350' SURF 2 1064-19 ORC COMMENTS SIDE �_ _6' ((P826 P018)__ 6'U.E.(P.B16 P61BJ El SIDE(AT INTERSECTIONS) NONE NONE APP 10'FASEYfM —_ - — 10 x25' (P.B26 REAR(FROM PROPERTY LINE OR CENTER P6215) 1� n-= AI OF REAR ALLEY) 10' 10' x X i AREA CALCULATIONS: SF AC A TOTAL SITE AREA 132.077 363 ONNILERGAL /l-rRU:CC CiWIIERCONCLLL \`1j LIGHTHOUSE TOTAL IMPERVIOUS AREA 122.885 I.IICONMERCIAI / ARTCENTER GALLERY2.82 Q.6 PROPOSED BUILDING LIGHTHOUSE ARTCENTER BUILDING AREA 1ST FLOOR=7,3595F (INCLUDES DMT COMMONS.ALSO OWNED 11.454 026 % 107 7 107 6 LOT.`Toss 2ND FLOOR=7.564 SF L012 LOT 1 I ) 7074)BC20A'C TOTAL&MGYAC 911:5:'.'„.102 ROW 1005E ARTA 7,880 SF TOTAL 3,7425E 3413 SF TOTAL=15.2SSF TOTAL BULLING I 10TAL&WOW5o7orr LA VIA DI DIO BUILDING AREA(REMAINING AREA 2587 SF AREA 2501 SF 27,123 FFE=881 BUILDINGS IN SHOPPING CENTER) 0.62 Tie*uu cc.�v=..xacss�vcnrcO e,xEe.xzc, REMAINING IMPERVIOUS AREA 84308 1.93 -- -- 0 - DRIVEWAY -- TOTAL PERVIOUS AREA 9,192 0.21 811 - w m �_ 1Idibillhabill � STRIPING(Tw) ALLOWABLE PROPOSED XnvxMlai5 below. B 8 11 R Ip f 1 )J / y' •.•SAWCUT MAX BUILDING HEIGHT: 2STORIES/35' 2STORIES/34' Call sem NORTH DOV ROAD T_% FROP4'WHITE RELOCATED IDA MING FBEIwwIE ,((� /I°4i ALWAYS CALL 811 DO YER II' -- --I SI01 NG(TVP) NHEELSi0P5 AND ' STRIPING(MEETS -PROP FRE SIGN PER 'ry LOCATEDAM REQUIRED PROVIDED 111561115 311LL811. SINS(tYP) XFPAI STANDARDS) NEPA ISTPNOPADS'HO 9. DMTCOApNS I-_ \ II PARKING FRE LANE' PROPP ,B I ACCFSIBLEDAI(TWT MAXIMUM LOT COVERAGE 1 RTLOCATED NI EEL YELLOW FRE/ STOP BUILDINGS&OVERHANG: 40% MA% 107 B 707,1 00NaN0 O�_�;)�_`_� 1 ISSUED FOR MUNICIPAL& , 3 AREA 3,890 SF 125' 'y I LANE STRIPING ,? y4. PROP AM TOTAL IMPERVIOUS AREA 75% 93% ',411 J STRIPING(PIP) -- -- -- i8S 114111A,'Q MINIMUM OPEN SPACE: 25% 7.0% AGENCY REVIEW&APPROVAL 6'. 17 IS �� RB.Z I 18' 1B' 2I.g IB' IB' 28.3' 18' 18' 2b' IB' I , I -i °°� 1I[= I►e N To T ' �. STRIPING(11P) LANDSCAPE BUFFER: PROJECT Na.: fLB180019 PROFI'WMTE� FRONT DRAWN BY: SMM 10' 4.22(VARIES THROUGHOUT) CHECKED BY: APL T CAD I.D.: SSP 18 1 STRIPRG(T/P) SIDE(EAST) 5. (1- DATE: 10-09-2N9 'I I, SIDE(WEST) 5' a vS E S' PROJECT: LOT 9 "6Pd'BICE REAR TOTAL 19 �l�r�� STRIPING P -Nye.- \/ \/ \�\/ \� \/ \� PROP. AREA 4,678 SF \ J ■ O 0 0 ® 0 -` 0 12 15T • PRI STANDARD PER r) I PARKING GRPLAZENENT8: Q DOCUMENTS NFPAOP FIRE ROS RW I •-CP WNERSTOPS E PLAN PARpNG FIRE LAME' PROP / PP) SHOPPING PLAZA:1 SPACE 1250 S.F.GLA P4g COMPACT \ �jKING --OP COMPACT ECU:PUBLIC BUILDINGS •.GROUNDS OWNER REQUIRED PARKING PROVIDED PARKING L OMPHOT PAINED' FLU:PUBLIC SOWINGS 7GRD .• FOR NG C-1 COIYMERCIAL II' NARIOHCS(IYP) _([,358 SF MC RENOVATED ECU:CCYUERCIAI I SIGNS(EYP)H. `s I/ 111 18 1ST FLOOR).7.564 SF(LAC L IB' 18' 18' I SANG PROPOSED 2ND FLOOR MCHENRY LOT 10 �� �'� 18 m LIGHTHOUSEARTCENTER(ICLUDESDMT ADDITION).356 SF(LAC PROJECT `75'&LU^.TOTAL BULLWC T r T/4 T = COMMONS,ALSO OWNED BY LAC) PROPOSED ROOF ACCESS). 5 vf(PB. 5 SF y, �9N �y 1 L 1 I I�� 1 4i�I 3.890 SF(EXISTING DNT CONSULTANTS COMMONS)/250 SF=76.67 1 11 �\ N' 'M a I;� SPACES=775PACE5 \1 =27,123 5F/250 5F=108.49 PROPOSED '• — WHEELSTEOPS ITYPI LA VIA DI NO,LLC. SPACES=las SPACES DEVELOPMENT /•� ` 'LOCATED AOA �.. TOTALSPACESPARKING HANDICAP AND 180 SPACES 142 SPACES 373 TEQUESTA DR. SINOPWGEISWSAXp �. 18' � SAWCUi COMPACT PARKING SPACES) 004 PROP 12.WHITE Tm 9Y /, .• TEQUESTA.FL 33469 .10', STOP 5AR 10' f 7= 'SIT'N'S PALM BEACH COUNTY REQUIRED PROVIDED 1�1 \ ^_r SIGNS(TVPI HANDICAP PARKING(PER ADA 0 m 20.4' REQUIREMENTS.REWIRED HANDICAP s - 5 P8 _ 10 ..�' PARKING BASED OFF THE 186 TOTAL 6 8 B OH L E R Q s - REQUIRED SPACES): �_--L __ ___. _ - N�MMN.NM - wvwvwv..w.r+v.v=.. ` yIV -_--- - -- - F.N G i N E E R i\G ^ia ALLOWED PROVIDED W 'u .,51 523 a �U COMPACT PARKING SPACES(PER THE 2255 GLADES ROAD,SUITE 305E DEVELOPMENT CODE.25%OF REQUIRED .S SPACES= 4 SPACES Phone' (561)571-0280 ;/] 35 OTIN STA LAND =142 X25%.3535 SPACES BOCA RATON,FLORIDA 33431 PARKING SPACES CAN BE COMPACT Fax: (561)571-0281 PARKING SPACES) FLORMSITE DATA AND SITE PLAN NOTES I,AVM No 10130 LANDSN�PGFPTI IF. �4 • 1. THE AREAS ABOVE ME CALCULATED FROM THE FINAL SURVEY AND REPRESENT THE BUILDING FOOTPRINTS. 1 ��/.� TEQUESTA DRIVE 2. THE CIRCLES IN THE TOTAL PARKING FOR TRO SSIITE CONSISTS 0G ROWS 542 SPACES INCLUDING THE 6 HANDICNT THE TOTAL SPACES THAT EACH PARKING SPACES AND p4 COMPACTS \Sl CCEN..'., '' PARKING SPACES). ....0 BF•.•.--... 3. THE EXISTING PARKING STRIPING HAS BEEN UPDATED TO REFLECT THE LATEST FIELD CONDITIONS. ' No.82025 4. ALL MODIFIED PARKING SPACES SHALL FOLLOW THE PROPOSED HANDICAP SPACE,STANDARD PARKING SPACE * * - * AND COMPACT PARKING SPACE DETAIL LOCATED ON SHEET 0.901.THE EXISTING PARKING SPACE DETAIL SHOWN STATE OF .11,i r - - ON C-901 REPRESENTS THE EXISTING PARKING SPACES ONL r LONNG:C1 COW1ERCi -''-,,s'- ELU:CON.IERCIAL '•_f�\7 LONNG:CI COMNERG.LL IOCO'A11:RCIN / /ECU:CONNERCN \1 i s ....... �lernneMRaM l ELu:LOW CENsInluaxwuusAD.usPER ACRE) LIGHTHOUSE ARTCENTER '',, SioNA1 U:LOWDENSIiY1NANMY 5.4 D.U.5 PER ACRE GALLERY INFORMATION: NUMBER OF EMPLOYEES:10 FULL-TIME AND SPURT-TIME SHEET TITLE: T. ADDITIONAL CLASSROOMS:45 PEOPLE /' S,\ YEARLY GUESTS:20.000 PEOPLE SITE w ��(�� E -�� HOURS OF OPERATION:M-F 10:00 AM-4:00 PM PLAN a I \`'r / SAT 10:00 AM-2'00 PM CHRISTOPHER CAPELLINI,STATE OF FLORIDA, ` PROFESSIONAL.ENGINEER.LICENSE NO.82025 F.S SHEET NUMBER. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY 1� CHRISTOPHERCAPELLINI,PE.ON 0&/09/2019 USING ASHA C-3l,��f�L II I'JL ' AUTHENTICATION CODE. �1Y ) PRINTED COPIES OF E NOT I 30 15 ].� 30 MUST BE VERIFIED ONHIANYE ECTRONIMC DOPIES.ONSIDEREO ( REVISION 2-10-04.19 I I SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE =3D' 1 Appendix D — FEMA FLOOD ZONE MAP Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE: 561.571.0280 BOHLER NL m" L. 71 ¢ ¢ R o r, " c .E a co o' m Z •Emif:6- E > mm m e= z > O U aO EO co 0 R •NJ m N L L E co • R 32 N LL a c VI c y = _ UD 3y w y� "v = = 2 `a Q vv ° RD $ H o == °� = d ° 3a E aom oHaEdf > u Ooc = = aR o € _ Qc = L_ 'TO'COO L.. E 2,<1:1:5.2 ))--o«a 2u L ONL ¢ ry Ox v xa i9 ° a 3 c d m O." .cL 4- v Nm7.) '' E ° co o m ? a > m o Na m « oLodao .O L 2 c ° . 2 n • 2 c 8. t > 2 m N R > co w .0 LL m O0 -o R R O = NL yLjcc LL .1 _. Nw U L i > N y .0 m i a 2 c E 0 o i E▪ C.: •=oc.c o2os. •O Rx d W dd bO2lR L ") ' a U Q p 9 a 5 c E 2 L E o Ef L p ° R2 a a0 C E L > ° cU0WoL '/ o a6 c , a RO 2 .0 L CO OG to 0 g e L R -8 -I 2 'O ° aRp ZLLL nR > EE °n RQO T oCNN cO Lu- = U Y coRaG RyR O T• a z' E Ly 0 m7,W O = = .0 U tL „IL Y L p V 0 1- ° N 1- RR O .Ra L L L y0'L d >p•‘-1 N ° ° a aw R ' QLL3QRL L V 3d 3 ` o d n YLiO Lrm w R .51' a T•o•> ua ; LNR'2 R L R 9cy RQm3e, C Y L c LmNci d L = R R R wL = > :8. aL+ N L E2, R •2- 'OT .qpOE VIUy ¢, LN •C9 LodLooccNL Ul1C O 3N ¢ o-6 ii WL ¢3 ¢ ' it ¢ L3 v3Ug Uax o z 6 .°�Lz woa O L1 E•> f, 5a�,� N • Iii I t. ) t ( w ®A Led N n � ^ ' ftLtOht CD L0C{ >2 i 6 1 Zd •'' R -a = 0 -6.• 03 N L O SiLti 2E aQ oaCo '0_ °. LL Wam • 11111) L ° ELco u. aa 2E028 V . vow ^ 0rEm0) ¢ a ca p 5E2 a 4 c CD w5 at ix 0 xH a H m F 3 a v°LL N dW 0 I-LL 0 nx 0 80°5'20.81"W q .o::ynr' t :• 4' *ow 4 iit *114 t �4. ,mFO 01 iir'R40 ki)1,1441", t t s Lo Q cD w ory4e#,Air off_ .. „. /1" ‘,.. , . ie, 441itt w Ur' Ca tlib 7 h t L S* F. Z .. sip t3 - U/" l 8 ,, s o is J �. da , «3 O -iii 1. ,_ ,,,,,, # 7 . ,4 , 4 , I,. IP ,' , : 9. 4 .-' or . ,,. lin , "-w i w'Q # I I{ r 6. J f r '� OW' i'�.1" .�ti=/,`;41 t 1 '© ,,,tom - ,...vim '. 41 73 C 1 Z1� 1 '4L U_ a r ' e ,...1 . 1 w Y /lr1 "---.10"r2-.z7 _,,J ' O J' Ir` rr�� 1�,` h l t i ,moi ' � o . LO '� 4 - I. t4 at 1 f t 1 --,.� 1�'--� � �.- '�..i. 1. '-`'-•ti ry-, 1.:f v �.,i (!- t.,Y,~ •,,••^+- --'• 1 1 (F�iC 1. L_ U I S - { 'L. L- r1 0 N 1 iJf io t Jib L:2'..),.. � APPENDIX E - SFWMD RAINFALL MAP Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE: 561,571.0280 BOH LER ENGINEERING ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II Effective: MAY 22, 2016 — rIri ,1 T L .f•A' TIG aI /�i , ,j I L1cEa . � M 4 \+ it e \I 9 rP. 1 04414, 1 ' L, 7 N __ _I_ _ _ _ lii_ ill.. kik, k il ' -k-ij ------- L_ - .„ FT. PIERCE r ithipilliOtes C�'1 S1URA? 1 !CSITE LOCATION Ni"..-J-. - al - .r.it( Si,ArAir Ilk Wili. aci 111 JUP1?'ER t. nest •PALM 0E4C41 11104 111 11 10. a- 1611k 1 �� E ....7.,i, Igili I itri • ; ,y.1;BOCA RAT9N NAPLES ! r 14,1_2MR9ALE ISH‘Illik -"t'• 61.1111." ir All,,,,,1 „"i� twu1 B v t A . f S AO }< IJWtT r 1I ICES t i 0 M 1LE5 30 20 Co e FIGURE C-5. 1-DAY RAINFALL: 25-YEAR RETURN PERIOD A-15 APPENDIX F - ICPR MODEL RESULTS Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE:561.571.0280 BOH LER ENGINEERING LAC Pre-Development Report 1 Curve Number:Set 1[Set] Land Cover Zone Soil Zone Curve Number[dec] Impervious 98.0 Open Space A 39.0 • ■ Manual Basin:Basin A Scenario: Scenariol Node: Outfall 98 Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name Crop Coeficient Reference ET Zone Station 2.8400 Impervious 0.1900 Open Space A Comment: • ■ Manual Basin Runoff Summary Basin Sim Name Max Flow Time to Total Total Area[ac] Equivalent %Impery %DCIA Name [cfs] Max Flow Rainfall Runoff[in] Curve [hrs] [in] Number Basin A 25-YR/1-D 21.15 12.0167 10.00 9.30 3.0300 94.2 0.00 0.00 ay Event • • Node:Outfall 98 Scenario: Scenarios Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 4.88 ft Warning Stage: 0.00 ft Boundary Stage: Year Month Da Hour 0 0 0 0.0000 4.88 0 0 0 24.0000 4.88 H:\2019\FLB190019\Technical Documents\Engineering\Drainage\Pre-Development Report\ 9/17/2019 11:01 LAC Pre-Development Report 2 Comment: ■ • Node Max Conditions w/Times LodeSim Warning Max Min/Max Max Max Max Time to Time to Time to Time to ame Name Stage Stage: Delta Total > 'Total Surface Max Min/Max Max Max [ft] [ft Stage Inflow 'Outflow Area Stage Delta Total Total 0 . [ft] [cfs] ; [cfs] [ft2] [hr] Stage Inflow Outflow [hr] [hr] [hr] Outfall 25-YR/1 0.00 4.88 0.0000 21.13 0.00 0 0.0000 0.0000 12.0194 0.0000 98 -Day Event H:\2019\FLB190019\Technical Documents\Engineering\Drainage\Pre-Development Report\ 9/17/2019 11:01 LAC Post Development Report 1 Curve Number:Set 1[Set] ~ Land Cover Zone Soil Zone Curve Number[dec] - Impervious - 98.0 Open Space A 39.0 Manual Basin: Basin 1 Scenario: Scenariol Node: Outfall 98 Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area[ac]40, . I4 Land Cover Zone Soil Zone Rainfall Name Crop Coefficient Reference ET Zone Station 2.8200 Impervious - 0.2100 Open Space A Comment: ■ • Manual Basin Runoff Summary Basin-- im-Name Max Flow Time to Total Total Area[ac] Equivalent %Impery %DCIA Name ,_ ., [cfs] Max Flow Rainfall Runoff[in] Curve k [hrs] [in] Number Basin 1 25-YR/1-D 21.04 12.0167 10.00 9.25 3.0300 93.8 0.00 0.00 ay Event ■ • Node: Outfall 98 Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 4.88 ft Warning Stage: 0.00 ft Boundary Stage: Year Month Day _ Hour Stage[ft] 0 0 0 0.0000 4.88 0 0 0 24.0000 4.88 H:\2019\FLB190019\Technical Documents\Engineering\Drainage\Village of Tequesta Storm Report\Post Development Report\ 10/4/2019 09:28 LAC Post Development Report 2 Comment: I • • Node Max Conditions w/Times Node Sim Warning Max Min/Max Max Max Max Time to Time to Time to Time to L ame Name Stage Stage Delta Total Total Surface Max Min/Max Max Max [ft] [ft] Stage Inflows Outflow Area Stage Delta Total Total Eft] [cfs] = [cfs] [ft-2] [hr] Stage Inflow Outflow • F _ [hr] [hr] [hr] Outfall 25-YR/1 0.00 4.88 0.0000 21.02 0.00 0 0.0000 0.0000 12.0194 0.0000 98 -Day Event H:\2019\FLB190019\Technical Documents\Engineering\Drainage\Village of Tequesta Storm Report\Post Development Report\ 10/4/2019 09:28 11 , 2 411,4 :t •y\ 'i `iS - Imo' l`:� ,.�.. "�� ,3...,_,0 \ f �a t; � , l - .. ]J J` a.... \ \. -;\^., �, •;a,.' '.,1 - _R. ... s ,,...--'. + - r I ;`eG*/ x+. '..;.•.• w'. ,f "5 z { r : c_,. A_ trin • !j•1 \[O� # j .. , _ 6 'V'_ i�t1'., 'a - ` Y J�y,•. Y "tt: .e SP j .,x \ , :ajsk:'\ L..i z W 4Y t J`. f"' 1,L\ 4 .,�s:sa • ^! _` u''I�Lf�' �y .Y. (7 ~ to U Sa x R. l :7 w c) v v p �.. Y :� -i :d , r :.�' l Y ♦• 4 _ %S s iy 5 >h' cOzww:jw r -0,I... ,� - k •r. 3w 4y , yss k•' -�$ - 3' :\ .% • z wax s , x, tip •:irr I - .1,-.,-. ., ::-._.F -• qiH !- P!•i �i..ti% t ,.1 _ 4+, i. 1 .i :x. :'a .,' .•,: '�, ''•s"Y' - ,� V y `4 'Y ::7 r J .. -S �j , ijfppy� ¢;., Ca..— -. . ... ,: ','w?is - V`h.: `fa Catrf` - Z-'O a,0 W Sd , Y' �,.. � a � ' �•,•'.- .•. : I r.� ,'I �-. 2 ,� �a .ar• A \ __ ��, O. Z ¢ mzu,az 0. • 1�i. �•• a - = s r'1`Y, `4 , F" "i N. • �. .r .' # ,� W - s ,.: .'. q ...-:. :� ... ,. ,.. ._. ... ,. ' _.R : � - -y :..:J" �.-JII". `.5 tl ..k. .'`� i�1.. ✓i .e� U p LL1,,11:"1_1_11_11-'• I L ., m ;b • 1. '161,:. __ t' Y• �5E �' ✓` s :* ce . i' 1 _ t vi% '4M is - tee:. g .\` .. .l '; 11. -A:.4,`„. „�Y Y -er y -- yII ,:,„"::::is,--4 �'y�p • rT. i , .. >- �' = ` � :� : ,-..-, 'fit q^ v - rt'4f �� may[ '.f' 1 i ,��: - \„ , ` __—_ _ :..� ...._ -1,::-..-..,„..--,--".--, - '�' .?r* yam ! `,. / 1 F ill, ., - .. r, - . $ • : e- s 'f � '{`s RE\'ItilO\ti t,-,,,,-- ;� y`5„1 ' .T; nn -,! e ). -. LAZ . .,- jp 'r. 1 •... REV DATE COMMENT •gyp.' ` liravi e l r • y •(,1 - _. .,-•D,`.� : ,,v a r...+ . '�'e# - a 1.,11• Y �F ...• t - .. ^''J',. .fi ,,,..a` y t 't. ,+ _. 'i. .t ' z•'"h. .;,>„- •,a•. '''''F11-' F , •rR h ` �\ '•1' "Y !x `w1 'n. R .•� p•., _ 3, - - - ,, '.+ :-: �-"-. � y.; 1 ;, •• _ ... = y �a �,. '. y „tea .y,�.,,y��L..�S• '.. .: -a. <.. -J O' '. .. r, ... ... : :._. -_.. a -._.,. A,. , :..,., T.. S�� tf I .,_ .rr''}} .10,-;44. - ..; _,•.: -.:,. .> ..;, \,ice \' ,,} vs vttr ;Aitt ,, .. b... .P ,r - -'-. ,F ,, .. .a:,. - _ ,4.4w.z.„.., .+ \ �s\• .fin, 1 ,41 r� ,.i •� .: J",. ,, ,� ,. y ;" I' `S I.'::�'♦< j - - - �.if ':r � \x i V: 0 �zr.� ^l./.t- •; _p_ :.. .....:. t - 4���''..t _., �7 - '•� ,Y,•. \�\ .a ,3 �'qy _ .A.,,... ,,,th, .: }J y. va 1 W rf 1\;i •. .,�., - .;v, ,..,::..-- .>vy><:f,- ;.-c,..z.. :"41,. ,..'h:' .. _ +,:, r c \ �„T• of �,�''�?”, �. -_.._ -,-7. .s. ..-- ,r .:- ...i., . ,,--,,,,ft.. 5„.„., , . . r,,, . i .,... , , ...., ,. .i.,%i ., , ,..,„). • - :1-,. . :.y.�^-.. .... -. .'. >� ,,,. ,:MPpI-. .I •...:.:' % :R `ti '5.';'''N +s;LL s, �{ ty ,�g (/. t ..: , r: ,:`. ItA ,.'1. .r'i. 1 P{•:.\-.... ��y- • 9 •' * \ L tK' � l(- ‘\.,-y1:_ I rwcrwx rureczswpc.rtoo i .: Y� qq t�/y r „4.3,,,,,11,'. ?p'.1 t .. ,..- , .� � -- F-S• - ;:'. ._ -' •••7,2,--, x'a+ .z , • ;.•. _ - -.: .. :i .. ,. ,,__ , ”1. '� p ,,,..?„..„..,\ 81• z _ . , .. MI', : .-'i'. v :.}- � .- I. ' -•,. j • <: 1 !,wc, � � �r • \r .K`� f3.., � - ;3-- r.-.= - -7-'Cr 3:-,:`vs'•., '- Ar' -,.: �' : . . � ! .:' z +1 ii� 1` ..8-, 1 �. '•a{. is rr �'' Iwwwnanbebw. - ' adr, -'., ,i f,<.• i• ` x:; I.. .9 o s) '3 Call Eelote rtitSITE � � �+ : .�.. .-7.• -,- ->_. . .- � ,-i ,,::, - `.,f, _ .'. , yam, ALWAYS CALL 811 -�: _ _ ',� ,4� aJ'�''.- �1 •.� .3` .�. 7`� \-' •'/ Ifs fast Ws free.It's lheTaw . , ORTH DOVER ROAD y. ¢ .41,4,-,...!, • sF t R - ` �_—s_'_ �. �i ♦ � "".-_,..'''.4• • s Vii.. .a f i fi v II,, CONCEPT d 4 r \ FOR CO CE e! �Li. 1 �'rr, q' „ y \� h' d s r' \ \ !` a PURPOSES ONLY %:: ICA - 1 1 . t< t[_'... \ %t? "'w . • . .I r,"'!•-•111.. ,Yr.. ., ,--•', ' ='i 'VT- ,7 ��::..: �' . , + \ . ±:. PROJECT No. FLslonc,c virlii `'a i f' +� .R..; ! Q `x+' } •;i:fin. fr $;. ., ,r. " • F rite fll �[}\ { ..-. �. . 2��-: :'.�... _a. • - �� �rf �: 5e :�_., I.�n�.'�s'.� \,, ..:M?: �\, X� DRAWN BY: SMM11 t. IPNy :� .. .=':. 1 '.I' J C .: ,g1N:P �.'�` ♦`l !�, f \, Ra,`: CHECKED BY: APL it . , -,�`' t :• x�r_. f I._ NI! • ,..7 :. l*Os.!:' 04 \\ .:f „ .: , DATE' OB-00 2019 t rl _. a- ., ,. s� i, ,._. 4.--A-1 .- '--.� ..' . `��_ L CO..'' T 4 ;. _ 1 �,�t.�j p cap Lo.. SSP ,i1* -. ' I" H; i, 1- 1 - :�• '-___- _] • r$�4 .lag - .. e, , � •J ' ,Z s. M. l r ,� -• -.. � ____. __ _ \ P 4.-. - J-- • ,( PROJECT: • NE ,. I LQUE 1.1 DRIV ,,, ;E. �. - T SITE PLAN i , � PROP q a DOCUMENTS 4* i '. ' d ( a\ �' �,Aar` O e $3 -, • • o - 4 s e ti '`> IICHEIRY ;a.. •"b- v1"`',"'"...-,-,-. r r• -tit, /. , \' ,vA. r: ar q: s, y 4: 4e q « PROJECT +area,, :.;.: PROPOSED �• • CONSULTANTS .y w, Rr' :` , p vtr..-,:...6.1,40, • - d:.,♦.„.. , _ P 'F� , . - • DP. Ch(I.II:.T .,.a .M1 Olk , wQ b ,:/ .tt... �. •'RT.•4�. , �. -.- --+�: ,o� _ - 4�'a� 'iir r��� �� t R '.,.a - ”fir -'''''.," . - T fu. -k - ;? !� L',�r :t.. `-- k• �. [;�; \ .. ,. .. . ' i.l. <- '_.'..5+' • - 373 TEOUESTA DR. 1^ JL _ fn•:, Yt' Yc x I • \ ,,pt F .. a ,�s TEOUESTA.FL 33469 it 3 T ill '.'i "- ., -_' • _ 13.r # ,:♦ 1 '� _ PALM BEACH COUNTY ,Item . 1 . r -�' ...i.S':; _ �yr"+` ,�: i 1' - .r;,- a'�` ;_ .i _ "r..1 s` ',,5 -;, - �:� i, 4,-.7-f*.*"..' G',; ,y '$a R F _ .F_ �.. ,� _ - .�: - RHS" ii,• ooil AGINEFRI ark F i • ■ s '- .4., 1 e: ''r•`_ # rr.: .. >.;... • :�i, it, .:J_.. �"71F ,¢ .�' `-'` 2255 GLADES ROAD.SUIT305E F -..Oa 1 a7-•. -> - ..'� �. ��p� BOCA RATON,FLORIDA 343_ r �" � ��,• �.'] '- � j �. •::' e. ,} i1N * _ ^ � \ _ �f �s, • � •- �'�'I' �.�,t � -' Phone (561)5]t-028i3E, �, } . - ti' --.� Il., ,f.PTit r 1.. y : i1i_ — �� _ - - Fax. (561j5]I028 ti. F U,..,a_a .R I B. s ., , I� .�.•,�^ �'�s.t.� -` ..` lam':tt ..�. _ '.R't ..:. .- ,(�. e. Ip :k' ���`� ~ la, =z _ .+! "\\ ♦ -:/ _.,o"._i 2, %Al •\&'-- St�Q� �'OF iii; . , , , c. A. ,c ) �: I ' - ," ,t,+.'. :-. t :�rt`' �{ R Rs..: Y `7.: gam' .T] §-` 4•.:-. I.' uc- \: R '�1C NgF'•, - J 9i,`. 4i:� _ `C'...1. q - 1�'�'9�. :I' 1 1� - Q. ` /�• •No 82025 R r.,„ - .... ... -.,''',.:0„ � -l` _��Y �J• '( STATE OF - �� 7 'f. F Bit "A is [. \=r ����`� ' -.:.z rl,1S' ., :<, +.s.•...". -�:r ` .�f,J k .:;r�q<,,.r,,> ,at-� ` J7"' ': i,,, .1:1, ' p.,.. ... ..'tea .,•: NII ., aye -'. ■ is , s' - Sy - - _ ak- i I ! .. •� YW _. t _ `� >� } > A�a �. vo 'if' t� R �, i �i 'SHEET::Ti 7rt _ :,,,,,...: �F • :r .., [ B .:, ,.,„....., ...: . w g, F : ,■ ' 8 T - I Ilt �`'` AERIAI, EXIIIBIT • A' • „ ;,,,� .. - ``. _ i fie. —, 4£I - `• ' - I- `S 1.�'di \ �\.: - L�} Tt :.C SHEfT,,,TERr i •. I1r_ ,, 1;l` .,. _ -.: .,, l 'lS -,Z _ 1 {� l'€' �� 'if- 1#: 1 -:?, .-. ,.1 sa .. :..- \� X --c ' , ,< .'��y"� ��•..J �,- ' .� ,.\ "her •�. ► • L}sb'T� iRS► �Y�1 -. :,':' ^ 100 50 25 0 100 : ";... w :.•., :!'.is `. .—. ;; i:. �_,� ,.t-PFS::....-r•_J•• ..A' �,J c r,.a1-410_ - J.� t[- 1•_1oa REVISIONO- z _ ,:q_; +� .,.,:-..:"1.•!' `' 61L(: .:` S ,anS aia F..YO'l_ -Y r.1 f`� .S'c'.,,a_,. 1--,' 4't],._J `7•./�-.n COUNTY OF PALM BEACH STATE OF FLORIDA SKETCH OF BOUNDARY SURVEY LEGAL DESCRIPTION :11.• LOTS 3 AND 4,PARCEL B OF THE RE-SUBDIVISION OF PORTION OF JUPITER IN THE PINES, SECTION"B",RECORDED IN BOOK 26,PAGE 215,OF THE PUBLIC RECORDS OF PALM FOR BEACH COUNTY,FLORIDA. TOGETHER WITH THE FOLLOWING PORTION OF LOT 5,PARCEL"B": BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; LOTS 3 AND 4F THENCE RUN WESTERLY,ALONG THE NORTH UNE CF SAID LOT 5, A DISTANCE OF 0.20 FEET; THENCE SOUTHERLY ALONG A LINE THAT IS THENORTHERLY OEXTENSION OF THE EASTERLY FACE OF AN EXISTING C.B.S.BUILDING AND ALONG SAID FACE AND ALONG A UNE THAT IS THE SOUTHERLY EXTENSION OF SAID FACE,TO THE SOUTH UNE OF SAID LOT 5; THENCE EASTERLY,ALONG SAID SOUTH LINE,A DISTANCE OF 0.29 FEET TO THE LIGHTHOUSE ART CENTER THENCE NORTHERLY SOUTHEAST CORNER OF SAID LOT 5; PTO THE POINT OF ARCEL DENTIF A710N NUMBER 60-42-40-25-10-002-0030 NOF SAID LOT 5DISTANCE OF 100.00 FEET SURVEY REPORT: 1.THIS IS A BOUNDARY SURVEY,PREPARED IN ACCORDANCE WITH THE APPLICABLE Q. PORTIONS OF THE STANDARDS OF PRACTICE SET FORM IN RULE 5J-17.051 THROUGH `a 5J-17.053,FLORIDA ADMINISTRATIVE CODE. 4 THE FIELD WORK WAS COMPLETED ON JULY 3,2019. es 1 g 2.THE SURVEY WAS BASED ON A RESUBDPASION OFA PORTION OF JUPITER IN THE PINES, SITE . PLAT BOOK 26,PAGE 215. 3.BEARINGS ARE BASED ON N00'17'36"W(PLAT)ALONG THE EAST R/W OF SEABROOK ROAD. I. TEQUESTA DRIVE 4.THE LEGAL DESCRIPTION IS RECORDED IN OFFICIAL RECORD BOOK 29952 PAGE 662. 5.AREA=10,024 SQUARE FEET,MORE OR LESS. 6.BROWN&PHILUPS,INC.HAS REVIEWED A FURNISHED TITLE CHAIN; FILE NUMBER 10319.05001; CLIENT NAME: LIGHTHOUSE ARTCENTER,INC.; DATED MAY 28,2019. Ii ITEMS DIRECTLY IMPACTING THE SUBJECT PROPERTY ARE NOTED ON THE SKETCH OF SURVEY. '1x54 NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY BROWN&PHILLIPS,INC. 'I 1 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF PALM BEACH COUNTY. \ 7.ALL DISTANCES ARE MEASURED UNLESS NOTED OTHERWISE. VICINITY MAP 8.THE CURRENT USE OF THE SUBJECT PROPERTY IS COMMERCIAL. NOT TO SCALE 9.ALL FIELD-MEASURED CONTROL MEASUREMENTS EXCEEDED AN ACCURACY OF 1:7,500. 10.THE CONTRACTED PURPOSE OF THIS SURVEY IS FOR MUNICIPAL PERMIT. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 11.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12.THIS SURVEY WAS PREPARED FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE: -BOHLER ENGINEERING -LIGHTHOUSE ART CENTER,INC. 13.THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20',ON A 24"x 36"SHEET. 14.SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATION. 15.NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART ABBREVIATIONS: OF THIS SURVEY. P.O.C.- POINT OF COMMENCEMENT (D)-DEED DIMENSION NM-WATER MAIN 16.ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, P.O.B.-POINT OF BEGINNING (M)-MEASURED DIMENSION TOW-TOP OF WALLAND ARE REFERENCED TO PALM BEACH COUNTY BENCHMARK 2 29.130MST, P.B.-PLAT BOOK q-CENTERLINE INV-INVERT ELEVATION=27.62. ORB-OFFICIAL RECORD BOOK IR-IRON ROD DIP-DUCTILE IRON PIPE D.B.-DEED BOOK IR/C-IRON ROD WITH CAP AS NOTED PVC-POLYVINYL CHLORIDE PIPE 17. N DENOTES SPOT ELEVATION,REFERENCED TO NORTH AMERICAN VERTICAL DATUM PG.-PAGE C.M.-4"x4"CONCRETE MONUMENT CMP-CORRUGATED METAL PIPE OF 1988. R/W-RIGHT-OF-WAY CONC-CONCRETE R-RADIUS PRM-PERMANENT REFERENCE MONUMENT MON-MONUMENT PCP-PERMANENT CONTROL POINT 18.FLOOD ZONE INFORMATION OBTAINED FROM PALM BEACH COUNTY WEBSITE: A-CENTRAL ANGLE RCP-REINFORCED CONCRETE PIPE xi N/D-NAIL&DISK " //mOOcZOONEe(OC.OBERc2017):app=600dzones"; A-ARC LENGTH HDPE-HIGH DENSITY POLYETHYLENE PIPE PK-PARKER KALON EFFECTIVE FLOOD ZONE(OCTOBER 2017): % U.E.-UTILITY EASEMENT NAD-NORTH AMERICAN DATUM EL.-ELEVATION II D.E.-DRAINAGE EASEMENT NAVD-NORTH AMERICAN VERTICAL DATUM 19.© COPYRIGHT 2019 BY BROWN&PHILLIPS,INC. (P)-PLAT DIMENSION LB-LICENSED BUSINESS REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE (C)-CALCULATED DIMENSION AND STAMP,OR A DIGITALLY VERIFIED ELECTRONIC SIGNATURE AND SEAL,OF A g BASED ON PLAT DATA FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY BROWN&PHILLIPS,INC. 9 DATE REVISIONS # DRAWN: JAO/MB PROJ. No. 19-065 itallytigned n E John E Phillips DatDige:2019.OUXUbyXS:1Joh1A6.D4.OfPhilIi 8-7-19 Per 8/1 comments 1 BROWN & PHILLIPS INC. CHECKED: JEP SCALE: 1W'=20' PROFESSIONAL LAND SURVEYOR PHILLIPSJOHN E. ROFESSIONAL SURVEYING SERVICES F.B. JUPITER DATE: JULY 2019 STATE OF FLORIDA No.4826 8 CERTIFICATE OF AUTHORIZATION # LB 6473 DATE: 1860 OLD OKEECHOBEE ROAD, SUITE 509, WEST PALM BEACH, FLORIDA 33409 561-615-3988, 615-3991 FAX PAGES: 55-65 SHEET 1 OF 2 Im MANHOLE 422 QN a N RIM EL.8.89 o w 5 -8 8 "S Z `1a Q,0 l• P.;''°h'S ,°k'L tis °<1. CONCRETE CURB 'S0 /�;00 0•5N_ PARCEL"B" z a o F � n0' s� UNPLATTED-GOOD SHEPARD EPISCOPAL CHURCH- 60-42-'1-25-00-000-5110 „O - SIDEWALK- • - z N00'1736"W m m ELECTRIC rt B. as 9.67 18 O6S 74gS EAST UNE OF LOT 5 100.00' 6�!m CONCRETE METER BOX 4 QA 8• f LOT LINE PER ORB 29952 PG.662 CATCH BASIN �, WALKWAY CONCRETE SLAB p'\ 00 00 0'I, obi - 000 /, 6` .oP 01 Ok k's '` 9 UNDERGROUND 3 N S00'14'30"E 100.00' GRATE EL.4.38 'gJo ry0 WITH AT&T BOX A. .•-r°+'" 6 0.20'D. •�R." �'.' 10 '�° 12.. w�; 24 y ELECTRIC BOX p o 0' NORTH LINE OF PARCEL"8' '> a NORTH LINE OF PARCEL'8" .O td' ' 1in LOT 5 Aft k,\O k0 •'•,)i 6'U.E.(P.8.26 PG.18) 105(P) \,y0 . 4'0 50'(P)0 G.E.(P.8 6 ) 8) 50'(P)49.80'(C) 'O'> 1"89'53'43"E 00.20'® '9.'0•Fsec„ ,T �� .4O 50(P) C 45(P1•Ft �" m PARCEL"B" n CATCH BASIN k ` - � R P '4 co FOR 1HE SE OF AMO ILWIENANCE OF '.74 9... • a `Y0 BOX FLUSH 20'EASEMENT 2'x 1' ^a 7 50(P) 'g PUBLIC Urn11X5 PER P.11.26 PC21s 6'HIGH PLA TIC WATER UNE �3'x 2.7' a a ,� GRATE EL.4.29 ,• a AT&TI 14'ASPHALT ALLEY \ `., ) FENCE ,k°� '.h "k10 8 CONCRETE WALL ( ) COLUMN�A ^y . :, 4' .I(21 WOOD FENCE FAUCET , W FAUCET "m 4g�GATr�09,I / , ��' p UTILITY BOX I P.B.26 PG 215 ppff k^kz 'N' 740 ,,.. / / • a /' / / NSF( // "/// //// P I X!.;,figs 5- 9. or»w ♦ 4-3 CABLE BOX SANITARY MANHOLE �► , / /// // - / '/ // PLANTER\ �/ / t / L . e9' r. J •'� PROPERTY LINE DETAIL RIM EL 5.09 JUMPS1fR /' �// // / // q'L /2//'. �" // // ER�// y .t. • _ C� 9/ ELECTRIC J // /// //' / O �/ / g�LSD( // // W METER SCALE EXAGGERATED FOR CLARITY) Ny/600p' // / / // , / //./ // © .5` Y ' /'C' ,.�/•/ /// /// //' �// /' . / // / ,� Box �o/, / ///// // �'sk_ //, // /, /// � // / • / ' /// ry/, // A A ` .;.•58// ' Fob 0 5.43 //77,;('6/z/// //, /�/ /v/,-,,// // / ///' // n /ti/ / S T R/ / o Lt's >_ :/// � U k1 k�0 0• o, / NIT// / ///// / `J /' ,///,/// // / /"'$'a' // / / / ' /�,, i a // / -, a 503 0 '' 'U // // FOUNTAIN • t4/ ' 2// / /////;/ //' /// / //7 �k /� / /// /! //� .;-//4 //_, ://,'/,1;':'// /!</// ,//,_40/;/;//;;, ,/// a //// ../ /�_ 461 3 14//_//// ///, /' / • •�i P}� / s��f� =90T�g92 � ✓/ ////', 6� �PtiffO�y9/ /PxrEp� z` 01 LE, 'y. / t 6 // / p/u� )q9 ////("'-j/// // '1 B 2�99f'2 PG`f/ ,,,,„1., �/' 4 /�////% /�%/'// �� �Y / // / L� "� mz I '&'0 3; N 62 // CROTE SLAV////�. /// / ► /IAyTER' //� ///, // / , •Pow//� /%//// /////// / // / ,o / / / / rgii,A " �� 6p 2 E®/ ; /'; / ;/ , 7 i �` /, , i; �,/// f i///i. i/ /2// ///// / /.//".////////, /'%, „/! o °� W. ' s2. 14" E / e sr j/ eL �j� "1/7R////2/, / / / // // /'; // 1. tj iia k C"A ' �ig z 5.99 / // i yp�2-x 1 i //�, /// / P`.° U ' .E1/IC--//////42//z/// // //z /// / // / / / 9 ' ' ///////////////////,/ / / / GoLUMN // / // /�' // //'///� /// /// /1//// ,/// .///// / 2//', Ple/� / tatb y' o / DRIVEWAY /////j/!/// /, ///// //,,/////////////v,/ //////////!;////////j///, / i// //� // /// • f�, Vit SANITARY k• 0a . a m�ryR -�S-, :PGH / / /// /// j �AsEMEN`F , /, / / // //. / /,1//,hof /// ///i // / ��,� F. ,o _U''� /FF.N //'� /// /,./, �wIM wm 50'(8) 45 P WW�,•I_,II• MANHOLE .- F. `©. 6, O - 50' '50(P)4937{C RIM EL.5.00 �, 9I 40' 6.30 .`550 "%�//P 7. // //j/ �' -c --u .29(Oa �',N89'5543;:.L00.2 1'§:CONCRETE"SLACK fit, :,7 7j 09':.q�.: .Mom•/// / /YOT 7 ////// : 77 ,;: y 'm • .• .2' figs 6 m. ////// //j�/// / fTt-, -_ -. - ' \ :..:.i kk0 4 4.70 .FOUND NSD {3/•••//,- �'S3 4 /T9�.00'(IJk)//�// IR OUND 8" • z 8" 4"YELLOW UNE - ! 0 10 20 20 • � 'T"L84431" COLUMN NORTH OVER RQAQ a s =,(NO I.D.) _ r6 2fl.U, �, go 0 9?O � 1.00'EAST 68. _ 4" ' / pN/C /fPiY///////j > (TYHCAL) BLUE UNE u 4 " xk Y rcm 0 '-, // / LLi ,/,./ //////// / - I - ' '° ,J, 0. ,,, 9 ,v> K'` 4' .CPO 9,7j /J, 4' 4"WAHITE UNE I►4"WHITE (SCALE: 1" = 20' -xd - z I O ce 01 •gJ i` '22 ,,, ' j/, / //'////// 3.. ,,g -°ry p`„ �} N'AT 4'WHITE^LNE 742 14 \. �V O 12"�`/ I* &�•s:\ \2, � ;°1°'H, . UNE Pc' �xmk �6� ti // // B I NG/ /// I r r 0 �� 4• d} L°' J .0• in .. w ce N�• 4 5• / / kL - //'-'----1 a ' - '. .. 0 6�g 4"BLUE UNE bp z to< .7 ,ro 'o'; � ,p ./,'" //Sfi ////` /// �, ' _ I CATCH BASIN N,• v N Tn O1 _ - -- N 8 CONCRETE • x+' // /// / // / //� o - - - -- - - - 4'BLUE UNE - - '6'. GRATE EL.4.17 k.V0 1 .. CURB $a O• 5 / ///,/, -/ z n ,„/"7.-/,_//'•/__,/_,_/ '/ /� V / t9SITE PLAN PACKAGEII Wald /I tE I•..� W z W w FOR = 8c)=w> g, W Zwaaw�;W �i z g>ZUW4W30 'Esta JDQR�zr Or�1 ZI/�I�W=Zf 3"J4 c OU Z 1 Q F�O 1- z !g�zmWa aBo LIGHTHOUSE Wag � . 9 TR is El 6 ARTCENTER GALLERY , al REVISIONS FLOOR ADDITION REV DATE COMMENT an 2ND1 09-18-19 CRC COMMENTS SMM Z 1001.19 DRC COMMENTS SUM APP • LOCATION OF SITE 373 TEQUESTA DRIVE , TEQUESTA, FL 33469 w:T � TT ) PALM BEACH COUNTY kip, UN Wore you dig ALWAYS CALL 811 IES fast.9's tree.ICs the law. PLAN REFERENCES AND CONTACTS SHEET INDEX REFERENCES GOVERNING AGENCIES •SFWA4D SHEET TITLE SHEET NUMBER •BOUNDARY TOPOGRAPHIC •PLANNING,ZONING AAN NIRIA 3 WISSUED FOR MUNICIPAL& SURVEY: COMMITTEE 3301 OW CLUB ROAD COVER SHEET 6101 BROWN ePHNPs.INC. LLAGEWTEWESVG WEST PALM BEACH,FL 33406 ,,, GENERAL NOTES AGENCY REVIEW&APPROVAL • HONE(561)692-266 C-102 1660 OLD OHEECHOBEE ROAD &LSA 2FCAWAS , r-••.•• SUITE 503 UTILITIES N 315 TEOUESTA WIVE DEMOLITION PLAN C-201 PROJECT No.: FL8190019 ALM FL 33409 WEST LEERY laev.07 TE4UESTA,FL 33465 •ELECTRIC DRAWN BY: 5MM JOB a/SORVEY JOatlt&065 PH :(561)401-9458 FLORIDA POWER ANO LIGHTING '1 ` SITE PLAN C301 CHECKED BY: APL ELEVATIONS:NAV 1458 •BUILDING DEPARTMENT SPI ELO NINGEN°,ZCENTER 4 SITE PLAN WITH AERIAL CJ02 CAD LD.: SDP VILLAGECIBRITT PHONE:(56)535305 nr ♦ARCHITECTURAL PLAN: L345 YNNE •SANITARY SEWER 4 UTILITY PLAN C-501 SCOTT HUGHES TEOUESTA FL 33409 ''' yam" 1 C-901 PROJECT: HUGHES UMBANHOWAR ARCHITECTS LOXAHATCHEE RIVER pSTRICT y �' DETAILS PHONE 15617788 ase SE. NY LINDA ED PA W /_o .. E ,. -, .P-^'- PROP. H SOUND FL 33436 •FIRE DEPARTMENT JUPITER 56 DRV _ - • LANDSCAPE MAN(BV OTHERS) L-1 WIWAM NEWBERN.CAPTAIN PHONE(NI)747-5700 �`� Y 4 T ) u LANDSCAPE NOTESBDETAILS(BY OTHERS) L2 SITE PLAN 35E7 TEQUESTA.DR •TRAFFIC ENGINEER: TSSESTA FL 3.69 •WATER B STORNIWATER •- DOCUMENTS REBECCA WLCAHY PHONE:(5611769-0653 VILLAGE d:TEpUEBTA x .t4 u 1 .. . PTC TRANSPORTATICN FAX 156117680693 JANET MGCWKLE •-... •W r, FOR CONSULTANTS 345 TEWESTA DRIVE -•- 3005 VISTA PARKWAY,SUITE 111 TEWEST0.FL 33489 WEST PALM BEACH,FL.11 PHONE:(561)7611-046:3 S .....m.. MCHENRY....,_.. PHONE:(561).69656 - ..�° .n„ I PROJECT THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS.HOWEVER. - w I 6 WIRIER ENGNEERNG ODES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE ~NSI ase ; 1.7- 1 * CONSULTANTS 006,,ENT,BY OTHERS. PROPOSED 1 DEVELOPMENT ' V 373 TEQUESTA DR. LOCATION MAP TEQUESTA,FL 33469 PALM BEACH COUNTY SCALE:1"=1,000' ® BOHLER S' L 2255 GLADES ROAD,SUITE 305E OWNER ER CHRISTOPHER CAPELLINI,STATE OF FLORIDA, BOCA RATON,FLORIDA 33431 LIGHTHOUSE ARTCENTER INC. PROFESSIONAL ENGINEER,LICENSE N0.82025 phone' (561)571-0280 373 TEOUESTA DR., Fax: (581)571-0281 TEQUESTA,FL 33469 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY FLOM.BUVRESS CERT.Ci MTN No 30760 NANCY POLITSCH CHRISTOPHER CAPELLINI,PE.ON 06109%1019 USING A SHA LANDSCAPE ARCHITECT&USw9S5 LIC No LG260.5I (561)748-8737 AUTHENTICATION CODE. LEGAL DESCRIPTION ........„,,,, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED LOTS 3 AND 4.PARCEL B OF THE RE-SUBDIVISION OF PORTION OF SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE ,�, `•s,.._( �E{I R.C,pF'''' MUST BE VERIFIED ON ANY ELECTRONIC COPIER. ,,„1 ",•• �S •E ( ' JUPITER IN THE PINES,SECTION Pr.RECORDED IN BOOK 26 PAGE 215, �•SOPHER Com„ '.1C Ng F•, , OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,FLORIDA y..,.m6NVL. .Ae oN../s.eN byOnstophe �' TOGETHER&301 THE FOLLOWING PORTION OF LOT 5,PARCEL'8': 2' '°" Na.82025 PREPARED BY E.*� * :,t BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; # ,6s676r ,9 THENCE RUN WESTERLY FE ALONG THE NORM UNE OF SAID LOT 5, - T" ISSUED FOR CONSTRUCTION 6TW �4 VI* ,'.• STATE OF ••40 A DISTANCE OF 0.20 FEET; ','a`L "� �: Hassuar�a O S ,�� THENCE SOUTHERLY ALONG A UNE THAT IS THE NORTHERLY EXTENSION BoHLER •03yONALEVf - - - <ORIOP Gam-•� • - OF THE EASTERLY FACE OF AN EXISTING C.B.S.BUILDING AND ALONG SSTONAL- `,• SAID FACE AND ALONG A UNE THAT . ,4„ 2 IS THE SOUTHERLY EXTENSION OF SAID FACE,TO ONE SOUTH UNE OF M 5440 LOT 5: THENCE EASTERLY,ALONG SAID SOUTH LINE,A DISTANCE OF 0.29 FEET E N ATS LINE IE 1Z I[ N G SIGNATURE DATE SHEET TITLE TO THE SOUTHEAST CORNER OF SAID LOT 5; _ THENCE NORTHERLY ALONG THE EAST LINE OF SAID LOT 5,A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. SIGNATURE DATE SIGNATURE DATE PARCEL IDENOFICAPON NUMBER:60-42-40-25-I0-002-0030 COVER SI—I 2255 GLADES ROAD,SUITE 305E SOCA RATIN FLORIDA 33431 THIS DOCUMENT IS NOT ISSUED BY BONIER ENSINEEAINS SHEEETT • FOR CONSTRUCTION WITHOUT(3)SIGNATURES Phone: (561)571-0280 PROJECT 4 SHEET NUMBER:C-101 F Fax: (561)571-0281 REVISION DATE: m y ®I1 YI FLA@BohlerEng.com ' WORK SCOPE PR.10 ME MAT.OF CONSTRICION WORD TIE CONTPACC(00,0 A Cas,11111,1111E X..,_ WC.COM TOME SNIT Of CPIStiNCBOX fa.WTI UKIINC101 WPM,NEPRIXEST M..SBA, O CONTACT: CHRISTOPHER CAPELLINI, P.E. I .�nwc_a Pn.IT6 r. ..F�,.,.•awo„m.,.k.,.T.w:,»„3N�, o�rco SIl.ERuwH,NI`"T`io i ( REVISION 2-10-04-19 ) 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS.INCLUDING THE NOTES CONTAINED HEREIN, DEMOLITION NOTES (Rev.1/2019) STANDARD DRAWING LEGE\D GENERAL NOTES Rm.1/2019) WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BONIER ENGINEERING STA�DARD FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE,THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS FOR ENTIRE PLAN SET E 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TOBOHLERENGINEERING, INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATESFROATHEPLANS.ALLFINESANDNMPENALTIES 1. DMEGEENTALHEGEN RALNOTESADEpEFEREN EDHER IN.AND THECONRACTORMUS REFER TO THEM A DFULLy T ABBREVIATIONS Z � FLORIDA.LLC (HEREIN'BOHLER ENGINEERING')PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS.THE ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND,FURTHER, COMPLY WIT.THESENRALNOTESARE TIRETY.THE ONTRA TO MU TBE FAMTOR MOTH AND ACK OWLEDGE FULLY CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BONIER ENGINEERING,IN WRITING,IF MUST DEFEND,INDEMNIFY,PROTECT,AND HOLD HARMLESS THE ENGINEER OF RECORD AO BONIER ENGINEERING PARTIES TO COMP LVW ITHTHEENERAL NOTES AN ALLOTY.THELONTRACTOR MUST BE FAMILIAR WITH ANO ACKNOWLEDGE FAMILIARITY LIMIT OF WORK LOW LOW- WITH ALL S THE GENERAL NOTES AND ALL S THE PLANS'SPECIFIC NOTES. FOR ENTIRE PUN SET S 4 ANY ACTUAL SITE EATUR IONS OFFER FROM THOSE SHDWMONTHESE PLANS,O3IF THE PROPOSED WORK CONFLICTS WITH THE FULLEST EXTENT PERMITTED UNDER THE LAW,FOR ANO FROM ALL FES&,ATOPNEVS'FEES,DAMAGES,COSTS, 2. THE CONTRACTOR MUST COfDUCT DEMOLITIONREMOVES ACTIVITIES IN SUCH AMANNER AS TO ENSURE MINIMUM Z e ANY OTHER SITE FEATURES. JUDGMENTS.CLAIMS,INJURIES,PENALTIES AND THE LIKE RELATED TO SAME. LIMIT OF DISTURBANCE LOG LOD INTTIN ALL AP WITHLEPER ITS FRO THE APPRO RIATE GOV RNDELLA AUTAO ITYBES PRIOTITO.THE OMMENCEME TGIF 2 THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATION$REPORTS CONTAINED HEREIN.THE 2fi.THECONTRACTOR IS RESPONSIBLE FOF2AMAINTAINING ANO PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN AC ACRES �i K 9 PUNY R A OPENING OR FEROITS FN AC IVEAPRNOPRADJ CENT TO THE RI HT.OF WAY(IES)PRIOR TO THE COMMENCEMENT Of --- -- - W 9- RESUIRCTORMUSTEN6URETHATELSIRCOJTRACTORSFULLVAROCOMPLETELVCONFORMTOANOCOMPLVWITHTHESE ACCORDANCE WITH FEDERAL,STATE,AND LOC ITEM MUST SEINCLUDEDINTHRKTHATATOR'S Pl1BLICDISTHEITHERINTHE rWVROADOPENINGORDEMOLITIONACTNITIESINORADJACENTTOTHERIGHT-S-WAV. ADA AMERICANS WITH W Z W W $1 REQUIREMENTS,THESE NOTES,AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS RIGHT OF WAY OR ON SITE.THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE 3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY,THE CONTRACTOR MUST DISABILITY ACT _ I-NZfn- THATCOMPRISETHEPLANSETOFDRAWINGS.ADDITIONENOTES ANO SPECIFIC PLAN NOTES MAV BE FOUNDONTHE INDIVIDUAL CONTRACTOR'S SOLE RESPONSIBILITY. EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE _ U' 5 U 1a PLANS.THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE-IT IS THE CONTRACTOR'S RESPONSIBILITY TO 27.OWNER LUST MAINTAIN AO PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND PROVIDE ADMINCC ATION'AN GENERALLY ACCEPTED SAFE PRACTICES ES.(MUORMANCE WITH THE CURRENT FEDERAL ARCH ARCHITECTURAL Z W (D W> a$ HIGHWAY ADMINISTRATION'MARUEONUNIFORM TRAFFICCONTROLDEVICES'(MUTCD),ANO THEFEDER L.STATE,A DLOCAL ONSITE PROPERTY _ W WC7�U-O� Y REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING,BUT NOT LIMITED TO,ALL OF THE DRAWINGS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S)AND DESIGN;ANT FURTHER THE ENGINEER OF REGULATIONS LINE/R.O.W.LINE UN 2 W W N>W e2 SPECIFICATIONSASSOCIATED WITH THE PROJECT WORK SCOPE.PRIOR TO THE INITIATION ANO COMMENCEMENTOF RECORDARORES.IFERER FAILSINGME NOT RESPONSIBLE FOR ANY FAILURE TOSS MAINTAIN OR PRESERVE SITEAND/Oft 4. THEDITIONSION(AND/OR REMOVALS)PLAN IS INTENDED TO PROVIDE GENE RAL INFORMATION ANDTOIDENTIFY OILY BC BOTTOM OF CURB Z}U1=W°�1n Y� CONOTRUCTION. DESIGN FEATURES.IF OWNER PAILSTO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES NEIGHBORING FWQI LUZ CONOTIONSREGARDING ITEMS TO BE DEMOLISHED,REMOVED,ANO/OR TO REMAIN. BF BASEMENT FLOOR ^ >ZUWU) ] 3. PRIOR TO THE COMMENCEMENTOFCONSTRUCTION,THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORDTHAT DEPICTED ON THE PLANS AND RELATED DOCUMENT&.OWNER AGREES TO INDEMNIFY AND HOLO THE ENGINEER OF RECORD AND q. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS ANO INCLUDE WITHINTHE DEMOLITION ACTIVITIES -- PROPERTY LINE/ -- - _ j�g�� ° Age THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR BOHLER ENGINEERING PARTIES,HARMLESS FOR ALL INJURIES.DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR INTERIOR PARCEL LINE BK BLOCK N� 2y,W QZF 5 - CONSTRUCTION.THIS IS THE CONTRACTORS SOLE AND COMPLETE RESPONSIBILITY. BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. ALL INCIDENTAL WORENECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 1=F- 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH B. THIS PLAN IS NOT INTENDED TO AND DO ES NOT PROVIDE DIRECTION REGARDING THEEANS,MMHODS,,SEQUENCING. EASEMENT BL BASELINE °°�0'¢I F, w 3 TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO AC STRICTSCCORDACE ALL CONFORETHODS,SEQUENCING, _ U2�< O e 8 AND THO OUGHL BEVIEWEDITHE CO CITIONS FAPP OVAL TO ALL PL NSAND OTHER OCUMENTS REVIEWE ARECEIVED AND PPLICA LERA UIREME TS OFT E STATE ARDLWSRTYAND H ACTH ATI F1970(,ORONMCES,MDC OD ES,AND TEC RAL,LO AL,ANDC RISDIC TNAL REQDREMENTINSTRICT TRACTOR MUST DCONFOITH ALL WITH ALLSTATE, LINE BLDG BUILDING Z g°N j 1,y 0 NNP THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TOEL PLANSAND OTHER DOCUMENTS REVIEWED AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONALO SAME.ANDHEALTH ACTS 1970,(29 U.S.C.651 ETSES.)PS AMENDED, FEDERALLOCAL,ANO JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR MUST COMPLY WITH ALL OBHAAND OTHER SETBACK Z Q °O WZ ' APPROVES BV THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESON SITE A REQUIRED PERMITS HAVE AND ANY MODIFICATIONS,AMENDMENTS OR REVISIONS TOSAME. CONTYCTOR MUIONSNECESSAR'ETHODSANDMEANS-NEESSARY TO PREVENT MOEMNT,SETLEME BM BUILDING BENCHMARK DIZ VID-61 BHENONTRACTOR MUSTENURETHT ALL WRK IS PEFORMD IN ACCORDACEWITHSHESITEAN EITIMES. 19.OTHER AGENCTOP MUSTISDICRY COMPL EXCAVTIONAND TARDCING PROCEDURES.ENGINEER ORECORDAND AND/OR ANY 5. THLLAPSEACTORMUSTPROVIDEEL'METHOYSAERIMPROVEMESSARVT ARE REAININGMENT,SETTLEMENT,OR LINE ; d� e 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, OTHER AGENCY WITH JURISDICTION OVER EXCAVATION MID TRENCHING PROCEDURES.ENGINEER OF RECORD AND BOHLER BRL BUILDING RESTRICTION LINE {, U 3 SPECIFICATIONSREPORTS AND CONDITIONS OF APPROVE,AND ALL APPLICABLE REQUIREMENTS,RULES.REGULATIONS. ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AO TRENCHING PROCEDURES AO WORK. CO TRAC ORE TTHEGO TRACTO'S SO ACOOTHERNPROVR ALL DAMAG AREREMNMSOON EATURREITHATA _ STATUTORY REQUIREMENTS,CODES,LAWS AO STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AG COMPONENTS IN STRICT COMPLIANCE WITH AND IN CONTRACONTATTO MUST USE NE SAERIALF RALLRPAIRAL CONTRACTO EREPAIR MUST/CLUD THAT AREOR CF CUBICFEET W s$ REMAIN.CONTRACTOR MUST USE NW MATERIAL FOR EL REPAIRS.CONTRACTORS REPAIRS MUST INCLUDE THE RESTORATION F_ PROJECT,AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER ACCORDANCE WITH MANUFACTURERS STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS.IF THE OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION.OR BETTER.CONTRACTOR MUST PERFORM ALL CL CENTERLNE In INCLUDING ALL EXHIBITS,ATTACHMENTS AND ADDENDA TO SAME. CONTRACTOR AND/OR OWNER FAIL TO DO SO,THEY AGREE TO JOINTLY,INDEPENDENTLY,SEPARATELY.COLLECTIVELY,AND REPAIRS AT THE CONTRACTOR'SSOLE EXPENSE. CURB AND GUTTER N e. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY SEVERELY INDEMNIFY,DEFEND,PROTECT AND HOLD ENGINEER OF RECORD AND/OR BONER ENGINEERING PARTIES HARMLESS 6. ENGINEER OF RECORD AND/OR BONIER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION.THE I I CMP CORRUGATED META PPE CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL,CIVIL AND STRUCTURA CONSTRUCTION DOCUMENTS(INCLUDING, FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS MID COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER,COMPLYING WITH ALL OSHA SPILL ITRANSITIDN - BUTNOTLIMITEDTO,MECHANICAL ELECTRICAL.PLUMBING AND FIRE SUPPRESSION PLANS,WHERE APPLICABLE).THE 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ONSITE STORMWATER POLLUTION PREVENTION PLM/(SWPPP)IN REQUIREMENTS,TO ENSURE PUBLIC AND CONTRACTORSAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR -- CONCRETE CURBS CONN CONNECTION CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER.ARCHITECT AND ENGINEER OF RECORD,IN WRITING,OF ANY CONFLICTS, COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY(EPA)REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES NEAR TO THE SAME- GUTTER CONC CONCRETE R DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE WHERE ONE(1)ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES(UNLESS THE LOCAL JURISDICTION REQUIRES A T THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY,WHICH MUST INCLUDE BUT IS NOT LIMITED TO,THE INSTALLATION DEPRESSED CURB AND GUTTER CONSTRUCTION DOCUMENTS. DIFFERENT THRESHOLD).THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES,INCLUDING THOSE OF AL SUBCONTRACTORS. AND MAINTENANCE OF BARRIERS.FENCING,OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS r 1 CPP CORRUGATED PLASTIC PIPE 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVEDARCHITECTURNJBUILDING PLANS OF RECORD ARE IN COMPLIANCE WITH THE SWPPP,INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES(MINIMUM ONCE PER WEEK AND NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES.THE CONTRACTOR FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS.ELEVATIONS.PRECISE BUILDING DIMENSIONS,AO EXACT AFTER RAINFALL EVENTS)AND CORRECTIVE MEASURES,AS APPROPRIATE AND FURTHER.THE CONTRACTOR IS SOLELY AND MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF CV CUBIC YARDS REVISIO\S BUILDING UTILITY LOCATIONS. COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. UTILITY POLE DEC DECORATIVE EL UNAUTHORIZED PERSONS AT ANY TIME,TO OR NEAR THE DEMOLITION AREA. B. COMMENCEMENTtF CONSERUCTION THECINTRACTS MUSTIM EDIATETS SHOWNONNEER OFRESRD,INTOTHE 32.AS CECORD, HE USE OF THEW ORDS'CERTIFY IATEDDOCUfATION PREPAREDBVTHE SIGNATORVPROL OFPRO ESSIN AL e. PRIOR TO THE COMMENCEMENT OF MIH SITE ACTIVITY AND ANY DEMOLITIONACTIVITY.THE CONTRACTOR MUST,IN WRITING, WITH LIGHT REV DATE COMMENT COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR MUST IMMEDIATELY NOTIFYNSTRUERO.RECORD,IN WRITING,IF ANY OF RECO RD,THE USE OF THE RMATIOCERTIFY'OR'CESUBJECTIOFTHE ETITUTE(5)M EXPRESSIKNONLE OF PROFESSIONAL RAISE ANY QUEGARDIN CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATION SEI CONCERNS OR DEP DEPRESSED SAMA WILLBCTS.DSCREPANCIES,O.R AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION.NO EXTNA COMPENSATION OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OFTHE ENGINEER S RECORDS KNOWLEDGE OR BELIEF AND IN QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS,AND/OR THESMETY OF THE CONTRACTOR AND/OR THIRD POLE - - 1 09-18-19 DRC COMMENTS WILL BE PRIDED THECONTRACTOR FOR WORE WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS,MEASUREMENTS ACCORDANCE WITH COMMON ANO ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STAOARDS OF PRACTICE,AND PARTIES IN PERFORMING THE WORKONTMIS PROJECT.ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF LIGHT DIP DUCTILE IRON%PE OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH(Al THE CONTRACTOR GIVING ENGINEER OF RECORD DOES NOT CONSTITUTE A WARRANTYOR GUARANTEE OF ANY NATURE OR TYPE,EITHER EXPRESSED OR IMPLIED.UNDER ANY RECORD AND/OR BOHLER ENGINEERING,IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO,BY THE 2 1004-19 DRC COMMENTS SLYM WRITEN NOTIFICATIONS SAME AO(B)ENGINEER OF RECORD,THEREAFTER,PROVIDING THE CONTRACTOR WITH WRITTEN CIRCUMSTANCES. ENGINEERS RECORD ANGOR BV BONIER ENGINEERING.IN WRITING.ALL DEMOLITION ACTNITIES MUST BE PERFORMEDIN vi TRAFFIC r..E DOM DOMESTIC APP AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK LIGHT ''! 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND EL APPLICABLE FEDERAL,STATE ANO ELEL ELECTRIC NOT SCFE OPFTHE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES-ALL DIMENSIONS AND MEASUREMENTS ARE TO BE SITE LAYOUT NOTES LOCAL REGULATIONS,RULES,REQUIREMENTS.STATUTES ORDINANCES AND CODES. UTILITY (Rev.VMS) 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS MND IS - O ELEV ELEVATION CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, POLE -- FABRICATION/ORDERING OF PARTS AND MATERIALS ARD COMMENCEMENT OF SITE WORK.SITE PLAN DRAWINGS ARE NOT RESPONSIBLE FOR EL COORDINATION REGARDING UTILITY DEMOLITION ARDIOR DISCONNECTION AS IDENTIFIED OR REQUIRED EP EDGE OF PAVEMENT 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT FOR THE PROJECT.THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES n INTENDED AS SURVEY DOCUMENTS DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS.THE CONTRACTOR MUST MAKE TY%CAL CONTRACTORS OWN MEASUREMENTS FO3 LAYWTOF IMPROVEMENTS. DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,AND THE CONTRACTOR MAST REFER TO THEM AND FULLY AND SERVICES HAVE BEEN TERMINATED,REMOVED HOIDEN ABANDONED IN ACCORDANCE WRH THE JURISDICTION ANO UTILITY iJ LIGHT ES EDGE OF SHOULDER 10.THE OWNER ANO CONTRACTOR MUST BE FAMILIAR WITH.ANO RESPONSIBLE FOR THE PROCUREMENT OF ANY AND EL COMPLY WITH THESE NOTES,N THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY COMPANY REQUIREMENTS MID ALL OTHER APPLICABLE REO IREMENTS.RULES,STATUTES,LAWS,ORDINANCES AND CODES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 10.PRIOR TO COMMENCING ANY DEMOLITION,THE CONTRACTOR MUST: W EO WALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE SALENTIFICATE OF OCCUPANCY. 2. PRIOR TO THE COMMENCEMENTS GENERAL CONSTRUCTION,THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND A OBTAIN EL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND EL PUBLIC * ACORN +Q 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS,THE GEOTECHNICAL REPORT,SPECIFICATIONS AND LIGHT E% EXISTING RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND,INCASES ANY STORMWATER POLLUTION PREVENTION PLAN(SWPPP)MEASURES NECESSARY,AS INDICATEDONTHE APPROVED SOIL AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROTECT,SITE WORK,ANO DEMOLITION WORK. _.. ... CONFLICT,DISCREPANCY OR AMBIGUITY,THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONSCONTAINED IN:(A) EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES'GUIDELINES B. NOTIFY,ATA MINIMUM,THE MUNICIPAL ENGINEER.DESIGN ENGINEER,AND LOCAL SOIL CONSERVATION JURISDICTION AT , TYPICAL FES FLARED END SECTION THE PLANS:ARD(B)THE GEOTECHNICAL REPORT ANO RECOMMENDATION&,HOST TAKE PRECEDENCE UNLESS SPECIFICALLY TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WOW. _ - - - - NOTED OTHERWISE ON THE PLANS.THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD,IN WRITING,OF ANY SUCH 3. EL DIRECTIONALITRMFIC SIGNING ANO PAVEMENT SERI%NG MUST CONFORM TO THE LATEST STANDARDS OF THE MANUSON C. INSTALL THE REWIRED SOIL EROSION ANO SEDIMENTCONTROL MEASURES PRIOR TO SITE DISTURBANCE.ANO MAINTAIN - FF FINISHED FLOOR UNIFORM TRAFFIC CONTROL(MUTCD)AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,GUIDELINES,RULES, SND CONTROLS UNTIL SITE IS STABILIZED FH FIRE HYDRANT CONFLICT,DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS,PRIOR TO PARKING PROCEEDING WITH ANY FURTHER WORK IF A GEOTECHNICAL REPORT WAS NOT CREATED,THEN THE CONTRACTOR REGULATIONS,STANDARDS AND THE LIKE. D. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR MUST CALL THE STATE ONE-CEL DAMAGE PROTECTION SYSTEM FOR X COUNTS O - --- ♦ / 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. UTILITY MARK OUT,IN ADVANCES ANY EXCAVATION. MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL,COUNTY,STATE,AND FEDERAL LAWS FG FINISHED GRADE _ AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION.THE CONTRACTOR MUST COORDINATE THE E. LOCATE AND PROTECT ALL UTILITIES MID SERVICES,INCLUDING BUT NOT LIMITED TO GAS WATER ELECTRIC,SANITARY AND -- - / 12.ENGINEERS RECORD IS NEITHER LIABLE.HARESPONSIBLE FOR ANV SUBSURFACE CONDITIONS AND FURTHER,HAS NO RELOCATION S TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. STORM SEWER,TELEPHONE,CABLE,FIBER OPTIC CABLE,ETC.WITHIN AND ADJACENT TO THE LIMITSE PROJECT G GRADE CCOBSTRUiCHOM ocuirtHT lx4A-ss NO ME°onemvse w.12 NKR NTFwEO AIA 5 ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB,EDGEOF PAVEMENT,OR EDGE OF BUILDING,EXCEPT WHEN ACTIVITIES.THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION _ GF GARAGE FLOORAT DOOR) LIABILITY FOR ANIY HAZARDOUS MATERIALS,HAZARDOUS SUBSTANCES,OR POLLUTANTS ON,ABOUT OR UNDER THE PROPERTY. ���� ���� DIMENSION IS TOA PROPERTY LINE,STAKE OUTS LOCATIONS OF INLETS,LIGHT POLES,ETC.MUST BE PERFORMED IN STRICT SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES _ 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED ANO FOR INSTALLING ALL ACCORDANCE WITH THE DETAILS,UNLESS NOTED CLEARLY OTHERWISE. F. PROTECT AO MAINTAIN IN OPERATION,EL ACTIVE UTILITIES AG SYSTEMS THAT ARE NOT BEING REMOVED WRING ANY -77� CONTOUR QJ[l -- ADDITI G REQUIRED DURING EXCAVATION(TO BE PE THE ST D IN ACCORDANCE WITH CURRENT SHA S NDARDS)AND A Y DEMOLITION ACTIVITIES. 164 LINE GH GRADE HIGHER SIDE OF WALL 8th. ADDITIONS PRECAUTIONS TO BE TAKEN TO ASSURE TME STPBILITY OF ADJACENT,NEARBYAPENSE,GUOU65TRUCTURESAO G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S)FOR THE TEMPORARY OR GL GRADE LOWER SIDE OF WALL �8 PROPERTIES.ALL OF THIS WORK IS TO SE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. DRAINAGE AND UTILITY NOTES (ReV.1/2019) PERMANENT TERMINATIONO SERVICE REWIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS SOT JL616.OQ�TC 51&OQ 1 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, ANO MEANS TO COGTRUCT SAME.THESE ARE NOT THE ENGINEERS RECORD'S RESPONBBLIN.IN THE EVENTS "' ELEVATIONS ADC 515.51 GRT GRATE , STRUCTURES.ETC.WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASESTHEPROJECT OR ASPDTSTHEFINE 1. THE GENERALNOTESMUST BE INCLUDED AS PARTSTHIS ENTIRE DOCUMENT PACKAGE ANDARE PART OF THE CONTRACT ABANDONMENT.THE CONTRACTOR MUST PROVIDE THE UTILITY ENGNEER AND OWNER WITH IMMEDIATE WRITTEN N CONDITION.THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE GV GATE VALVE IDav IA W's OBIOW. DOCUMENTS.THE GENERAL NOTES ARE REFERENCED HEREIN,ANO THE CONTRACTOR MUST REFER TO THEM AND FULLY NOTIFICATION THAT THE EXISTING UTILITIES AO SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE STRUCTURE STABILITY S SIDEWALKS AND PAVEMENT,UTILITIESBUILDINGS,AND INFRASTRUCTURE WHICH ARE TO REMAIN, - - -- r.BN(Pdwe9BBN& AO TO PRONDEAS BU WORK AREA FOR THIRD PARTIES,PEDESTRIANS AND STRUC INVOLVET WITH THE PROJECT. COMPLY WITH THESE NOTES IN THEIR ENTIRETY.THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WUH JURISDICTIONAL OR UTILITYCOMPANY REQUIREMENTS. HIGH DENSITY 15.DEBRIS MUST NOTBE IL AND ONTHE SUBJECT SITE.ALL DEMOLITION SOCONSTRUCTION WASTES,UNSUITABLE EXCAVATED WITH ALLS THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. H. ARRANGE FOR ANO COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(&)REGARDING THE AFFECTS PEAK' GEAR HDPE POLYETHYLENE PIPE MATERIAL,NICIPA SOIL ANODTATE.MISF WASTE)MUST BE DISPOS ABLEC ACCORDANCE WITH THE REQUIREMENTS OF ANV 2. LOCATIONSSALLEXISHOSE LO PROPOSED SERVICES ARE APPROXIMATE.AND THE CONTRACTOR MUST INDEPENDENRV HOURSOP ON WEEKENDS AS NECESSARY OR AS REWIRED TO MINIMIZE THE IMPACT ON,SMDTO THE AFFEGTEO SANLAIBEL S�MN _ _ ALWAYS CALL 811 AND ALL MUNICIPAL,COUNTY,STATE,AND FEDERAL LAWS MIO ARPLICABLE CODES WHICH HAVE JURISDICTION OVERTHIS VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY PARTIES.WORK REQUIRED TO BE ISCOVERS ANYH-PEAK'IS TO BE PERFORMED AT NOADOf HICHICOST TOORE OVMER. HP HIGH POINT 11's fast lfs hee.lt's Ore law. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANV HAZARDOUS MATERIAL,THE REMOVALS WHICH IS NOT ADDRESSED IN _-- - PROJECT OR OVER THE CONTRACTOR CONSTRUCTION OR EXCAVATION.THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION STORK X HOR HORIZONTAL 16.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER ANO FULLY COMPLIANT POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD,PRIOR TO COMMENCING NY CONSTRUCTION.THE THE PROJECT PLANS ANO SPECIFICAl1ONE OR THE CONTRACT WITH THEOWNERIDEVELOPER.TFIE CONTRACTOR MUST IMMEDIATELY CEASE EL WORK IN THE AREAS DISCOVERY,AO IMMEDIATELY NOTIFY,IN WRITING AO VERBALLY,THE / LABEL DISPOSE ACTIVITIES TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. CONTRACTOR MUST REPORT ALL DISCREPANCIES.ER LY LOCA OMISSIONS IN WRITING,TO THE ENGINEER OF RECORD. HW HEADWALL 17.THE CONTRACTOR MUST REPAIR,AT CONTRACTORS SOLE COST,ALL DAMAGE DONE TO ANV NEW OR EXISTING CONSTRUCTION 3. THE CONTRACTOR MUST VERTIOELV ANDHOPITELEPH LOCATE EL UTILITIES ANO SERVICES INCLUDING.BUT NOT LIMITED TO. OWNER AND ENGINEERS RECOO AND BOILER ENGINEERING,THE OSCOVERYS SUCH MATERIALS TO PURSUE PROPER SANITARY SEWER Q OR PROPERry DURING THE COTBESCL COSTO SSD/INCLUDING BUT NOT LIMITED TO DRAINAGE,UTILITIES,PAVEMENT, DA.WATER ELECTRIC,SANITARY AND STORM,TELEPHONECABLE,FIBER OPTIC CABLE.ETC.WITHIN THE LIMITS& ANO COMPLIANT REMOVALSSAME. - _- NT INTERSECTION ISSUED FOR MUNICIPAL& STRIPING,CURB.ETC.ANO MUST BEAR EL COStS ASSOCIATED WITH SAME TO INCLUDE,BUT NOT BE LIMITEDTO,REDESIGN, DISTURBANCE OR WORKSPACE,WHICHEVER IS GREATER.THE CONTRACTOR MUST USE.REFER TO,ANO COMPLY WITH THE 11.THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS-CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY LATERAL --.__.-. -. REQUIREMENTS&THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE EL&THE UNDERGROUND UTILITIES.THE REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED DE IN ACCORDANCE WITH FEDERAL,STATE,AND LONE INV INVERT AGENCY REVIEW BL APPROVAL RE-SURVEY,RE-PERMITTING AND CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL .__...-__,I- VNDERGIRWND W ---- - CONTRACTOR IS RESPON518LE FOR CONTRING ALL DAMAGE TO ANV EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, REOUIREMENTS,PRIOR TO THE COMMENCEMENTS DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS INTERCONNECTION CABLE,WIRING CONDUITS,AND ANV UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING WATER LINE LF LINEAR FOOT CONSTRUCTION ANO MUST BEAR EL COSTS ASSOCIATED WITH SAl,IE.THE RAPER TOA SULHNW OR EXISTING AT NO COST TO THE OWNER AND AT CONTRACTOYS SOLE COST AND EXPENSE.THE CONTRACTOR MUST BEAR ALL COSTS REQUIRED,AT THE CONTRACTORS SOLE EXPENSE. - ---.. -_..-.-...-_. PROJECT NO.: FLB190N91 CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TOACONDITION EOUIVEENT TROP ASSOCIATED WITH DAMAGE TO ANV EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 12.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES,DEMOLITION OR REMOVALSFWNDATION DUELS. LOC LIMITS OF CLEARING DRAWN BV: SMM BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENTOFTHE CONSTRUCTION,ANDIN CONFORMANCE WITH APPLICABLE 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS(CROSSINGS)WITH EXISTING UNDERGROUND FOOTINGS,OR OTHER MATERIALS WITHIN THE LIMITSOFDISTURBANCE,UNLESS SAMEIS IN ST%CT ACCORDANCE AND E VNDETGRWNO E - CONFORMANCEWITHTHEPROJECTPLANSANDSPECIFICATIONS,OR PURSUANT TO THE WRITTEN DIRECTION&THE OWNERS ELECTRIC LINE CHECKED BV: PPL CODES.LAWS,RULES.REGULATIONS.STATUTORY REQUIREMENTS ANO STATUTES.THE CONTRACTOR MUST BEAR ALL COSTS UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH.PRIOR TO COMMENCEMENT OF CONSTRUCTION. LOD LIMITS S DISTURBANCE STRUCTURE OR GEOTECHNICAL ENGINEER _-_.- -__ DATE: 10-0&2019 ASSOCIATED WITH SAME.THE CONTRACTOR MUST,PROMPTLY,DOCUMENT EL EXISTING DAMAGE AND NOTIFY,IN WRITING.THE 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS.THE CONTRACTOR IS RESPONSIBLE FOR C UNDERGROUND O LOS LINE OF SIGHT CAD I.O.: SDP VERIFYING LOCATIONS&SAME BASED UPON FINE ARCHITECTURAL PLANS. 11 DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, GAS LINE ` OWNER ANO THE CONSTRUCTION MANAGER PRIOR TO THE STARTS CONSTRUCTION. e. THECONTRACTORIS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURE PLANS FOR EXACt WITHOUT SPECIFIC WRITTEN PERMISSION AO AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH LP LOW POINT 18.THE ENGINEERS RECORD AND BONIER ENGNEERING ARE NOT RESPONBBLE FOR AND HAVE NO CONTRACTUAL.LEGE OR BUILDING UTILITY CONNECTION LOCATIONS,GREASE TRAP REQUIREMENTS AND DETAILS,DOOR ACCESS,AND EXTERIOR JURISDICTION. -- -_ ___,. - OVERHEAD M --- - PROJECT. OTHER RESPONBBIITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION,OR ANYTHING RELATED TO SAJAE.TF1E ENGINEERS 14.TME CONTRACTOR MUST BACKFILL ALL E%LAVATION RESULTING FROM,OR INCIDENTS TO,DEMOLITION ACTIVITIES BACKFILL 1/S LANDSCAPE RECORD AND BONIER ENGNEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOt J00 SITE SAFETY, GRADING.THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES.THE CONTRACTOR MUST COORDINATE INSTALLATION WIRE _ SPARE BEING WHOLLY OUTSIDEOFENGINEER OF RECORD'S ANO BRIER ENGINEERING SERVICES AS RELATED TO THE PROJECT. OF UTILITY SERVICES PATH THE INDIVIDUAL COMPANIES.TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE MAST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIESAND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW MAX MAXIMUM PROP• THE ENGINEEROFRECORD AND BONIER ENGINEERING ARE NOT RESPONSIBLE TOIDENTIFY OR REPORT ANY JOB SITE SAFETY ACHIEVED.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL IMPROVEMENTSAO MUST BE PERFORMED IN C13MPLIARCE WITH THE RECOMMENDATIONS ANO GUIDANCE ARTIWLATEO IN THE T UNDERGROUO T - -- SITL`T]T AAT ISSUES OPANV JOB SITE CONDITIONS,AT ANY TIME. UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES MID ALL OTHER APPLICABLE GEOTECHNICAL REPOPT.BACKFILLING MUST OCCURIMMEDIATELY AFTER DEMOLITION ACTIVRIES AND MUSTBE PERFORMED SO TELEPHONE LINE MN MINIMUM O l!l�E LAlTI 19.THE CONTRACTOR MUST IMMEDIATELYIDENTIFVINWRITING,TOTHEENGINEEROFRECOYDANDBOHLERENGINEERING,ANY REQUIREMENTS,RULES,STATUTES LAWS,ORDINANCES AND CODES AND.FURTHER,IS RESPONSIBLE FOR COORDINATING THE AS TO PREVENT WATER ENTERING THE EXLAVATION.FINISHEDSURFACESMUSTBEGRADESTOPROMOTEPOSITIVEDRAINAGE. - DOCUMENTS DISCREPANCIES THAT MAY ORCWLD AFFECT THE PUBLIC SAFETY,HEALTH OR GENERAL WELFARE.OR PROJECT COST.IF THE UTILITYTIE.INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITYSERVICE.WHERE A CONFLICT(S)EXISTS THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SIMWIT SUCH REPORTS AND RESULTS TO THE C UNOERGRWND C MH MANHOLE __ II, BETWEEN THESE DOCUMENTS AND THE ARCHITECTURE PLANS,OR WHERE ARCHITECTURE PLAN UTILITY CONNECTION OINTS ENGINEEROFRECORD ANO THE OWNER- CABLE LINE MJ MECHANICAL JOINT CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE,IT DIFFER,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEEROFRELOPD.IN WRITING.ANO PRIOR TOCONSTRUCTION. 15.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, _ FOR WILL BE AT THE CONTRAC'OR'6 OWN RISK AND,FURTHER,THE CONTRACTOR MUST INDEMNIFY,DEFEND ANO HOLD HARMLESS MUST RESOLVE SAME. NECESSARY AO REQUIRED GOVERNMENTAL AUTHORITIES.PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY THE ENGINEER OF RECORD AND BONIER ENGINEERING FOR ANY AND ALL DAMAGES,COSTS INJURIES,ATTORNEYS FEES ANp - - - -- STORM OC ON CENTER 7. ALL FILLCOMPACTION,AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE SNOLITION ACTIVITIES,THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION SALLSTHE REQUIRED PERMIT - - - - - - - - - - SEWER ---__.--.__.... A,FL"TLTTILTTT♦T THE LIKE WHICH RESULT FROM OR MEIN ANV WAV RELATED TO SAMEINOUOING,BUT NOT LIMITED TO,ANY THIRD PARNAND RECOMMENDATIONS PROVIDED INTHE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL,STATE,MID LOCAL GOVERNMENTS REWIRE.THE CONTRACTOR IS PA POINT OF ANALYSIS 11'l. 111:1`1 J.�1 20.TUEENGN ERS RECORDANDBOULERENGINEERINGARENOTRESPONSIBLEFORANYINJURYORDAMAGESRESULTINGFROM APPLICABLE UTILITY COMPANY SPECIFICATIONS.WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS.FILL ALSORESPONGBLETOCONOUCTAOPERFORMALLINSPECTIONAND EISMICVIBRATIONTESTINGTHATISREWIREDTO --- - SANITARY S PROJECT THECONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THEAPPROVED PLANS.AND CURRENT AND COMPACTION MUST,AT A MINIMUM,COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT GNITOR TME EFFECTSONALLLOLE STRUCTURES AND THE LIKE. SEWER MAIN PC POINT CURVATURE EC HAS NOLIABLITY OR RESPONBBLITYFOR ORAS RELATEDTO FILL,COMPACTION ANDBACKFILL IS.IN ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.THE CONTRACTOR MUST USE DUST CONTROL MEASURES --_ -__---- -- - ----- CODESRULES,STATUTES AND THE LIKE.IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT DINTS COMPOUND CONSULTANTS ACCORDANCE WITH APPROVED PLANS,RULES,STATUTES CODES AND THE LIKE,THE CONTRACTOR MD/OR OWNER AGREE TO 0. DURING THE INSTELATIONSSARITMCTIONTM,AND ALL UTILITIES.THECONTRACTOR MUSTLL NDERGR ONTEMPIMANEOUS TOLIMITAIRBORNEOUST ANDDIRT RISING ARDSCATTERING IN THE NR.AFTERTHEDEMWITION IS COMPLETE,THE .rp )rypRpNT PCCR CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE EL OUST ARD DEBRIS WHIGM THE ZY CURVATURE,CI1RB RETURN AND MUST JOINTLY,INDEPENDENTLY,SEPARATELY,AND SEVERELY INDEMNIFY AND HOLD THE ENGINEER OF RECORD ANO MDT TRSCTU RECORDS CONSTRUCTION TOIDENTIFY THE AS-INSTALLEDIOSTIONSSALLUNOERGROl1ND _ BONIER RINGSERINGHARMLESSFOP ANO FROMALENGIN ES,CWMS ANO DAMAGESTHATENGINEERANO BONIER INFRASTRUCTURE THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE,IN ANV RESPECT,ROM THE DEMOLITION OPERATIONS CAUSE.ONTRA TORSSE IS COSPON310LE FCR RETURNINGALL ADJACENT AREAS TO THEIR P1 PRINTOFINTERSECTION PROPOSED ENGNEERING SUFFER ST MV MD ALL COSTS THAT ENGINEER AND BORER ENGINEERING INCUR I REIATEO TO SATE. INFORMATION CONTAINED IN THESE PLANS.THIS RECORD MUST BE KEPT ON A CLEAN COPY S THE SITE PLAN,WHICH THE NNRE-DEMOLITION CONDITION AT CONTRACTOR'S SOLE COST. SMITHY 21.EL CONTRACTORS MUSTCARN AT LEAST THE MINIMUM LOYER'T OF THE SPECIFIED ANO COMMERCIALLY REASONABLE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK- 17.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES.AND EXCEPT FOR EDGESBE RENO TS,MUST EXTEND TO THE FULL DEPTH �. MANHOLE ® POG DINT OF GRADE DEVELOPMENT STATUTORY WORKERS COMPENSATION INSURANCE,EMPLOYER'S LIABILITY INSURANCE ANO COMMERCIAL GENERAL LIABILITY 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY. &THEE%/STING PAVEMENT EL DEBRIS FROM REMOVE OPERATIONS MUST OE REMOVED FROM THE SITE AT THE TIMES PROP PROPOSED 373 TEOUESTA DR. TO NAMNCE(CGL)INCLUDING ALSO EL UMBRELLA COVERAGES TURF OW ACTORS MUST HAVE THEIR CGLPOLICI S.ENDORSED WATER AND STORM SYSTEMS ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL,COUNTY AND OR STATE DOT EXCAVATION.STOCK%LINOS DEBRIS QUTSIDESAPPROVED AREAS WILL NOT BE PERMITED,IOLIRXNG BUT NOT LIMITEOTO, - STORM ,`®`, DETAILS AS APPLICABLE.THE CONTRACTOR MUST COORDINATE INSPECTION MID APPROVALS COMPLETED WORK WITH THE THE PUBLIC RIGHT-OF-WAY. MANHOLE _ TEQUESTA,FL 33469 TO NAME BONIER ENGINEERING,AND ITS PAST,PRESENT MD FUTURE OWNERS,OFFICERS.DIRECTORS,PARTNERS, PT POINT OF TANGENCY AGENCY WITH JURISDICTION OVER SAME 18.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INdCATEp THE LOCATION S EXISTING UTILITIES PALM BEACH COUNTY SHAREHOLDERS,MEMBERS,PRINCIPES.GOMMISSIONER3.AGENT3.SERVANTS,EMPLOYEES,AFFILIATES,SUBSIDIARIES.AND 10.FINE LWATIONSS PROPOSED UTILITY POLES,ANGOR POLES TO BE RELOCATEDARE AT THE SOLE DISCRETION&THE THAT ARE CAPPED,ABANDONED IN PLACE,OR RELOCATED WE TO DEMOLITION ACTIVITIES.THIS RECORD DOCUMENT MUST BE WATER O PEON OINT OF TANGENCY, RELAtEO ENTITIES,ANO ITS Sl16CONTRACTORb AND SUBCONSULTANTS AS ADDITIONAL NANO INSUREDS MDTO PROVIDE PREPARED IN A NEAT AND WORKMMI-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE `� METER CURB RETURN CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE(DEFEND,IF APPLICABLE)AND HOLD HARMLESS AND INDEMNITY RESPECTIVE UTILITY COMPANY,REGARDLES6S WHAT THIS PLAN DEPICTS. WOSK,ACLS WHICH LSAT THE CONTRACTOR'S SOLE COST. OBLIGATIONS ASSUMED AND AGREED TO BY THECONTRACTOR HEREIN.ALL CONTRACTORS MUST FURNISH BOHLER It.WATER SERVICE MATERIALS,BURIAL DEPTH,ANO COVEN REQUIREMENTS MUST BE SPECIFIED BV THELWEUTLITY COMPANY. PVC OLWi1JYL CHLORIDE PIPE ENGNEERING WITH CERTIFICATIONSOFINSURMCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAl1LT,PRIOR 19.THE CONTRACTOR MUST EMPTY,CLEAR AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGETARKS,IF ENCOUNTERED, WATER • ___ TO COMMENCING CONSTRUCTION. IN ACCORDANCE WITH FEDERAL STATE,COUNTY AND LOCAL REQUIREMENTS.PRIOR TO CONTINUING CONSTRUCTION IN THE VALVE INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK MD UPON REN WAL S EACH POLICY DURING THE ENTIRE PERIOD POINT OF VERTICAL Q B O H L E R MEA AROUND THE TARN YMICH EMPTYING,CLEANING AND REMOVE ARE AT THE CONTRACTOR'S SOLE COST. PVI OF CONSTRUCTION ARD FOR TWO VERS AFTER THE COMPLETION E CONSTRUCTION AO AFTER EL PERMITS ARE ISSUED, _ GAS INTERSECTION WHICHEVER DATE IS LATER.IN ADDITION,ALL CONTRACTORS AGREE THAT THEY WILL,TO THE FULLEST EXTENT PERMITTED ---------- - - UNDERTHELAW,INDEMNIFY,DEFEND AG HOLD HARMLESS BOILER ENGINEERING ARD ITS PAST.PRESENT AND FUTURE ACCESSIBILITY DESIGN GUIDELINES )eOl t/2o19) VALVE PVT DINTS VERTICAL TAGENCY F \C I \ T E R 1 \ L; OWNERS.OFFICERS DIRECTORS,PARTNERS SHAREHOLDERS.MEMBERS,PRINCIPALS,COMMISSIONERS,AGENTS,SERVANTS, -�, ITER ® - R RADIUS 7255 GLADES ROAD,SUITE 305E EMPLOYEESAFFILIATES.SUBSIDIARIES,AND RELATED ENTITIES,AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AO 1. ALL ACCESSIBLE(AK.A ADA)COMPONENTS AND ACCESSIBLE ROUTES MUST BEUDNSTRUCTED TO MEET.AT AMNIUM THE MORESTRAGENTOF: AGAINST ANY DAMAGES INJURIES,CLAIMS.ACTIONS.PENALTIES.EXPENSES,PUNITIVE DAMAGES TORT DAMAGES,STATUTORY (µ)THE REDIMREMENTS OF THE'AMERICANS WITH DISABILITIES ACT.(ADA)CODE042 U.S.G912101 ET SEG.AND 42 U.S.C.94151 ET SED.);AND(BI RCP REINFORCED CONCRETE PIPE BOCA RATON,FLORIDA 33431 CLAIMS STATUTORY CAUSES OF ACTION,LOSSES,CAUSES OF ACTION,LIABILITIES OR COSTS,INCLUDING,BUT NOT LIMITED TO. APPLICABLE LOCALNro STATE GU'.DE LINES.ANO ANY NASL AMENDMENTS TO 90TH,WHICH ARE IN EFFECT WHEN THESE PLNSSWERE - Phone: (561)571.0280 REASONABLE ATORNEYS'FEES AND OFFENSE COSTS,ARISING Ol1TSOR IN MY WAV CONNECTED WITH OPTS THE PROJECT, COMPLETED. TYPICAL EG p RET WALL NI. RETAINING WALL INCLUDING ALLCLAIMS BY EMPLOYEES OF THE CONTRACTOR(&),ALLCLAIMS BY THIRDPARTIES MO ALL CLAIMS RELATED TO 2. ��SONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCEDB THESE NOTES FGR ACCURACY,COMPLIANCE AND CONSISTENCY WITH SECTION __- _ Fax: ($81)571-0281 TRY GUIDELINES. RIII RIGHT OF WAY THE PROJECT,THE CONTRACTOR MUST NOTIFY ENGINEER,IN WRITING.AT LEAST THIRTY(30)DAYS PRIOR TO ANY TERMINATION, 3. THE CONTRACTORMUST EXERCISE APPROPRIATE CARE AND PRECISION N CONSTRUCTION O ACCESSIBLE(ADA!COMPONENTS AND ACCESSIBLE ) HEADWALL OR _ LAwsr,V•L ARCHITECT DAIREN DC.Na tc 1 SUSPENSION Ol CHANGE OF ITS INSURANCE HEREUNDER. ROUTES FOR THE SITE FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE CF TRAVEL FROM PARKING SPACES,PUBLIC TRANSPORTATION �� ENDWEL 5 SLOPE a .x5000% 22.THE ENGINEER OF RECORD AND BONIER ENGINEERING ARE NOT RESPONSIBLE FOR CONSTRUCTION METODS,MEANS, PEDESTRIAN ACCESS,MO INTER-BUILONNG ACCESS,TO POINTS S ACCESSIBLE BUDDING ENTRANCE/EXIT.MUST COMPLY WITH THE ACCESSIBLE I --- `,/I II II I i IIUI/I,xTT TECHNIQUES OR PROCEDURES.GENERALLY OR FOR THE CONSTRUCTION MEANS,METHODS.TECHNIQUES OR PROCEDURES FOR GUIDELINES AND REQUIREMENTS WHICH INCLUDE.BUT ARE NOT LIMITED TO THE FOLLOWING ,_ SAN SANITARY 6Ell ER COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS,AO FORAY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT A ACCESSIBLE PARKNG SPACES ADO ACCESS AISLES SLOPES MUST NOT EXCEED ISO(20%)IN ANY DIRECngt !■! INL ■ -----------QUARE -- �N ,5,g R.�P a. FROM SAME.THE CONTRACTOR IS FILLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEMS MND METHODS FOR B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 361NCRES MNIMUM WIDTH(45,INCHES PREFERRED),OR AS SPECIFIED BY THE '- O SF SQUARE FEET `�c0"lQ 4f` COMPLETIONS THE WOB(,PRIOR TO THE COMMENCEMENTS CONSTRUCTION. GOVERNING AGENCY.UNOBSTRUCTED WIDTH S TRAVEL(CA OVERHANGS ANOIOR HANDRAILS)MUST NOT REDUCE THIS M.MNMUM ROTA THE -.- -- \ :�ICEN3�°•,.1� SLOPE MAST NOT EXCEED 1:20I5.0%)IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED I:SOIL5%)N GROSS SLOPE.WHERE ACCESSIBLE CURB ppRI�. STA STATION '• y 23.NEITHER THE PROFESSIONAL ACTIVITIES OF:BOHLER ENGINEERING.NOR THE PRESENCE OF BONIER ENGINEERING AND/OR ITS PATH OF TRAVEL IS GREATER THAN 1:20(0%.AN ACCESSIBLE RAM.MUST BE PROVIDED.SONG THE ACCESSIBLE PATH OF TRAVEL, 'J INLET u --- J• No.82025 `.� PAST.PRESENT AND FUTURE OWNERS,OFFICERS,DIRECTORS PARTNERS.SHAREHOLDERS,MEMBERS.PRINCIPALS, OPENINGS MUST NOT EXCEED II2-NCH INWIDTH.VERTICAL CHANGES OF IP TO 1l2-INCH ARE PERMITTED ONLY IF THEY INCLUDES AIM_INCH STM STOVSI _*, * :* COMMISSIONERS.AGENTS.SERVANTS,EMPLOYEES,AFFILIATES,SUBSIDIARIES.AND RELATED ENTITIES.ARD ITS REVEL AT A SLOPE NOT STEEPER THAN I:2.NO VERTICAL CHANGES OVER I/4.1NCH ARE PERMITTED. O CLOEU,TVN O SAV SIDEWALK �. °� SUBCONTRACTORS AND SUBCONSULTMTS ATA CONSTRUCTION/PROJECT SITE(HEREIN'BOHLER ENGNEERING C. ACCESSMLE RAwa MusT NOT E%CEEOASLOPEO t:12(b.3%7AUDA VISESBSBOREs.LEVEL LANONcs MUST BE PROVWED AT EAcry END ___ S PARTIES'),RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS,DUTIES MD RESPONSIBILITIES OF ACCESSIBLE RAMPS-LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROMSTRUCTURES AND MUST NOT EXCEED 1:50(2.0%)SLOPEN nedb TOR TO BE REMOVED ��3°'•.•FEATS OP•: L INCLUDING,BUT NOT LIMITED TO,CONSTRUCTION MEANS.METHODS.SEQUENCE,TECHNIQUES OR PROCEDURES NECESSARY ANY DIRECTION.RAMPS THAT CHAfNGE DIRECTION BETWEEN RUNS AT LANDINGS MUST NAVE A CLEAR LANDING OF A MINIMUM OF EOINCHES BY IIIIIIII// Digitally sig y ( ELECTRIC N - - - .0 •.�OR10; �M`O A FOR PERFORMING,OVERSEEING,SUPERINTENDING MD COORDINATING THE WORK N ACCORDANCE WITH THE CONTRACT 0. AMIcc[CHssN1S ECGN�RAMPS OS MUST NOT EX ED nSLppEN s'BE(PRONOE ON MIARpLOSIDES AIEE PRONIDEDRITHETR UASTTE TT H.1 Dc;E05 `.'-0THERC,I.9 • Christopher Capell/Di "H MANHOLE O TBRL TO BE RELOCATED '.AA Chs NG\```, DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BV ANY REGULATORY AGENCIES WITH (10X1 SLOPE.LEVEL/AMONG MUST BE PROVIDED AT RAMPST NIMUM S 36NNCHES LONG(43aIIGIES PREFER DL INALTERATIONS, `wE SF -F� '; ON:c=US,o=Bohler -- /4A/`S�ONALE,` JURISDICTION OVER THE PROJECT AND/OR PROPERTY.BOHLER ENGINEERING AND ITS EMPLOYEES.PERSONNELAGENTS. WHEN THERE ISNOLMDING AT THE YSP FWRESIDES SLOPE AM 'G TC TOP CF CURB T//, ` ` - sT NOT EXCEED A SLOPE OFt121B BIL S' '=.. TELEPHONE -.. -.._ x11xI ILII/` SUBCONTRACTORS ARDSUBCONSULTPNT6 HAVE NO AUTHORITY TO EXERCISE ANV CONTROL OVER(Oi ANV RESPONBBLITV E. DOORWAY LANDINGS AREAS MUST BE PRONDED ON THE EXTEROR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL.TINS _U: NO.82025 :?= EO(f lneerlOg FL LLC, MANHOLE O FOR)ANY CONSTRUCTION.THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AD ALL HEALTH AG LANCNG MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50(2.0%)FOR POSITIVE DRAINAGE.THIS LANDNG AREA MUST BE NO -*: * :'A'_ DU=A01427E00000165620F TELE TELEPHONE SAFETY PROGRAMS OR PROCEDURES.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.THE CONTRACTOR FEWER THAN 54-RICHES(5 FEET)LONG.EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSBLE STANDARDS FOR ALTERNATIVE - -- --- SHEETTITLE: DOORWAY OPENING LDNDITIONS(SEE ILGANSI At IT.1.20Ca ANDOTHER REFERENCES INCORPORATED BY LODE;. �� �N�� 76F100004EB7, ELECTRIC TPF TREE PROTECTION FENCE - MUST INDEMNIFY,DEFEND.PROTECT AND HOLD HARMLESS BONIER ENGINEERING FOR AND FROM ANY LIABILITY TO BONIER F. WNEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION.NODIFlcaTION,REVISION OR EXTENSION XE ORTO ALGESSIBLE 0 .. -- ' ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK SERVICES AND/OR VIOLATIONS OF THIS NOTE,THESE NOTES OR �, F�omon:`��� Ln=Christopher Capelllnl BOX TW TOP OF WALL ANV NOTES IN THE PLM SET AND,FURTHER,THE CONTRACTOR MAST NAME BONIER ENGINEERING AS M ADDITIONAL INSURED COMPONENTS FROM EXISTING DOORWAYS OR SURFACES,TILE CONTRACTOR FOX ASC RFY AIL EXISTNG ELEVATIONS SHOWN ON THE PLAN. _ _ - NOTE THAT TALE 405.2 OF THE DEPARTMENT OFJUSTICES ADA STANDARDS FOR ACCESSIBLE DESIGN SLOWS FOR STEEPER RAMP SLOPES, AAS G� Date:2019.10.0910:26:07 ELECTRIC -_- GENERAL UNDER THE GENERAL CONTRACTORS POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. v/SIO E�M`� PEDESTAL ® TVP TYPICAL IN RARE GRODMSTM'CES.TME CONTRACTOR MUST IMEGATELYNOTIFY THE ENGNEER OF RECORD,INWRITNG.OF ANI'DISCREPANCIES NAL/IIT` -��DU• _-.... -_ �T'� c 24.WHEN IT IS CLEARLY AND SPECIFICALLYINGWILREVIEENGINEERING'SSCOPEOF IATEACSCONTRACTWITHTHE AND/OR FIELD CONDITIONS THAT OFFER IN ANY WAYOERTIEMESPECTFRDMWHTISSHOWNONTHEPLANS EFORECOMMENCINGMY UG I UNDERGROUND NOTES OWNERroLD.SSCER.BONIER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR WORK.CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN TIE unXNUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE -- TOSU TALS SUCH AS SHOP DRAWINGS PRODUCT DATA,SAMPLES,AND OTHER DATA,WHICH THE CONTRACTOR IS REQUIRED REGULATIONS MD THE ACCESSIBLE GUIDELINES. UP UTILITY POLE TO SUBMIT,BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT ARD THE G. TIE'C NTRACTGt MUSTVE OR SL OF TIE SLOPES S THE CONTRACT TRCFORMS PRIOR TO POURWG TPV TSTE.I NNv - NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED,THE CONTRACTOR MUST IMMEDIATELY NOTIFY TME ENGINEER OF RECORD IN CHRISTOPHER ENGININI,STATE OF FLORIDA, ® MONITORING ® _ _ INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS.CONSTRUCTION MEMS AND METHODS AND/OR WRITING,PRIOR TO POURINDCONCRETE.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SL COSTS TO REMOVE,REPAR AND/OR REPLACE PROFESSIONAL ENGINEER,LICENSE NO-82025 W WIDE TECHNIQUES OR PROCEDURES,COORDINATION OF THE WORK WITH OTHER TRADES MD CONSTRUCTION SAFETY PRECAUTIONS NDN-CONFORMNG CONCRETE AND/OR PAVEMENT SURFACES WELL WL WATERLINE ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BONIER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR 4. IT IS STRONGLY RECGIJENDEO THAT TIE CONTRAcioR RENEW THE INTENDED CONSTRUCTION TO ENSURE SAVE IS CONSISTENT WITH THE THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY _ _ _ SHEET NURSER: P RMIT.ANV DOCUMENT,DOCUMENTING BOHLERE GINE RNGS REVIEW OF A SPECIFFIIC TEM OR LIMITED SCOPE MUST NOT LOCN'BUILONG CODE P%Gt To coMMENLWG CONSTRUCTION CHRISTOPHER CAPELLINI,PE.ON OBI09/2019 USINGASHA TP TT WMI WATER METER _ ��19,/T./n INDICATE THAT BOILER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.BOHLER AUTHENTICATION CODE. YYY PLUS OR MINUS J'1 L'UI11�`y/ ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS.THE CONTRACTOR MUST,INN BENCHMARK r1 - - - -- WRITING,PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER PRINTED LOPIESOFTHIS DOCUMENT ME NOT CONSIDARED V LJ DEGREE SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE -- -_-- ---- ENGINEERING'SATENTION.BOILER ENGINEERING IS NOT REWIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH MUST BE VERIFIEDONANY ELECTRONICCOPIES. 0 DIAMETER BORING -- - C REVISION 2-10-04-19 , f SUBMISSIONS&CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 1� A NUMBER N. z iI —1 w Lw w 29 Z6ZU1U ; 4 wLOiU�tWjK eep Z W y W a z zw<=2wZ 1� DCG<D2 I° 955E r1 10D 2<Zzr 32i Cu oZQQakig x o ls �U�E z ag�zNazao 4$ m g 0 . 11 20'EASEMENT(FOR THE LSE V'AND MAWTENANCE , A PUBLIC LNNIBES'PER REVISIONS UNPL4i7E0-GOOD SHEPARD EPISCOPAL CHURCH- ,.828 P0215) ,,....,REV 60-42-40-25-00-000-5110 DATE 1' COMMENT aSMAI a �� () NORTH LINE OF PARC L �' a 0__ __ __ rs f DEC COMMENTS 5A1L1 e __ -_ 1 OS-1& 4 SNM APP NORTH LINE OF PARCEL �'/OS'(PJ • 0.20'D 420.0', e 24.B' A. 2 10aa-1s;DEC He eoMMENTs 4i_11-''. 6•v.c.(P.8.26 P416J, __ —3 _ _Z-_ _- 6•U.P 05..8.26 PG 1BJ 53'43-" -_-- —Da_)_ _ —r.I'g J N II J N , r— 20 EASEMEN Sa'(PJ ay.&oyE7 loam, No N. /P 0,.826 -�e A5___.'.{„., _0+ — — — — I—PczGsJ --- i -- -- --- h Ig 1 • , 1 h l ,` , 1` I .� ti o 8 N o 6000422-0040202,50e810- - - - - I 14- h a a I // s.o.+coop nsn 11 � h R'i -N , 29952 P0.662 I 1 ` s 00.11.4.111,1.11£531001.110 egFP+"sE kIv j !'- O)- iC I_1 I ' EEMENYT - 50(PJ 0 ii.iiii I. I F- soy PP,)_ �0(P) _ 1... _. "LL.—_ . : 0 -- __J ,16",---- — 4R71(CJ s''''S ;r•53'43E -;4 - -- 50/PJ __45(PJ 1ta°wrWbit1101,1. P )' ''s•UNCUT Call Wore youdq. r% --'' J V,_ ALWAYS CALL 811 MONO NiREMOW LOST Y89°5J'43'E/24.00/Ml _ LYMA RG7E(TBR) 4'EBUE AF '.F4,9. eM mG Aa N1[Ez r"1"st lis free r:nre to I0.570P P 2 NORTH DOVER ROAD (N°is) J Zoa�(r1 1 Gn'EAST 0 - ow -,STOP AAO SW TO 4 ' A•@ZLIG7EB � �" I '.` e/ EMR) a �� a >•�<,. LC P �I J - `w v• OBRJ 4'BFafE AmN+tr YJ _ ISSUED FOR MUNICIPAL& -- , '•' �� 0. 9 005(7001 AGENCY REVIEW&APPROVAL i. 4; SOUTH LOT LINE PER ORB 30592 •C" I" L\ � AVD ?3 NOTETOB-P.L PROJECT No: FL8190019 g I SAW TO BE ,K W. N89°53'43E(PL. RV: SIAM � S89°5176'W105.0() - - xamOW) = Qa 1B9°56OTE(i/B CHHEECKEDBV: API p W W DATE: 10-09-3019 .89°53'43'E10500(P)/15.00(0IJ 20GiT 0 ..1- 3 ?i' CAD I.D.: DMP SOUTH LINE OF LOT 8 ,N/B 2BUJ.I' BSE,ANT 11 t §.-.'''' I- —T-4� LNC(>BRJ =_ O �jtl� PROJECT: =_ 2` ,,g, PROP. _= y Q o SITE PLAN I $ DOCUMENTS — N FOR d c— ' I �SEt.W0.- ICEG MCHENRY _zr avrAe:,„ _= TO BE L '-'t'"— EL =6? 1:77.0,E��OW) PROJECT �25•EKOG sEsor . ..._1_____ ''! D BLUE =_U il CONSULTANTS LAVE 0,.8.26 PG215J P �' c= 4"H1H�� o q PROPOSED z+'1 ' e `r LINE(7811 a t z, e s e _= DEVELOPMENT -� ' ;d I •, 071 PROP SAWCUT 373 TEQUESTA DR. TESTA,FL 33469 Q I (4.* •' .SIGNS TOA a PAL MUBEACH COUNTY O ( -E u 0701 RELOCATED(VIP) == BOH LE R - O © ,� rz scI eEBI_� c 105(,1 a• s• WEST(P)295 2255 GLADES ROAD SUITE 305E z+' ``` 2e 4 22" 80CA RATON,FLORIDA 33431 W SET AIM.N41-21i '- DIVING STOP '7Phone: (561)571-0280 Fax: (561)571-0281 EL.=442' C.1b171.9 Fil1511.6.8 GER,OF AVT1-1.No 10,1N1 MOONED LANOSLAPE Alia111.7 BLOWN 1.1C.No 1..131100561 N90°00617E(P) — — — TEQLTEST�DRIVE SS10 R ato 4 gG • `,,,HER,'' Digitally signed by No.82025 °;;Ri,1 ,.Y 26 N �9t�,wENeE�°F4:; DNChr15_US,or Bohleirl =*? * •:* 8 Z_ H°ez0zs Engineering F00LLC' STATE ATE 001427E 00 66620F78 I F100004EB7 'sto he -��.f�,°F(ORIOP• ---,,,,. .....40:07,......41,,,` " Cepellini '"srB/ONALN.`` Date:2019.10.0910:26:36 F �S!ONAL E � , 04'00' ��� tom/ SHEET TITLE. `V a , Ie CHRISTOPHER CAPELLINI.STATE OF FLORIDA Ma :•,..,;P: '" PROFESSIONAL ENGINEER,LICENSE NO.8202E DEMOLITION THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY CHRISTOPHER CAPELLINI,PE.ON 0810912019 USING A SHE PLAN AUTHENTICATION CODE. • PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET NUMBER: {� - e2I1�L1 30 15 7.5 0 30 � 1 BtItItltltltttl — tttttt0 1 1-� C REVISION 2-10-04-19 ,♦ Nt SITE DATA: 395 PROPERTY OWNER(SI: I LIGHTHOUSE ARTCENTER INC. Z EB fy SITE ADDRESS(S): 373 TEOUa ESTA DR.,TEOUESTA,FL 33469 w Z --i x a w w w E, i! Z 9 u-2 nU x PARCEL ID NO(S): 60-42 025-10452-0030 A PORTION OF W W F CD W j o 60.42-4025.10.000.0010 W 0 Z W W W;W -a aZUWNQ a9 ENGINEER: BOHLER ENGINEERING ]c Q 'm.U,� ill 2255 GLADES ROAD.SUITE 305E 2 y z W Q?F 58s O OZaaa EO BOLA RATON,FL 33431 z goa3i��7aiM Cyd PROPOSED USE: I COMMERCIAL d Z VI a 40 Y g PP {2a j S '" a U SHOPPING W VIVA i STRUCTURE WITH PROPOSED 2NDUI NUMBER OF STRUCTURES: - y STORY ADDITION VI 1� El gg4 EXISTING ZONIND:NNCl:- NEIGHBORHOOD COMMERCIAL E PROPOSED ZONING: C-1,NEIGHBORHOOD COMMERCIAL _ 10'EASEMENT(FOR THE FUTURE LAND USE: COMMERCIAL VSE OF 40,YNMENANCF FEMA FLOOD ZONE: THIS SITE IS LOCATED WITHIN FLOOD ZONE•X•PER FEMA • % ONNG R1 SINGLE FMIILY DWELLING GSIIdCT1 OF PUBLIC MITES'PER MAP NO.12099C0176F.DATED OCTOBER 5.2017 REVISIONS FLU:OTHER PUBLIC FACiLMES�oLII of ERPIIBLICCIQJTIES J P026 PC.215) xrvary ONNG GICGNERGAL REV DATE COMMENTcaceorr ELU:COM ERCIAL 1J SMM LU COMMERCIAL l BUILDING SETBACK: REQUIRED PROVIDED 1 09-18-19 DRC COMMENTS SURFS(RIVE FRONT 15' 350, 2 1004.19 DRC COMMENTS SIDE NONE NONE APP ��_ _6"Yc.(P.026 PGIB) - -- -F 6'U.E(P.8.26 PG.I8) ,B _--- -- -- -- SIDE(AT INTERSECTIONS) 10' F 925' ,' 10'EASEMENT >3 N -I REAR(FROM PROPERTY LINE OR CENTER 10, f0' I (P026 8 1 OF REAR ALLEN 1( ! Pc7I5) - a -- --- - - n Q A - -' - --- --- -- - V V V 1�vt\/ - Q I AREA CALCULATIONS: SF AC . TOTAL SITE AREA 132,077 3.03 /�ONNG Ot COLNERGN. 1 0511NGISE TOTAL IMPERVIOUS AREA 122,885 2.82 (ELIC CONNERGM )I i F ARTCAR10600LLERELIGHTHOUSE ARTCENTER BUILDING AREA W-CONNERGM 1/ T 7 PROPOSED BUILDING (INCLUDES DMT COMMONS.ALSO OWNED 11,454 0.28 % 113,111,110waxn.T A ,0, 1STFLOOR=7.3593E BY LAC) xsxxru Nasox • I 0010 [076 L015T07AL 2ND FLOOR=I,SHSF LOT7 L071 Ccoxs13,cnoNoec.Rov w-51Ess030'100xoo>i ✓, 707AL 060SF TOTAL 0742S' 8.0.413 AREA HOOF=3563F TOTAL.502 SF IOTK.501 SF LA VIA DI DIO BUILDING AREA(REMAINING 27,123 0.62 AREA 7,880 SF AREA 3.741 SF J,41J SF TOTAL=15279U AREA 1,587 SF AREA 1,501 SF BUILDINGS IN SHOPPING CENTER) FFE=B8f e REMAINING IMPERVIOUS AREA 84308 1.93 flI TOTAL PERVIOUS AREA 9,192 0.21 811 OB'KYA1 • 1_ J __ -- -_ -- +.1 mw OP4'WAI E • ALLOWABLE PROPOSED K lowelsere WOK m \ L MAX BUILDING HEIGHT: 2STORIES 5' 2STORIES/34' Cell beta*you mg. c-i-Z)) • 'a, '> �ES5T.,G FIRE UWE- -LFC /��7 sTFaPMc( lT ALWAYS CALL 811 =INMTE ffIEEESTOPSMIED ADA y, STRP!NG(MEETS ���PPPrRRt000vvv FRE SIGN PERI REQUIREDPROVIDEDIt's Ia51.II's free it's lM1e!aw. ISIAXNNG(iYPI YMEELSTOPS AND $' IOCATEO DDA LIM NORTH DOVER ROAD f NEPA1STA/gMDS) /IPAISTANDARD3140 9= SKh51 P 5' ; AC OCRIUDDAGNaw) MAXIMUM LOT COVERAGE PARMNG FRE LANE' OCATED WHEEL PROP 4' STOP(TVP) BUILONGSA OVERHANG: 40% 31.1% 1 LOT 101 25. -COUMONS I ►\NR iIl\\\ I_ YELLOW �STSG 5 rt r ;�` ".•ADASTISPING ml TOTAL IMPERVIOUS AREA: 76% 93% ISSUED FOR MUNICIPAL& AREA 3,B905F 1 ��',(� MINIMUM OPEN SPACE: 25% 7.0% ;GENCYREVIEW&APPROVAL L 18.5' �I I . _ 1 28.2 1S 18' 2TA' • IF IB' 26.3 10 18' 20' IB' II F J��� ' } PROJECT No.: FL8190019 F 6, fff I 18 13�� 1 r v - PROP ADA l al T 1 e �OP a `u1 I, Q LANDSCAPE BUFFER: DCHERAWN BY: APL STRIPING(MP) 1 L 1 +- 2 FRONT 10' 0.22(VARIES THROUGHOUT) -- -- -a PROP4/WHITE DATE: 10-09-2019 7- STRIPING(TVP) SIDE(EAST) 5' 0 CAD LD.: SSP IIE I I Q I' SIDE(WEST) 5' P i/ PROP4'N}BTE PROJECT: REAR 5' S' L OTB STRPNG(TIP) �' \/ \/ \/ V \/ \/ \/ \/ PROP. sNsa AU 0 5SF 011 12 12 12 0 0 0 1 0 1021 PARKING REQUIREMENTS: SITE PLAN PROP FRE SIGN PER \ '•=•WHEELSTOPS \\ / F SHOPPING PLAZA 1 SPACE 1250 S.F.GLA , DOCUMENTS NEPA f STAKOAR08'NO / PP) • _ ✓r x PARKNG FRE LIME' ELU:PUBLIC BUILDINGS sr GROUNDS OWNER REQUIRED PARKING PROVIDED PARKING FOR PROP \ �j PROF'COMPACT FLU.PUBLIC 6MLDNGS �GRO �r • 24% COMPACT / PNMNG• 11 _(7.359 SF(LAC RENOVATED PAIWNG{e MARIONG5(TYP) 1ST FLOOR).7.566 SF(LAC MCHENRY NG GI COMMERCIAL ' -- -- -- SIGM(TYP)OF I;7' L 18. PROPOSED IONS 3 2ND FLOOR PROJECT ECU:COMMERCIAL H ��� �( _ IS 18 -I 18 PROP LANDSCAPING LIGHTHOUSE ARTCENTER(INCLUDES DMT ADDITION),356 SF(LAC L0710 r� IC .�a COAMONS.ALSO OWNED BYLAC) PROPOSED ROOF ACCESS)* CONSULTANTS 11/A/}r'A/11 \ T 3,890 SF(EXISTING DMT `25%OG.TOTAL BLKLIWC I �q -]- AREA 7,J77 SF � COMMONS)/250 SF=76.67 5 LAVE(pa. 9' 11\-d I•± SPACES=77 SPACES PROPOSED Ili • RELOCATE) -2SPACES/109 SPACES DEVELOPMENT 'I\NNW a AVIA DIDo,LIG. �.L� (INCLUDESPr' 186 SPACES 142 SPACES - F ' 1 - r UEEELT STOPS(TVPI TOTALCOMPACT SANO µD 373 TEOUESTA DR. Fame STRIPING ITV) VA�E�STOPS AND 1' t9 1 .._. TEQUESTA,FL 33469 SIGNS(DTP) „�� PALM BEACH COUNTY 0 L.. PROP IT WHILE a COMPACT REQUIRED PROV DED O , 1V ,_STOP BM tp T�S '� StGb(TYPI �W,1 HANDICAP PAWING(PER ADA w 0 NB AI 10 REQUIRED SPACTHE 186 ES), HANDICAP 6 6 B OH LER O m -- w-,.v vwwwvrrv.^+wv.wvv- r-/r ® F'\G I NEER 1 NG O NNNM�NN __ _____ _ +dg~ 1 -- -_ __ __ ALLOWED PROVIDED • 1 523 `U COMPACT PARKING SPACES(PER THE 2BOCA RATON,255 GLADES DFLORIDA 33431AD,SUITE E W 1U -,CO I DEVELOPMENT Ct VILLAGE OF UESTA OCK 25%µ0F REQUIRED '142X25%=35.5 SPACES= 4 SPACES Phone: (561)571-0280 (D 3 CP S r PARKING SPACES CAN BE COMPACT 35 SPACES Fax: (581)571-0281 PARKING SPACES) 5401,100 MNosc,.s0e.A50 UUTa ESS Rl.05 UcxS 60181n55: SITE DATA AND SITE PLAN NOTES • 7TT` r 7 - 1. THE AREAS MOVE ARE CALCULATED FROM THE FINAL SURVEY AND REPRESENT THE BUILDING FOOTPRINTS. • ' TEQUESTA DRIVE 2 TOTAL PARKING FOR. THE CIRCLES IN THE THEE SITE CONSISTS OFARKING ROWS E542 SPACES(INCLUDING NT THE TOTALPTHE HANACES THAT CDICAP SPACESH PARKING SAAND4 COMPACT INS.PARKING \SSOQN ENS ..€;- PARKING SPACES). C}/• _ 3. THE EXISTING PARKING STRIPING HAS BEEN UPDATED TO REFLECT THE LATEST FIELD CONDITIONS. :,. No.82025 A. ALL MODIFIED PARKING SPACES SHALL FOLLOW THE PROPOSED HANDICAP SPACE.STANDARD PARKING SPACE *I * .A. AND COMPACT PARKING SPACE DETAIL LOCATED ON SHEET C-901-THE EXISTING PARKING SPACE DETAIL SHOWN T. t . • ON 0,901 REPRESENTS THE EXISTING PARKING SPACES ONL STATE OF __ Y ORIO• . E. LIGHTHOUSE ARTCENTER SSTONALE ,• � NccMG (2u0nauR �5C RUI ELIAUCL0W51OGTYI41RSNsio1WR GALLERY INFORMATION: ��IIIr i. NUMBER OF EMPLOYEES:10 FULL-TIME AND 3 PART-TIME SHEET TITLE: F. ! ADDITIONAL CLASSROOMS:45 PEOPLE `F�^7� 4;:#1..'�75\ YEARLY GUESTS:20,000 PEOPLE SITE E \/)'/ - W E HOURS OFOPERATII]N:ACE SAT10:00AM-d'AOPM PLAN I SAT 10:00 AM-2:00 PM `."5PHERI( ',,, Digitally signed by Christopher '01 `a5..'.JceNea'-._64� Capellini CHRISTOPHER CAPELLINI,STATE OF FLORIDA, Si ',y: DN:c=U5,0=Bohler Engineering I PROFESSIONAL ENGINEER,LICENSE N0.82025 SHEET NUMBER: F�uC. C-3®1 _'✓: `I Ts 140 THIS ITEM HAS SEEN DIGITALLY SIGNED AND SEALED BY 4 =A0142]E00000165620F]BF10 ,0; ../NN_ 0004E87.cn=Christopher CN CHRISTOPHER CACODE.I,PE ON OBg9/201B USING A SHA aTareoA.O' Calsellini S AUTHENTICATION CODE. %SS/ORALE" Date:2019.10.0910:27x03-04'00' 30 15 7.5 0 30 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED I MUST BSIGNEDE VERSFIEEDEON ANY ELECTRONIC COPIESED AND THE SHA .CODE MN IMMIIIII l REVISION 2-10-04.19 , =•r 1,30. .41141, I,;_ MS t "•: Mir " �r d �. i SITE DATA: Z z t � ip y PROPERTY OWNER(S): 1LIGHTHOUSEARTCENTER ING. 222 ,;';> , 4,-- ki I h. • - SRE ADDRESS(31: 3]3 TEQUESTA pR..TEQUESTA,FL 33469 ^ ~ Z n _I A iA'-sl: W Z w re" g� A 1i 1 i-o: i II1' PARCEL ID NO 131; 60.4240.2510.002-0030 8 PORTION OF W W(DW F Z ., 24 a- '. .. A8 _Y {1 1 '• 4MT``,41,'YL A 66-0240-25-10-000-0010 Q,Z W W y W y2 '1.. t''74 rA,6 . ��TT�� ) - ''!f'�r � j,l' ir` jENGINEER: BOHLER ENGINEERING Z p 1'°LU O hi RRlB f m(7 F= ,! 0 s ` I ; I F t • Ali . .. ___... _..__ 2255 GLADES ROAD.SUITE 305E I �. 2 N Q<Z N § • j •. I ' I _ BOCA RATON.FL 33431 (. U Z R Q EL F~O CC t ( .�;;#'' y(, '� .k �+':, - O 10 10:1,t0',-,3,/,. .-rn 2 a {,Yii"`^, h 1 .' @ I i t 1 l�'YF Z. Q Qa,,ILs`Z Y3 '';, .( T't y In. i I - _ •w_ J .A L_. �4.•tj ;/gi.t \ . ,_' PROPOSED USE: ICOMMERCWL PC) l: J s3 ' ..•` bli•I - 1t wJ 1 PS A Ij tor,. 1 •�- 7^11 ! •T Jr ,q !; ) ' ? a r STORY ADDITION AZA 1STRUCTURE WITH PROPOSED 2N0 IA ��•��9�(( -Yl iII'' ��II - 44 } f NUMBER OF STRUCTURES: 1111 . • ' r i. II! EX STING ZONING: C-I NEIGHBORHOOD COMMERCIALC) L I y. r I ! I I' � _ A Mtn ,_PROPOSED ON NG: C NEIGHBORHOOD COMMERCIAL • -f •` I 1 we , - rFUTURE LAND USE: COMMERCIAL „!4- 1 I . r•.• ' 3'r THIS SITE 19 LOCATED WITHIN FLOOD ZONE'%'PER FEMA `+ r'6.,, % 1 r -- :L.IAPNO.12599410178F.DATED OCTOBER 5,201] REVISIONS i; •F INO 3!.,T ELLA SOT ERIFUOICFA I.FAMILY R / F , -- REV' DATE COMMENT I'F•cs .. j• -. L - ! 1 -- 4-0 sI j� ♦ � 1 FEMA FLOOD ZONE. _ _.__._- 5......45. SMM j•r•• - ._ :F •.. \ Y '. :•"- ',-'!L.T --..•-+'- i . `3[ _I•a, ', , t �j i 04( u r :,,•,-,.;.;' ':�� , `BUILDING SETBACK: _-.--. REQUIRED PROVIDED 1 09,8-191 DRC COMMENTS K . •.t f.. : i 6. ,.�Ly ...ej,$ ,1:. r '.":LCC" p'yr•_. E ST,,.G • V'l 'M� A •r I 1' 14, Yt i _ �j 4L� ,.�`{'-La�_.� (FRONT... _.. 5 .__- 2 10.04-19 DRC COMMENTS SMM s• Yt` .•- a)46.' N'C % _'trt YL., . . r.,. ,r'C. '...A• .._1. JF>LE CR'E . �tO ��., -_•J'- 1•. _ .1 •#"" G� 41. � {i■tr... "cICE NONE NONE APP •� i.j�:t..,_ ar . I `- --•i♦7 Rf • . 1 -TT- �661■L� '4...,,047 ,-.-„'-----7..-4-=,----)..,-77,T -,4.7,, - 1 r - .01,,A=ter.. __� -... _.. 1LE IAT INTERSECTIONS) 10' 125' +ice -_ - ,�60.` % _ `- _ _ _ '.74"..-'117.!..-_-,f.(_-_,1y 7 l %T . 'sr ,:I r t• iUUb) ,•�'° ''� -i • T•--\,5 jOFR(FROMALLETOPERTY LINEORCENTER -y' SIAL �.: K P -q "� OF REAR ALLEY) 10' W. ` L -.� ;IIA I . ,'rJ.' _ I ..�`��� l', ,= r . n� 1 d{ •..-:.' Ili-. 4-' AREACALCULATIONS: SF AC D .]J - 1 i ...:, C f F� __ _ �� ; �Iyt',\ , f 1 Y-, TOTAL SITE AREA 132,07] 3.03 .. :... z.ki. ( ,, , ';i' II '. I r t~•1 1111100USE ` TOTAL IMPERVIOUSAREA 122,885 2.52 al f 't-, c Y.V / f F, F i . _ 1` , rJ PROPOSED&III.DNfi ��. 16■ •' , LIGHTHOUSE ARTCENTER BUILDING AREA C ••' 'f'',• «6 j STF FLOOR 75645E - IBINCLUDESDMT COMMONS,ALSO OWNED 11.454 0.28 t a ' i i L V LACI 4 1 210 FLOOR.79SFF _:: / ' !S ( _..._ •1 c r,-""6scoxartool K= • \ ` .( IC ROOF=355SF D&'Eu@CY.W. } Ei -. 'LA VIA OI DIO BUILDING AREA(REMAINING (ccs ramwst, .F .4 r p - 2].123 0.82 TOTAL=152795E { ! -6UILDINGS IN SHOPPING CENTER( r - FFE=6.81 _ . , { ~ Iriihawah~i Y I. D 1 REMili AINING PERVIOUS AREA AREA 023 y 1tl t= M �I ):•-" 4 TOTAL PERVIOUS MEA 0.21 vy ,,,v. 1• f I. • IIS ' I i- -• •�-__-- rr+� r� [; _. __.. I:1 r ALLOWABLE PROPOSED Know Muth beim% • --' - %. « T^ m �., m L 0. - MAX BUILDING HEIGHT: 2 STORIES 135 2STORIES/34' Call betway.aia. Yt ',*'K® * PAC.,;.HI1E se-ocAt1 AOA t ' -E>�T RRE UNE �� � ' 1_� ALWAYS CALL 811 hh r '- 'i (fl -y' -- -- SRPNG(P.A. •AHEELSTOFSMID `� STRWKaREETS FROP s'.RE MGN PER T r ',, REQUIRED PROVIDED fast.Il's iree.It'sIM Mw. NOR1'EI D0\'ER ROAD 1 1.413A1 STANDARDS) NEPA tSTANDARDS-NO �� 1�1' 1 _ SIGYSITVPI1 ;sr, MAXIMUM LOT COVERAGE P1Rx'1G LIREIME' O7,.:°14E! .X VO'_ \ II L PROP4• r"'� 104101p) �'OW FRE BULDNGS 8 OVERHANG. d0', 31.1% 1; 'ti 1 -,/,',F4--.40 1 M. Col for '-i.:1C\\\LI\�\ ,, LME SWINGDA \ TOTAL IMPERVIOUS AREA: 93% ISSUED FOR MUNICIPAL& I - 125 'Al��� 531' STRPNG(1)'P I �+y _ -----4---- ;.'� ®1 .'I ,wCe_,aso sr _ f ! • L. \MI{ NIMUM OPEN SPACE zo% AGENCY REVIEW&APPROVAL rI I V I ����r 22 l6 2Tv I5 re' I; a z6 165. �Y`�) \�\J� �� >� Q /\ ♦ i • • � �,�' I ;�A -L J ` �, I _ o _1 LANDSCAPE BUFFER: DRAWN BY PROJECT o.. FLB19 1M Y It 1 6•. 19 'S' �� T 'C - t ,o -T PEIU 11 6 I �o �1� DRAWNCHECKED BY APL y�L,, !!,"'AAA 11 1 J� 1 '-7I-ti' YTom_•.,' _-_-_-.-__ - I, 1 STRPMG(TYP) L _ PRJPFNI6R x1 FRONT 10' 4.22(VARIES THROUGHOUT( DATE: 1009-2019 '- I, STRPgG RYA) SIDE(EAST) 5' 5 CAD I.D.: SSP 1 s, • I I.R '8 I SLOEIWESTI 5' 5 PROJECT 5. 5. I.• c X,'� '.ve I ' ..... (M REAR\/ �/ �/ �/ �/ �/ -1,,,,,- �/ PROP. I 1 5r SITE PLAN �' ' IF ' ���`�� 12 12 12 I�J 12 12 I •=��i t PANNING REQUIREMENTS: T T1L,f i,, •, PROP FIRE SIGY PE0. .r V5WN STOPS i'tIII i SHOPPING PLAZA:I SPACE 1250S.F.GLA Q DOCUMENTS I. 1 NEPA I STANDARDS 10 1 _-- (, ' ♦ PAWNS FRELAFE' ate . PROF / ) 6 - 6 OWNER REQUIRED PARKING PROVIDED PARKING FOR � ``�:,�I I 000.4101 PiOP COMPACT i �,r}_ J- ix pflOp • { L' =(],3599F(LAC RENOVATED MCHENRY otizi ,I, PARKING y MARK:NGS(1tP, ' 1ST FLOOR).7.564 SF(LAC MCHENRi 6GN9ITYPI��, T),/ 1 PROPOSED 2ND FLOOR S. I «' �.._ 1{ ` `.5 I '9- L. ,_, `° 18 • WASCAR% LIGHTHOUSE ARTCENTER(INCLUDES DMT ADDITION).356 SF(LAC PROJECT I • ■-� • 64 8 • COMMONS ALSO OWNED BY LACI PROPOSED ROOF ACCESSN CST r ' 1�5•P70' i�.- m I _ _ _ 3.890 Sf)250ING DMT CONSULTANTS E "4•• tit - G'�r(?ar� - - COMMONS)/250 SF=]8.87 ,y ttW•I.,��:i,i.. ''- R p. I i r _ - SPACES=]]SPACES � 4 I cl „ - PROPOSED I.: j Y S'JI T D , /""\\" ;o , =21.1235S/250 SPACE.49 !uvg0 Dlo.LLC REl :ED - SPACES-109 SPACES DEVELOPMENT �. 1 • .'„9-•' I -- • I , �� ) ':q`.E.J�tTOP31TW1 j `r COMPACT INGSP CES) (CAP AND I �T�/jI SA y� TOTAL SPAAR(INCLUACES) 186 SPACES 142 SPACES 373 TEQUESTA OR r-, I a j 410015 v 6 TOOPsSUIC 1• 6 �$ TEQUESTA,FL 33469 i• , �, i. ( . ' I I STR ( SKRURYP) .• , .a 3\ N _ PALM BEACH COUNTY - l-. `(�'` © I. PR04112.,11Th SACT �4 .f I REQUIRED PROVIDED fu'U-a \ 11 �, .. 1" IO' 37006W _ I I' �.pG )C'77y1 a•�i.. �•:.ri ...HANDICAP PARKING(PER ADA moi. ' .y�.:rt r/-'1 I ('4 I __ 0 10 (` T1 •F PARKING BASED. REQUIREMENTS OFF THEREQUIRED BB TOTAL 02 6 B 1 6%4 y^ 4. r 2 ' ••1 j1,1•t.0 1 1,11; '". F. '• •' ..1 ® = I�.1 1i :.I REWIRED SPACES): 00 BOH L E R �_F -,j # -.xx.7-. ,t I - I . " .-y:__,.., -'I 45t ��T _• M � 1� l 1_ tr. E c I u r F R I G ..1r _ 1;.. F 4'� o- , " -_ L_ h,r t j ___- -_ �, i_,�. �trS AuowEo PROVIDED 2255 GLADES ROAD,SUITE 305E •p i M" `\ .` - ', ?r.� 1 .'( VILLAGE FPARKING UESTA L SPACES(PER THE BOCA RATON,FLORIDA 33431 y�9'+ 0^_ "; , .R 4iBJ■{1L'A'ie'+`-=: x' _ _ I -•� ;'F' VILLAGE OF TT COOS,LAND -142 5%=35.59 ES= Phone.4 X 2 PAG 15811571 0280 '� „` -�T� , - PARKSPA BE OFREQUIREDREO 35 SPACES 4SPACES Fax o (561 5710281 P �I'1 '/: em .--.- '( �^ _ PARKING SPACES CAN BE COMPACT ) I.N•o6c/aa,•Rcry tEcr wsnE55t r 1 s, ISITE DATA AND SITE PLAN NOTES �16.F '•I • 4 .-:�.-x^.3.34•1.- t.--em �'^^"' • 1 KI THE AREAS ABOVE ARE CALCULATED FROM THE FINAL SURVEY AND REPRESENT THE BUILDING FOOTPRINTS. _ - - n 2. THE CIRCLES IN THEPARKING ROW9REPRESENT THE TOTAL SPACES THAT FACHPARKING ROW CONTAINS.THE `.•'ppHERR Gyp ' xj` 3r_<a,. - UES E - PARKING SPACESOR THESITECON3ISTSOF142SPACESONCLUDINGTTIVIr.DICAPSPANWAINC COMPACT :`p�..410ENSE;F�$�^ • TE TA DRIB' C „�.• 3. THE EXISTING PARKING STRIPING HAS BEEN UPDATED TO REFLECT THE LATEST FIELD CONDITIONS. No 82025 �A�y '� l'0,771$ • - r '`-' 4. ALL MODIFIED PARKING SPACES SHALL FOLLOW THE PROPOSED HANDICAP SPACE.STANDARD PARKING SPACE *: ,L=_-::T':3 Lh4 ' a\ - _ _F )^ ` (� m�°- AND COMPACT PARKING SPACE DETAIL LOCATED ON SHEET C-901.THE EXISTING PMKING SPACE DETAIL SHOWN I*`' ,lg"- lr,• r.• ` F� i•1K �BY11•� { _, _ - ON 0501 REPRESENTS THE EXISTING PARKING SPACES ONI �`°. STATE OF �[� h . (` L i .. ,/ N•+ 7' N' „7 .O.(•FS•;;CORIQ?;,-G� : t 3. ••. r,1�"�P;;, frF 7, 'N G ? ;"' m am USI :IRTCENTER S/ONALE\ - LIGHTHOUSE HTHO D N 'fll�.. a'.<+.r�fl�. _-_ , (. ,.p.A� (r.' t , �! tk fi. PcR ACR-, • - - .- R c9E, �a A � •{ +R DN Ba N, G:11,LERY INFO ILJI;ITION: 1 7 amu,,.. *I- �:' nrynam9RLLC u --' 1 .� ,' ,.� ,E.'.. : yy ])E000001654 SHEET TITLE ', ,. - !' 111 ! - "' .L� N -.7611 1 - NF)6FI006.87, NUMBER OF EMPLOYEES 10 FULL-TIME AND J PART-TIME ' : I 1 u,� 7 , r f uq w 'T'7"?PLAN�[ I T' . '/ ,F `ef'? �HI"°Ph`r CaP.6"" ADDITIONAL CLASSROOMS:45 PEOPLE (SITE t-LA1 Y W ' i1 y "Y: 7.'+� , 1� a la z7a2 na YEARLY GUESTS-20000 PEOPLE W (�� HOURS OF OPERATION MF 1000 AM-400 PM f E WITH AERIAL _.rii 1 `w- 'i '� �- },. a1 \,Tti,1L1/ 1.-N.� ; \ ��/ SAT 10 00 AIA YOB PM I 7 I ;' -w' dy l R" -f. ^• rI.� CHRISTOPHER CAPELUNI STATE OF FLORIDA. .1 • �� ( _ P '• Y • r f' PROFESSIONAL ENGINEER.LICENSE NO.82025 SHEET NC0BER: Lei It P. P t :< r, �.. 2. n�.. V ; . y THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY C-302 i 1„11,31\\ CSLT p 1 �.6 - • S AUTHENTICATIONHERCODE L PE_ON 0810912019 USING A SHA e mt.: fillir _ - 1 ^• 1 ^,._.... ', - a :.. I •� 1' + �Y"� 51 "' -1 30 15 7.5 0 30 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED t r ' I ; ,11 d -.c I' , 1F• • 1 r A - rI SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE ( �t Il _ _ - -------- j _ '1 •4 �'L�•� •,,,• •,fr _ _• 1-30 MUST BE VERIFIED ON ANY ELECTRONIC COPIES- REVISION 2-10-04-19 1 p4 z 11 ga w z NV /I 0 .1 w W W W W 3S ii WUUZFZWUD _ Ur W W N>W 2 ZG~AKN4 z �>Z U W N Q A� ,""1 NiiQm Li 1- 41 Z �WZZF 38a OCD §Z��i�a iia z5EVA015la 1� W > '1 '1, s 1�1 � v 1'22 92° N I: C) g 3 31 APPRRXIM4IE£00400 6 OF APAROXII4IE LOCATION Of EXISTING 4-CEMENT SANRARY LATERAL CONNECTION SANITARY LATERAL CONNECTION B" , REVISIONS ASBESTOS WATER MAN CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY WATER EXTSRNG S/5/MET8R REV DATE COMMENT SWITARY LNC _ __ _ __ __ __ F� __� _ __ __ - 2 09-18-19 ::::,,In -- -- -- EXISRNC B - _ DRC COMMENTS SMM liki DRC COMMENTS SPAM APP __ _8 M ," .- ___sem —I r, I' -T o— _I_ y I _ I N 1 —I — JL T L REB z_ — IN--,- ,E te- - " IlL S S S S 5 S- S S S S S S I S 5 5 �I 5 S I • I ilf IlV • • 1 1 LIGHTHOUSE I 1 ARTCENIERGMLERY PROPOSE08UEDWG IST FLOOR=7.3595E ` __ , 2ND FLOOR-7,564SE C Tv a 8009=356 SF I s00000H0000T3..,w.. s....�i .VASES, TOTAL 415.279 SF FFE=881 0 ILA '9$.@�1��', ' l ,— -- -- —:!� �_ m it f..1 I CaRIoRRewsdry ALWAYS CALL 811 • NORTHDOVER ROAD ,,,fast It's free irs the tat, DMT COMMONS I `e+ k+l e f.1 e z v`� ISSUED FOR MUNICIPAL& IAGENCY REVIEW&APPROVAL -- ',. I PROJECT No.: FLB180019 • DRAWN BY: MI5 _- -- -- -_ CHECKED BY: API DATE: 1009-2019 CAD I.D.: UTP • PROJECT: PROP. 0 SITE PLAN DOCUMENTS FOR MCHENRY PROJECT CONSULTANTS PROPOSED ,ee e e ,v e x"WPROPOSED ,e e e e ,.., e Se - DEVELOPMENT 1 373 TEQUESTA DR. TEQUESTA,FL 33469 PALM BEACH COUNTY • O F+-I 3 1 • '�` o ___==a________ B2255 EOIH S ROAD,SL EUITE oR \ 44• BOCA RATON,FLORIDA 33431 E i wPhone: 581 571.0250 Fox: 58T) 71or 1.02 1 uBescAPE SRr`CTeCT BUS...LI,BO I.O' s♦ 1 — — — — TEQUESTA DRIVE `'S`p,x0 R'raoF,, , s :y\GENS,•.�/: Digitally signed by Christopher _-te F„2T A?d?E N ``'yt.,/4 se-.<1C,-' Capellini _ g No.82025 •=61,8; `C: Moos EnEngineering 4-4115 F LLC•ohle *' =`a l * '*0 =A0142 E00000165620F78F 9 • STATE OF ; I v' C 100004 cn Chn 00h r 6POA''•�LO ,O�. swcsu :�0` CaPNlinl �',•7SS/ s ,%o_anLF.' 08[;:2019.10.0910:37'33 ONA\- '',SIONAI.E � rel l,ss 04'00' F �%\ SHEET TIRE: Irl ilt - I N! `IF J5 I� E CHRISTOPHER CAPELLINI,STATE OF FLORIDA _ .,, PROFESSIONAL ENGINEER,LICENSE NO.82025 i T V PLAN I' CHRISTOPHER CAPELLLTHIS ITEM HAS BEEN IINITPE..ON084091IGNED 001 USI GED BY ASHA UTILITY AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED S SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET NUMBER: 30 15 T.5 0 30 C-501 f �, I l REVISION 2-10-04-19 , Nk W : t z 49 a w 0 w Z w w U Zj Z1nU BK w WCD1ULiUq t9zwwm�w z Z>17r Wim �" ~>2UWfwnO �c 00 Z41�W Z_r §�g �II�� rO N]a 9"e w > agora¢ x K H U Ill F 8 .0 fa HREVISIONS REV DATE COMMENT 1 09-18-19 DRC COMMENTS SMM 2 10-04-19 DRC COMMENTS 5MM APP • CS CRAVAN4IS W.f.FOR WelirtOOR core,mwme1,34.0G M 110 Wu Nwxea�., 'ED BACKGROUND 1STPJ Know what's below. 811 Call before peek} ALWAYS CALL 811 ICs last.les free.les the law. WHITE LETTERS e ISSUED FOR MUNICIPAL& tr AGENCY REVIEW&APPROVAL TYPICAL STOP SIGN . , • ` REFLECTIVE ALUMINUM DETAIL(RI-I)(30") PROJECT No.: FL8190019 DRANK BY, SMM CHECKED APL / LEGEND AND BORDER-GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND NOT TO SCALE DATE: 10-032019 PARKING BACKGROUND-WHITE CAD SDP ® TYPICAL AT ALL ADA SPACES 4 / AT ALL'VAN ACCESS BLE-THIS SIGNPICAL PARK NG SPACES PROJECT: PROP. � �) SITE PLAN ACCESSIBLE DOCUMENTS FOR PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW MCHENRY PROJECT 5' 12 HANDICAP PARKING 2 [ENE G CONSULTANTS o� HANDICAP ALVANIZED TY CHANNEL POST SIGN(SEE DETAIL) 10� DDUSLE TO CENTER TO CENTER STRIPING PROPOSED '11 I I 11'v � �� PARKING SPAC DEVELOPMENT I 4'DIA SCH.40 GALVANIZED STEEL PIPE 60' STRIPING STRIPING !I sw [� I �7' vARY IN WIDTH) \ 373 TEOUESTA DR. BOLLARD PAINTED OSHA YELLOW FILLED 6"WHITE STRIPE HANDICAP o a: I WITH CONCRETE SPACED 3.5'APART 9'—� 1 TO INTERIOR TO INTERIOR TEQUESTA,FL 33469 v 9'MIN.TO f m \____,___6. / STRIPING STRIPING INTERIOR ( PALM BEACH COUNTY FO p m I I Y STRIPING 1 q 5 PAINT CONCRETE BLACK AFTER " f H.C.PAVEMENTPARKING (EXISTING t,30 CURING AT ASPHALT LOCATIONS SYMBOL(TYP.) O,Q 0 SPACES WIDTH) ~ m D Ou T FP. I [ ,,. 2• — • — i ENGINEERING 4000 PSI CONCRETELI .11 it''2 ma - • /m yE ti 2255 GLADES ROAD,SUITE 305E BOCA RATON,FLORIDA 33/31 7zz ip�yid • o ai iioiili z,,,,,,,/,(//,,— Uti 4:1) r.:. - " 4 1 4.. m ■ 4 (561 J 571 02801 Phone' Fax p w 4R MOO. �� 4. 4, 4.. . 4. LNmscws atw TEcr eus �emoss� 'uq NOTE ALL SIGNS TO USE ACORN BOLTS. /,',0-...R.: ` _ _ = PROPOSED STANDARD PROPOSED COMPACT EXISTING STANDARD :,\S,,a EMSco',,,„ ADA PARKING SPACE DETAIL PARKING SPACE DETAIL PARKING SPACE DETAIL PARKING SPACE DETAIL < *' No$2025 NOT TO SCALE •T • -• NOT TO SCALE / ': r a c NOT TO SCALE ( .'f •,. STATE OF ..[V ` NOTE:USE FOR ALL MODIFIED OR PROPOSED STANDARD NOTE:USE FOR ALL PROPOSED COMPACT PARKING ';�,o'"•E,toatog. ,: NOTE:NOT TO BE USEDF FOR THE MODIFIED PARKING s N o• PARKING SPACES SPACES .. ONALE..o SPACES.THIS ISA REPRESENTATION OF THE CURRENT PARKING SPACES ON SITE SHEET TITLE: NOTE: DETAIL ONE AT EACH ADA SPACE.WHERE ADA SPACES FACE EACH OTHER WITHOUT SHEET WALKWAY,THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES �7HEET BOLLARD MOUNTED ADA PARKING SIGN DETAIL „ER'c',,, Da9RallrsignedtrcnrlstSPner t0 �" .'io', C II PROFESSRTNA ENGIINEER STATEEOf FLORIDA, NOT TO SCALE y:'wux4.F pe ini PROFESSIONAL ENGINEER,LICENSE NO.(12025 _�: -2�. DN:c=US,o=Bohler Engineering SHEET NUMBER: _' � R'-*35 ;�_ FL LLC, THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY �e,{35�� 4 2 PU=A01427E00000165620F78F1 CHRISTOPHER CAPELLINI,PE.ON Oa/09/2019 USING A SHA r{,Je/ ,P 8000 „, AUTHENTICATION CODE. -o•-, :'�, 00O04EB7,cn=Christopher .,,,,s.,--`,NALe{?,` Capellini PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED Date:2019.10.09 10:29:00-04'00' SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE 1 MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ( REVISION 2-10-04-19 / 1 r 1 8SCOTT BAERsIBGENR,�l _ 'ti' EXIST.OAK TREES ON g GOOD SHEPARD c'2 -- EXIST.48"GREEN BUTTONWOOD ADJACENT LOT 4 EPISCOPAL CHURCH S i� 11�U�1.1PI lRl.II HEDGE(CONTINUOUS) LC2 H`. __ - 1 1 , -- 1 HEIST.(CONTINUOUS) 1 OD ' -- LANDSCAPE CALCULATIONS: -� ' -- --- --- i J-- : I A A HEDGE(CONTINUOUS) I _ a�I"'- - - PARKING AREA PERIMITER PLANTING STRIPS: NORTH (400 LF ALLEY ACCESS ROAD) - �' I _ REQUIRED 5'WIDE PLANTING STRIP,1 TREE/30 LF 13 TREES+24'HEDGE "`�,zs",,11!!!I —� __ PROVIDED-EXIST.B.WIDE UTILITY EASEMENT,NO TREES,24"HEDGE _-N,PRD$CA/JF •EAST (210 LF) Q, 1J.Bq--.9yy Y • 1 E- FOUNTAIN ___ n O O - '1,"• III' \ - - REQUIRED-5'WIDEPLANTINGSTRIP,1TREE/30LF+HEDGE=]BEES y;VO '19.1t-'''i�y, -,...,Th. +24"HEDGE • 9, PROVIDED-EXIST.NON-CONFORMING LOT,PROPOSED 5'STRIP,12 SABAL 2 CO•�°LA 0001660 i LIGHTHOUSE i PALMS+24^HEDGE '� LARTCENTER GALLERY PARCEL"B" WEST (214 LF RAV FRONTAGE AT PARKING AREA) STATE ~% Y PARCEL'S" PARCEL'S" PROPOSED BUILDING LOTI REQUIRED-1 WIDEDPLANTING STRIP,ITREE/30 LF+HEDGE=]TREES ',JIll1*i'� OF -*= I ? IJ �i LOT6 LOTS (ST FLOOR=7,359 SF PROVIDED-EXISTING NONCONFORMING LOT.NO PLANTING STRIP, n,,/.0R(OP= 1 l 2ND FLOOR=7,564 SF 7 EXISTING TREES.EXISTING SHRUBS IN PLANTING BEDS ,,,,, -_1 PARCEL,B" ROOF=356 SF PARCEL"B" TOTAL=15,279 SF LOTZ SOUTH 310 LF RAN FRONTAGE AT PARKING AREA) Digitally signed 1 LOT] REQUIRED-10'WIDE PLANTING STRIP ITREE/30 LF+HEDGE=IO TREES 9 by t 9 I = _ +24"HEDGE Scott Barber Dateo2t Barber PROVIDED-EXISTING NON-CONFORMING LOT,3'TO E.WIDE PLANTING STRIP, DdtB:2019.10.04 19'PLANTER 28 Podorsrpue(Hedge) h 9 EXISTING TREES,1 NEW TREE,EXISTING HEDGE I 1 W yNas 11:23:05-04'00' I 1 1 •(57 SF) „ Podocaryus(Hedge) •PALM SUBSTITUTION ALLOWED(MAX 50%OF TREES) __ _. 24^ht z 18'24 OC EXISTING&PROPOSED SITE _ _18 ,' -� PROPOSED 8 TREE CREDITS(2E TRIPLEDROEBELINI,5115 SABAL/RIBBON PALM) I 1 I- - _--.- - --__ - __--_-_ - _ REVISIONS -F _ •PARKING AREA LANDSCAPE.I - -- -- -- -- REV DATE COMMENT BY _ REQUIRED-15%OF PARKING AREA(61,259)=9,189 SF IT - - 77-- ///''' ���777�-- /// ----- -��- _ REQUIRED TREES-1 PER TERMINAL ISLAND=24 920119 ADD LANDSCAPE 58 /177-7-T7777777-777-7 �/ ���/ 7 7/ T/ / / �T T / //777777-1\6_7 �f7 7 / Tj^ _ _-_ REQUIRED-5'WIDE DIVIDER ISLANDS 1 TREE/40 LF 7�TJ��/f PROPOSED-EXIST.NON-CONFORMING LOT=5,458 SF LANDSCAPE AREA, 1a3118 VILLAGE COMMENTS SB / / / 1 NO PARKING DIVIDER ISLANDS -1 EXIST.24"PODOCARPUS 14-Linope mueran'Evergreen Giant. 80'LAMER- -_ -r./1 PROPOSED TREES-20 EXISTING TREES,6 FLAG POLES,2 NEW TREES __ HEDGE Evergreen Glenl Unope (160 SF) WOOD MULCH—Q• ,,0 N. O 35 18"x 18"18"OC EXIST.24"CROTON r�- ./ •PRINCIPLE STRUCTURE PLANTING: (6 PER ISLAND) / • REQUIRED-451'z 4'WIDE PLANTER BETWEEN BUILDINGS AND PARKING ROWS, 1 TREE/30LF=15 y / \ - - y, PROPOSED-EXIST.NON-CONFORMING LOT,NO TREES,118 LF HEDGE 1 DMT COMMONS 1 N J O O ? O © O O J Oeo, 2 - LOT 8 TOTAL BU/LDING \ _ S� iO4 I - - SEE TABLE FOR 18 1 a r AREA 3,890 SF - -_- _ +% ` \ g„ TREE SIZES ��^ FIRE STATION 14- 11/ 16 EXIST.LIVE OAK "1I/ I7 "-- \ _-. n 11 ALWAYS WHATS CALBELOW I \ EXIST.24"DWARF YAUPON (2 PER ISLAND) I jV( I HEDGE(1 PER ISLAND) /1 CALL 811 ,2-Sabal palma"° /1 TREE DATA TABLE: �T;j_ •BEFORE YOU DI Sabel•- 8'OD see CT Heigh) `"- /: te it.Gs its kw Irs the!sr -- I 14/ '.� TAG SPECIES TRUNK DIA. CANOPY DIA WH+EB UO119unShlne.COm I - 1 LIVE OAK 24^DBH 30 AQ NOT FOR 2 LIVE OAK 13'DBH 25' r 1 1 18 a1 3 LIVE OAK 15.DBH 25' PARCEL"B0 , EXIST.24.PODOCARPUS 11�// 4 LIVE OAK 9"DBH 25' ` CONSTRUCTION 5 LIVE OAK 12'DBH 20' - LOT9 %\ HEDGE 14/.. B LIVE /4"0BH 25' r PROJECT No.: 19-019.1fi 1 7 LIVE OAK 14^0BH 25' DRAWN BV: SJB \ -- 11 8 LIVE OAK LIVE 0A1( 13'DBH 25' CHECKED BY CR - I \ a rrM 10 LIVE OAK 13'DBH 25' GATE: 1013119 SCALE: AS TOTED e7-Podocalpu crophyllua 14 11 LIVE OAK 22.DBH 30' CAD 1,S LP_103 S/SO XI \ -- __,- Po•ocarpue(Hedge) '0 12 LIVE OAK 15"555 25' _- -s 36'Mx18',24'OC /I '. PROJECT: (� 1 13 LIVE OAK 12'DBH 25' PRVP o9' I 14 i /I v{ 14 LIVE OAK 15'DBH 25' k-1-'d _-� 3 15 LIVE OAK 9"DBH 25' SITE PLAN �/ }.. i 01 to°KrM'� 16 u1EOAK AK ie"oerHi 3a DOCUMENTS = PARPARCEL 18 LIVE OAK 10"DBH 25' CEL"B" _ I —�- 14^ ID 19 PODOCARPUS 14"OSH 25' FOR LOT 19 c• ,,� �% NOTES: MCHENRY I / TRUNK DIAMETERS ARE BY ATREE SURVEY. I - 4II CANOPY SIZES ARE MEASURED FROM AN AERIAL IMAGE. PROJECT O - CONSULTANTS --- Y; 10 11 x} 12 13 G 1a 15 — -- 18 1 �4 S 4 - --- - -2, ON ANT -� _ RETAINING LOCATION OF SITE EXISTING i Quercus •nia WALL 16 Irlur 7 373 TEQUESTA DR. 35-Ilex vomitoria Kane' 1 cage Crepe a ride'Natchez' EXIST.TI PLANTS Live Oak I�I'z� EXIST.8'RIBBON PALM Dwarf Vaupon Holly Watch Crepe Myrtle EXIST.3 FLAG POLES16'ht x 8 x 3"Cal R TEQUE$TA,FL 33469 17 ht z 17,24.0C 10'ht x 4'x 21/2"Cal.,Multi-stem 824'WAX JASMINE EXIST.36'STOPPER SHRUB i EXIST.8'DOUBLE , 14 EXISTING HEDGE PALM BEACH COUNTY ROEBELINI PALM ' EXIST.36'PODOCARPUS EXIST,3 FLAG POLES EXIST.38'PODOCARPUS =_ - i( (FIRE STATION) HEDGE 824 WAX JASMINE HEDGE , ._-.._. _ `� -- . _. _,. .- EXIST.BENCH scALE. N IST 85 - \. II,/�/�// G%BASS Z ___ O_ ^\ - EXIST OEXISTGRASS) 'n9 -- .. -- RS -- 5'CGPiCRcT'SIDEWALK _ —- PEXIST,000CARPDWAus 'S EXIST.GRASS-- - _ --- - - --- EXIST,GRASS / 20 /0 5 0 20 ---- —� (ST.AUGUSTINE) _ SEE TABLE FOR -19 EXIST.PODOCARPUS EXIST.OFF-SITE4 ROYAL TREE SIZES TREE PALMS 16'GW -----'r-- 120' 2 EXIST 8 LIGUSTRUM \\ TREES (STREET TREES) �� -,-� • - --- \ ------ \ EXIST.B'STOPPER SHRUB /� _ SHEET TITLE IRRIGATION PERFORMANCE NOTE: EXIST.24"xoRASHftufis 2'HORIZ T L - 24'HORIZONTAL COCOPLUM HEDGES LANDSCAPE -i. AN UNDERGROUND EIRRIGATION DSCA IS EXISTINGOD. AND APPEARS PROVIDES TE TEQUESTA DMA, 1 TA - PLAN PERCENT COVERAGE FOR ALL LANDSCAPE NOTED.THE SYSTEM WAS NOT INSPECTED FOR It dl lllal E OPERATION.OR WATER SOURCE TYPE AND SCHEDULE DETERMINATION. 2 THE IRRIGATION SYSTEM SHALL BE RETROFITTED TO PROVIDE IRRIGATION TO ALL NEW LANDSCAPE INCLUDING BUBBLERS ON TREES AND POP-UP SPRAYS ON SHRUBS AND LAWN SHEET NL TER I AREA. 3 TRAIN SENSOR SHALL BE PROVIDED. L-1 ( GENERAL PLANTING NOTES: /"� SCOTT CANOPY TREE PLANTING NOTES: --- li 11l` , 1.ALL LANDSCAPING SHALL BE FLORIDA GRADE OD OR BETTER. BARBER 1)STP D 1.ALL TREES SHALL HAVER MINOF ANY MA CLOEAGROUND F 18 UTILITIES UN IT IN 30 FT.OF FACE BE U111\17Ii1� INSTALLED WITHIN IO FT.OF qNV ABOVE GROUND UTILITIES OR WITHIN 30 FT.OF THE FACE OFASTOP 2 ALL LANDSCAPINGSHALL MEET OR EXCEED VILLAGE CODE SPECIFICATION REQUIREMENTS. DESIGNS 2. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AMERICAN NATIONAL 3.ALL TREE REMOVAL,AND RELOCATIONS REQUIRE A TREE PERMIT FROM THE VILLAGE PRIOR TO STANDARD INSTITUTE(ANsiyvao0 PRUNING STANDARDS. CONSTRUCTION. PA. MOON: 1. TRACTOR SHALL ENSURE FREE oRMION. acounoxDE 4.ALL NEW LANDSCAPE ISLANDS AND MEDIANS SHALL BE EXCAVATED TOA DEPTH OF 30"AND ALL PLANTING PITS PRIOR TO RLsrALunat. 1.1,.D`.t.\PI.ARCH 1'I'FI:I'F.RI.S PI.\\I\I- 33 z ALL TREE PITS SHALL DE APPROMMATELY Two TIMES LARGER BACKFILLED WITH THE SPECIFIED PLANTING MIX.ALSO,NEW LANDSCAPE AREAS OR PLANTERS ALONG THAN ROOT BALL PLAN FINAL TREE HEw ETHERS ARCHITECT.SERB uASBRR TO BE APPROVED THE BUILDINGS REQUIRE EXCAVATION TO A DEPTH OF 12"AND BACKFILLED WITH SPECIFIED PLANTING C-^_b0005Y3 . d.PRESSURE TREATED PINE BE USED FOR ALL WOOD STAKING SOIL MIX.LASTLY,A DEPTH AND SOIL INSPECTION SHALL BE PROVIDED BY THE LANDSCAPE ARCHITECT I. NOTES: SVS E ENSURE ADEQUATE SRL AND BRACING MEMBERS.To BEFORE THE LANDSCAPING IS INSTALLED. 1551 I Y\DCI.II 101115'1. 'PERCOUTON FORM].TREE PITS PRIOR TO \\IIJ.INCI(\.7-1.11- 'N resLOAERTHAT r 5.ANY EXISTING OR RELOCATED TREES WITHIN THE LIMITS OF CONSTRUCTION MUST HAVE TREE • PER HOUR ATREE SIWP WLL BE REQU REO. �, ISM1I ,1 PLAN ALL EE PITS 4N SHMROOBALL E APPROXIMATELY,.TIMES -_ay / PROTECTION BARRICADES. LAR /. �' B.CALL SUNSHINE ONE CALL SERVICE AT 1-800-4324700 BEFORE YOU DIG. N --44 �%�LIN:' 0�t% �.5y��11 - 7.ALL LANDSCAPING SHALL BE WARRANTIED FOR(YEAR AFTER FINAL ACCEPTANCE. .911 Y%13 �` ^I'I'!,i `v,149SC4/`h,l +'�`�'/ �" IIII��� 8.ALL GROUNDCOVER SHALL BE INSTALLED AT 75%COVERAGE AND 100%WITHIN 3 MONTHS AFTER =Q F ei 1,,,q"'o' /) Y 0\\1` Illli(I,t FINAL ACCEPTANCE. -4(•,- .,V-(J.@,1,9.41,// ti33•.V d 4 4.-- .1 PPOSITION ROTECT TREE WIT RACK RUBBERVERTICAL 1'14 N _ PALMS.PRUNE W FIELD n 9.NO LANDSCAPE SUBSTITUTIONS SHALL BE MADE WITHOUT VILLAGE APPROVAL. S--..1 p• 1'/ �\►]I) II R HOSE. 11171. ,MJ. LA-0001660 ..---1111 �N��G 1�/ NAnw.L rv•.N_DD NOT OAMACE BUD. 10 AN UNDERGROUND,RUST FREE,AUTOMATIC IRRIGATION SYSTEM WITH A RAIN SENSOR SHALL BE 411. -*- ���/i1�/' ��6`y��� RETROFITTED TO PROVIDE 100%COVERAGE AND HEAD TO HEAD OVERLAP FOR ALL NEW LANDSCAPING STATE 1t(r *IA, '6,I( OF *- LIQ► 0 *11�- 'l e9 PRIOR TO FINAL INSPECTION. T,1 �'✓�(� \^T FLUORESCENT ORANGE SAFETY FLAGS ON ALL SSA RS BURLAP Ar POMHOF SUPPORT ''n�0R10 P�= //'�` 1 1�1%�j y�l ` GUYS 11 ALL PVC RISERS MUST BE PAINED FLAT BLACK AND IRRIGATION SYSTEM SHALL HAVE NO OVERSPRAY �..� /0I��:.I%� \ 2,1,1W BATTENS.QUANTITY AS NECESSARY ••• )) �() a )) ��11 4112 GAUGE DOUBLE TWISTED GuvuuzE a . ONTO IMPERVIOUS AREAS. PARE OR APPROVED EWA STEEL BAND TO SECURE BATTENS 1 DEEP MULCH AS SPECIFIED.z4•DIA. 12.ALL TREES AND PALMS SHALL BE BRACED OR GUYED,AND ALL NYLON STRAPS OR WOOD BRACING Scott Digitally signed ,..; RIND MRER00 CLa WATER ASE OF TREE , OE NNL xzXSl TAWOAE BAVT555.nO UNLB IN 1. la 11 by Scott Barber /^L SHALL BE REMOVED WITHIN ONE YEAR OF FINAL INSPECTION. 1J f BERM..TO HOLD wATEa 8 TOE OF PAM Date:2019.10.04 21 MOW TOP U3 OF DEGRADABLE BURLAP B 13.THE PLANTING SOIL MUST BE 50%MUCK AND 50%SAND AND MUST FREE OF CONSTRUCTION DEBRIS, Barber 11:24:16-04'50' / AND TUCK BELOW sox.TO AVOID PACKING 1;N' KEEP MULCH FROM BASE1 DO NOT DISTURB WEEDS,ROCKS AND PH.BETWEEN 6.5 AND 7.0. FIBROUS ROOTS.RAREST AROUND THE ��- S•DEEP MULCH AS SPECIFIED,TREE RING, LW4U4 S LLR FROM BASE OF TREE 14. 1., \ ALL PLANT MATERIAL SHALL RECEIVE AT MINIMUM NPK FERTILIZER WITH MINOR TRACE ELEMENTS I ..• FINISHED / T DEPRESSION.WITH 6'SAUCER TO / 1 '�' -I �GRADE �' �` \\ HOLD WATER AND THAT 50%OF THE NITROGEN MUST BE DERIVED FROM AN ORGANIC SOURCE. REVISIONS 14 I-II �l•le 1��_ YXV%V WOOD STAKES OR APPROVED Sc I% ,� a-2.X WOOD BRACES NARK(TO -II I' -I III I,�•\p'�1T �/ = EQUAL LING SOIL / \ 15.ALL PLANTS TO BE TOP DRESSED IN A MINIMUM 3"DEEP LAYER OF ARSENIC FREE ORGANIC MULCH. REV DATE COMMENT BY 1=L�1=1E Ir \``�6 991- NECESSARYPER SOIL BACKFILL. SEE .111=11\V 11- �� �=III GENERAL UMDSCAPE NOTE 312.13 FOR / 16.ALL TREES OR PALMS IN LAWN AREAS SHALL RECEIVE A 2-FOOT DIAMETER MULCH RING AROUND THE 1 9120/19 ADD LANDSCAPE SB I I-� III-_ _ _�-I SPE flcArKwS 1- \� TREES AND THE MULCH MUST BE PULLED AWAY 3"FROM THE TRUNKS. 2 1N3/19 VILLAGE COMMENTS SB 11-III=III-II-III-III- _- - ROOT BALL SET3•<•ABOWFWIBNEO a _ _- �9/ WI. Dc . I1=II1=111'-'111-111=11I=11=IIT GSE x�JI\ 111 111 5�i �- PUNTING SOIL SAUTE,AMENDas FOR 17 ALL ABOVE GROUND ELEMENT,INCLUDING BUT NOT LIMITED TO FVC UNITS,TRANSFORMERS, .2e DIAMETER UNDISTURBED EEL PEDESTAL FOR ROOT 111-1 -- DEPTH TER r-IIHI � ,� i�l NECESSARY PER SOx.A4LY.SEE DUMPSTERS IRRIGATION PUMPS AND GENERATORS SHALL BE SCREENED WITH LANDSCAPING TO THE O CANOPY TREE EXISTING SUBGRADE _III - -x91-'`// GENERAL EMOTE..1.ISP HEIGHT OF THE ELEMENT AT INSTALLATION. I 1- F'FOR ROOTS..GRADE SCALE MS -M-111 SOIL FESTA18.ALL PLANT ROOT BALLS SHALL BE 10%ABOVE GRADE ANO THE WIRE BASKETS,BURLAP, 2e DIAMETER Aro GREATER STRING AND ROPE MUST BE REMOVED ®SABAL PALM TREE EXIB0113SLOSEOOE• 19.ALL FIRE HYDRANTS AND FIRE CHECK VALVES SHALL HAVE A MINIMUM 7.5 CLEARANCE FROM •_ ; THE FRONT AND SIDES WITH 4'CLEARANCE FROM THE REAR TO ALL LANDSCAPE MATERIAL W.ALL LIGHTS SHALL HAVE A MINIMUM 15'SEPARATION ON LARGE TREES AND 7.5'ON SMALL 1101E0 TREES AND PALMS 1.CONTRACTOR SHALL ENSURE FREE DRAWAGEAPERCOUDOx OF ALL PLANTING PITS PRIOR TO NISTALUTION 2.ALL DYES LARGER THAN ROOT BALL 21.ALL PLANTING PITS SHALL BEA MINIMUM OF 2X THE ROOT BALL DIAMETER. KNOW WHATS BELOW TREE STAKING OETAPPROXIMATELY IS AND FUCEMENT TO BE APPROVED By THE LANDSCAPE ARCHITECT. 4.PRESSURE TREATED PINE TO BE USED FOR AL WOOD STAKING AND BRACING MEMBERS ALWAYS CALL 811 21ALL TREES TRIMMING SHALL BE DONE IN ACCORDANCE TO CITY OF WESTON REQUIREMENTS •BEFORE YOU DIG 23.ALL EXISTING LANDSCAPING,INCLUDING BUT NOT LIMITED TO TREE.PALMS,SHRUBS, "�� xr.RA.Ir511N.xs x.M.. GROUNDCOVER,SOD,IRRIGATION,GRADING,AND CURBING DESTROYED DURING THE ����`\ o/� NOTCC MULCH BHUL BE PEST Aro ERECT FREE CONSTRUCTION SHALL BE RESTORED/REPLACED PRIOR TO FINAL INSPECTION. www.DABllsunshine.com 'Q e \/�Ni„..-VT . Be// ALL H.j\ \r q D \\//`\ zco4PLErELv�MOW EX.,.Soo As REQUIRED PRIOR TO PLACING 24.REMOVE ALL INVASIVE EXOTIC PLANTS FROM THE SITE B o 0�\tt��#IN //� '\\\3 N/�.II(VT , SOD ARO OMULCHD CLEAN.SMOOTH EDGE BETWEEN r 1 SOD Aro MULCHED AREAS) 25.ALL OWNERS OF THE LAND OR THEIR AGENTS SHALL BE RESPONSIBLE FOR THE NOT FOR e'3 \�N! B0 c% E AL1 II, i1 MAINTENANCE OF THE LANDSCAPING PURSUANT TO CODE. CONSTRUCTION [['��' G;j i\`(�l\\�pY� _'14I- 1111. f'MW.MULCH(SFE WANT SCHEDULE FOR 26.ALL PLANTING TO BE DONE IN ACCORDANCE TO PROPER HORTICULTURAL PRACTICES. , /,...,....1,,,L77..,!,\,-*K�.C,� "•S •� - - - - _. sPfuFr..nnoHs) , I 1!/ \��-. / _ 051/ PLANTING SOIL FINE RAKED AND FREE OF E55 PROJECT No.: 19U10.tfi ���G//1'> \ Q�i 111=111=111=111=111=111=11H111/. II __ ___ AND 0.ER DELETERIOUS MATERIALS,SEES 2,CALL THE CITY OF WESTON LANDSCAPE INSPECTOR AT 954921-7781 TO SCHEDULE A DRAWN BV: sJs o� ;/y Y,'k‘,..Al,, t1� -1�1 111 1 III " 111-111- //ji I (\ // /• _III 111 1 111 1111 111- SPECIFICATIONS) PRECONSTRUCTION LANDSCAPE MEETING PRIOR TO COMMENCEMENT OF CONSTRUCTION. CHECKED Br_ CR // //```// \ :\ `///'�, \\ //C \\i z NYLON STRAPPING OR AwNO]SR EQUAL III-III- • DATE: 1a3119 \�� %// 28.THE LANDSCAPE ARCHITECT OF RECORD MUST PROVIDE A SIGNED AND SEALED LETTER OF SCALE: AS NOTED / ►, z•%OP OE00WOOD STAKES OR APPROVED EC ACCEPTANCE AND PROVIDE AS BUILT FOR ANY CHANGES IN THE LANDSCAPE OR IRRIGATION GAO I.D.: LP_1 a3-19.SWG ,1!//f;U�_-'�\ •DEEP MULCH AS SPECIFIED x DIA MG. MULCH APPLICATION ' 'if NIMIAAI Y CLP FROM BASE OF TREE SUSIE MS (PROJECT: O I �► I III� BEaMBaLTOHaLGwArER PROP. '' .41,,,'-,,, SITE PLAN - ....,,,..%.t'4.1*4t.'`'''- '14r L _FWISHEDGRADEsMEwKKOROT ERPA WG DOCUMENTS• II-III-II (/i _ _ AT UK BE1GDEDEGRAVOIE BURLAP ill-III 1=1 1=1 1=1 AND OI o BELOW Bs DEGRADABLE R Ne WITH H OF SOD TO PAVEMENT FLUSH OTE.: FOR III111 ��� =1' � ROOTS BURLAP AROUND HE ORS,.ALLENS,EFREE DRANAGE,PERCOLAnaNOFALL wwTINGPTSeEDSPRKIRTOINSTALLATION 11=1 I� III �1 =III- PA ^" .0 PLANTN5PTSOHOD�DHAVEVERT.OALSIPESGOSEAPPROX2011 YTWODMESLARGERTHAPOOTSALL MCHENRY SOIL nOmlAmlhnromnlmlAlntlm TO UP III-III 111-ITL =1- - NECESSARY PER SOL ANALYSIS SEE GROUND OERSAINSTALL. EU E`D NM THEE TMEBEDSIO"LLBEEXCAVAATEDMORT°RELEWNGPL NTMATERIAL AND• PROJECT -1T1 14-III 11 �1_- - GENERAL LANDSCAPE NOTE I.12 3 OR I ll 111-1 µ WGBaLEXLEPTWHERESAGE I BLARBPAaNGEXLEPTW WHERE J SPEgF,CAT'a15 PLANT MATERML MASSES TO USE TWANG TED.REFER TO PLANT LIST FOR WaNDUAL PLANT • 1 I=1 1 I1 III - 1-11 ODTBALL SET 3•• WRNSHEDGRADE 11 I=1 111 1-I n n-I I-n _ = EXISTINGBa LAYERCLEANEDOF fi NO DEG=RRAINSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE-III-I I-I i I_I T L -III-I I-111=111 I 1=111=1"- I-I I=_ DEBRISA„D AMENDEDAfiNELE�ARYPER IPLANTNSTALLED ATE ROW.PARALLEL rDTHE BTRAGHT EDGE THOSE CONSULTANTS L ED ADIACExTTO CURVED MOOS SHAM BE PLAITED IN ROWS 'I UNaBTIIRBEOSaL PE AFat ROOT -111-III_ SOIL ANA.LSEE GENERAL LANDSCAPE PMtALELTORE CURVED EDGE EXISTING SUB0RADE AMETER AND EATER NOTE I A 11 FOR SPECIFICATIONS LOCATION OF SITE 11 MULTI-STEM UNDERSTORY TREE ®SOD APPLICATION O♦© ©OO TEQUESTA,373 FL 33469 O SOME MS WAIF xm Ale 000 IF PRaWOEAL,,IMOMa,e PALM BEACH COUNTY DO*pp0 AO•j SPACING BE WSN DIFFERENT X PLANT TYPES ` /SCALE: `ExmTWD ©A©: 1©I•© CONDITIONS� ©,Oeee-I •IETTEnHFORALs 71 '�,�PLINTEBACK FOR ANNUALSA H PLAN GROUND oRi MSAs ND i `m -a-CURB OR EDGE Of L MULCH PAVEMENT MAW BED UNE ia DEPTH OF MULCH,CLR FROM TRUNK BERM SOIL TONOLO WATER MRL DEPTH OF 1r PLANTING 3 y� GROUND COVER BEDS EXCAVATE ENTIRE✓� ,�'• �� GRawa COVER LOCATIONS -111 •''•'��'�`` �3e'' a7- - KG SRL BACKFILL.AMEND s �ET TIRE: 11-- t+I?:� / PLANTING III-�X11 " =1T IT GNERALNECESSARYC ANALYSIS SPECIFICATIONS LANDSCAPE 11-11 II- - NOTES& 111-LI=II' „DIAMETER AND PEDEBTAFa ROOT BALLS AND GREATER DETAILS SHRUB AND GROUND COVER 6 E Ms SHEET NUMBER: L2 L ) s MPC October 8, 2019 To: Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta,FL 33469 From: Lighthouse Art Center 373 Tequesta Drive Tequesta,FL 33469 RE: 373Tequesta Drive,Tequesta,FL 33469-Lighthouse Art Center DRC Committee Report responses Dear Village of Tequesta, Please find the attached responses to the various resubmission responses sent the week of September 30th 2019. We have meet or discussed each set of comments with the respective reviewer and have detailed notes below based upon those conversations. We believe our enclosed responses are correct and sufficient per the clarifications requested. Our revised DRC application is also enclosed, with our exhibits attached and labeled. Thank you for your help and assistance in this process and we look forward to moving this project closer to completion. Regards, Christopher Deluca Principal MPC Lighthouse Art Center DRC Responses Building Department- Mr. Jose Rodriquez Comment: Provide ADA spaces layout per Florida Building Code Sixth Edition (2017) Accessibility Please referto sheet C-301 that shows the new handicap spaces and striping that meets the current code requirements. New Comment: 10/1/19: Provide proper striping for pedestrian travel path for accessible routes Please refer to sheet C-301 that shows the proper accessible route stripping. Traffic Engineering- Mr. William Grieve Traffic Analysis Review 1. AtAM Peak Hour(Attachment3B),there are three(3)out-going trips on Tequesta Drive;either EBout(Old Dixie Highway to US 1)or WB out(Country Club Drive to Seabrook Road)should be revised to zero(0). Please revise accordingly. This will be revised and comply with forthcoming traffic report 2 At PM Peak Hour(Exhibit 3C),there are eight(8)EB out-going trips on Tequesta Drive(Seabrook Road to Old Dixie Highway). The table only indicates three(3); please revise. This will be revised and comply with forthcoming traffic report 3. Please conductturning movementcountsduring peakAM hours(7:00 to 9:00)and peak PM hours(4:00to 6:00)for vehicles entering and exiting driveways and compare against Palm Beach County turn lane requirements. PTC performed the referenced turn study on9/17/19. Thestudyconfirmed noqueueformed. 4 Please conduct field observations during same peakAM hours(7:00 to 9:00)and peak PM hours(4:00 to 6:00)for vehicle queues entering driveways at the shopping center. PTC performed the referenced turn studyon 9/17/19. The studyconfirmed noqueueformed. Site Plan Review (Traffic and Parking) McMahon conducted a review of the site plan with regard to parking and traffic circulation.The following issues did not meet the City codes: Upgrade parking lot to meet Village Code Chapter 78,Article X. A parking analysis was performed by McMahon Transportation Engineers and their report deemed that our actual parking usage was compliant with the current number of parking spaces available. Our parking lot, combined with our shared use agreement will comply with the newly updated parking code 2. Provide a stop sign and stop bar atthe driveways.Signs and markings shall be in conformance with all current state, county, district, and village requirements. A stop sign and stop bar have been provided as requested Sewer, Drainage and Water Review- Mr. Tom Jensen • We will need the Tequesta's Fire Chief concurrence on fire flow requirements,and they will also need to have a hydrant fire flow test performed. Note that depending on the Chief's requirements.the facility may need to upsize a water main to meet the required fire flow. We have requested a fire flow test from the VOT. We will verify if we have enough flow to accommodate our new fire suppression system and upgrade as needed. • The plans do not depict if a fire sprinkler system will be provided this will need to be confirmed with Tequesta's Fire Chief. If one is being provided.we will need to coordinate as to the point of connection for the fire line,or a possible water main upsize as noted above. We will confirm and a point of connection will be coordinated with VOT. • The current address has a 5/8-inch water meter.Based upon the proposed fixtures as shown on the floor plans,the new facility will require a 1-inch meter with a reduced pressure backflow preventer.Note that the facility will be responsible for any associated fees for the larger meter. We will upgrade and comply with plumbing codes and fee associated with this work • The existing water main that runs behind the Gallery is a 4-inch cement asbestos main. Noted Law Enforcement Review- Lt. James Pike • Will there be Roof Access? If so,it must be secured,alarmed,and have police accessibility. Per our conversation with Lt. Pike, the door will have an alarm, prop-sensor, camera, and electric strike disengaged by a panic button at the front desk. The Police department will have a key to the roof access, as well as the Executive Director for LAC. The key will be locked in a lock-box and only signed out to maintenance vendors on an as-needed basis • What will be the level of building security? We will have premises alarms and door contacts installed in our building • Will there be additional Camera surveillance added? Yes, we will have camera surveillance installed in the building Fire Safety Review- Chief James Trube Please refer to exhibits for Fire Marshall compliance response previously sent Landscape Review- Mr. Stephen Parker- 10-1-19 Comment Letter 1. Provide tabular data, specifically required and provided perimeter trees and shrubs, perimeter landscape buffers, interior landscape islands and divider medians, percentage of landscape coverage and percentage of native plant material. Provided on revised landscape plan 2. Applicant has responded they are determining the feasibility of increasing the size of the parking islands to meet minimum requirements. We are aware of the non-compliance and are approved under an existing non-conforming landscape plan. 3. The applicant has responded that once the parking plan is complete, they will look to add more planting pockets adjacent to the buildings to meet minimum requirements. The landscape plan was revised to show foundation planting areas along the front side of the building. These are shown and dimensioned on the plan. 4. The applicant has responded that adding required landscape islands in the center of the plaza would have a negative impact to the overall development. A waiver will be necessary. No new landscape islands were added to the parking area. 5. Proposed trees shall have minimum specifications of 16' height, 6' spread and 3" caliper in order to meet Village of Tequesta requirements (Sec. 78-393 Definitions). The landscape plan was revised to show the increased tree size 6. Add note to plan that a rain sensor device shall be provided (Sec. 78-398 Irrigation). This note is added to the plan 7. Note sizes of existing plant material. The landscape plan was revised to include a tree table with existing tree trunk caliper and canopy size data. Shrub heights are depicted on the plan. 8. Verify whether palm bracing system (Sheet L-2) is viable in limited space. Adjust as necessary. The palm bracing detail was revised to show a bracing layout plan that will fit with in the space provided. Zoning Review Questions General Comments 1. Revise and clarify page 5 and 6 of the application forms to be consistent with sheetC-301(Site Plan). The tabular project data on the application form is not consistent with sheet C-301. This is revised on the application 2. Clarify whether parking spaces on the west side of Gallery Square North (facing Seabrook Road)was calculated in parking calculations. The parking on the west side of the Gallery Square North has been included in the parking calculations 3. Provide signage perGallery Square North uniform sign code.See attached. Please find our signage package included in our architectural plans on page A 2.03 4. Revise architecture to be consistent with current Gallery Square North Colors (Benjamin Moore Champagne#1521). Seeattached Please find the attached property ownership building color letter in the exhibits and building elevations referencing our color scheme. 5. Label/indicate previous DMT building on site plan. This label has been added on Sheet C-301 Site Plan (C-301) Drawing Comments 6. Provide square footages for all area calculations. • The current site plan does not include square footages,it provides information in acres This has been revised on Sheet C-301 PARKING 7. Provide statement clarifying numberof parking spacesthatwill be provided perthe following two means:(1)AgreementwithGoodShepardChurch;and,(2)off-siteparkingattheSchoolofArt. The Gallery Square North center has 142 parking spaces. The School of Art has 22 spaces and we have a share use agreement with Good Shepard Church which has 104 spaces. 8. Provide parking agreement between Good Shepard Church and the LighthouseArtCenter Gallery. Provided 10. Provide detail/layout of the existing parking spaces. Please see sheet C-301 for details showing the existing and proposed parking spaces. Also, please see sheet C-301 for dimensions for the existing parking throughout the site. The existing parking striping has variable lengths throughout the site. Zoning Review C-1 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum 7,500 sq. ft. 132,077 (3.03 In compliance Lo acres) t Size Minimum Lot 75 ft. 404.68' In compliance Width 167.0' C-1 Requirements Front Yard 15 ft. 50+/- In compliance Rear Yard 10ft.from property lineor1Oft.from 10' from center of In compliance center of rear alley if easement applicable additional story of the accessory building or structure. Side Yard-West None, except 10 ft. at any intersecting None In compliance street and if contiguous with any noncommercial district Side Yard -East None, except 10 ft. at any intersecting None In compliance street and if contiguous with any noncommercial district Lot Coverage Max 40% 26,045 sf(33.6%) In compliance Building Height 2 stories/35 ft. 2 stories/34 ft. In compliance C-1 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Parking Sec. 78-705 (31): 142 total spaces Not in compliance Shopping centers: ADA: 6 spaces Onespaceper250 square feet of gross Provide leasable area (GLA). REQUIRED per Existing Plaza information per proposed addition: Shortage: 16 page 2. 32 spaces spaces ADA compliance is With Proposed reviewed Building Addition: 16+32 = Official. 48 spaces Landscape Min 25% 8,292 (6.3%) Not in compliance Open Space Per the mutual agreement in 1999, theopen space isa legal noncompliance. Sidewalks Per Sec. 78-331 (h)(7): Pedestrian 4.9' & 5' In Compliance walkways must be a minimum of 5 ft wide, parallel to roadways and a min of 4' from edge of roadway. Handicap parking is compliant and shown on sheet C-301 Site Plan Review Sec. 78-331. - Required; development standards; required facilities and infrastructure. By the terms of this chapter, all permitted uses in all zoning districts except R-1A and R-1,all special exception uses as approved by the village council, all planned residential development (PRD), planned commercial development(PCD),and planned mixed-usedevelopment(PMUD),all miscellaneous developmentand redevelopment,allsubdivisions,and all usesor construction lying partially orentirely in special flood hazard areas shall comply with the following: (a) Site plan review is required.SPR APPLICATION UNDER REVIEW (b) Conceptual review ofthe overall development, if phased,is required. (c) The developmentshallconformtoall minimum requirements of this chapter and anyother Applicable laws and regulations. SPR APPLICATION UNDERREVIEW (d) The development shall be compatible with the intent of the zoning district wherein it is proposed to be located and compatible with adjacent land uses. (e) No building permit shall be issued for the purpose of erecting any structure or building, or for structural alterations in any existing structure or building, until after the planning and zoning advisory board has reviewed and made recommendations to the village council,and the village council shall have finally approved the site plan in accordance with this section. However, for the items specified in section 22-53(b),the planning and zoning advisory board has final approval authority, and those items do not require further approval by the village council. SPR APPLICATION ISCURRENTLY UNDER REVIEW. NO BUILDING PERMITS WILL BE ISSUED UNTIL VILLAGE COUNCIL APPROVAL IS OBTAINED. (f) No building permits ordevelopmentordersshall be issued unless publicfacilities and services which meet or exceed the adopted level of service standards are available concurrent with the development impacts. Compliance with this requirement may be accomplished through one or more or a combination of the following processes: (1) Installation of all required public facilities/infrastructure/services prior to or concurrent with the development impacts. SITE IS LOCATED WITHIN URBAN SERVICE AREA OF VILLAGE&HASALL MUNICIPALSERVCIESAVAILABLE (2) Phasing of all required public facilities/infrastructure/services: a. By local government(capital improvements element). b. By the developer(development agreements). (3) Phasing of the development. PROVIDE STATEMENT The development will occur in a single phase. (g) All proposed development and or redevelopment shall be coordinated with and/or obtain approvals and/or permits from the following agencies: (1) Palm Beach County Health Department. PROVIDELETTERORSTATEMENT Palm Beach County Health Department has not been responsive to our inquiries since May. We will continue to reach out for communication. Please find the previous email communication as an attachment below (2) Tequesta Fire-Rescue Department (FireMarshal).PROVIDE LETTER OR STATEMENT The Fire Marshall has approved our plan. (3) Loxahatchee River Environmental Control District (ENCON).PROVIDED. (4) Department of Environmental Resources Management(DERM).Applicant: PROVIDE LETTER OR STATBVBMIT DERM has not been responsive to our phone calls since May. We will continue to reach out for communication. (5) South Florida WaterManagementDistrict (SFWMD).PROVIDE LETTER All documentation will be provided to the Village of Tequesta once received from the agency. Permit coordination email attached (6) Florida Department of Transportation(FOOT). N/A (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County(MPO). N/A (9) Palm Beach County TrafficEngineering Division.PROVIDE LETTER OR STATEMENT PTC has submitted to Palm Beach County Traffic Engineering the required TPS approval letter. It will be distributed when received. Attached is our submission letter to PBC. (10) Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department.N/A (12) Florida Power&Light Company.PROVIDED. (13) Telephone service provider,as applicable.PROVIDED (14) Solid waste purveyor. PROVIDED.. (15) Tequesta Water Department. PROVIDED (16) Other municipal,county,state and/orfederalagencies as may be applicable. Evidenceoffinalacceptanceofthedevelopmentorredevelopmentprojectby agencies listed in this subsection must be submitted to the village prior to review by the village council pursuant to section 78-334(d). (h) All new development and/or redevelopment must provide the necessary infrastructure to meet thefollowing level ofservice standards.Each application submitted pursuanttothis section shall be required to provide a certification from a licensed engineer in the state that the proposed developmentand/orredevelopmentmeetsorexceedsthelevelofservicestandardsforthelisted infrastructure as follows: (1) Traffic(roadsandrights-of-way).TRANSPORTATION CONSULTANT Traffic Statement Roadway Type (LOS) (LOS) Peak Standard Collector* C D, *Except Country Club Drive and Seabrook Road which are C Urban minor C arterials Principal arterials C (2) Sanitary sewer.A central wastewater level of service standard of 108 gallons per capita per day is hereby adopted and shall be used as the basis ofestimatingthe availability of capacity and demand generated by a proposed. Applicant provided statement (3) Drainage.A public drainage facilities level of service standard of a 25-year frequency,24-hour duration storm events hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement,each proposed projectand/orsite must maintain 95 percent of all stormwater run-off on-site. PROVIDE LETTER OR STATEMENT The existing infrastructure will not be affected by the proposed improvements to the LAC or the parking lot. With the decrease of impervious area in the parking lot,the site will slightly improve upon the existing conditions. Please refer to the provided Stormwater Drainage Report that show that the post development discharge rate for the 25-year 24-hour frequency decreases from the pre- development conditions, thus improving upon existing conditions. Health E (4) Potable water.The following potable water level of service standards are hereby adopted and shall be used asthe basisforestimating the availability offacility capacity and demand generated bya proposed development project: Applicant provided statement a. Average day water consumption rate: Residential 175 gallons/capita/day b. Maximum day water consumption(including irrigation): Residential 180 gallons/capita/day Nonresidential* 3,030 gallons/acre/day (6) Fire flow requirements. All development and/or major redevelopment must provide the necessary infrastructure improvements for fire suppression, including adequate fire hydrant placement, to meet the development's fire flow requirements in accordance with NFPA#1, Uniform Fire Code, Florida edition. Applicant provided statement. (7) Pedestrian walkways. All development and/or major redevelopment must provide a minimum five-foot wide continuous path of travel for pedestrians (sidewalks). Sidewalks shall be parallel to all roadway surfaces and be at least four feet from the edge of the roadway pavement.All sidewalk improvements shall be installed and maintained by the adjacent property owner. Location,set back,width and material shall be approved by the village.Sidewalks are existing with in plaza and along the exterior of plaza. (i) Reserved (j) The development shall projectforthe reservation and preservation of existing and future rights- of-way as may be determined by the village and in conformance with the county and village right-of-way protection plan.PROVIDED. (k) Site plans shall be required which incorporate innovative urban, architectural, and/or engineering design of impervious areas(e.g., parking lots)to maximize the retention of rainfall to these areas which will increase the recharge of groundwater while reducing stormwater runoff. PROVIDED. (I) All newdevelopments shall be required to limit post-developmentsurfacewater runoff rates and volumes to predevelopment conditions. PROVIDE LETTER ORSTATEMENT Please refer to the provided Stormwater Drainage Report that shows the post development discharge rate to be less than the existing discharge rate. (m) All proposed new development and major redevelopment within the coastal building zone of the village must provide forthe dedication of public access easements meeting the adopted level of service standards. N/A (n) All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a drainage/environmental statement describing how the proposed developmentwillaffecttheestuarinewaterqualityoftheclasslllwatersof the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment.The study shall meet the requirements of chapter 50, articlel, pertaining to environmentally sensitive lands. PROVIDED. (o) Newdevelopmentandredevelopmentshallnotbepermittedwithinthecoastalhigh-hazard area of the village as defined in section 78-832 except in accordance with the mandates of chapter 78 articleXll. PROVIDE STATEMENT- The proposed site resides in Zone "X" per FEMA Flood Map No. 12099C0178F, dated October 5, 2017 (p) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. PROVI DESTATEM ENT. We are not aware of any external impacts that would affect neighboring jurisdictions. (q) Determination of needed public facility improvements shall be made during the site plan and/or subdivision reviewprocessand priortothe issuanceofa developmentorderand building permit. PROVIDE STATEMENT. We will need to upgrade our domestic waterline and will be working with The Village of Tequesta to submit those applications during this process. (r) Stormwater management facilities including curbs, gutters, piping,culverts, ditches, etc.,shall be provided based on engineering calculations and design standards to ensure that all drainage improvements are in conformance with chapter 74,article IV.SPR APPLICATION UNDER REVIEW. vrEof rt„,, VILLAGE VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY 011, Department of Community Development Fee Paid: 345TequestaDrive Intake Date: 9r_� Tequesta,Florida 33469 �; ri��, I Ph:561-768-0451/ Fax: 561-768-0698 �i PROJECT#: ww s.tequesta.org F 'A. 4 4Cy COUNty L APPLICATION FOR SITE PLAN REVIEW DRC 0 PLANNING & ZONING BOARD El Meeting Date: VILLAGE COUNCIL ❑ Meeting Date: INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning&Zoning Board meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning &Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m., in the Village Hall Council Chambers. I. PROJECT DESCRIPTION &OWNER/AGENT INFORMATION PROJECT NAME: Lighthouse Art Center PROJECT ADDRESS: 373 Tequesta Drive, Tequesta, FL 333469 DESCRIPTION OF PROJECT: Lighthouse Are Center is proposing to add a 7,564 sf second story and 356 sf roof top to addition to our current building, Property Control Number(PCN), list additional on a separate sheet: 60-42-40-25-10-002-0030 Estimated project cost: $3,000,000 Property Owner(s)of Record: Lighthouse ArtCenter Address: 373 Tequesta Drive,Tequesta,FL 333469 Phone No.: 561-746-3101 Fax No.: E-mail Address:nancy@lighthousearts.org Applicant/Agent(if other than owner complete consent section on page 3): Name: Christopher DeLuca Address: 373 Tequesta Drive,Tequesta,FL 333469 Phone No.: 443-758-3570 Fax No.: E-mail Address:cdeluca@mchenrypc.com 1 II. LAND USE&ZONING A) ZONING DESIGNATION C-1 Neighborhood Commercial B) FUTURE LAND USE DESIGNATION Commercial C) Existing Use(s) Art Education Center D) Proposed Use(s), as applicable Art education center with second floor addition III. ADJACENT PROPERTIES Name of Business/ Land Use Zoning I Existing Use(s) Approved Use(s) Subdivision I Designation Designation NORTH Church of the Good Shepherd Other Public Facilities R-1 Single Family Dwelling District Other Public Facilities Other Public Facilities -4IC-1 Commercial and SOUTH 1 Retail and ResidentialCommercial and Low Density IR-1 Single Family Dwelling District Commercial and Low Density Commercial and Low Density 11 EAST Tequesta Fire Department Public Buildings and Grounds C-1 Commercial Public Buildings and Grounds Public Buildings and Grounds WEST Retail Commercial ¢C-1 Commercial Commercial 1Commercial IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. Please see attached use description. 2 V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement (to be completed if owner is using an agent) I/we, the owners, hereby give consent to Christopher DeLuca to act on my/our behalf to submit this application, all required material and documents,and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. Nancy Poltich Christopher DeLuca Owner's Name (please print) Applicant/ ent's Name(please print) piri&J Owner's 5' a Sig atur Applicant/Agent's Signature 10-8-19 lo-8-19 Date Date VI. APPLICATION FEES (1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEE:A$300.00 fee applies. (2) Review by the Development Review Committee(DRC). The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. FEE:,a$400.00 fee applies. (3) Review by the Planning and Zoning Board. The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE:a $300.00 fee (final approval) OR a $500.00 fee(recommendation to Village Council) applies (4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board, for Village Council review. FEE: a $300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant.The fee shall be paid prior to such application being scheduled for a public hearing requiring notice. Christopher DeLuca Owner's Signature to Acknowledge 3 VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven (7) 11x17 sets and Three (3)full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages, property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning & Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One(1)CD disk with PDF files including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings,models,drawings,photos,etc., will become the property of the Village of Tequesta. Pre application meeting 1 APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application t submittal 1 DRC comments provided to Applicant within 1 week of DRC meeting 1 Re-submit application Planning&Zoning Board Meeting— Deadline is 2 weeks following receipt of —► recommend approval DRC comments (3rd Thursday of each month) Village Council Meeting—final approval (2nd Thursday of each month) 4 VIII. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. Included (2) Required application fees. Already paid, receipt included (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. Included (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. Included (5) A recent aerial photograph of the site. Included SURVEY (1) A signed and sealed boundary survey (not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. Included (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100' of the project boundary. Included (3) Existing utilities within 100' of the project boundary. Included (4) Existing trees identified by caliper and species. Included SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. Included b. Tabular project data to include: Total gross site area in acres&square feet 3.03 AC/ 132,077 SF Total number of units(multi-family) N/A Total square feet of each primary structure 46,292 SF Total square feet of accessory structures N/A Total footprint of each building in sq ft&% 38,577 SF/29.2% Overall mean building height&number of stories ±10 ft/ 1 Story - ± 34 ft/ 2 Story (LAC) r Finished floor elevation for all structures 7.63 ft/8.81 ft Total project density in units per acres,if applicable N/A Total proposed off-street parking spaces N/A Height and location of proposed fences and/or walls N/A Proposed drive aisle width N/A Proposed sidewalk width N/A 5 c. Provide site data and setbacks: Lot coverage Impervious area I Open space area TOTAL SQ FT 1 41 ,036 122,855 9,192 PERCENT(%)OF SITE 1 31 .1% 93.0% 7.0% FrontSide Side Rear [- Primary structure 50' 0' 25' 10' Accessory structure N/A N/A N/A N/A d. Plans and location for recreation facilities, if any, including buildings and structures for such use. Included e. All mechanical equipment and dumpster locations, screens and buffers. Included f. Refuse collection and service areas. Included g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. Included h. Plans for signage including size, location and orientation. Included i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. Included N/A j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare,traffic safety, economic effect and compatibility and harmony with adjacent properties. N/A k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. N/A (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS N/A (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. Included N/A (2) Proposed traffic control signs. Included (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. N/A(4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation,drainage pattern, natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: Included a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable (See section 78-392 for applicability). Included N/A (2) Plans shall provide clear sight lines. N/A (3) Location of light poles. N/A(4) Provide landscape plan data: Required Provided Number of trees(including percent native) 76 37/ 84% Number of shrubs(including percent native) 567 322/ 93% native) Amount of groundcover(including percent ` 0 14 / 0 Total percent of native vegetation ` o a ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units, square footage and types,together with typical floor plans of each type. Included (2) Type of construction of all buildings per Florida Building Code. Included (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers, etc. Included ADDITIONAL REQUIREMENTS N/A (1) Environmental impact study/assessment. All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class Ill waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. N/A (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. N/A (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. N/A(6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 N/A(7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): Included a. Traffic(roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. Included a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire-Rescue Department (Fire Marshal) d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management(DERM) f. South Florida Water Management District(SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County(MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power& Light m. Telephone service provider, as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal, county, state and/or federal agencies as may be applicable. 8 Lighthouse Art Center Use Description Introduction Lighthouse Art Center was established in 1964 when a group of 8 local women came together to form The Art Group of Tequesta. The Lighthouse Art Center had a few successful shows and received interest from Mr. and Mrs. Christopher D. Norton and became an official non-profit shortly after. Over the next few years of growth, they moved to what is their current location at 373 Tequesta Drive. Since then, LAC has offered classes and workshops for children and adults, beginner through professional levels in various forms of visual art. They hold child summers camps and outreach programs to underserved populations in the community. They now have over 20,000 visitors a year at their exhibitions. Criteria The Lighthouse Art Center is applying for a Special Exception Use to expand their physical space to offer more classes and to be able to accommodate more visitors on a yearly basis. With the expansion, it will allow Lighthouse Art Center to add space for programming such as metalsmithing, woodworking, textiles, art therapy for veterans and more robust computer design courses. Renovating the gallery will allow us to showcase the work of local, national and international artists and attracting world-class exhibits such as this year's high season show, "Building Frank Lloyd Wright's Guggenheim," and our nationally acclaimed Plein Air Festival. We are proposing the construct a second story addition on top of our existing building. Expanding vertically is our only option and we are currently designing our new building to accommodate our increased class offerings, but also to improve our streetscape and create a show piece architecturally to fit with our art mission. Our building design and construction will also meet all green building standard requirements, as we are designing our new building to be sustainable and environmentally friendly. We plan to install an array of solar panels on the roof that will off-set our electrical usage by roughly 50%, as well as using sustainable materials and efficient HVAC equipment to reduce our total environmental exposure. Our goal is to foster a thriving art community in and around our facility to support our arts mission in the years to come. By designing our building in an environmentally friendly way, it further fortifies our goal of creating a sustainable community for years to come. Per Section 78-176 C-1, our use is a permitted special exception. Our architect, Scott Hughes, is an award winnings architect out of Hobe Sound, FL who understands the local building codes and has designed numerous homes and buildings in and around the area. As indicated in our elevations and renderings, our design will comply with all local building codes and will improve the look and feel of the existing shopping center we are located in. The finished product will be a significant upgrade to the current building and surrounding center but will blend in with the character of the greater community. Our request for this Special Exception is to grow and expand the visual arts for the Village of Tequesta and Palm Beach County. We will be able to improve the physical appearance of the shopping center, while improving the lives of children and adults alike, with expanded programs and classes moving forward. We have been operating in the same location for almost 50 years and believe our use has been a stable and beneficial asset to the surrounding community. Infrastructure Statement- #8 The Lighthouse Art Center infrastructure will include and comply,to the best of our abilities, with all local codes relative to the utilities,traffic, sewer,fire flow,drainage,potable water and pedestrian walkways.We have completed the necessary traffic studies and have satisfied the comments and questions from the VOT traffic engineering consultant.. We also completed two additional traffic and parking studies to satisfy comments from VOT. We have confirmation that our existing sewer can accommodate our expanded building and we will be upgrading our domestic water-line and install a new fire-line to accommodate the comments and building codes relative to our expanded structure. With the addition of more new landscaping and buffering,we are improving our drainage relative to the existing conditions. As we expand up, we are not increasing our impervious ground on our site. All documentation and communication is included in our exhibits. Additional agency permitting- #9 As part of our development process,we have engaged and attempted to reach all relevant parties regarding secondary permits and coordination with governmental departments and utility providers. The Fire Marshal, ENCON, SWFMD, Palm Beach Traffic Engineering, FPL, and VOT Water Department have all been addressed or approvals are forthcoming. We are still attempting to reach DERM and the PBC Health department. All documentation and communication is included in our exhibits. Exhibits Submission Check 3OHLER ENGINEERING FL, LLC V PLEASE DETACH AND RETAIN FOR YOUR RECORDS V INVOICE NUMBER DATE VOUCHER NO. AMOUNT 44 Ito to S'19 19.019 404. of-Tequata ttt02 400 fv no S1-tc ion Rt nus OO ULIENT IS PRORCT[O AY A NICna BOHLER ENGINEERING FL, LLCBank VCI /1.Ot t 2255 GLADES ROAD,SUITE 305E BOCA RATON, FL 33431 AmedcaY Mc t conr.Nent Bank' 55-136/312 No. 00266 PAY DOLLARS AND CENTS $ (011 () OO �X` ttUus la AtIVNOI4ONItea 00 VOID AFTER 180 DAYS TO THE ORDER tdoltf� r'/�7'�OF \( � equ� 101 PER 0000 26611 1:03 L 20 L3601:4347597465" BOHLER ENGINEERING FL, LLC r&ji no Sta-t. =WL V . f 1-ici4hous+t Arr 62 C,42.1(-421010 FREEDOM PRINTERS 800-653-0053 FAX 855-739-5992 Fire flow Information Fire Flow Requirements - Reference NFPA 1/ 2018 Note:Building Type II,category currently unknown.All Type II categories have been calculated Nearest Existing FH Flow Building Type Fire Flow Area(sq.ft.) Required Fire Flow(gpm) Flow Duration(hours) Test at a Residual Pressure of 20psi(gpm) 11(000) 15279 2500 2 Not Available A l'abk 14.43.2.1 Nininntm Required Fire Flow and Flow Duration Cir Build'utp Fire Flow Area I('(=0.0929 for nt 1 . Fire Flrn. twilit 1(443),1(332). 1V(211H), (a 3.785 for Flow Duration 11(22X)• 114111),111(211)• %%lily' 1 11(000),HI(200)* V(000). 1.,1min) (lours) :1-..t .7011 0-12,710) i 0-8200 0-5900 0-3/001 , 15111 _2.;UI 31),21141 t_',;01-17,400! !+210-10904) 54.101-74401 3401-14114) I 1750 11.'01-124,7401 t .011-21,0411 10!0)1-129411 7..10l-0$4H) 14cl-62IM4 WMNI ,111-1,. : I _ .`-01-29,9(10 12.901-17,JIM) 9$111-12,)00) 4i211-7744) 21.! 41 19:1(1--'1,+414) 2 1,2111-3:1,2(11 17.101-21,300 122,1011-15,11)1 7701-91116 'S444 59,001-70,940 33,201-39.709 21.:111-25,51)1 15.101-18,1W 91411-11,314) 2751) 70.901-83,700 39.701-17.1100 25.6111-:111101 1$.101-21.8441 111,'411-13,110) 3011) $5.701-)7,7141 17,11D-51,960 341.101-35.200 21.14411-25,9111 15.101-11,(111) 32511 , 97,701-112,7401 j 5.1!.011-63,41111 551,201-10,6/0 25.)01-29.300 15) (0) 01-1X, 0 3500 114701-1244.700 03,14)1-7'_,1401 10.(01)-14L100 29,301-33590 18,1.10 1-21 kt60 3750 128.701-115.!1X1 72101-82.1410 011,101-52.5(1) 33.501-3711(4) 20,(1)11-23,300 4000 11.'1901-161.2111 82,101-92.1(10 52,501-59.11M) 37.901-12,7111 23,3411-2(,300 4150 4 164201-183,111) 92.101-103,100 59.101-64i,(0) 12.701-17,700 210)1-29,300 4500 1143.101-203,700 10:5,101-II 1,01)11 (16,(410-73.300 17.701-53,000 99,301-39600 4730 203,740-225,2+1► 1: :.1411-126,700 73,301-N1.1(M) 5:1,001-58,114M32,1101-341000 5000 25.'4,3=_'17,70n : ..''I.-1:59,1X)0 81.101-189.2200 58.61411-05,110 341,1011-3cI,o4N4 5250 217.701-2"1.2444 I39,101-152,((1) 119,201-197.700 (15.-101-70,/1(4) 391111-1 S,7.4J0 MOO 271,201-21F-,900 152,601-1611,500 97,701-1(41,541) 744001-77,000 13.101-17,100 3730 Grcalri th.oa (anter th.in 1(11.501-115,1444 77.0))-$3,71$1 17.14)I-51,5(4) 6000 24.5'00 14141.5441 4 115.`01-('';,5)01 s5,7441-?41,31$1 51,5111-35,7(4) 6250 1'5.',4)1-1:1',,5404 . '.44.4011-97,91144 _,... .-I0k_>(0 (150) 1:43.+101-1 15,800 979411-i44i,4411 40,204-4.1.`1110 675() 115.801-156,741D 1 100,8411-1 1:1.21441 1.1.2411-414..44) 7004) 156,701-167!1110 1 113.201-1 21.3410 114 1411-7 1,611/ 72.50 067.94)1-I 79,140) I 121.3111-1291041 71.691-79,114) 734)0 179.•1/)1-191,400-i 1`21,4011-I3X,300 7!1,4411-15,100 7730 Grr.ttrt thin i Girt-stet th.t14 (ac,tt l that( 14000 191,1401 - 134.3110 45,1011 •'hi,ixuii"11,uw a+n,.n, ir..rl rrt,\)1'.7.2_.0. 144e-um a.a1.a)_Nl i,' i 1;00.1 Ii' I. Fire Flow Requirements - Reference NFPA 1/2018 Note:Building Type II,category currently unknown.All Type II categories have been calculated Nearest Existing FH Flow Building Type Fire Flow Area(sq.ft.) Required Fire Flow(gpm) Flow Duration(hours) Test at a Residual Pressure of 20psi (gpm) 11(111) 15279 1750 2 Not Available Z.Tuttle 18.4.5.2.1 Sinintuin Required Fire Flow and Flow Duration for Building% fire Flow Ares ftt(=0.0929 for ni) fire Flcn. gpmt 1¢443),1(332), IV(21U1), (x 3.7115 for Flow Duration II(222r 11(111),111(2111" V(111r 11(000),III(200)• V(000}* l.....'info) (hours) rt-__.7,00 I 0-12,790 0-t4200 4)-59041 I1-:iti110 15(M) --..%01--30,200 1=1111111111011 82111-111'001 1 51111-7991 3001-14141 1,511 ',201-314,704) 17,114)1-91,1444) 10,94,1-12.:11111 74111-J)1114) 1)11/1-/)200 2110 1 '.)011-18,3411) 21,:411-21,2141 1 12.9411-1 7.14111 911411-12.6$) 4)1411-77110 2250 1S,3111-50,0041 21,201-3:1,200 17,101-21.3410 1'2.1111-I 5t,4101 7701-911.14) 25011 59,0411-70!X111 33,201-39,7(41 21.301-2521001 15,-101-11),1(11) 'J((U-11,311) 2751) 70,91111-83,7011) 39,701-17,1(41 25.501-30,1(11►.._.- 18,101-21,1(11) 11.1(11-13,-40) 34100 8:4701-97,7111) 17,101-5.1900 301,101-35.2114) 21.8111-25,9041 13.101-15,600 3950 o—__. 'l 97,70)1-112.700 5!901-63,-140 45,1411-)i/.0i1N) 259X)1-29,30111 15,001-l8000 355(8) 112701-128,70X1 03 401-72.4(4) 141.001-10,100 29.34.11-33,50U 1$,11111-20,600 3750 .2.222._._.._.- ..-...-,._....._._- 11.---- 4.--- 128701-145,9141 72,401-442.1(4) 10,101-52.500 3.5,501-37!900 20.1101-23,300 4000 ~- l 15901-113-1204) 82,101-92.100 52,501-69.100 37.901-1.2,7081 23,301-21),300 4250 104201-183,14141 92,101-103.1(14) 59,101-06,000 11701-17,700 211,301-29,3110 4500 183,101-203,71141 103,101-111,1X10 6),)x11-73,300 17.71i(-5:1.1 ' t _9.301-32,4100 4750 203.701-225.200 II1,001-116,7(81 73,301-.$I,I0K) ',311 41-:,N.• t 4i 32. )1-3000 5000 225,201-217.7(14) 12(;,7411-15!.181 81.101-89,200 58.);111-1,-...+ 1 38,001-39,600 5250 217,701-271.2110 139,411)1-152,610 89.201-197.700 65,1111 . ? I 39.001-13,100 5500 271,201--2195,90() 152,4)01-184),5110 97.701-106,5(11) 741.001-1..,i14S1 13.-111--17,100 5750 (a atterth.an (;tract Ihau 106.501-115,800 77,(1111-$3.700 17.111-51,500 (1000 2915,9414) 166,500 4 115,0!11-1'_'5,504) M:i,701-911,4;001 51,N)1-55,7008250 125.5(11-135,5141 90.001-97,9410 55,701--00.2(4) 1)514 )35.51(4-1 15.84$) 917,9011-146,8(14) 4;01,901-01,0401 6750 115,1401-156,74111 106,1401-1 13.24$) ti 1.)40)1-4)9,0;4111 7000 1543,701-187,94$) 1 1:1,201-121,31X) 099,6111-7 1,04141 7250 „____ 107.9411-I 79,11i-1.301-129.0114 71,1111-791,1411) 417500 179.1411-191,((41 129.401-138.304) 791.1411-$5,1(141 7750 Grt atcr ttmu t:rcuter than Cat-awl than 44014) I".11,10114 1:48,30$) 85,1014) '-hive*4014 oftAnla(1ani JR 11.1eav1 un NFPA 291. 1 N)a'.,4111a 11.11_N)I.w 41:t991,1'.,1. Fire Flow Requirements - Reference NFPA 1/2018 Note:Building Type II,category currently unknown.All Type II categories have been calculated Nearest Existing FH Flow Building Type Fire Flow Area(sq.ft.) Required Fire Flow(gpm) Flow Duration(hours) Test at a Residual Pressure of 20psi(gpm) 11(222) 15279 1500 2 Not Available . Fable 18.4.5.2.1 Ninirttunt Required fire Flow and Flow Duration for Building% Fire Flow Arca ftr 1=0.0929 for nt) Fire Flow gpm/ 14113),D:132/, i 1V12IU4), t*3.785 for Flaw Duration U(222)' I ll(111).1Ulill) i V(111r it(000),III(200)" 9(000)• 1.'min) 1hour%) r__ .. I -.___ . -- 41-22.7114/ 11-12.78) 0-8248 )4 4 t - 0 1 22.7111-30,2111 11.701-17.1410 8201-1111)48) 1 5110 :3001-1108) • 17511 1 :311.2111-•38,7181 17,(111-21.41414 10,9)4)1-124114) 7901'4804 04111-4,.210 214141 38,701-18,31)4) 21,801-21.210) 12,901-17.100St44)1-12,602) 0 1, 11-770)41 'S0 18,9111-59,04)4) 21,_01-i'3 2411) 17,101-21.31111 12,1)411-15.1(8) 77111-9 NM/ 2510 rt 59,0)1-7091)0 33,2)4))-3!1,7481 21,}301-25.51)11 15.101-18,100 11411-11.3110 2750 70,5811-83.700 39.701-17.100 25.501-311,14)4) 18,101-21,8(8► 11,301-13,400 X)1 :11 ) 83,701-97,718) 17.101-514801 3(1.101-35.2(0 21.8111-25,900 13,-101-15,47110 S2541 97,701-112.718) 5194)1-63,4410 '%!7.'_'111-)0,6181 25,71111-2".14414) 15,6111-1841)00 35(8) 112,701-128.700 63.101-7 2,1<10 10,601-16.1484 2!.301 33,"I'0 18,001-2(,600 3750 128,701-1 15.900 72,1)1-82.100 117.401-52.5011 123.501-37.900 20,)701-21300 104)0 JJ 115,901-1(71,200 82,101-92.1011 52.501-59,10 57.901-12,7141 23,301-24.000 4250 147,2411-183,114) 512.401-103.10 59,101-474).1X4) 12.701-17.740 20,1(11-29.300 4500 183,101-21)3,700 10:1.101-11 1,4718) titi.001-73.3110 17.701-53.'1: 1 29.7111-:%9,67)0 4751) 109,701-125,240) 111.601-1_117,714) 73.:701-11.100 5:5.(111- ' 1 3`2,4701-341.000 5000 225.201-217.700 1247,701-139,1)0 $1.pit-".1-_'INI 58.6441-4 1 317,601-:39,4X10 5250 217,701-271.200 139,!01-1574,47(4) 89.201-97.700 65.1119 1 1 59.601-•15,100 5500 271,201295.900 152,4701-147!1,514) 97.701-1047.500 741444) , 481 13.101-17.100 5750 0- Gttaicr thin t;tratct than 106.501-115,8010 7 7.1)411-`, 9.;410 17,111-51.500 6000 2%5.900 160.500 I 4 115,1111-125,54111 •:,3701--1/0,0041 51.501-55.700 11250 .--...._,.r.. ... .-_ -.__---.. . 125.501-135,5101 '.10.6411-979441 55,701-74200 6500 135,54)1-115,8484 517,9411-101.800 60.201-41-1,8410 6750 115.801-156.7187 , 14)47.8111-113.:4X1 471.4111-041.618) 7000 1547.7411-1777,!88) ' 11:1.'1111-131.:34)41 69,4)11-74,10(1 7250 1077!4)1-179,1181 ) 121.301-I29.4,1M1 71.(111-79,814) 7500 179,101-I91,1410 129.6(11-1:38,34X0 7.9.4111--145,1/41 7754) 4:ra•atcr than e;, than (ar_h er than 14000 1111.1141 138,3481 85,100 I '1\iw.014 ,Ib111141NN1 Al. kJ*d uu\I A221) 1 NI,-...u1.d.41 20 I- 11349 ti'..I. FPL Statement Florida Power&Light Company FPL August 8, 2019 BOHLER ENGINEERING 2255 GLADES RD STE 305E BOCA RATON, FL, 33431 Re: 373 TEQUESTA DR, TEQUESTA, FL Dear SHAWN MCPEAK: Thank you for contacting FPL early in your planning process. At the present time FPL has sufficient capacity to provide electric service to your property. We have facilities currently available at this location. Please advise me early in the planning process once the final plans have been approved. This information will help us to provide you with the best service in accordance with applicable rates, rules and regulations. You may also respond to us through www.fpl.com. Please contact me if you have any questions. Sincerely, MIGUEL GALENO Associate Engineer A NEXTera ENERGY Company Sanitary Sewer Loxahatchee River District ���,R°"M�"r� Water Reclamation I Environmental Education I River Restoration -+ (73 2500 Jupiter Park Drive,Jupiter, Florida 33458 Y -cos- Telephone osTelephone (561) 747-5700 •Fax (561) 747-9929 • www.loxahatcheeriver.org D. Albrey Arrington, Ph.D., Executive Director 1971 June 6, 2019 Lighthouse Artcenter, Inc. 373 Tequesta Drive Tequesta, FL 33469 Email: smcpeak@bohlereng.com Re: 373 Tequesta Drive Sanitary Sewer Availability To Whom It May Concern: This letter is provided in response to a recent request by Sean McPeak, P.E., Bohler Engineering concerning sanitary sewer service availability for the subject property. Please be advised that, as of this date, sanitary sewer service is available to the subject property upon payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your review on our web site at www.loxahatcheeriver.org. Consistent with District policy, the Developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. Should you require additional information on this matter, please contact the District Engineering Department at (561)747-5700 Ext. 4052. Very truly yours, Kris Dean, P.E. Deputy Executive Director/Director of Engineering Services KD/lml Cc: Sean McPeak, P.E. V:ADEV\PROD\MistATequesta\373 Tequesta Drive.docx Gordon M. Boggle Stephen B. Rockoff Dr. Matt H. Rostock Harvey M. Silverman James D. Snyder Board Member Board Member Chairman Board Member Board Member Water Village of Tequesta IP. OF ri°4Ra 345 Tequesta Drive , ; 561-768-0700 Tequesta, FL 33469 www.tequesta.org sZ 4O 4,f co June 17, 2019 Lighthouse ArtCenter Gallery 373 Tequesta Drive Tequesta, FL 33469 Dear Lighthouse ArtCenter, This is to advise that the Tequesta Utilities Department is the purveyor of water service to the above referenced address to be provided in accordance with the Tequesta Utilities Department Water Service Policy and appropriate Water Service Agreement as required. This is a letter of service availability only and not a commitment of service. As of this date, the Tequesta Utilities Department has capacity to service and a firm commitment will be established when the Village of Tequesta has executed the appropriate agreements and connection fees have been paid. Should you have any questions, please do not hesitate to contact us. Thank you. Sincerely, Michael T. Roulund Lead Service Technician cc: Jim Weinand, Acting Village Manager Vice-Mayor Kristi Johnson Mayor Abby Brennan Council Member Vince Arena Council Member Laurie Brandon Council Member Kyle Stone Health Communication Subject: Lighthouse Art Center Expansion Date: Friday, October 4, 2019 at 1:15:16 PM Eastern Daylight Time From: Chris Deluca To: henry.harden@flhealth.gov Attachments: image001.png Please call me at 443-758-3570. Regards, Chris Christopher DeLuca Principal Health Communication Subject: Lighthouse Art Center Expansion Date: Friday, September 6, 2019 at 3:15:45 PM Eastern Daylight Time From: Chris Deluca To: henry.harden@flhealth.gov Alachments: image001.png Mr. Harden, I need to discuss an expansion project forthe LighthouseArt Center at 373 Teqesta Drive, Tequesta,FL. Please call me at 443-758-3570. Regards, Chris Christopher DeLuca Principal MPC 443-758-3570 www_ncheerypc.com Parking Use Study im cmAHON McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard,Suite 400 West Palm Beach,FL 33409 TRANSPORTATION ENGINEERS&PLANNERS p 561-840-8650 I f 561-840-8590 PRINCIPALS Joseph J.DeSantis,P.E.,PTOE John S.DePalma Casey A.Moore,P.E. Gary R.McNaughton,P.E.,PTOE September 24, 2019 Christopher J.Williams,P.E. ASSOCIATES John J.Mitchell,P.E. R.Trent Ebersole,P.E. VIA E-MAIL Matthew M.Kozsuch,P.E. Maureen Chlebek,P.E.,PTOE Dean A.Carr,P.E. Nilsa Zacarias,P.E. Jason T.Adams,P.E.,PTOE Christopher K.Bauer,P.E.,PTOE Village of Tequesta FOUNDER 345 Tequesta Drive Joseph W.McMahon,P.E. Tequesta, FL 33469 RE: Lighthouse ArtCenter Parking Analysis McMahon Project No. M11172.17 Dear Ms. Zacarias: McMahon Associates, Inc. (McMahon) has completed a parking analysis for Gallery Square North associated with the proposed modifications to the Lighthouse ArtCenter,located at 373 Tequesta Drive, in the Village of Tequesta, Florida. Modifications include a 7,920 square foot second story and roof expansion to the Lighthouse ArtCenter Gallery. Based on coordination with the Village of Tequesta, a parking analysis is required to determine the impacts of the proposed changes to the site. Figure 1 graphically depicts the Gallery Square North site location. Fi•ure 1 Site Location - . _ ■ `, �i'3 Gallery SquareNwlh 1 ` �Ir Engineering I Planning I Design I Technology mcmahonassociates.com Nilsa Zacarias September 24, 2019 Page 2 Current Land Uses Gallery Square North includes the Lighthouse ArtCenter,as well as restaurant and retail establishments. There are also three currently vacant bays within Gallery Square North. These include Bay 361,365 and 389. Bays 361 and 365 are currently under construction. The hours of operation range for each establishment within Gallery Square North;however,the range is typically included within the hours of 9 AM and 5 PM. Some exceptions to the range include Gallery Grille,which opens at 7 AM and is closed on Mondays and the Vintage Wine Bar,which is open Wednesday through Saturday between 4 PM and 11 PM. Some of the uses are also open on Saturdays. Current Parking Supply Gallery Square North includes a main parking area fronting Tequesta Drive, as well as a west parking area abutting Seabrook Road. The current parking supply for Gallery Square North is 128 parking spaces within the main lot(6 handicap and 122 standard) and 16 parking spaces within the west lot(0 handicap and 16 standard),for a total parking supply of 144 parking spaces. Parking Accumulation Analysis Parking accumulation data was collected at Gallery Square North on Tuesday, September 17, 2019 and Saturday, September 21, 2019 from 11:00 AM to 5:00 PM in 30-minute intervals. Results of the parking accumulation,summarized in Table 1,indicate that the highest accumulation of parked vehicles/parking demand for Gallery Square North is 81 parked vehicles and occurred from 12:30 PM to 1:00 PM during weekday conditions. Table 1: Parking Accumulation Summary WEEKDAY PARKED VEHICLES WEEKEND PARKED VEHICLES OBSERVATION TIME (TUESDAY,9/17/19) (SATURDAY,9/21/19) West Lot Main Lot West Lot Main Lot 11:00 AM-11:30 AM 10 37 7 41 11:30 AM-12:00 PM 9 38 9 34 12:00 PM-12:30 PM 9 60 8 31 12:30 PM-1:00 PM 9 72 8 26 1:00 PM-1:30 PM 10 68 8 32 1:30 PM-2:00 PM 12 66 8 33 2:00 PM-2:30 PM 11 54 8 34 2:30 PM-3:00 PM 10 40 8 23 3:00 PM-3:30 PM 8 37 8 20 3:30 PM-4:00 PM 5 27 7 11 4:00 PM-4:30 PM 2 20 2 10 4:30 PM-5:00 PM 2 16 3 9 Nilsa Zacarias September 24, 2019 Page 3 Seasonal Adjust of Parking Accumulation The parking accumulation was seasonally adjusted to reflect peak season conditions based on the Florida Department of Transportation,2018 Peak Season Factor Category Report. A peak-season conversion factor of 1.08 was used to factor the weekday parking accumulation to peak season conditions. Based on this analysis, the peak parking demand was determined to be 88 parking spaces for current conditions. Parking Analysis A parking analysis was prepared to determine if sufficient parking would be provided for Gallery Square North with the additional parking spaces that will be required for the modifications to Lighthouse ArtCenter and the currently vacant spaces. The increase in intensity for Lighthouse ArtCenter was obtained from the site plan submitted to the Village. The intensity for the vacant space was based on information obtained from Palm Beach County Property Appraiser. The parking requirement was determined per Village Code Section 78-705. The parking requirement for the additional/vacant space was determined to be 53 parking spaces, as summarized in Table 2. Table 2 Parking Requirement for Additional/Vacant Space STORE/TENANT INTENSITY PARKING REQUIREMENTREQUIRED PARKING SPACES Lighthouse ArtCenter 7,920 square feet Bay 361 2,168 square feet 1 space per 250 square feet 53 Bay 365 1,666 square feet Bay 389 1,505 square feet Results of the parking analysis, summarized in Table 3, indicate that the total parking demand for Gallery Square North is 141 parking spaces,including the uses currently in operation(calculated through parking accumulation data collection), as well as the parking requirement for the additional Lighthouse ArtCenter space and vacant retail bays (calculated by applying current Village Code). Gallery Square North will continue to provide a parking supply of 144 parking spaces. Therefore,the available parking supply for Gallery Square North will exceed the parking demand by three (3) parking spaces once the proposed Lighthouse ArtCenter is complete and the vacant retail space is operational. Table 3: Parkin• Anal sis Summary SCENARIO PARKING SPACES Highest Parking Accumulation(Seasonally Adjusted) 88 parking spaces Parking Requirement for Additional/Vacant Space 53 parking spaces Total Parking Demand for Gallery Square North 141 parking spaces Parking Supply 144 parking spaces Excess Parking Supply 3 parking spaces Nilsa Zacarias September 24, 2019 Page 4 Conclusions Based on the analysis contained herein, the future parking demand for Gallery Square North with the proposed modifications to the Lighthouse ArtCenter, as well as the construction of the currently vacant parcels, is less than the available parking supply. Should you have any questions or comments regarding these findings,please do not hesitate to call me. Sincerely, Natalia Thais Lercari,P.E. Professional Engineer License No. 68205 State of Florida,Board of Professional Engineers Certificate of Authorization No. 4908 NTL/cec Attachments F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_17_Lighthouse Art Center\Reports\LtrNZ092419.docx SFWMD Subject: LAC SFWMD Permitting Date: Thursday,September 19, 2019 at 12:36:52 PM Eastern Daylight Time From: Sean McPeak To: amirza@sfwmd.gov CC: FLb190019@nf.bohlereng.com, Chris Capellini,Chris Deluca Attachments: image003.png IIItlIIR you 1U1 LdR1116 lily Lein dl IU UIJL.UJJII It,' WINE W111 LOC IICCUCU IUI UM pi VIJUJCU LI6'1IL11VUJC NI L\.CI MCI improvements located at 373 Tequesta Dr,Tequesta, FL. I wanted to send a follow up email stating what was discussed. If any information below is not correct is needs to be clarified further, please let me know. As discussed,the site will not qualify for a 10-2 permit as we are over the 2 AC threshold for impervious surface. We will be required to submit an ERP permit which is a $2,000 fee.We will be required to run the standard SFWMD storm events to show the pre/post existing conditions.With this being an existing site and the existing infrastructure not being altered,we will need to have an explanation for if we are not meeting certain standards(ex.Water Quality or Finished floor elevation).The preferred method of submittal is through the ERP permitting website. Thank you again for taking the time to speak with me. Please let me know if you would like additional information on the project. Thank you, Sean McPeak I Design Engineer 2255 Glades Road,Suite 305E I Boca Raton, FL 33431 P:561-571-0280 I smcpeak@bohlereng.com www.BohlerEngineering.com Confidentiality Note:This e-mail,and any attachment to it,contains confidential information intended only for the use of the designated recipients, which information may also be privileged.If the reader of this e-mail is not the intended recipient,the document has been received in error and any use,review,dissemination,distribution,disclosure or copying of this message is strictly prohibited.If you have received this e-mail in error,please notify the sender via reply e-mail and immediately delete this e-mail from your system. Village Ownership Building Color Info LIG H T H O U S E Village of Tequesta Box 3272 A RTC E NT E R 357 Tequesta Dr GALLERY& SCHOOL OF ART Tequesta, Fl 33469 Nancy Politsch BOARD OF DIRECTORS Lighthouse ArtCenter Honorary Chairman Peter Lawson-Johnston 373 Tequesta Dr President Patricia DeAloia Tequesta, Fl 33469 Vice President Jennifer Schorr Treasurer Tricia Trimble Secretary Jane O'Neill RE: Community Appearance Board Review Gallery Square North Exterior Board Members Susan S.Rardin Sally Bliss The last time the colors at Gallery Square North were reviewed was 1999. Laurel Brower The 1999 letter was written to Cyrese Colbert, who represented only one Amelia Crain owner at that time. Nancy DiPierro Debbie Kane As the new owners of Gallery Square North, La Via Di Dio, LLC and Cyndi McDonald Lighthouse ArtCenter, LLC would like to amend the colors that will be used Colette Meyer,Esq. on the exterior of Gallery Square North. Anne Palumbo,Ph.D. Martie Sachs Susan Mamas Spencer* 1. The Exterior walls of the Gallery Square North will be a choice Diane Tohn of: RobertTrevisani Behr PPU26-10 Chic Gray(currently used on LAC Walls,Artist Roseanne Williams Studio), "Past Presidents Behr TC-39 Anonymous(currently used on Atlantic Cabinet)or Behr PPU7-09 Aged Beige (currently used on Marie Antoinette, Executive Director Nancy Politsch Back Alley and wall on east side of parking lot) 2. The cobblestone in the courtyard Behr TC-41 Dark Ash or Behr TC-39 Anonymous Lighthouse ArtCenter Gallery 3. Paint trim and accent: Gallery Square North Behr PPU 15-20 Poppy Seed and Behr BL-W15 Frost 373 Tequesta Drive 4. Awnings will remain white and black. Tequesta,FL 33469 (561)746-3101 5. Wall signs:Offset Lettering in black or Behr TC-45 Black www.LighthouseArts.org Lettering Lighthouse ArtCenter School of Art 6. Entrance sign to match the above building/wall sign colors 395 Seabrook Road Tequesta,FL 33469 (561)748-8737 Sincerely, 1110 2/066 i0;c:, • Nancy Po Itsch Katrina Peterson Lighthouse ArtCenter La Via Di Dio PTC Updated Traffic Studay Transportation Consultants 2005 Vista Parkway, Suite 111 West Palm Beach, FL 33411-6700 (561) 296-9698 Fax (561) 684-6336 August 7, 2019 Certificate of Authorization Number: 7989 Revised September 25, 2019 Mr. Quazi Bari, P.E. Palm Beach County Traffic Division 2300 North Jog Road, 3rd Floor West Palm Beach, Florida 33411-3745 Re: Lighthouse ArtCenter at Gallery Square North - #PTC19-063 Dear Mr. Bari: The purpose of this letter is to provide a traffic study for the above referenced project to determine if the proposed development meets the requirements of Article 12, Traffic Performance Standards, of the Palm Beach County Unified Land Development Code (ULDC). The proposed project is located on the northeast corner of Tequesta Drive and Seabrook Road in the Village of Tequesta, as shown on Attachment 1. The existing shopping center (Gallery Square North) has been in existence since the 1960's and therefore considered vested for traffic concurrency purposes. The definition of Shopping Center in the ITE Trip Generation Manual allows for a variety of commercial uses. The shopping center has historically consisted of a mix of uses, including retail stores, art gallery, bank, hair salon, quality restaurant, and furniture/antique stores. The current proposal consists of adding a second floor to the Lighthouse ArtCenter, which occupies one bay of the shopping center. The existing Gallery Square North consists of 38,647 SF of shopping center uses. The proposed project consists of 46,292 SF of shopping center uses. A Buildout year of 2022 is requested. The PCN's for the site are 60-42-40-25-10-002-0030 and a portion of 60-42-40-25-10-000- 0010. Attachments 2A through 2C provide the daily, AM and PM peak hour trip generation for the proposed project. Based on the net increase in peak hour trips of 24 PM peak hour trips, the radius of development influence is one-half mile. Attachment 3A provides the project traffic assignment on a map of the area. The maximum percent impact on the study area roadways is 0.89% as shown on Attachments 3B and 3C, which are based on the net increase in trips (refer to Attachments 2B and 2C). The project impact is below 1% of the adopted LOS D service volume, representing an insignificant impact to area roadways. Therefore, the proposed project is in compliance with the Palm Beach County Traffic Performance Standards. A traffic count and queuing study was performed at the existing driveway on Tequesta Drive on September 17, 2019. Existing and projected driveway volumes have been provided on Attachment 4 for the site. Based on the total existing and projected peak hour driveway volumes, no additional turn lanes are required. There were no reported queues for vehicles entering the driveway during the peak hours. Refer to the Appendix for the driveway volume d witl ji counts. If you have any questions, please do not hesitate to contact this office. ��a��Op► RICCq °if•i , *b>.•�CE/44* ••. Si , . No 45359 , , •jrinda Riccardi, P.E. Z'a.tL Florida Registration #45359 S�� STATE OF : t, O. Attachments , ,,% , A1A1-Ea,� This item has been electronically signed and seare�b)/19 fd�d�2iccardi, P.E. on 9/25/19 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Pinder Troutman Consulting, Inc. V \M III ,,,o z , z r- 0 z < 0 wU O U = J m U U 0 1 Q O O_ — G c1 p o >N A1�;1 CL w ce / Zs ce J & W >- 421>100218V3S Ei Z A D 0 0 < U 0" N i cc / z1_ L1J ce WI— Flim. W Z U W CO F" ce ee Q Q D C/7 LJ D L O � Zw H —1 • J V < V ..en I o co CD RS 00 00 A O O O o, i co i co co N c cn v, r r 0_ LLI 3. LLI r. 3 1-- ,, I-- z z 00 N Ln O1 N vv co) Ct. ) 0- AV H Lin is)o o a H rn rn in Ln cO cn 0 0 I— , 0- Lin� Lo co *I.: el M to u-) I— i 2 M c'n i Q. M M ° ' cu d'' I— ,-,cu '� z X I— X W W cuZ ,.. N. L C y un y Ln O .ez ± 6' CC X Ce X w JJ O L 1O L '.O = O = O O as s II: -..1 i5 v 4.0 IL Oz u_ u_ u_ u_ w aJ = = -0 y, 'v, N. n y N N = y co cO 4) N N C C� C N CO C O M M V 1- '( >, '> L b — U 6:1 W 10 O W - O U - ° -- u° (NI 12 vr et >, B" L 'MS O .� p U U U = a, < i O cn L cn L m N Q .+.r D a; v, D a; E Cid L 0 c es U es U 71a. E © C7 -a a. s s wo � CA - L C Q c .� s P. o ff CI. o en 0 v) OA Q J W c./) O o- c./) o CO 0c) M M in CA r r .5 N N r' °' O_ O C O h. o •i f- •i I- N 1- I- ko al 01 N Y c Y c cr) cu OO a) W W Q- r N- I F-` Z = r r Z = r r C''1 00 NI i. N: 1 I y O. y 0. e- _ C 1 0. H N N M M . 1- n'" 0 0 m I- CA I- O_ 0- 1: •L •Y F- 1- d- 1— N. To ••-. crl r i 3 r 0- C O c 0 •i L. L.+v+ H w w N N O N N Z ,N a) Z E6 E6 ,--.. M ..-. M N N CU Ri LI- et u— cd N cd Nc 0c _O • O O O O :O +� O + O 15 LL) i i _c O U 0 (-7^ O o Q ``ii. ..c I— a) C a) s v L 0- 0 H Z U- U.. LLT- 1— L. CU 4, v) E •y N. N. y N N -6 et L y y N N c = N C co co _ OC crj O c,^) c.) 1- .� i i 5 CU _ o v C7a � � LW -0 U U H el c CU Q - I U t CG UO +, a) a) as as N 1D E CO r.+ a� no G> > at U U cn CZ C til eZ s 0 0 0 0 �° CA i Q J ~ w cn F- CY. c�A ez N. - /re) cI- k \ I- I-/ /a CO 0:1 01 / •, Q Q E % 7 7 ƒ 0 O I L $ 7 CL $ $ 2 C \ \ – 0 |.0� / .0 \ CA C CA £— 2 � / / 2i f f ¥ � ¥ 2 $ $ 2 N. \ % m m % r r ci)CL¥ .M _ c c I _ c o CA 2 - / / 2 = .co / .0. C O c 0 2 / 2 LW c / / LLI / N. / 2 R R un Er)co - - $ @ $ J 2 / 2 / /= x R $ tti= C _ CU / k --I \ U / U N. / 0- I n \ p p § Oc c 0 z .0_ 4 cuU. U LL L n m m @ @ / / . - ƒ • 2 \ / £ $ $ 2 0 1 5 eZ V o - -0 o / CidI- o � r- o ez Q c Q o H _ C \ $ Cl) cd Cl) ) _ / - ƒ E E 2 2 C cu cil —Fs c a a. E s a � -0 to e « u = e % -C = '• 0 'o_ i_ § � ,� 3 ¥ 0 o ¥ z Q . 3 ƒ ƒ 3 al iii \n9 r,o Vi Z Z 0 H D 1 M Ie 1— O Z � W U U Q ZI.L w U- M U L.L. V-SCA 1� o Q W C ca U UJ N N LU 0 cc L ..-..1 L. 100 0 °1U 7 / o Q ��� 0 Ce Z C \ /'1 -' w H7VJSD1- v) w a H ° N _ l z Lu c z Ld W c/ W zo F- WZ U W (1) Ce Q Q D LUQ -n cn 0 _ = w L_ J J ✓• � V J `:J mom I ƒ \ 2 2 2 2 2 / 2 \ 2 $ & - 7 E /Ln } \ .0 k c o i i c o 0 0 / / $ f $ ƒ 2 2r- % 2 2 co 2 / \ / . t t b + + * 0 2 a) m Co # r & g o r m c ' - o g o 0 0 0 , m o 0 ¥ L 2 0 o d £ d £ £ d £ £ % I : co co — r r- v — m N- 2 ® - � � � 1. CI -m m % \ rsiL \ \ \ \ \ e / = .E .E _ 6' C _ o o -_ 00 o - _!4 Z $ Z $ 3 Co 2 Co Co3 CA — — — — _ u Cl) _I -I _J _ c eCI n m N N / \ \/ cl / C q MO 3 c' 2 2 V) £ 5 \ u § '\ 2 7 / /® a 2 CZ 2 2 \ O c s 2 7 ¥ \ 2 y > 0 3 � & Z 2 J = o '2 a) o S cc 3 s Co \ ± q -0 LA MI to H > / / t 7:1 a) s / & 3 / wo m 2 I k k 2 § ) 2 $ 2 2 o '* _ k § q cd � � CCI t'o k a « Z Z Z Z Z Z Z Z Z Z\ \ 2 / ƒ ° ? ? / / \ 0 \ k _ r_ \ k \ \ \ 110/3 - c 2 \ < t t + A * k ' 0 0 / - \ N. \ f N \ ¥ C. E 6 3 £ £ o £ o £ d d =':' .E-- o o r # n n = v # r as 2 ® = � * + a � � � � � CA co Ci. 6 & m N N N N c ƒ \ N / � ,§ .§ S' _ a _ a _ - o o • o o • o • 5 Z ƒ Z $ 2 \ 2 \ 3 \ CA — — — — _ &U I -J -I -I c \ n m N N / $ \ 3 / 2 _, 10.0 2 ce 2 I ® £ 5 co % % / `/ 2 / c 3 >. 0 ea _ 2 2 ) R - oo 7 / 2 . zz 0 £ c m MI 2 £ ƒ ce / ■ \ » q L £ ƒ C 2 O can J + o cc > U $ t a ms E cu ni) es c ' > ■ a 0 « ) 2 c ] U 9 ° 2 / ƒ 2 § q -0 / 3 % .., 2 O LE ft, § _, a 2 0 I 1 0 4- N.T.S. 0 0 Q 0 0 o ceLtS SITE _* * N to � o acv14 (4)* -. T 3 (11) TEQUESTA DRIVE 4 (1)* 2 (7) T LEGEND 4 - AM PEAK HOUR (15) - PM PEAK HOUR * - INDICATES EXISTING VOLUMES ADJUSTED TO PEAK SEASON, BASED ON TRAFFIC COUNT PERFORMED ON 9/17/19. 9/25/19 19-063 LIGHTHOUSE ATTACHMENT 4 ARTCENTER PROJECT DRIVEWAY VOLUMES PTC APPENDIX Ch CA Mco 0 0 o, tlo I 71 Im '(2:?-1ITg l4ll4 F ( � � I I rg I1 '8I M O 0 O N N O M M C.~ Q CA QF- GA 0- ~ •C •L •i — I-- d 1— n M I— O O 4 O O O 2O CO COCV CO C OCV W C N N W C N N W N N W C d' d" C r lowo N N CO CO- En En N .... N y .r.. �• .r.. �• y CU `) a, 0 E al co.) E rz LL LL = el OJ R c 0 ce N cd Enp ee N ce N O ° C O C O > C ± C + > ;- O o O >. O X O X >, w t L i � 3 i C i C O CU CD 47 a7 _.-1 aJ J ; C d' C d' �> C d• C d' y 6l y 61 i y N a7 N., Q O Cl"U O U O 0 U U O O 3 C. Q- 3 II II `i •— H•i a) i i H O y F 1— Z 1— I— Z G Z Z 5 5 Z CU L LL LL LL LL LL LL LL LL LLI MI (n V') (n Ln to V) (n (n r Cr y N. N •rn N N rn n N. y N N O C d d C C d dr C eb C V) w lD N N N N C C CO CO C C cO co C ,.D L.D 0 L M M d" d' M M d• d' '.n 31) •> __ Q et V U CU a) CV d O� O o OO C +1 1— p NNN ON I- N U CO U U U a0 I- L C c O C o CU CL) U t C V O ca .{.r t�A L 3i CU 0 CU CU Q en i m 4. O aJ m a� O m 3 E • A a7 C N C a) a) C a) `n C a) o_ • 3 V oc C J a J C J oz aro et D J C J C c,#) u a .,..1 C Q Q O Q Q a C a Q O a Q � 1... ObA .C. . 0 2 ° x s 2 3 n TRAFFIC SURVEY SPECIALISTS, INC. TEQUESTA DRIVE & GALLERY SQUARE DRIVEWAY 85 SE 4TH AVENUE, UNIT 109 Site Code : 00190159 TEQUESTA, FLORIDA DELRAY BEACH, FLORIDA Start Date: 09/17/19 COUNTED BY: JOHN FLOOD PHONE (561)272-3255 File I.D. : TEQ_GALL NOT SIGNALIZED Page : 1 ALL VEHICLES GALLERY SQUARE N DRIVEWAY ITEQUESTA DRIVE 'GALLERY SQUARE S DRIVEWAY ITEQUESTA DRIVE 1 From North 'From East 'From South 'From West 1 UTurn. Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right 1 Total Date 09/17/19 07:00 0 1 0 0 1 0 0 23 2 1 0 0 0 0 1 0 0 68 0 1 94 07:15 0 1 0 0 1 0 1 22 2 1 0 1 0 0 1 0 0 59 0 1 86 07:30 0 1 0 1 1 0 0 32 2 1 0 0 1 1 1 0 1 65 O 1 104 07:45 0 4 0 2 1 0 1 43 4 1 0 0 0 1 1 0 1 72 0 1 128 Hr Total 0 7 0 3 1 0 2 120 10 0 1 1 2 1 0 2 264 0 1 412 08:00 0 1 0 0 1 0 0 84 4 1 0 3 0 1 1 0 1 94 O 1 188 08:15 0 2 0 1 0 1 0 2 58 1 1 0 0 0 5 1 0 2 86 0 1 156 08:30 0 2 0 0 1 0 3 54 3 1 0 2 0 5 1 0 1 104 0 1 174 08:45 0 9 0 0 i 0 1 56 5 1 0 4 0 4 1 0 0 80 0 1 159 Hr Total 0 14 0 0 0 6 252 13 1 0 9 0 15 1 0 4 364 0 1 677 --- -- -- * BREAK * 16:00 0 5 0 8 1 0 0 87 2 1 0 3 0 4 ( 0 0 67 0 1 176 16:15 0 3 0 1 1 0 1 90 4 1 0 1 0 2 1 0 1 65 0 1 168 16:30 0 4 1 0 1 0 1 81 1 1 0 2 1 4 1 0 0 68 0 1 163 16:45 0 2 0 0 1 0 0 88 0 I 0 0 0 2 1 0 0 65 0 I 157 Hr Total 0 14 1 9 1 0 2 346 7 1 0 6 1 12 1 0 1 265 0 1 664 17:00 0 2 0 1 1 0 1 83 2 1 0 3 0 2 1 0 0 68 0 1 162 17:15 0 1 0 1 0 0 92 0 1 0 1 0 4 1 0 1 81 0 1_ 181 17:30 0 0 0 2 1 0 1 99 0 1 0 0 1 1 1 0 0 61 0 1 165 17:45 0 1 0 1 I 0 0 101 2 1 0 0 0 1 1 0 .0 55 0 1 161 Hr Total 0 4 0 5 1 0 2 375 4 1 0 4 1 8 1 0 1 265 0 1 669 *TOTAL* 0 39 1 17 I 0 12 1093 34 1 0 20 3 37 1 0 8 1158 0 1 2422 TRAFFIC SURVEY SPECIALISTS, INC. TEQUESTA DRIVE & GALLERY SQUARE DRIVEWAY 85 SE 4TH AVENUE, UNIT 109 Site Code : 00190159 TEQUESTA, FLORIDA DELRAY BEACH, FLORIDA Start Date: 09/17/19 COUNTED BY: JOHN FLOOD PHONE (561)272-3255 File I.D. : TEQ_GALL NOT SIGNALIZED Page : 2 ALL VEHICLES GALLERY SQUARE N DRIVEWAY ITEQUESTA DRIVE 'GALLERY SQUARE S DRIVEWAY ITEQUESTA DRIVE From North (From East 1From South 1From West 1 1 UTurn Left Thru Right UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right 1 Total Date 09/17/19 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 09/17/19 Peak start 08:00 1 08:00 08:00 08:00 1 Volume 0 14 0 0 1 0 6 252 13 I 0 9 0 15 0 4 364 0 1 Percent 0% 100% 0% 0% I 0% 2% 93% 5% 01 38% 0% 62% 0% 1% 99% 0% 1 Pk total 14 1 271 I 24 I 368 1 Highest 08:45 1 08:00 08:45 08:30 ( Volume 0 9 0 0 I 0 0 84 4 1 0 4 0 4 1 0 1 104 0 1 Hi total 9 1 88 8 105 PHF .39 1 .77 .75 I .88 GALLERY SQUARE N DRIVEWAY • 0 0 • 0 • 14 4 0 13 • 0 0 0 0 14 17 0 IIIIMMEMINNEWN 1 14 -----1 INNIIIIIIININIMINININININIXIIIIII I 31 I 13 TEQUESTA DRIVE 13 9 • ALL VEHICLES 252 261 • 252 0 271 252 • 4 46 1 [629 664 6 • • 364 364 368 Intersection Total 14 677 393 364 15 • 0 0 TEQUESTA DRIVE I 30 1 r_____ 24 I 11111111."1111111 6 • 9 • 0 • 15 • 0 0 0 6 9 0 15 0 GALLERY SQUARE S DRIVEWAY TRAFFIC SURVEY SPECIALISTS, INC. TEQUESTA DRIVE & GALLERY SQUARE DRIVEWAY 85 SE 4TH AVENUE, UNIT 109 Site Code : 00190159 TEQUESTA, FLORIDA - DELRAY BEACH, FLORIDA Start Date: 09/17/19 COUNTED BY: JOHN FLOOD PHONE (561)272-3255 File I.D. : TEQ_GALL NOT SIGNALIZED Page : 3 ALL VEHICLES GALLERY SQUARE N DRIVEWAY ITEQUESTA DRIVE (GALLERY SQUARE S DRIVEWAY ITEQUESTA DRIVE I From North 'From East !From South 'From West 1 I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 Total Date 09/17/19 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/17/19 Peak start 17:00 1 17:00 I 17:00 17:00 I Volume 0 4 0 5 I 0 2 375 4 I 0 4 1 8 0 1 265 0 1 Percent 0% 44% 0% 56% I 0% 1% 98% 1% I 0% 31% 8% 62% 0% 0% 100% 0% I Pk total 9 I 381 13 266 1 Highest 17:00 1 17:45 17:00 17:15 I Volume 0 2 0 1 1 0 0 101 2 1 0 3 0 2 0 1 81 0 Hi total 3 1 103 I 5 82 PHF .75 i .92 .65 .81 GALLERY SQUARE N DRIVEWAY 0 5 • 0 • 4 1 1 4 0 0 5 0 4 6 0 9 I 15 I • 4 TEQUESTA DRIVE 4 4 • ALL VEHICLES 375 384 • 375 5 381 375 • 1 1 2 650 658 2 • 265 265 266 Intersection Total 4 669 277 265 8 • 0 0 TEQUESTA DRIVE 1 15 I r__— 13 1 1.1_ 0 0 2 • 4 • 1 • 8 0 mmommimmommom0 0 2 4 1 8 0 GALLERY SQUARE S DRIVEWAY G,�Ic care ►�o� 4> TetuystaelY. Tes dr <1 > --> . s-tbe clAr`71' 1\\ Tev.esTa. F4x WeNvt.‘basy ti , 2.0 vot &a,x,,A\ bo'. (Aduk`, kkpokx*wo V1DT Sve\a,L-texS. ; 1 . , • II . - I! i i . • . 1 .... :lics-0/4fif . _. 9/7/q -7--.,‘.auesrif i ovff. utve5r,or , 50 I 7 '6-- 7 i 0 -730-500. i ey . ?:00 -e.3011 0 •1 .._. t1 • • • -• :.. . _ _ _ •_- •- • .. • Li be, , (../50 ; 0 .. _....... _ . _ , . q:30 -61'00i i CP _ ....... ..- . • . . 3,---.1 0 314); 0 . _. .. 1 .... • ___. ii . • , : ... ;I • . I , .'- ..-'-•. •' 1 i . ii . ..- - •-• -. .:S5.1,',•.- • . .-. .. I 1 • 11 r . I il . i I , . . . ---- - 11 . ..... . ..- I I I I I I . I i • . • - I . . ...:. - • ._ . _. _ -.... . ; I 1 . - . .. . 1 1 . . - • •- i! 1 _. 1 I _ _ . - • . 1• . ol -• i . I ...' 1 . _.. 2018 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 9301 CEN.-W OF US1 TO SR7 MOCF: 0.95 WEEK DATES SF PSCF 1 01/01/2018 - 01/06/2018 1.00 1.05 2 01/07/2018 - 01/13/2018 1.00 1.05 3 01/14/2018 - 01/20/2018 0.99 1.04 * 4 01/21/2018 - 01/27/2018 0.98 1.03 * 5 01/28/2018 - 02/03/2018 0.96 1.01 * 6 02/04/2018 - 02/10/2018 0.95 1.00 * 7 02/11/2018 - 02/17/2018 0.94 0.99 * 8 02/18/2018 - 02/24/2018 0.94 0.99 * 9 02/25/2018 - 03/03/2018 0.94 0.99 *10 03/04/2018 - 03/10/2018 0.94 0.99 *11 03/11/2018 - 03/17/2018 0.95 1.00 *12 03/18/2018 - 03/24/2018 0.95 1.00 *13 03/25/2018 - 03/31/2018 0.96 1.01 *14 04/01/2018 - 04/07/2018 0.96 1.01 *15 04/08/2018 - 04/14/2018 0.97 1.02 *16 04/15/2018 - 04/21/2018 0.97 1.02 17 04/22/2018 - 04/28/2018 0.99 1.04 18 04/29/2018 - 05/05/2018 1.01 1.06 19 05/06/2018 - 05/12/2018 1.02 1.07 20 05/13/2018 - 05/19/2018 1.04 1.09 21 05/20/2018 - 05/26/2018 1.04 1.09 22 05/27/2018 - 06/02/2018 1.04 1.09 23 06/03/2018 - 06/09/2018 1.04 1.09 24 06/10/2018 - 06/16/2018 1.04 1.09 25 06/17/2018 - 06/23/2018 1.05 1.11 26 06/24/2018 - 06/30/2018 1.06 1.12 27 07/01/2018 - 07/07/2018 1.06 1.12 28 07/08/2018 - 07/14/2018 1.07 1.13 29 07/15/2018 - 07/21/2018 1.08 1.14 30 07/22/2018 - 07/28/2018 1.06 1.12 31 07/29/2018 - 08/04/2018 1.05 1.11 32 08/05/2018 - 08/11/2018 1.04 1.09 33 08/12/2018 - 08/18/2018 1.02 1.07 34 08/19/2018 - 08/25/2018 1.03 1.08 35 08/26/2018 - 09/01/2018 1.03 1.08 36 09/02/2018 - 09/08/2018 1.03 1.08 37 09/09/2018 - 09/15/2018 1.04 1.09 38 09/16/2018 - 09/22/2018 1.03 1.08*--` 39 09/23/2018 - 09/29/2018 1.02 1.07 40 09/30/2018 - 10/06/2018 1.01 1.06 41 10/07/2018 - 10/13/2018 1.00 1.05 42 10/14/2018 - 10/20/2018 1.00 1.05 43 10/21/2018 - 10/27/2018 1.00 1.05 44 10/28/2018 - 11/03/2018 1.00 1.05 45 11/04/2018 - 11/10/2018 1.00 1.05 46 11/11/2018 - 11/17/2018 1.00 1.05 47 11/18/2018 - 11/24/2018 1.00 1.05 48 11/25/2018 - 12/01/2018 1.00 1.05 49 12/02/2018 - 12/08/2018 1.00 1.05 50 12/09/2018 - 12/15/2018 1.00 1.05 51 12/16/2018 - 12/22/2018 1.00 1.05 52 12/23/2018 - 12/29/2018 1.00 1.05 53 12/30/2018 - 12/31/2018 0.99 1.04 * PEAK SEASON 25-FEB-2019 16:26:26 830UPD 4 9301 PKSEASON.TXT Fire Marshall Letter SPC October 2, 2019 To: Village of Tequesta Department of Fire-Rescue Services 345 Tequesta Drive Tequesta, FL 33469 From: Lighthouse Art Center 373 Tequesta Drive Tequesta, FL 33469 RE: Response comments per DRC Comments Resubmittal #2 dated 10-1-19 Dear Chief Trube, Per your response letter sent on October 1st, 2019 regarding our DRC application responses, please find the attached responses and clarifications which should address your comments: 1: We concur with your occupant load classification 2: We concur with your occupant load classification 3: We concur with your occupant load classification 4: We will proceed with the design and installation of an automatic fire sprinkler system that complies with the NFPA 101 Table 12.1.16, Type II Construction. 5: We will proceed with completing a fire flow test to confirm the available water meets the 1500 GPM per NFPA 1 Chapter 18. Please let us know if you need any additional clarifications or have other questions. We will request the fire flow test and design our fire suppression system to meet the local and state fire codes per our occupant classification. Thank you for your assistance in this process. Sincerely, Christopher DeLuca, Principal M PC 841 E. Fort Ave, Suite 239 Baltimore, MD 21230 FPL Florida Power&Light Company FPL October 9, 2019 BOHLER ENGINEERING 2255 GLADES RD STE 305E BOCA RATON, FL, 33431 Re: 373 TEQUESTA DR, TEQUESTA, FL Dear SHAWN MCPEAK: Thank you for contacting FPL early in your planning process. At the present time FPL has sufficient capacity to provide electric service to your property. We have facilities currently available at this location. Please advise me early in the planning process once the final plans have been approved. This information will help us to provide you with the best service in accordance with applicable rates, rules and regulations. You may also respond to us through www.fpl.com. Please contact me if you have any questions. Sincerely, MIGUEL GALENO Associate Engineer A NEXTera ENERGY Company LAC/DMT Deed Prepared by and return to: Nancy C.Banner Attorney at Law Nancy C.Banner,P.A. 800 Village Square Crossing Suite 108 Palm Beach Gardens,FL 33410 561-776-7066 File Number: DMT-LAC parking Will Call No.:213 _[Space Above This Line For Recording Data] Quit Claim Deed This Quit Claim Deed made this 1st day of May, 2019 between DMT Asset Management LLC, a Florida limited liability company whose post office address is 19750 Beach Road, PH#3, Jupiter, FL 33469, grantor, and Lighthouse ArtCenter, Inc., a Florida not-for-profit corporation whose post office address is 373 Tequesta Drive, Tequesta, FL 33469, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth,that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00)and other good and valuable consideration to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, does hereby remise, release, and quitclaim to the said grantee, and grantee's heirs and assigns forever, all the right, title, interest, claim and demand which grantor has in and to the following described land, situate, lying and being in Palm Beach County, Florida to-wit: An undivided one-third interest in that certain parcel of land described as the "Parking Area" as is more particularly described in the Re-Subdivision of a portion of JUPITER IN THE PINES,Section B, a subdivision of Section 25, Township 40 South, Range 42 East, Palm Beach County, Florida, as shown in the plat thereof recorded on January 27,1961,in Plat Book 26 at Page 215,Public Records of Palm Beach County,Florida. THIS CONVEYANCE IS MADE WITHOUT A TITLE SEARCH AND WITHOUT ANY WARRANTY OF TITLE. Parcel Identification Number:60-42-40-25-10-000-0010 Subject to taxes for 2019 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record,if any. To Have and to Hold, the same together with all and singular the appurtenances thereto belonging or in anywise appertaining, and all the estate,right,title, interest, lien, equity and claim whatsoever of grantors,either in law or equity, for the use,benefit and profit of the said grantee forever. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTime® Signed,sealed and delivered in our presence: DMT Asset Management L ',a Florida limited liability company By: —0-- Witn me: Nancy C.Banner Peter J.Tornaben,Managing Member Witness Na e e•— Twit (Corporate Seal) State of Florida County of Palm Beach The foregoing instrument was acknowledged before me this 1st day of May,201 by Peter J.Tornaben,Managing Member of DMT Asset Management LLC, a Florida limited liability company, on behalf of the corporation. He [X] is personally known to me or[J has produced a driver's license as identification.71146tv„,. NANCY C.sANNER — [Notary Seal] Notary Public I MY COMMISSION#44 0854,r EXPIRES:June 2,2021 MN r�pubic Unde�wrPrinted Name: Nancy C.Banner My Commission Expires: June 2,2021 Quit Claim Deed-Page 2 DoubleTimee huum hughes urnban howar 11894 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document. Lighthouse Art It may not be reproduced, distributed,displayed,modified or used for any purpose without the expresswritten s. consent of Center HUUM Architects. 373 Tequesta Drive Jupiter FL 33469 United States L 0) — 0 c4' 0 0 Vv s Sheet Index M co ID Layout Name U- A0.00 Cover Sheet tl3 A0.01 Location Plan CD Q A0.02 Height Analysis A0.03 Urban Analysis = > c A0.04 Urban Analysis 0 O A0.05 Synthesis A0.06 Current Views z A1.01 First Floor Life Safety Plan ‘11.10 A1.02 Second Floor Life Safety Plan or ti A1.03 First Floor Plan CI)ch A1.04 Second Floor Plan •mu A1.05 Roof Plan aimi A2.01 North& South Elevations A2.02 East& West Elevations A2.03 Front Elevation Finishes A3.01 Sections �5E°Aq°y� A3.02 Sections °�` \A 4100A3.03 Sections � %iF�j 1 A4.01 Daytime Visualization-South a+ A4.02 Daytime Visualization-Southwest approach -9). OF P� A4.03 Daytime Visualization-Southwest A4.04 Daytime Visualization-Northeast A4.05 Nightime Visualization-South Cover Sheet A4.06 Nightime Visualization-Southwest approach 10/8/19 A4.07 Nightime Visualization-Southwest A4.08 Nightime Visualization-Northeast A0.00 huum hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 �t�c_ ^r` 's-- Iv i •._ .td ,' • . r .?C • ] .c .:� 772.5467017 - T _ t4 ` .1 mail@huum,com • ••-,..''' _.„,. sA;: . ........, • - .a ”.... , r ,_ This document has been - - -11-R41- 1 1-R4I -' - created by HUUM Architects, • • ,, - - . ,,-' who retains all copyrights to the .. - ,, , _ t e - - document. y not • j, . i p• • 3 . �+ distributed.bdisplayed.rodified ,"i 1• .'r ♦fes - - - •: _ _ •} + • It oduced ., ,... or used for any purpose without - -, the express written consent of 417 { ,V:: ,',7-- _I } r - v w. ._ ' ,�� t 1<: y.. .�, HUUM Architects. "sP , - =. - _ i r -tom ;�F �t !, • i''. I # L i t 1 FKi h . It' a Y< ` - r co T,x z . , ,t)Ft , . -:...,,,'.. , 4' a it-IF W tilli 'l-li ''''' •• s a :1"err ► �� x.. I. . tum ° b E •71- gar • .. r�,.. •-• , A - . j . , ' to . i co 1,4 E ji < ill. 4 '.,..;4 , :4 I VI. ft '.4.:' 1 - 5 Q • • ..,... 1.4 . , J., . . 1 .... 4 0.,. . ... . �,_ as4 _ r '1" 1 „., . , i , �U c if a' CO � . t • • r;'• lip, 4 T e a.. k ` ,—i t A NO Ill _ p,:i1 p t ‘. • ,i,•4..,„4 4 .*. e A �/"s a __ . 4 _, r J y • t > ;� 'itil ,.. .. "'fit '°+ , ,• -<_ '' \; i�`1 \` -\j 4\ \\.\ l DAR , 14I1A11110 • . - 1• • --. • _ ..i . .•ft.,.."--,'-'” *ft'-- , 4,,,....,..-: .. --:-.' • At • pip ... 1 , .., ,_ / , . ..1) . .„. 4'OF Ft..° • r,, .,_ Isla {, t : ,., 1 ati • an� ,.. - Y , ;; F '` Location Plan �c 'u i ` 1," :. r: '' i !Y. 1 A0.01 hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document. It may not be reproduced, church height 50' proposed height 35' gallery height-35' distributed,displayed,modified or used for any purpose without N. the express written consent of �< k _ r ' ny r 'l` "P.- • r .• Art T; s"`. HUUM Architects i .-. n„ rte. € t . r*`..y .r� +-� - .7 , �. ;F -t� A ►� .. _ r 51 GALLERY • v4 • • it .' � ¢ ..w }i,, T '' { '/l I I Ill i M- LIGHTHOUSE ARTGENTER_GALLERY „-.T �• _ . �� ® i inNom i n, �. — u) _111111111111111111Mill 1111 .0 ct, ;t - -awes Wa _ `.;• .. ___.., . .. 1-- _ ,, ,t i. c 2 co Aril " 111111311 _ _ ....•.ra......r.._.�.r.... _ � - - y 20ftI 50ft 50ft I I I I D co w : • • rid ,� co CO ' ..1406,.. :::,:. ;:..,r.;'. ' " iik... • 2._., SC( -1 4 - . sk line :r.,.**- ' .r.y := ' - `' i. L [1. Q V♦ facia �' = • I —(�'w;.a E6.•„t.-_ -_ _•._. 385. .a.m.•••.wr•o...n `\\ �T L Nit• a Ma in INC a) ., I I I fire station height 35' a I I = M I—• T . T view north Skyline t - view east e i 1/1;4•14 .- M = - view west 01 .,.ir' -- I I i - '� I I tr.• l4,, P\ the lighthouse artcenter height analysis Height Analysis 10/8/19 AO.02 huum hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document. It may not he reproduced, distributed,displayed,modified or used for any purpose without the express written consent of HUUM Architects. IIMI 61 (1111) U) C (B 11 I CI E C I 1 1 - j lIIIWjr 1I to)c) ico 1 I ..,1. < 0....1:1 \/1 I/ x a'a" 1 M .L /' \ NM au) 1 (0 a > }+ a 1 = M ar)M •— axial analysis height analysis functional analysis restaurant art civic k, O Agcy,, 4 O 4' .. I m I). Pe F OF FLO the lighthouse artcenter urban analysis Urban Analysis 10/8/19 A0.03 huum hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document. It may not be reproduced. distributed,displayed,modified or used for any purpose without the express written consent of HUUM Architects. IP II L I Mg °r u) Cas all -0 V 1 D 50ft i t I M CO 50ft 50ft Y.-,'-'--k---- '25' 25' 50' 50ft f i Q LLJ 100ft 0 I I t_=f 13j Q 1 --) i 80ft Il .._ ,., .. al 85ft t I t 1 I _a ® ,_ , 11)S CD( -1 /. – „..‘ SCO 0 M ■mom module analysis green space analysis roof shape analysis "so AR% tilANIO il t Q,\ F OF FLO the lighthouse artcenter urban analysis Urban Analysis 10/8/19 A0.04 hUUnall hughes 11894 SE Dixie Highway, Hobe Sound.FL 33455 772 546 7011 mail@huum.com This document has been . created by HUUM Architects, who retains all copyrights to the document. It may not be reproduced. I I III III i i distributed,displayed.modified or used for any purpose without 11 i the express written consent of HUUM Architects. I I-- I r NMIa) 1 4-• (.0C € l I VE ( ) ( ) I c ( ) t .Ci i, CO Q CO I LL IN t_ �= I Elm I ,, , i CL I • = O al doil I N W z . . co ■ C ) ( ) I C ) ( ) \\>‹, I Os T9rF OF FLOPt \---. ---------Y g %iir-:'''I \-'1 \, the lighthouse artcenter synthesis Synthesis 10/8/19 AO.05 h m hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document It may not be reproduced, distributed,displayed,modified or used for any purpose without the express written consent of HUUM Architects. lim 3t,`�� .fir t f/) umy--------7A_ 1 -- 11__.! lk ► CD co — 1 / � t ...4- • II�.��—n�il II11�� I 1 , co 11 a i F• t g x _ y Is-�{ Q _._ _ V „.:i0 - r+y�1 r• -_ nn • J . , aft", ___ ., ... 11 __ -- ..,-----7-______ma i���''If�I a ) ____ iii nn - Not ' .,_.-. _. NI _,._ _____________________, _______,______ __________: - ____, _____________,__—___ ____ ___. ______ ________________ .___,____ ______ _______,______________________ _ _______ ___„___--------- - ...... .... ii h . . A RN s F OF FSO the lighthouse artcenter current views north west and north east Current Views 10/8/19 A0.06 u- iiii EXIT EXIT DISCHARGE DISCHARGE 46"\ (46 hughesumbanhowar interior exit • stairway I / ' Means of Egress Code Review 11894 SE Dixie Highway, on room - 1 (protected path of I \ / I Means of egress and occupancy load calculations Hobe Sound,FL 33455 12r X 772.546.7011 I / I are based on the 2017 Florida building code-building, 75 s mail@huum.com q' ---ecxeef tray.) I sixth edition. 1 I / \ This document has been kitchen stairst l art&event storage created by HUUM Architects, 1 118 119 patio le. Occupancy Load 78 w e t00 Reference code section 1004 occupant load, who retains an copyrights to the 246 sq ft 147 sq ft , 692 soft table 1004.1.2 'maximum floor area allowances it may not be reproduced. ' .. per occupant' distributed,displayed.modified officeor used for any purpose without . / 109 1 // Building occupancy classification- he express written consent of 72 s.a / Mixed Use Occupancy HUUM Architects. r 1 _ A_ ; Occupant Load OffIC 02 A / first floor 147 110 ha ay / second floor 92 zz sq ft 1 108 j I total occupants 239 1 316 sq ftLIM �__ ,r Means of Egress Sizingsd -t• Required capacity based on occupant load Stairways serving second floor(2 exits provided) women men's required sq hC �\ 92 x 0.2 18.4" C (13 office t . .in hallway se /,♦ (q z4 a oz �a�° L�� provided W 111 as open stairs south 54" 72 s.ft z4: .ft ,tet .a� `-.' p ( enclosed stairs north 48" +J offic 04 ozi-sc`��t,- Other egress components D 112 JanitO eq. elevator First floor exiting egress width(2 exits provided) 0) 72 s fl 115 1 116 103 °O�d t Cfl q �4'-0"� 57 sq ft 1 25 sq ft 36 sq H 10'-0" ehd f`,�G� required ss. e*zf°P 239x0.2 47.8" 1 aCCc'ss,, Q J m ss 90� ' provided LL 1,2m 9 ° PAaa za, south exit 93" i 1 a.°.92.. r'°��e,S. north exit 46" shop storage ° v 106 1 c°a. I asfa'Ce zw total 139" Q 7z sq n 1 t�t� N — °fs2, Exit Access Travel Distance —� 1�N Reference code section 1006 number of exits a) 1 - and exit access doorways,table 1006.2.1 = .` LIc�bbY o gallery 'spaces with one exit or exit access doorway' a 102 85)sq ft -- o 0 03 101 maximum common path of egress -- '90 sq n without sprinkler system MC N required 75' provided 70' 41.10g gift shop 93„ ° I I'- 104 ' Reference code section 1017 exit access travel CO sq a ._ I distance,table 1017.2'exit access travel distance' M EXIT I DISCHARGE I maximum travel distance without sprinkler system ■ required 200' I provided 82' NJ porch I / 266 sq ft I / I unenclosed exit access stairway aseo ae N a �qT Q\ E OF Flo First Floor Life Safety Plan 10/8/19 First Floor Life Safety Plan 1 SCALE: 3/32" = 1._0a r1 .O ,.: .. :. . .. .. . h m hughes n n n n n n - 1 II II II 11 11 11 II 0 interior exit stairway Means of Egress Code Review 11894 SE Dixie Highway, (protectedp ath of Means of egress and occupancy load calculations Hobe Sound,FL 33455 772.546.7011 ai \ are based on the 2017 Florida building code-building, mail@huum.com sixth edition. M41111This document has been IN �s created by HUUM Architects, 2 - . Occupancy Load who retains all copyrights to the 147 veteran's art therapy classroom 01'' mechanical Reference code section 1004 occupant load, document. 220 tot oc213' table 1004.1.2 'maximum floor area allowances It may not be reproduced. 251 sq f1 533sq",t01:00°'°. per occupant' distributed,displayed modified any open office y48" -o�ele'os5170 sq ft • Building occupancy classification- he e pre. or used ss wnt enconsent se lofut 487 sq ft EXIT pa4�ee�e0%i1d Mixed Use Occupancy HUUM Architects. ACCESS ( a4cN$i0' eao�\de0 .I f-- I 2Qa°e Qio4 Occupant Load _ ligfirst floor147o36 _--_-- storage second floor 92 214 total occupants 239 1 61sgft L n Means of Egress Sizing Rival 10'-0" Required capacity based on occupant load huh rStairways serving second floor(2 exits provided) CD women en s 13 i-• fn 10 20•. . ' wet r Om required CD t 5 92 x 0.2 18.4" I zsgfl n : A � U provided 24(1 ft 11111, IIII .0 9 open stairs south 54" a) li 3.„ X enclosed stairs north 48" Ia a a Other egress components D First floor exiting egress width(2 exits provided) t � 1I�NV `° I= ° storage required Cr) ( 216 239 x 0.2 47.8" C) ' 152 sq ftJ provided LL board/conference ro• break room janitor main hallway classroom 02 south exit 93" 207 212 206205 202 north exit 46' 639 sq ft 187 sq ft 61 sq ft ii1568 sq ft 911 sq ft total 139" CL 1 D Exit Access Travel Distance Reference code section 1006 number of exits 0.) '� wet r Om and exit access doorways,table 1006.2.1 'spaces with one exit or exit access doorway' o 1 70 al 2 sq n maximum common path of egress I, 54" without sprinkler system N I EXIT required 75' l ACCESS provided 70' F ` storage Reference code section 1017 exit access travel Cr) 218 distance,table 1017.2'exit access travel distance' COCT) 97 sq ft -- — maximum travel distance without sprinkler system ■ii required 200' storage storage classroom 04 classroom 03 provided 82' 222 219 204 203 67 sq ft 61 sq ft 452 sq ft l 978 sq 1 II • J unenclosed exit r access stairway �aSEo aq�y7 4 , `I d>, Q,, 6 OF Flo Second Floor Life Safety Plan 10/8/19 Second Floor r Life Safety Plan SCALE: 3/32" = I-0" A1 .02 back alley / -..... ___. 39'-4 112" _ 1.0._0".. . ...- / __.. __ _... ._ _.__- ____ 50'-7 1/2' huum --service --�- fire,._. art delivery -} entr ce 0° ejsfape entrance ,\S-1\-- hughes umbanhowar a o• 1189print room - f \ % 77254 SE 11 3ixie 13455y 120 — _ X 772.546.7011 75 sq ftp/ q° \ mail@huum.com / N This document has been kitchen stairs f art&event storage created by HUUM Architects, patio 118 119 170 sq fl 105 r1 who retains all copyrights to the 246 sq ft 147 sq ft �— It• sq ft Itt may not be reproduced, distributed;displayed.modified office 0 ' or used for any purpose without 109 \ �, 5'O„ \ 4n the express HUUM Architectsen consent of 72 ft , i' /� _ .. office 02 — - hallway 110\ 0" existing b 72 sq ft '---- 108 -;2_ gardeh 316sgft entr111111111111111H y women's /men's I a) \ 4-. v 4 s3qfl 17x4-" CCS / office93— \ he . main hallway / \ 111 ^^ 24 fl 107 / \ W 72 s 1 1 r 248 sq ft — ` / \ — — �Tn n :0) IIMMIIII / c \ \ / \ / ' _ office 04 janito eq. elevator 3" \ 'K 112\ / 0) 72 sq ft' 115 116 103 \ / ... t CO 57sgft 25sqft 36sgft — — \ / — _ n CO \ / CO \ / < LiJ \ / s_ ii shop storag=', \ / 0 ,.., 106 \ i °' 0' reception desk -__72 sq ft J L �' 0) gallery neighbor: . lobbyneighbor: village art 102 merle 0 0" 101 0 (0 studio 850 sq ft _-\ 2,890 sq ft norman w cosmetics EC a) stairs to 41.I. CS "classrooms 1 r gift shop / T I sar)C'7 104 1- 391 sq ft / \ main \ / \ ■NMI entrance / \ (- porch \ / \ I 266sg1i / \ / / I\ (V / --- I \ — ..--- c sculpture 11,-4,. soft soft I \ x500 Atte,* landscaping landscaping _- t', side walk '� I ' _ 39'-2 1/2 / 10'-4" / 39'-7 1/2" 10'-4" 6'// . 50, - .., / / 50 /- dr / __. . _ __ -- _ _. __ ._100'-0" / 1TFOFf�O0 -1-0" First Floor Plan 10/8/19 First Floor Plan 1 . SCALE: 3/32" 1 /� l ■O 100'0" / iiis o 0 8"// 28'-8 1/2" / 10'-0" / 10,_0" 1'-4"// 37'-11 1/2" / 11'-4" �� a hughes u rn ba rt h . <r skylight to north skylight to north skylight to north 11894 SE Dixie Highway, above above aboveHobe Sound.FL 33455 i / 772.5467011 mail©huum.com ' This document has been Ata!F& created by HUUM Architects, 2.1 veteran's art classroom 01 do docuo ment retains all copyrights to the therapy mechanical 147 sq ft 220 201 213 It may not be reproduced, 251 sq fl 533 sq ft 170 sq ft distributed:displayed modified open officeor used for any purpose without TJ1: rsthe express roof tostaioutsiddoe \ mitten HUUM Archi ectconsent of 208 15-0 void 487 sq fl A storage fire 214 escape 61 sq fl L UirlC� 1 • CD r fn womentS ens skylight to north wet room m skylight to north '\ �\ above 15 '+- above \1 94 \., , he 9111 pq �/ .____,A2 sq ft = 0 n n 241 1" n n NinC C.> elevator void It (C) storage co 216 152 sq fl < J LL ward I conference coon break roomjanitor main hallway classroom 02 a� 207 212 206 205 202 CD :1' 639 sq ft 187 sq ft 61 sq ft 568 sq ft 911 sq ft Q. I -7) MI wet room — skylight to north skylight to north skylight to north above above above /217 — OCO X82 sq ft 15'-0" —_ NC N _ ,,},_ stairs to \ \ lobby ta c iiiiC CO storage II 218 97 sq ft 11.1 —J storage storage classroom 04 _ classroom 03 222 219 204 203 67 sq fl 61 sq ft 452 sq 6 978 sq ft void N open to below J u7 lv) _._.. : p y - 39'-2 1/2" / 10'-4.. / 39'-7 1/2" / 10'-4" 6"// / 100'-0° / E.of FL Second Floor Plan 10/8/19 Second Floor Plan /� SCALE: 3/32" _ 1, 3n A1 .04 h m . hughes umbanhowar . 11894 SE skylights • skylights N Hobe Sound/,xie FL 33455y 772.546.7011 f� __ ; �• L.. mail@huum.com __ __ This document hes been ---- --.------- - created by HUUMArchi[ects, illi� open tot -....___ who retains all copyrights W the below document. It may not be reproduced, distributed,displayed,modified stairs to or used for any purpose without class room the express written consent of HUUM Architects. M 1 L 25'-0„ 25'_0' Ala co skyliyhts skyliyhts (U W W To access N D — — t (.4. .._.,... .I .._. co I I - Q rii N a � skyliyhts IN skylights `— 0 Eo MS 4-1 7, co N M MEI N 9 -'l-.. -'7!. F �\ • ��BD A Reye iiiMil VA/ 39'-4.11/2 4r 10'-0" I - 39'-11_1/2" - / 10'-0' 8// 40 100'-0" B C D Roof Plan 10/8/1 9 Roof E•Paan 10 Al .05 M i roof finish stucco/ painted black \ 1 Roof hughest�=� , 5 , skylights 11894 SEDixie Hignway, Hobe Sound.FL 33455 S _ I i 1 _ 772.546.701 1 n matl@huum.cam facade finish This document has been facastucco/ created by HUUM Architects, who retains all copyrights to the painted black document. If may not be reproduced distributed,displayed,modified or used for any purpose without glass curtain wall the express written consent of HUUM Architects. 1 Second Floor +1b'0" facade finish bottom of beam stucco/ 13'-0" painted white L / 1 CD �, to imimimmmmiiii..iri , C c��a I I First Floor - i /-4-- North Elevation t Tr SCALE: 3/32" = 1'-0° co <IC J W LQ a) 1��J W I 2 I N r roof finish E`E' E 1 stucco/ 1Tp painted black t__ _ I Roof O f 1 i i ,top of parapet cast stone panels ` so=o I- 1 co CO ti M channel glass mom J building signage —I led display Second Floor 2x 20'x 9" 30SF a, -l_lr sif t.,r F On'�— i- _ - +15'-0" "' '` bottom of beam 20 0'f'. , 20 ;,0 +13,_0t‘xSEo AR04,, cast stone panels I oA facade finish stucco/painted ` l 9 black 1rF of FVoP f , t tf t, 1 .t i I l • 1 I x' '\ 7 ? t I' 1_ u t . s �eL_. *'''4qf- _>t/ \idi tY' 44-, '1/'' VPti� ' I'i'1!• ,/,, �; �� ', `,f ire \4 .f '.� 1�1 O ifr;' \Ir lnr �Yy t is First Floor _ - - • - �,o" North & South soft landscaping Elevations 10/8/1 9 South Elevation A2.0 1 SCALE:3%32" = 1'-0" _ m roof finish h. . , stucco/ hughes' t N-* ` 0V',71r painted black 11894 SE Dixie Highway, solar panels Roof Hobe Sound,FL 33455 772.546.7011 <<-. / mail@huum.com __ \\IThis document has been skylights __--- \ created by HUUM Architects, who retains all copyrights hts to the \�\ document. It may not be reproduced, distributed,displayed.modified facade finish or used for any purpose without the express written consent of stucco/ HUUM Architects, painted black facade finish stucco! i painted white L Second Floor +15'-0" ID fn a) neighbor: merle // W (1) norman cosmetics (o) c E D First Floor tCO CO CO CO East Elevation Q SCALE: 3/32" = 1'-0" a) a)- u) ' roof finish .a) L stucco/ 0 painted black O sa) solar panels Roof skylights _�__ top of parapet /, +30_a COCID facade finish • / / �� stucco/ - painted black - - Second Floor �asg0 ARCHi I f neighbor: 4channel glass T1TF OPe +8'_s" OF Ft. village art studio East & West _ )-if; First Floor Elevations -- ±0" 10/8/19 West Elevation `'t SCALE: 3/32" = 1 0"1.- A2.02 h m hughes 11894 SE Dixie Highway, Hobe Sound.FL 33455 772.546.7011 mail@huum.com This document has been ■ ■ • created by HUUM Architects, Lighthouse Art Center: Finishes Legend who retains all copyrights to the document It may not be reproduced. distributeddisplayed.modified or used for any purpose without the express written consent of Stucco painted black: Stucco painted white: Precast stone panels: Channel glass frame color: Storefront frame color: Channel glass: HUUM Architects. Behr Behr Suncoast Stone, Inc. Benjamin Moore Benjamin Moore Pilkington Profilit TC-45 Black Ultra Pure White PPU18-06 Color 10 db Shadow Gre 2125-40 Gra hite 1603 Standard Cast 1k - i '' 1 "1 t 1 1 , nom` 6l, u L J. - y� "15 CD nV` W 1 1 D 1 ( roof finish t ( t stucco/painted black \ — \1 1 Cr) nuor C'7 1 L ' CU backlit cast stone panels { 1 ,9 't Q color:10 db \ \1 .or07-0��3a "--) \ • \ \ channel glass 1 L color:standard translucent cast 0 CO channel glass frame Cl)MC color:benjamin moore-shadow \ = \l vim. g building signage INC I; fiber in concrete 11'&9'-10"x 1'4" 28SF \ 1 0 9 10 ti ■ - - +!7.,'d r,oer J +15'-0' backlit cast stone panels \ - 1 color:10 db \ \ \ 1 \1 facade finish stucco/painted black 1 ��4,0 AR ,, address number ` ..` `a stainless steel 8"h 4"w 1SF window frame color:benjamin moore-graphite \, I ) i / {„ LL/' ' )�:/ ' t '``7 4:, 1 : 7 #t r ,4) k� !l.l I 9T. P� y}' r t \ .e� 1h. \9,..., * ' Y: { T / ! l ��tli / �' if t.\ !!, A t'� .� FpF FIO \- +t ! � 1 4: ,� y, _g �_� ,+.. /•, .., s a` .a �Y `'.. - :\, � �� i '•\ E' \ 9- ,7��.. 9. "\. 'r ..`. 1, ' .� ./ _.� �� T� .d- •\ /, ,/ t �`- r <. J•! •..� "`x s` `' ` //: fi .\ .> - l., .xx _ ■Firer rwor 1 1 12 x landscape uplights Front Elevation (4 uplights per panel) Finishes 10/8/19 • South (Front) Elevation SCALE: 1/8" = 1-0" /'12.03 „,,, ;::: ,_e,-.., ., , „ ' +34.0„ h ,:_., .„, £...:.., _„,,„: :,,, ,,,,, �, Roof hughes 7j o SE ;� j be Sound Dixie 3455 Highway, H 772.546,7011 mail@huum.com ---- This document has been created by HUUM Architects, who retains all copyrights to the o - document. • o . It may not be reproduced, distributed displayed,modified or used for any purpose without the express written consent of +15'-0” HUUM Architects. Second Floor 0 N / L i co 4=1 C ' First Floor a VCD E tc..zCi.) Q M cross section class roomsco SCALE: 3/32” = 1'-0" 17- W n°' ii-Roof I 03co d , ..\ + 4+15,_0„ Second Floor N �a5E0 AR% „' 4110 44/ +0 I'of FyO First Floor Sections 10/8/19 cross section main hall 2 SCALE: 3/32"_ II_0r A3.01 hi 11171 SZ-f0' ,. sum .. / _ ..., Ell -7/L hughesumbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 772 7011 mall@ uum mail@huum.com o. This document has been created by HUUM Architects, who retains all copyrights to the document 0� PEHI1 _� +15-0" HUUM Architects. Second Floor 11111111111 IIII I Illiild IA L W CD First Floor C - V °' c t F.0) cross sectionlobby CO ict cn 3; SCALE: 3/32" = 1'-0" LL L Wa h+34'-0" M j \frRoof 17- 7 / =5 ! ' CO7 Cr MCCO cr)M ,.... , ._ o J a - _ +15.0., Second Floor o9 IIppIpI-'<V —\ - — t - x.00 ARN o o na mr4T P`. _ +0.. FOFF1-� "PFirst Floor Sections 10/8/1 9 cross section conference room A3.02 SCALE: 3/32"= 1'-0" R+34'_0° hPL.!LJ hughesumbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 772.546 7011 mail@huum.corn -== :- xxximexxxmtmx I N o b This document has been w created by HUUM Architects, awho retains all copyrights to the document ,\I _._ It may not be reproduced. / l o distributed.displayed.modified / o' or used for any purpose without / the express written consent of k+15'-0" HUUM Architects. OM= TI Second Floor en U N L eo . ,.: o Z }a ( ,, ,, �,o„ C as cn First Floor 0 C D tCO co long section lobby < SCALE: 3/32"= 1' 0 _1 W .411 +34'-0" a) Roof L O CD 2 MC nommism ME anM i, J III 15'-0" flio-r Second Floor _ o N en IA,xSgD AgChi S in 9p IN. +0., FOF FlO II First Floor Sections 10/8/19 5 long section conference room 3.03 SCALE: 3/32" = 1'-0" huum hughes umbanhowar 11894 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 7•1mail@huum.com +Y. This document has been yi .1created by HUUM Architects, who retains all copyrights to the � + \ a ,` • docamnot. -' r ` _ a distributed,may not de splayed.mo . ,. _ , • ,w `f..c i.• �> displayed.modified -AV/ or used for any purpose without the express written consent of i� �X` 1 ;,•, ••. .7,:-:,,;,�„•. HUUM Architects. ., ... ,c , ;;.• :':Alikt:- .. .X ay ` ... , _... �', ___,._ • • ,,,. . . . .. 4,%4, . ,•••-•. ,. • a) . ...,,,e....,..„ .... :: ,...,.,:•....._• 4.. (,) ,, ,, ...... . ., ..,_ 7.•• . _ " _ -...„,...„ ••..,,.... . . .,,ir. , .,,, .,..:„._ ,,..•_ „:„.. . .....,....-,,_ ,„ C 1 N� -7 z �14� t �' r z. Y. :. _c. . c LL tea - �`-- 011111) 2" r Q 1110 `. , > ^ 1 " 11 O Q N .F Al rrt , s � 373 "1 j' f^- / = M . �9 Wit._ ^',.-;,, 1::::-.7..J.-7,-.....:-.-_:.:� .;4 `h� soma: � 411 .1 , ' :li G ,r,i ryr 3r•' 3r•: ;1 �' 3rc 'j,If i � ,11If w • a ) 1 r �¢ ,t i, �:k '1 1, /, 1(' i� , , a4.,-; .+::� - li,';, .� ^ .. , x, .:-S=,: y.� .- r,a�a., a ;f:. ...� ,}-� ...Y s Ac :,T� 'i 3.4��i s#- g, ;:�" +,.; i43$ :'A `‘ ,1{' s�A'1 1 9fA y _ �:rN i1 . ufiLaaS. J7 &,3�„ �8.,nsr4 nl n. . ..; ..r �`A7 xt d n..._ :ti.,. _ -...r.It + y,i ,-.,.‘...,?,:'.'-'‘'.'''-,.)-,-,-;v----e . • t t 'H, .'.,f ,il ii 441txt 0. to .� r 1 �r'� �.1 ;�1. Ib f t,t s u.' r ;: _ i',1,4",:\ j I .1-rt t ' • 1/ ‘xgEo AgCy7 i Ll .,.. - r4TF OF Ft-oP�� Daytime Visualization - South 10/8/19 '1,,\ Visualization - South A4. h m hughest f rn banh -)vwr: 11894 SE Dixie Highway, - Hobe Sound.FL 33455 772.546.7011 mail@huum.com „ 0 i',0 i •i",,,,- , This document has been t created by HUUM Architects, who retains all copyrights to the document It may not be reproducetl, distributed;displayed.modified or used for any purpose without t the express written consent of HUUM Architects. 1 t t j' I t. liiiiiiIMIIIIIPIN - I t L . i..i.. .0.. 6y...:._, au 4..+ a) Y � � • 0 D a � L cfl a � , to sA. T- Y -- - '.'F .irFSt 9 O .: I I kg Itr �, r 1 :a 4 ' i S , , I coan li a MEM 4 I s�#fir dor., 4 6. r.14 • ._ i s_-I) It+t# :el _ ;;:.: ir: 1 a: Daytime Visualization - J" Southwest -----1ap 10/8/proach 19 Visualization - Southwest approach 22— — --- — A4.02 „,,,-4: :a ...i F k „:„!,,r N,•:, ,!: M hughesumbanhowar ,� .�, r=ig+ _ . -,� /, - 11894 SE Dixie Highway, ,�•• *� - - Hobe Sound.FL 33455 • •h • .•` //..//,:,. '21.: 772.546.7011 R li, mail@huum.com om 11 i ;'.•\r .”"->.t \ ' •ilf � • This document has been ,,, created by HUUM Architects, �•_ �Y� _ ,, who retains all copyrights to the ent o ., _ �� •N .' y• ly. ItItmays not be reproduced, ed,displayed,modified -c • r�• - - �, .'S % .'Imo' - or usedtfor any purpose without A.,' =� ti i _ `a.les ��,~�`• `� • the express written consent of `� �_ lr`tpliv 1.: HUUM Architects. -' 1\..7r 5- /' FYI'• ~V • •y Ij-• • - 's' �o - • ' --. W -0 �. `l- V. --- .�v� Rte• �.r �..-' • Mi . -- r lit CD 4 - .. o acu [:, i 4' sco CO m Y eir ,1•a•ti `� calF! Ismi • ,, �� _ Wiz_: t 0 + , C1,, '4 t+�j ,Y: J it .:. 3 '', to, F �. 1 • , ('It i ' '1`'.F •,.Ys �t lr..IFI !! • -4 ; l 1' 1: :. r•„.d°i iii 1.1 1. i i^', �' ! ' f 1 v \/ t 41,l', I ( _ F `. t. t F 't I. } �, y ut • J f •'Y i ,., i ,; �� �j��.` .•slt "/ J.:4;/'. 'K. '•;11.3,'"4”,. t F,i'Y� t��.d � ,'l' f SED ARCH •:4h 4 ,, s•!r �`. , ' " .,,,,i,„, .t t 1� • J� ;,4..-,.- ° �y x"Fv ry � �15�1 F �t0 s # • -yf • frr.. j lF OF FLOP\' _ � 11,�- - �1 Daytime ., .. • •sualization - Southwest 10/8/1 9 � 3 Visualization - Southwest A4.03 huum hughesumbanhowar r ..._ '' .• 11894 SE Dixie Highway, Hobe Sound,R.33455 772.546,7011 11101r mail@huum.com ; r This document has been_ created by HUUM rchiterts, _ ;.• .- -'... who retains 21I copyrights to the .:4 A.- -" - doIt nay not be reproduced Y, r r`_ • - •�'�•�yl distributed,displayed cmodified or used any ose out . •• '""' ;� - ,. ,. + lir ,l -�f he express wnttenpconsent hof �_-�' HUUM Architects. r R • 111 --..,46,io.,,.. W ' e- ' hAilli . C 00 •`` 'a'' a� i , , , . .. c rn— � �moi \ \ � \ 'V \s ► M! \ \ \ \ � \\ \ \\ ' < h \ - � � U) 4 r,,. '�''�i \\ ,`\ sky-- , > \ �\ \ \ \ O , *--00,-',- A it 1441.10 _ . . ..._.... A-. ,a); III MINJ /- _ -n #+5"r See l ��- - - ��ygD AgCy7 X -.-;-...---..:`,F'1?---' Nl416Of Floe, _ - ,. Yf .., . :. : # h *` 3C p O "4Q y� �- ' *:/.,',11't:4?.:;r; i�� irstwt _ = kr S � x ..'Y, .a,•1-§ .<,:'�. <._ _.. _ . � D a time 7 , � , Visualization-%e:,,:---..--4,2-- z . «; z ' ie ' gg � f` r ri � rc t1 r� " { ,4a } *xXV 1:-,4% Ys': ..iiJ* _ ,a-4'af:<i .,' ¥ 7' L ,`e "fix' y ?2- . ', . 5�,t. y • L �4 : Northeast10/8/19_,; -_-� Visualization - Northeast 4 - A4.04 hughes umbanhowar 11694 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 mail@huum.com -- '• • created by HUUM Architects, � ' who retains all copyrights to the document. .. ,„ , ,.„„., , .,,„.,.....„ ......:‘,. 7. It may not be reproduced. .... _ _..... ` distributed,displayed,modified ....iv. or used for any purpose without the express wntten consent of HUUM Architects. cu,..,. •...ieL.; • a_,-:::...,A,\ 111'4,'' . 1 'ff ,yj. - t ..••. 4" As 1'et. ,6., jam, ,!* i.1 ? :_, 4:1) (n `�- may:. ✓ N —.1•104.•.' -r C :fir ' r-� s�,,v -mac- .- t co 't T.. 's1• : LJL . i y -� I 41 . . , AilliCiNia O as . in i4 , .. .,.. .-- ,...:..., 1 1 IN_ .373 . ;,-, ..._ i , _I,. , „_ , .fr.,,,, . . ....„. .: „ ..,, ,, . , , , . , , . . . . _... _ . ,. .. ... ,, ; , .. lop IP Ili /pi /' ', `:r ?. �_ a s r h' a t - •,•• �• X 1�,#'. ED ARCH 31,1,1'e./,. ,, ,� L ,. O•- r. , ' 1(,j l ; gas .i < _. ..l f 1• ),9r� 1-QP`, OF F Nightime Visualization - South 10/8/19 Visualization - South A4.05 ..... . ....._ , hughesumbanhowar 11894 SE Dixie Highway, Hobe Sound.FL 33455 772,546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the E document. If may not be reproduced, r, distributed,displayed modified ' Illor used for any purpose without the express written consent of t j HUUM Architects. ::,:i; i 1 SIM 4111) t C CD (11.1)!1) °' M 4C5 t� � a I II i t, ,7 i = f ,L -' , �� , I I I l i # _a cy,s i SF r (o 1 '‘',i , ICFs 1 . .,,,, :.r' d',.6 •MINN `. i 1--- ii, l, �� r s.r ' �,_ i i:.. ,`\. 0 . S� •t "{ 3k ( J 1r . Thur o a \if0 . k im, lip .4404„... .. it_0:4,.- :., , „tt„4.1.t,..1.,,1 �jj� SrGD ARDy7 /g r+C 't ' C A9 t. 'i :i_ TF pf f`aQ 'r Nightime Visualization - Southwest approach 10/8/19 2 i Visualization - Southwest approach A4.06 h m hushes�.�rntaanhowar r/Ny c • • ._.�• \+�- , a M _ 11894 SE Dixie Highway, ..< If • �v,�` - / 1 _• - Hobe So7011 FL 33455 r V -4! 772.546.7011 r %.S v/� - mail@huum.com •^�• ••` �/�,•,- crelatdo by HUUM Abchitects, �T+ who retains aii copyrights to the e )• 1 document ...... It may not be reproduced, -, v . distributed,displayed,modified f • •' .>•y- ��4. ar �- - the express writteno nsenthof t • y 5 - HUUM Architects. IIME a) ..._ ....:. .- v.... .- . ", IONSW •r 40, •-•. i 4.1* t 'rt W-• /144111101MINW/ q _ w .'�"t r a Cr) CO ARTCENrrr GI H T 1.1 (Ai s EA Or - I 0 •o S NIC �.+ H1N- S a • , ., /1#: , C:r)N- ill0 di ti i ii ' if' f. 3rd 3rd A F MON j iii w �SEO A gOy� K, 1 ' i S �ql P`. E.OF FLO NightIme Visualization - Southwest 10/8/19 Visualization - Southwest 3 ' A4.07 huum hughesunhanhowar 11894 SE Dixie Highway, Hobe Sound,FL 33455 772.546.7011 mail@huum.com This document has been created by HUUM Architects, who retains all copyrights to the document. It may not be reproduced. distributed,displayed,modified or used for any purpose without the express written consent of HUUM Architects. rir . 024 , \ lik 15,0 II ttil* . ... ,) tlilittillr4 111. ' till\ VI 3- ' t 11111111:V's\ Slit% 0•16 -- , — ' 411.6."--•....- .. . , „.... _iii, .. < LL Q L COis ,kivoilliewElli .... ,,,-, = cr, „.„ 0 111, .,.,.. .. . litoil OA . '.i'' I - �+. 11 II J 14 1 IIII 111 111111 0 11111111111 II baso)A Rr;h, t rqr 0. {, k”OF OO ii `: Nightime Visualization - Northeast 10/8/19 4 ) Visualization - Northeast A4.08