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Documentation_Planning and Zoning_Tab 01_11/21/2019
tr.- `65 OP No ft; 7:3A 1 O `3 :R1 e e%cou ao VILLAGE OF TEQUESTA Department of Community Development Staff Report—Planning and Zoning Board Meeting—November 21, 2019 I. Petition No.—SPR 1-19 APPLICANT: Gentile, Glas, Holloway, O'Mahoney &Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: Royal Tequesta LLC. REQUEST: SPR 1-19: Application of Royal Tequesta LLC for a site plan review to build a two (2) story 69-unit multi-family condominium residential development including one (1) monument sign, one (1) swimming pool, a fitness center, and a new landscaping plan.The subject property is located at 746 US Highway 1 and 734 N. US Highway 1,Tequesta, Florida, 33469. LOCATION: 734 N US Highway 1 & 746 US Highway 1 Tequesta, FL 33469 Location Map — ., s r t �7j R f" iiill Proposed Site Casa Del Sol g 734&746 US Highway 1 • _ :�w . 'k 0 ` \ * .„ Q Y It 41.1..' ..:' 14:* '•:Iii ro,,,t:t PI e County lint Plaza t , y I '� a 7 e 1 II. PETITION FACTS a. Total Gross Site Area: 262,654 Sq. Ft. (6.03 Acres) b. Total Building Footprint Area: 80,373 sq. ft. (Residential Buildings); 725 sq. ft. (Recreational Building) c. Density: 12 D.U./Acre Total: 69 Units d. Building Height: 26'-9" Land Use and Zoning EXISTING LAND FUTURE LAND USE ZONING USE Medium Density R-2 SUBJECT PROPERTY Vacant Residential (5.4- (Multiple Family 12.0 DU per acre) Dwelling District) NORTH Medium Density Medium Density R-2 Casa Del Sol Residential (5.4- Residential (5.4- (Multiple Family 12.0 DU per acre) 12.0 DU per acre) Dwelling District) SOUTH C-2 (Community County Line Plaza Commercial Commercial Commercial District) EAST HR-12 High HR-12 High RH (Residential High) Unincorporated Palm Residential Zoning Residential Zoning Beach County District District WEST Village of Tequesta Water Public Buildings Public Buildings C-2 (Community Plant and Grounds and Grounds Commercial District) Ill. BACKGROUND In 2019, Royal Tequesta LLC. applied for a Site Plan Review to build a 69-unit 84,945-sq. ft. multi-family residential development(The Reserve)on two parcels located on U.S Highway 1. The subject application includes a replat to combine both parcels into one. The replat application will be heard by the Village Council concurrent with the Site Plan Review. The proposed residential development included the following applications that were reviewed by Village staff and heard by the Village Council: Future Land Use Map Amendment—Ord. 21-19 A small-scale amendment to the Future Land Use (FLU) Map of the Village Comprehensive Plan from Residential Low Density to Residential Medium Density. The subject Future Land Use Map amendment was heard and approved by the Village Council(5-0)on September 12, 2019(see attached Ordinance 21-18). Rezoning Map Amendment—Ord. 22-19 A small-scale amendment to the Future Land Use (FLU) Map of the Village Comprehensive Plan from Residential Low Density to Residential Medium Density. The subject Future Land 2 Use Map amendment was heard and approved by the Village Council(5-0)on September 12, 2019(see attached Ordinance 22-19). The following graphic depicts the approval process for the subject application: FLU Map Amendment Zoning Map Amendment (ORD 21-19)— (ORD 22-19)— LPA Board—7.18.19 LPA Board—7.18.19 Site Plan Review(SPR 1-19)— Planningand ZoningBoard— First Reading—8.8.19 First Reading—8.8.19 Second Reading— Second Reading- 11.21.19 Approved by Village Council Approved by Village Village Council TBD -9.12.19 Council-9.12.19 IV. Site Plan Review—SPR 1-19 The Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations, reviewed the proposed site plan for the 69-unit multifamily development "The Reserve". 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 Minimum Lot Size 10,000 sq ft.for first 2 6.03 acres In compliance multifamily dwelling units plus 262,654 sq.ft. 3,356 sq ft. for each additional dwelling unit not to exceed a maximum density of 12 dwelling units per gross acre. Per_code minimum lot size:56,984 sq.ft. Minimum Lot 80 ft. 347.47' In compliance Width Density Medium Density 5.4—12.0 12.0 du/acre In compliance dwelling units per acre. Max: 18 69 units du per acre Minimum Living 1,100 sq. ft. for first 2 bedrooms 69 three-bedroom dwelling In compliance Area plus 225 sq. ft. for each units. additional bedroom. Min. 1,325 Min. 1,977 sq ft sq. ft.for a 3-bedroom dwelling. Max. 2,169 sq ft Site Requirements 3 REQUIRED BY CODE —PIroreast V, COMMENTS Front Yard Main Structure: 25' Main Structure: In compliance Accessory Structure: 25' 51.5'(Residential Building) Accessory Structure: 34.5'(Fitness Center) 40.3'(Swimming Pool) Rear Yard 20'for main building Main Structure: 20' from In compliance 10'for accessory building or balcony structure Side Yard-North 7%' main and accessory Main: 11.5'from balcony In compliance structure Side Yard-South 7Y2'main and accessory 16' In compliance structure Max 37% 32.3% In compliance Lot Coverage 97,182 sq.ft. 82,945 sq.ft. Open Space Min 30% 31.5% In compliance 78,761 sq.ft. 82,721 sq.ft. with Code Building Height 2 Stories/30' main building or Buildings: 26'9" In compliance structure Fitness Center/Restroom: 15' 1 Story/15'for any accessory building or structure Parking Sec. 78-705(8): 138 garage spaces Number of c. Multiple-family:Two spaces Additional 69 driveway spaces parking spaces in per dwelling unit. 138 parking 19 guest spaces(compact compliance with spaces spaces) Code. Min. Parking stall width 10' Fence Sec. 78-284(a): 6'White PVC Fence In compliance Walls and fences may be erected or maintained within or adjacent to a property line to a height not exceeding six feet. No wall or fence shall be permitted to extend forward of the adjacent or nearest portion of the building front, regardless of the actual,allowed building setback line, on any lot or parcel Signage The application includes one monument sign, which complies with Village Code Sec. 78-740 (b) "Freestanding sign: One freestanding sign shall be allowed, not to exceed 30 square feet in total area, with a maximum height of seven feet above finish grade. The sign shall meet the setback requirement of Section 78-739. Up to 50 percent of the approved sign may be used as a changeable letter reader sign. Landscaping and irrigation at the base of any such signage shall be required." See drawing SP-2 that for square footage, material, color, and 4 font. The applicant is proposing a sign that is six (6) feet in height and the sign copy area is 13.75 sf. 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. V. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows: (1) Palm Beach County Health Department. Applicant provided statement. (2)Tequesta Fire-Rescue Department(Fire Marshal).Applicant provided statement. (3) Loxahatchee River Environmental Control District(ENCON). See attached letter (4) Department of Environmental Resources Management (DERM). Applicant: See attached letter (5) South Florida Water Management District(SFWMD).Applicant provided statement. (6) Florida Department of Transportation (FDOT). Applicant provided statement. (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County(MPO). N/A (9) Palm Beach County Traffic Engineering Division. See attached TPS letter (Palm Beach County Traffic Performance Standards) (10)Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department. N/A (12) Florida Power&Light Company. See attached letter (13)Telephone service provider, as applicable. See attached letter (14) Solid waste purveyor.See attached letter (15)Tequesta Water Department. See attached letter 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. Please see attached email from Mr. Rodriguez referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr. William Grieve, P.E. from McMahon Associates, 5 Inc., referencing no comments. SEWER, DRAINAGE AND WATER REVIEW Please see attached review letter from Mr. Tom Jensen, P.E. from Kimley Horn Associates, referencing no comments. LAW ENFORCEMENT REVIEW Please see attached review email from Chief McGrew from the Village of Tequesta Police Department, referencing no comments. 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. Please see attached review letter from Chief Trube, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Fire Safety Department. LANDSCAPE REVIEW Please see attached review letter from Mr. Stephen Parker, RLA, and Landscape Architect Consultant, referencing no comments. ENVIRONMENTAL REVIEW Mr. Jan Beernink, from Nutting Environmental of Florida (NEF), Inc. was contracted by the Village to conduct an environmental review of the proposed development. Per Mr. Beernink review letter "Following NEF's initial review of the information submitted as part of the Application for Site Plan Review, NEF requested additional information be submitted, specifically consisting of Phase I Environmental Site Assessment(ESA) and Phase II ESA reports and any other contamination assessment related information for the referenced project, as documented in NEF's corresponded dated May 16, 2019. NEF was subsequently provided with a Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc. dated June 26, 2019, which stated the following: "Response: Attached hereto, are there (3) letters of correspondence from PBC DERM and Air, Water, & Soil Engineering, Inc. indicating the removal of the underground tank and any contaminates and indication of compliance. Additionally, a Phase 1 ESA has been included in the digital submittal package". See attached review letter. After the review of the applicant's additional information, Mr.Beernink concluded "It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney &Associates, Inc. appropriately addresses NEF's comments in NEF's corresponded dated May 16, 2019. The provide information did not identity evidence of the presence of contamination at the subject Site". See attached letter. With regard to existing wells at the subject site, Mr. Beernink provided the following statement: "The Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019 included a Phase I Environmental Site Assessment(ESA) report prepared 6 by Air Water & Soil Engineering, Inc. (AWSE), dated June 19, 2019. The Phase I ESA report identified the presence of a former domestic water supply well on the 734 North US Highway 1 parcel and records identifying a United States Geological Survey(USGS)Salinity Monitor Well(identified as P8-872)on the 746 North US Highway 1 Parcel. However,AWSE was unable to locate the USGS Well during the site reconnaissance and stated that its status was unknown. The approximate locations of the former domestic water supply well and the USGS Monitor Well were mapped on Figure 2 (Page 37 of the pdf)included in the Phase I ESA report."Please see attached e-mail. The Phase I Environmental Site Assessment (ESA) report prepared by Air, Water, & Soil Engineering, Inc. (AWSE) recommended the following: • "AWSE recommends that proper abandonment of the former domestic water supply well on the 734 North US Highway 1 parcel and removal of the abandoned septic tank. • AWSE recommends that the US Geological Survey Salinity Monitor Well, PB-872, be located on the 746 North US Highway 1 parcel and the US Geological Survey notified of the redevelopment of the property with respect to their well location." VI. FINAL REMARKS This development application met the requirements set in Section 78-334 notice of hearing. The notice of hearing was published on November 11, 2019. The subject proposed 69-unit multi-family condominium residential development would be located south of Casa Del Sol (CDS), a 41 townhome residential development. The Village of Tequesta received a letter from the Board of Directors stating, "CDS believes that the development of the currently vacant lot identified in Ordinance 21-19 into a quality residential development will substantially benefit the Village of Tequesta, as well as CDS." The subject letter is dated September 12, 2019, see attached document. Per Mr. Steve Cohen's email (developer) dated 11/13/19, "The project will be Owner occupied. Our intention is to design, permit, build and market the units For Sale. We will adhere to customary COA docs found throughout south Florida in similar types of neighborhoods. Florida Statutes will be the basis of the creation of the Condo docs." Staff is recommending the following conditions of approval related to the Phase I Environmental Site Assessment (ESA) report prepared by Air, Water, & Soil Engineering, Inc. (AWSE) recommended the following: • "AWSE recommends that proper abandonment of the former domestic water supply well on the 734 North US Highway 1 parcel and removal of the abandoned septic tank. • AWSE recommends that the US Geological Survey Salinity Monitor Well, PB-872, be located on the 746 North US Highway 1 parcel and the US Geological Survey notified of the redevelopment of the property with respect to their well location." 7 VII. EXISTING CONDITIONS 7 .4pe 4 �010 ter +C7 s it • • 8 ORDINANCE 21-19 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, ADOPTING A SMALL SCALE AMENDMENT TO ITS COMPREHENSIVE DEVELOPMENT PLAN IN ACCORDANCE WITH THE MANDATES SET FORTH IN SECTION 163.3184, ET SEQ., FLORIDA STATUTES, PURSUANT TO A PRIVATELY-INITIATED APPLICATION # SSC 1-19 WHICH PROVIDES FOR AN AMENDMENT TO THE FUTURE LAND USE MAP, DESIGNATING SIX POINT ZERO THREE (6.03) ACRES, MORE OR LESS, OF REAL PROPERTY AS MEDIUM DENSITY RESIDENTIAL; WHICH PROPERTY IS LOCATED AT 746 U.S. HIGHWAY 1 AND 734 N. US HIGHWAY 1, INFORMALLY KNOWN AS "THE RESERVE AT TEQUESTA"; PROVIDING FOR COMPLIANCE WITH ALL REQUIREMENTS OF CHAPTER 163, FLORIDA STATUTES; PROVIDING A CONFLICTS CLAUSE AND A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the State Legislature of the State of Florida has mandated that all municipalities draft and adopt comprehensive development plans to provide thorough.and consistent planning with regard to land within their corporate limits; and WHEREAS, all amendments to the comprehensive development plan must be adopted in accordance with detailed procedures which must be strictly followed;and WHEREAS,the Village of Tequesta, Florida, has received privately-initiated application #SSC 1-19 requesting a small-scale amendment to the Comprehensive Development Plan of the Village of Tequesta to designate two (2)parcels of land amounting to six point zero three (6.03) acres,more or less,located at 746 U.S.Highway 1 and 734 N.US Highway 1 as"Medium Density Residential"on its land use map; and WHEREAS, the Village of Tequesta, Florida, has carefully prepared an amendment to its comprehensive development plan in order to amend the Future Land Use Map relating to the Medium Residential Density future land use designation for the parcels located at 746 U.S. Highway 1 and 734 N. US Highway 1; and WHEREAS,the Village of Tequesta has held all duly required public hearings;both prior to submission of the proposed amendment of the plan to the State Department of Economic Opportunity and after the proposed amendment of the plan was returned to the Village of Tequesta, in accordance with Chapter 163.3187,Florida Statutes; and - 1 - WHEREAS, the Village Council desires to adopt the amendment to the current comprehensive development plan to guide and control the future development of the Village, and to preserve,promote and protect the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA,THAT: Section 1: The Village Council of the Village of Tequesta, Florida, hereby adopts the amendment to its current comprehensive development plan; by providing for the land use designation of"Medium Density Residential" for two (2) parcels of land amounting to six point zero three (6.03) acres, more or less, located at 746 U.S. Highway 1 and 734 N. US Highway I, and amending the Village's Future Land Use Map accordingly;as attached hereto as Exhibit A and made a part hereof and of the current comprehensive development plan. Section 2: A copy of the comprehensive development plan, as amended, is on file in the office of the Village Clerk,Village of Tequesta,Florida. Section 3: The Village Clerk is hereby directed to transmit one (1) copy of the amendment to the current Comprehensive Development Plan to the State Land Planning Agency along with a letter indicating the number of acres for the amendment submitted, the cumulative number of acres involved in small scale developments within the Village of Tequesta that the Village Council has approved during the past calendar year, a copy of the executed adopting ordinance and the Future Land Use Map, in color format, depicting the subject property, and the ordinance effective date. Section 4: Each and every other section and subsection of the Village of Tequesta Comprehensive Plan shall remain in full force and effect as previously adopted. Section 5: All ordinances or parts of ordinances in conflict be and the same are hereby repealed. Section 6: Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. -2 - Section 7: The effective date of this plan amendment shall be thirty-one (31) days following adoption of this Ordinance by the Village of Tequesta. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If the Ordinance is timely challenged by an "affected person" as defined in Chapter 163, Florida Statutes, the amendment does not become effective until a final order is issued finding the amendment in compliance. FIRST READING this day of ,2019. SECOND AND FINAL READING this day of , 2019. - 3 - The Reserve at Tequesta Feq+uesta, Florida f z sem. 12 F •, ^` • 4•" PBl i LE. f7. --`-' .-'-' -1-' '1,3 : atie --...-•-4--:-....=:,_.---$!4-it4,1-ii.12,1,:1- -7-,-;:".,0 ' _ � amt wk err `.: _.:?-yyEEIo(C"M1xI',,a�•»ttn_. ,f :n. S . 412-,:"11-:-:'":-,1 Y. • t. ...if„....:....,..7,..7 . _ Vis^ ,d ,. - , w. _{ �1- village.c 4Rf �-.. . °� n ,..,,,-,.,:.,i,,_,.....,-,,::-_,,,,,,,,, S k USE ♦..sys• .••....swt:Y.w. 4: -..Y�>: -. itu.AXlrr,hA11 CUP*R}{'+ ..} G:wF.ki31 t .3 4,.!+1a»**,*1* G[W3i:1tYM1-t)N .. ••••.0.11. *'.* iYf♦1 W.4. 1•HNI K 16iihi3I r.A74D ie4143c..M011r1% 6 At. ipAiii Proposed Future Land Use Map 63.19 - 4 - ; ORDIyy_ Date y A `// ! NANCE -19 +qtr 09/12/2019 e .. Upon Second Reading Motion Vice-Mayor Kristi Johnson Second Council Member Vince Arena VOTE FOR ADOPTION AGAINST ADOPTION ABSENT Mayor Abigail Brennan ✓ Vice-Mayor Kristi Johnson 1 Council Member Vince Arena ✓ P1 Council Member Laurie Brandon ✓ Li _ Council Member Kyle Stone ✓ r I The Mayor thereupon declared the Ordinance duly passed and adopted. „00„„x.itT. MAYOR OF TEQUESTA ATTEST: wQ,GORPOR QL SEAL `D= :,INCORPORATED;' Abigai Bren u :n Lori McWilliams,MMC Village Clerk ORDINANCE 22-19 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA,FLORIDA,PROVIDING FOR THE REZONING OF CERTAIN REAL PROPERTY WITHIN THE CORPORATE LIMITS OF THE VILLAGE OF TEQUESTA, FLORIDA; PURSUANT TO A PRIVATELY- INITIATED APPLICATION# PRZ 1-19,WHICH PROPERTY CONSISTS OF SIX POINT ZERO THREE(6.03)ACRES,MORE OR LESS, OF LAND LOCATED AT 746 U.S. HIGHWAY 1 AND 734 N. US HIGHWAY 1; PROVIDING THAT THIS REAL PROPERTY WHICH IS MORE SPECIFICALLY DESCRIBED HEREIN SHALL BE RE-ZONED FROM THE VILLAGE ZONING DESIGNATION OF "C-2 COMMUNITY COMMERCIAL DISTRICT"TO THE VILLAGE ZONING DESIGNATION OF "R-2 MULTIPLE-FAMILY DWELLING DISTRICT"; PROVIDING THAT THE ZONING MAP OF THE VILLAGE OF TEQUESTA BE AMENDED TO REFLECT THE PROPER DESIGNATION FOR THIS REAL PROPERTY; PROVIDING A CONFLICTS CLAUSE AND A SEVERABILITY CLAUSE;PROVIDING AN EFFECTIVE DATE;AND FOR OTHER PURPOSES. WHEREAS, after duly noticed public hearings, held pursuant to Florida Statutes, the Village Council does hereby find, determine and declare that the public health,safety and general welfare of the citizens of the Village of Tequesta are best served by re-zoning that real property described herein below,located within the Village,the zoning designation of"R-2 Multiple-Family Dwelling District". NOW,THEREFORE,BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA,FLORIDA,THAT: Section 1: That certain real property located in the corporate limits of the Village of Tequesta consisting of a total of approximately six point zero three(6.03)acres,more or less,located 746 U.S. Highway 1 and 734 N. US Highway 1, is hereby re-zoned from C-2 — Community Commercial District to R-2—Multiple-Family Dwelling District,and is legally described as follows: (See Exhibit 1 attached hereto for legal description-PCN#60-43-40-30-00-001-0120 and 60-43-40- 30-00-001-0170) Section 2: The Village Zoning Map is hereby amended to conform to this Ordinance,and the appropriate officials of the Village are instructed to make the necessary changes to the official - 1 - Village Zoning Map. Section 3: All Ordinances or parts of Ordinances in conflict be and the same are hereby repealed. Section 4: Should any section or provision of this Ordinance or any portion thereof,any paragraph, sentence or word be declared by a Court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. Section 5: This Ordinance shall take effect immediately upon passage. -2 - int 'k,- . +ss� . '! --^+. . _ , + --+air- t ; 1 (:=( d!il< C=4 I �7; .� r ,' ,i. •`. t Rte' , 1' t 1 A d► 4 A l 1 ' , t - / INT16. VIA, F _ T...�li L .I.a l".ila���....�V�.f.r - i_ V,T. ,fit. ,11011117i——ME ft ,,,� a. \, i '4 a w 1 '' .fi x I s..aa.r..M..aaa.wr VemM. "'�'��" 9 _. ::. awns. 1��.: ! t i'J d,S,3 'f 1 - { �°' r Q.:_. r a ar__e_a..sai. o Y Tv int �.�,,rir 't rAVM, O"'.'.. y �n.a.ara4 _ 1 1r.ia._11a_kaa�.aa.nw.aaw.. a , .w: • LEGAL L D CRO PARCEL 1. THE NORTH 200 FEET OF THE SOUTH 860 FEET OF usetn- LOT 1, REST OF STATE ROAD 14 (AL$0 KNOWS AS STATE ROAD 06 OR U.S. 01), TN SECTION $0, 'IMP 40 MOT}, E* 48 EMT, PALM BEACH COUNTY, FLORIDA; SAID PARCEL OF LAIN) FRONTING ON THE YTS" SIDE OF U.S. HI$$iMi1Y S4. TOGETIER WITH: PARCEL. E» A PANEL OF LAND LYING IN GOVERNMENT LOT I, SUCTION FCO, 1111148HIP 40 SOUTH, RAN$E 48 EMT, PALM SEMI COUNTY, FLORIDA. MID PARCEL BEING MORE PARTICULARLY DESCRIBET AS FOLL0WS: PACE TEE SOUTHWEST COINER 0P MID BEVERIMENF' LOT 1, BEM N. 00' 181 101E, ALONG Tie WESTERLY LINE Ett MID GOVT LOT 1, A DISTARCE OF 950.0 FEET TO THE POINT OF 6esINNIING OF THE HEREIN DESCRIBED PARCEL OF LANA: PENCE CONTINUE N. 00' 10' 120'E., ALONS THE WESTERLY LINE OF MID 801MINIMIT LOT 1, A DISTANCE OF 147.47 FEET; THENCE ' 24' 80'E., A DISTANCE OF 820.0it FEET; THENCE .:#. 00' SO' 10" E., A OTATANCE OF S.4O FEET; THENCE 41.E9' 2t' 00' E., A DI$TAiiIE OF 81.14 FEET TOA POINT IEi THE VST' .Y RISHT OF MY LINE OF STATE RMA NO. S 10.8. NIEH tY M.1), SAID POINT BEING 51.00 FEET (lEMMIC)AT RIGHT ANSLER), FROla THE CES LINE OF SAID STATE ROD N0. 6; THENCE $ 18' 50' 20' E.,, ALONG MID WESTERLY RST CF MY LINE, A 0I$TANOE OF 157.14 FEET; THENCE 11.88` GO' 60' W., 740.85 FEET TO THE POINT OF ANG OF THE HEREIN lDIED PARCEL OF LAM. -3 - The Reserve at Tequesta Tequesta, Florida Ns ......,.: SSilkali.AMP MN .......•east.116.19-A Nick-F 7 .-at, ......fie.lirau* ti IN MU.T( AMILY 1 41i,$ sks RESIDENTIAL t aC .. 121C PKC a..ora - L. _ -KH WM:Tt.t AML# RESIDENTIAL .mss A • 11111:1: • • • • • tit tit • • • • • a 1 • fl► 0 • 1 11 .t . 4Plip_ Proposed Zoning Map (R-2: Multiple Family Dwelling District ) itio, w 11.14,18 - 4 - 9{,=oF re�Z 47 It, ORDINANCE p4Date 22-19 09/12/2019 09/12/2019 Upon Second Reading Motion Vice-Mayor Kristi Johnson Second Council Member Vince Arena VOTE FOR ADOPTION AGAINST ADOPTION ABSENT Mayor Abigail Brennan [✓ Vice-Mayor Kristi Johnson L Council Member Vince Arena Council Member Laurie Brandon Council Member Kyle Stone The Mayor thereupon declared the Ordinance duly passed and adopted. MAYOR OF TEQUESTA ATTEST: POR SEAL. INCORPORATEp• „ ' .... gip ,, O� L.O� ,,,,girls����ititm�",,, Ma..e(40--- SIPV bigail enn:n Lori McWilliams, MMC Village Clerk Lance Lilly Subject: FW: RESUBMITTAL- The Reserve at Tequesta - 69 multi-family units From: Lynne Britt<lbritt@tequesta.org> Sent: Wednesday,July 17, 2019 2:04 PM To: Lance Lilly<Ililly@tequesta.org> Subject: RE: RESUBMITTAL-The Reserve at Tequesta -69 multi-family units Lance: The Building Official has reviewed the above referenced project for ADA compliance regarding parking spaces, and for floodplain purposes. The parking spaces meet ADA compliance, and the property is not within the special flood hazard area. Please let me know if you have any questions. Regards, Lynne Lynne Britt Ibritt@tequesta.org Office Manager Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469-0273 Phone: 561-768-0458 Fax: 561-768-0698 .:OF_Fx 41‘ •e fN M 1 McMahon Associates, Inc. McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard,Suite 400 West Palm Beach,FL 33409 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 Christopher J.Williams,P.E. TECHNICAL MEMORANDUM ASSOCIATES John J.Mitchell,P.E. 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 FOUNDER 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: The Reserve at Tequesta(69 multi-family units)-Site Plan Review McMahon Project No.M11172.16 DATE: September 9, 2019 McMahon Associates,Inc. (McMahon)has completed a review of the "Traffic Analysis for The Reserve at Tequesta"prepared for Palm Beach County by O'Rourke Engineering&Planning,updated August 9, 2019, and the"Site Plan"prepared by Gentile, Glas,Holloway, O'Mahoney&Associates, Inc., revision date August 9, 2019. Please consider the following comments: Traffic Statement 1. In the"Lane Geometrics"section,please revise as the following: "North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard, a three-lane undivided arterial [two(2)southbound and one(1)northbound lanes] from Village boulevard to Tequesta Drive, and a four-lane..." Resolved. 2. The site plan attached in Appendix A does not match with the site plan dated April 18, 2019, which was included in the package received as part of the review. Please revise analysis based on the latest site plan. Resolved. Engineering I Planning I Design I Technology mcmahonassociates.com Ms. Nilsa Zacarias May 16, 2019 Page 2 of 3 New Traffic Analysis Review Comment 1. Page 9 Driveway Analysis, Indicates the north driveway is "right-in/right-out". Please revise driveway is right-in only. Resolved. Site Plan Review(Traffic and Parking) McMahon conducted a review of the site plan with regard to parking and traffic circulation. The parking supply appears to meet the relevant code. However, the following issues did not meet the City codes: 1. Per Village Code Section 66-336, sidewalks,pathways and crosswalks shall be five feet in width or greater. Applicant's discussion with planning staff was verified, regarding the 4' walk being acceptable. No further comment 2. Indicate on the site plan the location of"Do Not Enter" signs eastbound at the one-way ingress and at the one-way egress onto U.S. Highway One. Control signs and markings shall be in conformance with all current state, county, district and village requirements. Resolved. 3. Is there sufficient turn around area provided for vehicles traveling north or south on Royal Palm Circle without using the last driveways on the street? Per Village Code Sec.66-190 dead-end streets are prohibited except where appropriate as stubs to permit future street extensions into adjoining unsubdivided tracts or when designed as culs-de-sac. If a dead-end street is of a temporary nature a similar turnaround may be required and provision made for future extension of the street into adjoining property, as may be required by the village. Comment withdrawn. 4. What modifications are proposed to the existing bike lane/buffer on U.S. Highway One at the ingress and egress to the property? Resolved. 5. A Florida Department of Transportation (FDOT) permit is required and must be secured prior to the issuance of a building permit. FDOT Driveway Connection Permit received. McMahon has no further comments. If you have any questions,please feel free to contact me. Sincerely, Ms. Nilsa Zacarias May 16, 2019 Page 3 of 3 /,// °I/A e William A. Grieve,P.E. Project Manager WAG/cec F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_16_The Reserve at Tequesta\Correspondence\Comments\TechMemo_The Reserve_090919.docx Kimley>>>Horn July 17, 2019 Nilsa Zacarias, AICP NZ Consultants 1851 W. Indiantown Road Suite 100 Jupiter, Florida 33458 Re: Village of Tequesta The Reserve(Water and Drainage Plan Review) DRC Second Comments Response Dear Ms. Zacarias: We are in receipt of the Developer's responses to our initial DRC comments for the above referenced project. We will respond to their proposed revisions/responses in italic red font below to our initial DRC comments that were made on May 16, 2019 below. Drainage • Provide a demolition plan to show removal of existing drainage on-site. The addition of Sheet C-13, Demolition Plan, addresses this concern. • The on-site drainage will be private, and not owned or maintained by the Village. The Developer concurred with this response. • The site grade elevations from west to east vary by more than 9ft. How are we maintaining drainage on-site, and not impacting drainage within US1. The Developer's Engineers response as to the number of catch basins proposed from west to east and the FDOT's recent permit issuance addresses our concerns as stated above. • The provided exfiltration is in direct conflict with water and sewer services, provide detail on how these conflicts will be addressed. The notes added to the drawings address our concerns. Water • Check exfiltration conflicts noted above. The notes added to the drawings address our concerns. • Provide a demolition plan to show removal of existing water system on-site. The addition of Sheet C-13, Demolition Plan, addresses this concern. • Per the layout shown,we assume that the water system, up to the water meters will be owned and maintained by the Village. The easements shown do not reflect that, please confirm and revise accordingly. The revised easement layout addresses our concerns. kimlev-horn.com 192.0\\cl<i‘ Suite 200. A\est Palm Beach FL 33411 561 840 0853 • Make use of a less obtrusive tree in the landscape area where the meters are located (visit Tequesta Oaks to see the issues we are now dealing with at meter locations due to the trees). At a minimum, provide a root barrier and copper water services. We concur with the use of a root barrier around the trees where water services are being installed. We recommend(but does not impact our approval) that the Developer still make use of copper piping from the meter to the house to avoid any future service breaks down the road, even with the use of the root barrier. • Will require a hold harmless arrangement for areas where the water system is installed under pavers, so the Village is not obligated to replace them if a main repair is required. The Engineer concurred with this statement, but we will require a formal acknowledgement from the Developer to ensure the Village is not responsible for the pavers. • Suggest that the existing water connection within US1 be the water source for this project, adjust plans accordingly. The Engineer addressed this concern in the revised plans. • The current water service tie in at US1, note that we do not allow size on size taps (see note above). The Engineer addressed this concern in the revised plans. • Valves at all intersections are required, and sample points will also need to be shown. The valves added now address our concerns, but sample points will be required at points of connection. The sample points will not impact our approval of this DRC resubmission, as the Health Dept. will require them. • The fire hydrant at Sta. 0+89, reconfigure the layout to allow for the Clubhouse water service to not come off the hydrant lead. Look at placing the Clubhouse water meter/backflow assembly adjacent to this hydrant. The plan revision addresses our concern. • Minimum water main size is 6-inches. The plan revision addresses our concern. • The Casa Del Sol tie in at the northwest corner needs to be revised to reflect the correct tie in location, existing valves are 40ft west. The plan revision addresses our concern. • To assist with fire flow, plan on another connection to an existing main in the southwest corner, where the Village has an existing main in an easement within County Line Plaza. The plan revision addresses our concern. Based upon the Developer/Engineer responses and revised plans provided, we can accept the plans as submitted. If you should have any questions. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Thomas C. - sen, P.E. c: J. Allen kimley-hom.coth 1920 Wekiva Way. Suite 200.West Palm Beach.FL 33411 561 840 0800 Lance Lilly From:James McGrew<jmcgrew@tequesta.org> Sent: Friday,July 12, 2019 9:08 AM To: Nilsa Zacarias<nzacarias@tequesta.org> Subject:The Reserve's Plan Good Morning Nilsa, After reviewing the plans and the recommendations made by Cpl. Franklin, it appears the new plans addressed Cpl. Franklin's concerns. Thank you, Jim McGrew Assistant Chief of Police Tequesta Police Department imcgrew@tequesta.org 561-768-0522 1 Lance Lilly From:James Trube<jtrube@tequesta.org> Sent:Tuesday, September 17, 2019 4:16 PM To: Lance Lilly<Ililly@tequesta.org> Cc: William Newbern <wnewbern@tequesta.org>; Pat Nawrocki<pnawrocki@tequesta.org> Subject: RE: RESERVE RESUBMITTAL-3rd drc review Lance, Sorry this is late.The fire department completed the review of the applicants response to our comments and find the response is satisfactory. All Fire Department concerns have appropriately addressed in the latest proposal. Thank You. James B. Trube Fire Chief Tequesta Fire Rescue 561-768-0550 itrube©tequesta.orq 1 it--71TAgr'I' iV c. C3�� — ,p WI ME P_ RKER . 8,\\E_ II E desiun group, inc, MEMORANDUM TO: Nilsa Zacarias, AICP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: September 20, 2019 RE: The Reserve I completed a review of the revised landscape plans for The Reserve, as prepared by Gentile, Glas, Halloway, O'Mahoney and Associates, dated 8.26.19, and have the following comments: 1. The applicant has responded that the requested irrigation plan shall be provided prior to receiving any construction permits. This is acceptable. 2. Provide a tree preservation barrier detail noting measures that will be implemented to preserve existing trees. 3. Provide mitigation for removal of .4 acre of upland scrub, pine and hardwoods. Based on the tree survey, a number of existing Sabal Palms, Oaks and Pines exist in this area. Provide a new area or areas of native plantings to replace this plant material. Recommend converting as close as possible to .4 acre of (17,424 s.f.) of open lawn areas to native planting zones. The Village of Tequesta Code encourages the principles of Florida Friendly landscaping per Sec. 78-391 & 392 which, among other items promotes water conversation and vegetation protection objectives by providing for the re-establishment of native plant communities. The conversion of open lawn areas which often require extensive watering, to natural areas with minimal watering requirements will help achieve these principles. Page 1 Ili , . (,R \I')-!I( jt,, , - 5r,1747-5069 I_1, --1 < -Ur rr r The Reserve September 20, 2019 Please contact me with any questions. Sincerely, 6r - StephJ. Par er ASLA SJP/ p Page 2 •Environmental Property Assessments •Contamination Assessments •Remediation •Monitoring Wells •IAQ/Mold Evaluation NEF NUTTING ENVIRONMENTAL OF FLORIDA, INC. Your Project is Our Commitment May 16, 2019 Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Attn: Ms. Nilsa Zacarias, Community Development Director Re: Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta, Palm Beach County, FL 33469 NEF#: 7548.2 Dear Ms. Zacarias: NUTTING ENVIRONMENTAL OF FLORIDA, INc. (NEF) has prepared this letter in response to our meeting on May 15, 2019 at the Village of Tequesta to discuss the Application for Site Plan Review for the above referenced project. The information submitted as part of the Application for Site Plan Review did not include any specific information pertaining to contamination assessment activities at the site, however a search of online (OCULUS) Florida Department of Environmental Protection (FDEP) records, indicated that the subject property was listed in the Hazardous Waste and Storage Tank databases maintained by FDEP. Given the above, for NEF to be able to assist the Village of Tequesta in their review of available contamination assessment information and the impact of the reported contamination on the proposed site development, NEF would request the applicant provide the Village with Phase I Environmental Site Assessment (ESA) and Phase II ESA reports and any other contamination assessment related information for the referenced project. NEF appreciates this opportunity to be of service. Should you have any further questions or concerns, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, NUTTING ENVIRONMENTAL OF FLORIDA, INC. J. .=r- .Ri lossi, P.E. Vice-Pr nt 'resident 1310 Neptune Drive • Boynton Beach,Florida 33426 • 561-732-7200 Broward 954-782-7200 • St.Lucie 772-408-1050 • Miami-Dade 305-557-3083 • Fax 561-737-9975 Toll freer1-877-NUTTING(688-8464) • www.nef.cc • info@nef.cc kilt] •Environmental Property Assessments •Contamination Assessments •Remediation •Monitoring Wells •IAQ/Mold Evaluation NUTTING ENVIRONMENTAL OF FLORIDA, INC. Your Project Is Our Commitment July 17, 2019 Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Attn: Ms. Nilsa Zacarias, Community Development Director Re: Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta, Palm Beach County, FL 33469 NEF#: 7548.2 Dear Ms. Zacarias: NUTTING ENVIRONMENTAL OF FLORIDA, INC. (NEF) has prepared this letter to provide additional information regarding a review of contamination assessment information and potential impact of contamination on the proposed site development associated with the Application for Site Plan Review for the above referenced property. Following NEF's initial review of the information submitted as part of the Application for Site Plan Review, NEF requested additional information be submitted, specifically consisting of Phase I Environmental Site Assessment (ESA) and Phase II ESA reports and any other contamination assessment related information for the referenced project, as documented in NEF's correspondence dated May 16, 2019. NEF was subsequently provided with a Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019, which stated the following: "Response:Attached hereto, are three (3) letters of correspondence from PBC DERM and Air, Water & Soil Engineering, Inc. indicating the removal of the underground tank and any contaminates and indication of compliance. Additionally, a Phase 1 ESA has been included in the digital submittal package." It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney & Associates, Inc., appropriately addresses NEF's comments in NEF's correspondence dated May 16, 2019. The provided information did not identify evidence of the presence of contamination at the subject site. As such, based on the provided information, it is NEF's opinion that no conditions have been identified that would warrant the Village of Tequesta to prohibit the use of the property as a multi-family residential property, due to the presence of contamination. Please note that the objective of this evaluation by NEF is strictly limited to assist the Village of Tequesta in their review of available contamination assessment information and the impact of the reported contamination on the proposed site development. This evaluation is not intended to provide an opinion on the completeness or accuracy of the assessment activities performed by others. 1310 Neptune Drive • Boynton Beach,Florida 33426 • 561-732-7200 Broward 954-782-7200 • St.Lucie 772-408-1050 • Miami-Dade 305-557-3083 • Fax 561-737-9975 Toll free:1-877-NUTTING(688-8464) • www.nef.cc • info@nef.cc Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta,Palm Beach County,FL 33469 NEF#7551.1 NEF appreciates this opportunity to be of service. Should you have any further questions or concerns, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, NUTTING ENVIRONMENTAL OF FLORIDA, INC. (Jan :ee Richard G. lossi, P.E. Vice-P • de t President • 11.1 NEF NUTTING ENVIRONMENTAL Or FLORID,INC. hu-Pro tbMd,mW+aK Lance Lilly Subject: FW: SITE PLAN REVIEW - the reserve From:Jan Beernink<JanB@nutting.biz> Sent: Friday,August 9, 2019 9:49 AM To: Lance Lilly<Ililly@tequesta.org> Cc: Nilsa Zacarias<nzacarias@tequesta.org> Subject: RE: SITE PLAN REVIEW-the reserve Lance/Nilsa, Per our conversation earlier, below you'll find a quick summary regarding the "wells" that were identified in documents provided: The Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019 included a Phase I Environmental Site Assessment(ESA) report prepared by Air Water &Soil Engineering, Inc. (AWSE), dated June 19, 2019. The Phase I ESA report identified the presence of a former domestic water supply well on the 734 North US Highway 1 parcel and records identifying a United States Geological Survey (USGS) Salinity Monitor Well (identified as PB-872) on the 746 North US Highway 1 Parcel. However, AWSE was unable to locate the USGS Well during the site reconnaissance and stated that its status was unknown. The approximate locations of the former domestic water supply well and the USGS Monitor Well were mapped on Figure 2 (Page 37 of the pdf) included in the Phase I ESA report. The Phase I ESA report recommended the following: • "AWSE recommends that proper abandonment of the former domestic water supply well on the 734 North US Highway 1 parcel and removal of the abandoned septic tank. • AWSE recommends that the US Geological Survey Salinity Monitor Well, PB-872, be located on the 746 North US Highway 1 parcel and the US Geological Survey notified of the redevelopment of the property with respect to their well location.' NEF concurs with the AWSE recommendations. If you have any questions, feel free to contact me at your convenience. Thank you Jan Beernink Vice-President Nutting Environmental of Florida, Inc. 1310 Neptune Drive Boynton Beach, FL 33426 Office: (561) 732-7200 or(954) 782-7200 Cell Phone: (561) 350-4369 Fax: (561) 737-9975 Email Address: ianb@nutting.biz 1 LA SA UI I.SOL) anommisi September 12, 2019 Board of Directors 2019-2020 Nancy Michaleski President John Huley Village of Tequesta Council Vice President/ 345 Tequesta Drive Secretary Tequesta, FL 33469 Patrick Ludwig Re: Ordinance 21-19 Treasurer Dear Council Members: Tom Gaffney Director This letter from the Board of Directors of Casa del Sol at Keith Gibbs Tequesta (CDS) is in support of Ordinance 21-19 amending the land Director use map for the Village of Tequesta to permit the future development of residential property on an area of U.S. Highway 1. CDS is a luxury 41- Law Office ofJ.M. townhome residential property located off of County Line Road and it is Cunha located adjacent to the property that is proposed to be developed. Counsel Howard Rosenkranz CDS believes that the development of the currently vacant lot LCAM, Vesta Property identified in Ordinance 21-19 into a quality residential development will Services substantially benefit the Village of Tequesta, as well as CDS. Sincerely, Board of Directors of Casa Del Sol at Tequesta Casa Del Sol •901 Del Sol Circle •Tequesta,FL 33469 Lance Lilly From: Steve Cohen <scohen@capanoinc.com> Sent: Wednesday, November 13, 2019 4:34 PM To: Nilsa Zacarias; Troy Holloway (Troy@2gho.com); alec@2gho.com Cc: Lance Lilly Subject: RE: PLEASE CLARIFY- The Reserve Hi Nilsa, The project will be Owner occupied. Our intention is to design, permit, build and market the units For Sale. If the Village is requiring or requesting Condo Association documents at this point, we haven't prepared those. We will adhere to customary COA docs found throughout south Florida in similar types of neighborhoods. Florida Statutes will be the basis of the creation of the Condo docs. I will circle back with our legal team for more specifics pertaining to any lease provisions and will attempt to have something back to you by tomorrow. Thank you, (€,construction I1 41CIa, Inc. Stephen Cohen 1054 Gateway Blvd,107 Boynton Beach,FL 33426 C)561-789-5558 E)scohen@capanoinc.com From: Nilsa Zacarias<nzacarias@tequesta.org> Sent: Wednesday, November 13, 2019 4:05 PM To:Troy Holloway (Troy@2gho.com) <Troy@2gho.com>; alec@2gho.com; Steve Cohen <scohen@capanoinc.com> Cc: Lance Lilly<llilly@tequesta.org> Subject: PLEASE CLARIFY-The Reserve Good afternoon Steve, Since The Reserve development is proposed as condominiums, please clarify what is the ownership status in terms of rentals or owner occupy. If the units will be owner occupy; then, are you including on the HOA document a language that addresses specific rental policies; please provide an example. We will appreciate to receive your response the latest by tomorrow (Thursday) since we are working on the staff report and this is an important information that we need to include. Thank you so much! Nilsa Nilsa Zacarias, AICP Community Development Director Village of Tequesta Phone: 561.768.0457 E-mail: nzacarias@tequesta.org www.tequesta.org 1 F F°` OP tfo6 VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY Ck.# -i` Department of Community Development 345 Tequesta Drive fee Paid:Intake Date: { Tequesta,Florida 33469 Ph:561-768-0451/Fax:561-768-0698 �' ` � ° www.tequesta.org PROJECT#: 4 tc4 couHcx APPLICATION FOR SITE PLAN REVIEW DRC 0 PLANNING&ZONING BOARD Meeting Date: VILLAGE COUNCIL El 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-IA 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: The Reserve ©Tequesta PROJECT ADDRESS: 734 N. US Highway 1, Tequesta, FL , 746 US Highway 1, Tequesta, FL DESCRIPTION OF PROJECT: Multifamily project featuring 69 units Property Control Number(PCN),list additional on a separate sheet: 60-43-40-30-00-001-0170 and 60-43-40-30-00-001p120 Estimated project cost: Property Owner(s)of Record: Royal Tequesta, LLC - Stephen Cohen Address: 105 Foulk Road, Wilmington, DE 19803 Phone No.: 561-789-5558 Fax No.: E-mail Address:scohen@capanoinc.com Applicant/Agent(if other than owner complete consent section on page 3): Name: Gentile Glas Holloway O'Mahoney& Associates, Inc. -Troy Holloway, PLA/Alec Dickerson Address: 1907 Commerce Lane, Suite 101, Jupiter, FL 33458 Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address:troy@2gho.com/alec@2gho.com 1 II. LAND USE&ZONING A) ZONING DESIGNATION C2;Community Commercial B) FUTURE LAND USE DESIGNATION Commercial C) Existing Use(s) Vacant D) Proposed Use(s),as applicable Multifamily Residential III. ADJACENT PROPERTIES Name of Business/ Land Use Zoning Existing Use(s) Approved Use(s) Subdivision Designation Designation NORTH Casa Del Sol Residential Med R-2 Residential Residential SOUTH Countyline Plaza Commercial C-2 Commercial Play commercial develops EAST Intracoastal Pla HR-12 (PBC) RH (PBC) Residential conds"Residential WEST 1Tequesta Hills HR-12(PBC) RH(PBC) Residential Residential 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. See accompanying justification statement 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 Gene cues Holloway OMahoney&Ate. behalf to submit this application,ail required material and documents,and attend and re to act on my/our and public hearings pertaining to the application and propertypresent me/us at ail meetings 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/ow knowledge. Rowe Tequesta,11C-Stephen Cohen M.Troy Hoibway,PLA Owner's Name(please print) Appkant/Agent's N me(please print) I• owrrprs ` -t Signature Applicant/Agerr ski ature Date Date 1 1C� VI. APPUCATION FEES (1) Pre-application meeting. A pm-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. A$300.00 fee applies. (2) Review by the Development Review Committee(DRC).The Community Development Director or designee shall submit such application far departmental staff and consultant review within 30 days of receipt of a completed application. Egli a$400.00 fee applies. (3) Review by the Pham 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) 98 a $500.00 fee(recommendation to Village Council) applies (4) Review by pillage Count 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. Ma 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, consultant fees and special studies,the applicant shad compensate the villagepr engineeringheprocessing fees, the application or not later than 30 days after final applicationfor determinede costs as to the iate of ppi approval whichever Is appropriate by the visage.Failure to make such payment maybe grounds for not Issuing a building or toning 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 shad be paid prior to such appdctionf ing.scheduled for a public hearing requiring notice. I �^ Owner s Slgnature to Acknowledge 3 I 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 l DRC Meeting L______ Held within 2 weeks of application 4 submittal 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 --ii. recommend approval DRC comments (3'd Thursday of each month) ir .� 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. (2) Required application fees. (3) Statements of unity of title,warranty deed,or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey(not more than one year old)and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100'of the project boundary. (3) Existing utilities within 100'of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer,date,and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area In acres&square feet (6.03ac 262,654 sf Total number of units(multi-family) 69 Total square feet of each primary structure Total AC square footage per Bldg.144,285 SF(See SP-2) Total square feet of accessory structures 725sf Total footprint of each building in sq ft&% 84,945-32.3% Overall mean building height&number of stories 26'9"/2 stories, not to exceed 30' Finished floor elevation for all structures i range of 19-24 Total project density in units per acres,if applicable 11.44 du/ac Total proposed off-street parking spaces 226 spaces Height and location of proposed fences and/or walls 6'PVC fence on south and west sides of property Proposed drive aisle width --� ' Proposed sidewalk width 4 5 c. Provide site data and setbacks: Lot coverage I Impervious area I Open space area TOTAL SQ FT 84,945 179,933 82,721 PERCENT(%)OF SITE 1 32.3% 68.5% 31.5% Front i Side1 Side 1 Rear _4_______ _------------_-----------------_ __Y } ___. Primary structure 61.5' i 16.5' north 21,0' (south) I 25.0' Accessory structure i 31.5 NA NA i NA d. Plans and location for recreation facilities,if any,including buildings and structures for such use. e. All mechanical equipment and dumpster locations,screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site,addressing glare,traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation,berms, retaining walls,privacy walls,and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review,the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation,drainage pattern,natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 g. Traffic safety standards,including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394,as applicable(See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided Number of trees(including percent native) 78 79 (84% native) Number of shrubsincludin ( g percent native) ; 50% required 73.5%(1,483 of 2,016) Amount of groundcover(including percent native) i 50 O/0 included in shrubs column Total percent of native vegetation 50% 71.5% ^� ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units,square footage and types,together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers,etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment. 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. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust,surety arrangements,or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures,including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): a. Traffic(roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire-Rescue Department(Fire Marshal) d. Loxahatchee River Environmental Control District(ENCON) e. Palm Beach County Department of Environmental Resources Management(DERM) f. South Florida Water Management District(SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County(MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power&Light m. Telephone service provider,as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal,county,state and/or federal agencies as may be applicable. 8 February 25,2019 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: The Reserve at Tequesta To Whom It May Concern: This letter is to serve as permission for Gentile Glas Holloway O'Mahoney&Associates, Inc. to act as the agent to prepare and submit all documentation and attend all meetings pertaining to the property as above described, as it relates to all governmental applications to be filed within the Village of Tequesta. Sincerely, Signature Print ame&Tit e 4 —�f 17// TATE OF/ c!Tto rt COUNTY OF RA-- rt( I hereby certify on the 54:1-I day of 4arerlA 2019, -C7Aepl-yen ,dteY) personally appeared before me and produced identification, or is personally known, to me, to be the person described herein and who executed the foregoing instrument. Witness my hind ant offic'al seal in the state and county,the day and year aforesaid. es , ASO Foes,, LAURA FAJARDO 4 1 �.F': Notary Public-State of Florida " + Commission.#GG 123032 ( II` 10L1 ',. .•_ Commission Expires: ,_Sk/ =,;- „,a My Comm.Expires Jul 11,2021 r , �'' "°�`” Bonded through National Notary Assn.. sp � � Landscape Architects m Planners Environmental Consultants Ic.nuan;; GENTILE C LAS HOLLOWAY O'MAHON EY&Awl( Im George G.Gentile!ASIA M.Troy Holloway ASIA Emily M.O'Mahoney(ASIA Dodi Budcmaster Glas AI(P October 14, 2019 Nilsa Zacarias Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 RE: The Reserve; SPR 1-19 Dear Ms. Zacarias: Pursuant to comments received from staff on September 24, 2019 based on a submittal of August 29, 2019 please accept this letter as a written response. Also, included with this letter are the revised plans, which address the comments where applicable. For your convenience we have prepared our responses in bold italics. SITE PLAN REVIEW ZONING REVIEW General Comments 1. The subject development will be a fee simple. Homeowner Association documents, in a form acceptable to the Village Attorney, will be provided prior to the issuance of any building permits. — Ongoing • If the subject development will remain fee simple, the development must comply with Article VII — Planned Residential Development(PRD)requirements. Response: The proposed development will be under condominium ownership. 2. Revise aesthetics of proposed site and buildings.The Reserve proposes minimum development standards in terms of landscaping, architectural buildings, and overall site design. The proposed development falls short of providing a sense of place to its future residents. Staff recommends to improve the following features: -Resolved • Entry into the community lacks of sense of arrival provided by landscape and/or architectural features (water fountain, trellis, etc.). Applicant provided additional landscaping. • Location of Unit Buildings on the site are repetitive and monotonous lacking of design and aesthetics. Applicant provided additional treatment to building facades toward the development. Applicant did not improve building facades toward Publix Plaza and Casa del Sol residences. • Open pervious areas are minimum lacking of quality green areas for the future residents. The proposed development appears a sea of concrete and asphalt. Applicant provided color site plan indicating green areas. Applicant provided two (2) benches and trellises as community amenity. Provide two (2) additional benches and trellises with following details: type, material and color. Indicate location of trash cans and dog stations on site plan: provide type, material and color. • Architectural elevations and rooflines emphasize the massiveness of the buildings. Applicant provided additional aesthetics (color and railing). Applicant did not improve roofline toward Publix Plaza and Casa del Sol. The South and North architectural elevations are highly visible from the shopping center and Casa Del Sol development. Both elevations need to improve its aesthetics and landscaping. Applicant provided additional landscaping. Applicant did not improve roofline toward Publix and 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com a r The Reserve Response Letter October 14, 2019 Page 2 of 12 Casa del Sol. 3. Clarify if the project will be developed in phases. —One Phases Resolved 4. Revise the"no. of bedroom" calculation from the below table on SP-2-Resolved 5. Revise propose perimeter fence to comply with Code section 78-284. - Resolved R-2 Zoning District REQUIRED BY CODE PROPOSED COMMENTS Minimum Lot Size 10,000 sq ft.for first 2 multifamily dwelling 6.03 acres 262,654 sq. In compliance units plus 3,356 sq ft.for each additional ft. dwelling unit not to exceed a maximum density of 12 dwelling units per gross acre. Per code minimum lot size:56,984 sq.ft. Minimum Lot 80 ft. 347.47' In compliance Width Density Medium Density 5.4—12.0 dwelling units 12 units In compliance per acre. Max: 18 du per acre Minimum Living 1,100 sq.ft.for first 2 bedrooms plus 225 69 three(3)bedroom In compliance Area sq.ft.for each additional bedroom. Min. dwelling units. 1,325 sq.ft.for a 3-bedroom dwelling. Front Yard Main Structure: Main Structure: In compliance 25' 51.5' Accessory Structure: Accessory Structure: 25' 34.5' 40.3' Rear Yard 20'for main building Main Structure:25' In compliance 10'for accessory building or structure Side Yard-North 7%'main and accessory structure Accessory:7%' In compliance Main:16.5' Side Yard-South 7 Y2'main and accessory structure 21' In compliance Max 37% 31.4% In compliance Lot Coverage 97,182 sq.ft. 82,945 sq.ft. Building Height 2 Stories/30' main building or structure 1 Buildings:26'9" In compliance Story/15'for any accessory building or Fitness structure Center/Restroom: 15' Parking Sec. 78-705(8): 138 spaces Number of parking c.Multiple-family:Two spaces per dwelling 69 driveway spaces spaces in compliance unit.138 parking spaces Min. Parking stall 19 guest spaces with Code. width 10' All proposed parking spaces are 10'x 18' P:ITequesta - The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.d ocx The Reserve Response Letter October 14, 2019 Page 3 of 12 Landscape Open Min 30% 32.2% 84,492 sq.ft. In compliance Space 78,796 sq.ft Fitness Center& Height:1 story/15 ft. 15' In compliance Restroom Swimming Pool Rear Setback:7' Side Setback:4%' Front Setback:42.3" In compliance Provide child resistant barrier.Lights to be Barrier provided. located to reflect away from adjoining Pool Fence provided premises around pool perimeter. Sidewalks Per Sec.78-331(h)(7):Pedestrian walkways US Highway 1 Resolved. must be a minimum of 5 ft wide,parallel to sidewalks:7-8'wide roadways and a min of 4'from edge of Interior Sidewalk:4' roadway. sidewalks Walls/Fences Not to extend forward of the front of Perimeter wall height In compliance. building¬ exceed 6'in height. 6' Main Access One way:Min.15' Two way:Min 25' One way:15' In compliance Driveway Two way: Min 20.5'to 25' Screening/location To be screened from public view,public Screened by shrubs In compliance of AC, mechanical, streets and abutting properties.Screening and setback complies pool equipment opaque in nature or composed of vegetation with setbacks and not to exceed 5'in height • Site Plan indicates all equipment will be screened, but docs not show where the screening will be 11. Provide consistency between application form (page 5) and site plan data on SP-1. Review to ensure accuracy. Response: The application form has been updated, as requested. 13. Revise opon space and impervious calculations on shoot SP 1. Impervious and open spaco calculations equal 100.7%, which exceeds 100%. Resolved. P:1Toquosta- The Reserve 18-08201Applications\Situ Plan 20191Agericy CorrospondencelThe Reserve Response Letter 10.4.19.docx i The Reserve Response Letter October 14, 2019 Page 4of12 14. Provide bollards in front of the proposed tot lot. -Statement provided. Response: This was a "recommendation"initially from Cpl. J. Franklin, who has since signed off on the site plan, as we did provide fencing around the tot-lot per his recommendation. We do not feel there is a safety concern or need for bollards around the tot-lot, as the speed limit within the community will be 20 mph max., and the tot-lot is sufficiently and safely buffered with a 6"raised curb, 4'walk and 4'alum. fencing. 15. Include the building height to the proposed building height section of the Site Data. • Currently, the building height indicates two (2) stories; include the height in feet as well. Resolved. • Lot coverage calculation of tho roc. bldg. is 1,138 ef, while tho impervious ie 725 sf. Reselvedt. 17. Label guest parking spaces on site plan (SP-1). Response: Guest spaces have been labeled on the plan, as requested. Architectural Drawings Comments 1. Revise table(indicates building, color, and railing)on sheet A3.02 to be consistent with balcony railing details. Response: Drawing A3.02 has been revised to clarify building/railing color scheme. 2. Provide garage dimensions on sheet A2-01. Response: Garage dimensions have been provided. 3. Clarify the highlighted features (circle between door to garage and entrance of the home)on sheet A2- 01. Response: The closet in the garage is a mechanical closet for the water heater and air handler. 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-use development (PMUD), all miscellaneous development and redevelopment, all subdivisions, and all uses or construction lying partially or entirely in special flood hazard areas shall comply with the following: (a) Site plan review is required. SPR APPLICATION UNDER REVIEW (b) Conceptual review of the overall development, if phased, is required. (c) The development shall conform to all minimum requirements of this chapter and any other applicable laws and regulations. SPR APPLICATION UNDER REVIEW (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 P:ITequesta - The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Q r The Reserve Response Letter October 14, 2019 Page 5 of 12 village council. SPR APPLICATION IS CURRENTLY UNDER REVIEW. NO BUILDING PERMITS WILL BE ISSUED UNTIL VILLAGE COUNCIL APPROVAL IS OBTAINED. (f) No building permits or development orders shall be issued unless public facilities 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& HAS ALL MUNICIPAL SERVCIES AVAILABLE (2) Phasing of all required public facilities/infrastructure/services: Statement Provided a. By local government(capital improvements element). b. By the developer(development agreements). (3) Phasing of the development. PROVIDE STATEMENT Response: The project will not be phased;it will be constructed at one time. (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. Statement Provided (2) Tequesta Fire-Rescue Department(Fire Marshal). Statement Provided (3) Loxahatchee River Environmental Control District(ENCON). PROVIDED (4) Department of Environmental Resources Management(DERM).Applicant: Statement Provided (5) South Florida Water Management District(SFWMD). Statement Provided (6) Florida Department of Transportation(FDOT). PROVIDE LETTER Response:A letter or permit will be provided when the design for this project has been completed, the permit application has been approved, and a permit is obtained. The Owner would like to have assurance with the Site Plan layout prior to proceeding with complete Construction Plans. (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County(MPO). . N/A - (9) Palm Beach County Traffic Engineering Division. PROVIDED (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/or federal agencies as may be applicable. Evidence of final acceptance of the development or redevelopment project by agencies listed in this subsection must be submitted to the village prior to review by the village council pursuant to section P:ITequesta-The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencolThe Reserve Response Letter 10.4.19.docx The Reserve Response Letter October 14, 2019 Page 6 of 12 78-334(d). The applicant also provided an availability letter from TECO People Gas about gas service. (h) All new development and/or redevelopment must provide the necessary infrastructure to meet the following level of service standards. Each application submitted pursuant to this section shall be required to provide a certification from a licensed engineer in the state that the proposed development and/or redevelopment meets or exceeds the level of service standards for the listed infrastructure as follows: (1) Traffic(roads and rights-of-way). TRANSPORTATION CONSULTANT TRAFFIC STATEMENT Roadway Type (LOS)Standard (LOS)Peak Collector* C D,*Except Country Club Drive and Seabrook Road which are C Urban minor arterials C D Principal arterials C D (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 of estimating the availability of capacity and demand generated by a proposed development project. PROVIDE STATEMENT— Response: Please refer to the attached Sanitary Statement included in this resubmittal. (3) Drainage.A public drainage facilities level of service standard of a 25-year frequency,24-hour duration storm event is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement, each proposed project and/or site must maintain 95 percent of all stormwater runoff on-site. PROVIDE STATEMENT— Response:Drainage Statement has been included with this resubmittal. (4) Potable water.The following potable water level of service standards are hereby adopted and shall be used as the basis for estimating the availability of facility capacity and demand generated by a proposed development project: PROVIDE STATEMENT— Response:Please see Water Statement, which is included in this submittal. a. Average day water consumption rate: Residential 175 gallons/capita/day b. Maximum day water consumption (including irrigation): Residential 180 gallons/capita/day P:ITequesta-The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx The Reserve Response Letter October 14, 2019 Page 7 of 12 Nonresidential* 3,030 gallons/acre/day (5) Recreation level of service standards table. PROVIDE STATEMENT Response: As stated in the project's justification statement, the proposed project provides for 13, 744 square feet of recreation space for the site. Area/activity(unit/population) Classification standard Neighborhood parks 2 acres/1,000 Community parks 2 acres/1,000 Beaches 1 mile/31,250 Golf courses 9 holes/30,000 Tennis 1 court/2,500 Basketball 1 court/2,500 Baseball/softball 1 field/7,200 Football/soccer 1 field/4,800 Playground areas 1 acre/3,600 Beach access easements 1 per 1/2 mile of developed or redeveloped beach frontage (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. Statement Provided (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. Statement Provided (i) Reserved (j) The development shall project for the reservation and preservation of existing and future rights-of- way as P:ITequesta- The Reserve 18-0&201Applications\Site Plan 2019IAgency CorrespondencelThe Reserve Response Lotter 10,4,19.docx The Reserve Response Letter October 14, 2019 Page 8 of 12 may be determined by the village and in conformance with the county and village right-of- way protection plan. Statement 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. PROVIDE STATEMENT Response: The engineering for the site has been designed with exfiltration trenches that will provide percolation for the recharge of the groundwater and reduce the amount of stormwater runoff. (I) All new developments shall be required to limit post-development surface water runoff rates and volumes to predevelopment conditions. PROVIDE STATEMENT Response: The project will limit post-development surface water runoff rates and volumes to predevelopment conditions-see Drainage Report (m) All proposed new development and major redevelopment within the coastal building zone of the village must provide for the 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 development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements of chapter 50, article II, pertaining to environmentally sensitive lands. —PROVIDE STATEMENT Response: The Applicant provided a Phase 1 Environmental Assessment with the previous submittal, and the Village's environmental consultant has issued correspondence stating that there are no conditions that would warrant the prohibition of a multifamily use on the property. (o) New development and redevelopment shall not be permitted within the coastal high-hazard area of the village as defined in section 78-832 except in accordance with the mandates of chapter 78 article XII.— PROVIDE STATEMENT Response: According to Palm Beach County GeoNav, this development is not within a Coastal High Hazard Area (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.— PROVIDE STATEMENT Response: As the site plan is further developed, the applicant will continue to engage the neighboring residents to keep them apprised of the project details. (q) Determination of needed public facility improvements shall be made during the site plan and/or subdivision review process and prior to the issuance of a development order and building permit. — PROVIDE STATEMENT Response: The Applicant acknowledges the above comment. (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 (Ord. No. 42-13, § 1, 2-13-2014) P:ITequesta- The Reserve 18-08201Apptications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx The Reserve Response Letter October 14, 2019 Page 9 of 12 BUILDING DEPARTMENT REVIEW Please see attached email from Mr. Jose Rodriguez, Village of Tequesta Building Official, referencing no comments. TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr.William Grieve, P.E.from McMahon Associates, Inc., referencing no comments. SEWER, DRAINAGE AND WATER REVIEW Please see attached review letter from Mr. Tom Jensen, P.E. from Kimley Horn Associates, referencing no comments. LAW ENFORCEMENT REVIEW Please see attached review email from Chief McGrew from the Village of Tequesta Police Department, referencing no comments. FIRE SAFETY REVIEW Please see attached review letter from Chief James Trube, from the Village of Tequesta Fire Department, referencing no comments. LANDSCAPE REVIEW Please see attached review letter from Mr. Stephen Parker, RLA, and Landscape Architect Consultant. ENVIRONMENTAL REVIEW Please see attached review letter from Mr. Jan Beernink,from Nutting Environmental of Florida, referencing no comments. Building Department Review Comments The Building Official has reviewed the above referenced project for ADA compliance regarding parking spaces, and for floodplain purposes. The parking spaces meet ADA compliance, and the property is not within the special flood hazard area. Please let me know if you have any questions. Traffic Engineering Review Comments William Grieve, P.E.from McMahon Associates, Inc. Traffic Statement 1. In the"Lane Geometrics" section, please revise as the following: "North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard, a three-lane undivided arterial [two (2) southbound and one (1) northbound lanes]from Village boulevard to Tequesta Drive, and a four-lane..." Resolved 2. The site plan attached in Appendix A does not match with the site plan dated April 18, 2019 which was included in the package received as part of the review. Please revise analysis based on the latest site plan. Resolved New Traffic Analysis Review Comment 1. Page 9 Driveway Analysis, Indicates the north driveway is"right-in/right-out". Please revise driveway is right- in only. Resolved Site Plan Review(Traffic and Parking) 1. Per City Code Section 66-336, sidewalks, pathways and crosswalks shall be five feet in width or greater. Applicant's discussion with planning staff was verified, regarding the 4' walk being acceptable. No further comment. Resolved. P:ITequesta - The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4,19.docx The Reserve Response Letter October 14, 2019 Page 10 of 12 2. Indicate on the site plan the location of"Do Not Enter" signs eastbound at the one-way ingress and at the one-way egress onto U.S. Highway One. Control signs and markings shall be in conformance with all current state, county, district and village requirements. Resolved. 3. Is there sufficient turn around area provided for vehicles traveling north or south on Royal Palm Circle without using the last driveways on the street? Per Village Code Sec. 66-190 dead-end streets are prohibited except where appropriate as stubs to permit future street extensions into adjoining unsubdivided tracts or when designed as culs-de-sac. If a dead-end street is of a temporary nature a similar turnaround may be required and provision made for future extension of the street into adjoining property, as may be required by the village. —COMMENT WITHDRAWN Resolved. 4. What modifications are proposed to the existing bike lane/buffer on U.S. Highway One at the ingress and egress to the property? Resolved. 5. A Florida Department of Transportation(FDOT)permit is required and must be secured prior to the issuance of a building permit. —FDOT Driveway Connection Permit received. Resolved. Sewer, Drainage, and Water Review Comments— Tom Jensen, P.E. from Kimley Horn Associates Drainage 1. Provide a demolition plan to show removal of existing drainage on-site. The addition of Sheet C-13, Demolition Plan, addresses this concern. 2. The on-site drainage will be private, and not owned or maintained by the Village. The Developer concurred with this response. 3. The site grade elevations from west to east vary by more than 9ft. How are we maintaining drainage on-site, and not impacting drainage within US1. The Developer's Engineers response as to the number of catch basins proposed from west to east and the FDOT's recent permit issuance addresses our concerns as stated above. 4. The provided exfiltration is in direct conflict with water and sewer services, provide detail on how these conflicts will be addressed. The notes added to the drawings address our concerns. Water 1.Check exfiltration conflicts noted above. The notes added to the drawings address our concerns. 2. Provide a demolition plan to show removal of existing water system on-site. The addition of Sheet C-13, Demolition Plan, addresses this concern. 3. Per the layout shown, we assume that the water system, up to the water meters will be owned and maintained by the Village. The easements shown do not reflect that, please confirm and revise accordingly. The revised easement layout addresses our concerns. 4. Make use of a less obtrusive tree in the landscape area where the meters are located (visit Tequesta Oaks to see the issues we are now dealing with at meter locations due to the trees). At a minimum, P:1Tequesta -The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx The Reserve Response Letter October 14, 2019 Page 11 of 12 provide a root barrier and copper water services. We concur with the use of a root barrier around the trees where water services are being installed. We recommend (but does not impact our approval) that the Developer still make use of copper piping from the meter to the house to avoid any future service breaks down the road, even with the use of the root barrier. Response: The applicant will use PVC Piping from the meter to the proposed units. 5.Will require a hold harmless arrangement for areas where the water system is installed under pavers, so the Village is not obligated to replace them if a main repair is required. The Engineer concurred with this statement, but we will require a formal acknowledgement from the Developer to ensure the Village is not responsible for the pavers. Response:Acknowledged. 6.Suggest that the existing water connection within US1 be the water source for this project, adjust plans accordingly. The Engineer addressed this concern in the revised plans. 7.The current water service tie in at US1, note that we do not allow size on size taps (see note above). The Engineer addressed this concern in the revised plans. 8.Valves at all intersections are required, and sample points will also need to be shown. The valves added now address our concerns, but sample points will be required at points of connection. The sample points will not impact our approval of this DRC resubmission, as the Health Dept. will require them. Response: This will be handled at time of building permit. 9.The fire hydrant at Sta. 0+89, reconfigure the layout to allow for the Clubhouse water service to not come off the hydrant lead. Look at placing the Clubhouse water meter/backflow assembly adjacent to this hydrant. The plan revision addresses our concern. 10. Minimum water main size is 6-inches. The plan revision addresses our concern. 11. The Casa Del Sol tie in at the northwest corner needs to be revised to reflect the correct tie in location, existing valves are 40ft west. The plan revision addresses our concern. 12. To assist with fire flow, plan on another connection to an existing main in the southwest corner, where the Village has an existing main in an easement within County Line Plaza. The plan revision addresses our concern. Law Enforcement Review Comments Corporal Jonathan Franklin, from the Village of Tequesta Police Department After reviewing the plans and the recommendations made by Cpl. Franklin, it appears the new plans addressed Cpl. Franklin's concerns. Fire Safety Review Comments Chief James Trube,from the Village of Tequesta Fire Department The fire department completed the review of the applicant's response to our comments and find the response is satisfactory. All Fire Department concerns have appropriately addressed in the latest proposal. P:ITequesta - The Reserve 18-08201Applications\Site Plan 2019\Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx The Reserve Response Letter October 14, 2019 Page 12 of 12 Landscape Review Comments Stephen Parker, RLA, Landscape Architect Consultant 1. The applicant has responded that the requested irrigation plan shall be provided prior to receiving any construction permits. This is acceptable. Resolved. 2. Provide a tree preservation barrier detail noting measures that will be implemented to preserve existing trees. Response: Please refer to sheet LP-2 for Tree Protection Detail. 4. Provide mitigation for removal of .4 acre of upland scrub, pine and hardwoods. Based on the tree survey, a number of existing Sabal Palms, Oaks and Pines exist in this area. Provide a new area or areas of native plantings to replace this plant material. Recommend converting as close as possible to .4 acre of(17,424 s.f.)of open lawn areas to native planting zones. The Village of Tequesta Code encourages the principles of Florida Friendly landscaping per Sec. 78-391 & 392 which, among other items promotes water conversation and vegetation protection objectives by providing for the re-establishment of native plant communities. The conversion of open lawn areas which often require extensive watering, to natural areas with minimal watering requirements will help achieve these principles. Response: As discussed, although not required by the above cited code section, the Applicant has provided scrub vegetation plantings in the southeast corner of the site. Please refer to sheet LP-2. Environmental Review Comments Jan Beernink, from Nutting Environmental of Florida, Inc. It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney&Associates, Inc., appropriately addresses NEF's comments in NEF's correspondence dated May 16, 2019. The provided information did not identify evidence of the presence of contamination at the subject site.As such, based on the provided information, it is NEF's opinion that no conditions have been identified that would warrant the Village of Tequesta to prohibit the use of the property as a multi-family residential property, due to the presence of contamination. Should you have any questions regarding the resubmittal please do not hesitate to contact me at 561-575-9557 or email me at trov(@2dho.com . Respectfully, Gentile Glas Holloway O'Mahoney&Associates, Inc. Not As M. Troy Holloway, PLA, ASLA, LEED®AP, BD&C Partner P:ITequesta - The Reserve 18-08201Applications\Site Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx ‘t, Landscape Architects Planners Environmental Consultants GENTILE GLAS HOLLOWAY O'MAHONEY&associates,Inc. ` 'Re;.Centa,TA`l\ Fmily M.o'Mahnnry ACE n Undi Imrknu<tn(:lac Rua' THE RESERVE AT TEQUESTA TEQUESTA, FLORIDA REPLAT/SITE PLAN REVIEW JUSTIFICATION STATEMENT APRIL 24, 2019 REVISED: OCTOBER 14, 2019 Introduction/Request: On behalf of the Owner,Royal Tequesta,LLC,Gentile Glas Holloway O'Mahoney&Associates,Inc. respectfully requests review and approval concerning the properties located at 746 US Highway 1, and 734 N. US Highway 1, in the Village of Tequesta. The subject proposal will bring a dynamic design into the Village of Tequesta, which will be a treasured asset. The Owner's overall development program consists of the following: 1. Replat to combine two lots; 2. Small scale comprehensive plan map amendment from Commercial to Medium Density Residential (approved 9-12-2019); 3. Zoning Map Amendment from C2; Community Commercial. to R-2; Multiple Family Dwelling (approved 9-12-2019); 4. Site plan for an infill development consisting of sixty-nine(69)multi-family, fee simple units, and amenities area located on± 6.03 acres. Note, this Narrative ONLY addresses Site Plan Review/Replat portion of the application. The Land Use and Rezoning request justification have been submitted under separate cover. Project Address: As the proposed site is comprised of two parcels with separate addresses, the applicant intends to use the 746 US Highway 1 address for the purposes of site development Conceptual Presentation: In December 13, 2018, Gentile Glas Holloway O'Mahoney & Associates, Inc. presented the applicant's proposal for The Reserve to the Village Council. The feedback received was generally positive. As such, the applicant has refined the site plan and other pertinent documents to take the Village Council's comments into consideration. Most notably,the applicant has decreased the number of units down to 69,which is below the allowable density allowable the proposed land use designation. Compatibility with Surrounding Properties: The subject properties are situated in a commercial corridor on US Highway 1, approximately 535' south of County Line Road. Below is a chart showing the surrounding Land Use and Zoning. As previously mentioned, the companion land use map amendment to residential medium density, and rezoning requests will increase the compatibility, in the area as the developments to the north and east have residential uses. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com The Reserve at Tequesta Tequesta,Florida Replat/Site Plan Review April 8,2019 Revised October 14,2019 2IPage Subject Properties Commercial C-2; Community Commercial Vacant (Residential Medium (R-2;Multiple Family Dist. Density proposed) Proposed) North Residential Medium Density R-2; Multiple Family District Casa Del Sol South Commercial C-2; Community Commercial Countyline Plaza East HR-12 RH Broadview Condominium unincorporated PBC unincorporated PBC West Public Buildings and C-2; Community Commercial Tequesta Water Plant Grounds District Project Justification/Overview: Over the last few years, the owner has diligently researched the housing market in the Village of Tequesta,and has determined that the current market trends are excellent to offer a well-designed infill development project that provides a modest impact to growth and services in the area. The proposed infill development will not have significant traffic impacts on the surrounding roadway network, and will bring substantial economic benefits to Tequesta. Further, the project will have no impact to the existing surrounding land uses. As the Village of Tequesta continues to distinguish itself as a premier destination in northern Palm Beach County for locals and visitors alike, the applicant is excited to bring this project for consideration by the Village Council. It is the design team's position that the proposed development will act in synergy with the adjacent commercial uses on US Highway 1. REPLAT: The owner intends to use the two subject parcels, all owned by the Applicant, to yield the proposed development program. Further,to create a seamless project,the applicant will request plat approval. The Village of Tequesta has been provided a draft replat document, and once approved for consistency with F.S. Ch. 177, it will be recorded into the Official Records of Palm Beach County. SITE PLAN REVIEW: Section 78-331 states that all permitted uses, development and redevelopment activities are required to go through the Site Plan Review process.The submitted application package contains all necessary documents as stipulated in the development application and zoning code. The project scope is consistent with Section 78-180(a) of the Village's zoning code as it provides for commercial uses that are intended to be business services, and professional services that will be primarily serve the existing residential neighborhoods of the village. Orientation to and compatibility with neighborhoods to be served will be essential,and the proposed residential uses will accomplish a more complete residential living environment which will establish a neighborhood identity and P:\Tequesta-The Reserve 18-0820\Applications\Site Plan 2019\Application Materials\Justification 10.14.2019.Docx The Reserve at Tequesta Tequesta,Florida Replat/Site Plan Review April 8,2019 Revised October 14,2019 3Page community focus. Further, the proposed project will provide for proper traffic circulation, in addition to provide for the efficient movement of pedestrian and bicycle traffic. Site Plan Details: The proposed project consists of fifteen(15) separate buildings placed across the 6.03 acre site. The buildings will be 4, 5, and 6 unit buildings. Gated pedestrian access points are provided on the north and south sides of the development, and finally, an amenity area is provided, adjacent to US Highway 1. As depicted on the site plan, the buildings are placed in a design that fully takes advantage of the vacant infill parcel. Typically, infill development sites can be challenging due to the existing infrastructure already on site, however, the owner along with design team have taken immense considerations to ensure that the project functions without being detrimental to any of the surrounding properties. Traffic: Based on the submitted Traffic Analysis prepared by O'Rourke Engineering and Planning, the proposed development has been estimated to generate 505 new net trips per day,32 net AM peak hour trips and 39 net PM peak hour trips. Please note,a copy of the submitted traffic report will be provided to Palm Beach County Traffic Division for their review, and an approval letter will be sent to the Village upon receipt. Recreation Space: To remain consistent with Section 78-288 of the Village of Tequesta's zoning code, the applicant is providing a fitness center in the proposed amenity area of the development so that the residents may have an onsite recreation opportunity. As previously mentioned, this amenity area is inclusive of a pool and a tot lot. The site plan proposes 13,744 square feet of recreation space on the site. Parking: For this residential development, the applicant is required to provide 138 spaces at 2/unit. Through the combination of garage and surface parking, the applicant is providing 226 spaces inclusive of 1 ADA accessible space, and 20 guest parking spaces, thus meeting the requirements of the Village of Tequesta off-street parking code. Please note, all parking will be double striped and consist of brick pavers. Signage: With this site plan,the applicant is proposing an entry project sign,which will have a maximum height of 12'. The sign will be made of light blue horizontal siding to match the existing buildings, and will consist of a white picket fence backdrop with white trim. A detail of the project sign is provided on Sheet SP-2. Additionally, the applicant has provided a color rendering of the signage. Landscaping: The proposed landscaping aims to be consistent with the overall village concept established for the project. The submitted landscape plan intends to not only meet,but exceed certain code requirements set forth in the Village of Tequesta's zoning code. As shown on the submitted landscape plan, the P:\Tequesta-The Reserve 18-0820\Applications\Site Plan 2019\Application Materials\Justification 10.14.2019.Docx The Reserve at Tequesta Tequesta,Florida Replat/Site Plan Review April 8,2019 Revised October 14,2019 4IPage applicant is providing more trees and shrubs than what is required in the buffer. Additionally, the applicant exceeds the amount of perimeter trees required by code. The eastern property line is heavily vegetated to better screen the property from the adjacent residential area. Also, the applicant has provided for an area of scrub vegetation in the southeast corner of the site, adjacent to US. Highway 1. By doing this, the applicant will provide landscape that creates a sense of community, in addition to creating an aesthetically pleasing community for the future residents, and users. Architectural Design and Influence: The design of the proposed multifamily project features an emphasis on the British West Indies style, which will feature Bahama / West Indies style architecture including standing seam metal roofing, balconies, stucco and simulated clapboard siding with a pastel color palette. Permitting: All permit submittals and final construction plans will be completed after the site plan layout has been finalized. The applicable permits will be secured prior to the issuance of a building permit for the proposed development. Site Plan Considerations: The owner would like to stress that the proposed project is not a detriment to the community and aims to provide the Village of Tequesta with a valuable asset for years to come. The proposed development provides for the following: ➢ Consistency with the goals, objectives, and policies of the Village of Tequesta's Comprehensive Plan: Concurrent with this application, the applicant has filed a Land Use Map Amendment and Rezoning requests to the Medium Density land use designation, and R-2 zoning district,and has properly justified that these requests will not cause any adverse effects to the surrounding areas; ➢ Consistency with applicable countywide land development regulations. The applicant has submitted a traffic study to the PBC Traffic Division, and will provide an approval letter to Village staff when received. Additionally,through the review process the applicant will seek permits from the other jurisdictional agencies; ➢ Designed to comply with all of the applicable provisions set forth in the Village of Tequesta zoning code. Concurrent with this application, the applicant has filed a Rezoning map amendment to the R-2 zoning district,and has designed the site plan appropriately to ensure full compliance with the development regulations in the proposed zoning district; ➢ Will be compatible with the existing character of the area; ➢ Use of the existing facilities/infrastructure on site, holding to the true essence of infill development. Prior to this submittal, we have requested confirmation of availability of service letters from the applicable utility and service provider agencies in the area. The confirmation received to date have been included in this submittal package, and any P:\Tequesta-The Reserve 18-0820\Applications\Site Plan 2019\Application Materials\Justifcation 10.14.2019.Docx The Reserve at Tequesta Tequesta,Florida Replat/Site Plan Review April 8,2019 Revised October 14,2019 51Page outstanding letters received throughout the review process will be forwarded to the Village of Tequesta Community Development Department upon our receipt; ➢ Will not reduce light and air to the adjacent properties; ➢ Expected increase in property values in the adjacent areas, and stimulation of the Village of Tequesta's tax base; ➢ Will not create any noise or visual pollution to the adjacent areas; ➢ Will provide pedestrian amenities on site; ➢ The proposed redevelopment will provide the necessary infrastructure to meet the required level of standards pursuant to the criteria outlined in Sec. 78-331(h); Conclusion: To recap, the applicant, is proposing; 1) a Replat to combine the subject parcels; 2) small scale comprehensive plan map amendment from Commercial to Residential Medium Density; 3)Rezoning from C2 Community Commercial to R-2 Multiple Family Dwelling District and 4) Site Plan Review for a residential development including 69 multifamily units on 6.03 acres. Note, the Rezoning/land use portions of this proposal has been provided under separate cover. The owners have been extremely diligent in working with Village staff, and the design team to ensure that the final product is sensitive and respectful to the existing community, and character of the area. This narrative has demonstrated that the proposal is consistent with particular elements of the Village Comprehensive Plan, and will not be a detriment to any goals, objectives, and policies. Additionally, the submitted site plan shows compliance with the proposed R-2 zoning district With the approval of this dynamic project, Tequesta will further their mission in establishing itself as premier destination in northern Palm Beach County,and with that,Gentile Glas Holloway O'Mahoney &Associates, Inc.,respectfully request review and approval of the submitted application package.The project team at Gentile Glas Holloway O'Mahoney&Associates, Inc. consists of M. Troy Holloway, PLA, Ben Dolan, and Alec Dickerson. P:\Tequesta-The Reserve 18-0820\Applications\Site Plan 2019\Application Materials\Justifcation 10.14.2019.Docx 1 h . , 11111111111111111111111111111 CFN 20040415143 OR BK 17268 PG 1234 RECORDED 07/19/2004 08:53:03 Pala Beach County, Florida Pr/ga By` All? 8,500,000.00 Donald H. Allison, Esquire Doc Stave 59,500.00 Gillespie 6 Allison, P.A. p 5 Federal Highway Dorothy H Milken, Clerk of Court M to 306 Raton, Fl 33432 : n I ecI1DN■neer: 60-43-40-30-00-001-0170 4 0120 O a Hi TIN: C Gtatae 1/2 TIN: 2STarr: ...AicA eed This Indentnre, *Iris 13th day of July , 2004 A.D., Between The Vara Gr.\c td., a Florida limited partnership of the County of Palm�fiaoh 0 , State of Florida ,grantor, and Royal Tequesta, a Florida limited liability company whose address is: 105 Fou ad, o\o Louis J. Capano & Sons Wilming , 19803 of the County of New Cast' , sate of Delaware ,grantee. Witnesseth that the GRANTOR,for •- .on of the sum of DOLLARS ($10) DO[.UARS, and other good and valuable caul•- oily • 5• in hand paid by GRANTEE, the receipt whereof is hceby acknowledged, has granted,bargained and sold to the said GRA t% • GRANTEE'S heirs,sucoasors sad assigns forever,the following clew:•ed land,acuate, lying and being in the County of Palm Bea State of Florida to wit PARCEL 1: The North 200 feet of th outh 650 feet of Government Lot 1, West of State Road $4 (also known as,,,,..tate Road #5 or U.S. 81) , in Section 30, Township 40 South, Ran• East, Palm Beach County, Florida, said parcel of land frontin.. a West side of U.S. Highway $1. TOGETHER WITH: PARCEL 2: '111111/1,_0 A parcel of land lying in Gave ,r, t 1, Section 30, Township 40 South, Range 43 East, Palm Bacho• .2 Florida. Said parcel being more particuiarl ibed as follows: From the Southwest corner of said ,42I' •t Lot 1, Bear N. 0 degrees 16'10" E., along the Westerly line ofd Government Lot 1, a distance of 650.0 feet to the Point . . - ing of the herein described parcel of land: thence coati 040. 0 degrees 16'10" 1, along the Westerly line of said Gove ,r„ Lot 1, a distance of 147.47 feet; thence S. 89 degrees 24'30" E. a distance of 620.98 ! + feet; thence N. 0 degrees 30'10" H., a di - of 3.49 feet; thence S. 89 degrees 29'50" E., a distance of 81. EF set to a point in the on Attach 410 Continued and the grantor does hereby fully warrant the(title to said land,and will defend the lawful claims of all paeans whomsoever. In Witness Whereof,the grantor has herelmto set its hand and seal the day and written Signed,sealed and delivered In our presence: The Vara Gr- • - i • . , a Florida limited . . �: G_•'} • . 50tri•Wle>f1j‘ tinted Name: UR.HARRIS By: T. D. :';' ..., (Seal) PATRIC is V a Witness Genera Par er P.O.Address:4521 PGA Boulevard,Melte 368 Palm Beak Gardena,FL 33418 Pr ane: rbe eil At.4.tSea) ess STATE OF Florida COUNTY OF palm Beach The foregoing instrument was acknowledged before me this 13th day of .fitly ,2004 by T. Dominic Vara, General Partner on behalf of The Vara Group, Ltd., a Limited Florida Partnership he is personally imown to me or he has produced his Florida driver's license a • • r . .•4 Ndoshallc-lloMalNthtlB Prin • Name: PA'=''''r -� ' ( o Notary Publics r'''� OmmatketfONNHO MyCommissimExpires: 9510—A Lam by CD**sya.s.,Inc,=oro 963)7434555 Fen.FLWD•I Book17268/Page1234 Page 1 of 2 It A 4 Warranty Deed -Pap 2 Pared ID Number: 60-43-40-30-00-001-0170 6 0120 Westerly r ht of way line of State Road No.5 (U.S. Highway No.1) , said point"t ing 51.00 feet (measured at right angles), from the center , ''. said State Road No. 5; thence 8. 16 degrees 50'20" B., along s? • �' rly right of way line, a distance of 157.14 feet; thence N r -roes 24'50" W., 748.35 feet to the Point of Beginning of the heyrd cribed parcel of land. en--5\ Cs" C67-r-cf\,1 _ _„))o 0 Of? L, Os ,ra yOWyiq .�16W (S63)7633333 Pau PLWD.I Book17268/Page1235 Page 2 of 2 i111111111111111111111111 CFN 20040415143 OR BK 17268 PG 1234 RECORDED 07/19/2084 08:53t03 Pals Basalt County, Florida Prepared By: AMT 8,508,000.00 Donald ht. Allison, Esquire Doc Stamp 59,500.00 Gillespie i Allison, P.A. Dorothy H Milken, Clerk of Court lii5 South Federal Highway lte 306 moa Raton, Fl 33432 n IDNmber: 60-43-40-30-00-001-0170 i 0120 0 a NI TIN: C Grantee 102 TIN: Warr; 'A P died Thislndenture,' IQhis 13th dayof July , 2004AD., Between The Vara Gr.i td., a Florida limited partnership of the County of Palm ach O , sae of Florida ,grantor, and Royal Tequesta, a Florida limited liability company whose address is: 105 Fouad, o\o Louis J. Capano 4 Sons Wilting , 19803 of the County of New Castl , stale of Delaware ,grantee. Witnesseth that the GRANTOR,for •- ..'on of the stun of 1 DOLLARS ($10) DOLLARS, and ether good and valuable coast. &,. 't•.. •R in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted,bargained and sold to the said O' ter I...GRANTEE'S heirs,succeawrs and assigns forever,the following described land,situate, lying and bang in the County of Palm Bea Stale of Florida towit PARCEL 1: The North 200 feet of th O outh 650 feet of Government Lot 1, West of State Road #4 (also known as to Road #5 or U.S. #1) , in Section 30, Township 40 South, Rata- East, Palm Beach County, Florida, said parcel of land frontin•a, , . West side of U.S. Highway #1. TOGETHER WITH: PARCEL 2: \ h•0 ,. A parcel of land lying in Gove - t 1, Section 30, Township 40 South, Rang. 43 East, Palm Beach o•-. <<< Florida. Said parcel being more particularly2 • ibed as follows: From the Southwest corner of said c'.4'~ •t Lot 1, Bear N. 0 degrees 16'10" E., along the Westerly line o. 4d Government Lot 1, a distance of 650.0 feet to the Point ing of the herein described parcel of land: thence coati ,lr 0 degrees 16'10" E, along the Easterly line of said Gove „„ Lot 1, a distance of 147.47 feet; thence S. 89 degrees 24'30".B. a distance of 620.98 feet; thence N. 0 degrees 30'10" B. , a di R. + of 3.49 feet; thence S. 89 degrees 29'50" E., a distance of 81. eat to a point in the (Continued on Attach and the grantor does hereby folly warrent the title to said land,and will defend the ,: lawful claims of all persons whomsoever. In Witness Whereof,the grantor has hereunto ser its hand and seal the day and =wire. 3 ed,sealed and delivered in ourpresence: The Vara Gr~� iga p l� - . r a Florida limited . 1- G' - 1 :503te>100•Ai ilr''.=-_, rint.d Nandi: pATRICIA R HARRIS By T. D-.. .io V a (Seal) Witness Goner a Par er P.O.Address:4521 PGA Boulevard,shite 311 Pala Beach Gardens,FL 334111 Pr am.: 'DON At.Lt4.sa. .ser STATE OF Florida COUNTY OF Palm Beach The foregoing instrument was acknowledged before an thin 13th day of July ,2004 by T. Dominic Vara, General Partner on behalf of The Vara Group, Ltd., a Limited Florida Partnership he is personally known to me or he has produced his Florida driver'a license as • -cation. � • ; I �:, ,-;4.! '. - ' PA0CAPl IO I - in • Name: PA_-;"r/ - -'1-' i '' mvo. i Ot om I Notary Public I r,` ommilimICCWHW I My Commission Expires: 9510—kt•rw b,o ai,ars 33+1.51et.3003 (163)7634335 Fa.FWD.! Book17268/Page1234 Page 1 of 2 Warranty Deed .Pap 2 ParailDNaeber: 60-43-40-30-00-001-0170 & 0120 Westerly r ht of way line of Stats Road No.5 (U.S. Highway No.1) , said point ing 51.00 fest (measured at right angles) , from the center ��.� said Stats Road No. 5; thence S. 16 degrees 50'20" S., along s? . j rly right of way line, a distance of 157.14 feet; thence N t -rims 29'50" W., 748.35 feet to the Point of Beginning of the he dtacribed parcel of land. (1-2),SZ f o D 0 022_ Wraawwd bl0OiRb Adak Ira 1003 ($63)763-0363 Fos PLWPI Book17268/Page1235 Page 2 of 2 The Reserve at Tequesta Tequesta, Florida t.itotz. ) ..-- .- -; ,-,1,-.re:', — ,- • ,441114* ... , ,..-, .4... . tr,i= '...-• . Intracoastal Countyline Rd. - - ..........., ,....? . ...-.,, . .,...iset, ' ,4 . •, I _,...t, , t, --- Waterway -A , ...,,,,, '.,k- •‘.‘ -. ,... #:'-',00 ,L.A..--.' ii _-- [L_ t---_-) 17-3 17= =3 IMIle- l_____ 7— • , 6 *.'4"- •.7.1/7",. ........0 • _ . ._ .5.• r "-'1-. st ' lik--.4. •:' .''4 .,‘, , . . .. . . . Iji* ' 11• • ' ' - ,!. ,7-, -' . t -: '.1.thl;:ii,,,;'1 7— ': iiii,:,-.)-..- -•„ ; .-7,,,Y.. ._ _: .6.6Flisr.r,—,' ,- 3 ' ,0'1 .1' 1.. lit - •,, '''- ',' ''- '''.1ijp • ' NON:- ,.,.... Village Blvd. . • t r , ...%„,,,,-..„. • . \ - .44 : . ...••••••?-. - ' ifr. . ..- ! . n'. '_ . -',fi,. 14 ' • illik , t.- ' ' ''''' '- ' C> " *44,‘ 'eti',,,..04: 1 ' ,:.' ---.- ' . ' ,• WP... , t. , . -.. -' ' • I 4.)' - i' k..d ' , t A , , 0 •-, . , ,_, •. ‘ - - -,j, 0...- '1 • ... . 1- - . '"- ' , .. 'i.,.•-: --,..0.:-.:. • . isai7:1t 1 . - -- lil --' . ..., . ... , • ' • ....* '- . „ 1 _ - '' - -.........-- Aerial Location Map 11 .14.18 YROURKE L.. _4A ENGINEERING & PLANNING TRAFFIC ANALYSIS FOR The Reserve at Tequesta PCNs: 60-43-40-30-00-001-0120 and 60-43-40-30-00-001-0170 Prepared for: Mr.Jeff Iravani Jeff H. Iravani, Inc. 1934 Commerce Lane, Suite 5 Jupiter, FL 33458 Prepared by: O'Rourke Engineering& Planning 969 SE Federal Hwy. Suite 402 Stuart, Florida 34994 (772) 781-7918 March 11, 2019 Updated 5.31.19 Revised 6.25.19 (P.4 only) Revised 8.9.19 (P.9 only) PR18101.0 Prepared by: Susan E O'Rourke State of Florida,Professional Engineer,License No.42684 O'Rourke Engineering&Planning Certificate of Authorization:#26869 This Document has been electronically signed and sealed by Susan E O'Rourke,PE on 5/31/2019 using a SHA authentication code. 969 SE Federal Highway,Ste.402 Stuart,Florida 34994 Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. (772)781-7918 969 SE Federal Hwy. Suite 402 I Stuart. FL 34994 I 772-781-7918 SEORourke,o comcast.net YROURKE ENGINEERING & PLANNING March 11, 2019 Mr.Jeff Iravani Jeff H. Iravani, Inc. 1934 Commerce Lane,Suite 5 Jupiter, FL 33458 RE:The Reserve at Tequesta Dear Mr. Iravani: O'Rourke Engineering & Planning has completed the Traffic Analysis for the proposed development to be located west of US-1 and south of County Line Road, in Palm Beach County, Florida.The steps in the analysis and the ensuing results are presented herein. It has been a pleasure working with you. If you have any questions or comments, please contact our office. Respectfully submitted, 7gi7hgfliflg usan E. O'Rourke, P.E. Registered Civil Engineer—Traffic C6—The Reserve at Tequesta-Report 969 SE Federal Hwy, Suite 402 I Stuart, FL 34994 1772-781-7918 I SEORourke;acorncast.net TABLE OF CONTENTS INTRODUCTION 1 PROJECT DESCRIPTION 1 TRIP GENERATION/MAXIMUM RADIUS OF DEVELOPMENT INFLUENCE 1 DISTRIBUTION AND ASSIGNMENT 4 LANE GEOMETRICS 4 TEST ONE—PART ONE- INTERSECTIONS 6 TEST ONE—PART TWO—LINKS 6 DRIVEWAY ANALYSIS 9 TEST TWO- FIVE YEAR ANALYSIS 11 CONCLUSION 11 TABLES TABLE la: Daily Trip Generation 3 TABLE 1b:AM Trip Generation 3 TABLE 1c: PM Trip Generation 3 TABLE 2a:AM Project Significance 7 TABLE 2b: PM Project Significance 7 TABLE 3a: Test One-Directional Traffic AM 8 TABLE 3b: Test One-Directional Traffic PM 8 FIGURES FIGURE 1: Project Location 2 FIGURE 2: Project Percent Assignment 5 FIGURE 3: Driveway Volumes 10 APPENDICES APPENDIX A: Site Plan APPENDIX B: Palm Beach County Functional Classification and Boundaries Map APPENDIX C: Palm Beach County Intersection Data and Link Data APPENDIX D: Driveway Analysis INTRODUCTION O'Rourke Engineering & Planning was retained to provide a traffic analysis based on Article 12-Traffic Performance Standards for Palm Beach County.This application covers the building of 69 Town Homes.The following tasks were undertaken;description of the proposed project,distribution and assignment,Test One and Test Two Five Year Analysis. Each task is summarized herein. PROJECT DESCRIPTION The Reserve at Tequesta project is located on the west side of US-1 and south of County Line Road in Palm Beach County.The proposed development is for 69 Town Homes.The project location is shown in Figure 1. APPENDIX A includes the project site plan. TRIP GENERATION/MAXIMUM RADIUS OF DEVELOPMENT INFLUENCE The trip generation for the site was based on 2014 Palm Beach County Trip Generation Rates.TABLE 1 summarizes the estimated project trips. Based on the trip generation the proposed project would generate 459 daily trips,38 AM peak hour trips with 6 entering and 32 exiting the site and 44 PM peak hour trips with 29 trips entering and 15 exiting the site.With more than 20 but less than 50 PM Peak Hour trips,the project has a maximum radius of development influence of 0.5 miles.As shown in Figure 1,the radius extends from County Line Road on the north;to Village Boulevard on the south; Beach Road to the east; and Seabrook Road to the west. 1 • CO C Oo. w e-1 m ami u /-' `1 O m Ot 7 J v ce°� OA 'j A S 3 US-I. /' m IL 474,'' \e, N O\dptx\QNN y o h Seabrook Rd ce Y N e C 0 C t. P N n C U y-j N C ~ E Country Club Dr 0g OVA o J Qm 6 1' 11 I I0 Loxahatchee River Rd / \ W° z Y= s i. D, arc Os LL A coLit L° C 0 N r&': ud W cn FrOl tO cn H O m C t a d x E z' i o 2 Table 1-Trip Generation Table la:Daily Land Use ITE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out Total Condo/TH 220 69 DU T=7.32(X) 50% 50% 252 253 505 Source:Palm Beach County Trip Generation Rates Table Ib:AM Peak Hour Land Use 1TE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out Total Condo/TH 220 69 DU T=.46(X) 23% 77% 7 25 32 Source:Palm Beach County Trip Generation Rates Table lc:PM Peak Hour Land Use 1TE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out Total Condo/TH 220 69 DU T=.56(x) 63% 37% 24 15 39 Source:Palm Beach County Trip Generation Rates 3 Susan E.O'Rourke,P.E.,Inc. Distribution and Assignment The project is assumed to have a distribution reflecting the ultimate origins and destinations of the trips. The assignment was based on the overall distribution with the anticipated travel paths. Figure 2 shows the resultant project assignment. LANE GEOMETRICS • US-1 is a four-lane divided arterial with a general north/south alignment in the project location. • North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard,a three-lane undivided arterial [two(2)southbound and one (1) northbound lanes] from Village Boulevard to Tequesta Drive, and a four-lane divided arterial from Tequesta Drive to Old Dixie Highway. • Old Dixie Highway (SR-811) is a six-lane divided arterial with a general north/south alignment. • Tequesta Drive is a four-lane divided collector from US-1 to Old Dixie Highway and a two-lane undivided collector west of North Old Dixie Highway with a general east/west alignment. • Beach Road is a two-lane undivided collector with a general north/south alignment. Appendix B contains the Palm Beach County Functional Classification and Boundaries Map. 4 6.25.19 c a) a, E NCM I- G )v, a ���d U. c Ocea U L ae v Cl- f-- N 60% 25% eeach Pd 8C0' 0`' j5l 1 m N 10 w U5-1 > o/0, 4. N p\d ovAe y� _ Seabrook Rd C U U V p 5 a) 3 / Country Club Dr p)p 1 J 0 Loxahatchee River Rd WE o D li r Obi .tea OZ 3 m /y 2 LL ❑ d � O 72 3 N N O1 O K � `w `J ~ z � z 5 TEST ONE PART ONE-INTERSECTIONS Intersections must be analyzed for two cases. The first analysis must be completed for the intersections nearest the point at which the project's traffic enters each accessed link and the project traffic is significant. The project is significant on the accessed link of US- 1. Therefore, the intersections of US-1 at County Line Road and US-1 at Tequesta Drive were analyzed. These intersections were analyzed using CMA's. As shown, both intersections operate under the critical sum of 1400 in the AM and PM peak hours. Appendix C includes the intersection data and analyses. Second, analysis of intersections where the project traffic is ten percent or more of the total traffic on at least one of the approaches must be analyzed. As shown in Tables 2a and 2b introduced in the next section, no approaches have a 10% project impact; therefore, additional intersection analysis was not required. TEST ONE PART TWO- LINKS To satisfy Test One Part Two Links, total traffic on links where the project is significant must be less than allowable thresholds based on AM and PM peak hour directional values. Tables 2a and 2b show the project % impact in the AM and PM peak hours, respectively. The only link in which the project traffic is more than 1% of capacity is US-1. Existing traffic volumes were obtained from the Palm Beach County TPS database, these values were then grown to 2020 and committed background traffic was then added. Finally,the project traffic was added to obtain the total traffic at buildout. Tables 3a and 3b show the results of these calculations. As shown, total traffic volumes are less than roadway capacity.Therefore,Test One part 2 is satisfied. APPENDIX C also includes the input link data. 6 1 . , ii ill" fgiilillilalgiggellttgge.11'?;,'l'A HA nIgglilltteg46111141gAgg t�� 6xxodgxxdddo 6l ! x �dd dd �ddm t.� 1 5dO00.dodaddd6ddddoi dooddodddddddddoddddooX� x� I o7 Tl§§11§§§1mmmm11mmmmmsX mmmmm: mmmmmm g& 1 s III I I 6D '„ v...N.A.„...00....mmwm....o..0 2'a .. m�w'.1?. � 'o I >° c � 2s 88822Q.2 22212288888888'888 6s 8188g22228222818818888I8'el8 € 8 ee ozgzxk l363bS33b=g=5k zgIgI 2 o3g33o=g=k8k5==io= =k k lzo z IIl i lI I I 2MIVM` m;WRzRi.m`m`iWzc2M2SQSi° I$;W� °PzS`n; `W;S c 1 EIa i aia v E$�� I E$zx rr x ; 21{7Eaxx i1xaa 1 nl i D D D r alo E a 111M1,31611 D OIC'ala g 33 �Fx »gglaau.3aaS'a fg r° 15k2F JIH,gaaMSaolaii 1 1 ,1 . 1j2222ggilig S� E �ig +5 C E 5688g �g,xx==saFIg..ttaatt E via taa , o I =g 1 E o a i gg ag d u 0 0 I o 1 I ! 2 '1 E a I a a Il IT x =I z o Y II I x �; l 1 sill I g1 .1 m 0 m 1 n 13 7 1'° `o n U _ . .. . . . . . . . . _ . . . . . . . k ik 'EM 14' Yen ! /|/ £ 8 ! a -a a {�lS gkk�§ !k■$§ gi /i�� r!— §i, § Enw ` . § IV _ v. E £■ kiv" - /)k ! 0 P E |,|. . , !> 5 {> 5 ri !e ! ® ; )|� | !| a° ; l' V. k| Ek - E. $|| §2 }| § |k! |ƒ g . ;%k " 4}| � 2! |& E 4E ! f J A k el ei / ■ { , ■ I ,,,IN|! t3= - E k& f| f( !! | �( . / . I �Pg Pe ! f I 2k § ! §! 8 DRIVEWAY ANALYSIS The project driveways were analyzed for the AM and PM Peak Hours. There will be a right-in only driveway and a right-out only driveway located on US-1. Each driveway will have approximately 252 daily trips. With less than 500 daily trips the driveways are classified as minor driveways.As a minor driveway the minimum return radius of 20 feet and a minimum 25-foot throat length applies. A right turn lane must be provided when daily driveway volumes exceed 1,000 trips or 75 right turns inbound in the peak hour. With 252 daily trips and 24 peak hour inbound trips, a right turn lane is not warranted. Figure 3 illustrates the driveway volumes for the AM and PM Peak periods. Since the driveway is right-in, the traffic entering from the south will U-turn at County Line Road and traffic leaving to go north will U-turn at Village Boulevard. APPENDIX D includes the driveway analysis data and Palm Beach County design standards. 9 252 N P 7 24 v Driveway 1 c N N 253 25 15 1 I Driveway 2 (15)25 V • Trips IN OUT AM 7 25 PM 24 15 I A OROURKE Legend Figure 3 TTENGINF.FRINC f.PI.AN:JING XX(XX)=AM(PM) Driveway Volumes NTS 969 SE Federal Hwy,Suite 402 The Reserve at Tequesta Stuart,FI,34994 Job a:PR18101.0 I Date:12/20/18 10 FIVE YEAR TEST TWO Test Two requires analysis of links and major intersections as necessary within or beyond the radius of development influence where a project's traffic is significant on a link within the radius of development influence. Since the project is less than 3% of LOS D on all links, one can conclude that the project is less than 3% of LOS E on all links. Therefore, no Test Two analyses are required. CONCLUSION The proposed project would generate 32 new AM peak hour trips with 7 entering and 25 exiting the site and 39 new PM peak hour trips with 24 trips entering and 15 exiting the site. No offsite improvements are required by the project. The project meets the requirements set forth by Article 12- traffic performance standards of Palm Beach County. 11 APPENDIX A Site Plan . st tt ins gn yXy� S}'IY: I•� b• RRS C C b.Land V.t bYYtlni I b.IW Ib.lRli V..`TAC C Ij} 1l9YlDl.1.1,1 g #; 4aq 1 _f Y WI iii£ - ` I m _ •R�lA.m!!II!!� ••is • ! IISI. !a! 1 ,-- r_ c sa�� P t I mi • �S'- SSS _Vf� Q t ty 531 G 1 1 � li 1.1. ii• mi . l. ,".;i iu liniiniiiiii6 II �..� 11 fr S - r a r—i -$ i I -'..•. .111 <'imle=-r-�t- '_ I gi l .1 1,11 € € I r! .. :.; , •minion .,� - / . ill 3 1" it E 0 li MPH I { _z. I 1 it ..•:n:'i1I I 1�• 4 • I a:::. 1 >f t it a p...s yy' Ii Im I i�; 11--• i w in .� i { gII ia' dfg � r-" a t 1� 1 B p Y_ I �11 I 1 1 i : il iiil I rillt#';j i.." rims g . iLt ff I i Ili ' Ilal ! I It': I IR _ ri .-.'": 'I 1 1- .!. :OM aiiiiii-irM! i! ' ' I- I.L .-.A 1111A,4111110111,:ill"‘- 1 1 t =11 , iia R I' ; if 1 • of fastoilw; 4 - = , R {1 j ■■ ii -.■ illiga ,/, ;I ;Immo. • I��'I .i !Iu.!I � � t g i IP yi I,l� 'iv- i�a r'11 •11 q lir oia ; ; ;- i* � ? lm. $ i ' . ; i1i • 6]i . 1 um i i _ "� . ( ,` Seagrape ' I y o-+ 1.1-r 1 -� of • I l't , 1I !' a I '}} . aa n \ ' 7 x 1EY >:� ,D£ i ' ..--. `�I is I i r.:' In y,SG• I - $ R,e 1.6i illp1:401. 1..-..--gel: ! fitgp a s _ ir:i .. , f fx €iii; ::::1 i ..\ �. ��•�'• p I .�'� pi i lid s$ -----) III nO'._ l ip 1 •;p a j;:: :y4,‘\, 1, 81 ' I ; j a_ . _. H ,,, I 't t frt... rt... -•, .;,"....-26.yam • V Z 11) iIIse* Yb1 C . �l k G .yll.7 S `J j1� s 1 a 11 1, { 'Alit / - 1.......1.1.1... ay y*" N 1'I. / / - f1 ,, q MI [gip , ` U 110 ii I i E �4 Re4eUte [ , [N at Tequesta A-1 APPENDIX B Palm Beach County Functional Classification and Boundaries Map - ..& os eig§ CL l 01- aeT2 c ° . 11111! VI S:* 0: 9 o e 8 �6 � u.I_ s a f £ f A 8 `;; <O I il' I 6U 0 , ^ Mesta. — _ ■vim H -1°11 ' 11111117-- 1 .ii liamiiimr ir fl I. ar r IWIIIIIII Iiiiiinsiim 1 1 Ili ltillariiir- 1.1 i ---i-!--, it MIMI H I To_ jult_____do . �l ___ - +rte __ _ _ -;i�� . i '11.111.1 �. ri/\' MI : _ 1111 i i ,00 / I , ' I I iiI I , I , v I € •I 11 / a F-4 1 I W 11 --ii 7 I r 2 = III 3 3 s } i i I B-1 • APPENDIX C Palm Beach County Intersection Data and Link Data Palm Beach County Signalized Intersection Analysis INTERSECTION: US-1 and County Line Rd VOLUMES: From PBCO Count Data GEOMETRY: Existing Input Data AM PM Growth Rate= 1.00% 1.00% Peak Season= 1.03 Count Year= 2018 Buildout Year= 2020 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume(05/7/2018) 54 473 0 3 1250 230 138 0 104 0 0 0 Peak Season Adjustment 2 14 0 0 38 7 4 0 3 0 0 0 Diversion(%) Diversion(Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 1 10 0 0 26 5 3 0 2 0 0 0 1%Background Growth 1 10 0 0 26 5 3 0 2 0 0 0 Approved Projects Traffic 0 21 0 0 4 1 7 0 0 0 0 0 Background Used: Projects 1 31 0 H 30 z 0 Direction IN/OUT OUT IN IN %Assignment 80%/5% 15% 15% 5% Project Traffic 7 4 0 0 1 0 0 0 0 0 0 0 Total 64 1 522 1 0 3 1 1318 1 243 152 1 0 1 109 0 1 0 1 0 Approach Total 586 1,564 261 0 Critical Volume Anal sis No.of Lanes 1 2 1 1 2 1 > 1 1 > 1 < Per Lane Volume 64 261 0 3 659 243 > 152 109 > 0 < Right on Red 60 f: 60 6010 Overlaps Left 0 0 64 �' 0 Adj,Per Lane Volume 64 I 261 0 3 I 659 183 > I 152 0 > 1 -10 < Through/Right Volume 261 659 152 -10 Opposing Left Turns 3 64 0 0 Critical Volume for Approach 264 723 152 -10 Critical Volume for Direction 723 152 Intersection Critical Volume 1 875 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume(05/7/2018) 135 1184 5 0 578 165 253 0 115 4 0 0 Peak Season Adjustment 4 36 0 0 17 5 8 0 3 0 0 0 Diversion(%) Diversion(Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 3 25 0 0 12 3 5 0 2 0 0 0 1%Background Growth 3 25 0 0 12 3 5 0 2 0 0 0 Approved Projects Traffic 1 8 0 0 26 7 2 0 1 0 0 0 Background Used Projects 4 33 6 '.8 15 r 0 3 C IN/OUT OUT IN IN 80%/5% 15% 5% 5% Project Traffic 20 2 0 0 4 0 0 0 1 0 0 0 Total 163 1 1254 1 5 0 1 637 1 180 268 1 0 1 123 4 1 0 1 0 Approach Total 1,422 818 391 4 Critical Volume Anal sis No.of Lanes 1 2 1 1 2 1 > 1 1 > 1 < Per Lane Volume 163 627 5 0 319 180 > 268 123 > 4 < Right on Red 60 60 60 10 Overlaps Left 0 0 ..- 163 0 Adj.Per Lane Volume 163 1 627 0 0 I 319 120 > 'I 268 0 > I -6 < Through/Right Volume 627 319 268 -6 Opposing Left Turns 0 163 0 0 Critical Volume for Approach 627 481 268 -6 Critical Volume for Direction 627 268 Intersection Critical Volume 1 895 STATUS? UNDER Engineering and Public Works Department C-1 Traffic Division Palm Beach County Signalized Intersection Analysis INTERSECTION: US 1 and Tequesta Dr VOLUMES: From PBCO Count Data GEOMETRY: Existing Input Data AM PM Growth Rate= 1.00% 1.00% Peak Season= 1.03 Count Year= 2018 Buildout Year= 2020 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume(05/7/2018) 55 646 11 17 1582 87 55 10 142 29 9 1 Peak Season Adjustment 2 19 0 1 47 3 2 0 4 1 0 0 Diversion(%) Diversion(Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 1 13 0 0 33 2 1 0 3 1 0 0 1%Background Growth 1 13 0 0 33 2 1 0 3 1 0 0 Approved Projects Traffic 0 21 0 0 4 1 7 0 0 0 0 0 Background Used Projects 1 34 n 0 37 3 8 0 3 1 0 3 Direction IN OUT OUl IN %Assignment 60% 60% 20% 20% Project Traffic 0 4 0 0 15 5 1 0 0 0 0 0 Total 58 I 704 1 12 18 11681 1 97 66 1 11 1 149 30 1 9 I 1 Approach Total 773 1,796 225 41 Critical Volume Analysis No.of Lanes 1 3 < 1 3 < 1 1 1 1 1 < Per Lane Volume 58 238 < 18 593 < 66 11 149 30 11 < Right on Red _,..r:" . 10 r fs`E?0 .c 0 a`k' 0 r't tsar ` 10 Overlaps Left ,t '�'., . 0 y'$'u ;,:q '. 58 "1!:7"':.t i fir}. 0 Adj.Per Lane Volume 58 228 < 18 593 < 66 11 91 30 1 < Through/Right Volume 228 593 91 1 Opposing Left Turns 18 58 30 66 Critical Volume for Approach 246 651 122 66 Critical Volume for Direction 651 122 Intersection Critical Volume 1 773 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume(05/7/2018) 120 1412 32 50 890 65 146 31 100 118 52 31 Peak Season Adjustment 4 42 1 2 27 2 4 1 3 4 2 1 Diversion(%) Diversion(Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 2 29 1 1 18 1 3 1 2 2 1 1 1%Background Growth 2 29 1 1 18 1 3 1 2 2 1 1 Approved Projects Traffic 1 8 0 0 26 7 2 0 1 0 0 0 Background Used:Projects 3 37 I 1 44 8 5 I 3 2 IN OU I OUT IN 60% 60% 20% 20:, Project Traffic 0 14 0 0 9 3 5 0 0 0 0 0 _ Total 127 1 1506 1 34 53 1 970 1 78 160 1 33 1 106 , 124 1 66 1 33 Approach Total 1,666 1,101 299 211 Critical Volume Analysis No.of Lanes 1 3 < 1 3 < 1 1 1 1 1 < Per Lane Volume 127 513 < 53 349 < 160 33 106 124 87 < Right on Red �'','?I`-,- 10 •4 10 e,�r;V 0 -4-;.-, .,.v. :- 10 UP Overlaps Left 1A11•11' ,:.4,.-..-.;,ti:, 0 CA,_,`Yr-A•'4-,.w4 0 p`� F?`.' 127 �� `:fit' 0 Adj.Per Lane Volume 127 503 < 53 339 < 160 I 33 0 124 77 < Through/Right Volume 503 339 33 77 Opposing Left Turns 53 127 124 160 Critical Volume for Approach 556 467 157 238 Critical Volume for Direction 556 238 Intersection Critical Volume 1 793 STATUS? UNDER Engineering and Public Works Department C-2 Traffic Division Input Data E-W Street: County Line Rd COUNT DATE: 5/7/2018 Report Created N-S STREET:S US Highway 1 CURRENT YEAR: 2018 12/13/2018 TIME PERIOD:AM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 1500 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 138 0 104 0 0 0 54 473 0 3 1250 230 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 142 0 107 0 0 0 56 487 0 3 1288 237 Committed Developments Type %Complete Love Street 0 0 0 0 0 0 0 0 0 0 1 0 NR 0% Tequesta Offices 7 0 0 0 0 0 0 21 0 0 3 1 NR ,. 0% Total Committed Developments 7 0 0 0 0 0 0 21 0 0 4 1 - . k Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 T. Total Committed Non-Residential 7 0 0 0 0 0 0 21 0 0 4 1 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 �j' k Total Total Discounted Committed 7 0 0 0 0 0 0 21 0 0 4 1 ...1° ff r)J Historical Growth -2 0 -2 0 0 0 -1 -8 0 0 -22 -4 1'y2-T %-P Comm Dev+1%Growth 10 0 2 0 0 0 1 31 0 0 30 6 ,o-i--,, y Growth Volume Used 10 0 2 0 0 0 1 31 0 0 30 6 Total Volume 152 0 109 0 0 0 57 518 0 3 1318 243 Input Data u, -r E-W Street:County Line Rd COUNT DATE: 5/7/2018 Report Created N-S STREET:S US Highway 1 CURRENT YEAR: 2018 12/13/2018 Te TIME PERIOD: PM ANALYSIS YEAR: 2020 GROWTH RATE:-0.85% PSF: 1.03 SIGNAL ID: 1500 I Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 253 0 115 4 0 0 135 1184 5 0 578 165 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 261 0 118 4 0 0 139 1220 5 0 595 170 Committed Developments Type %Complete Love Street 0 0 1 0 0 0 1 3 0 0 4 0 NR 0% Tequesta Offices 2 0 0 0 0 0 0 5 0 0 22 7 NR 0% Total Committed Developments 2 0 1 0 0 0 1 8 0 0 26 7 iZ1 T Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 Total Committed Non-Residential 2 0 1 0 0 0 1 8 0 0 26 7 V `1- Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 1P0 Total Discounted Committed 2 0 1 0 0 0 1 8 0 0 26 7 J\ Historical Growth -4 0 -2 0 0 0 -2 -21 0 0 -10 -3 `-) Comm Dev+1%Growth 7 0 3 0 0 0 4 33 0 0 38 10 c15-13S Growth Volume Used 7 0 3 0 0 0 4 33 0 0 38 10 .Th --\-1 :- Total Total Volume 268 0 121 4 0 0 143 1253 5 0 633 180 .-s 01, lW 1 w s C-3 Input Data E-W Street:Tequesta Dr COUNT DATE:5/7/2018 Report Created N-S STREET:S US Highway 1 CURRENT YEAR: 2018 12/13/2018 TIME PERIOD:AM ANALYSIS YEAR: 2020 GROWTH RATE:-0.85% PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 55 10 142 29 9 1 55 646 11 17 1582 87 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 57 10 146 30 9 1 57 665 11 18 1629 90 Committed Developments Type %Complete Love Street 0 0 0 0 0 0 0 0 0 0 1 0 NR 0% Tequesta Offices 7 0 0 0 0 0 0 21 0 0 3 1 NR a 0% Total Committed Developments 7 0 0 0 0 0 0 21 0 0 4 1 'i 4 Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 ,I, ' Total Committed Non-Residential 7 0 0 0 0 0 0 21 0 0 4 1 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 6 t_ i Total Discounted Committed 7 0 0 0 0 0 0 21 0 0 4 1 p cl) E- 1) 4' 1) v-.3 O Historical Growth -1 0 -2 -1 0 0 -1 -11 0 0 -28 -2 J Comm Dev+1%Growth 8 0 3 1 0 0 1 34 0 0 37 3 /so J' Growth Volume Used 8 0 3 1 0 0 1 34 0 0 37 3t p -� -� - ' . Total Volume 65 10 149 31 9 1 58 699 11 18 1666 93 ,^ Input Data i E-W Street:Tequesta Dr COUNT DATE: 5/7/2018 Report Created ` N-S STREET: S US Highway 1 CURRENT YEAR: 2018 12/13/2018 . \,0 TIME PERIOD: PM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 146 31 100 118 52 31 120 1412 32 SO 890 65 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 150 32 103 122 54 32 124 1454 33 52 917 67 Committed Developments Type %Complete Love Street 0 0 1 0 0 0 1 3 0 0 4 0 NR 0% Tequesta Offices 2 0 0 0 0 0 0 5 0 0 22 7 NR -"cs 0% Total Committed Developments 2 0 1 0 0 0 1 8 0 0 26 7 (3, r Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 `' ,N Total Committed Non-Residential 2 0 1 0 0 0 1 8 0 0 26 7 4f Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 �- 37 Total Discounted Committed 2 0 1 0 0 0 1 8 0 0 26 7 r;' 9 Q• J I q IZZ Historical Growth -3 -1 -2 -2 -1 -1 -2 -25 -1 -1 -16 -1 Comm Dev+1%Growth 5 1 3 2 1 1 3 37 1 1 44 8 /S-0'-r ) r% p Growth Volume Used 5 1 3 2 1 1 3 37 1 1 44 8 O7- L 1 v,,. Total Volume 155 33 106 124 55 33 127 1491 34 53 961 75 /c§3 -,, S\ L t 4, C-4 Ji O) Q J a0 0 0) St t0 A A O 0 A t0 0) n N CO 0) A a) A CO co co co 0 co t0 O co co N A V) I_ O O v 0 O N O Q N N N aD N CO M N A M St m to O 0 v O N M N n M O tO N 0 N M 0 A 0 N 0) O N A 0 M N 0 0 m V 0 A A n N t0 O M go- w r 0 0) N N M N N N N N N N N N M M r N N N N N M N M r O H N CZ Mr z7, — N M .0 N 2 O N O 0 O 0 0 O NOo vM vN M Or rm tr ,_'C.; Or n O "coN m 01,.r.m CO t9 a F"' 0 tOt0 F CD CD r N St M 0 A 3 0 00 NN 0 ,_ NCDD 0 0 0 0 0 0 0 0 0 0 M N tD MA 0 CO v 10 CO A r r N N M M N C+) r N r N r M M mN D) m CO CO CO CO CO Cr 'C O 10 C N A 1O < C0 10 A 10 1O Q c>j N m O N M 00 O N Ma O O O O O N M tD n V A co St 0A CD CO 0 N M CO O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 000000000000 ‘- 01000 ce t0 O N O M N nCI. 0 M CO a O OD 0 10 0) to m M O N T to O r N M coN O N N N N N N O o O O N ' M V co M N A N M w r N r r r r r r r a- 1:. f' CO co OV CD N M 0) Q A 10 0 w m N 0,4 Or v s- 0 - O N 0 0 0 0 O 0 0 0 0 0 N 0) N N CD CD V' 0 01 N O 0 w rr r r J 0 CO 0 CO CO 0) 0 1t1 1n 0 A 0) O m OOi O 0 r r A r r A r N r C') N O O O O CAO O CD V m r m r tr0 w m0 0 0 0 < CD O ,_ St Or CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 w Ce N N ! 1.:6 0 0 N t0 a a 0 8 O) n ,- O CO0 0 0 0 0 CD C in N -* O N 1-- tO0 w O O O O O W O Or CO N M M M N min V N aND COD W O T O 0I DM) r Da U) N 01 00 N a 00) <t O t0 CO0 On N N CCD 0.1 CD 00)) CAD O H N 10 7 ,O- A CO D4 t0 t0 " A r CO r co co V U) A A N N N r r A CO CD t0 0 0 N m 4 0) cc. tD 0 w N M Ce,. •,,,-, O O O 0 O O N O N 07,r, N r Si N n f0 8 .1t ACO w N N N N r r M 0 0 0 r O " O rO Q O O V. 0 0 r r r N Co) N r 0 r 0 10 7 CD N r Q r CO co m M St O N Nr COM t00 Nr AO 0 0 0 0 0 0 O A NO sAt 0 t00 10 co ;4°. 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T x 0 0 0 0 0 0 0 0 0 0 0 -0 v ID v2 v > > > ce re cc ce K w rt m m m m m m m co >, > >. > > > > z. > T T O O O C C C G C C C cc C C C C G d7 m m 7 7 m 7 7 o O U D D v • 7 2 J J J .1 J J J > > > > > CO CO N W E E E E E E E E E E E CCC c c c c c > > > > > > > Co m ami y m cN Co N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co 0 2 J O r N. n n r V- C') C') O) M 0 0 0 0 O N N N O 8 O O O O O a a a a O 0 0 a Q N N N N N N N N N N N CO c0 CD CO 0 ON NO NO O O O O O O O O O O O O O 'al Z h N. N. N. N. h N- r ^ I.- ti co Co co co co 0 0 0 V 0 V r 0 0 co 0 CO CO 0 3 V1 N N N N N N N N N N N a a a a a t') C') C') CO C'7 O Cl) O CO O m 1 1— C-6 A B C D E F G H I Input Data ROAD NAME:N US Highway 1 STATION:1304 Report Created CURRENT YEAR:2016 FROM:Tequesta Dr 12/13/2018 ANALYSIS YEAR:2020 TO:Midpoint GROWTH RATE:0.46% COUNT DATE:1/25/2016 PSF:1 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/W8 Existing Volume 2119 669 1479 2357 1551 821 Peak Volume 2119 669 1479 2357 1551 821 Diversion(%) 0 0 0 0 0 0 Volume after Diversion 2119 669 1479 2357 1551 821 Committed Developments Type %Complete Tequesta Offices 32 28 4 35 6 29 NR 0% Love Street 1 0 1 7 3 4 NR 0% Austrade Tequesta Office Building 25 22 3 34 6 29 NR 0% Beacon Point 6 1 5 8 5 2 Res 0% Total Committed Developments 64 51 13 84 20 64 Total Committed Residential 6 1 5 8 5 2 Total Committed Non-Residential 58 50 8 76 15 62 Double Count Reduction 2 0 1 2 1 1 Total Discounted Committed Developments 62 51 12 82 19 63 Historical Growth 39 12 27 43 28 15 Comm Dev+1%Growth 148 78 72 178 82 96 Growth Volume Used 148 78 72 178 82 96 Total Volume 2267 747 1551 2535 1633 917 Lanes 6LD _ LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES Input Data ROAD NAME:US Highway 1 STATION:1304 Report Created CURRENT YEAR:2016 FROM:Midpoint 12/13/2018 ANALYSIS YEAR:2020 TO:County Rd GROWTH RATE:0.46% COUNT DATE:1/25/2016 PSF:1 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume 2119 669 1479 2357 1551 821 Peak Volume 2119 669 1479 2357 1551 821 Diversion(%) 0 0 0 0 0 0 Volume after Diversion 2119 669 1479 2357 1551 821 Committed Developments Type %Complete Tequesta Offices 21 3 18 23 19 4 NR 0% Love Street 1 0 1 7 3 4 NR 0% Austrade Tequesta Office Building 14 2 12 19 15 3 NR 0% Beacon Point 0 0 0 0 0 0 Res 0% Total Committed Developments 36 5 31 49 37 11 Total Committed Residential 0 0 0 0 0 0 Total Committed Non-Residential 36 S 31 49 37 11 Double Count Reduction 0 0 0 0 0 0 Total Discounted Committed Developments 36 5 31 49 37 11 Historical Growth 39 12 27 43 28 15 Comm Dev+1%Growth 122 32 91 145 100 44 Growth Volume Used 122 32 91 145 100 44 Total Volume 2241 701 1570 2502 1651 865 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES C-7 APPENDIX D Driveway Analysis 1 y t L t D o c coo fE el to ...S1 '21 to f1 t n1 re fi R-► Al re A. coo 0 0 0 $ s -K2- R sag- 2 a1i g I 1 2 1 epi . se i k e e e e c e e e e 1,ea .g e M F zi o00 go o I Coo .go e 1t- ti 000 . go e coo .go a Ieee . go e I coo ,fie at g a coo . go 0 j e coo .go a 8 I j s ::: :: 11eoeo0oee ::: :: i■ geeooeoo0 e g . . e 0 e e 0 e e ao e e e 0 0 e 0 ... l i n . I 00000000 000 47. z 11 1 go I g g F^'14o g 11 g e e e o e e c e QOC g o a g e e o o e o e e1000 o 0 .g e 0 ee a €€ ee .gee F i I 1 000e0oe0 &ggF . ke a 0 So i 1 1 0eeeeeee goo. . ge 0 i A000 .go 0 i I 2111g PIA hhhh I ii11i1 hIthli 1. 1 i 8 D-1 General Information Site Information Analyst James Kemp Intersection US 1&Driveway 1 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 1 Analysis Year 2020 North/South Street US 1 Time Analyzed AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 0.25 Project Description Reserves at Tequesta Lanes J 4 1 Jk.4 1• L U 4 11 L. a. A- 4 --. 4- -,- v- n i � I' * 1 Ir Alit Yt i Major Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U I L T R U L T R Priority 10 11 12 7 8 9 1 U l 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 2 1 0 1 3 0 Configuration T R L T TR Volume(veh/h) 575 0 0 0 1426 7 Percent Heavy Vehicles(%) 3 3 Proportion Time Blocked l l l Percent Grade(%) Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway(sec) 5.3 Critical Headway(sec) 5.36 Base Follow-Up Headway(sec) 3.1 Follow-Up Headway(sec) 3.13 Delay,Queue Length,and Level of Service Flow Rate,v(veh/h) 0 Capacity,c(veh/h) 588 v/c Ratio 0.00 95%Queue Length,Qin(veh) 0.0 Control Delay(s/veh) 11.1 Level of Service(LOS) B Approach Delay(s/veh) 0.0 Approach LOS Copyright©2019 University of Florida.All Rights Reserved. HCSt t TWSC Version 7.8 Generated:5/30/2019 2:19:14 PM US-1 &Driveway 1 -AM Peak Hour-5.30.19.xtw D-2 CST Two:A/Vay • e Control RRe•ort � 3° � General Information Site Information Analyst James Kemp Intersection US 1&Driveway 1 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 1 Analysis Year 2020 North/South Street US 1 Time Analyzed PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 0.25 Project Description Reserves at Tequesta Lanes ,,l 4 I 4. L. l? 4111. -a ti 4 r -r 4- t t r Atli #Yt rr Major Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement UL T R UL T R UL T RU L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 2 1 0 1 3 0 Configuration T R L T TR Volume(veh/h) 1395 0 0 0 729 24 Percent Heavy Vehicles(%) 3 3 Proportion Time Blocked Percent Grade(%) Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway(sec) 5.3 Critical Headway(sec) 5.36 Base Follow-Up Headway(sec) 3.1 Follow-Up Headway(sec) 3.13 Delay, Queue Length,and Level of Service Flow Rate,v(veh/h) 0 Capacity,c(veh/h) 217 v/c Ratio 0.00 95%Queue Length,Q9s(veh) 0.0 Control Delay(s/veh) 21.6 Level of Service(LOS) C Approach Delay(s/veh) 0.0 Approach LOS Copyright©2019 University of Florida.All Rights Reserved. HCS TWSC Version 7.8 Generated:5/30/2019 2:19:58 PM US-1 &Driveway 1 -PM Peak Hour-5.30.19.xtw D-3 1 t0 0 t ! 0 . 0 QIQ /00 ! _ 0l to _§ 01 to +§ - a ® F a -§ °-4, I-° k- m_ .1 [e ■-,. 'I!r 4-1!r E ° ° m © 0 § § ��§- ! ■ . ! �-. § K ; | Illi ! | !:|| / 4, i �`Ij 4. ` | I I a § § | § | 00000 | | | 00000 2 | 00000000 o|| . g, P. | .|§ .■. § § g | : : : : : : : : . ■: 0 ` § e | ■� | | . ,o , | | „ ■o | | . !o o | 000 , 00 , 0 ::: ;: , | k | § 0 0 0 0 0 0 0 0 0 0 0 . g. 0 | § 0 0 0 0 0 0 0 0 0 0 0 .g 0 § . . ! g . , 0 0 0 0 0 0co. . g. 0 g 0 0 0 0 0 0 0 0 „c .g o / | § 0 0 0 0 0 0 0 0 000 . g o 0 : : : : : : : : : ® 00000000 §l: . g o | | ! A | ■ 0 0 0 0 0 0 0 0 | 0 0 0 . g o 0 ■ 0 0 0 0 0 0 0 0 1 0 0 0 .■0 0 , | . '4 ■ . ■ � ; . �„ . ■� f ■ 100 ■, { I § 0 0 0 0 0 0 0 0 a 9■; • go E § I ■ 0 0 0 0 0 0 0 0 §§!' •■° ! S r. ; 22 - 00000000 | 00c . ■� _ . - , ..bhli 0 .!. . ! I ! § ` ! \ |! l § ! | p ! « ■ a , r , | Flihh ! | ! ! „ - ;i"R" '! 1 § § § An ) § / A | ! ! ! ! ■ , D-4 tiro xx weBt� h 1 . ¢ f, ms -- r .054E rA O hilts' . ca- v -• , General Information Site Information Analyst James Kemp Intersection US 1&Driveway 2 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 2 Analysis Year 2020 North/South Street US 1 Time Analyzed AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 0.25 Project Description Reserves at Tequesta Lanes 11 : 4 4- 4- t t fl 4 +Y t P C Major Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement UL T RUL T RUL T RUL T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 1 0 0 3 0 Configuration R T R T Volume(veh/h) 25 575 0 1426 Percent Heavy Vehicles(%) 3 Proportion Time Blocked Percent Grade(%) 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway(sec) 7.1 Critical Headway(sec) 7.16 Base Follow-Up Headway(sec) 3.9 Follow-Up Headway(sec) 3.93 Delay,Queue Length,and Level of Service Flow Rate,v(veh/h) 27 Capacity,c(veh/h) 291 v/c Ratio 0.09 95%Queue Length,Q9s(veh) 0.3 Control Delay(s/veh) 18.7 Level of Service(LOS) C Approach Delay(s/veh) 18.7 Approach LOS C Copyright©2019 University of Florida.All Rights Reserved. HCS$119 TWSC Version 7.8 Generated:5/30/2019 2:23:12 PM US-1 &Driveway 2-AM Peak Hour-5.30.19.xtw D-5 HCS7 Two-Way Stop-Control Report General Information Site Information Analyst James Kemp Intersection US 1&Driveway 2 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 2 Analysis Year 2020 North/South Street US 1 Time Analyzed PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 025 Project Description Reserves at Tequesta Lanes J41 .k J It 111 -+ «- 9- t I 41 SY t to C Major Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement UL T R U L T RUL T RUL T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 1 0 0 3 0 Configuration R T R T Volume(veh/h) 15 1395 0 729 Percent Heavy Vehicles(%) 3 Proportion Time Blocked Percent Grade(%) 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway(sec) 7.1 Critical Headway(sec) 7.16 Base Follow-Up Headway(sec) 3.9 Follow-Up Headway(sec) 3.93 Delay,Queue Length,and Level of Service Flow Rate,v(veh/h) 16 Capacity,c(veh/h) 513 v/c Ratio 0.03 95%Queue Length,Q9s(veh) 0.1 Control Delay(s/veh) 12.2 Level of Service(LOS) B Approach Delay(s/veh) 12.2 Approach LOS B Copyright©2019 University of Florida.All Rights Reserved. HCS18111 TWSC Version 7.8 Generated:5/30/2019 2:24:34 PM US-1&Driveway 2-PM Peak Hour-5.30.19.xtw D-6 Standards for County Roads shown on the Thoroughfare Right-of-Way Identification Map," available from the Traffic Division. b. Mid-Block Lots 1. Along local streets, driveways serving abutting lots shall be located such that flares or returns are separated by at least 5 feet and within the property frontage unless otherwise approved by the County Engineer. 2. Along local collector street,driveways shall be located such that the near edge of the driveway pavement is at least 15 feet from the shared property line. Flares or returns for the proposed driveways shall be separated from the flares or returns for existing driveways on abutting lots by at least 10 feet. 3. Along major collector and arterial streets, driveways shall be located in accordance with applicable requirements of"Access Management Standards for County Roads Shown on the Thoroughfare Right-of-Way Identification Map," available from the Traffic Division. 4. Driveways serving shopping centers shall be well spaced, and the number of driveways shall be the minimum number practical to serve the site. 4. Driveway Construction Except for those driveways serving individual single family or duplex residential lots, each driveway shall be classified as one of the following types and constructed in accordance with the following requirements. Where it is deemed necessary by the County Engineer for traffic safety and operational reasons, the applicable requirements may be increased or decreased as a result of site specific conditions. The construction of physical barriers, such as medians, may be required by the County Engineer on adjacent streets after the County Engineer's review of the specific site access proposal. a. Minor Driveway A minor driveway is one that serves an average daily traffic volume of no more than 500 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 25 feet, measured on a line perpendicular to the street right-of-way or,when appropriate, along the vehicle path. Minor driveways shall provide minimum single lane widths of 12 feet and provide minimum pavement return radii of 20 feet. In cases when minor driveway connections are to be made to curbed streets the connection may be constructed using drop curb instead of radial returns. Minor driveways may have left and right turn lanes and/or median modifications as required by the County Engineer. 300-2 D-7 b. Intermediate Driveway An intermediate driveway is one that serves an average daily traffic volume greater than 500 vehicles but not more than 2,000 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 50 feet, measured on a line perpendicular to the street right-of-way or, when appropriate, along the vehicle path. Intermediate driveways shall provide minimum ingress lanes 12 feet wide and egress lanes 12 feet wide. Where left and right turn egress is allowed, dual egress lanes may be provided and marked appropriately for use as left and right turn lanes. Intermediate driveways shall provide minimum pavement return radii of 30 feet. Intermediate driveways may have left and right turn lanes and/or median modifications as required by the County Engineer. c. Major Driveway A major driveway is one that serves an average daily traffic volume in excess of 2,000 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 100 feet, measured on a line perpendicular to the street right-of-way or,when appropriate,along the vehicle path. Major driveways shall provide minimum ingress lanes of 14 feet wide and egress lanes 12 feet wide. Where left and right turn egress is allowed, dual egress lanes shall be provided and marked appropriately for use as left and right turn lanes. Intermediate driveways shall provide minimum pavement return radii of 40 feet. Major driveways shall have left and right turn lanes and/or median modification as required by the County Engineer. 5. Turn Lane Requirements for Driveways a. Left Turn Lanes A 12 foot wide left turn lane with appropriate storage and transitions shall be provided at each driveway where inbound peak hour left turning traffic is 30 vehicles or more. This requirement may be waived when the speed and volume of the opposing traffic is not sufficient to require a left turn lane, as determined by the County Engineer. Alternately,the County Engineer may require a left turn lane in cases with less than 30 left turn vehicles in the peak hour where the mix of vehicles, speeds and/or volumes on the street create a safety hazard. b. Right Turn Lanes A 12 foot wide right turn lane with appropriate storage and transition shall be provided at each driveway where the street average daily traffic volumes exceed 10,000 vehicles per day and driveway volume exceeds 1,000 trips per day or 75 right turns inbound in the peak hour. Alternately,the County Engineer may require a right turn lane in cases with less than 75 left turn vehicles in the peak hour where the mix of vehicles,speeds and/or volumes on the street create a safety hazard. 300-3 D-8 EW CONSULTANTS, INC. NATURAL RESOURCE MANAGEMENT, WETLAND, AND ENVIRONMENTAL PERMITTING SERVICES CONSULTANTS, INC. Ti1 I f } itWifa THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Prepared for: LC Construction Florida,Inc. 3541 NW 88th Drive, Unit 103 Coral Springs,FL 33065 Prepared by: EW CONSULTANTS, INC. March 2019 ©2019 EW Consultants,Inc. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 1 INTRODUCTION This Environmental Assessment Report documents and summarizes natural resource features present on an approximately 6 acre project area in the Village of Tequesta, Palm Beach County. The site is located approximately 0.1 mile south of Southeast County Line Road on the west side and adjacent to US Highway 1 (US1). The site consists of two adjacent parcels that are bordered to the north by residential development, to the west by residential development and lands owned by the Village of Tequesta, to the south by a commercial shopping center, and to the east by US1. The site is situated within Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida. A Location Map (Figure 1), USGS Quad Map (Figure 2), and Aerial Photo (Figure 3) depicting the site boundaries and immediate surrounding area are provided in the Appendix. PROPERTY DESCRIPTION AND METHODS The property is currently comprised of native and non-native habitats. The northern portion of the site contains concrete foundations and parking facilities and a remnant concrete structure remains in the southern portion of the property from previous development. The vegetation assemblages present on the project site are further described in the Natural Communities and Land Covers section of this report. Chronological review of historical aerial imagery dating back to 1957 indicate that the property was partially developed by this date with several structures existing in the eastern portion of the site. Vegetation in the western portion of the site appears to be regenerating from previous clearing activities. Between 1979 and 1995 the structures in the eastern portion of the property had been demolished and new development extended from US1 in the east to the western property boundary in the northern portion of the site with what appears to be two structures and parking facilities. Vegetation in the southern half of the site appears sparse and consisting mostly of exposed soils and short herbaceous species. Demolition of the two structures is apparent in imagery from 2006. Prior to the site visit, the U.S. Geological Survey 7.5-minute Quadrangle Topographic Map, Village of Tequesta Quadrangle, and the Soils Survey of Palm Beach County Area, Florida (U.S. Department of Agriculture, Soil Conservation Service 1970) were reviewed to determine topographic features and site soil mapping units. Copies of the 2018 Palm Beach County aerial photographs of the parcel were obtained and reviewed to determine potential locations of environmental features. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 2 Pedestrian transects of the property were conducted to map approximate locations and boundaries of significant environmental resources, vegetative communities, exotic vegetation, and potential jurisdictional wetland areas. The survey was also conducted to note any occurrence of listed plant or animal species and vegetative communities which would require protection or identification by the Federal, State or local regulatory agencies. Wetland protection is mandated under federal, state, and local regulations. The U.S. Army Corps of Engineers (CE) regulates activities in Waters of the United States pursuant to the Clean Water Act (PL92-500 Section 404) as further defined in the CE regulatory program (33 CFR 320-330). The State of Florida Department of Environmental Protection (DEP) has established wetland identification and permitting processes at Chapter 62-330, 62-340, and 62-312 of the Florida Administrative Code (FAC). Current federal and state wetland definitions are derived from the original definition found in 33 CFR 328.3, identifying wetlands as "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support a prevalence of vegetation typically adapted to life in saturated soil conditions". Delineation of federally regulated jurisdictional wetlands is determined by the Corps of Engineers Wetlands Delineation Manual (USAE Waterways Experiment Station Environmental Laboratory 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (USAE Research and Development Center 2010). Delineation of wetlands regulated by DEP and South Florida Water Management District (SFWMD) is done according to Chapter 62-340 FAC, Delineation of the Landward Extent of Wetlands and Surface Waters. The Florida Wetlands Delineation Manual (Gilbert et al. 1995) serves as a guide to Chapter 62-340. Both manuals, which emphasize the identification of hydric soils, hydrophytic vegetation, and wetland hydrologic conditions in making wetland determinations, were used in this investigation. SOILS The soil on the site is mapped as St. Lucie-Paola-Urban land complex, 0 to 8 percent slopes. A description of this soil type in its natural condition is listed below. This description is based upon the general characteristics for the soil type as illustrated in the Soils Survey of Palm Beach County Area, Florida and is not necessarily indicative of the exact characteristics of the property. A soils map with the site boundary is included in the Appendix as an attachment. St. Lucie-Paola-Urban land complex, 0 to 8 percent slopes (41) — This complex consists of St. Lucie sand and urban land. About 50 to 70 percent of this complex is open land, such as lawns, vacant lots, and playgrounds. These areas are made up of nearly level to sloping, excessively drained St. Lucie soils. In places, these soils have been modified by cutting, grading, or shaping for urban development. About 300 to 50 percent of the complex is covered by streets, sidewalks, driveways, patios, buildings, and other structures. The rest of this complex is made up of Paola and Pomello soils. These soils may also be modified in places, but the pedons are similar to that described as representative of their respective series. The percentage of urban areas and open land varies. 2581 METROCENTRE BLVD, SUITE I • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM 06. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 3 NATURAL COMMUNITIES AND LAND COVERS The Guide to the Natural Communities of Florida (Florida Natural Areas Inventory 1990) provides classification of natural communities of Florida and was used in this investigation. Approximate location of vegetative community cover type boundaries and other features of the site were mapped in accordance with Florida Land Use Cover and Forms Classification Systems Handbook(Florida Department of Transportation 1999) (FLUCFCS). Field reconnaissance and aerial photograph interpretation were employed in the mapping effort of the vegetative communities on the subject site. A land cover map of the observed community types with acreage is included as Figure 4. 193—Urban Areas in Transition—2.4 acres Much of the northern portion of the site contains a foundation of poured concrete that remains from previous development. Although only ruderal weeds occur within the concrete portions of this area some native and non-native vegetation is included in spaces without concrete. Native vegetation includes live oak and cabbage palm. Non-native vegetation includes earleaf acacia, Brazilian pepper, Chinese tallow, queen palm, coconut palm, Australian pine, carrotwood, snake plant, and bougainvillea. 436—Upland Scrub,Pine, and Hardwoods—0.4 acre This native habitat contains a canopy dominated by sand pine with a subcanopy consisting mostly of scrub oak and hog plum. Other species present includes prickly pear cactus, love vine, grape vine, and smilax vine. Some encroachment of non-native species is also present including earleaf acacia and Brazilian pepper. 740—Disturbed—3.2 acres This portion of the property is dominated by non-native vegetation and does not contain the components of a native habitat community. Non-native vegetation that dominates this portion of the property includes earleaf acacia, carrotwood, Brazilian pepper, queen palm, snake plant, schefflera, Australian pine, and Chinese tallow. Some scattered native vegetation also occurs within these areas and includes live oak, scrub oak, cabbage palm, cocoplum, and seagrape. LISTED SPECIES AND WILDLIFE Listed species of wildlife are found in Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists (Florida Fish and Wildlife Conservation Commission January 2017) and regulated plants are listed in Preservation of Native Flora of Florida, Chapter 5B-40 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry, April 2004). The survey methodologies used for determining the status of state and/or federally listed wildlife species occurrence on the site followed generally accepted protocols as specified in state and federal guidance documents. The geographic range of the property and its associated 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 4 habitats, vegetative cover types, and natural or disturbed status were the primary considerations in assessing the potential occurrence of listed species. The protected species evaluations and survey methodologies have been, and will continue to be addressed on a species-specific basis in accordance with the Florida Fish and Wildlife Conservation Commission (FWC) and U.S. Fish and Wildlife Service (USFWS) protocols and techniques relative to the species under consideration. The state and/or federally listed wildlife species with potential to occur on the subject site are summarized in the following table. Likelihood of occurrence has been indicated based on species-specific evaluations and best professional judgement and noted as either observed during site review or likelihood of occurrence as high,medium, or low. Common Scientific Name Preferred Habitat Occurrence* Listed Status** Name State/Federal Bald Eagle Haliaeetus Nest in tall trees No longer listed leucocephalus (usually pine)near coasts,rivers,lakes L Nest trees and wetlands protected Florida Athene Sandhills,ruderal Burrowing cunicularia communities,dry L ST Owl prairies Eastern Drymarchon A diversity of Indigo Snake corais couperi upland/low land L FT habitat Florida Grus canadensis Breed in emergent Sandhill pratensis palustrine L ST Crane wetlands;forage in pastures/prairies Florida Scrub Aphelocoma Xeric oak scrub L FT Jay coerulescens Sherman's Sciurus niger Pine flatwoods, L SSC Fox Squirrel shermanii mixed oak forest Gopher Gopherus Sandhills,xeric Tortoise polyphemus oak scrub,sand pine scrub,scrubby M ST flatwoods; agricultural lands Audubon's Polyborus Nest in cabbage Crested plancus palms,dry prairie L FT Caracara audbonii and pastures Little Blue Egretta caerulea Breeding:marshes, Heron swamps,ponds, estuaries,rivers; L ST nest in shrubs and small trees Red-cockaded Picoides Mature pine L FE 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 5 Common Scientific Name Preferred Habitat Occurrence* Listed Status** Name Woodpecker borealis woodlands Roseate Ajaia ajaja Breeding:marshes, Spoonbill swamps,ponds, estuaries,rivers; L ST nest in shrubs and small trees Reddish egret Egretta Breeding:marshes, rufescens swamps,ponds, estuaries,rivers; L ST nest in shrubs and small trees Southeastern Falco Sandhill and open American sparverius rangeland nest in Kestrel paulus cavities of dead L ST trees and abandoned woodpecker nests Tricolored Egretta tricolor Breeding:marshes, Heron swamps,ponds, L ST nest in shrubs and small trees Wood Stork Mycteria Estuarine or americana freshwater wetlands;nest in L FT tops of trees in cypress or mangrove swamps ' Observed transient;2 Observed nesting and/or resident;3 Observed utilization *0=Observed;H=High probability;M=Medium probability;L=Low probability;FE= Federal Endangered;FT=Federal Threatened;FT/SA=Federal Threatened due to similarity of appearance;SSC=Species of Special Concern;ST=State Threatened The site contains some scrub oaks within the southwestern portion of the site, however the scrub oak area is not believed to be large enough to support Florida scrub jays. Scrub jay surveys were conducted on the property in 2011 and 2014 as part of prior development proposals, and no scrub jays were observed. It is believed that the small size of the scrub oak habitat along with surrounding development, human activity, feral cats and encroachment of exotic plant species has made it very unlikely that Florida scrub jays would utilize this property. The preferred nesting habitat for Florida sandhill cranes and other listed wading birds is native freshwater marsh habitat, which does not occur on the property. Any use of the property by sandhill cranes or wading birds would be transient in nature. No wading birds or wading bird nests were observed during site reconnaissance. Bald eagles,while no longer listed,remain protected under the Bald and Golden Eagle Protection Act.No bald eagles were observed on site likely due to the absence of large open waterbodies for 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM • THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 6 foraging and lack of mature pine trees for nesting. According to the FFWCC database the closest documented bald eagle nest is located approximately 3.8 miles northwest of the subject site. The subject site is outside of the consultation area of the Audubon's crested caracara and the site does not contain nesting habitat. The wood stork is listed as a Federally designated Threatened species. Without the presence of foraging habitat there is a low probability of woodstorks to frequent the site. The property does not provide suitable nesting habitat due to the absence of naturally forested wetlands. The site is, however, within the 18.6 mile core forage area of known wood stork rookeries as per USFWS. A gopher tortoise survey of the property was conducted with no gopher tortoises or gopher tortoise burrows observed during the site reconnaissance. The gopher tortoise is listed as a threatened species by FWC. If any gopher tortoises or gopher tortoise burrows are observed on the site during future site visits the tortoises will be relocated to avoid impacts from development activity. The eastern indigo snake is listed as a Federally-designated Threatened species. There is a low likelihood for the presence of the eastern indigo snake on the subject site due to the absence of habitat and gopher tortoise burrows. Standardized and specific construction awareness and notification procedures will be implemented for the protection of this species during site development. Non-listed wildlife and wildlife signs observed include raccoon, mourning dove, blue jay, and brown anole. A swarm of bees was observed in a beard formation on an earleaf acacia tree within the disturbed portion of the site. However no bee hive was observed. SUMMARY Native Uplands Field reconnaissance and mapping indicate that there is approximately 0.4 acre of native upland habitat in the southwest portion of the site. This habitat is labeled as upland scrub, pine and hardwoods on the vegetative cover map. Wetlands The site review did not identify any areas that would be considered jurisdictional wetlands or other surface waters under State or Federal criteria. Listed Species No state or federally listed wildlife species or indication of use by such species were observed during site reconnaissance. The property has been disturbed over the years by previous development and encroachment of exotic and nuisance species, and does not provide ideal habitat for the listed species of wildlife that are found in this region. 2581 METROCENTRE BLVD, SUITE I • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 7 APPENDIX Maps and Figures: Figure 1: Location Map Figure 2: Quad Map Figure 3: Aerial Map Figure 4: FLUCCS Map Figure 5: USDA Soils Report 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM q -6 I Blowing Rocks kr Ar rty St ro yr .' 9,. p, CO w„ w w '; BLACK 'j.;1=.;:_ 707 w MAR(NIA U, - County Line F; 9 . ig Rob 5t r � y W+nga StA :,._ , , V. Russell St nu►J X) 4 03woo S ti 0 CL S ty t cr n 2 v Dover Rd Q` Tequesta Dt tg @ ,� St� Cr cr) p m Beacon St , "^ Bridge Rd k,,,,,� CIi11rct) Rd L E P; C©2019 Microsoft Corporation©2019 HERE LEGEND 0 1,000 Feet = - SITE (6.0+/- AC) I i THE RESERVE AT TEQUESTA " LOCATION MAP E_ CONSULTANTS, INC. E1W CONSULTANTS, INC. FEB 2019 , 2581 METROCENTRE BLVD.,SUITE 1 FIGURE 4 ?� WEST PALM BEACH, FL 33407 561-291-7950 PHONE 561-530-4908 FAx W WW.EWCONSULTANTS.COM 1 t trate- \ N...._____-- Jupiter ‘ \19 Island Indian Rn)er /Lagoon Ti--T . . 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CoQ' co co Co Co Co M a 0) OI N AI• 2 = c O Q 0) 001 o cc 0 1 a1 0 0 R O Z U Soil Map—Palm Beach County Area,Florida THE RESERVE AT TEQUESTA Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 41 St.Lucie-Paola-Urban land 6.0 100.0% complex,0 to 8 percent slopes Totals for Area of Interest 6.0 100.0% USDA Natural Resources Web Soil Survey 2/26/2019 Conservation Service National Cooperative Soil Survey Page 3 of 3 A , Wa t o S o '410140#4X477%-7i`.-g-''' n: Jr Egoteeli , Toe. =a� October 3, 2018 Ms. Marilyn Coppola via e-mail:MCoppola@pbcgov.org Principal Inspector Palm Beach County Environmental Resources Management 2300 North Jog Road West Palm Beach, FL 33411-2743 Re: Tank Closure Assessment Report Royal Tequesta,LLC 746 N US Highway 1 Tequesta,Palm Beach County,Florida 33469 DEP Facility#9816491 Dear Ms. Coppola: Air, Water & Soil Engineering, Inc. (AWSE) is pleased to present this Underground Storage Tank (UST) Closure Assessment Report documenting the removal of one 5,000 gallon, at the above referenced facility. The review letter is included in Attachment A. The closure assessment was performed in accordance with the protocols outlined in Florida Administrative Code Chapter 62-761 (Storage Tank Systems). The intent of the limited assessment was to document the removal of the UST to determine the presence of impact to the subsurface from petroleum storage and transfer at the facility. ON-SITE CLOSURE OBSERVATIONS On September 10 and 11, 2018 AWSE (PCC-1256787) was present to remove the 5,000- gallon petroleum UST at the site. The site is located on the west side of North US Highway 1 approximately a quarter mile south of County Line Road. (See Figure 1 for a Site Location Map and Figure 2 for a Site Plan showing tank location as well as soil and groundwater screening and sampling locations). A copy of the Palm Beach County Closure Inspection Report is attached as Appendix A. Site Photographs are attached in Appendix B. Appendix C contains a copy of the disposal manifest for the three drums for the sand which was found inside the UST. The removed UST was situated slightly off perpendicular and 145 feet west of US Highway 1, approximately 5-feet apart below land surface (bls). AWSE personnel noted the tank were constructed of single-walled steel with no product or vent lines. Prior to the tank removal, AWSE personnel determined that there were no liquids present. However, the fill port was broken off and sand had fallen into the UST. The total depth A° Wne .� So - � - das Egotee , of the excavation was approximately 10.5-feet below land surface (bls) and the water table was not encountered in the tank excavation. During excavation of the UST, no evidence of petroleum product, staining or odor was noted. SOIL TANK EXCAVATION Select soil samples were collected and screened with a Foxboro Century Model 128 Flame Ionization Detector (FID) Organic Vapor Analyzer (OVA) in survey mode. The FID-OVA was calibrated pursuant to the manufacturer's specifications prior to initiation of the field screening tasks. As required, each sample was collected in paired jars, screened with an unfiltered probe for a total volatile organic vapor concentration, and subsequently screened with a carbon-filtered probe to segregate potential naturally occurring organic vapor (methane) fractions. Based on responses obtained from the filtered and unfiltered probes, a net vapor concentration was acquired by subtracting the natural methane vapor concentration from the total organic vapor concentration. OVA responses were recorded in parts per million (ppm). Field soil vapor screening was performed around the fill ports and sumps of the storage tank prior to removal. Additional soil vapor screening was conducted at intervals along the walls of the tank excavation to provide adequate field assessment of potentially impacted soils within the vadose zone surrounding the tank. OVA readings of 22 samples collected from in-situ soils yielded no net organic vapor readings in excess of 0 ppm. Table 1 summarizes OVA responses recorded during the closure assessment activities. A confirmation soil sample was collected from the bottom of the excavation at 11 to 12- feet bls (See Figure 2 for a Site Plan of the tank field area). The collected sample was injected utilizing a disposable syringe into two pre-preserved 40-ml glass vials with additional soil placed into one 2-oz glass container, placed on ice in an insulated cooler and transported to a NELAC accredited laboratory, Palm Beach Environmental Laboratory (PBEL) for analysis. The sample was analyzed via EPA Method 8260B (for BTEX+MTBE), EPA Method 8270C (for PAHs), and FL PRO (TRPH). Analysis of the soil sample did not detect adsorb-phase target petroleum constituents above their respective FDEP established Soil Cleanup Target Levels (SCTLs). See Table 2 for a summary of the soil analytical data. A copy of the confirmation soil sample laboratory analytical report and the Chain-of-Custody are attached in Appendix D. GROUNDWATER On September 14, 2018 AWSE supervised the installation of one temporary monitoring well (MW-1) within the center of tank field. (See Figure 2 for the location of MW-1). The well was installed by a State certified contractor(Wombat Environmental) utilizing a I D7, Water a SOD_ & , la, \)\ /„1, ( , � 54 DT Geoprobe direct-push rig. A decontaminated, 3-inch diameter, galvanized steel casing was mechanically penetrated into the subsurface soil by direct-push to a final depth of 20-feet bls. The well constructed of 10-feet of 1-inch 0.010 machine-slotted PVC screen attached to 10-feet of solid schedule 40 PVC casing was placed inside the 3- inch casing. The steel casing was removed from the subsurface as a 6/20 sand pack was placed inside the annulus space to surface grade. The water table was measured at an approximate depth of 15-feet bls in MW-1. MW-1 was sampled utilizing a low flow peristaltic pump with disposable tubing. Groundwater sampling activities were conducted in accordance with the Florida Department of Environmental Protection's Standard Operating Procedures per Chapter 62-160 of the Florida Administrative Code. Temperature, conductivity, pH, turbidity, and dissolved oxygen readings were collected to ensure stabilization of the formation water prior to sample collection (See Appendix E for a copy of the Groundwater Sampling Log). The groundwater sample collected for analysis via EPA Method 8260B (BTEX+MTBE) were recovered through the disposable tubing by back flowing the groundwater (prior to contact with the pump head) into two laboratory supplied unpreserved 40 ml glass vials. The groundwater sample collected for analysis via EPA 8270C was placed directly into a laboratory supplied unpreserved 1-liter amber glass bottle. The groundwater sample collected for TRPH analysis via FL PRO was placed directly into a laboratory supplied HC1-preserved 1-liter amber glass bottle. The groudwater sample collected for EDB analysis via EPA 8260b was placed directly into 40 ml glass vials laboratory supplied bottle. The groundwater sample collected for lead was placed directly into a laboratory supplied Nitric Acid preserved 125 ml plastic bottle. The samples were placed on ice in an insulated cooler and transported to PBEL for analysis. Groundwater laboratory analysis from MW-1 did not detect target dissolved-phase petroleum constituents above laboratory method detection limits except for TRPH, and no analyte above their respective GCTLs. A summary of the groundwater analytical data is shown in Table 3. A copy of the laboratory analytical report and Chain-of-Custody document are attached as Appendix D. The temporary monitoring well was removed upon collection of the groundwater sample. CONCLUSIONS 1. A confirmation soil sample (Bottom) was collected from the soils below the UST as part of this Closure assessment. Laboratory analysis of the sample did not detect adsorb-phase target petroleum constituents above their respective FDEP SCTLs. 2. Soil vapor screening by FID-OVA yielded no organic vapor responses in soils around UST in excess of 10 ppm. • AllirParaitikarlit1 610111)&Steed,' TIM . 3. No groundwater was exposed during the excavation and removal of the UST. No odors or staining was noted in the soils around the UST. Subsequent to backfill of the tank field following removal of the UST, AWSE installed a temporary monitor (MW-1) well in a location in the center of the tank. Laboratory analysis of groundwater samples from MW-1 did not yield dissolved-phase target petroleum constituents above their respective FDEP SCTLs. Based on the information gathered during the removal of the UST, it appears that soils surrounding the tank are not impacted above current FDEP SCTLs by the previous storage and transfer of petroleum products as indicated by the soil analytical data. Groundwater analytical data collected from the tank pit did not yield dissolved-phase target petroleum constituents above FDEP GCTLs. AWSE, Inc. warrants the environmental services performed were conducted in a competent and professional manner in accordance with sound consulting practices pursuant to certification by the State of Florida to provide engineering services (Certificate of Authorization No. 9904)and in accordance with procedures stated in FDEP's SOP-001/01 FS 220. The site conditions specifically addressed and described in this report represent existing conditions encountered during AWSE's investigations. AWSE, Inc. cannot warrant site conditions other than which are specifically addressed and described in this report. AWSE, Inc. hereby certifies that the information contained within this report is true and accurate to the best of its corporate knowledge within the limits of the proposed scope of services. If you have any questions, or require additional information, please contact Curtis Dokken at(561) 282-8434. Sincerely, AIR,WATER& SOIL ENGINEERING,INC. f I 7—Curtis L.Dokken,P.E. # 51350 -Expiratio t: 2128/2017 3304 Pebble Beach Dr. Lake-Worth,FL 33467 (561)282-8434 FIGURES L g htw Via_ it �� ,� z.:. ,,,- �� : N Wig' i:-:'-',--'-'•-•• .-:'---." e11 [-.,c-,,,(-tl i1'li � f£ ti Cl � ` Z mrr INIIm Q Cl) v I Ja) �yptevs Dr I- 7 (.--1', U) j _af,> _aJrys1iaag v 3Av-JawUtuns--- a tb C�psEs - ad - Venus Ave _-- a = L v. v. ce - Pi4 )ioowyeas ,_ in 7-- r ( i ,> i t, d m 4. Li- _ Rd 3 ui laded.) k s ' mo4ytid .131Q al. L 1315dpyD 'o- o 4` ae = W o, c co ci o- Z.TeH c -� a co xi b h LP .4b I Jo uuiwsei y Point z. 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Lithology/Comments Location (ft.bls) (ppm) (Methane),(ppm) (ppm) 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-1 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-2 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand 9/11/2018 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-3 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-4 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand B 7 <1 NRT <1 white quartz sand 8 <1 NRT <1 White qtz.sand,Conf.Sample Bottom Notes: All screening performed using Foxboro Model 128 STD Organic Vapor Analyzer ft.bls-Feet Below Land Surface ppm-Parts Per Million *-Discernable Petroleum Odors detected in soils <1-Less Than 1 ppm or No Response TABLE 2: SOIL ANALYTICAL SUMMARY Royal Tequesta,LLC 746 N US Highway 1 Tequesta,FL 33469 FDEP Fac.#9816491 Sample Identification Bottom OVA Screening Sample Depth 8 Corresponding Net OVA Response(ppm) Detected Parameter Reported Unit SCTL Effective/Sampling Date 04/17/05 09/11/18 EPA Method 8260 Benzene mg/kg 0.007 0.0001U Toluene mg/kg 0.5 0.00020 Et ylbenzene mg/kg 0.6 0.00020 Xylenes,Total mg/kg 0.2 0.00020 MTBE mg/kg 0.09 0.00029 FL PRO TRPH I mg/kg I 340 I I 37.7 EPA Method 8270 Acenaphthene mg/kg 2.1 0.02U Acenaphthylene mg/hg 27 0.04 U Antivacene mg/kg 2500 0.02 U Benzo(a)anthracene mg/kg 0.8 0.04 U Benzo(a)pyrene mg/kg 0.1 0.05 U Benzo(b)Buoramhene mg/kg 2.4 0.04 U Benzo(g,h,iperyiene nig/kg 2500 0.06 U Benzo(k)fluoramhene mg/kg 24 0.02 U Chrysene mg/kg 77 0.02U Dibenz(a,h)antvacene mg/kg 0.7 0.08 U Fluorantlene mg/kg 1200 0.03 U Fluorene mg/kg 160 0.030 Indono(1,2,3-cd)pyrene mg/kg '6.6 0.04 U 1-Methylnaphthalene mg/g 3.1 0.01U 2-Methylnaph0kalene mg/kg 8.5 0.020 Naphthalene mg/kg 1.2 0.020 Phenanthrene mg/kg 250 0.010 Pyrene mg/kg 880 0.02U NOTES: his=Below Lard Surface OVA Response=Organic Vapor Analyzer Response expressed as pans per million(ppm) SCTLs=FDEP-Soil Cleanup Target Levels for Leachability based on Oromdwater Criteria established in 62-777 FAC.(effective Api 17,2005) MTBE=Methyl Tertiary Butyl Ether TRPH=Total Recoverable Petroleum Hydrocarbons BOLD=Analytical result with bold values indicates constituent was above the FDEP Soil Cleanup Target Level(SCTL) 0.00020=Analytical result with V indicates constituent was below laboratory minium Method Detection Limits(MDLs) mg/kg=milligrams per kilogrem(ppm) TABLE 3: GROUNDWATER ANALYTICAL SUMMARY (Tank Closure) Royal Tequesta, LLC 746 N US Highway 1 Tequesta, Florida 33469 FDEP ID#9816491 Well Location/Sample Identification Bottom Sample Collection Depth Effective Sampling Date 09/16/18 Analytical Parameters Reported GCTL NADC Units 04/17/05 04/17/05 EPA Method 8260:BTEX+MTBE Benzene ug/L 1 100 0.640U Toluene ug/L 40 400 0.660U _ Ethylbenzene ug/L 30 300 0.730U Xylenes,Total ug/L 20 200 0.870U MTBE ug/L 20 200 0.530U FL PRO:TRPH TRPH I mg/L I 5 I 50 II 0.300 I I I I I EPA Method 8270:PAHs Acenaphthene ug/L 20 2000 0.188U Acenaphthylene ug/L 210 21000 0.393U Anthracene ug/L 2100 210000 0.01000 i Benzo(a)anthracene ug/L 0.05 5 0.200U Benzo(a)pyrene ug/L 0.2 20 0.200U Benzo(b)fluoranthene ug/L 0.05 5 0.0500U Benzo(g,h,i)perylene ug/L 210 21000 0.341U Benzo(k)fluoranthene ug/L 0.5 50 0.500U Chrysene ug/L 4.8 480 0.169U Dibenz(a,h)anthracene ug/L 0.005 0.5 0.0050U Fluoranthene ug/L 280 28000 0.01000 Fluorene ug/L 280 28000 0.217U Indeno(1,2,3-cd)pyrene ug/L 0.05 5 0.0500U 1-Methylnaphthalene ug/L 28 280 0.285U 2-Methylnaphthalene ug/L 28 280 0.288U Naphthalene ug/L 14 140 0.147U Phenanthrene ug/L 210 21000 0.215U Pyrene ug/L 210 21000 0.409U o NOTES: GCTLs=FDEP-Groundwater Cleanup Target Levels established in Chapter 62-777 F.A.C.,Table I(effective April 17,2005) MDLs=Detected Analyte is below the Laboratory Minimum Method Detection Limits NDS=Not Depth Specific MTBE=Methyl Tertiary Butyl Ether TRPH=Total Recoverable Petroleum Hydrocarbons 0.64U=Analytical result with"U"indicates constituent was below laboratory minimum Method Detection Limits(MDLs) 0.11=Analytical result with"I"indicates constituent was between the laboratory Minimum Detection Limit and the Practical Quantification Limit ug/L=micrograms per Liter, parts per billion(ppb) mg/L=milligrams per Liter,parts per million(ppm) JEE=Analysis Conducted by subcontracted laboratory Table&ALL 1 o,, ATTACHMENT A REGULATORY COORESPONDENCE ,a pepart,be Florida Department of Environmental Protection Twin Towers Office Bldg.2600 Blair Stone Road,Tallahassee, Florida, 32399-2400 Division of Waste Management Petroleum Storage Systems o o Storage Tank Facility Closure Site Inspection Report , Ptental 0t Facility Information: Facility ID: 9816491 County: PALM BEACH Inspection Date: 09/11/2018 Facility Type: A-Retail Station Facility Name: ROYAL TEQUESTA LLC #of Inspected ASTs: 0 746 N US HWY 1 USTs: 1 TEQUESTA, FL 33469 Mineral Acid Tanks: 0 Latitude: 26°58'7.312" Longitude: 80°5' 17.1218" LL Method: DPHO Inspection Result: Result: In Compliance Signatures: TKPBEM -PALM BEACH CNTY ENVIRONMENTAL RESOURCES MGMT(561)233-2400 Storage Tank Program Office and Phone Number Marilyn X Coppola Curtis Dokken Inspector Name Representative Name 1 c .„. adlychd Inspector Signature Representative Signature Principal Inspector Contractor PALM BEACH CNTY ENVIRONMENTAL Air Water&Soil Engineering, Inc. RESOURCES MGMT Owners of UST facilities are reminded that the Federal Energy Policy Act of 2005 and 40 CFR 280 Subpart J, requires Operator Training at all facilities by October 13,2018. For further information please visit: https://floridadep.gov/waste/permitting-compliance-assistance/content/underground-storage-tank-operator-training Financial Responsibility: Financial Responsibility: NONE Insurance Carrier: Effective Date: 01/01/2018 Expiration Date: 12/31/2018 Activity Opened 09/12/2018 Page 1 of 5 Marilyn X Coppola Facility ID: 9816491 Site Visit Comments 09/11/2018 09/11/15 INSPECTION TYPE — UST Closure SITE OBSERVATIONS: -Onsite at 11:00 am for an Underground Storage Tank(UST) Closure Inspection. CONTRACTOR: -Air, Water& Soil Engineering, Inc. [curt@awseng.com]. ENVIRONMENTAL CONSULTANT: -Air, Water& Soil Engineering, Inc. -Contact: Curtis Dokken, P.E., B.C., P.S.S.0 (561-282-8434 or curt@awseng.com). -Curtis Dokken was onsite during inspection. One (1) UST was running East/West and Mr. Dokken stated a soil sample was taken from the excavation site. -A Tank Closure Assessment Report(TCAR) must be submitted to Palm Beach County Department of Environmental Resources Management(ERM)within 60 days. Include tank and cleanout disposal manifests. UST INFORMATION: -(1) 5000 gallon improperly abandoned single wall steel UST was discovered and found empty. The UST was excavated and placed it intact on visqueen prior to my arrival. -STCM Tank#1 -Mr. Dokken stated the UST was found clean and dry and dry ice was used to remove vapors. The dry icing was done by Air, Water& Soil Engineering, Inc. -Surface corrosion observed, but no obvious holes/integrity problems observed. -The UST was located on the west side of U.S. HWY 1 an1/8th of a mile south of County Line Road in Tequesta, Fl. PIPING: -No product piping was observed or reported by Mr. Dokken. UST EXCAVATION -No obvious petroleum staining, odors, or free product observed in the UST excavation site. -The excavation site was native sandy soils. -Groundwater was not observed in the tank pit. COMMENTS: An updated Storage Tank Registration Form was emailed to Tallahassee. Inspection Photos Activity Opened 09/12/2018 Page 2 of 5 Marilyn X Coppola Facility ID: 9816491 Added Date 09/12/2018 Added Date 09/12/2018 Tank • Tank • IL i � = S�` tom!+ , '1h� ^14.1, l is a - 1 ' t n i*, o 1 3 as ' ; .. ._ tom,, Added Date 09/12/2018 Added Date 09/12/2018 Excavation Site Excavation site 1 ; . 'r g � *. y � I,eF dy. a E a x A.i'd` N. _ •f1 j� • b ir. • E 4.,,i2',"1, ;4 3.� H +� {� • '- S� �:� i, a ^ r. s SY td�s tom` s * t17, t ; c ,` ;,' Activity Opened 09/12/2018 Page 3 of 5 Marilyn X Coppola Facility ID: 9816491 Added Date 09/12/2018 Added Date 09/12/2018 Tank Disposal Receipt Signature $(( _.�o� , PETROLEUM STORAGE TANK COMPLIANCE INSPECTION f�2§. R A -rSgy<y,.GW6g.y PALM SEACN COUNTY DEPT OF ENVWMMEMTA RE$OORCESl MT. S �`^- 3 s INSPECTORS.INSPECIION REPRESENTATPIE SIONATUIES COMRRYRIGA o1 S>;b tis -. PETROLEUM STORAGE TANK GOIPUANCE INSPECTION WAS PERPoRIE6 :I I >y� a-e .WEDDRNNE K NTA,NENAME W sass $ (t1Re, . l, Car-I;S part. I "Saga = ��j`���NENRK..E $ of S 's s6Prs xpin�etIrs4b- K alLi� =co VA E 4. "-if. P YLLL., ¢ E yr3E aQ• =� 599 734-T3L4 US-Oil I •+11t• - ES F $ 4i ! E67og=ag mv -Tu,.,ls f�.n�inacJ, o_x�(=gfll�lY • z f.-7. �, i ...=„ y a i titti iigl e�'� ... i :ii! � dPi _ y 2g E��ql �4 9Am= M i a e t`"'S it v g a 6wor Added Date 09/12/2018 Added Date 09/12/2018 Contractor Removal Form Site Map gpErbnHN of I' - .. �, ..,. , 4 Er r fRNNProtection k/'t yi` Pt ....,...r.�7A tie �A. 5>-98iF_yY! .VTs l a'.K',_` '.4 "*"..—..,,.=--_ p,s.• [I1.1+.E�^s�r • �1,-cam. F',°` mkt ,tTr'rrr 6 . t 1 je l A,e 1.17r}S,.Y4..m41 r PC Cla L7F7 t /_„:1,412a---Gq-II i1? Activity Opened 09/12/2018 Page 4 of 5 Marilyn X Coppola I Facility ID: 9816491 Added Date 09/12/2018 Site Map 't` -17 I` • s c i , ..e, , , , ,, , , , , ..._ ...,, ...„/„, . _ . .., III Activity Opened 09/12/2018 Page 5 of 5 Marilyn X Coppola ATTACHMENT B PHOTOGRAPHS ,/-ii,,,,. ':-..,:, _,..,..,-f.,.N.,....-0.-..,..-...:::::.-„,,.:: S ,;,.V1?-..+5A,- i _. OW. 119.4.;.-§,.eln-:-.. ._-_:-,--:—_.. .--- a-r,-_-,-___ 14r, , ,„i,_,,,,, -- kr;0....... - ... _ m • - _ _ _ UST Excavation Area September 10, 2018 a ,`. a -- J-' r 1 - #-zrt, � 4-4,,,,_ , fit � ' I ' ,- ,. its. .,- 4 pp .,cif;*. f' • • d g t:: UST Exposed September 10,2018 , AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Tequesta, Floida o G 9 I - A.Ax.. --•- F � _ �� /- _ li ~ • _ J1Kc - - 111141.1 * r UST Being Placed on Visquene. September 11, 2018_ i . f ... sr - r L. ,Kr, . ./ i s A • .. ... -. S3 - Kiii.. n r `- ars''" x� v t14 . iso 4,.. • r 3. 'It' — _ f UST Excavation September 11,2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone: 561-282-8434 Tequesta, Floida iiiiitiriiit'A t.:0/ .-- i ;',,), W a _ .• # i . tr f woe Bottom Soil Sample Location September 10, 2018 q ` x .t V / r • !` -r t` , •1r u4 i -u, f 4 is. . .. , r ,4_• UST Excavation September 11, 2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Tequesta, Floida Y ;M • u Temporary Well Installation September 14, 2018 are* ,, T R' , .Gi- Lcll) - _ _ we r q I ' rt a' zY lli Site Restoration September 14, 2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone: 561-282-8434 Tequesta, Floida ATTACHMENT C DRUM DISPOSAL MANIFEST Cliff Derry, Incorporated 449653 Environmental Services. FL 33316 IN CASE OF EMERGENCY P.O Bon 13079 Ft.LauderdaleCONTACT 3E@ 800-451-8346 1 800 899 7745 DISPATCH TICKET Manifest Doc #: 202753 1. Generator's US EPA ID No.: FLCESQG PO#: 2. Generator Site: 3. Bill To: ROYAL TEQUESTA LLC ROYAL TEQUESTA LLC 746 US HWY 1 746 US HWY 1 TEQUESTA FL33469 TEQUESTA FL,33469 Contact Name:PATRICK MCDERMOTT SOBY Conta,CDGLct PhoneAL@## 954 5AHOO.COM 57-5016 4. Generator Phone: 954-557-5016 Generator Contact: PATRICK MCDERMOTT 5. Transporter Name/Phone: 954-763-3390 6. Designated Facility/Phone: 800-899-7745 MIAMI PLANT Cliff Berry(DANIA) 3033 NW NORTH RIVER DRIVE MIAMI FL,33142 EPA ID#:FLR000083071 EPA ID#:FLD058560699 7. Description of Service/Instructions: CALL CURT AT 561-282-8434 2 HOURS IN ADVANCE AND MEET ON SITE PICK UP 3 DRUMS PETROLEUM CONTAMINATED SOILS FOR Department Location: FTL DISPOSAL Driver/Tech: Ti41 .1 Scheduled Date of Work. 0912712016 Scheduled Time: ------- -11 -14".""4" 8. Work Site Remarks: Me{hOd of Payment: CIA Time Le t yard( tart): ime •rrived •n ite: Time Left Site: Time Arrived At Yard (Sto •ate: 111 9. PROPER SHIPPING NAME/DESCRIPTION p) Date: HAZ ____---------------- ID. PKG. CONTAINERS CLASS # TOTAL a. "Non-Hazardous Solid, GP No. TYPE UNIT Petroleum Spirit)" (Sand-Soil-Grit and QTY Wt/vol 3 DM 165.00 G II III 10. SPECIAL HANDLING INSTRUCTIONS: 11. CERTIFICATION: This is to certify that the above named materials are properly classified,described.packaged,marked and labeled,and are in proper condition for transportation according to the applicable regulation of the Department of Transportation. I certify the materials decribed above on this manifest are not subiect to federal reaulations for reoortina wooer disposal of Hazardous Waste. TERMS 8 CONDITIONS: Customer agrees that work has been performed satisfactorily. Payment is due upon completion of services. Where CBI extends credit,a charge of 1-1/2%per month,18%per annum,will be added to balances unpaid 30 days after date of invoice. Collection costs and/or reasonable attorney's fees will be due in the event any collection process becomes necessary. This is not an invoice,but merely an estimate of charges. Applicable taxes,tariffs and fuel surcharges will be forwarded on invoice. Printed/Typed Name Signature IMonth I Day I Year 12. Transporter Acknowledgement of Receipt of Materials Printed/Typed Name Signature 1 Month I Day t Year 3. Facility Owner or Operator: Certification of receipt of materials covered by this manifest. f Printed/Typed Name Signature 1 Month I Day I Year ATTACHMENT D ANALYTICAL RESULTS & CHAIN OF CUSTODY • • Palm Beach Erwironmental 4. r � Laboratories Inc. `� 19I1•' . < ) Curt Dokken September 21,2018 Air,Water,&Soil Engineering,Inc. Lake Worth, FL 33467 (561)282-8434 LOG#: 0016833 Enclosed is the laboratory report for your project. All results meet the requirements of the NELAC standards. Please note the following: (1) The samples were received as stated on the chain of custody, correctly labeled and at the proper temperature unless otherwise noted. The results contained in this report relate only to the items tested or to the samples as received by the laboratory. (2) This report may not be reproduced except in full, without the written approval of the laboratory. Any anomalies are noted in the case narrative. (3) Results for all solid matrices are reported in dry weight unless otherwise noted. (4) Results for all liquid matrices are analyzed as received in the laboratory unless otherwise noted. (5) Samples are disposed of within 30 days of their receipt by the laboratory. (6) A statement of Qualifiers is available upon request. (7) Certain analyses are subcontracted to outside NELAC certified laboratories and are designated on your report. (8) Precision &Accuracy will be provided when clients require a measure of estimated uncertainty. (9) The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report Preliminary Data should not be used for regular purposes. Authorized signature(s) is provided on final report only Please contact me if you have any questions or concerns regarding this report. Sincerely, Cci Pamela Shore QA Officer EPA#FL01227 DOH# E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 1 of 4 Palm Beach Environmental r •f' Laboratories Ina. CERTIFICATE OF ANALYSIS Air,Water,&Soil Engineering,Inc. LOG#: 0016833 3304 Pebble Beach Drive COC#: 26581 Lake Worth,FL 33467 REPORTED: 9/21/2018 1:06:54PM ATTN: Curt Dokken PROJECT#: [none] PHONE: (561)282-8434 FAX: (561)433-8541 PROJECT: Tequesta UST Description: Bottom Lab ID: 0016833-01 Sampled:09/11/18 09:30 Matrix: Soil Sampled By: Curtis Dokken Received: 09/13/18 08:40 EPA 8020 List Extraction Analysis CAS# Parameter Results Q Units Method DF MDL POL Date Date Analyst 71-43-2 Benzene 0.0001 U mg/kg EPA 5035/8260C 1 0.0001 0.0007 09/17/18 09/17/18 DL 108-88-3 Toluene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 108-90-7 Chlorobenzene 0.0003 U mg/kg EPA 5035/8260C 1 0.0003 0.0007 09/17/18 09/17/18 DL 100-41-4 Ethylbenzene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 108-38-3/10 m,p-Xylene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 6-42-3 95-47-6 o-Xylene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 541-73-1 1,3-Dichlorobenzene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 106-46-7 1,4-Dichlorobenzene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 95-50-1 1,2-Dichlorobenzene 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 1634-04-4 MTBE 0.0002 U mg/kg EPA 5035/8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 0/0 Recovery Q %Recovery Limits 1868-53-7 Surrogate:Dibromofluoromethane 118°% Limit 70-130 2037-26-5 Surrogate:Toluene-d8 90.9% Limit 70-130 460-00-4 Surrogate:4-Bromofluorobenzene 96.6% Limit 75-125 EPA 8100 PAH List Extraction Analysis CAS# parameter Remit, Q Units Method DF MDL MI. pate Date Analyst 91-20-3 Naphthalene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.3 09/20/18 09/20/18 PLS 91-57-6 2-Methylnaphthalene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.3 09/20/18 09/20/18 PLS 90-12-0 1-Methylnaphthalene 0.01 U mg/kg dry EPA 3545/8270 1 0.01 0.3 09/20/18 09/20/18 PLS 208-96-8 Acenaphthylene 0.04 U mg/kg dry EPA 3545/8270 1 0.04 0.3 09/20/18 09/20/18 PLS 83-32-9 Acenaphthene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.3 09/20/18 09/20/18 PLS 86-73-7 Fluorene 0.03 U mg/kg dry EPA 3545/8270 1 0.03 0.3 09/20/18 09/20/18 PLS 85-01-8 Phenanthrene 0.01 U mg/kg dry EPA 3545/8270 1 0.01 0.3 09/20/18 09/20/18 PLS 120-12-7 Anthracene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.3 09/20/18 09/20/18 PLS 206-44-0 Fluoranthene 0.03 U mg/kg dry EPA 3545/8270 1 0.03 0.3 09/20/18 09/20/18 PLS 129-00-0 Pyrene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.3 09/20/18 09/20/18 PLS 56-55-3 Benzo[a]anthracene 0.04 U mg/kg dry EPA 3545/8270 1 0.04 0.04 09/20/18 09/20/18 PLS 218-01-9 Chrysene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.02 09/20/18 09/20/18 PLS 205-99-2 Benzo[b]fluoranthene 0.04 U mg/kg dry EPA 3545/8270 1 0.04 0.04 09/20/18 09/20/18 PLS 207-08-9 Benzo[k]fluoranthene 0.02 U mg/kg dry EPA 3545/8270 1 0.02 0.02 09/20/18 09/20/18 PLS 50-32-8 Benzo[a]pyrene 0.05 U mg/kg dry EPA 3545/8270 1 0.05 0.05 09/20/18 09/20/18 PLS 53-70-3 Dibenz[a,h]anthracene 0.08 U mg/kg dry EPA 3545/8270 1 0.08 0.08 09/20/18 09/20/18 PLS 193-39-5 Indeno[1,2,3-cd]pyrene 0.04 U mg/kg dry EPA 3545/8270 1 0.04 0.04 09/20/18 09/20/18 PLS EPA# FL01227 DOH#E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 2 of 4 Palm Beath Environmental 9r+ )� Laboratories lnC, t. 4 1 CERTIFICATE OF ANALYSIS Air,Water,&Soil Engineering,Inc. LOG#: 0016833 3304 Pebble Beach Drive COC#: 26581 Lake Worth,FL 33467 REPORTED: 9/21/2018 1:06:54PM ATTN: Curt Dokken PROJECT#: [none] PHONE: (561)282-8434 FAX: (561)433-8541 PROJECT: Tequesta UST Description: Bottom Lab ID: 0016833-01 Sampled:09/11/18 09:30 Matrix: Soil Sampled By: Curtis Dokken Received: 09/13/18 08:40 EPA 8100 PAH List Extraction Analysis CAS# Parameter Results Q Units Method DF MDL PQL Date Date Analyst 191-24-2 Benzo[g,h,i]perylene 0.06 U mg/kg dry EPA 3545/8270 1 0.06 0.3 09/20/18 09/20/18 PLS 0/0 Recovery Q %Recovery Limits NA Surrogate:Nitrobenzene-d5 111% Limit 47-131 321-60-8 Surrogate:2-Fluorobiphenyl 88.4% Limit 45-126 NA Surrogate:p-Terphenyl-d14 103% Limit 59-145 FLPRO Extraction Analysis CAS# Parameter Results Q Units Method DF MDL p_QL Date Date Analyst NA FLPRO Total 37.7 mg/kg dry EPA 3545/RO 1 0.0800 0.240 09/20/18 09/20/18 DL 0/0 Recovery Q %Recovery Limits 84-15-1 Surrogate:o-Terphenyl 86.6% Limit 70-130 7194-86-7 Surrogate:Nonatriacontane 85.4% Limit 42-193 Percent Dry Weight Extraction Analysis CAS# Parameter Results Q Units Method DF MDL POL Date Date Analyst NA a/o Solids 97.0 % Calculation 1 1.0 1.0 09/13/18 05/21/18 DM EPA#FL01227 DOH# E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 3 of 4 • - ► Palm Beach Environmental ii. Laboratories Inc. .45 14 ii Notes and Definitions U Undetected EPA#FL01227 DOH#E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409, phone: (561)689-6701,fax: (561)689-6702 Page 4 of 4 1 01 z, III I N I I f c v L I M I T ( I e 'O 00 S ? l J • 1 INN I 1 t1„) n iTl r; t Ln V :V' X _ �] `^^% O _ ' ` i• = Q-i — ti .„i .-� r-+ _ C. _ L $ 7 _. z k = P_ • r1 a J ♦ O v �1 n. rr f IiIIIuIIIII !u1I Z.1 Q - '' /1111' = d' rn cn . CA .-. ',z-, �� _ JII1IIUII ,-: 7 3 giiiiiiim 1-3, ,-• 1-9 Z ® sa'-,.atUL_T> d ■■■■■■■■■■ r 3 $-" 4r(1liflifliUll v v 110111�� N. ,8 .EF)7(1.) t•D • •- •-•:1 4 . .1:: tlUUIUU R --_-:'It'll ...71.::: 11 4 • J E a- ,z sJ �1 I I i I I vI ►: Palm Beach Environmental ``- rt Laboratories Inc. • 4 Curt Dokken September 24,2018 Air,Water,&Soil Engineering,Inc. Lake Worth, FL 33467 (561)282-8434 LOG#: 0016839 Enclosed is the laboratory report for your project. All results meet the requirements of the NELAC standards. Please note the following: (1) The samples were received as stated on the chain of custody, correctly labeled and at the proper temperature unless otherwise noted. The results contained in this report relate only to the items tested or to the samples as received by the laboratory. (2) This report may not be reproduced except in full, without the written approval of the laboratory. Any anomalies are noted in the case narrative. (3) Results for all solid matrices are reported in dry weight unless otherwise noted. (4) Results for all liquid matrices are analyzed as received in the laboratory unless otherwise noted. (5) Samples are disposed of within 30 days of their receipt by the laboratory. (6) A statement of Qualifiers is available upon request. (7) Certain analyses are subcontracted to outside NELAC certified laboratories and are designated on your report. (8) Precision &Accuracy will be provided when clients require a measure of estimated uncertainty. (9) The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report Preliminary Data should not be used for regular purposes. Authorized signature(s) is provided on final report only Please contact me if you have any questions or concerns regarding this report. Sincerely, o_ \-- Pamela Shore QA Officer EPA#FL01227 DOH# E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 1 of 4 Palm Beach Environmental . / --Jr Laboratories Inc. CERTIFICATE OF ANALYSIS Air,Water,&Soil Engineering,Inc. LOG#: 0016839 3304 Pebble Beach Drive COC#: 26649 Lake Worth,FL 33467 REPORTED: 9/24/2018 3:09:27PM ATTN: Curt Dokken PROJECT#: [none] PHONE: (561)282-8434 FAX: (561)433-8541 PROJECT: Royal Tequesta Description: TW-1 Lab ID: 0016839-01 Sampled:09/16/18 14:57 Matrix: Water Sampled By: Curtis Dokken Received: 09/17/18 09:03 EPA 8020 List Extraction Analysis CAS# Parameter Results Q Units Method DF MDL Q Date Date Analyst 71-43-2 Benzene 0.640 U ug/L EPA 8260C 1 0.640 1.00 09/17/18 09/18/18 DL 108-88-3 Toluene 0.660 U ug/L EPA 8260C 1 0.660 1.00 09/17/18 09/18/18 DL 108-90-7 Chlorobenzene 0.670 U ug/L EPA 8260C 1 0.670 1.00 09/17/18 09/18/18 DL 100-41-4 Ethylbenzene 0.730 U ug/L EPA 8260C 1 0.730 1.00 09/17/18 09/18/18 DL 108-38-3/10 m,p-Xylene 0.760 U ug/L EPA 8260C 1 0.760 1.00 09/17/18 09/18/18 DL 6-42-3 95-47-6 o-Xylene 0.870 U ug/L EPA 8260C 1 0.870 1.00 09/17/18 09/18/18 DL 541-73-1 1,3-Dichlorobenzene 0.310 U ug/L EPA 8260C 1 0.310 1.00 09/17/18 09/18/18 DL 106-46-7 1,4-Dichlorobenzene 0.310 U ug/L EPA 8260C 1 0.310 1.00 09/17/18 09/18/18 DL 95-50-1 1,2-Dichlorobenzene 0.510 U ug/L EPA 8260C 1 0.510 1.00 09/17/18 09/18/18 DL 1634-04-4 MTBE 0.530 U ug/L EPA 8260C 1 0.530 1.00 09/17/18 09/18/18 DL 0/0 Recovery Q %Recovery Limits 1868-53-7 Surrogate:Dibromofluoromethane 99.0% Limit 70-130 2037-26-5 Surrogate:Toluene-d8 103% Limit 70-130 460-00-4 Surrogate:4-Bromofluorobenzene 98.7% Limit 75-120 EPA 8100 PAH List Extraction Analysis CASA Parameter Results Q Units Method DF MDL POL Date Date Analyst 91-20-3 Naphthalene 0.147 U ug/L EPA 3510C/8270 1 0.147 10.0 09/17/18 09/17/18 PLS 91-57-6 2-Methylnaphthalene 0.288 U ug/L EPA 3510C/8270 1 0.288 10.0 09/17/18 09/17/18 PLS 90-12-0 1-Methylnaphthalene 0.285 U ug/L EPA 3510C/8270 1 0.285 10.0 09/17/18 09/17/18 PLS 208-96-8 Acenaphthylene 0.393 U ug/L EPA 3510C/8270 1 0.393 10.0 09/17/18 09/17/18 PLS 83-32-9 Acenaphthene 0.188 U ug/L EPA 3510C/8270 1 0.188 10.0 09/17/18 09/17/18 PLS 86-73-7 Fluorene 0.217 U ug/L EPA 3510C/8270 1 0.217 10.0 09/17/18 09/17/18 PLS 85-01-8 Phenanthrene 0.215 U ug/L EPA 3510C/8270 1 0.215 10.0 09/17/18 09/17/18 PLS 120-12-7 Anthracene 0.0100 U ug/L EPA 3510C/8270 1 0.0100 0.0300 09/17/18 09/17/18 PLS 206-44-0 Fluoranthene 0.0100 U ug/L EPA 3510C/8270 1 0.0100 0.0300 09/17/18 09/17/18 PLS 129-00-0 Pyrene 0.409 U ug/L EPA 35100/8270 1 0.409 10.0 09/17/18 09/17/18 PLS 56-55-3 Benzo[a]anthracene 0.0500 U ug/L EPA 3510C/8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS 218-01-9 Chrysene 0.169 U ug/L EPA 3510C/8270 1 0.169 0.200 09/17/18 09/17/18 PLS 205-99-2 Benzo[b]fluoranthene 0.0500 U ug/L EPA 3510C/8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS 207-08-9 Benzo[k]fluoranthene 0.500 U ug/L EPA 3510C/8270 1 0.500 0.500 09/17/18 09/17/18 PLS 50-32-8 Benzo[a]pyrene 0.200 U ug/L EPA 3510C/8270 1 0.200 0.200 09/17/18 09/17/18 PLS 53-70-3 Dibenz[a,h]anthracene 0.0050 U ug/L EPA 3510C/8270 1 0.0050 0.0500 09/17/18 09/17/18 PLS 193-39-5 Indeno[1,2,3-cd]pyrene 0.0500 U ug/L EPA 3510C/8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS EPA#FL01227 DOH#E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 2 of 4 • -._ Palm Beach Environmental Laboratories Inc. ..'II ii CERTIFICATE OF ANALYSIS Air,Water,&Soil Engineering,Inc. LOG#: 0016839 3304 Pebble Beach Drive COC#: 26649 Lake Worth,FL 33467 REPORTED: 9/24/2018 3:09:27PM ATTN: Curt Dokken PROJECT#: [none] PHONE: (561)282-8434 FAX: (561)433-8541 PROJECT: Royal Tequesta Description: TW-1 Lab ID: 0016839-01 Sampled:09/16/18 14:57 Matrix: Water Sampled By: Curtis Dokken Received: 09/17/18 09:03 EPA 8100 PAH List Extraction Analysis CAS# Parameter Results Q Units Method DF MDL PQL Date Date Analyst 191-24-2 Benzo[g,h,i)perylene 0.341 U ug/L EPA 3510C/8270 1 0.341 10.0 09/17/18 09/17/18 PLS 0/0 Recovery Q %Recovery Limits NA Surrogate:Nitrobenzene-d5 110% Limit 40-142 321-60-8 Surrogate:2-Fluorobiphenyl 95.5% Limit 45-126 NA Surrogate:p-Terphenyl-d14 117% Limit 55-165 EPA Method 8011 List Extraction Analysis CAS# Parameter Results Q Units Method DF MDL POL Date Date Analyst 106-93-4 1,2-Dibromoethane(EDB) 0.01090 JEE,U ug/L EPA 8260B 1 0.01090 0.03280 09/19/18 09/19/18 SL 96-12-8 1,2-Dibromo-3-Chloropropane 0.01790 JEE,U ug/L EPA 8260B 1 0.01790 0.05360 09/19/18 09/19/18 SL FLPRO Extraction Analysis CAS# Parameter Results Q Units Method DF MDL POL Date Date Analyst NA FLPRO Total 0.300 1 mg/L EPA 3510C/RO 1 0.040 0.500 09/17/18 09/17/18 DL 0/0 Recovery Q %Recovery Limits 84-15-1 Surrogate:o-Terphenyl 85.6% Limit 70-130 7194-86-7 Surrogate:Nonatriacontane 55.2% Limit 42-193 Metals by EPA 6000/7000 Series Methods Extraction Analysis CAS# Parameter Results Q Units Method DF MDL POL Date Date Analyst 7439-92-1 Lead 0.001 JEE,U mg/L EPA 6010 1 0.001 0.010 09/18/18 09/19/18 SL EPA#FL01227 DOH# E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax: (561)689-6702 Page 3 of 4 • Palm Bead Environmental Laboratories Inc. Notes and Definitions U Undetected I The reported value is between the laboratory Method Detection Limit&the laboratory Practical Quantitation Limit JEE Analysis performed by Florida Environmental Cert#E86006 1460 W McNabb Road Ft.Lauderdale FL 33309 EPA#FL01227 DOH# E86957 SFWMD#48141 PBC#VC0000018083 1550 Latham Road,Suite 2,West Palm Beach, FL 33409,phone: (561)689-6701,fax:(561)689-6702 Page 4 of 4 1 Q Td- IIIIIIII 01 tiliIO ,.., :-! ?, 1-- r., .2 0..., .'s r,-: ".-7, --: -S ...it s..J -:' 3 .. _ - CI +I I ,may f . .. v _ • r 0 C c cc y _1 0 . 4. 0T os a0 g ,,-- t..) 0 < 9-- ,-, )--4. 0100) ?fxr) '. — r A (-� 03J O a )10 :. p. c 0 G m U 4. U Li) Li Qart% YQA act aci fl ( K" ^ L-. *-4a. a s. m.3tuum,d k. 3 a lu.5lol�L. U AO v, .� .�-1sketI 1f�' paiaill� 1 co n ...,Y W 0 -,.-,---:.: .4- A ;'Z cs—J a It ,, .,.,,. g . . E -V, ? k, :__ ..,„ , , 4,„,- 5 :_,_ -.-, L .J' V V T 14--,...---.,..,, 4 (--.2-N,... , 6 C- -'' ') P ..tt p.-1........:1 IIR :J c I!,. ' i '.. *Z...< ° Q.,•.-, ! 4--, Ill r` v V = C V d -chU' � 1 I I I I 1 I I I !PA) ATTACHMENT E GROUNDWATER SAMPLING LOG Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: ri i -7- y LOCATION: -7f1.‘ 4/5r I T{ /tt• Fe 11/1/WELL NO: —, SAMPLE ID: TtAj-- / DATE; 4 -/‘-/ PURGING DATA b WELL TUBING 17/i / WELL SCREEN/ INTERVAL STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches): 1 DIAMETER(inches). DEPTH:l C) feet to feet TO WATER(feet):/5 r�� OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH - STATICLDEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) = ( 2f).V r7 feet- lc .57 D. a =X gallons/foob , 17 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING L GTH)+FLOW CELL VOLUME (only fill out N applicable) = gallons+( gatlons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING ,7 FINAL PUMP OR TUBING PURGING (/ PURGING N.5-7TOTAL VOLUME DEPTH IN WELL(feet): / DEPTH IN WELL(feet): 7INITIATED AT:/1..2) ENDED AT:j/• PURGED(gallons):7r CUMUL. DEPTH COND. DISSOLVED VOLUME VOLUME PURGE TO pH TEMP. (circle units) OXYGEN TURBIDITY COLOR ODOR TIME PURGED PURGED RATE WATER (standard (oC) pmhos/cm (circle units) (NTUs) (describe) (describe) m(gallons) (gallons) WPM) (feet) units) Qt US/cm %saturation /K`3' f 00 i 06 O. 110 K.51 4. i .r__ 317 '3. - 7 / c, ti twer ' 1. " 0v 0. 1" is .6.12 5- 35 ? _ Iya v frits( b 6d 2 6o D,/DD . /5.3.Y. x.70 .1-7-5'- 35Y •Yd /3. N do /q c7 p . 6 d 7.24 a Wo /5.0_ _‘.6_9 , -7.5- 31 y •;.36 ,F- ! or WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1.25"=0.06; 2"=0.16; 3"=0.37F- 4"=0.65; 5"=1.02; 8"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=O. 006. 116"-0.0014; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 PURGING EQUIPMENT CODES: B=Bailer, BP=Bladder Pump; ESP=Electric Submersible Pump; 6,p. Peristaltic Pump; 0=Other(Specify) SAMPLING DATA PLED BY P INT)/AFFI TION: 0 •. R(S) s •TU: (S: SAMPLING SAMPLING // / .---- INITIATED AT: ENDED AT: (5 / '' r P 414/E. �- MP OR TUBING TUBING FIELD-FILTERED: Y FILTER SIZE: µm DEPTH IN WELL(feet): MATERIAL CODE: Filtration Equipment Type: FIELD DECONTAMINATION: PUMP Y TUBING Y DUPLICATE: Y N - SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE PUMP SAMPLE tt MATERIAL PRESERVATIVE TOTAL VOL FINAL ANALYSIS AND/OR EQUIPMENT FLOW RATE VOLUME METHOD CODE (mL per minute) ID CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH -rb.)-) i bicc_ 4,( ' V()4-- F 5-03 6o. /O Au f % - COS A f for) li F -29U14.4 O - 4V /Pep .440P 1z)v I . 4 6 (L .. tk . �,. - 'A f�) REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING EQUIPMENT CODES: APP=After Peristaltic Pump; B=Bailer, BP=Bladder Pump; ESP=Electric Submersible Pump; RFPP=Reverse Flow Peristaltic Pump; 8M=Straw Method(Tubing Gravity Drain); 0=Other(Specify) NOTES: 1. The above do not constitute all of the Information required by Chapter 62-160,F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 221_2 SECTION 3) pH:±0.2 units Temperature:±0,2°C Specific Conductance: +5% Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mgFL or±10%(whichever is greater) Turbidity:all readings<20 NTU;optionally±5 NTLI or±10%(whichever is greater) Revision Date: February 12,.2009 a Stormwater Management Report For The Reserve At Tequesta Tequesta, Florida 03-08-2019 05-08-2019 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter,Florida 33458 Tel: (561) 575-6030 Fax: (561ug ally $ isigned by Jeff H Iravani INC PE License No. 33155 DN:C=US, Jeff H Iravani INC PE LicenseNo.33155 E=JI11@I)ellsouth.net, O=Jeff H.Iravani INC, CN=Jeff H Iravani INC PE License No.33155 Date:2019.08.14 09:45:59-04'00' Jeff H. Iravani,P.E. Florida Registration #33155 COA#6986 e till The Reserve at Tequesta Stormwater Management Report 5-08-19 Introduction The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed drainage system consists of exfiltration trenches with a dry detention area. The drainage positive outfall shall be provided by a bubble up inlet near US HWY-1. Section 30,Township 40S, Range 43E, Village of Tequesta, Palm Beach County,Florida Site Data Item Proposed Percentage (Acres) Project area 6.03 100% Building area 1.89 31.3% Pavement& SW 2.20 36.5% Total Impervious 4.09 67.8% Pervious 1.94 32.2% Water Quality V(Req,VOT) =(5yr-ldy) x %imp x A= 6.45"/12 x 67.8% imp x6.03 ac=2.2 A-F Vprop=2.51 A-F @ EL 16.0 see stage/storage data 5yr-24hr storm peak stage 14.29 FT,NAVD Min Pavt EL 15.0 FT 25yr-72hr storm peak stage 16.82 FT Min perim berm EL 16.9 FT 100yr-72hr storm peak stage 18.74 FT F.F.EL 19.0 FT Water Table The water table is minimum of 15 ft below surface below the surface. HWT of 3.5 FT,NAVD is assumed 2 Page 11111 The Reserve at Tequesta Stormwater Management Report 5-08-19 Utilities Village of Tequesta& Loxahatchee River Environmental Control District will be providing water&wastewater services to this project. Off-site Drainage There is no off-site Discharge into this parcel. Wetlands There is no wetland on this parcel. Pre/Post Dev-Development Q (PRE) =CIA Where; C=0.3 I=I max 25yr-3days =I 60.50hr- I 59.5hr= 10.41-6.49= 3.92 IN A=6.03 ac Q(PRE, 25yr-3day) =0.3 x 6.03 ac x 3.92"= 7.09 cfs Q (PRO, 25yr-3day) = 1.68 CFS (see drainage calc's) Irrigation Groundwater shall be used for irrigation purposes. 3 Page • la_ _ The Reserve at Tequesta Stormwater Management Report 5-08-19 Exfiltration System Varibles #s — TYPICAL EXFILTRATION TRENCH Length Req'd(L)= 354.0909 ' Storage ac-in(V)= _27.12 /9'i////,\N„ \\,,,a,,,,\\\\\\\\\ base Depth to WT(H2)= 3I- -N select backfill 12 ochres bepdu Width of Trench(W)= 7 unsaturated •a.r-vet gncees Grovel Sat depth(Ds)= 0 'H2 trench depth •� •' 6 inches p,ce`ter Hydraulic Cond(K)= 2.46E-03 D° m• ...___- Un5atdepth(Du)= 3.5j a' Pedalled Y :_ �. 1 pipe diameter 13u2= 12.251 -- D :. coarse todc�: 12 inclws owe bid mininsan T _--- k trentt,width oi I__ #2 L= V Volume proposed(ac-in) 38.29525 K(H2W+2H2D„—Da2+2H2Ds)+(1.39 X 104)WD„ (Prposed)Length 500 depth(H2) 3 — L=Length of Trench Required(feet) Width 7 Sat Depth Q5 0 V=Volume Treated(acre—inches) Hydraulic K 2.46E-03 W=Trench Width(feet) Unsat Depth Du 3.5 K=Hydraulic Conductivity(ctslR.2—ft.head) 'H2=Depth to Water Table(feet) D„=Non-Saturated Trench Depth(feet) Da=Saturated Trench Depth(feet) 4 Page __ ___ 12 The Reserve at Tequesta Stormwater Management Report 5-08-19 Exhibit A '‘. >, ---1 ) , A ,...,„1.,.. -4.: 1 1 i ,I ,e ( ,, ,t,, _...4.00 a, i 1°= 9 ID o ~fir0 0 si r • 444: • - %, 0 g 0 r "sei,4, fi,_.d. h 44 ` Y yy�� fit, �p stw sr 1 \ / • \it phe Reserve at Tequestaii, , \ ,itfr' :''' AO :‘ ' qi, ' . ‘ .,. IA lit lit ,.. r. ,. .,.,06,,p5,-,:,---„ ` ,inn+,._ ,�' : i , 00��tl..N s. sit ;‘, i Ni. a ♦ ' , ' # ' ` as ;IC _ . . O . <.da - G Y sT .r 5 (Page 11111 S. F.W.M.D. INPUT DATA PROJECT NUMBER : 1274 PROJECT NAME : The Reserve at Tequesta PROJECT DESCRIPTION : Residential COMPONENT AREAS : 6 Component Type Starting Ending No. Name % Impervious Storage Elev. Area Elev. Area 1 . Dry Det 0 L 14 . 00 ft . 0 . 00 ac. 19 . 00 ft . 0 . 06 ac . 2 . Exfiltration 100 L 16 . 00 ft . 0 . 00 ac . 16 . 50 ft . 0 . 00 ac . 3 . Building 100 N 19 . 00 ft . 1 . 90 ac. N/A N/A 4 . Pavt 100 L 14 . 30 ft . 0 . 00 ac . 23 . 10 ft . 1 . 33 ac. 5 . dwy 100 L 18 . 90 ft . 0 . 00 ac. 23 . 50 ft . 0 . 86 ac. 6 . Pervious 0 L 14 . 30 ft . 0 . 00 ac . 23 . 50 ft . 1 . 88 ac . WET SEASON WATER TABLE 3 . 50 ft 3 YR. /24 HR. RAINFALL 5 . 30 in 5 YR. /24 HR. RAINFALL 6 . 50 in 10 YR. /24 HR. RAINFALL 7 . 50 in 25 YR. /24 HR. RAINFALL 9 . 57 in 100 YR./24 HR. RAINFALL 11 . 77 in DISCHARGE CANAL NAME US-1 MAX ALLOWABLE DISCHARGE 6 . 60 cfs LENGTH OF DISCHARGE PIPE 18 . 00 ft DIAMETER OF DISCHARGE PIPE 18 . 00 in 1 N-VALUE OF DISCHARGE PIPE 0 . 0130 WEIR CREST ELEVATION 16 . 50 ft WEIR WIDTH 3 . 00 ft ORIFICE ELEVATION 0 . 00 ft ORIFICE HEIGHT 0 . 001 ft ORIFICE WIDTH 0 . 001 ft EXFILTRATION STORAGE 3 . 00 ac ft EXFILTRATION TRENCH DEPTH 6 . 00 ft The Reserve at Tequesta STORAGE DATA Dry Det = 0 . 06 ACRES @ 0% IMPERVIOUS = 0 . 00 ACRES Exfiltration = 0 . 00 ACRES @ 100% IMPERVIOUS = 0 . 00 ACRES Building = 1 . 90 ACRES @ 100% IMPERVIOUS = 1 . 90 ACRES Pavt = 1 . 33 ACRES @ 100% IMPERVIOUS = 1 . 33 ACRES dwy = 0 . 86 ACRES @ 100% IMPERVIOUS = 0 . 86 ACRES Pervious = 1 . 88 ACRES @ 0% IMPERVIOUS = 0 . 00 ACRES TOTAL PROJECT = 6 . 03 ACRES @ 68% IMPERVIOUS = 4 . 09 ACRES IMPERVIOUS AREA = 4 . 09 ACRES PERVIOUS AREA = PROJECT AREA - IMPERVIOUS AREA 1 . 94 = 6 . 03 - 4 . 09 AVERAGE PROJECT ELEVATION = 19 . 22 FT. WET SEASON WATER TABLE ELEVATION AT 3 . 50 FT. SUBSURFACE STORAGE: OVERALL DEPTH = 19 .22 - 3 . 50 = 15 . 72 FT. FROM S .F.W.M.D. BASIS OF REVIEW : USABLE STORAGE = 10 . 9 IN. VOLUME = (10 .9/12) ( 1 . 94 AC. ) (0 . 75) = 1 .32 AC. FT. INITIAL ABSTRACTION (S) = 1 . 32 / 6 . 03 = 0 .219 FT. = 2 . 63 IN. . . The Reserve at Tequesta STORAGE DATA STAGE LAKE STORAGE EXFILTRATION STORAGE SURFACE STORAGE TOTAL FT. AC. FT. AC. FT. AC. FT. AC. FT. 3 .50 0 .00 0 . 00 0 . 00 0 . 00 4 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 .50 0 . 00 0 . 00 0 . 00 0 . 00 5 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 .50 0 . 00 0 . 00 0 . 00 0 . 00 6 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 . 50 0 .00 0 . 00 0 . 00 0 . 00 7 . 00 0 . 00 0 . 00 0 . 00 0 . 00 7. 50 0 . 00 0 . 00 0 . 00 0 . 00 8 .00 0 . 00 0 . 00 0 . 00 0 . 00 8 . 50 0 . 00 0 . 00 0 . 00 0 . 00 9. 00 0 . 00 0 . 00 0 . 00 0 . 00 9. 50 0 . 00 0 . 00 0 . 00 0 . 00 10. 00 0 . 00 0 . 00 0 . 00 0. 00 10 .50 0 . 00 0 .25 0 . 00 0 .25 11 . 00 0 . 00 0 . 50 0. 00 0 . 50 11. 50 0 . 00 0 . 75 0 . 00 0 . 75 12 . 00 0 . 00 1 . 00 0 . 00 1 . 00 12 . 50 0 . 00 1 .25 0 . 00 1 .25 13 . 00 0 . 00 1 . 50 0 . 00 1. 50 13 .50 0 . 00 1 . 75 0 . 00 1 . 75 14 . 00 0 . 00 2 . 00 0 . 00 2 . 00 14 . 50 0 .02 2 . 25 0 . 01 2 . 26 15. 00 0 . 03 2 . 50 0 . 06 2 . 59 15 .50 0 . 05 2 . 75 0 .22 3 . 02 16 . 00 0 . 06 3 . 00 0 .48 3 . 54 16.50 0 . 07 3 . 00 0 . 82 3 . 90 17 . 00 0 . 09 3 . 00 1 .26 4 . 35 17 . 50 0 . 11 3 . 00 1 . 79 4 . 89 18 . 00 0 . 12 3 . 00 2 . 41 5 . 53 18 . 50 0 . 13 3 . 00 3 . 12 6 . 26 19. 00 0 . 15 3 . 00 3 . 93 7 . 08 19 . 50 0 . 18 3 . 00 4 . 84 8 . 02 SEE STAGE / STORAGE CURVE 100 YEAR FLOOD PLAIN : 24 HR. RAINFALL = 11 . 8 IN. --- 3 DAY RAINFALL = (11 .8) (1 .359) = 16 . 0 IN. (16. 0 - ( . 2) (2 .63) ) ^2 RUNOFF = = 13 .2 IN. 16 . 0 + ( . 8) (2 . 63) VOLUME IN = ( 13 .2/12) ( 6 . 0) = 6 .6 AC. FT. FROM STAGE / STORAGE CURVE --- FLOOD STAGE = 18 . 74 FT. MINIMUM BUILDING PAD AT ELEVATION 19. 00 FT. 11111 The Reserve at Tequesta 5 YEAR 24 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE hrs . hrs. o in. in. ac . ft . cfs ac. ft . ac. ft . ac. ft . ft . 0 . 00 0. 00 0 . 000 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 14 . 00 10 . 00 10. 00 0 .213 1 .38 0 .21 0 . 11 0 . 00 0 . 00 0 . 00 0. 11 14 . 00 1 . 00 11 . 00 0 .269 1 . 75 0 .39 0 . 20 0 . 00 0 . 00 0 . 00 0. 19 14 . 00 0 . 50 11.50 0 .319 2 . 07 0 .57 0.29 0 . 00 0 . 00 0 . 00 0.29 14 . 00 0 .25 11 . 75 0 .479 3 . 11 1 .28 0. 64 0 . 00 0 . 00 0 . 00 0. 64 14 . 00 0 .25 12 . 00 0 . 656 4 .26 2 .19 1 . 10 0 . 00 0 . 00 0 . 00 1 . 10 14 . 00 0 .50 12 .50 0 . 729 4 . 74 2 . 59 1 . 30 0 . 00 0 . 00 0 . 00 1 . 30 14 . 01 0 . 50 13 . 00 0 . 767 4 . 99 2 .81 1 .41 0. 00 0 . 00 0 . 00 1 .41 14 . 01 1. 00 14 . 00 0 . 818 5 . 32 3 . 09 1 .55 0 . 00 0 . 00 0 . 00 1. 55 14 . 01 10 . 00 24 . 00 1 . 000 6 . 50 4 . 15 2 . 08 0 . 00 0 . 00 0 . 00 2 . 08 14 .29 PEAK STAGE = 14 .29 FT. PEAK DISCHARGE = 0 . 00 CFS MAXIMUM ALLOWABLE DISCHARGE = 6 . 60 CFS WEIR CREST ELEVATION = 16 . 50 FT. WEIR WIDTH = 3 . 00 FT. 1111) The Reserve at Tequesta 25 YEAR 72 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE hrs . hrs . % in. in. ac. ft . cfs ac. ft . ac . ft . ac. ft . ft . 0 . 00 0 . 00 0 . 000 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 14 . 00 5 . 00 5 . 00 0. 030 0 .29 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 14 . 00 5 . 00 10. 00 0 . 061 0 . 58 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 14 . 00 5 . 00 15. 00 0 . 091 0 . 87 0 . 04 0 . 02 0 . 00 0 . 00 0 . 00 0 . 02 14 . 00 5 . 00 20 . 00 0 . 122 1 . 17 0 . 13 0 . 06 0 . 00 0 . 00 0 . 00 0 . 06 14 . 00 4 . 00 24 . 00 0 . 146 1 .40 0 .22 0 . 11 0 . 00 0 . 00 0 . 00 0 . 11 14 . 00 4 . 00 28 . 00 0 . 182 1 . 74 0 . 38 0 . 19 0 . 00 0 . 00 0 . 00 0. 19 14 . 00 4 . 00 32 . 00 0 .217 2 . 08 0 . 58 0 .29 0 . 00 0 . 00 0 . 00 0 . 29 14 . 00 4 . 00 36 . 00 0 .257 2 . 46 0 . 82 0 .41 0 . 00 0 . 00 0 . 00 0 .41 14 . 00 4 . 00 40 . 00 0 .288 2 . 76 1 . 02 0 . 51 0 . 00 0 . 00 0 . 00 0 . 51 14 . 00 4 . 00 44 . 00 0 .324 3 . 10 1 . 27 0 . 64 0 . 00 0 . 00 0 . 00 0 . 64 14 . 00 4 . 00 48 . 00 0 . 359 3 .44 1 . 53 0 . 77 0 . 00 0 . 00 0 . 00 0 . 77 14 . 00 4 . 00 52 . 00 0 .404 3 . 87 1 . 87 0 . 94 0 . 00 0 . 00 0 . 00 0 .94 14 . 00 4 . 00 56. 00 0 . 496 4 . 75 2 . 60 1 . 31 0 . 00 0 . 00 0 . 00 1.31 14 . 01 2 . 00 58 . 00 0 . 572 5 .47 3 . 23 1 . 62 0 . 00 0 . 00 0 . 00 1. 62 14 . 01 1 . 00 59 . 00 0 . 628 6 . 01 3 . 71 1 . 86 0 . 00 0 . 00 0 . 00 1 . 86 14 . 01 0 . 50 59. 50 0. 678 6 . 49 4 . 14 2 . 08 0 . 00 0 . 00 0 . 00 2 . 08 14 .29 0 .25 59. 75 0 . 847 8 . 11 5 . 63 2 . 83 0 . 00 0 . 00 0 . 00 2 . 83 15 .27 0 .25 60 . 00 1 . 015 9 . 71 7 . 14 3 . 59 0 . 00 0 . 00 0 . 00 3 . 59 16 . 05 0 . 50 60 . 50 1 . 088 10 .41 7 . 81 3 . 92 0 . 00 0 . 00 0 . 00 3 . 92 16 .46 0 .50 61 . 00 1 . 126 10 .78 8 . 16 4 . 10 0 . 51 0 . 04 0 . 01 4 . 09 16 . 64 1 . 00 62 . 00 1 . 177 11 .26 8 . 63 4 . 34 1 . 57 0 . 13 0 . 10 4 . 24 16 . 80 1 . 00 63 . 00 1 .209 11 . 57 8 . 92 4 .48 1 . 68 0 . 14 0 . 23 4 .25 16 . 82 1 . 00 64 . 00 1 .239 11 . 86 9 . 20 4 . 62 1 . 68 0 . 14 0 . 37 4 .25 16 . 82 1 . 00 65 . 00 1 .257 12 . 03 9. 36 4 . 71 1 . 35 0 . 11 0 . 50 4 .21 16 . 77 1 . 00 66 . 00 1 . 275 12 .20 9 . 53 4 . 79 1 . 19 0 . 10 0 . 60 4 . 19 16 . 75 6 . 00 72 . 00 1 . 359 13 . 01 10 . 31 5 . 18 0 . 68 0 . 06 1 . 06 4 . 12 16 . 67 PEAK STAGE = 16 . 82 FT. PEAK DISCHARGE = 1 . 68 CFS MAXIMUM ALLOWABLE DISCHARGE = 6 . 60 CFS WEIR CREST ELEVATION = 16 . 50 FT. WEIR WIDTH = 3 . 00 FT. +t�' t S • • • APPENDIX • ..; • • %it.ki. r t`�S.CfT �!r •� � f • • 'w .F ����'., � w P ADDI/REVISED SUBMITTAL Stormwater Management Report MAR 141005 For Atlantis Tequesta, Florida • #040813 19 07-19-2004 02-07-2005 03-14-2005 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane,Suite 5 Jupiter,Florida 33458 Tel: (561)575-6030 Fax: (561)575-6088 31/d Irava;,i,P.E. Registration#33155 "0" • _ . - Nome , 1. Introduction The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 5.98 ac of partially developed land. Half of the site is developed as a commercial/automotive use. The southern half of the property is vacant. A mixed use development with 108 residential condominium units and 8,000 sf commercial use are proposed. L. The drainage positive outfall shall be provided by a bubble up inlet on US HWY-1. Section 30,Township 40S,Range 43E,Village of Tequesta, Palm Beach County,Florida 2. Site Data 3 Lot Area 5.96 ac Preserve 1.35 ac (Only 0.63 ac of preserve arca drains into the basin) Design Area 5.24 ac Bldg 0.90 ac © 100%imp Pools/Patio 0.47 ac® 100% imp Pavt/sw 1.83 ac @ 95% imp Open space 1.11 ac Dry Det 0.30 ac Preserve 0.63 ac Imp.Area 3.07 ac %Imp Entire site 48.5% Drainage Area 58.6% 3. Design Criteria Water Quality V det req=2.5"/12x 3.07 ac=0.64 A-P V(Req,VOT)_(5yr-ldy)x%imp x A=6.45"/12 x 66.6%imp x4.61 ac= 1.65 A-F Vprop=2.51 A-F @ EL 16.0 see stage/storage data • 5yr-24hr storm peak stage 15.01 FT,NGVD Min Pavt EL 16.8 25yr-72hr storm peak stage 16.56 FT Min perim berm EL 16.60 FT 100yr-72hr storm peak stage 19.28 FT F.F.EL 26.00 FT 1 t 77ff 1 4. Water Table The water table is minimum of 15 ft below surface below the surface. 1-IWT of 5.0 FT,NGVD is assumed. HWT is indicated at 10.0 FT in flood routing program in order to reduce the rows of 0.0 A-F in stage vs storage curve. 5. Utilities Village Of Tequesta&Loxahatchee River Environmental Control District would be providing water&wastewater services to this project. 6. Off-site Drainage There is no off-site Discharge into this parcel. 7. Wetlands There is no wetland on this parcel. • 8. Pre/Post Dev-Development • Q(PRE)=CIA Where; C=0.3 I=I max 25yr-3days=I 60.50hr-I 59.5hr=9.79-6.10=3.69 IN A=5.96 ac Q(PRE,25yr-3day)=0.3 x 5.24 ac x 3.69"=5.80 cfs Q(PRO,25yr-3day)= 1.33 cfs (see drainage rales) Peak Stage(25yr-3day)= 16.56 Min Perim Berm El = 16.60 9. Irrigation Groundwater/well shall be used for irrigation purposes. Water use permit from SFWMD has been applied for. 2 � HOi'1��y � ��� �ki� . I . 10. Exfiltration System K= 2.46E-03 CFS/FT2 H 2= 3 (16-13) FT D„= 3 FT W= 6 FT D = 0 FT • V(REQ)= 1.65 A-F x 12 IN/FT= 22.7 A-I L(REQ)=V/(K(H2 W +2 H2D -D.2+2H 2D,)+ 1.39x 10'4 x WD„] L(REQ)= 287 FT • L(PRO)= 522 FT V(PRO)= 3.0 A-F • 3 ._.:". ►' +►. _. .. .�1.jf1��ltri..{�"�;1't .�►aet�1?'..^L�ldw x .. 02-08-'0S 03:24 FROM-A M. Engineering 15617450981 T-514 POZ/04 U-329 , . A. M. ENGINEERING AND TESTING,INC. • i 860 JUPITER PARK DRIVE,mar#1 tA it"; JUPITER,FLORIDA 33458 ` / LOCAL OFFICE: (561)745-1060 FAX: (561)745.0981 (888)339-son. • 3 EXFILTRATION TEST _ South Florida Water Management District - Usual Open Hole Test Client: The'Vara Group Project No: 04-1574 4521 PGA Boulevard,Suite 30d Report No: Palm Beach Gardens,FL 33418 Report Date: July 13,2004 Site: Atlantis @ Tequesta Test Date: July 9,2004 Tequesta,Pztm Beach County,Florida • u SOIL PROFILE • Test Location: EX-1 Depth(feet) I Soil Description (sec Boring 0-6'/a I Very light gray fine sand • Location Plan) 1 Depth to Water Table from Ground Surface(feet) 1 >6V3 • CALCULATION OF HYDRAULIC CONDUCTIVITY Ground Surface Hydraulic Conductivity Q, I' (cfsl ft=-.ft head) x•46 r IO i i ' Stabilized Flow Rate ii Q :_cubic ft r second) 4.77 x 10°2 i d i Diameter of Test Hole r H2 14-4 d (feet) 0.33 Water Table i !Ht Depth to Water Table 6.0* eF f (feet) j i i II D, Ds Saturated Hole Depth f 0.0 (feet) 4Q Notes: 'Assumed value for calculation. ,:.a tcd(2H23+4H=Ds+Hid) • Distribution: Reviewed by: Client(3) A.M.DM' EER1NC MO TESTING,INC. 457t/. ,4; LA. 44i/a f RGA/sh Rebecca t Ascoli,P.E. Florida Registration No.51863 t'SERYYR-AMECompany1C O.D.Job,tTe Vara Croupt04-1374 •Atlantis Q req. •EX Form-SFN'MD Form.Usual Om Notadot • . ► .,av+•.r..vww�'- i fir-+ - • 02-08-`05 08:25 FROM-A.11. Engineering 15617450981 T-514 P03/04 U-329 Water table,ft 6 Water table,in . 0 Depth of screen 6 ID of screen 4 Gallons of water S Time:minutes 0 lime,seconds 14 • Kt• 2.46E-03 CFSIFt2-Ft.of head Q� 4.77E-02 CFS d= 033 Feet Hes 6.00 Feet De. 0.00 Feet • ,} II • !LT R) R,itMETon!pagICO.O,JobrIThe Vara droup10t.IJTd .4llunws a req. •fX lam-SFIY.ilD rern•Usual Open Hote.Joc �.r.GEiwti rry^!ti.tTJTEr., r. ,��f d:ia/�+aef.� r. I ,,= ~P,2-0S-'05 08:25 ROI-A.M. Engineering 15617450981 T-514 PO4/04 U-329 1. , c. .1 l j1 . 'J' •• p'f ! �.....+ �. ri. T._��`9 I - f.1• I t, �J•�'� **v#Sr•,r�!3�4 • i I •, _ .^ O:IMe Rd r"f 3 r. I4 w dr Tann . • r- • As 0 •�, �.re.1 � r est... Qr •tti e;..-4 . •:.•. •I-z,,, '.'''C' T. :S :.:"..•,?. ••. .1 t is.9_____'J;�Y�Z % `\ *♦ • .M •"....4t:! '�.,+ •,nrnri:� as ‘1. •' r+ _ ' S.nrh .ager.' 3. r '-.9 �e + -,r l .�R•. • EX-I II E !! r.•a 'Irt ' T 6I .. • � ...141e. i.....•• •4,0ai M . . +Q j t . .r/A,.rrIt.l 411,•Mkt. A titan tip ....'l • .. .., cit Tgtte:ta �.4 i . i THE VARA GROUT DATE: { 1 719!04 • BOl U?'G LOCATION ELAN (A110 PROJECT ND: ii 04.1574 . GEOTECHNICAL EXPLORATION A.M.ENGINEERING AND TESTING,INC. ATLANTIS®TE QUESTA 860 Awry.PARK Done,UNI[1 TEQUESTA,PALM BEACH COUNTY,FLORIDA JUPITER.FLORIDA 33458 Tau (561)745.1060 FAX:0511 745498 1 ..".- . .Z.,t, '"rye:+f %4 snJ4Y 4;. . /,. 1.t'4j .'. nts •c. . P .r. '4l }` I . i + i '� -4 • ---.-7,-::::r • r � t --� f7ti 1 +w.A ...e^•• ._..i.�21,2•— - . .. ----,b94� ',go: i,10,.4"---N Ay '' 07-06-'04 16:24 FROM-A.M. Engineering 15617450981 T-482 PO4/21 U-218 A.M.ENGINEERING AND TESTING.INC. r di. ; , Preliminary Geotechnical Exploration s Atlantis @ Tequesta :£ Project No.04-1490 ' FIELD EXPLORATIONS The subsurface conditions below the proposed footprints of the buildings were explored on {, June 3, 2004, with ten (10) Cone Penetrometer soundings (CPT) and three (3) Auger .' Borings(AB). The drill crew met our client at the site.The approximate locations of the ,a' explorations are noted on the Boring Location Plan.The depths on the boring logs indicate '' 14. depth below the existing ground surface at the time the explorations were completed. .,--..,,.,,,.A The CPT soundings were performed :a general compliance with ASTM D 3441, "Deep Quasi-Static, Cone and Friction-Cone Penetration Tests of Soils", and the auger borings ,- with ASTM D 1452,"Practice for Soil Investigation and Sampling by Auger Borings". re USGS TOPOGRAPI7ICAL AND USDA SOIL SURVEY INFORMATION r-y, We reviewed the USGS 7.5-minute series quadrangle topographic map of the area,entitled ,,'�` Jupiter,FL.The USGS map showed the project site is located on a dune-like ridge with elevations in the project vicinity ranging from 15 feet NGVD on the east side to aver 25 ,.., feet NGVD on the west half. 7 The Soil Survey of the Palm Beach County Area by the U.S.Dept.of Agriculture identified t'rthe main soil type in the project vicinity as St.Lucie sand,0 to S.ercent slopes(Scbj. :. ,,�" Lucie soils are nearly level to sloping, excessively drained,--deep sandy soils on long, y narrow,dune-like ridges near the Atlantic coast.Under natural conditions the water table is ` below a depth of six feet. Psi !) FINDINGS . Our field crew described the site as sloped(down to the east)with surrounding vegetation ti including oaks and weeds.They observed the same development on the site as noted in the `, boundary surveys: two single story commercial buildings with paved areas on the north parcel and a burned residence on the south parcel. The subsurface soils encountered in the auger borings geael»;ly consisted of sands with u soma,surficial vegetation underlain by sands to the bottom of the borings at depths of six. The friction ratios from the CPT soundings indicate clean granula. *ails throughout the • entire explored depths. I The seven CPT soundings in the footprints of the one and two story buildings and the south tower indicated the soils were generally loose to ftnn to depths of 10 feet, and finn to -1 medium dense from 10 to 20 feet,the termination depth of the majority of the soundings. iCPT-3 in the north low-rise building was terminated at a depth of 15 feet due to retinal. 2 t' ... ... ...,,,..,t V•\ !'. . li' ,... t«al.Ir::'_ I . rEffaaallafarinalga .v- f '''& •,.-. •wRs.YdMC.MNu .r f,�iwi-.�r�t..t'1;..5'i... -._.2;t.YCC,Eh7leA 07-06-'04 16:24 FROM-AM. Engineering 15617450981 T-482 P05/21 U-218 A.M.ENGINEERING AND TESTING,INC. Prelimin try Geotechnical Exploration Atlantis @ Tcquesta Project No.04-1490 The remaining three soundings in the footprint of the north tower detected firm to medium dense soils with non-continuous layers of dense to very dense soils to depths of 20 feet,the termination of the shallow soundings. The two deep soundings, one in the center of each tower, indicated firm to medium dense soils from depths of 20 to approximately 40 feet, underlain by dense to very dense soils with loose lenses. Both soundings were terminated due to refusal at depths of 41 and 48 feet. Ground water was more than six feet below the existing ground surface at the time the auger borings were completed. We anticipate that the water table at this site will be 15 to 20 feet below the existing grade. DISCUSSIONS AND RECOMMENDATIONS One and Two Story Buildings At the locations tested, the explorations indicate generally suitable subsurface soil conditions for support of one and two story structures using shallow footin3 foundations after the standard good practice site preparation procedures are followed. Towers • • The initial soils data indicate that a mat foundation may be feasible. Preliminary calculations considering a 15-foot excavation for the parking levels and a total building load of four laps per square foot(ksf),approximately 300 pounds per square foot per floor, gave total settlements on the order of 11 inches for the soil layers between depths of 15 and 50 feet. However, we do not have any information regarding the deep soil conditions which could influence the behavior of a large mat foundation. Alternatively soil improvement techniques such as stone columns could be used to increase the soil bearing capacity below isolated column footings. Allowable bearing capacities of eight ksf are achievable. The depth of improvement would depend on the footing size. Considering a 2,000 kip column load, improvement would need to extend to depths of at • least 20 to 25 feet below the bottom of the excavation. • The CPT soundings appear to have encountered a layer of very dense soil/rock that could provide a bearing layer for a deep foundation, typically augered cast-in-f lace piles or caissons. Additional Standard Penetration Test borings wilt be necessary to confirm the thickness and relative density of the bearing layer before pile capacities can be provided. 3 • • JET' Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane,Suite 5 Jupiter,Florida 33458 Tel:(561)575-6030 Fax:(561)575-6088 Email:JHIObellsouth.net Website:www.JHlinc.com Fire Flow Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. Each townhome unit will have a fire sprinkler system that will meet all required applicable codes. The proposed fire protection system for the site shall meet the requirements for Village of Tequesta and NFPA #1. The fire system for the site includes Reduced Pressure Detector Assemblies, Fire Department Connections and appropriate fire hydrant spacing throughout the project. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, (74/94emziti Jeff H. Iravani, P.E. Digitally signed by Jeff H Iravani INC PE License No. 33155 DN: C=US, E=jhi@bellsouth.net, Jeff H Iravani INC PE License No.33155 O=Jeff H. Iravani INC, CN=Jeff H Iravani INC PE License No. 33155 Date:2019.06.26 14:44:40-04'00' Exhibit A t!..', . 041.4"' '''., !. 6 .f— • - 7 . ..., ,i." ,.,.. A. • - '-, 1/4 \ .0, 401ita vikk..... Ilk . Ti otitskt h ' . ,� \ .8.`.:t 0 0 r - ---0., ,v,.. - .. 41 Y x '1' o xm.. •w „_- - w ? , 5i �`�r f / Eli, , F` `: . _ "'i 1 " ., 1.. `^jai .,... .s.�.w:. .„.. _. r IR dilil p{ 4 .:fit J So j I 1 -it-A cotWIff MO OW.Iii =A •., IT 14- ., JEll Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane,Suite 5 Jupiter,Florida 33458 Tel:(561)575-6030 Fax: (561)575-6088 Email:JHI(m,bellsouth.net Website:www.JHlinc.com Drainage Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed drainage system consists of exfiltration trenches with a dry detention area. This project will maintain 95%of all stormwater onsite for a 25 year frequency, 24 hour duration storm. The drainage positive outfall shall be provided by a bubble up inlet near US HWY-1. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, 96W 94varzr. Jeff H. Iravani, P.E. Digitally signed by Jeff H Iravani INC PE License No. 33155 DN:C=US, L Jeff H Iravani INC PE License No.33155 E=jhi@bel lsoutl 1.net, O=Jeff H. Iravani INC,CN=Jeff H Iravani INC PE License No.33155 Date:2019.08.12 13:14:58-04'00' Exhibit A {# t' + .• r r 'f4 RIF ,.., -44,, 4 a .._, 2.. .,_ .., ,-, . it- ii 1116, ,.�.�., 474r. . ‘\ i 4 r ICJ . �. \� a - �•f �. ' 0 ..t- '7 I. 1, t-4 4 mss. .ti ,,,!,i ft. ,. 4 t, 111 \ . ‘ . f = rA +,` .., ` is �'` +, ' \ •' , JET' Jeff I-I. Iravani, Inc. Consulting Engineers 1934 Commerce Lane,Suite 5 Jupiter,Florida 33458 Tel: (561)575-6030 Fax: (561)575-6088 Email:JHI(a bellsouth.net Website:www.JHlinc.com Sanitary Sewer Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed sewer system will consist of gravity sewer main. The VOT central wastewater level of service standard of 108 gallons per capita per day is used for determining the availability of capacity and demand for the project. The existing 8" gravity sewer system has sufficient capacity for this project. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. Digitally signed by Jeff H Iravani INC PE License No. 33155 DN: C=US, E=jhi@bellsouth.net, Jeff H Iravani INC PE License No.33155 O=Jeff H. Iravani INC, CN=Jeff H Iravani INC PE License No. 33155 Date: 2019.08.12 13:17:42-04'00' P f Exhibit A • R Mt f' i` 1;,,,,,... — IN--3 . LLs_ .;41'--- r 2 E q \ , aCii 4, :x �o- '\ yam r _ � # 0" 3 H. . , . \ i Air . . \ ir . A .k \T.., .- 0,,,'AIL _• tt- , ... . ti 9 l • TIr %,..,..j l+ , NI q • • t. i, c its i - ! 1 �^4 ` k' .moi 1 'S c` . 1 e V' ' } 777 ` �a �. rR, °. T , .' „ JI-II Jeff 1H[. Iravani, Inc. Consulting Engineers 1934 Commerce Lane,Suite 5 Jupiter,Florida 33458 Tel:(561)575-6030 Fax: (561)575-6088 Email:JHI(&,bellsouth.net Website:www.JHlinc.com Potable Water Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed potable water system shall consist of an 8"watermain loop with three connections into the Village of Tequesta water distribution system to provide adequate water service to the project. The water level of service criteria that shall be used for this project are: 1. Average daily water consumption rate of 175 gallons/capita/day 2. Maximum daily water consumption, including irrigation, rate of 180 gallons/capita/day& Nonresidential*: 3,030 gallons/acre/day Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, o9e 9i 67-wii Jeff H. Iravani, P.E. Digitally signed by Jeff H Iravani INC PE License No. 33155 DN: C=US, Jeff H Iravani INC PE License No.33155 E=jhi@bellsouth.net, O=Jeff H. Iravani INC, CN=Jeff H Iravani INC PE License No. 33155 Date: 2019.08.12 13:19:22-04'00' Exhibit A • t. - 4/.......... ' � I a Tie .r • _ jia (� i .` # T •IA It 'I"'s .44 l� ', .� 0 ti 1 ti; Abs ' • .:' . ttiliiVIC._«..__ W ' � . r 1 , ''\ ‘ #, 401411gw6"" 1 - 1 ., ' ....7,„ii ri..,. ,, Ir. .„ \ ,, . _ ,.. . , . ,.. ., • _ .„ , .,....0 t..... .. . , h, ,i,„ . - ,....,... 1 flp - . • . \ \ ., et. '.17. , _ ' ....._. . • -17., \ , , -41/4 ----„-- .c,:,-..-,-;---,.4.; ..:-- . _ , 4„ . , 4 I I , • �• ',x say 4 p �} ick • €s �4'› 4.+t ' ,�tiAChT C O c� Ga ecikk) • qv • A,LOROY?* Department of Environmental October 25, 2018 By Email: Curt (cr�aw3ena.com Resources Management 2300 North Jog Road,4th Floor Mr. Curtis Dokken, P.E. West Palm Beach,FL 33411-2743 Air, Water & Soil Engineering, Inc. (561)233-2400 3304 Pebble Beach Drive FAX:(561)233-2414 Lake Worth, FL 33467 www.pbcgov.com/erm RE: Chapter 62-761/762, FAC, Closure Assessment Report— Review Royal Tequesta, LLC. 746 N US Highway 1, Tequesta, FL • DEP Facility ID #9816491 Palm Beach County—Storage Tanks Palm Beach County Board of County Dear Mr. Dokken: Commissioners The Palm Beach County Environmental Resource Management (ERM) is Melissa McKinlay,Mayor contracted with the Florida Department of Environmental Protection Mack Bernard,Vice Mayor (Department) to conduct the Storage Tank System Compliance Verification Program for facilities located in Palm Beach County. ERM has reviewed Hal R.Valeche the October 3, 2018, that was submitted by Air, Water & Soil Engineering, Paulette Burdick Inc., and received on April 10, 2018, for the above referenced facility. The Tank Closure Assessment Report appears to comply with the Department's Dave Kerner April 1998 "Storage Tank Closure Assessment Requirements". Steven L.Abrams The results as provided in the Tank Closure Assessment Report do not Mary Lou Berger indicate the presence of petroleum contamination in the area addressed in excess of Department Cleanup Target Levels. Please note that this letter does not certify that this site is not contaminated, and the Department reserves the right to require appropriate actions for this site in accordance County Administrator with Chapter 62-770, Florida Administrative Code (FAC), if any contamination is discovered in the future in excess of Department Cleanup Verdenia C.Baker Target Levels. If you have any questions please contact Roberta Dusky by phone at (561) 681-3859 or by email at rdusky@pbcgov.org. Sincerely, leo t.A.6 Roberta L. Dusky Storage Tank Program Supervisor Resources Protection 'An Equal opportunity rld:kle Affirmative Action Employer" Florida Power&Light Company FPL June 24, 2019 GENTILE GLAS HOLLOWAY O'MAHONEY&ASSOCIATES. INC. 1907 COMMERCE LANE. STE 101 BOCA RATON, FL, 33458 Re: THE RESERVE AT TEQUESTA: TEQUESTA, FL-746 AND 734 US Highwat 1, Tequesta, FL 33469 Dear ALEC R. DICKERSON: 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 �tiAC$C w4 June 3,2019 a • tY r,. _ • Susan E. O'Rourke, P.E. .'4ORi'0 O'Rourke Engineering&Planning 969 SE Federal Highway, Suite 402 Stuart, FL 34994 Department of Engineering and Public Works RE: The Reserve at Tequesta P.O.Box 21229 Project#: 190420 West Palm Beach,FL 33416-1229 Traffic Performance Standards Review (561)684-4000 FAX:(561)684-4050 Dear Ms. O'Rourke: www.pbcgov.com The Palm Beach County Traffic Division has reviewed the Reserve at Tequesta Traffic Impact Statement, revised May 31, 2019, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County Unified Land • Development Code(ULDC). The project is summarized as follows: Municipality: Tequesta Palm Beach County Location: West side of US-1, about 600 feet south of County Line Board of County Road Commissioners PCN: 60-43-40-30-00-001-0120; 60-43-40-30-00-001-0170 Mack Bernard,Mayor Access: One right-in-only and one right-out-only access Dave Kerner,Vice Mayor driveway connections onto US-1 (As used in the study and is NOT an approval by the Hal R.Valeche County through this letter) Existing Uses: Vacant Gregg K.Weiss Proposed Uses: Condo/TH=69 DU Robert S.Weinroth New Daily Trips: 505 New Peak Hour Trips: 32(7/25)AM; 39(24/15)PM Mary Lou Berger Build-out: December 31,2020 Melissa McKinlay Based on the review, the Traffic Division has determined that the proposed development meets the Traffic Performance Standards of Palm Beach County. Please note an FDOT conceptual driveway pre-approval letter must he provided for the access connections onto US-1 for the proposed land use. County Administrator Verdenia C.Baker Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the review and issuance of a Palm Beach County Right-of- Way (R/W) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work within Palm Beach County R/W, a detailed review of the project will be provided upon submittal for a R/W permit application. The project is required to comply with all Palm Beach County standards and may include R/W dedication. l ',4n Equal Opportunity Affirmative Action Employer" • . is printed on sustainable :* and recycled paper 4ANCxc ' • --N Susan E.O'Rourke,P.E. ' �.. a dune 3,2019 a Page 2 4t'iORI�4' No building permits are to be issued by the Village after the build-out date _. specified above.The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. The approval letter shall be valid no longer than one year from date of issuance, unless an application for a Site Specific Development Order has been approved, an application for a Site Specific Development Order has been submitted, or the approval letter has been superseded by another approval letter for the same property.' If you'have any questions regarding this determination, please contact me at 561- 684-4030 or emailQBari Pzpbcgov.org. Sincerely, 4,,,,,,,, Quazf$ ri,P.E. Senior Professional Engineer Traffic Division QB:HA jc ec: •• Ms Nilsa Zacarias,Village Planner,Village of Tequesta Hanane Akif,E.L,Project Coordinator II,Traffic Division Steve:Bohovsky,Technical Assistant III,Traffic Division File: General-TPS-Man-Traffic Study Review Fi1TRAFFIC1HAIMUNICIPALITIESIAPPROVALS120191190420 THE RESERVE AT TEQUESTA.DOCX Village of Tequesta 345 Tequesta Drive *`E °` ifQOF 561-768-0700 Tequesta, FL 33469 7 www.tequesta.org 9! , /Id` ein �1.4 9c, cou •' March 29,2019 Gentile Glas Holloway O'Mahoney and Associates,Inc. Attn:Alec R. Dickerson-Planner 1907 Commerce Lane,Suite 101 Jupiter,Florida 33458 Dear Mr. Dickerson, We do supply water to 746 and 734 US Highway 1 Tequesta,FL 33469. The storm water basins on that property are private and owned by the property owner. The Storm Sewer on Federal Highway belongs to the Department of Transportation. I have also been notified that in the middle of the property there is a 6"water main leading to a fire hydrant which we repaired recently due to a water line break. If you have any other questions please feel free to contact me. Jay Wickham Superintendent of Water Distribution and Storm Water Department of Water Distribution and Storm Water Village of Tequesta 136 Bridge Road Tequesta,FL 33469 r r Ol Of 'r04 + r, •4.f ,it p) (561) 768-0484 c) (561) 262-4335 (CELL) e) jwickham(a,tequesta.or• www.tequesta.org Council Member Kyle Stone Mayor Abby Brennan Council Member Vince Arena Council Member Laurie Brandon Council Member Kristi Johnson TEC PARTNERS VIA Email: alec@2gho.com March 29, 2019 Gentile Glas Holloway O'Mahoney Alec Dickerson 1907 Commerce Lane#101 Jupiter, FL 33458 RE: The Reserve at Tequesta—746&734 US Highway One Tequesta TECO Peoples Gas has natural gas service in the vicinity of the above-mentioned property and we welcome the opportunity to service your client with natural gas. The typical average daily energy demands can not be determined until we have more information about your client's gas equipment. Please ask your client to call us with that information. A site plan is required for us to indicate our existing facilities and projected future facilities intended to service the project. In the meantime,should you need further assistance you can contact me by calling 772-216-9622. Sincerely, Sherry Horton Sherry Horton Account Manager TECO Peoples Gas Palm Beach&Martin Counties SH @omcast 3960 RCA Blvd. Suite 6002 Palm Beach Gardens,FL 33410 March 29, 2019 Alec Dickerson GENTILE GLAS HOLLOWAY O'MAHONEY& Associates,Inc. 1907 Commerce Lane,Suite 101 Jupiter,Florida 33458 Re: Availability Letter for The Reserve at Tequesta 746 and 734 US Hwy 1, Tequesta,FL 33469 Dear Mr. Dickerson, Comcast Cable Communications will be able to service this site. Please feel free to call if I can be of additional service. Best Regards, ° ati 04. cifil ford (comcast. FEC Regional Construction 561-882-4310 Mark Milford(a�cable.comcast.com �tiA�N e x O� • • �LORI94' Department of Environmental Resources Management October 22, 2018 By Email: scohen@capanoinc.com 2300 North Jog Road,4th Floor West Palm Beach,FL 33411-2743 (561)233-2400 FAX (561)233-2414 Stephen Cohen www.pbcgov.comlerm Royal Tequesta LLC 105 Foulk Rd. ■ Wilmington, DE 19803 RE: IN COMPLIANCE LETTER Palm Beach County Royal Tequesta LLC, 746 N. US Hwy. 1, Tequesta Board of County DEP Facility ID #9816491 Commissioners Palm Beach County— Storage Tanks Melissa McKinlay,Mayor Dear Mr. Cohen: Mack Bernard,Vice Mayor Hal R.Valeche A storage tanks inspection and file review were conducted at the above noted facility on or about September 18, 2018, by the Palm Paulette Burdick Beach County Department of Environmental Resources Dave Kerner Management. Based on the information provided during and following Steven L.Abrams the inspection, the facility was determined to be in compliance with the storage tank rules and regulations. Mary Lou Berger The County appreciates your efforts to maintain this facility in compliance with state and federal rules. Should you have any questions or comments, please contact me at (561) 681-3859 or County Administrator email, rdusky@pbcgov.org. Verdenia C.Baker Sincerely, l�0t.A.6 Roberta L. Dusky Storage Tank Program Supervisor Resources Protection rld:mc:kle 'An Equal Opportunity Affirmative Action Employer" SANITARY MANHOLE 70'x10 SEWER RIM ELEV.=13.82 •r EASEMENT ( RB 4473, N INV.=6.04 PG. 5 5) S INV.=1.84 E INV.= 1.82 \ 101111' 10' SEWER EA HENT APARTMENT BUILDING F.F. GAS ELEV.=21.8 10' UTILITY CASA DEL SOL OF TEQUESTA MARKER EASEMENT CASA DEL SOL OF TEQUESTA TRACT"A" 5A' � 3 STORY ERICK�� (PLAT BOOK 105, PAGE (PLAT BOOK 105,) PAGE \ 4 BUILDING F.F.o IORIVE'� 92-95) SANMH I t') - _ \ ti 92-95) w WATER EASEMENT I< ELEV.=24.7 'Z' 3 STORY < _ p m 30 15 30 60 (ORB 20963, PG 637) _ II# 0' UTILI _ - `� �` \-9.a" I�)<< BUILDING F.F. ,-UTILI - SNIT Y CT f GRAPHIC SCALE IN FEET I SANMH ) i ��!;lo ELEV=24.5 EASEMENT - _ SAN TABY--_ \\ 0 1• =30' II j "�� 1< \ I EASEMENT_ E- NHO E 'o p Ci9pi] CONC WALL \ - L12'SEY7ELi- - - y.'•''-� TOP OF I< BFP WATER CRC WALL EL SOL CIRCLE FDC ELEV. =23.5 \ EASEMENT' I I� 111'7- r FOUND BANKAMASTER BRICK ,,EASEMENT ELEV. =29.2 I 2.0' CONC. ,, BRICK BFp METAL RAI\ I -- \ \ <• LEGEND MAR NAIL/DISC ( \ METER--.\ p}VE I ASPHALT BRICK VALLEY GUTTER "SANITARY - V� _ _ FENCE \ �_ NIoP'1�J'EAF-))J I- - - L \\ \+,p p - FOUND 4'X4' CONCRETE MONUMENT 'LB 2799' CONC.1 'o='( I WALK MANHOLE ��PZ, �' C•�2' WATER- - } 12' WATER 0� 8'_' E �\ ?A 9 \ 'PRM 2439' � - -flPzsl a 4 H-_ �I_� Sd9°9' "E 81.14'(DEET)A\i 1 EASEMENT 149' \\ ; 0 SET IRON ROD&CAP 'LB 8130' \\\ m ¢�89 546 K-6E0 1&AsiER EASEMENT - - ( a% . \ CTS BST _ 889 3/'07"E 81.04' \9 c_, WPP WOOD POWER POLE WALL "• .ETR '4' r y ON LINE 10.OAKo Li7 GATE o 0 0 ` 41= ‘`a CPP CONC. POWER POLE '� 0 12'OAK 15.OAK 20.OAK 14.OAK o 8' UTILITY EASEMENT o J - FPLPL \ o� �+ O_ CENTERLINE [-,' i CONC. l &6' FP&L EASEMENT p P.C. POINT OF CURVATURE [Vliy a 14'080 CONC. P.R.C.POINT OF REVERSE CURVATURE (ORB 979, PG. 191) CONC. \\\\ FND COV. COVERED �7 $ mMkG NAIL/DI C CONC. CONCRETE L ( @ ELEV. ELEVATION o z I 1 J' \(LB 2 99' F.F. FINISH FLOOR ,T, CATCH BASIN GRATE \ 010.OAK -� 6 FP&L FLORIDA POWER&LIGHT ELEV. =16.95 \ N ® %BE CH ARK YF WATERIRMETER C/� / FH FIRE HYDRANT v PARCEL 2 MAG AIL ISK BENCHMARK BFP BACK FLOW PREVENTOR CJ F.,?, A CATCH BASIN GRATE ) / 7 'LB 279." C.B.S.CONCRETE BLOCK STRUCTURE Q v v CONC. ELEV. =23.35 LEV.\=14 25 SSCO SANITARY SEWER CLEAN-OUT Z -%. CATCH BASIN GRATE \ NASA`,88 GLBA2788' b .+ti ® CONC. 6' CONC. p \\ BST BELLSOUTH TELEPHONE ELEV. = 17.99 ELEV. =15.03 CTV CABLE TELEVISION CONC. O CONC WALL 6' CONC. ® CURB \ \\ �\ NAVO 88 CHB CHORD BEARING ELEV. =27.6 CURB ' (TYP) �� \ CHD CHORD DISTANCE z (TYP) -.2 _ D DELTA ANGLE l /I \\ ''\ POC POINT OF COMMENCEMENT \ . "\\ POB POINT OF BEGINNING r �/-� $� - --^^"-- PROPOSED DRAINAGE �� ( CATCH BASIN GRATE m% _ Il \ (TYPICAL) O EXISTING ELEVATION Z Z I I ELEV. =18.93 CURB&GUTTER 20• APARTMENT op ® 'm9 I BUILDING F.F. p,51 CONC. `'' li ELEV. =21.7 �ll FIRE HYDRANT s4 CONC. p, Ilt in ll N WATER VALVE n7 n7 5'OrtT#---1 A <3 lull \ N ORB OFFICIALFFIC S RECORD BOOK m 4,.." POB 8'OAK. N89°31'28"W 748.17' 6 0 9.OAK \RPZ t Illlllll •'',,..• RPZ LIGHT REVERSECB CATCH PSIN RESSUREZONE 1 `,. + LIGHT POLE O'- PARCEL 2 N89°29'50"W(DEED) 748.35'(DEED) SANITARY MANHOLE RIM SSI T Ill \ SP SCRUB PINE MONUMENT ELEV. = 16.49 \ ,, Z SO SCRUB OAK V FOUND 4X4 CONCRETE • ,I\STORM N. INV. ELEV.=2.74 �i S. INV. ELEV.=2.88 MAN\IOLEW. INV. ELEV=2.97 \-3,SO o 4-5'OAKS"OAKFOUND IRON ROD O 0\-3.SO 4.OAK 3"OAK 8'OAK CAP(0.17'S) 0.17 S'ILLEG;BLE" -.1),\ £ Illi \ ✓ l 4 Z 12'SPO o 8710'SP - 43.00 .,,6 4'SO SO PARCEL 1 C0� e\ T' 9,,, lllllllllll m N! 10'SPo o-3'SO 4'SO-00o 3.5O J ` fr 4.OAK 3'SOS _ 24.3' c m\ \ '.12'SPo \ OIlllll .", LLCy C 12•SPo CONE. c CONE. .. Ill 5 O 3'OAK--,, �3.OAK ~u"i \ `� 14 r' O 010'SP 7'SPo 80--10'SP 4'OAK-0®-4.OAK 1 STORY CBS Il a L72.SP BUILDING F.F. \ lil c r y (� 3'5O-0 ELEV.=25.4 CBS STEWNALL C�T1 0 9"SPo 0S•So S.SP (NO ROOF) 24.3 (NO FLOOR OR FOAMING) \ Ill p 5'OAK 0 012'SP c, PCJ u, O \ 0-3'SO I'3, O b 010`SP 4.OAKO o 0."4.OAK \ \ 11 ;p 9 012'SP 4.OAKO 3'OAK 0-10'SP Illlll N9 Z p 0-3.SO 07.$P '- l�7 �4'OAK 4.OAKO 012'SP GAS \ Ill °04.OAK MARKER \ Il/lllll ` Ill FoD STORM • 0FPL FIRE HYDRANT ROD&CA'.. MANHOLE FP&L FP&L '�An5 27.9' FOUND • 12'OAK 8'OAK 8'OAK 8"OAK /10'FPL EASEMENTf C}_ ,VAULT Ill\ ` 4'S4'CONCRETE -' p 0 0 0 / (RB 640 P�,10'OAK I�J RPZ GUY< CP_ .l` • MONUMENT • -' N89°3128'W 809.72' 1773) , { �1�+� I CATCH BASIN GRATE I 1 - - - - - - - - -- - - D WATER ORB 6096,PGT-� ` Illi 51' \ OHW ELEV. =21.34 I I O-. • CBS' - - \ m • m y ASPHALT J SANITARY MANHOLE . LL�, \ li =' ASPHALT r_-, I CONC. \ \\i\ 11.6 \ ::,.4,. i.„; ASPHALT \ WATER EASEMENT CATCH BASIN GRATE I w I I ASPHALT 9 ELEV. =21.31 I c I \ (ORB 6096, PG 1057) COUNTYLINE PLAZA I > CE ® \ yl4 F,' (ORB 07250, PAGE 0899 o I WATER EASEMENT /I GB CB Il SANITARY MANHOLE RIM o - GRASS ) I `� I (ORB 6098, PG 1057) t v POC \ ELEV. = 15.32 N. INV. ELEV.=3.74 m S W OR ER GOVERNMENT 2 ----:- SURVEYOR'S NOTES: LEGAL DESCRIPTION No\ S. INV. ELEV.=3.88 S LOT 1, SECTION 30/TOWNSHIPw 40S/ 1) BEARINGS SHOWN HEREON ARE BASED UPON THE WEST RIGHT-OF-WAY LINE OF PARCEL 1: o U.S. HIGHWAY ONE BEING 818°50'20'E PER ROAD PLAT BOOK 2 PAGE 105. THE NORTH 200 FEET OF THE SOUTH 650 FEET OF GOVERNMENT LOT 1,WEST OF STATE ROAD N4 (ALSO KNOWN ':.,.'"r;\ ti N.4Nf,F 433 F SOUTH LINE OF GOVERNMENT LOT 1 AS STATE ROAD H5 OR U.S. #1), IN SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, N 89'31'28•W 2) UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL FLORIDA, SAID PARCEL OF LAND FRONTING ON THE WEST SIDE OF U.S. HIGHWAY N1. y0,'\ SUB-SURFACE UTILITIES OR STRUCTURES MAY EXIST. m; TOGETHER WITH: m 3) PROPERTY CONTAINS 262,864 SQUARE FEET OR 6.030 ACRES, MORE OR LESS. PARCEL 2: BOUNDARY&TREE SURVEY 4) NO TITLE POLICY OR COMMITMENT AFFECTING TITLE OR BOUNDARY TO A PARCEL OF LAND LYING IN GOVERNMENT LOT 1, SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, PALM THE SUBJECT PROPERTY HAS BEEN PROVIDED. DEEDS AND EASEMENTS, BEACH COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ROYAL TEQUESTA, LLC RECORDED OR UNRECORDED, WHICH COULD AFFECT THIS BOUNDARY SURVEY ADDED TREES 6/20/2019 I HEREBY CERTIFY TO EACH OF THE ABOVE THAT A SURVEY OF THE PROPERTY DESCRIBED MAY EXIST. FROM THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1, BEAR N. 0 DEGREES 18'10' E., ALONG THE REVISIONS: BOUNDARY TOPO 11/1/2018--ADDED ROAD STRIPING 12/20/2018 , HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SURVEY CONFORMS TO THE WESTERLY LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 650.0 FEET TO THE POINT OF BEGINNING OF STANDARDS OF PRACTICE FOR PROFESSIONAL SURVEYOR AND MAPPERS AS OUTLINED 5) NO RESPONSIBILITY IS ASSUMED BY THIS SURVEY FOR THE CONSTRUCTION THE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUE N. 0 DEGREES 18'10' E., ALONG THE WESTERLY IN CHAPTER 5J-17, F.A.C., PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES. OF IMPROVEMENTS, FROM BUILDING TIES SHOWN HEREON. LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 147.47 FEET; THENCE S. 89 DEGREES 24'30' E., A Legacy DATE: 17/1(2018 GregoryT "Tucker °°",„„r"'"",1A63"' DISTANCE OF 620.98 FEET; THENCE N. 0 DEGREES 30'10' E.,A DISTANCE OF 3.49 FEET; THENCE S. 89 SCALE: 1' =30' 6) ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D.1988 DEGREES 29' 50' E. A DISTANCE OF 81.14 FEET TO A POINT IN THE WESTERLY RIGHT OF WAY LINE OF NOVEMBER 1,2018 "% STATE NO. 5 (U.S. HIGHWAY NO. 1), SAID POINT BEING 51.00 FEET(MEASURED AT RIGHT ANGLES), FROM DRAWN BY: R.M. DATE OF FIELD SURVEY GREGORY T. TUCKER 7) PARCEL LIES IN FLOOD ZONE: 'X' COMMUNITY PANEL NO. 12099C018UF, THE CENTER LINE OF SAID STATE ROAD N0. 5; THENCE S. 16 DEGREES 50'20' E., ALONG SAID WESTERLY PROJECT: 18.120 LEGACY SURVEYING and WAPPING, INC. DATED 10/05/2017. RIGHT OF WAY LINE, A DISTANCE OF 157.14 FEET; THENCE N. 89 DEGREES 29'50'W., 748.35 FEET TO THE Surveying and Mapping,Inc. DAILEY: 14-022 FLORIDA LAND SURVEYOR NO. 6147 POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND. 712 N.U.S. H19hway No. 1 DRAWING No.: 18-120 8) PCN PARCEL 1 : 60-43-40.30-00-001-0170 Tequesta, FL. 39469 p 7, NI,T,HIS SURVEY IS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL OR DIGITAL SIGNATURE. PCN PARCEL 2 : 60.43-40-30-00.001-0120 Phone: (561) 746-8424 WORK ORDER NO.: 10-I2l/-2 BUSINESS LICENSE:LBN 8130 . . ,. .• '- • .. -., • • '-': . . ..... • . . _ ,_ . _. . .....,_ _ _ • -.. . . - ---, .- II ,--1 ----- 1, I ef.6t I."--• 110 ii I J , ----, --- ------ ! ;. Fril0, II, 1 i / i --- __ ,_ .....,,j,, , , ... ,. . 77,. , . 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F■.ea U mint I ��^��F''* L `z-zI MI II 'it ''11 ,\' `V q u•n» lit ` .rm _ ne, `t' un,„,, I rw.ry 1st r, '`,0',,1 \, u _ -_i I IIII I Ilip i Palate bade ! t I I.I ,..,. + Ii Jiro, illo ILI ..4116 i , . ., , P vi2t.' .,—•111 �t•(0 z, _ ,,,-_,...,, t "ki4( o ilk _ __irk, ARoyal Palm �. 'A kA ° ! •'7 1 A,phalt Ro,d �J Circle - �I ,_ E 8let ! IV-1 ' 7 — J A:71,it R_3 '� \\ \'', -1111141 (fP1).11.1r ILO\ ; 011110,10-10114: 111410 Iligh60110 Pli All L11110 401 ILO ILO. 5504,”` '''' w. t u+.,„ 3 n,.nJ u+.n, 11 �� er..,a i ' I a .,. �. .. "�I�� a. s ' r ` J, Desfgrted'. hfTH w , i t\, e,d'er \, \\, Drawn: .211TH 1 EON 410 I .. /�RahonyAboNe 4J i O ® 9 , {' ,C,, Dakroved ecc.,21m/ 1 w / TVP v 1 _ O , ;5, 2121 lob no. 1.111.-/:6/:, o 0620 -� lif I' >, ' 1.■ , Revisions: 6/x/19 Alb �� ■.■� ■■_� ■i�'�+'1 ,OP. t ❑�. �q■■ ■- 1_1- 6a•,� e ■ . �" .■p Zl LT /r" - -- - [1 ! ,,`tX16. . : p, � fh. ' = _ 'r `''� - . ' +.ala �.n or, ;'' 1111 tt u b'White PVC Fence 1 5'tauyu,pe-I 1 I I ¢ 1 , Gate 4 5'sttjon ea.side , t` __ -------- —_— m be 6'picket for safe vice-----....\ Gated Pedestrian Access ..----_ Ruff 1 J ,\ % �� Seal ° Open Grass Area ° ° � E.Land Use:Commercial Rank1 '\� ,, 1 Ex.Zoning:C-2;Community Commercial I ss-Tluui /I, Ex.Use:Countyline Plaza •\}, I I `,t LC 0000177 Short Tiller Scale:1"=30' sheet No. 18-0820 REVISIONS , 1 • Construction Plans Specifications o. „3 , ,r, � 1 For Q 1-.21 3 6 Th e Reserveo n J M 00 — 1 U ,,„ J , ,,,,,, „g at equesta . Section 30 Township 40S Range 43E �iv 1 equesta, I ons a v w g u w I DEVELOPER c T sa.F Drawing index - 1 i C-1 Cover Sheet C-2 Pavement Marking&Signage Plan C-3 Gradin Paving,&Drainage Plan _ 7 1 . Grading, g, g _ ;. _ �'.`, C-4 Yard Drainage Plan 1 LC Construction Florida Inco ..i ; s. s ,, �, 9 y ' Ins r v t,, C-5 Water&Wastewater Plan ) }����y Q o 0 .ki + r i 1 1 6- 3 3541 41 ��` IVY 88th Drive Unit 103 C:4 w. , `` t•.a a, `71 ... s C-6 Grading,Paving,&Drainage Details o 5 31 Coral Springs F L 3 306 '��' , v� {l C,7 Grading,Pas°ing,c�Drainage Details ti�,•+ wr� �. i•tss- -� }. _ t . ` I j _ ,01111/00, ,, - _ C 8 Grading,Paving,&Drainage Details \\ / �C `�y, s rf. ' y C-9 Water Details , '1;1,10012 ni 00 r+ 41. a.r++ 7.; 'i, ;0e + C-10 Wastewater Details * : + 'kms i '' i V. 0 -7-- 1.> II., C-11 Wastewater Details 1 U 11 * AL •1�." C-12 Polution Prevention Plan STATE /�. ,..,„ '� ,sir. .4 tet' �t'` C-13 Demolition Plan '/ •�Q P►, •' �/lO`"698655 2 J � / , �/ NA•M...F^.N�`` \`�,� JOB N0. //ouNA L 1, \1` \ SHEET1274 11- \CI NOTES: .14'W ED) 0 \ \ m -- o 2� \ . y � ' REVISIONS 1.ALL STRIPING&PAVT MARKINGS SHALL BE THERMOPLASTIC ' T1j '•'� 07-24-19 REV PER FDOT W/EXCEPTION OF STD PKG STALLS WHICH SHALL BE 81.04 \ \ ♦I� ONST HC-RA `' R-E -./ ♦ ' ' � ly= T•�•"• 08-05-19 REV PER SP TRAFFID PAINT- PER DOT 1 DE -4 �i ♦ I CURB ___k.4,,,,e; ;. +[h ,� 2.19"-24"DEEP ROOT BARRIERS MUST BE INSTALLED \\ z \ilk "DO NOT ENTER SIGN \ CURB 3' ' ;� - ° . 1 ALONG ALL CURBS&SIDEWALKS WITHIN 10'OF EXISTING 3 RE 'D '�, I \ j. °^a° �1 Z.l OR PROPOSED TREES.(SEE LANDSCAPE PLANS) .\ / \\ -R E `2 , x •1.° e as a Iitx- w 3.SURVEYOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STAKING \\ ( -CURB \ \I 0 C t ^ t P i- '`":":,711-11 &INFORM THE ENGINEER OF RECORD OF ANY DISCREPANCIES. ■ \ \\`\`V - 4-ALL ACCESSIBLE ROUTES INCL HANDICAP RAMPS&DETECTABLE ` }1 -, ; • * '11 •�' N WARNINGS SHALL BE CONSTRUCTED IN ACCORD W/2010 6' SKIP WHITE \\ \ Q, E' '. !'.r. •( t- y �� AOA REO'S,2010 FBC&2017 FDOT DESIGN STD'S INDEX 304. �l� \\ E OVE XISTyp �\ I -'.' ,...t .r:.-,\ ST (PING, TYP � `• -�-• t=� 5.PAVEMENT MARKINGS AND GEOME TRIGS SHALL BE IN ACCORD W/ TYP \\ Z _"'` i ' _ �" �•_''� . THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR / ' ro" KIP W ITE f ' " - STREETS AND HIGHWAYS AND PALM BEACH COUNTY TYPICAL Na T-P-18. ' 'V �4 i• ' ,,_ 3 I _ '; D A 2 2 E' 6.CR-X MEANS FDOT DESIGN STD INDEX 304 CR-%HC RAMP. TYP 2'-4' -\ - •'� r -•�"` �) �';L, �J c CONST HC-RA IR- ::.4.-",, ': \-.-41t t'•4.- g �T� # VICINITY MAP L_ 3 No ♦. TYP o P�\R FDOT INDE '04 t--� Lo 0 30' 60' 120' '� \�T -C RB ',:t) �� 3 �_i 5 ,♦, 2�I� �-C RB � � \�'REQ'D o� � �� w 6mmilommi o 1 y wpm -CURB ♦ �( SCALE: 1" = 60' '�\\C�/ b� E Entrance Driveway Blowup 1": 30' Exit Driveway Blowup 1": 30' w I # I SII IIIII • + �a �► ' "NO PARKING Q w"� v Q FIRE LANE' i r0 tiq�J z M L r7 ��_ -� - ,� I 1 NOD OIO"E (0EED) +++ H Po ° seva4ao"E (DEED) : ❑'❑ ° \ NO0arsa'E=3.49' •7„ . • i," . =— so• :11 a MIMI wil S`\ + 3RE0D " 1 R \THC E I�f- DOT 04 � ir F €L -- TURNAROUNDONLY ` ,- `F.F.EL mil ❑ ^ FF.EL I ❑ 25 Ff `\ if � AEG XIS 24.13 F'I' r 24.0 F1' rFF EL ❑ i NAVD Z , ' \\ ST(PING.TYP NAVD : ' NAVD N bD ! ❑ / = �� ` �" KIP ITE 1111,_,- .,8. \� lii, TPZ.-4.L k fIr 1 l..l I..� ._A. F._� .,. F-CUR: 1 -CURB Aa 1/4_ 1 i 1 I� + �II • �� II �� III ® h} s\. FF.EL ++ 1�_, 0 �� 1 ,i ��� J� a..r 90 FT ...• co 0 ilipill R,y q\a I �� ^'Py •••7�iuNAVp .iii. `. p�/q� -0! TOP SIGN C-RAMP ' PARKING ..p, ,i......... .14k '+1 C4 _O r'i ■ &BAR CR-E wFIRE LANE"` 7-'..........o.SIGN .% /TYP _ _ PER FDOT INDEX N304 "' _ ..�PN � -CURB � TY:,�, l.•..nl.l.• ♦ 7�► Oa pp��T 2 ---'.:..Pill. 1■ VJ ❑ uf-" VALLEY GU ITE 'F' �. � + / ❑ ___�_---_��� 7- --�_-L_ _ ❑�_� '\\ /r -- -RAM" `.... ❑■ `ai- 4. +�• cu, ^ d � _� - �� , � \ / I NO PARSIGN ) I ■ �! R-C ilii ��- � � + r/ ❑51 ; IRE LANE' I 10 , ( 3 \.. . • ... °EEmil I YP 1 1g1.� +21 S E NOTE 7 It ® ,►�T1.'7°... ❑`-_ I � "DO NOT ENTER SIGN" X }�I..uul°1.•X ' 24.3' 2-REO �. L`LF.F.FL F.F.ELI� �� !i 3.5 c 2d.5 1 22.0 I ® �' +❑^_, \ i■ ir AVD III \ NAVD!■ NAVD 111 2, mg -_M ❑❑��❑-__.• ++ �� � �' ri_. ! riailri� �-�. r i■ t ��� �' ❑� > oFYI \ , ,_ • �I i�1 la 2 'VOH I NAVDya-E i _ 1 CURB �I w < El ' R. F.F.EL I 1..,,,,,,,,pEALRAKN,NE, 1 ! rv� +24.0 FYsI. E� t1 , ._\ I_/i m ; min NAVD II� SIGN ill Ir III �A + L_ SIT Jn '� J • O z—� I It 1 1 L r �� ® ❑ � - ❑ �- _ � � 1-CURBv1....... � I �I I / \� "DO NOT ENTE•SIGN � -CURBI �-_� _ II �-RE IJ. I L-RAMP .AVERS �' STOP SIGN&BAR` C-RAMP �_ -CURB �a\��+ PER FDOi INDEX 304 TY• 7 CR-E J TVP ti PER FDOT INDEX•304 6"SKIP(WHITE�\� \\ m c ,� p I F-CUR: ' . TYP 2'-4' F.F.EL 4''..5 4� �� TYP Il �I a4.d FY / ! u ,�. p p Z o NAVD f milpimplii 165 ; o OI +\'® _. m NST C-RA,■!I 1 1 II 1 ni �®I arartar.i,mpl TYP rill - 7♦'EO D WLj • 73 • 01 I I HU F.F.EL E.F.EL F.F.EL D-CURB STOP SIG : . 116\ ( ` ` ° ° �� , ri E(1:0 ,:,1 L 111-W ' !I 23.5 11111r lir 1 '11119: i9 50 ❑ NAVD ❑ 22.30 af.o F'I TY• F.F.EL "RIGHT TU-, + G� 6 •,_----_ -- -- h NAVDY __-JI■ ONLY SIGN ` ♦�, _ �e I '---“--1,-----•11---- '■ � NAVD ❑ NAVD vs_--' NAVD ,1. � 0 � '�i • •%, % m - RETAIN! WALL ❑❑ ❑❑ ❑��❑❑�� ❑ I\ aid❑❑ I\ I\ - \— \ w I\ + .... • • . M ® i�■W Y® °■lmi0!°°fi■®� + _ it ... XIST FPL TRANS _ ili +, * ,_ I ... )( X X X -- vN X )( ( )(� X X - k (,ORB 5806.PG 773) 2< E l :f - ( j 1 ♦ * • Cr-""" , N69'b1'26'W=Bd9.7a' n WATER EASEMENT X X X ��1`� .{ �• Tolo!Length= 180-LF ® - - - a — - -'- - _ -__ __ ORB16.096.PG _ Q ¢ ++0+ / ',\,, SU'G ;,�•...".- --.. , �jI ♦ 417 Pia �1s JEFF H.IRAVANL PE r . ® \ so '€I{,9!ONpr. \•, FL REG:33155 WATER EASEMENT ® 0 '1 1� LDA p6966 (ORB 6096, PG 1057) \ 11� 1 .,! JOB NO. O 1 •.T DIGGING ! 1 • occ FREE 1610-1274 gJ J SHEET NO. CALL SUNSHINE C-2 A'oru'ICATIO.Y 4'LIYI GR 1. ACCESSIBLE ROUTES INCL SW'S,HANDICAP RAMPS&DET WARNINGS '1 _ .8%.", .�", REVISIONS • 1.1 SHALL CONFORM TO 2010 US DOJ"STD'S FOR ACCESSIBLE DESIGN", 06-24-19 REV PER TEO FBC&FDOT DESIGN DESIGN STD'S INDEX 9384. SE County LIST Ra 08-05-19 REV PER SP 2. CR-X MEANS HANDICAP RAMP PER FDOT DESIGN STD'S _ INDEX#304 CR-X. ° 3. ALL EXIST INFO&TOPO ARE PER LEGACY SURVEYING&MAPPING,INC p L•"`Y -`' -1 DWG 9 18-120 AND BASED ON NAVD 1988 DATUM. 60 - V 4. GRT EL INLETS ARE THE LOWEST EOP ELEV.PANT SHOULD BE 1/4"ABOVE INLET N • : ^ GRATE AND F-CURB. N 5 ALL INLET GRATES SHALL BE USF HEAVY DUTY LOADING/AE- i y RF 6. THE FINAL LANDSCAPE GRADE AT BLDG SHALL BE 8"TYP,4"MIN BELOW - - Cki FIN FL ELEV. 7. CONTRACTOR SHALL PROTECT ALL INLETS&SITE PERIMETERS DURING Village B!Va CONSTRUCTION PER FLORIDA STORMWATER,ERROSION,&SEDIMENTATION ' 0 2 L1 CONTROL INSPECTORS MANUAL. - S IT j p M S I !�.�g 8. CONTRACTOR SHALL COORD W/UTILITIES TO ADJUST ALL EXIST I �.' __ � g 1 UTILITY FACILITIES TO PROP GRADES INCL FPL,ATT,COMCAST, •-"4" -`• �?-4. •`� - �J ^, SID(WATER&SAN). C1 vt,n ; VICINITY MAP 3 0 30' 60' 120' o c3 9 CONTRACTOR SHALL INSTALL FILTER FABRIC ON INLET GRATES ONCE THEY ARE ,3 oa Or) v� i-- CONSTRUCTED AND SHALL NOT BE REMOVED UNTIL ALL LANDSCAPING HAS BEEN m (INSTALLED PER FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL MANUAL. w W 10.SURVEYOR TO STAKE C-9 INLETS AT ANGLE SHOWN ON PLAN. I 3 File> 11.ALL SIDEWALK ALONG US-1 TO CONFORM TO FDOT STANDARDS,CLASS-1 3K PSI 6SCALE: 1" = 60' MINIMUM_ ar M a No. EL ® - 0 9 v, w CONST CB-6"C-9" -- p ONST CB-5"C-9' 0 • -15,E O (]y2h GRT EL 22.8 GRT EL 228 I - 1'.. .35.a ¢ INV EL 1]. INV EL 17.2 W '1'1311} - 1s 49 CONST CB-24"E" e"` INT C1= ❑° ❑ -- °y- ®- - -�- SHTC - GRT EL 14.5 CONGO 19 LF • m OJ ° SSS s• ❑ SEE g 18"RCP Q3 0.5x 1\ 339 ONST D CURB q a h° �r� .� I 13°. 2 FOR YD NOTES odc • ,35s5 __- INV EL 11.3-_. 15� 4i V___.:1_7' J> 1 _. A. 23.1. • 24.15 4 3403 1a TYP ¢5551 W • O . =G�\ EJ,t85 � �� GRT EL 16.5 -' J. •'tz z e,g 64,0 s•s - - zp. vs -- - • �rss E - _ yo FIT•:. SEE SHTiC 7 �) 749 CI w ❑ 1"-23.04-� - -. ❑❑ - ❑ J J- ❑❑0 _ 0 I _ I - a6 oD D -- • -'y�'91V---1,EL0.1� L e° CONST 99-LF ''.1; 1117:1111744, C0A15T jV ONST 30-LF _ 24"RCP 0 0.29, CU �� 15"RCP®0.3% Irl 9 • _ z,, sF EL CONST CB 2i"VG I F.F.EL .1° +Thy F.F.EL ' z z9 34.6 / 1 •?+ ❑ ❑ 21.5 FT RIM EL 18.5 24.0EFT' sJ F.F.E sa 13]• 24.0 FT ' -•N • L ❑ INV E 13.4 W ` , ' NAND et' NAVD 23.0 Fi 0 NAVD s INV E. 14.8 S 0 / yh >° ti h nw .z = .I 'o - •� -- NAVD INV E 11.5.E / �����_ ® e� ® t4>� • CONST C ST T6 P� 17 CONST CB-23"C-9" "4]] ❑ _ �BV CONST C: 9"VG" - ONSG T3 EL 29 C: C. 1 55 LF 111 1 N B-9 VG 64-LF RCP «�pppL� GRT EL 15.0 L Z 1 GRT L 2216 INV:L 14 W,E R E 1 VF 1®I 6 8% /`4NV El 11.4 CONST 73-LF 18' RCP -' �m l� IN EL 13.80 S INV 5 5 M __ I @0.68% IN E 15.8 W °'tia'60 ! - '� - INV E'C 9 W -- > I70 _-7•77--- pNST 24-LF 15"RCP n, INV s 4.0E h° r 6l '1;77F-1.1 „. ®/ SS y- I '� 32 32. 3.2 32 .. 3.2 2321 INV E ti 5 E GCT4 60.5 33.94 U 3 a n 7 I 72 a IJ i,.:22 4 z ss o 4,c�R`/' ONST CB-22"c-a" SEE SHT C- ]6; zs a0 'I, ts.. zso ta.]i II •s .5 ieo �.] �-I 0.] '•18.2 8 78.1- FOR YD NOTES 1 -u J 209 20] r' � GRT EL 15.0 TYP , CONST C: 7"VG" `239 •��. - �.- ',= _2a° :_a 6.a3 F.F.EL INONST 6l. 65LF0SW GRT EL 23.07 4 - • Lw 4, lI1S'`, -�.I i.:5 -_21.28• '. __ 71 _ J9.7 ( F IN EL 16.. - _- _ .�,' / 19.0 ET ® .4Y. - 2 8 ONST 192-LF 18"RCP CONGO 23-LF 15' RCP ev- __... -- -- - I - ,p°A Ic'AVD 5R4M14 _� ■ N-I JI' ®35-L' :`0.867,.8 ® 1 145-LF®0.359 60 S% _ - _ _ >_11_. _,48j. �:5 r_ 'r''s�®i 19.93..:19.88 9.65 � ,.'-18.6 15... 4:\ .1a.96 'IU 0 - ❑ F 6 0 39.22.6 'e f 18' X 1463' L� 6q-1 23.3 ° �® _ 170 LF®1.39 cc.. y l 6a T - CONST 23-LF 15"RI;P 35-LF 0.39. 1 °$ 59-LF �1 39 9 rhy ,f•P h G 60.58 - e.I _ 2 / 1J ONST 16:F SNI/ 2. >�y ❑ � ,� / - 114.]' • ].661 22.8_ - M1� -- 0 Wa10 TLF924LRCP4®09. 020.4 p0 i � 19.719.6® EL 18.0 y'zs 390 � Q' y " ° ° xFJ/ ° r ro h h " 0 s "'CT, b - - _ 4A 199 198 ` ,y �3 ' ❑ ❑ "t4 I292i // FF�T i; n //� ONST CB 20 'V¢EE-NOTES N CONST 4 LF' n 23 C Pre- e3 v, / 34.66' _ ❑ - n® / T ���� 1_NIV L 157, ` / \Q,,. '` F y°I 18-RCP 6 0559 ,3.4 CONST CB-8"C-9-I = LUNSFCB 10 C-9' \ 17/ " CONST 23-LF y -EMOVE& I�J ®2292 'I C °• GRT EL 0:181 . .I `YLa� RECONSTRUCT �( ,Ia 5 _ GRT EL C- •Z+=' 01 } N' 20•6 p4 15"RCP 6 0.5% • � � \ 192-LF 8'CONC SW �.Y.( � sy 230 I�1 INV EL 159 N 23.9 22] 22,• INV EL 3..9 �1:- • -� \ T�1 I • • w? by a° o _ ' SEE NOTE 11 h° Tf' I I 3477 • A 21 � //- . 86 oZ,X 0• • h • GRT EL 22.7 e � 0 °° 229. h 56 w -� I�h • I ) • °h ' ^° 1514 h • 1I "�,y• °P FINV EL 176 w -�, I ■ s--"X -_-__ \ os•, CfJI',�a\ 5 4 n 4' OUST CB-3 VG' `, ® A I •6. ti ON ST 102-LF 24F%(&36 3 > i -ho 1�. j INV FII 17.4 .ry •'n"h5 L , 4' F.F.ELK I 0 VU •_ e32 .1]ca � 23.5 J 23.5 • o I I T \ i 14.30 47 I ❑ - _ °I-22 9 r I/ ❑ B ❑ NAVD rI _ ®2 82 Il NAVD 0 ■ NAVD '2o.81 I I Y.�C 0 Y 0 D - �C ❑ ]C `0\. ■ EE SHT C-4 L ■ f I 2L d y �I C m -FOR YD NOTEo V ❑ ■ �. N zr-6 f F.F.EL .„ / TYP I I I. ❑ 19.50 FT `}. Zbbr a I ry 23.4- /, I eM1``e K F ____ 9 O 22 ,l ® IIF NAVD ❑ \9�`n / N • ll /1 Il 1 '1^� 528 q woe CONST GRT:L 2297 7-•'I o, h F.F.�L ONST CB-12 C 9' I '� .' •Q9 -) r - y'° N�rt� , • \ 1 • 42 :'I INV EL 17.05 N,5 O 23.4 24.0 FT GRT EL 21-79 ®29 I•" 22.9„ GRT 020.11 )11 i�'I �l 1� -- m W tan =' 10- ,,f,'' h. w L 19 7 INV EL 17.3 El =4 N 22.93 C J NAVD ■ INV EL 19 XI 2 •.1 .:.22 5 C I ■ ' rn 1 - \%� \ w ❑ ` / 20 I 2 II CONST CB 16 'C9' A i EE SHT C-2 y ryy ■ -11.' _. _ (l U ,32 19.2 LI 18.9 18.9 18; ❑ °° _. ❑ _� LI \ - ❑ ■ :1cej `,02 GRT EL 11 l FOR HC-RAMP GALLONTS 0 e p. 22.8 ONST F-CURB,TYP INV EL 11.6 TYP ♦ -I .35-LF 0.869. CONST 23-LF 15 RCP '°I \ m . 3 ti° 144-LF 0 0.69%- c_59 CONST 23 LF,.,RCP ° - 19.0 h1• I,7 \` ,,_-.-__1„._.'2',,a\ Y i 211 23.3 - ,•230 5 170-LF 6 1187- 35 IF 0039 20.01 -- a>yo 2996 ONST VG,TYP•1 2` ONST 205-LF •18'RCP 1 '1 60-LF 0133% 19.2 '137-LF 0 0999. 17 g® ONST 18-LF 9 I - CONST 155-F IS-RCP 777...�����'�99\999N 17 75 q® LF 6 569 w ®0.559 'a ' ®DSR O q ®0.5 \ 21 68 ONST 2 3- %F F.F.EL ' °p. / °1� II , „21]3 - -- ---.. _ -._-- 0.54 -• - _ -.-T -791 _._. - , 117018"LZR`P E0-b4- - '=t 1� �� 15''RCP®059x1• ki - (01(...--- , 2'.0 F7 � n irr :: --11 ��O.t„ � __113n._-_--- -.__.. - � 4 CONST CB 17"C9" � 19� - •] ..CL GRT EL 15.55 C FFII ^I ( - NV EL i/5N.W D II _29 .417°' ^2.7 7:- - 1 II CONST 8-15 VG" / 4 111 ]•0221 • -T90 19[�� .89 .89�� 8.7 61 1 ` 150' 0 w II ° / __ L 6"RCP 1.OR �p 23.4 I a� ONST CB 13-V * J ° RT EL 19] _ - ` CONSEL T B-18"NCL h `l ` \` 'i"'� // hp� -/ 1 -■ j IN El 1138 `J 11 J INV EL 1195 N 7IC J J X-$LOPE 1510` , , h,l F.F.EL IN EL 15.8 , F.F.EL F.F.E 13.3 WJ J J ,885.5%MYP ►� \` // .. • ONST CB-1"C-9" •� 23.5 INV a 16.8 S ryy L 15. 1.88 4 `\\ ♦f H• ,N ,/, 52 ■ a'GRT E 22.8 NAVD ❑ it ❑ 22.30 FT 21.0 FT F.F.EL CONST]0-LF SW y ` ` ,e3• I rl My EL 18.0 NAVD {,1 ❑ • NAVD ° 0 79.50 FT O 3-69, \ ` •�,``�•N 23.04- h 'O ❑ INV EL 17.9 -) �. h NAND ` J •, ��, �- ,? RET AINING WPCONST CB-2 C-'l- ❑❑ ❑❑ - ❑ - - _ _- ---...- ----- - -_.-_-• - REMOVE: • ;, • •m s� ❑❑ - _ - ,� O o X �, RECONSTRUCT .■••,�•• • o - _ GOT EL 22 8 h ro ro" h - h lU I I '� ❑ ❑❑ �- ❑ 80-LF 8'CONC SW / ��• '_•1■■ ; /f c' O �� �M� C� I �vVyWWV ` lam• J. • --.7., 02x3 wn%3-WAX•36310 000]-IVnx3 r.l32-1H.x3 -vmx3 WI -0303 2 wv.3-�- '33$ryp%3-Y4gx3 hh '° V28 5806,PG 7]3) X C ' e 7f v, . 23]I 3.39 hVra SII _...7,x, , 122 152 hh 10x3 BL 1T-•14,x3-60x3-1px,97.-080-240.7 3-ntuo 3 WA, " EA$ T X � • -° Y1Y s •i Total Length180-LF '� -'-dRk3-6w.X3-.-yr]Nex3--�- ,� •19.8, y. 4, 9 = z Ji y° 230 - -- - rw.x3 0'B 0596 PG �"3 2 NOG��45.9 3-6w.x3 nxx3-1w.%3 FD wnx3 x - _ ' "� r _� 1057 ST • -21.06 ®21.34 •.24 32 21.3, 2,.94 S C 4 J'a °9. 1°" ¢. ! %. lip/ '.• ` '''.1„ 3473 .12-x° - .2273 __ �2-s_ ®1106 ti.>> 1' FOR YD NOTES N v.,• 20.21 ] 1�O/� �,,/'Z I �v\`� 11 0 0 -- TYP °L'� I, .22.26 m • 9 \W 1 ,,5�••ORIDP•e. .� JEFF H.[PAVAN),PE .'7',,, s •z J .sJ •21.11 -20 56 ®19.94 30.09 ®30.01 N\ ; .1 t, O�/w ��`\�` FLCOAOa696655 e • o WATER EASEMENT I�•1 ` ///'''��� JOB NO. (ORB 6096, PG 1057) °1's1\ '48511/V71141450 + 1 `� �j 1610-1274 I zo a9 3N\ 811 SHEET NO. CALL SUNSHINE C-3 NOTIPTCAAXON CuRlElt �> w REVISIONS 06-24-19 REV PER SP ego a� --ii •i a o ry - O NOTES: N 1. ALL YARD DRAINS ARE 18" ROUND NYLOPLAST ELi 2. SEE SHEET C-3 FOR INLETS & STORM SEWERS. 3. ALL RWL SHALL BE PVC SDR-26. l7fllage Bivo o 0 SITE 4, 4. CONTRACTOR SHALL USE HARCO MANHOLE ui, s ADOPTER/AE FOR ALL PVC CONNECTIONS TO I VICINITY MAP J t STORM INLETS & MH'S. O d N 0 30' 60' 120' , 1N8 6 iC �m W f¢ i S L� 15 SCALE: 1" = 60' xx���-- bc.15 CONST YD-22C GRT EL 21.5 CONST 50-LF 12"PVC \ (` 9 0 NV EL 18.6 50.8% o 0) CONST 67-LF 12"PVC I @ 2.49. ' 4,9 w CONST 0D-27 CONST YD-23 COTE 21.5 CONST EL19.5 - --- -- - m GRT EL 22.5 GRT EL 21.5 CRT EL .0GRT 19.5 w \ _ N �MpIII( INV EL 19.. INV EL 18. NV EL 19.0 _ _ INV EL 16.• � 9 v IIIL _ -- --- - -- - - CONST 5©-LF 12' PVC •/ �=3 Z M v @ a c O CONST 50 LF 12"PVC ---- - -- - CONST 00-19 ®O.8 0 w � CONST YD-26 0 0.8% 019''4O�e�h q r GRT EL 22.5 I - •15°a •+s os ,Ia3 w 2 2 INV EL 20. INV EL 17.1 •Iy O ut "6", CONST 59-LF 12"PVC - --- - ''1.00 •n I y-1 - - {/ D ° - I -. -.. -.-, ® _.- _ 0_0.8 _ - CONST 52-LF 12'PVC \ 33v I (3 J S9 I. h Q 1NT 35 LF 12"PVC I0.. 2x0 rz\ .15.as 0:$99YJ!'--- --is. 2 i � O W -> cr,z IF s° 5 ,.I __ __ ®D'9.,. -. 2 _. _ ^.1_ 24. .1.- 6? �. 6. ¢ I n ,w 1 - - •I❑I❑ - - I❑I I _ :.- ` 'z, I _ '14,6' 'V I�g l y a, �� T, graCONST YD 1' 1 22.5 • ho • J \ •24.29 za ss -- F'F EL ,� INV EL 20.1 1 F.F.-. '®o F.F.FFEL ?°h" •>'lg ❑ ❑ za sx 23 EL ❑ 21 5 FT / • • 240E 1 _ 1 .__ __1__ __\ / >2-se- 24.0 FT 6 I r I J I NAVD I el,� 23.0 F7 -❑ NAVE, ❑'o, la 77 NAVD � ■ ! NAVD I I e I z •� �_--�.� ❑ 1 �I F I(,r ),11 % 1 _Iz, - 1� ��Ill I .. E008%MINNST LF 12"PVC- "•'\ CONST - -,, 50-Lk 12"PVC _� �r 1� / �{�, •o5i+,1„,,,, 08% I I1 in /-�-I \ + l� _ _ /� Ate\ t✓l -n u 1 u - ' LI '1-- F \ 1U ' I,�eS 70- I I 5 - l ` •::: \ 6k! -I IJ F F.EL �q CONST YD-2 - '- 2500 25 25Uj- 2.,+ '� �r� 23.60u_ `$ uu „ r2 .:..- ,9.0FT 16'dOLI`'`'yI`" IL��III � .I ,INV EL 19-5 \ _ - - - "�I- / - II II -- - 18 03 .\ <5 x1 E� ► � coNsr YD-28 coNST YD-zs --- ____7_7__7-- - - -- -_ - ��NAvn. ■■.■a ❑ CONST 79-LF 12"PVC --- .- -• 4.61 I°9�� 14 g6 p O- I GRT EL 22.0 @ 0.8-% GRT EL 22.0 CONST YD-24 - '' • - - - �ii�i.■:lie l n'6 '. • �{� IT_ ��' INV EL 18.2 ----- INV EL 17-] GRT EL 21.5 mm CONST YD-33_ - � $ • 9.� � `-. ®��� / • yin:llllGlrn■i m <°* t✓J P 2.60 (7I 1 5c° rye. i9, ONST 48-LF 12' PVC CRT EL 20.5 - - - I .,..4q� I■■■IIR■�■■.�■L�' ^ t3.90 Ip4 p o so `n ry ry NV EL 17.8 CONST 76- 12"PVC CONST YO-34 �- ■.■■■ ■n•1y��. �i m w .d� @ 0.8' .0=,4,- INV EL 16.8 @ 1. 7" GRT EL 18.5 '" i ..i��iii�• ✓+ o n %� '� COAST 69-L 12"PVC y - - - ■■ _�L 1JL■■■■■■■■■�..,,�1�� N ry -_ ,........„...,Th, CI- "• 23831' .24.66' INV EL 15.: _ 1 � , i\■ \■I N o I _ •• LI JJ � � ?s❑ � `� � ❑ / ■■ CONST � � � � 1- 6°J CONST 83-L 12'PVC - • ��,,,, f CONST YD ! * GRT EL 180 NS 9, _ o CONST 4+.J'-LF 1Y PVC ll GRT EL 180 •o J. I'i'\ V 15 y� n l n: e. q., CONST 47 LF 12'PVC I p. INV EL,158,6„.0 0 4t ��: a"' Sa.i 0 \.„,,,"• ti. •C'-�0 @ O.8% I ,� �9 •24n @ 0.8% 4a 8 I --.-'';1.:1 I■''s!''T'''''. o i o ONST C 0 � � � n ry ry ( 1e�.b - ® Izss ° .W\ ry • • ). n -_... _ n l 0 mS FF E n `o F.F.E OY T 331&12" V�ONST 27 LD3i2' PVC • •ISOza CONST YO-5 1.:' I� i ry J3.5 L '� F.F.EL 22.0I ®IO 5 7 @ i.5% \ W tazo o 4, CRT EL 22.5 I 23.5 I PIC❑I❑ I I 1_ INV EL 19. 0 _ R _ 0 NAV!) rl I C Il NAVD.❑ NAVD ..'°' I y I I -1� �C Y Y ❑ _-,x `m1 RI IJ CONST 00-29 01 IJ 0I F.F.EL • RT EL 22.0 0 L C CONST L 20 5 ° I I ,' ° '�0 19.50 FT CONST 784LF @ O.SV7 5 rNV EL 18.. GRT EL 205 �/ V I NAVD I pw w fgbz s. ^� I ,^1 CONST 40 LF 12"PVC K n INV EL 17. Irvz 1 I ❑,.. m\�' . ' 1 ^';' .• i @ 0.8 70m CONST 39-ILF 12"PVC 1 I4 A" m cN�\ GRT EC'I 2'' CONST 64-L}12"PVC 1 24.0 Fik 1 11 ®• C \ oO F., I " 1 �- �r l� r 1� '"V`.-1 9 I •Is.ze . , INQ°z.19.. 1 0.8% \•u NW 1b Z Pl NASA) l I 7' I4n C c m ; ❑ I � I L. � - � rl = -C I, � _L„ \ n 11 U - U U _ L J NN�\ o rt, 30 ❑ ° ❑ 0 "" I I 'I� ry °j CONST YD-3� 1N5 Y1 • •h CONST 41 LF IY PVC - - \ CONST YD.-3 CONST SD LF 12' PVC GRT EL_22.0 ti� CRT EL 20.5 d° GRT EL 22.5 '' 0.8 9, • INV El 19. -- ,9,0NST YD 12 u '3% CON$',�YD-11 • INV EL 17. ry°� o _ 1 GRT EL 12 0 P 0 - I C - INV El 20.1 - •a?gp ,21 e6 GRT'•EL 22.0 C,°ON$i 27-LF 12 PVC �+ INV EL 18.1 NV • EL 18:1 21.69 @ 4 7"---- �T .23,3 \ -- n n n n n ❑ NAVE) I = I -- - -- ° � I n n n n u n n n n n n n _ �I _ _ 1 - CONST D 35 Xm `� 1 d i - n\ I ` L. ' , 1 ` NVr ELL 13. m\ �.' n5°j CONST 0D 7' F.F.EL h� ®N�q 8 LF 42 PVC 4h ° 1 GRT EL 22.5 ,w 23,5 F.F.EL n F F EL CONST 64-LF 12"PVC ss `\ , INV El 19.. n CONS7 42.lF 12"PVC F.F.EL @ 2% \�(s` ❑CONST YD 6 NAVD 0 89.MIN 2230 FT CONST YD e' ° 21.0 FT ,83` r rvo I GRT EL 22.5 1 ❑ 'CONST YD 9 NAVD 'GRT EL 21.3.C�e NAVD ❑ 79.50 FT `\\ H• INV EL 20.1 I GRT EL 21.3 VEL 19.0. ❑ NAVD °' ` E ••• .1 23 ...ry ---111 „� .,o ry N -- • • .' INV_LS]8.•- __ 2, ^� N "ETAINING WALL - I ❑❑ ❑.❑ 0 - -_ - ❑❑ - - T� X ti C \`\` '_,I• .• 0 1`T I I ° � 5 ro5 •z ^ ro _ --. _- -.ry.. 10'FPL EASE ENT--. _ _ -. _ __,_.,,1= _- - -` I ,\ „Ism WAX] nax3 M1a�32302 nxx3 Wsx3 'I'�I33 xe4x3-tt+rvix3 23.) �, •RB 5806.P 773 C rig. ♦ NQ. •�( - - 2 x Eu„�I VX SII v •T31 -. 92?2 22 h2 vYA%3 wv.%3 �� woo-8003 Btiu-'IMx70 CONST LF IMI P14-nM%3_-�. m,%3�M]M,%3 W T R 096. P3' 3 5`' . �, ' �r e e ! Total Length=180-LF '' yo ONST YD-10 2. C 0.6%0- I ''''84 _ .b' woo ORB 6096. PG 9{W>R WMx3 6-w'10 moo g-nnx3 - �� rv5 • z • •2+s6 ®2+.34 •21.82 C6 CONST�D 15m y ♦ _ cs h' GRT LL 22.5 °4 CONST rc.13 .4x11®' `1' �zV■ 1057 '',0 I 2• CONST L 85 0'l " '3 ®z.31 INV EL 19.15 W •Ctga o GRT EL 18.5 6 •20.35 "' '" - -- 22!3_- 231 206 0.8%MIN 1j' GRT EL 19.5 ' _ INV EL IS.: m 2 GRT EL 14.5■ � 2113 _ - 18.3E CONST 42-LF 12"PVC INV EL 17.1 tl 'X 0 CONST 50-LF 12'PVC CONST YD 14 . ° CONST 110-LF 12"PVC 0'S 20 . STATE p - �IONST 50-LF 12"PVC CONST 56-LF 12' PVC @ 0.8 9. GRT EL 195 '� .e ,1.2° 0.8 0' I. ♦ F H.1 AVANT,PE c'08% 0.8% 2zz8 ', INV EL i6.• • CONST 98-LF 12"PVC 21.11 • ) up 0. 40os ®zoo1 o m\ °' .A s• ORION #, ,�5 ` Fl REG x33155 'o • .o @ 0'8 WATER EASEMENTy- ♦ cJA x6986 (ORB 6096, PO 1057) „,N.'\ / YREy � JOB NO . '"I'll‘ iijj�■LF 1. ‘ 1R10-1274 I I \ ///W I i LI 11,`i'- 49 SHEET NO. CA IAB ))) C-4 ,VOT'IPICATTON CENTER NOTES: REVISIONS T. 1. CONTRACTOR SHALL VERIFY SAN SERV INV EL @ BLDG 3.ALL WM PIPE AND PIPE FITTINGS INSTALLED UNDER 4.EXACT LOCATION OF WATER SERVICE j. _ _ W/GC PRIOR TO CONSTRUCTION. THIS PROJECT WILL BE COLOR CODED OR STUB OUTS TO BE VERIFIED WITH GC. \ {Ta 07-30-19 REV PER SP MARKED IN ACCORDANCE WITH SUBPARAGRAPH ♦ - ` �.._ 2. WATER MAIN SHALL BE DIP. 5.ALL SEWER INFASTRUCTURECT' TO MEET LOXAHATCHEE `i - E "'-\ •4 62-555.320(21)(b)3.F.A.C.. USING BLUE AS AS 14 a 4 a FIRE MAIN SHALL BE PVC C-900 SOR-14. RIVER DISTRICT'S"MANUAL OF MINIMUM HB.1 A PREDOMINANT COLOR.(UNDERGROUND PLASTIC �r! SANITARY MAINS&SERVICES SHALL BE PVC SDR-26. CONSTRUCTION STANDARDS&TECHNICALL 4 : � o PIPE WILL BE SOLID WALL BLUE PIPE,WILL SPECIFICATIONS' LATEST EDITION. �,\.} e o�a a 4 �1 HAVE A CO-EXTRUDED BLUE EXTERNAL SKIN. e OR WILL BE WHITE OR BLACK PIPE WITH BLUE 6.CONTRACTOR TO FIELF VERIFY LOCATION AND SIZE R ., s:41'a 9 F STRIPES INCORPORATED INTO,OR APPLIED TO, OF EXIST WATER METER AND RPBP PRIOR TO \r- "�� _ !ate°...9 THE PIPE WALL; AND UNDERGROUND METAL OR CONSTRUCTION.AND LET ENGINEER KNOW OF ANY H \ �Y: " -E CONCRETE PIPE WILL HAVE BLUE STRIPES DISCREPANCY IN SIZE. . .. IT \ APPLIEDUINGTO THE PIPE WALL.PIPE STRIPED 4.� & � DURING THE MANUFACTURING OF THE PIPE WILL ' +r 1 ` HAVE CONTINUOS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE.THAT ARE LOCATED • - - \ NO MORE THAN 90 DEGREE INTERVALS AROUND �(a h THE PIPE,AND THAT WILL REMAIN INTACT ` _ ,.1-:. ...'1;1 - s/I. DURING AND AFTER THE INSTALLATION OF THE •� PIPE.IF TAPE OR PAINT IS USED TO STRIP THE PIPE DURING THE INSTALLATION OF THE PIPE, s ` i o7 o pro Eo THE TAPE OR PAINT WILL BE APPLIED IN A v- ` `p�Jp 6 CONTINUOS LINE THAT RUNS PARALLEL TO THE - • •� ` t' AXIS OF THE PIPE AND THAT IS LOCATED ALONG t ..qT/!` I THE TOP OF THE PIPE: FOR PIPE WITH AN �i•a ...� 4 � { INTERNAL DIAMETER OF 24 INCHES OR uT 3 0 30' 60' 120' GREATER,TAPE OR PAINT WILL BE APPLIED IN '` VICINITY MAP 3 CONTINUOS LINES ALONG EACH SIDE OF THE O 3 N PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ID 61. II.1 ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE m UNDERGROUND PIPE. F •�Q w� SCALE: 1" = 60' Qq 1g41 STA 9+38 \ I CONNECT TO EXIST 6"WM \ \ \ CONTR(TOR TO VERIFY SIZE P` \ �� `\.,..L. ) 0)//--6Frpr = 4 \ �J-- ii RED /OVER STM ` zr'�'! \ �. w - - ❑ _= Ci= _❑❑______Do _ �.o _.� _1 di ❑_T 11.1111111111_❑❑_ ❑_WI \�\ •STA 0+7z _ ��i` \I. rSTA 3+53 43'R - F.F.EL OVIST 8"X6" `�F.F.EL I ■ F.F.EL CONST 4' RPDA A SERVICE& AS SERV \`EI 2u 0 FT I24.0Fi �❑ pi F.F.EL STA 1+99 43'R 215I FIRE LINE ❑ NAVD %-1VER EXF TR NCH _NAVD NAVDX UNDER STM 23.0 FT CONST 4" RPDA r 6" L REO'D ❑ /4.- �� 213-LF 8" ."CL REO'DNAVD 7E ECF TRENCH 16.5 I "��_� - -_ - OVE. STM EXF 01V ❑' ' AN fAANJ CONST'•OS-LF B --_. RE T€- -T /_ Tr' I. � E�T ' 155 4"'vC_8{1"Ps MIN BE17 1 V ®0.499 IAN MAIN%-OVER ST DIP BE 7.0lib ` - '�4 Nirl 8"PVC B• 1172 SAN MAI - �,1 1 ce. •115"RCP 1].25 ®10 1I] \ i '. Z1 - ��..f. J 41,10,,, ..ins DC is A 1 1 1 u oe �.TYP eo T • F.F.EL a1! .- ', i. 19.0 FT ... \I \.l . 04 0 11 ILI wep_� Le�lle�-_C�Cf�LZJ= a� ----- -- ---- ll �I- � - ss ��`� .;,. ■ \ :17■ IQ Ai � NAVD ........... PE RIM EL 23.3 � I� .>•�■ Mil nft -Alt///} Pi.i•i;.ii�■o iC4�1���:I" `f 8`N All7' y �- L8� -II i�.��Ai�u■luuu ■ ■:,1�.:■ ( 51 94' F� v o1 INV E 18.7E qqppm� II��q. Ilk � INV EL 18.:N& yFFI!�� 'Ld - - � ON \N ��5,�._ -s Z_ �r _ ,-./ __ ■ II ❑ -, ,)�- s. iv. I o E\ ` NN M� \ e` aoi i�TTA 8+34 N I I CONST MH-7 - j� ) CONST MH 6 1/ .� /' ' ■■■ 1' SERVICE fi■ X--=OVER SAN r- - 1 STA o+9• iu A ISTA 5+31 E j RIM EL 22.33 RIM ELLIf[Gi '1 CONST FH-4 .. .■! ti \ ` E4 0 .1 STA CONST 8"TEEI V V EL 17.55 EI I INV EL 54 S , FLG EL 20.1 ■ ■■.■....■H .u■ CONST .TA 4 39 1 CONS FH :1 •1 jp, VEL 17.65 W' •INV EL 15.5 &E •I i• 11.1 1■I�r 1 '��:� `---Z___J-- 1•�I 15�_ U. --c--- ►•a1�ili ( ■YAr'�11:411iiil��•• x SPN\yN49N Ia] I TA 3+34 W , ■ i., cMO ~: , ��� ,. �l RIM 5'::262‘,45-, `2 8 • A vNNE 2 8 44 0 I_� _ E; F.F.EL . . 0+00 ' -OVER• C 'N \NN CE Zy7 II 23.5 ETE , TE 4 ' - Ill', o r-• - t_ �� J I■I� � � ■i _ NAVD (� � I 9 I 1:1■ ■, 1 1 ; 1. �e►T7�CONDRO���I�OIS,T/3� I � ,St�St 6 6�WP 1,:El PI r. `�� R 19.50 FT IM EL 18.25 CONST 94 LF 8"PVC I I , s „VER\FY „.,ilt \ 1 . I 6' DI" i� CONST 4' .1 I� �I NAVE, I VVEL L130 5 SA®05$N MAIN III MI \\mNIGON`'T 6aGN ` CONST H 8 I: c ® TA EL 2 R'1 ` "/ 1' 1' DA CONST 202-LF 8 -- \ p Ct�ST 6X8 RELY ELI I e ®CONST FHp3 I I SAN MAIN �� I �"m \ RINE 23.3 1. NAVD �I RG EL 23.5 1 11_11 1n 0.5': 20" \ >• mm1 INV EI Ly8.7 E I A 5+0, IS: '',INV EL 18.8 N&5 . a TA 5+97 11 11 , - UE. %.",,,,,,� 31It 1``�c-J' _ e .CONST 4"RPDA- _. iI 1 IPI • No - •`` - �._!:L� -.- - ■ ��VJlll� ❑ J I� I \ St0+g4 90'BEN1 a) $: _ -_ - I FAN 5 I 8"06"TEE IIIIIIIIIIIII`c.sT H-2 II" • � - _. _ -_ I I . --�Y' T FH-2 AN%-OVER STM ‘„__,.----.T.- -_-_-`\ > m ,, u„' Ii _ ` PVC BE 14.5 \ >� w .. I -_ -��=` 8 RCP TE 132 0 - -I-. r o�i CCA1 54 LF 6, w � -1 .� S . _- - ,.,..1." SAN SER I ' p -= lust �K A. \ Y v � c 24.o ®1.D, .a LT..,1 1 -.__--- ..- I. ®literrarl i 1H' .11111=� =4 ° o ® ❑ NAVE) A L. �, II a I I 1 1 I 1_' I ' Ili ' , ® �\ \❑ 1 = ','I - 1 N 1 1 III 1 1 I�I Y�ICO`.'S' .3 ,, 6" I it II AN MAIN'.. X UNDER lip .__I \\ a ] SA ERV r CONST : y 1 8"PVC B. : &SEWER' a °y \; G ' 0.49 I 0b� '�, c ) L 5'RCP 6"REO'D � L Ti. DOUBLE ISAN SER\• % I DIP 6 CL •1!I !r OS-LF 8" \ \ `\` , TYP-" I ; . SA®N 09 . \k \ �� / ��-"'!ll�i� ___ FT �_ ('- ( CONST 6"X8'RED ❑ '■ , TE ECF TR NCH 13.75 NAVD50 PT ■ \ ` \ ,`IC ,�� ,,f f-�RETAIN I WALL ��❑�� ❑■ ■ ■❑ -71;11111111111166111161.111 - ■ -I• V I\ I. _' __ OHM L i% 12"RHES � � �,� . -. -- �� �=�^IIIIIIIII���1121� r: \� • --- •r • 4 WATER MAIN X-UNDER FPL SERVICE _�° 1Il ■■ ■ , I _� / • , \ - 1�_ ORB 5806.PG 773) \. \ -*- m--'-.e _-'WtT R FinaSEMiNT.... -'-e, -' ..e -' OHW- = ' * • * ` / Total Length 180-LF STA 0+00\CONST 0"GV - --- -- .- _ ❑� ORB 6-,J PG - �^ '�' --�'� 'j ' . STATE ` . 6"WET TAP COMP ca a ¢ .._.- 1 ) -1 - ¢ . . �: &TAP VALVE \s I. • o v ' \\ `tiro•‘`°R P, • ❑ ❑ p L- - - @ �9 9 V-A ��.RID r. . H. `EVIL.PC ® 5 ';�v�ONA � �-L 1L,Q'Ca33155 WATER EASEMENT ® \ \ \\\I. - I, 698 f/-ANAL E ``' AAg ANO 6 (ORB 6096, PG 1057) 6 \ '4BHOURSBEFO1c�L�lt� f Aa EXIST SS MH \ \ nG>:f It RIM EL 15.32 GILL TOLL ', 1411810-1274 INV EL 3-74 NW SHEET NO. INV FI 3 R SF \ \ 811 CALL SUNSHINE C-5 NOTIPICATION CENTER REVISIONS GENERAL NOTES: CONCRETE SPECIFICATIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE GROUND.UNDERGROUND,AND ON THE SURFACE STRUCTURES AND 1.ALL CONCRETE SHALL REACH COMP STRENGTH OF 3.000 PSI MIN IN UTILITIES AGAINST THE CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE 28 DAYS.MIX DESIGN SHALL INCLUDE MINIMUM CEMENT CONTENT OF SOUTH P/L--I h.-NORTH P/L TO SAID FACILITES 470 LBS OF PORTLAND CEMENT TYPE II PER ASM C-150&120 LB OF FLY ASH/AE PER Cy AND ADMIXTURES SHALL CONFORM TO ASM I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO BE C-494.WATER/CEMENT=0.5 MAX. PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE 2.SLUMP AND CYLINDER TESTS(ASTM C-31)SHALL BE MADE BY AN 8.5' EXIST WALL ENGINEER. INDEPENDENT TESTING LABORATORY.PROVIDE 4 TESTS WITH EACH SOD CONCRETE POUR AND/OR EACH 50 YD OF CONCRETE PLACED. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY SLUMP®POUR SHALL BE 5 IN MAX.(6"FOR PUMP MIX). NO 10' FPL EASMT 3'@ 6H:1V _ 3' MATCH EXIST GRADE REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR WATER IS TO BE ADDED ON THE JOB SITE. MATCH EXIST GRADE -44--_. SOD SOD 6H:1V 211,11/MAX INSPECTION AND/OR TEST. 3.CONTRACTOR SHALL SUBMIT THE MIX DESIGN TO ENGINEER FOR REVIEW. 611:10 MAX 1 F.F. EL 19.5-23.5 F.F. EL 21.5-24.0 4. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL.RELOCATION AND ALTERATION OF THEIR FT, NAVD FT, NAVD I� / EXISTING FACILITIES. STRIPING Z_ 5. WHERE ENCOUNTERED,UNSUITABLE MATERIAL SHALL BE REMOVED TO A 1. ALL PAVEMENT STRIPING SHALL BE IN ACCORDANCE WITH FDOT INDEX 15347 _-' O DEPTH AN AREA DETERMINANT BY THE ENGINEER AND BACKFILLED WITH ALL ON-SITE STRIPING SHALL BE THERMOPLASTIC. I I I MINI6"SWALE ,F t O O co CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. O O `� ALL STRIPING IN PAVER AREA SHALL BE COLORED PAVERS.I.E.,WHITE PAVERS FOR STOP BAR. 6 SWALE TRM U BACKFLUNG SHALL BE IN LAYERS NOT GREATER THAN 12"THICKNESS AND `0 COMPACTED TO 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED I I c BY AASHTO T180.FILL ORDER BUILDING SHALL BE PLACED IN ACCORDANCE 2. ALL STRIPING AND MARKINGS WITHIN FDOT R/W SHALL BE THERMOPLASTIC. u-, 3 WITH SOIL ENGINEER'S RECOMMENDATIONS. 6. ALL WORK SHALL BE PERFORMED IN A WORKMANSHIP MANNER AND O, 2 2 3 NORTH PROPERTY LINE SHALL MEET ALLCODES. NE CITY.COSHAY,STATE,AND FEDERAL -� F REGULATIONS AND/OR CODES.INCLUDING OSHA_ SOUTH PROPERTY LINE SECTION "' JG O 7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND/OR LICENSES TO UTILITIES SECTION ( 3 1:71, L' 3 COMMENCE CONSTRUCTION. TRM: TURF REINF MAT FOR SLOPES<4h:10 8. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF WATER: 20 LANDLOK 450/A.E. 63000 PSI OR OTHERWISE NOTED. POWER, VILLAGE OF TEQUESTA Q WATER UTILITIES 9. ALL REINFORCING STEEL SHALL CONFORM TO ASTM-615 AND HAVE A ALAN BOAZ JAY WICKHAM .'''' NORTH DELAWARE BLVD. 345 TEQUESLA DRIVE TENSILE STRENGTH OF 60,000 PSI OR OTHERWISE NOTED. JUPITER FL 33458-03TEL 6L 33469 WEST P/L- , ,n TEL(561)575-6396 TEL(564)768-0484 a 10.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FORA W PERIOD OF ONE PEAR FORM THE DATE THAT PROJECT HAS BEEN TELEPHONE: WASTEWATER: EAST P/L ACCEPTED.ALL FAULTY CONSTRUCTION AND/OR MATERIALS DURING BELLSOUTH LOXAHATCHEE RIVER ENVIROMENTAL Rn 00 00 FORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CONTROL DISTRICT I US-1 R/W 1 L _ JACKIE MILITARYFERGilTRAILom _ 1 it. ALL DRAINAGE SYSTEM SHALL BE CONSTURCTED IN ACCORDANCE 2021 S KRIS DEAN SOD WEST PALM BEACH,FL 33415 2500 JUPITER PARK DRIVE EXIST US-1 J M WITH THE VILLAGE OF TEQUESTA REQUIREMENTS. TEE(561)357-6440 JUPITER.FL 33458 2' 5' @ 10H:1V�10' 0 10H:IV I�15' S.E. t SW �, CATV TEE(561)747-5700 SOD SOD 30'-63' _ `'X DRAINAGE COMCAST CABLE S0000WATER: CHILD-PROOF RAILING I 4 8 8H:1VMIN 4 w E VILLAGE OF TEQUESTA 42" HIGH F.F. EL 24.0 F.F. EL 19.5 i` I. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER DETAIL AND DAVID WASHINGTON STORMWATER UTILITIES EL 23.6 FT, NAVD FT, NAND L 18.8 EL 18.7 I NORTHPYWIE PARKWAY EL 23.0 �� O Z IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION WEST PALM BEACH,FL 33407 JAY WICKHAM TOW 23.5 U w STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. TEL:(561)227-4278 345 TEGUESTA DRIVE I �� .11101111r12" SWALE LATEST EDITION. TEDOESTA,FL 33469 MATCH EXIST GRADE I TEL:(561)768-0484 17.5-18.4 I I V M? w 2. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAO AND TO BE BEDDED PER DETAIL AND IN CONFORMANCE WITH SECTION 430, --\\1 \-6"SWALE 6" SWALE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION EL 22.5 FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION. l 111111111 I 3. PIPE SECTIONE1125.ES TO FLORIDACAVATED AND DPAR MENTI OF TRALNLD IN ACCORDANCE SPORTATION STANDARDTH RETAINING WALL MATCH EXIST GRADE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.LATEST EDITION. SEE PLANS FOR LOCATION EL 15.2-17.7 4H:1V 4. THE FOLLOWING PIPES SHALL CONFORM WITH THE APPROPRIATE FOLLOWING SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST WEST PROPERTY LINE EAST PROPERTY LINE V) EDITION, 1.2 REINFORCEDORCONCRETEPIPEPI (RCP)-SECTIONS 443 AND 941 SECTION SECTION 3.CORRUGATED ALUMINUMEL PIPE(CR)-SECTORS 430 AND 945 3.CORRUGATED STEEL PIPE (CMP)-SECTIONS 430 AND 943 ��11�� 5. ALL CORRUGATED PIPES SHALL BE INSTALLED WITH MAXIMUM LENGTHS IN t✓J U ORDER TO MINIMIZE JOINTS. 6. ALL CONNECTION BANDS,FOR CORRUGATED PIPES,SHALL BE CORRUGATED. q� O �l Z LT_LAP-TYPE.IN CONFORMANCE WITH AASHTO M-196,AND TO BE MADE WATER- TIGHT BY USING A GASKET AT LEAST SIX(6)INCHES WIDE BY 3/4"THICK. ({j 7. HOPE PIPE MATERIALS WEST P/L-�. j HDPE PIPES 12"THROUGH 36"NOMINAL DIAMETER: TYPE"S"SMOOTH INTERIOR PIPE IN CONFORMACE WITH AASHTO M294. I AX NOTE IORRUGATIONS SHALL BE ANNULAR CONFIGURATION ONLY. J HDPE PIPES 4Y AND 48"NOMINAL DIAMETER: [--! TYPE"D"SMOOTH INTERIOR.SMOOTH EXTERIOR PIPE IN CONFORMANCE I +� MP46-95 TYPE"o EXIST GRADEI 17' 0 14H:1V 10' 0 10H:1V 8 AREAS ALL °DSHLALLL BE PINNED PER E GINEE S DI ECWITHIN SLOPES OF DRAINAGE ONSHALES.AND RETENTION 26.8-27.4-N..41-1 \\ SOD SOD 9. ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO VILLAGE OF TEQUESTA 11 F.F. EL 24.0 SPECIFICATIONS- SEL 23.0 fEL 23.6 FT, NAVD 10.ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. , 11. ALL ROOF GRAINS AND YARD DRAINS SHALL BE CONNECTED TO STRUCTURES I I I BY THE UNDERGROUND CONTRACTOR. E'S WALE ROADWAY EL 22.5 .,- , T. SUBGRADE SHALL BE AS SHOWN ON SECTION. 2. BASE SHALL BE AS SHOWN ON SECTION.HAVE A MINIMUM LBR 100 - --- EXIST RETAINING WALL m AND TO BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY SEE PLANS FOR LOCATION AS DETERMINED BY AASHTOT-180. off 3. PRIME COAT SHALL BE APPLIED AT THE RATE OF 015 GALLON PER SO. a YARD.WHERE REQUIRED.TACK SHALL BE APPLIED AT THE RATE OF is 008 GALLON PER SQUARE YARD. WEST PROPERTY LINE 6 4. THE CONTRACTOR IS TO SUBMIT ALL REWIRED TESTS ON SUBGRADE, CO BASE AND SURFACE COURSE MATERIAL PRIOR TO ANY REQUEST FOR SECTION a PAYMENT. 5 IF ANY TEST FAILS TO MEET THEIR SPECIFICATIONS,THE CONTRACTOR. PERIMETER SECTIONS �512 N y AT HIS EXPENSE.SHALL CORRECT ALL DEFICIENT WORK AND SUBMIT "Cl TEST RESULTS INDICATING COMPLIANCE WITH THESE SPECIFICATIONS PRIOR TO ANY REQUEST FOR PAYMENT. 0, p 0 6 ALL UNDERGROUND UTILITIES WITHIN ROADWAY CONSTRUCTION SHALL '5 N BE INSTALLED PRIOR TO ROAD CONSTRUCTION. 0 CI 7. ALL ROADWAY CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE w APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD N r SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION. RS z 0 A. ALL CURBING.AND RAISED SIDEWALK IF SHOWN,SHALL BE CONSTRUCTED •- PRIOR TO ASPHALT PAVING. `` O CONSTRUCTION INSPECTION CHECKPOINTS \``\�f�"Ili��! CLQ ro ROADWAY: THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR 16'@ SH:TV 16' @ 16H:IV ` \ H.H. / INSPECTION AT THE FOLLOWING CHECKPOINTS: a 1. PRIOR TO ANY DEVIATION FROM THE APPROVED GRADING,PAVING, SOD SOD `G_••0`•+" _ AND DRAINAGE PLANS. F.F. EL 23.5 `` ), V FT, NAVD EL 23.0 2. PRIOR TO BACK FILLING OF TRENCHES CONTAINING HYDRAULIC CONDUITS, /-EL 22.5 F.F. EL 22.0 j �� 50 THAT JOINTS MAY BE INSPECTED N EL 21.5 FT, NAVD A'. �f/ I_ 3. UPON COMPLETION OF THE SUBGRADE COMPACTION. - I I ^� �_� L ' , L • SEAL 4. AT THE TIME OF DELIVERY OF BASE MATERIAL I I 4 TIF Mao 5 UPON COMPLETION OF THE BASE AND PRIOR TO PRIMING SWALE EL 20.5 t13 Miss 6. IMMEDIATELY PRIOR TO AND DURING THE FIRST APPLICATION OF THE ' *'.� STATE OF a. MIXES WEARING SURFACE. 4ry-, �� 448. ` JEFF FL H RA633155 E 7. UPON WITH TEEOC OF CONSTRUCTION A FINAL INSPECTION MAX BE SECTION A-A 0,*. ORIOP♦6��`�` COA JOB NO. 986 MADE WITH THE CONTRACTOR. A ` ` 1811-1274 '.,,.,ORAL P` ` SHEET NO. fil!ill° c 6 / , REVISIONS VARIES D.O.T.#f TP-26 r'I6'2•/O' WHEEL STOP IF. oOWN ON PLAN D OF PVT Ur — ASURFACE 1z MI 3i0" immouni SUBGRADE C-CURB I f= Saws ©U I I.ON POST x U P. HC SIGN-- WHITE _ -,co V � >. - f�---1 PW9A co. • c 5':5' I FLEXIBLE PAVEMENT B "' (STD.) ill SURFACE: 2" TYPE 5-3 ACSC(2-1' LIFTS) H y __ ;__121 3 MN. ; BASE: B' COQUINA/LIMEROCK/CRUSHED CONC COMP MIN LBR 100 NOTES .II Luw II_ orc'" o d ID DEWCtaf9.E SUBGRADE12COMP SEE CO.RETL . IREiYili 5'MIN CMM.o E..UACC..0.10 w.FKC CaaHF eow PLACED ac s LL PAVER D-CURB -4. SURFACE: 3-1/8"PAVER :i _ 0 POT n0 A�- LEVEL COURSE: 1"MAX SAND u - a.uE x I BASE: 8"LIMEROCK/COQUINA ROCK I :'I I a H C 2• f 2rLrv—W..-12K-Iv - F SUBGRADE: 12"COMP _ — To STALL y 1=1 - CONC SLAB ••• I "� e (18 'r' SURFACE: 6" SLAB W/6X6 W1.4XW1.4 WWM OR FIBER MESH I� `� zwax C(20 1- v1 co SAW CUT SLAB DIMS PROPORTION SHALL BE 1.5:1MIN NIB Ira .a-, ALL JOINTS SHALL BE IN ACCORD W/FOOT INDEX 305 0.>< SEE PLAN z SUBGRADE: 12"COMP T ACCO ANN AIH J c` SEE CONC SPECIFICATION ON SHT C-5 r use LI. TOO2 OM TO SE 01 �aIT.SMOOT n., .BOO.Cw "I µF-CURB»b 3 -i I-3-(36"M.) w o - FDOT R/W FLEXIBLE PAVEMENT ..... ® 111 p a ry SLOPE.TTP �.�:y' w SURFACE: 1.5"SP-12.5 W/1" FC-12.5 ACSC .,......,..o. 1.ACCCESSINUTY TO x w1THW BUILDINGS.INCLUDING THE PLACEMENT a = Au S 3 DETECTABLE DAR 000 SHALL CONFORM TO THE 1994 uS DO3 BASE: 15"LIMEROCK/COQUINA BASE ROCK LBR 100 ti.a.M 28CfR PARI 36'510'5 FOR ACCESSIBLE OESLGN"tr FOC CHAPTER-11 '''7.1. w SUBGRADE: 12"COMP TO 98%MAX.D.D. AASHTO T-108. .e " 11 2.PAINT SHALL BE APPLIED ATA RATE THICK ENOUGH TO PROMDE FLUSH w/PAVT slOUDIPS WHIT(15 E/BL�/)_CK LINES WITH NO LIGHT SPOTS OR PAINT BUILT-UP CURB RAMP \�. .,. 2.CLITTO 10 BC iri P.CE PRI.TO SAUCE COURSE 833 PLAMO. 3 SASE 'IBM.CuT10 DROP WCURB(VALLEY TITBAL 70 MOO 6'0.0ir A.6GUTTER) PAVEMENT TYP SECTION ....CURB DETAILS PARKING STALLS DETAILS °a EMMA 0 o BRACKETSCY 0 L+- BLADES 71 6 \i STOP CI- 12"COMPACTED SUBGRADE rc 4"(TYP.) AT 988 T-180 1/4"PER FT.SLOPE I EDGE: Ili4 -• �g�•• ROUND ALUMINUM POST ISI 172"R. " W'R 't9@ i ■: TYPE YJONT"A SECTION A-A CLASS I CONCRETE PER ' / 11 P.T. 'I SECTION 345,F.D.O.T. n STD-SPECIFICATIONS, 111 OR OTHER APPROVED \ a OI \ MATERIAL. ' JOINT 5•-0" R/W LINE m \• A111 \ - - RAMP REWIRED: 110.; jji. "\,_ r T1'P ` LOCATION TO BE "" DETERMINED BY NEIN Exrs SHEET I CITY ENGINEER a BLADE 6'TO 12' _..„�s.w. M.s.W SECTION TYPE"B”JOINT p C. „, H m A TYPE"A" JI L1 AT RADIUS WHEN POSSIBLE PLAN JOINT TYPICAL STOP SIGN N o a -11 -1 98%D.D.AASHTO T-180 PLACEMENT 0.10 COMPACTED SUBGRADE 0 C 1/4"R. •j/. GENERAL SPECIFICATIONS C:11 OS .% EXPANSION JOINT i • MATERIAL PER SECTION FLAT BLADE:.ALCOA#86054.6063-T6 ALLOY y 932-1.1 F.D.O.T.STD. ETCHED,DEGREASED WITH#1200 ALODINE FINISH "CJ - T SPECIFICATIONS. TYPE"B" WITH#2277 GREEN SCOTCHLITE BACKGRAOUND OR EQUAL DIMENSIONS-9"5 12"MIN H..24'.301•OR 36"L. I ETTER: NAME-0"&9"SERIES'B'#2270 SIDEWALK JOINT SCOTCHLITE(SILVER)OR EQUAL-SUFFIX-4.5" _ -I--,SERIES AS ABOVE. > QJ BRACKETS: SEE DETAILS 0 ALL SIDEWALKS IN TARFFIC AREA/OWY TABLE OF SIDEWALK JOINTS POST: ALUMINUM ROUND POST 0- Q N SHALL BE 6"THICK,OTEHRWE 4"1611N. STOP SIGN:RI-1 MUTCD-30"x30"(HIGH INTENSITY) z TYPE LOCATION LOCATION: ONE PER INTERSECTION AS INDICATED ON P.0 AND P.T.OF CURVES.JUNCTION OF THE PLANS. - A EXISTING&NEW SIDEWALKS&EVERY 30'. POLICY 9"BLADE WITH 6"LETTERS FOR TWO LANE ROADS -0 5'-0"CENTER TO CENTER ON SIDEWALKS WITH A SPEED LIMIT UNDER 45 MPH. 0 "8" SCORED DURING PLACEMENT OR SAWCUT 12"BLADES WITH 9"LETTERS: WITHIN 24 HOURS OF PLACEMENT -THOROUGHFARE ROADS FOUR LANES OR WIDER W WHERE SIDEWALK ABUTS CONCRETE CURBS, -TWO LANE ROADS WITH A POSTED SPEED LIMIT /1 0 A DRIVEWAYS,AND SIMILAR STRUCTURES 45 MPH OR MORE. ``\\`,, {'//',// \ H._ /• o 69 a. SIDEWALK CONSTRUCTION DETAIL STREET SIGN/STOP SIGN .4% •#1C VAC �., SEAL *# 1 N� #ct ZEE H PAVANE PE • 'STATE OF �/l RC C#33155 6966 40 0B NO. ���•.,PI ORID� ; ; 1811-1274 _A•%��� .��,6` �, SHEET NO. �!''f,7 ONAiiiiii``v 0`�� c-7 11-1\-IPI / \ REVISIONS • F. "�1 I 05-29-19 REV/SFWMD #'.�v�� i�'TN L GRUHD �.'�.3...i'F o.0 0 j F. SURFACE BACKFlLL,BASE AND i _ �� O'ob \`� CLEANWT RING&COVER SUFACE MATERIAL TO BE PUCFD 32 1/8' A Cl D R APPROPRIATE 19 1 2" �t 1/2 O O o0•• FINISHED GRADE CFf n ppRRpp��uRyuuM 95R 1 / PAVED SURFACE DEE 36'4 % AA i- it 6 AX �A\ \�.\Ri T O O O O O ooh DEEP \ 1ggI NNyyiiYY pp[[ppyy��IIRR �N IA EPS fN1T4DEE0F AO 0 APPROVE?. / /� Hi llff WAY 34 1/2'• -1. O SEWER o \ \ //�� A ABORROOT .G '::%0:0:0:0:o „„ • ' BARRIER`\\ \\, TA, v 1 1/16" 1 1/2" \ O O 0 0 0 /, 10 LONG \\ \ \"\ GRANULAR BACKRI PLACED ANDo o O�0 1 / CEp' COMPACTED 10 uwwlu 96A OF 3/4" o / DN TIEE �-�. , / 1p9X,M DENSITY PER AASHIO-T-180. y �.'� 5•o. \ 2'W%.SIZE. 1 Ti... I 30 1/4' I I I IDE ,KATION✓�'-� gqFFIDq�WWNLR;;NAIERIppIl 41 1/2" H 1/2' . / i(SEE NO SW ggggR PRC l'''' I , �� PER AASHi0-I-180. THREADED P.V.C. RECESSED PLUG o co0 •• NON-PENETRATING PICKHOLES 0 L.L.. s (2 TOP.) n IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII / 6' PVC CLEANOUT a�! 1.BEDDNNG SHAH CD14Si OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK // p F3 'Cow D-CURB 3/8'-]/B NG UNSUITABLE W-SIN MATERIALS SUCH AS WCK,DEBRIS AND LARGER (�*ill° r j� ti 11111I"I"IIf III ROCKS SHALL BE REMOVED. .. m IIIIIIIIIIIIIIIIII STHE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTRE LENGTH WITH APPROPILATE COMPACTION \ '- F-La- 3 UNDER THE PRE HAUNCHES. \ F- I IIIIIIIIIIIIIIIIII STK RPE SHALL BE PLACED W A DRY TRENCH VIIIIIIIIIIIIIIIIII 4BAIXRLL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROM,MUCK AND DEBRIS. CD SDENSItt TESTS ARE REQUIRED N 1 FOOL LIFTS ABOVE TIE PPE AI INTERVALS OF 400'HAWN. ...um 1 SET OF TESTS FOR EACH WASTEWATER CRAMPY MAN RUN,OR AS DIRECTED BY THE C� �� � RATE INSPECTOR. •5 6111E DEVEAND RE ULATIONSo81RACi01R SHALL BE RESPONSIBLE TO COMPLY WITH ALL TRENCH SAFETY LAMS w ISLE SEPARATE DETAILS FOR'POE INSTALLATION UNDER EXISTING PAVEMENT-OPEN UT' NOTES: 1. U.S.F. #230-AB-1,1 MANHOLE RING&DOUBLE COVER. APPROX. TOTAL WEIGHT 605 POUNDS. `T-J ro 0.111E AFFECTED AREA SHALL BE RESTORED TO EUAI OR BETTER CONDITION OR AS SPECIFIED IN - PERwi/cONTRAci DOCUMENTS 2. MANHOLE COVER SHALL BE IMPRINTED WITH "STORM SEWER" L M '" -'3' OPENING 9APPRO D MAGNETIC TAPE IS REQUIRED FOR ALL POTABLE WATER MAMAS,FGRCB MAINS AND RECLAIMED NOTES: WITH NOTE"CONFINED SPACE Q WATER MAWS,THE TAPE SHALL BE INSTALLED MAX.24'BELOW FINISHED GRADE. 3. PAVED AREAS- SET FRAMES AT FINISH GRADE,UNPAVED Cg Q IOR001 BARRIER IS REQUIRED FOR APPROVED TREE INSTALLATION CLOSER THAN 10 FEET FROM AREAS- SET FRAMES AT FINISH GRADE+ 0.15'. 1.THE COVER TO BE MARKED"STORM C] 0 nun,FACILITES. ` W O IICONTWUTV4'RIDE DE PNNI STRIPING IS REQUIRED FOR DP/PCCP WATER MAWS(BLUE),DIP SEWER '~ W 711 PLAN MAWS(GREEN),AND DP RECLAIMED WATER MAINS(PURPLE) 12PERMANENT ABOVE GROUND UTILITY MARKER SHALL BE INSTALLED R REQUIRED Al PROPERTY OWNER E..�� S w GRANTING THE PIPE NSTALLANWNPERWT TYPICAL CLEANOUT INSTALLATION I..L.� 13 FDR RPE INSTALLATIONS IN ROAD (SEF NOiEn9 TAPE MANHOLE FRAME AND RING DETAIL �1-4 M a a 4'4- RIGHTS-OF-WAY,ROAD OWNER'S PERINI SPECIFICATIONS SHALL APPLY. I '. BAFFLE 3/8" ALUM PLATE WEIR EL 7.21 TYPICAL TRENCH DETAIL ROOT BARRIER A INSTALLATION DETAIL MAX TYPE INLET 'E GRATE C • G.F.5. A233 I wi 15.65 C 1•-4" 3-0" ;'-1 1.-1' 335 IRS NOTES'(1)GRATES)O BE CAST IRON d 18"RCP 2349 D 4-9" 3-0 4-1 1-1 380165. WITH ONE(1)SHOP COAT OF bb IE 11.2 WITH2".2 X/1"X 6/4 8"x 8"CONC.COLLAR M1TH 135.23 E }'-4" 4•-4v V-0„ 4-6' 465 IBS RED LEAD PAINT AND WITH 24 • ANCHD WELDED AT 6"O.C. No.5 BAR CONT.MAY BE 58 20 H �3'-4 6'-6 -0 6'-7- 725 IBS STANDARD COAT SPECOICATIp45OT >AA ' J PRECAST 6"x 8"IF CONE- WALL IS USED STANDARD INLETS 2 1/2'x 2 1 2"x 1/4" LATEST EDITION. / / (2)SEE DETAIL OF OPENING IN �e/�� 8"FASTEN FILTER CLO1H TO GROUT IF PRECAST ANGLEOWELDEDDE WITH 3/16"x 1"x 6" INLET SIDES, y/e p i§'SS BOLT&NUT FPIPE WITH ILTER CLOTHUMINUM MIRE £IL, _�_ - ANCHORS ®6"0 C. STANDARD INLET (3)BEVELED EDGES:ALL A W 12'OC. FILTER CLOTH EXPOSED CORNERS. �J L+- 1,1,_ COLLARS WITH 1 ALL EXPOSEDBS CONT. V CONC.CORNERS _ "A' GROUT IF PRECAST l(��r///� 2'MIN OVERLAP: _ � ���=� I ''uu AND EDGE$TO BE I i COLLAR 5 USED. r8"-1 f--7 SECTION A-A �1 `3u -AI� '���^ --/ CHAMFERED 3/4' _w VA�IES,�� -` 6 13.]5 / _ �9 `YlClll _ SLOTTED-.-_ Mil p> r "CUM- PIPE ^� FTLL WHERE PIPE ���Ir�O"�:• ~ DRAINFIELD ,I:. e SECTION 1 _ 8'CONE.WALL IS USED,1/2" 18"SLOTTED RCPT11 '�" �� "Yi FORMED-IN-PLACE ®� PLASTER BOTH SIDES 1\ /) INV El 11.5 I 3.5• 12 OR PRECAST WITH IREQUIRED_ i��f/ • IS • • DRAINFIELD ROCK .L 3 LINEAR FEET OF ' 0 12"O.C.E.W. 12"SUMP MIN -71 ISUMP MIN 10.25 J ��,. NON-PERFORATED PIPE =L. ].0'' g'CONE.WITH No.4 BARS EACH SIDE g� ,1-,--..--,s, '•;-± �rl 2' 6" AT 12"oc. I D-CURB J FILTER CLOTH u pa BARS u FILTER FABRIC JJ 0 12"O.C.E.W. 3' OPENING APPROVED BY ENGINEER NO 9 COARSE AGGREGATE DRAINFIELD ROCK PER FOOT INDEX#285 CROSS SECTION LONGITUDINAL SECTION GRT EL 16.51 DRAINFIELD ROCK A EXFILTRATION TRENCH 18 EXFILTRATION TRENCH INLET DETAIL INLETNTDETAILS KM o a q 0) o WOVEN OR NON-WOVEN FILTER 3 TO 6 COURSES OF CONCRETE BRICK O FABRIC,TYPE D-3.(SEE PLASTERED WITH 1/2'PORTLAND CEMENT •- FOOT INDEX NO 199) STANDARD EL 11.0 2'MIN OVERLAP z MANHOLE RING AND COVER SEE DETAIL 'I-II ?a' 2• ALL HOLES FOR PIPES SHALL BE CAST 0 Ci 16.5 ,• 1• INTO THE MANHOLES.OPENINGS REQUIRED #p•�� GROUT ME _ OVERLAP 2'(MIN) ON ALL EXISTING MANHOLES SHALL BE EL 9.0 ��7� SECURING DEV SE CORED WITH APPROVED MACHINES I BI UMASDC JOINT-RAM NEK, n o KENT$EAI.OR APPROVED EQUAL_ _ 24"SLOTTED RCP 3.0 . ALL JOINTS SHALL BE COATED C d INV El 14.0 1111 ANT F W11H 1/2"MORTAR INSIDE&OUT. •> CD a SECTION B-B - A 13.0 JOINTJ0 \`].0' J O� 4•-0"MIN.DIA. 0_ E ISOMETRPESHOWN ���'� O'T il�iH f� FILTER FABRIC J ISOMETRIC VIEW -T- FF ✓s APPROVED BY ENGINEER NO 4 COARSE AGGREGATE PIPE SECTION III 0 -0 ri 1 // PER FOOT INDEX#285 ALL PIPES SHALL BE WRAPPED IN ACCORD. ' DRAINFIELD ROCK P INDEX N280 SMT 1 S 4 FOR '''4 / MANHOLE BARREI H. • ALL PIPE-CONCRETE PIPE SHOWN - JOINT DETAIL �`_\+{/y N� • j�/Al�� 1'SUMP REQUIRED " / ///�/ FILTER FABRIC `•I , . 7.- •07,,' CB-25 DETAIL /� TYPE "E" CONTROL STRUCTURE EXFILTRATION TRENCH 24 FILTER FABRIC JACKET A,c • 0• *'. VARIES,. BEDDING MIN.6" W '''' PRECAST MANHOLE - ■ W -' * - W NTS W '" M• i NOTES: '' I ` 1. MANHOLE SHALL CONFORM TO ASTM C478 WITH 4000 PSI CONCRETE. w W I ` 2 CONE SECTION MAY BE EITHER CONCENTRIC OR ECCENTRIC ^' �, / v .` 3. BASE SHALL BEA MINIMUM OF 8"AND PRECAST WITH BOTTOM SECTION - !w`. 4. ONE GAGE#5 0 12"CTRS.,BOTH WAYS,IN CENTER 1/3 OF CONCRETE WALL ,.Y E M/CID• �`N`• 5. COMPLETELY FILL ANNULUS BETWEEN PIPE AND M WALL WITH CLAY BRICK AN• 11M 7lIiI� PORTLAND TYPE II CEMENT. • N. 6. WALL THICKNESS"T"SHALL BE A MINIMUM OF 8-. Y_ L T AS • N 7 CONSTARUCTION INFORMATION AND STANDARDS AND SPEC(STANDARD NS.CLARIFICATION CONCERNING EDITION.AND INLET ' ,. ` CONSTRUCTION DETAILS AND SPECIFICATIONS,REFER NC FOOT ROADWAY AND I JI•R ' ` 1841-141t i 1 I1 !�,'�'�� SHEET NO. STORM SEWER PRECAST MANHOLE C-8 • \ REVISIONS8111 METER BOX AND METER BY VILLAGE(TSP) BRONZE BALL VALVE u%\�\�\.\�\��%/\\�����\�%\%� %>/\\�\��\\/%Y/�%Yi ( --i--MIM 3/a"SERVICE LINE_L:-• II. (T,1 1/2`OR 2") BACKFLOR PREVENTOR• Z x -`- r METER BOX TEST COCK B B IANGLE STOP(TYP) -(TYPICAL) SINGLE SERVICE �u/Tn!/ IN yI e \ PROPERTY 1��TNKI=3!lirtA3Bi:-D� i 18 I r M8. 1 IIIIII. VALVE No-1 LINE(TYP) I� I - MIN. VALVE No.2 D A r.Oj'ro e BRONZE BALL VALVE - `J O O IOW .. WATER METER (I'.1 1/2"OR 2") �, 3/4"LINE(TYP) I I _ (TTP.) TT G Y� O T I•I� FINISHED GRADE `�3 N U DOUBLE STRAP SADDLE AND 62 I � , 1"SERVICE LINE �`�`\I\-� s�I`- ``Is s '`- CORPORATION STOP REQUIRED. ^^ '� �',� s.�I I..-I III. \_ IN (1"MIN..z"MAR.) o _;o c BRONZE BALL VALVE&BOX -til Y"BRANCH ( 1)1/2"OR 2") 2 SCH.40 PVC pJ� •� H< 3 • `l�f, DOUBLE SERVICE _� (POTABLE WATER Sihs U"' V 2 EXISTING MAIN 3'-0"MIN. N SUPPLY) 18 yyy III... 1 ( � 5 1 DOUBLE STRAP TAPPING rMIN. I I MIN. 1 G,-1 WA�' SADDLE-AWWA(TYP) BRONZE BALL VALVET IIIIII1rkil,<Ilintro ..���1Iii (1 1 1/2'OR 2") BACKFLOW PREVERMR MULL-SERVICE"Y" METER W/METER BD `• Ov:✓ CORPORATION STOP C &2 BALL VALVES UNION(TTP j a" -; ® M •J 1^ /I�II`'.�I1I\ VALVE AT VALVE Qom, �' JI+) 1 •I _� TAP O R TEE �J9) ��/ 2"SERNCE LINE II■ 12'MIN. WATER MAIN DOUBLE STRAP SADDLE t < -- FINISH GRADE CLEARANCE1111 ',2'w2 - l �� a'C=-TIS t ->_B L',./o r - �t DII. o d 1111, CORPORATION STOP(TW) I�1���/ �� U La N '',t, LINE FROM MAW ISI LEE TO CUSTOMER g 3/4"LINE(TYP) NOTES: U}�y,1 14 rn P, I 1111- -�.�IYY1�1�' 10.lrr-•II��'�■� Nom= 1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, L. u SAMPLE PONT SHOULD BE A SERVICE LINE OR FIRE HYDRANT FLUSHING AND BACTERIOLOGICAL TESTING PURPOSES. QUADRUPLE SERVICE IF POSSIBLE. ' \ 2. THE CORPORATION STOP MAY BE USED FOR FEEDING CHLORINE SOLUTIONS, NOTES: AND FOR VENTING DURING PRESSURE/LEAKAGE TESTS_ 3. THE VILLAGE SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING.VALVES ON NOTES: 1. ALL PIPING IS METER SIZE EXISTING SYSTEM SHALL BE OPERATED ONLY BY VILLAGE PERSONNEL. 1. AUTHORIZED SERVICE LINE MATERIAL SHALL BE POLYETHYLENE TUBING. 2. ALL PIPING IS BRASS WITH THREADED FITTINGS 4. AFTER BACTERIOLOGICAL CLEARANCE.VALVE Na 2 IS TO BE LEFT OPEN WITHOUT A VALVE BOX. 2. MULTIPLE SERVICE/METER INSTALLATIONS OF MORE THAN 4 METERS PER 3. THIS DETAIL IS ALSO APPICABLE TO 5/8"AND 3/0" SERVICE AND SERVICE LINES LARGER THAN 2-IN DIAMETER SHALL BE SERVICE WHERE A BACKFLOW PREVENTION DEVICE IS REQUIRED 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. A HANDLED ON AN INDIVIDUAL BASIS. NO EXTRA TAPS ARE PERMITTED UNLESS APPROVAL HAS BEEN BY THE VILLAGE 1`,J/ 3. NO FITTINGS BETWEEN CORP.STOP&ANGLE VALVE OR CORP.STOP&"Y" TR BRANCH FOR MULTIMETER INSTALLATIONS. T1 ;04 7qe ti VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS & DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS Pq/�� L` o TYPICAL SERVICE FOR REVISION PAGE N° REVISION 1 1 1/2N AND 2" METER PAGE N. REVISION PAGE NQ REVISION PAGE NQ LI/J MULTIPLE SERVICES ABOVE GROUND SAMPLING POINT(ON MAIN) DOUBLE VALVE DETAIL gi o (TWO OR MORE) SHT ( > SHT SHT SHT T 20'DIP MIN.(AS NECESSARY) �✓J F al -(I -- r I AIN m Illl�ll„lll IIID =1111=11111=RIM mIlll�l:IN EXISTING GROUND OR ROAD BASE MECHANICAL JOINT TEENI I / / // \///4\ ‘//\// SEE NOTE /` ��\ j i \�\ /- \- DUCTILE IRON PIPE �T `� S NECESSARY VARIES ` v PIPING TO BE MECHANICAL JOINT RESTRAINED •REMAINING BACKFILL PLACED \ AND COMPACTED PER APPROPRIATE SANITARY SEWER MAIN / 4 SPECIFICATIONS.(3-1/2”MAX.SIZE) WHEN 36"OF COVER IS REQUIRED THE REMAINING BACKFILL INCREASES e TO 24"OF DEPTH. r 4 1/2"PUMPER NOZZLE „ .1\ I 0 FACING AS DIRECTED,AND / \\12" /' GRANULAR BACKFILL PLACED p C' TWO 2-1/2"HOSE NOZZLES. x ,/ \\\ N\��\ \ AND COMPACTED TO MINIMUM 100% O I, / 2' I' 2" \ OF MAXIMUM DENSITY.(1/2"MAX.SIZE) GROUND OR PAVEMENT SURFACE I / _ ! �I��� IN A FINISHED GRADE 11 rt >» ���. »»» •. » > \ �\ BEDDING MATERIAL ILII WAT�� llI } (n ~ =1111 II a Z N (SEE DETAIL)SETTINGV VALVE 4/N / N o UNDISTURBE• jj n 6"R.S.G.V. a SOL MB _ 0 - I ■1 NOTES: _ �Ill_ll,■�JI 6.. D.I.P. 11 elk I1 `O` 111"'/`'// U, 1. BEDDING MATERIAL SHALL CONSIST OF IN-SITU GRANULAR MATERIAL-T/2" VIIIII.�,�`�,��.,�I MAX,SIZE. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK,DEBRIS AND T T. LARGER ROCK SHALL BE REMOVED. NOTES: ` / ' ` " '''`UNDISTURBED 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH 4 SOIL APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. I. STOR I EWER.GRAVITY WASTEWATER AND RECLAIMED WATER NIAI CROSSING UNDER POTABLE WATER NL\IS ♦* - _7 �i CO SHALL RE LAID TO PROVIDE A NIITNIUNI VERTICAL DISTANCE OP EIGHTEEN(18)INCHES BETWEEN THE INVERT G-` �� �� O CONCRETE THRUST 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH,UNLESS A WET TRENCH OF THE UPPER,THEA/AND THE CROWN OFTHE LOWER PIPE.WHERE THIS IIINIDIUWISEPARATION CANNOT BE N. �v♦I��CEN: , N BLOCK(TYP.) INSTALLATION IS APPROVED BY THE VILLAGE. MAINTAINED,THE CROSSING SHALL BE ARRANGED SO THAT THE STORNI/WAST WATER/RECLAIMED WATER PIPE NOTES: a. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGER JOIN S AND POTABLE WATER MAR,JOINTS ARE EQUIDISTANT FROM THE POLYP OF CROSSING WITH NO LESS ao OI THAN TEN(10)FEET BETWEEN ANY TWO JOINTS.BOTH PIPES SHALL BE D.I.P..AND THE/MINIMUM VERTICAL • I.HYDRANT SHALL BE INSTALLED PLUMB AND TRUE- ROCK,MUCK AND DEBRIS. SEPARATION SHALL BE 6 INCHES.WHERE THERE IS NO ALTERNATIVE TO STORM/WASTEWATER/RECLAIMED / ♦ - I I WATER PIPES CROSSING OVER A POTABLE WATER MAIN,THE CRITERIA FOR MINIMUM I VERTICAL SEPARATION 2.THE MODEL AND COLOR HYDRANT SHALL BE PER VILLAGE. S ALL WORK SHALL CONFORM TO STATE OF FLORIDA TRENCH SAFETY ACT. BETWEEN LINES AND JOINT ARRANGENIENI',AS STATED ABOVE,SHALL BE REQUIRED,AND BOTH PIPES SHALL ,l a ` �, REDUIREMENTS. BED.I.P.IRRESPECTIVE OF SEPARATION.D.I.P.10 NOT REQUIRED FOR STORM SEWERS. � 7� * __ 3.VALVE SHALL BE PLACED ADJACENT TO MAIN.TIED TO TEE. • COMPACT TO 100E UNDER EXISTING&PROPOSED ROADS. COMPACT TO NIAINTAIN NII.TEN ) 85%ON ALL OTHER AREAS UNLESS NOTED ELSEWHERE. - (10 FEET HORIZONTAL DISTANCE BETN'F,I)POTABLE NATER MAIN AND STOR IBENER. •� 4.ANCHOR TEES ARE PERMITTED. WASTEWATERNALN,OR FORCE MAIN.MAINTAIN MIN.THREE(3TETI'T HORIZONTAL DISTANCE BETWEEN RECLAINIEll s �/ I/�/ WATER MAIN AND POTABLE WATER MAIN,STORM DOWER.W'ASTEW'ATER GRAVITY MAI'OR FORCE NIAII: •� • - f iii 5.ALL HYDRANTS SHALL BE TEED OFF OF MAINS. 3. FORC'ENWNAROUSING POTABLE VS'ATERNIAINORRECLAIIEDiV'AT'ERMAINSHALL BELAID TOPROt'IDEANIINAIUNI ' �/ TATE OF 6.HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS,ROADWAYS OR VERTICAL DISTANCE OF EIGHTEEN(18)INCHES BETWEEN THE OUTSIDE OFTHE FORCE MAIN AND OUTSIDE OF THE /911 BIKEPATHS. POTABLE WATER MAIN OR RECLAIMED WATER MAIN WITH THE POTABLE WATER MAIN OR RECLAIMED NATER NOUN I, �L' { P CROSSIG OVER THE FORCE MAIN. ''''."-el- i��% ORM"'�`�`�` ,IE LF HM R�vAwSPE. i. RECLAI.VI ED WATER SYSTEM MAIN SHALL BE IDENTIFIED AS REQUIRED. VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS VILLAGE OF TEQUESTA CONSTRUCTION STANDARDS &DETAILS "y/ /QNAL w•\\`A CO0. 6986 REVISION PAGE NW REVISION PAGE ND REVISION PAGE NW /III',�'110 I' \/ 1811-1274 TYPICAL WATER MAIN, SANITARY SEWER AND STORM SEWER FIRE HYDRANT ASSEMBLY SHT TYPICAL TRENCH DETAIL SHT JAN.z000 CONFLICT SHT \\....\\ C—9 / REVISIONS \ REMAINDER OF BACKFILL MAY BE REPLACEMENT PAVEMENT CUT BACK 1.5-EACH SIDE REMAINDER OF BACKFILL MAY BE PLACED BY MACHINE AND COMPACTED TO A MINIMUM OF 95%DENSITY PER (OVERLAY)MUST BE TYPE FROM EXISTNG ASPHALT NEW OVERLAY(AS REQUIRED) PLACED BY MACHI95 AND COMPACTED AASHTO 1-1 BS(12'MAX.LFTS).OR PER S-1(MOD.)OR 5.3 ASPHALTIC (SAW CUT LINE) TO A MNMUM OF 85%DENSITY PER i CONCRETE HOT MIX,WITH AASHTO T•100(12'MAX.LIFTS),OR PER AGENCY HAVING JURISDICTION. TACK COAT.IT MUST BE %///%///%//%//%%/%//%////%/%////%/%//%////%/%///%//%//////%%L� AGENCY HAVING JURISDICTION. o co ROLLED OR COMPACTED TO / /i. >/r Ir //. /,,/, / EXISTNG ASPHALT o 0 0 's /� / / /� A SMOOTH SURFACE LEVEL / • cm To ./. SURWITH FACE.TNG ROAD 12'(TYP) �,• /� ` \' jj\\/` .n:n \ `/ ,\ /� 6----a �n in Eo T• \ BASE MATERIAL TO BE APPROVED EXISTING ROCK BASE rn \ �� /� COQUINA OR APPROVED N-,‹ LI /- ol j 2•WDE GREEN 0 gi \ 2'WDE GREEN CRUSHED CONCRETE*, / DETECTABLE(MAGNETIC \ / AMN.OF16'THK:K,AND PLACED / / MARKNGF.M.TAPE / ABLE I MAGNETIC IN 4'LFTS.BASE MATERIAL SHALL E'b/ -,L \ MARKING F.M.TAPE BE COMPACTED TO NOT LESS /// / \ w i /X THAN Ms MAXIMUM DENSITY AS ® BACKFILL COMPACTED TO A /� •� s t _,,.. `/ DETERMINED BY AASHTO T•180 // _ .,/ MNMUM OF 98%DENSLY \ SPECFICATpNS. AASHTO T•180.8'MAX.LETS. ` / 0 iL! • \/� BACKFLL COMPACTED TOA "�%�` \/� BACKFLL COMPACTED TOA MNMUM OF PA?LENDS i / // \ \ AASHTO T•180.12'MAX.LETS. 'CRUSHED CONCRETE 97%PASSING 3' / % /„% MINIMUM OF 989S DENSITY i,• � uo SEVE NOT MORE THAN 20%PASSING#200 // 4'M11. CLASS 1C,K2,OR 3 MATERIALS 1,, . /jAASHTO T•180.12'MAX.LETS. OE uo �� - SEVE LBR>100 CONTAN 60%CARBONATES. } \ WORK MATERIAL > �iA J \ ) WORK MATERIAL UNDER PPE HAUNCH MAX WDTH WORK MATERIAL ����/,,,%/ (n� UNDER PPE HAUNCH i���Ar/4'MIN. )BEDDING MATERIALS CLASS 1,2,OR 3. I PPE O.D.+24' I UNDER PPE HAUNCH / r/4•MN.1 BEDDING MATERIALS CLASS 1,2,OR 3. J M 'I/.//W DTH//I �) • /A/i✓/./// M) a NOTES: L MAX.wpm MAX.PPE O.D.+24• PPE O.D.+24• �� t ' /1 SC'o CLASS 1 MATERIAL-ANGULAR.25•T0.75-GRADED STONE SUCH AS CORAL,CRUSHED STONE, OR CRUSHED SHELLS OR BEDDING ROCK(100%PASSING 1•SEVE). 2 LL 5 NOTES: NOTES: ..L.10 p wTi CLASS 1 MATERIAL•ANGULAR.25.TO.75•GRADED STONE SUCH AS CORAL,CRUSHED STONE, CLASS 2 MATERIAL-COURSE SAND AND GRAVELS WITH MAXIMUM PARTICLE SEE OF.25 CLASS 1 MATERIAL•ANGULAR.25•TO.75'GRADED STONE SUCH AS CORAL,CRUSHED STONE, �'}'� OR CRUSHED SHELLS OR BEDDNG ROCK(100%PASSING 1 SEVE). •'�L 0'- NCH WITH SMALL PERCENTAGE OF FINES.COMPACT TO A MN.98% OR CRUSHED SHELLS OR BEDDNG ROCK(100%PASSING 1'SEVE). 1� .,T-, ;N DENSITY PER AASHTO T•I80, Imo' CLASS 2 MATERIAL•COURSE SAND AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF.25 CLASS 3 MATERIAL•FNE SAND AND CLAYEY GRAVELS,NCLUDNG FINE SANDS.SAND-CLAY CLASS 2 MATERIAL•COURSE SAND AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF.25 • INCH WITH SMALL PERCENTAGE OF FINES.COMPACT TO A MIN.98% MIXTURES AND GRAVEL-CLAY MIXTURES.INCLUDED IN CLASS 3 ARE NCH WITH SMALL PERCENTAGE OF FINES.COMPACT TO A MN.98% DENSITY PER AASHTO T-180. EXISTNG SOIL TYPES CLASSFED AS SELECT BACKFLL.COMPACT TO A DENSITY PER AASHTO T-180. ` MN.98%DENSITY PER AASHTO T-180. CLASS 3 MATERIAL•FINE SAND AND CLAYEY GRAVELS.INCLUDING FINE SANDS.SAND-CLAY CLASS 3 MATERIAL•FINE SAND AND CLAYEY GRAVELS.INCLUDING FINE SANDS,SAND-CLAY MIXTURES AND GRAVEL-CLAY MI/TURES.NCLUDED N CLASS 3 ARE 1. ALL CUTS WLL REQUIRE COMPACTION TO DENSITY SPECFICATIONS. MIXTURES AND GRAVEL-CLAY MIXTURES.INCLUDED IN CLASS 3 ARE EXISTING SOL TYPES CLASSFED AS SELECT BACKFLL.COMPACT TO A EXISTNG SOL TYPES CLASSFED AS SELECT BACKFLL.COMPACT TO A MIN.98%DENSITY PER AASHTO T-180. 2.SAW CUT ASPHALT BEFORE EXCAVATING. MIN.98%DENSITY PER AASHTO T-180. 1.F CLASS 1 MATERIAL IS USED FOR BEDDING,IT MUST BE USED FOR THE ENTRE EMBEDMENT. 3. ••-•- •N MUST BE DONE BYA MECHANICAL VIBRATORY COMPACT•: A DRY TRENCH SHALL BE ED FOR E WHEN USING CLASSE 2 AND CLASS 3 ENTIRE MAEE B EACH LFT MU - • PASSES OF THE COMPACTOR• E 1.F CLASS 1 MATERIAL R USED FOR BEDDING,IT MUST BE USED FOR THE ENTIRE EMBEDMENT. SURFACE. BEFORE COMPAC .C-• .L •. .-T UST BE APPLIED AT A DRY TRENCH SHALL BE MAINTAINED WHEN USING CLASS 2 AND CLASS 3 MATERIAL 2.DENSITY TESTING IS REQUITED IN 1 FOOT LETS ABOVE PPELNE AT INTERVALS OF 400'MAXMUM. THE RATE OF 1 GAL.PER LIN : - • • -- .FOR BACKFILL AND d 0.5 GAL.PER L u • •• OF TRENCH FOR COQUNA BAS. '. -1 OBE 2.DENSITY TESTING IS REQUIRED N 1 FOOT LETS ABOVE PPELNE. Q..,I b`d 3.UNSUITABLE N-SITU MATERIAL SUCH AS MUCK.DEBRIS AND LARGER ROCKS SHALL BE REMOVED. -' "' •• ENLY OVER TRENCH W DTH. 3.UNSUITABLE N-SITU MATERIAL SUCH AS MUCK,DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 4.UNSUITABLE IN-SITU MATERIAL SUCH AS MUCK,DEBRIS AND LARGER ROCKS SHALL BE REMOVED. - o 4.THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECFED 14 4.THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECFED N ���//�� p, .� PERMIT/CONTRACT DOCUMENTS. 5. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECFED N PERMIT/CONTRACT DOCUMENTS. J Lye ,fit p PERMIT/CONTRACT DOCUMENTS. cu �� LT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT � p g V9 N N.T.S. TYPICAL TRENCH DETAIL N.T.S. TYPICAL TRENCH&PAVEMENT 111 1111 REVISION: 0 APRL,2012 FOR NON-PAVED AREAS SD-1 AREVISION:PRIL,2012 RESTORATION DETAIL SD-2 APRL 2012ION: TYPICAL GRAVITY SEWER EMBEDMENT DETAIL SD-4 SCH 40 FEMALE THREADED r 4a' - SCH 40 FEMALE THREADED ADAPTER AND THREADED PLUG OPEN CUT DETAIL FOR NON-THOROUGHFARE ROADS I FORM 3606.1 ADAPTER AND THREADED PLUG SEE NOTE 2' RADIUS-I.25'(TYP.) SEE NOTE 2' SEE NOTES' �_ SEE NOTE S' f PAVED AREAS) GRADE ELEVATION 3' .-FEW LINE OR EASEMENT LINE rO 1. GRADE ELEVATION 3' CL1201LR-TIDN BME0LEE5 R/W LINE OR EASEMENT LNE klatch existing inq - 5 Sa-See n5t 0#51 STAGES ESCSHILL FOR LIE FIRST AND SECOND TmTn. 11.••••1 1* Surface /\"4 •\ \C�� {`' ort y. I t5ee ore tt5l „,,,Az)-.04 CJC� _ i /\// SDEWALK SCOWACTEOLTxTCNNE THICKNESS; SHALLYBES (mtn. t•z 1 OR•cn•tam Joint / i\ SDEWALK r \ \\� \\�\\/ q 0176' B. (W\\ \/ .l, i4v 44e(//V.c\../<./ COMPACTED TO tODX A5 101-RIDENSITY Extsti . .,> li�/i?/i��li I AS DETERMINED BY AASniO 1-99. POVBRIBnf • Oft p'IpIMI .EMS MARKER(SEE NOTE 518.... CAP(ALT. ..-EMS MARKER(SEE NOTE 5) SKD RESISTANT SURFACE `.� 2 LOCATION) , ADAPTER BUSHNG TO SCH 40 I I SrgcE t: g ���� �������• `------ SEE NOTE+1' m Ir THE CONTRACTOR SHALL PROv1DE ADEQUATE $ ,,;y////i%%�� ADAPTER BUSHING TO SCH 40 1 PVC SDR-26 SERVICE PIPE(SEE NOTE•71 BOTTOM OF LD RIM DISTANCE:4'MN. COLEACTED FILL BENEATH 110E HAuxCHES �>/. m C I T06'MAX.TO TOP OF CLEAN OUT OF THE PIPE.USING IECNANICAL TAws "� 9091 e(I BO5e SUITABLE FDR THIS PURPOSE.THIS PVC SDR-26 SERVICE PPE SEE NOTE? 45°BENDS� PLACED BENEATH THE XAUNC10E5 OF THE (S�DoiI rock). ( T 1 ■■ COMPACTION APPLIES 1O TIE RATERI AL ma i0l (I ilip 4 •. 11 II,�/��III■�II,i SDR-26 PVC TEE WYE,C-900 PIPE AND ABOEANY BEDDING REd 1RED. 1 �� Z Y"C.\ ''ll�l of EUS OR D.I.P.MAN LNE TEE 6 ?: STAGE z- S I-f 3 O I SDR-26 PVC,C•900 0R D.IP.MAN LNE WYE 19�+ I THE CONTRACTOR SHALL OBTAIN A N y I < O SEE NOTE'R'6X4X4'WYE ELL-cOWAcrE09EO AND FILL ALONG THE Im Magnet81 TOPe GLUED CAP r sores O THE PIPE AND 10 A POINT 2' 72• (See note Fl (NORMAL LOCATION) 12'NIPPLE / �, TOP OF BOX FLUSH WITH INMATERIAL THE TON(K$1�-W AM utn. �� MI, �, NOTES: -000 FINISHED GRADE REPLACEMENT OF FLEXIBLE PAVEMENT FOR PERMITTED NOTES: 1.WHERE SEWER LATERALS MAYBE FORCED TO BE INSTALLED ATA DEPTH GREATER THAN 36•DUE TOs. TOP OF CLEAN OUT.4.OR 6' PAVEMENT CUT m CONFLICT WITH OTHER UTILITIES,THE WYE FIT'TNG MAY BE PLACED N A VERTICAL POSITION ON THE - ��/., SCH 40 FEMALE THREADED O+ �u H 1.WHERE SEWER LATERALS MAY BE FORCED TO BE NSTALLED AT A DEPTH GREATER THAN CLEAN-OUT RISER PPE(ALTERNATE CONFIGURATION) _ �/ ADAPTER AND THREADED PLUG MKTPIIrTNTN rmFs - v Z 36•DUE TO CONFLICT WITH OTHER UTILITIES,THE WYE FITTNG MAY BE PLACED IN A VERTICAL ;•r. 1 BEDDING SHALL CONSIST O Ix-SITU GRaxJ.AR MATERIAL Da+aSNED AND GRADED LIREROCK D/e'-T/B'SIZING .� w POSITION ON THE CLEAN-OUT RISER PIPE(MAX.361 2.LEAVE RISER 18'(MIN.)ABOVE GRADE.WHEN HOUSE RISER CONNECTION IS MADE BY BUILDING ...t.`I'ju� •ITR EQUAL OR GREATER STRECTHRAL AOEOJACY AS EXI51151. uNSUITAB-E IN-SITE MATERIALS SUCH AS MUCK. Q) o PLUMBER.RISER PIPE WLL BE CUT OFF,AND SET 2'ABOVE SOD GRADE(ADAPTER SHALL BE LEFT u�'Al. ,. 4'THICK MIN.OF.75' ceW is AND LARGER ROCKS SHALL BE RERDYED. 2.LEAVE RISER 18'(MIN.)ABOVE GRADE.WHEN HOUSE RISER CONNECTION IS MADE BY UNGLUED). 3W X 3.511 DOGHOUSE I A•1 (1 L• A' BULDNGPLUMBER,RISER PPE WLL BE CUT OFF.AND SET 2'ABOVE SOD GRADE(ADAPTER BREAKLNES 31 '•I �� 1 L BEDDING ROCK UNDER 27 THICKNESS BASE MATERIAL/PER LAND DEVELOP/ENT WITIC EVER IS GREATER.OVER DITCH SHALL BE TWICE THE SHALL BE LEFT UNGLUED). j..�t Z.' , BOTTOM OF BOX(TYP),& TH ICNIE55 A'THE ORIGINAL BASE OR 12'Y151001.1MILF.EYER i5 3.IN AREAS WHERE NO SIDEWALK EXISTS OR WHERE NONE ARE PLANNED,THE CLEAN OUT RISER WLL BE °''��-'� v SET AT R/W OR EASEMENT LNE. ✓O .•yA � .'• 4.OF.75•BEDDNG ROCK WI ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY sAWFO AND BJTT-JOINTED. _ 3.N AREAS WHERE NO SIDEWALK EXISTS OR WHERE NONE ARE PLANNED,THE CLEAN OUT ' LNA%,31�5$ (TPP)NSDE OF BOX 41 BASE MATERIAL STALL BE PLACED IN r.S DR 11050E CATERS 16.OAK.PER LATER)AND EACH LAYER C U) = RISER WLL BE SET AT RW OR EASEMENT LINE. 4.IN AREAS WHERE GROUND WATER TABLE IS LESS THAN 36'FROM FINISHED GRADE,NIPPLES OUT OF '-.N0• rxOROucILr ROLLED aR ROA ED rO TxE SPECIFIED DENS)SR. < WYE WILL BE EXTENDED UP TOA PONT 6.MN.ABOVE GROUND WATER TABLE. SI SURFACE MATERIAL MILL BE CONSISTENT WITH THE EXISTING SURFACE OR T'*SI ASPHALTIC CONCRETE `\`11"'n/1118,/ 4.N AREAS WHERE GROUND WATER TABLE IS LESS THAN 36'FROM FINISHED GRADE,NPPLE WITH RC-TD PRIME COAT AT 0.10 GAL/SO.YO. ` OUT OF WYE WLL BE EXTENDED UP TO A POINT 6'MIN.ABOVE GROUND WATER TABLE. 5.EMS MARKER MODEL N0.1258,SERVICE LINE ELECTRONIC MARKER AS MFG.BY 3M CO.,TO REMAN IN PLACE AFTER CONNECTION OF BUILDING SEWER.BURY N FRONT OF CLEAN OUT RISER IB•BELOW 61 PIPE SHALL BE PLACED IN A ORr'RE BELOW14. 5.EMS MARKER MODEL NO.1258,SERVICE LNE ELECTRONIC MARKER AS MFG.BY 3M CO.,TO FINISHED GRADE. NOTES: ` '� ',� REMAIN N PLACE AFTER CONNECTION OF BULDNG SEWER.BURY IN FRONT OF CLEAN OUT ��= oDOO , RISER 18.BELOW FINISHED GRADE. 1.STANDARD:MN.COVER DAY CO WITH SEWER'. ,# ` 6.6'SNGLE SERVICES USED ONLY FOR COMMERCIAL OR MULTI-FAMILY RESDENTNL UNITS. 2.CONCRETE:MN.28 DAY CONCRETE COMPRESSIVE GENERAL NOTES (SEE 3D•3&SD•4) STRENGTH=4,500 PSI. Al ALL ROADWAY REPAIR ISIS SHALL 8E PERFORIED IN CWFORMARCE•11.1 APPLICABLE FORT 5RANDAND / 6.6'SNGLE SERVICES USED ONLY FOR COMMERCIAL OR MULTPFAMLY RESIDENTIAL UNITS. we 3.RENFORCNG TO BE#6 GAGE WELDED WIRE FABRIC. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ARO COUNTY PPA EL-0-1606. / 7.WHEN MAN LNE IS C900 PVC OR DIP(EPDXY COATED),SERVICE PEE SHALL BE SAME 7.NWHEN MAN LINE IS C-900 PVC OR EPDXY COATED DIP,SERVICE PPE SHALL BE SAME MATERIAL AS MAIN 4.CLEAN OUT BOX,PLACED ON CRUSHED AGGREGATE. A iO i AlBI 1)SET TESTS SHALL BE DIRECTED IN I Fl LIFTS ABOVE THE PIPE Al41 INTERVALS 0:400 FT MITI WY MATERIAL AS MAN LNE. 5.ALLOMENSIONS ARE APPROXIMATE. t SET MINIWMI DR AS DIRECTED 8Y THE CONSTRUCT IDN COORDINATION DIVISION. RESULTS SHALL 0 BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PMT OF THEIR FIELD REVIEW. 6.LD&BOX MFG.BY BROOKS PRODUCTS SEISES 36 TYPE OR 4 ry 8.WHEN APPROVED BY THE DISTRICT,CLEA•OUTS MAY BE PLACED IN PAVED AREAS,HOWEVER. APPROVED EQUAL(LD:NO.36-T CAST EON HEAVY DUTY Cl ENGINEER-DF-RECORD SHALL PNmv1EE FOL-TILE INSPECTION DORI.THE ENTIRETY OF THE OPEN-CUT 8.WHEN APPROVED BY THE DISTRICT,CLEAN-OUTS MAY BE PLACED N PAVED AREAS, PROTECTIVE BOXES AS SHOWN ON DETAIL INSTALLED.SD-1 MUST BE STALLED. HOWEVER,PROTECTIVE BOXES AS SHOWN ON DETAIL SD-1 MUST BE NSTALLED. COVER WT:I BLBS,BOX:N036 BODY WT:92LBS.) OPERATION.BEGINNING WITH THE EXCAVATION AND CONTINUING 1NROUGH TCOMPLETIONa E COMPLETION THE * �• REBIND. - DI IF THE PAVEMENT IS NOT COPLETELY RESTORED ILMEOIATELT RP L0•ING THE OPEN CUT.A SMOOTH '- STATE / (PLUMBERS ONL (PLUMBERS ONLY) Y) TEMPORARY PATCH 101511AN1 I.25°ASPHALTI SHALL BE INSTALLED.PROPERLY MATCHING THE ENISTIS / TER WHERE EXISTNG SERVICE LATERAL IS VITRFED CLAY PIPE,BELLGRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND a,.FEU /- A •i WHERE EXISTING SERVICE LATERAL IS VITRFED CLAY PIPE,BELL(HUB)WILL BE REMOVED WITH (HUB)WILL BE REMOVED MAINTAINED NED FOR A PERN W NO LONGER THAN 95 OATS. THE BEESCOUNTY RETAINS THE RIGHT D us 1• E - W SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NBT BEEN COPLETED IN THE 45 DAY.•''MD. w /to RIAN.• APPROVED SAW AND A'FERNCO•VCP X PVC COUPLNG WILL BE USED TO JON THE EXISTNG L AND WITH APPROVED SAW AND AFERNCO`VCP X PVC COUPLNG WLL BE USED TO JON THE HSTRJCI VE TEMPORARY IIRBTRENCH01 15105.PROTECTION(STEEL PLATES Ox OTHERS, r BE APPq. THE ^_ • # NEW PPE.FERNCO COUPLING WILL BE WRAPPED IN STRANDS OF COPPER WIRE AND COUPLNG EXISTING AND NEW PPE.FERNCO COUPLNG WLL BE WRAPPED N STRANDS OF COPPER CONSTRUCTION COORDINATION UIv1510N. / # WILL BE BEDDED N TYPE 57'ROCK TO UNDISTURBED MATERIAL.WHERE EXISTING SERVICE WEE AND COUPLNG WLL BE BEDDED IN TYPE 57•ROCK.WHERE EXISTNG SERVICE < ORIDP- LATERALISDPORC-900.A DISTRICT APPROVED PVC TRANSITION COUPLING WILL BE USED. El FOR THIS FINAL RESTORATION.THIS ROAD SHALL BE MILLED AND RESURFACED WITH AND A • y,' LATERAL IS DP OR C900,A DISTRICT APPROVED PVC TRANSITION COUPLING WILL BE USED. HALF INCH)OF 5111 W SI ASPHALT SURFACE COURSE FEB A FILL LANE WIDTH E BY THIS TRENCH. {://,' 4, i`",.-iM'� `� FI APPROVED MAGNETIC TAPE IS REQUIRES FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN•THE COUNTY'S O.1^�1' RIGHT-OF-MAY. INSTALL TAPE 2A'DELON FINISHED WADE. •• ,T LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT REVISION: 411 OR 611 SINGLE SERVICE CONNECTION N.T.S. - N.T.B. SANITARY SEWER LATERAL CLEAN OUT Al FORCE OAIs 4•WIDE PAINT STRIPING IS REWIRES FOR OSP/PCCP WATER MINS IBLDEA BSP SANITARY �L///'r" #����FORCE MAINS IWEENT.DIP RECLAIMED NATER RAINS 1PURPLEI.WS MINS(YELLOW,.W AS REWIREDSD-6 REVISION: 6 DOUBLE SERVICE CONNECTION DETAIL SD-8 REVISION: SD-10 00 THE APMA 05/17/20 APRIL.2012 DETAIL APRIL,2012 APRL,2012 PROTECTIVE BOX(PAVED AREAS ONLY) DETAIL I / N. REVISIONS MAXIMUM CHIMNEY HEIGHT MANHOLE FRAME AND ,.-FINISHED GRADE(IN UNPAVED LANDSCAPED DOUBLE COVER U.S.FOUNDRY AREAS,M.H.SHALL BE SET 2'ABOVE FNISHED NO.230-AB-M OR EQUAL GRADE)AND ALL LANDSCAPNG SHALL BE KEPT , TYPE".'DROP BOWL MFG.BY A MINIMUM OF 3'CLEAR OF MANHOLE OPENING. ■ RELNER-DURAN INC.FRABRICATED IN22 25' -I MARINE GRADE FIBERGLASS.SEED TO -4117r7-7118•______ MATCH NFLUENT LINE DIAMETER. MORTAR � ADJUST TO GRADE WITH COURSES OF BRICK AS 'Vi/%JJ%`J%iJJ,1.25' I •,�__NECESSARY.12'MAX.HEGHT.SET BRICK.5'BACK �. yA. I 1- FROM MANHOLE OPENING AND COAT WITH.6' 32.1' _ CONCENTRIC MORTAR NSDE AND OUT I I \ o O CONE SECTIONL__._ L OI I 19.5' I •00 OHO o 000 PRECAST REINFORCED OUT CONCRETE MANHOLE ( �I�I�� `\\`_7J 2'G (MNMUM RENFORCNG STEELAREA•0.2SQ/N I�� I 00 0 0• \ l PER SQJFT.,E.W.,OR#4 REBAR @ 12'E.W.) O 00,0,0,0,0,,..O - GROUTANNULUS WITH PORTLAND I I O O SANITARY O t O MANHOLE BITUMASTIC JOINT-RAM NEK,KENT SEAL,OR TYPE II CEMENT AND FIRE CURED '$• c �O �O SEWER O 600 6 0 APPROVED EQUAL.ALL JOINTS SHALL BE COATED CLAY BRICK.(SEE NOTE#1,SD-8) 1•'r. 'O°O''.0707.0-0v0‘O 0 0 O O t0; WITH.5"MORTAR NSDE&OLE g• . 1.5'7 % O 00000 O 5'DIA.PRECAST M.H.W/8'WALLS(SEE % • t 00 O O O O 00•' 'NOTE: PRECAST REINFORCED CONCRETE M.H.DETAIL AND SPECFICATIONS) �/ I tn,O o 18'MAXIMUM CHIMNEY MANHOLE BARREL SECTIONS AS REQUIRED 1/� I I, • .%.°•''''°°. 00 O O 00••• \ F-� HEIGHT FOR MANHOLES - w1 0 Lo Lo 0 4'8'DEEP.24'MAXIMUM COMPLETELY FILL ANNULUS BETWEEN PLAN IA L..- 30.25' ,,4.5'I._ CHIMNEY HEIGHT FOR ADAPTER AND M.H.WALL WITH FIRE CURED - MANHOLES 6'06 CLAY BRICK AND TYPE II PORTLAND CEMENT 41'5" r 0 , 3 DEEPER � 3 ' TYPE'A'DROP BOWL MFG.BY °� RELINER•DURAN INC.FRABRICATED N • MARINE GRADE FIBERGLASS ?� SEE NOTE#5 IN SEE NOTE#1 •q• I yA• WHEN THE MAN LINE S PVC,A DISTRICT MONOLITHIC SLOPE ° APPROVED HEAVY AGGREGATE COATED PVC .....• 0 90'MN.� M.H.ADAPTER(HAPTE OR EQUAL)OR o MANHOLE - •/ a FERNCO M.H.ADAPTER SHALL BE USED. _-- -- `I`- ( :I; n L0 BASE SECTION a 1 - �� ; - 1 �- \ � � - g EXTERNAL PPE `SDR-26 PVC GRAVITY SEWER(SEE ® z n COUPLER PVC EMBEDMENT DETAIL,SD-2) 230-AB-M C� J ,?•:I {t - Wy 't - GROUT ANNULUS WITH PORTLAND �� ,��\�\' t U o j -•4 - 8 •6' TYPE II CEMENT AND FIRE CURED ---� • CLAY BRICK.(SEE NOTE#1,SD.B) 1 w o MN.6.0F.75 ROCK UNDER ENTIRE BASE EXTEND BEDDING SDR-26 PVC •,Aii I: GRAVEL A MIN.10FT.UNDER MAIN LINE PIPES ENTERING MANHOLE. PLAN DROP PIPE 316 S.S.PIPE SUPPORT �' p _N SECTION A-A F��..!1 SDR-26 PVC 90°BEND F1;:, U"' NOTES: • (EMBED INTO CONCRETE BASE FILLET) '.•.1? - E 1. WHEN THE MAIN LINE IS PVC,A DISTRICT APPROVED HEAVY AGGREGATE COATED PVC M.H.ADAPTER ' ? a '> (HARCO OR EQUAL)OR FERNCO M.H.ADAPTER SHALL BE USED.CAST IN PLACE RUBBER BOOTS WITH NOTES: STAINLESS STEEL HARDWARE(CAST-A-SEAL 12.08 OR EQUAL)MAY BE USED AS AN ALTERNATE. - MN.6.0F.75'ROCK UNDER ENTIRE BASE 2. CHANNEL WIDTHS AND INVERT RADII VARY UNFORMLY FROM END TO END. 1. U.S.F.#230-AB-M MANHOLE RING&DOUBLE COVER,APPROXIMATE 3. ALL HOLES FOR PIPES SHALL BE CAST INTO THE MANHOLES.OPENINGS REQUIRED ON ALL EXISTING TOTAL WEIGHT 605 POUNDS MANHOLES SHALL BE CORED WITH APPROVED MACHNES. 0 0E t� f6�' ATT %,5 �- 2. IN CASES WHERE A SHALLOW FRAME IS REQUIRED USF MODEL#655 4. WHEN INVERT DFFERENTIALS BETWEEN PIPES ENTERING MANHOLES IS 2:OR LESS,A SLDE'TYPE FLOW 'a"�� "f='r' "' T - - MAY BE SUBISTUTED FOR MODEL#230•AB-M CHANNEL SHALL BE CONSTRUCTED TO FORM A SMOOTH FLOW TRANSITION.WHEN TWO(2)OR MORE SLIDES"HAVE AN INVERT DEFERENTIAL OF GREATER THAN SAND LESS THAN 2'.THE MANHOLE SHALL SECTION YAW-71' BE 5'0'.ALL INSIDE DROP MANHOLES SHALL BE 5'ID.(SEE DETAIL SD-12). 5. A MINIMUM DEFERENTIAL OF.1'SHALL BE PROVIDED BETWEEN THE INLET AND OUTLET PIPE INVERTS. 8. ALL MANHOLES 14'OR MORE FROM RIM TO LOWEST INVERT,SHALL RECENE A A MINIMUM 0.5-THICK COATING OF SEWPERCOAT OR APPROVED EQUAL 7. ALL MANHOLES IN A WELL FELD PROTECTION ZONE 1 OR 2,SHALL RECENE A MINIMUM 1'THICK COATING OF SEWPERCOAT OR APPROVED EQUAL. Q LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT V CO 0 N.T.S. PRECAST MANHOLE DETAIL SD-11 N.T.S.REV1 GRAVITY SEWER N.T.S. REVISION: INSIDE DROP MANHOLE DETAIL SD-12 REVISION: MANHOLE MANHOLE FRAME AND COVER DETAIL SD 13 APRL,2012 APRIL,2012 � T�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i ADJUST TO GRADE WITH COURSES OF BRICK 4' 4.NO DSCLAMERS ON DRAWINGS WILL BE ACCEPTED. 1.HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, MORTAR ���_MN.12.MAX.HEIGHT.SET BRICK,5"BACK FROM 5.UPON FINAL SUBMITTAL OF RECORD DRAWINGS,AN AUTOCAD VER.2009 OR LATER AND ADOBE.PDF(24X361 WASTEWATER OR STORMWATER FORCE MAINS,RECLAIMED WATER PIPELINES,AND ONSITE SEWAGE TREATMENT MANHOLE OPENING AND COAT WITH.5"MORTAR ELECTRONIC DATA FILE SHALL BE FURNISHED ON A CD-R DISK TO THE DISTRICT.ONLY ONE CAD FILE WITH ALL SHEETS AND DISPOSAL SYSTEMS. INSIDE AND OUT OF RECORD DRAWINGS ALLOWED. CONCENTRIC 2.6' 6.ALL SEWER ITEMS SHALL BE CATEGORIZED AND ASSIGNED TO THE DRAWING LAYERS SUCH AS:AB-MANHOLES, A. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF CONE SECTION PRECAST REINFORCED CONCRETE AB•FORCEMAIN,AB-VALVE,AB-GRAVITY MAIN,ETC. AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR MANHOLE MANHOLE(MINIMUM RENFORCNG 7.REDRAW ALL SEWER LINES AND INFRASTRUCTURE ON RECORD DRAWINGS AS CONSTRUCTED HORIZONTALLY& PROPOSED STORM SEWER,STORMWATER FORCE MAN,OR PIPELINE CONVEYING RECLAIMED WATER STEEL AREA-0.2 SQ/N PER VERTICALLY.USING ORIGINAL DESIGN LINEWORK&ONLY UPDATNG THE CORRESPONDING TEXT CALLOUTS WILL NOT BE REGULATED UNDER PART HI OF CHAPTER 62.610,F.A.C. SQ./FT.,E.W.,OR#4 REBAR @ 12'E.W.) ACCEPTED AS RECORD DRAWINGS. ""NOTE: REQUIRED INFORMATION ON RECORD DRAWINGS B. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAIDTO PROVIDE A HORIZONTAL DISTANCE MAXIMUMBRUMASTIC JOINT-RAM NEK, GENERAL OF AT LEAST THREE FEET,AND PREFERABLY TEN FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND / l HEIGHT FOR MAN KENT SEAL,OR APPROVED EQUAL. 1.DRAWINGS ON 24'X 36'BOND PAPER THAT WILL REPRODUCE LEGIBLY. THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER. FOR MANHOLES 4W8' ALL JOINTS SHALL BE COATED 2.LABEL DRAWINGS'RECORD DRAWNGS'WITH DATE.COMPLETE TITLE BLOCK WITH CURRENT FILE NAME. DEEP 24'.MAXIMUM VWITH.$•MORTAR INSIDE&OUTm CHIMNEY HEIGHT3.DRAWINGS SHALL BE SIGNED/SEALED BY A FORDO LICENSED PROFESSIONAL LAND SURVEYOR. C. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF p FOR MANHOLES 6' 4.CORRECT STREET/ROAD NAMES AND LOT AND BLOCK NUMBERS. AT LEAST SE FEET,AND PREFERABLY TEN FEET,BETWEEN THE OUTSIDE E OF THE WATER MAINAND THE a 0 OR DEEPER PRECAST REINFORCED CONCRETE 5. W AS-BUILT CONSTRUCTED SEWER FACILITES HEAVED UP,BOLD OR BOXED OUT TO STAND OUT FROM REST OF OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER.WASTEWATER o SHO MANHOLE BARREL SECTIONS AS REQUIRED SHO DRAWING. FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IIIOF CHAPTER ELL ANNULUS WITH62.610,F.A.C.THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MANS AND GRAVITY-TYPE CUREDU CLAY PVC,VCP OR D.I.P.(TYP.) 6.ALL ITEMS LISTED BELOW MUST BE CORRECTLY GEOREFERENCED WITH NORTHINGS/EASTINGS CLEARLY SHOW.THE AS SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAD AT FIRE BCCAND (CONNECTING PIPE(SEE NOTES) SULTS SHALL BE GEOREFERENCED TO THE STATE PLANE COORDINATES N NAD 83,FLORIDA EAST ZONE,WHILE THE LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. EXISTING GRAVITY PIPE PORTLAND TYPE II VERTICAL DATUM SHALL BE NGVD 29. CEMENT `"COUPLING(SEE NOTE#3) GRAVITY SEWER 2.VERTICAL SEPARATION BETWEEN UNDERGROUND WATER CO ww IN- 5' 1.AS-BULT DISTANCE OF GRAVITY MAN FROM CENTER LINE OF ROAD OR EASEMENT RIGHT-OF-WAY LINE.BUILDINGS, MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,AND RECLAMED WATER = = �_ z (TVP) SLOPE OR AS DETERMINED BY THE LOXAHATCHEE RIVER DISTRICT.EXTENSIONS OF AN IMAGINARY LINE WILL NOT BE PIPELINES. o 1 ACCEPTABLE AS REFERENCED POINTS. CI 2.TYPE OF MATERIALS INSTALLED-MANS AND SERVICES. II,� .:-,,.. - A. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSED ANY EXISTING OR PROPOSED GRAVITY-OR -.• •� _ 3.SHOW EACH SEWER SERVICE LATERAL INCLUDING THE CONNECTION TO THE MAIN AND PROVIDE THE NORTHING& • • • •• �, - ° VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS fe S✓ ,.i( ;J _;£�S^�'� ` EASING POINTS FOR EACH CLEANOUT&INDICATE CLEANOUT DIAMETER. AT LEAST SIX INCHES,AND PREFERABLY 12 INCHES,ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF S-,{.lie .+ A '11�� MN.B•OF.75'ROCK UNDER 4.AS-BULT LOCATIONS OF MANHOLES WITH A NORTHING&EASTNG PROVIDED. THE OTHER PPELINE.HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. C) T -•k i b.l _ 4 t ,I ENTIRE BASE EXTEND BEDDNG 5.AS-BULT ELEVATIONS,RIM ELEVATION,EACH INVERT AND PIPE SLOPE. :`L a-.^� GRAVEL A MIN.IOFT.UNDER AND �NF,y f�- _ _ _ k�_ _ UP TO TOP OF PIPES ENTERING 6.UPDATE LIFT STATION DETACH/ELEVATIONS NCLUDNG START UP DATA. B.NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESURE•TPE '^ \•` MANHOLE. 7.LFT STATION AND UTLITY EASEMENTS,INCLUDING LOCATION OF F.P.&L.SERVICE TO CONTROL PANEL. SANITARY SEWER,WASTEWATER OR WATEARER FORCE MAN,OR PPELNE CONVEYING THERECLAAMED WATER ‘‘N‘ i4.11 i t t/��,1 SHALL BE LAD SO THE OUTSDE OF THE WATERMAN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE SECTION PRESSURE PIPE OF THE OTHER PIPELINE.HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. I.AS-BULT DISTANCE OF MAINS AT 100'INTERVALS FROM CENTER LINE OF ROAD,EASEMENT,RIGHT-OF-WAY LINE, r`N H. ' // co NOTES: BUILDINGS,SEWER MAINS OR AS DETERMINED BY THE LOXAHATCHEE RIVER DISTRICT.EXTENSIONS OF AN C. AT THE UTILITY CROSSING DESCRIBED IN PARAGRAPHS(A)AND(B)ABOVE,ONE FULL LENGTH OF WATER G O IMAGINARY LINE WILL NOT BE ACCEPTABLE AS REFERENCED PONTS. MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL `�� ♦� w �• � w N 1. WHEN EXISTING GRAVITY PIPE IS VCP OR SDR-35 PVC,SDR-26 WILL BE USED TO MAKE CONNECTION.WHEN 2.SHOW ELEVATIONS,NORTHING/EASTING OF EACH VALVE,FLUNG,AIR RELEASE VALVE,SERVICE LINE,TAP,ETC.,AND BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES �� ♦\.%C E^ •,, / a I PIPE IS CSW,DIP OR SDR-26,USE SIMILAR PIPE TO RECONNECT. RADIAL DIMENSIONS(TES)FROM A NEARBY PERMANENT OBJECT WHERE POSSIBLE.(SEE NOTE NO.6 IN GENERAL). SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN •`� �� O 2. EXISTING SEWAGE FLOWS SHALL BE BYPASSED BY PUMPING BETWEEN CLOSEST AVAILABLE MANHOLES. 3.TYPE OF MATERIALS INSTALLED-PIPE AND APPURTENANCES.INDICATE ALL LOCATIONS OF CHANGE OF MATERIAL VACUUM-TYPE SANITARY SEWERS,STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES CONVEYING • 3. `WHEN EXISTING PIPE IS D.I.P.,USE AN APPROVED C-900 COUPLING,WHEN EXISTING PIPE S V.C.P.,USE A INCLUDING JOINT TYPE(M.J.,SLP,RESTRANED). RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62.610,F.A.C.,AND AT LEAST SR FEET FROM 8 _ • j N FERNCO COUPLING.W/COPPER WIRE WRAPPED AROUND PIPE AT BOTH ENDS OF FERNCO COUPLING. 4.VALVE TYPE(BUTTERFLY,GATE,PLUG)INCLUDING THE NORTHING&EASING PONT. ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS,WASTEWATER FORCE MAINS,OR PIPELINES .i / s _ t` ow • 4. WHEN THE MAN LINE IS PVC,A DISTRICT APPROVED HEAVY AGGREGATE COATED PVC M.H.ADAPTERCONVEYING RECLAIMED WATER NOT REGULATED UNDER PART MI OF CHARTER 62.610,F.A.C. • (HARCO OR EQUAL)OR FERNCO M.H.ADAPTER SHALL BE USED. 5.AS-BUILT LENGTH OF ALL JACK AND BORE CASINGS INDICATING DISTANCE FROM CENTER LINE OF PAVING TO EACH * I 5. ALL MANHOLES 14'OR MORE FROM RIM TO LOWEST INVERT,SHALL RECENE END OF CASING.THE AS-BUILT INVERT ELEVATION OF EACH END OF CASING,(INCLUDING NORTHNG/EASTNG)AND "REQUIRED BY:HRS,STATE OF FLORIDA,PALM BEACH COUNTY PUBLIC HEALTH UNIT .... I A MINIMUM 0.5-THICK COATING OF SEWPERCOAT OR APPROVED EQUAL. AS-BULT DISTANCE FROM EACH END OF CASING TO LIMITS OF MECHANICAL JOINT PIPE IS ALSO REQUIRED. I 6.AS-BUILT ELEVATIONS AT 100'INTERVALS AS WELL AS ANY MAJOR CHANGES IN DIRECTION AND/OR ELEVATION. s ���� ELEVATIONS SHOWN AT THESE INTERVALS AND CHANGES MUST SHOW TOP OF PIPE ELEVATION,NORTHNG/EASTNG ->• -1 -- .STATE OF AND FINISHED GRADE ELEVATION AT THAT LOCATION.SHOW LOCATION OF EMS MARKERS. jy I .... 7.UTLITY EASEMENTS SHALL BE CORRECTLY SHOWN AND DMENSIONED WITH REFERENCED SEWER FACLITY. ♦ •%�� •. A : \JEFF N PAVAN]PELOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT LOXAHATCHEE RIVER DISTRICT '4,0 •.;ORIS,.' FECOA6R 69865N.T.S. N.T.S. N.T.S. S GREVISION, SEWER MANHOLE INSTALLATION SD-16 REVISION: RECORD DRAWING SUBMITTAL GUIDE SD-29 REVSION: STANDARD WATER AND SEWER SD-30 ->�� �/O V�APRL,2012 INTO AN EXISTING GRAVITY SEWER LINE DETAIL APRL,2012 APRL,2012 SEPARATION STATEMENT !/ Nal 1R"-1274 ����lltl11��� `\ C-11 REVISIONS •• s 1 4 l L NOTFS: i-p.. ela_I..., ) 3 I. THE SILT FENCE AND TURBIDITY BARRIER SHALL BE INSTALLED PRIOR TO START • a y " 41 OF CONSTRUCTION- THE SILT FENCE SHALL BE INSTALLED AROUND THE ENTIRE • - ` o •• \ : CONSTRUCTOR AREA AS SHOWN ON THE PLANS O •a $-q.A 2.FILTER FABRIC SHALL BE INSTALLED UNDER THE GRATES AFTER STORM INLETS ,Io• -- - HAVE BEEN CONSTRUCTED. THE FILTER FABRIC SHALL NOT BE REMOVED UNTIL ALL I LANDSCAPING.INCLUDING SOD.HAS BEEN INSTALLED. .m Y-. 1 • S F „y, 1 N 3.CONSTRCUTION ENTRANCE SHALL CONSIST OF A 1S'Wx50'L AREA WITH 6"DEEP - a f1 #1 FDOT AGGREGATE.THESES ENTRANCES SHALL BE CONSTRUCTED AS SHOWN ON _ j THE POLLUTION PREVENPON PLAN.CONSTRUCTION ENTRANCES SHALL BE THE ONLY _ ✓ ►• 1 L4 ' (._ -k- MEANS OF INGRESS/EGRESS FROM CONSTRUCTION AREAS. - .r,r it 11 d r oro o SIT ~>e U o 0 0 30' 60' 120' ( VICINITY MAP F �1 N 3 iSCALE: 1 = 60w m� 0 \ w M --.. _. "-_- - __ _-. .15.8] ' : tZd _,r7 0 J, 0 CONST 54i FENCE •1910. 0 1506 Ory J Q 11 PER FOOT MDEx Biro a Si •13 • O K '%' - ❑ V ® '. -24 _ _ .15.°0 O * 0 y 13 39 M1y° ryy Y� 0 M1°� rsf� ¢ 5 ❑ ❑ ❑ 24.0 \APr• .,5a6 • 556 -._ •1589 �� cz -. CL t2 fa. - � t = iy1 2a,6• . 3a.05 .2515 _6�.�• n ¢ - 350 O W •71- �J .6g 9' --a � "vim\ -moi W •_,z,s ,.,9 ,,,,•‘b �� IIIIIIIIIII . �Ec y.•1111121111i_7 1 1111111111100111111111111, ® �Ta� FaT. _ F.F.EL 1LhJ . ❑� NAV•l' 0 ,1 I__ II I i :/'''' / .. II.----1 h1111111111111- 12P:''::::,,,,,,,_-. ', ''.\ L I JL 6b, r ❑ 9p p 6 �Ulallllillll%. 9D C. - e5 x.63 5 r R6 M1e 0 _ _� __ i,, 1110. I,.iili. .�ip� W fA h ry - h Q ,ss S . ., .. gri_ -r- ■ _. -_ _ - ,! \ �,.L•1JL '�l/R1N•• ^ L • • bb 44 a -,. �. P� '. - 0 � 'Ismin' ❑ `,�i- �'Y l✓l AAA o 6 -� 1�, s 1 I. ill �g. ,4 M r • 66 Oz•. x '' �-`',\''''1 71 �iha, _ a.]] i' I I --�.. �•'R•E••1 ����l�:l•la1• �I •` •I 70 W is t° rvyy. 1 E y y °p '-1 ^^' s y •,y'F.F.E yn X °1u'c:•:I:1::. . . ^ -18'• •1636 • •163z o'd \ "1p° y /, n° L c I F.F.EL _ ; 23.5 \ 735- 22.0 aoI°.s° ry°ry O --_- - -® 1 ❑ ° NAVD l_ NAVD'.■ • , NAVD I II I °°MIMI❑- \ rvy \ I ° /� rte- ■ �� _+ F.6.EL ar rE«cE-1. - •�, r ( 19.50 iT P lpvDDzx zl3H '"r rv,� } ry �,� ..� O...Isom 1NAVD ❑ \`\�� \ ' 1 1 I hi hi ... A v _ •� � x� •.Is.2e (.S,`°s' 24.0 FT' � 1a 36 m • M Cj7 ' 2' NAVD N\ _ IIIL • 3 r 4, ,g,5 - is xso'co sTRucT ON ENmANCE - Xd I \' o -- h0 6"DEEP pl FDOT AGGREGATE \\ f. w T- 'a2.yp .1.'''' ' _- -_ --_. _.___ 10000001.4 X149 \ FF EL \/ .0 a6 _ _. _.. _I __- a}r 21 68 __ _. _ :•00000000 • I Y47 _ , , ,, 1 1Al111192,,s, r1 0 _ On _ s 1'O 000+00 n 0O NAVD _ �• ®I II I ! II F Ills. II ® F - -. `'1 itcOv � I f 1�'i I11:1"\": �o� r _F.F.EL I s L♦ ft N N ' � /, NAVD ❑ 22.30 FT 21.0 FT F.F.EL ` �• CN �' C El ,Jry�p�. ` r 0-.� ° NAVD IQa NAVD 19.50 FT �� 0 a _- -i NAVD•� LRE AIN# W=LL n ®�O°�®❑❑®__ ❑ ■❑ _--��®G° �,° ialWandll \ --• . • •� t S �Z ti. 2� 8A%3 8,,%r323Oz ry h� 9 _ AM IN -R11%3 11 j1 11..3-1W X3----',ea,1-P.N.--.e133sl '1xx1%3-88x3 •23.39 3-2 • -23° % -rovo PFex3 91.2,-'88x3-811X3-N1x 39-88x3- rin33 W R EASE 3NT ®51 • /\ 1 Of, /'1• (7-- \ _. -.. ..1' - - - h 23p %3-�2�T13 IYA%3-.hi]yAx3 wv,x3 Ityx3 z,•00_eA%3-s�9G3 vW.x3 6-YW.x3-8.1x3 mlx3 /�Vv 1 a' h„R ?.s---------Total Length 180 LF o z,' - yy 06 s --_-- ° L`. ¢ a 2jO --.(ORB 6096.PG ?. p raxx� N ..} 41,"e' ♦ /, t a. v iii __- °h 2T3a •.2,.62 ®2131 2.9 OB Q �,} ; ��� y •21% 9 L - /� h 21.)3 _210 - ®2113 __ .223, 106 /I,.,> Y 4^✓ ss .•it`A-. OR O_t.��� ,\'` o ❑ -- ❑ .2 • A u _ 20.2a ,o 12)0 \ .�.\ ' -�' n .p a ' -..$fQ � �.IRA ANI.PE PER6FOOT 9yiDExjig z2.26 •'J -21.11 .20.56 ®19.9° .20.09 ®200, "'\ a.22 �1�It, �,,`� CDA p6966 • • a --A-} kikREG#33155 e * �,•b WATER EASEMENT //!! JOB NO. (ORB 6096, PG 1057) °E s,\ 48 HOURS BEFORE DIGGAI� 2099 -,9.63# CALL TOLL FREE 1870-1274 811 SHEET NO. CALL SUNSHINE C-12 NOTIFICATION CENTER ` \ / * I NOTES: r E REVISIONS 1 CO ALL APPLICABLE SHALL DEMO,REMOVE&DISPOSE ALL EXIST BLDGS IN ACCORD 1 T T,\ t a eQ p p g y W/ALL APPLICABLE FEDERAL,STATE&LOCAL REQUIREMENTS. Y b•+�Ep e e p a 1 2.CONTACTOR SHALL PROTECT ALL EXIST INLET&PERIMETER DURING I '1.4 as 0 / AP CONSTRUCTION PER FLORIDA STORMWATER,EROSION&SEDIMENTAION CONTROL ' c MANUAL USINING NBEST MANAGMENT PRACTICES. lA �{ a o 0 • .�;,� 3.FILTER FABRIC ON INLETS SHALL BE REPLACED AS REO'D TO PROVIDE PROPER DRAINAGE DURING CONSTRUICTIDN- 'IA t �' 1. I. F_,W'>i' \ f f( 4. CONTRACTOR MAY ALTER THE LOCATION OF SILT FENCE&CONSTRUCTION } �- t, ',P.p. ENTRANCE AS REO'D IN THE FIELD _7 .rittf..t / A 5.ALL LANDSCAPE PLANTING AREAS SHALL BE FREE OF 9 -'E f.: � ` 0. EXCAV EXCAVATEDELL ROCK TOAND A DEPTH ROF 30 NCHEDEBRIS, S OR TO � ,� 1t ,`,�y CLEAN NATIVE SOILS AND FILLED WITH SUITABLE _ - \v. 1 o m SOIL MIXTURE. - -. "� . • ; .. " tt sy\ +f VICINITY MAP u- 30' 60' 120' o c-�B ' E _I X co •a V SCALE i" = 60' > I>JI- �� o2 w i % Z▪M • 2 a w tr \»9 —� _L. ap «,.1• o L! : I .' --. : r''' 3—:------- 2' \-----\:.:'\':\t' ' (REMOVE ALL EXISTING - , `6 -s t l\ CATCH BASINS& /RYp OVE EXIST D-CURBS ,\ \Z( / DRAINAGE PIPES & Ila ECONCRETE SLABS ,��RRREMOVE ALL EXISTING /CATCH BASINS EMOV EXIST - _ -' I __`_ _Lc -- ®//// PIPES TYP - \; ' • T_.- -. ------. ------- - �° I EMOVE EXIST D-CURBS ( \ ° //R_ { / TSP T g p. „ NM Ill Cr 31 e PLUG EXIST 6"WM \ \\\ , } LI/l h dd -" -� AND MATERIAL OF MAI M CONTRACTOR TO FIELD VERIFY I HSIZE A E o•T REMOVE EXIST REMOVE EXIST WATER MAI:11::::4'.W \L $ FIRE HYDRANT \ • • 0 \ m - ___ \ o s z�ar --- \• 3 \? R o w '-',3„,.. -REMOVE EXIST CONCRETE SLABS \ \ TYP \6\ • \a s , \ e It \2\' \ ModallyModallysigned by n t Jeff H Iravani INC o2 '- �- \ \ PE License No. 10 FPL EASEMENT k ` 33155 l-0, . : •_,,P;e,-_,-_,- __e,-„ �, __.^-o-u�. ry (ORB 5806.PG 773) ,' C re,, \ \ > ON:C US, (---- 01w aoh „„,,,,,„u,„n„E IbErllsoatb net. z n_I, NT �—"T' INC, H Iravani 92. 3Z'''{ / - _ ,. �15i„-_., _, ,.., •',., • •+�-=.o- -z.:a a, +AT LE _.,-_..-,.., o, . INC,CN JeffH y ° JP6 CONY. FG N N Iravani INC PE • __, .0 . •/ .- ®n ,+.3x ®n 3+ • _+s. _ >e 4 4 z,,,0 10-7) r a e ,. License No 33155 ` s 1 Date 2202751.001.11 ° r' — �f os 51 �'� 0'''''' \ JEFF H.IRAVANI,PE \�., FL REG#33155 •2 29 56 ®+s sa • s is s, \ y.,.,, COA#6966 e •t WATER EASEMENT JOB NO 6096, PO 1057) \094\ 48HOURSBEFOREDIGGINGIMP zoos CALL TOLL FREE IB10-1274 \ °7 811 SHEET NO CALL SUNSHINE C-13 NOTIFICATION CCN!CR ©Copyright 2015 All 9,199 Reserved \l \ \\ \ t\ °�5 I t Ex-Land Use:Commercial \ \ I I I 1 �; II Ex.Land Use:Commercial \ I i� 1 Ex.3-story {{-,�I ,{___,u, Ex.Zoning:C-2;Community Commercial ii I/ T1-1a1 -•Y 1 1 \ LTx7TO IFIL e'rC'ommtrnttyy�o,72-** \ \ \ n \ \ 1 ,-. , rownhonse a3 "l\ N"-•••••11.- ___, Ex.Use:Casa del Sol _ ,,;,,giEx n_o„ ,aE\ -- — �— \ EX.uu�:raa-aa€rs i t _ \\w�\ a� \ \ \\ PO -- ---- �' °%/-- I Townhouse d �,'—'7— ——— 1 J +♦ \ XI •� ry � m q' \ Retention F•1-l._ __ ` -' `- Existing OMx ^: F- jVA ♦ \ �\ n9 I 1 del Sol Circle 0NH / I i C65 Mil \ `''S MxC� J \ ,P , \ { 4 I L water I� 1,Q•1-� i=ii Proposed Ped. wht P „ 1 Easmt I J Lv.L Arl , CBs Wall I I Cross Access e - �t JJ — —�\——— e vC l—Yn�x— .. �♦ `\ Gentile Glas ____ w �„_---- Existing Gate - c —— plpp'-3090• \ \\ t——1 —— —.-� J. 1 ¢Lyse 589'2430`E (DEED) _— - - BwM ---P�00'.II'SS'E •'¢,. n. \ ,\ ,♦ \ \ t\ '•. � o _ z••.2-''.E-3'10?Yd V a. : 01 5'IandsapeBTkr ' -369:2-0 6"CJ a1.14'(DEED) ,� `\% '♦♦ \ Way Oq0 I • _ _ -- •.. -. ''• s _- _ \ 589'31'07"E 81.04' ttttta� :`'� 1♦+♦ \ Conc Median`t &O'MahoneyAIatei ;� __ _- ®°❑ ---o Y Y o . .... .'"=.4.a.6.,,,,---.- \\ , ♦ �.\ \ fl Atsoet.tes, Ine. ❑ _. ,B ns ` ' °❑ I s e ❑❑ ., ❑ • a . E■-'�•a�ae • �1\ \ \.•� • \ �► U Landscape Architects Ir __ _ _ _ _ °° la.•p�°■t.• (A '�P\'C Privacy Dr a\ \,5 \ ♦I \ a: Planners and c - - irii ■ Bdkon •hovea .vc Pad I e I I Fenc,Z,Typ '�'-,�Ret l\ �, t�� ♦ \ \ \ Environnrental G nsultants us I Typ. �� 'I' ■ r ■' O ❑ ❑ TYP 1yNOPdrs'ng�i • eF \� ♦1 \ \ \ `� a 0 o - N. a.o ''' 0 !! 59• _. i ♦+ \ \ L) '.oy S.3 1907 Coanmerce Lane 4 • ��� Irt 20' p g•MFF=230 FF 215I —�, 7 ,,, Suite101 c T 1' • (r at I E -, 1 I / EQry Sigr\agel m e Jupiter,Fonda 33456 I a' ' ,I P I l Iw71 91 I ■I •`` � ', »96 Y 7Ck I / •♦ \ \ y 5615759557 R s. i -,,,-1......„,:!!-r "n,ml li I0n 1 ,, T IuMay9s1 (Lsx,n9al I�"a ♦ o V s6Ts]ssz6o FAX k 1 � I I Iv C °� � E k _ ��k lltJq ::— [ / ;` 5 ww.zcxo.eDm '-d ° •. --,- ,.,: LI �.I �, 1 ..:: :::!,;-.:-::711.:::';:d4 , - �,•I �� �rI�I+q meq II'k-::.-.:„:-.....:. ,:•:*: 'Iq- / tl�., ♦♦ \ \ \ v � 'Laj x a 1 _ __i =f '.t I F Y ��r Frcness \ ♦+ \ IV a .- d I 4 lDr51 1I ���. h I:..:: ,! I -I , r - . I E ,}_ \ x eo[- a _-'�� �•,�`,=liL .'�W^ 1� a■ I--i r :'I ■_ ;I . .�If1 I :? I C .,:.{ 1 (`' 'm O` I e __'-Te- C.S��c ' v o-a LSlll�lrl® Pte, >% � FF-MO ♦ ` W -e �!,1"' � ° _ � -, � - 4rnrh,th. i �� -__ � �I 11CC�� ®. . '+al � u lir�� Psphak�' Featur=- �; ■ � F � ���� , „,,, ■F Av���• ♦o \ {,'3 v� ii lumn2ol V//� - - _—� Lr-. x"611 d - - -- - -- =----''''‘,-1 � _ I I:'C ��, ?d• t '\•,. ++ \\ b'White PVC Fence - ° 1 t I ._., Gx - ❑ n -I\, R �/� "-❑ , L`�'� - _ \ = 1 s / �_,�-' r• �IJ,,, ‘,.<„, � j a����.; �1 ttttrt� • ° o I�. i IaR•.,n1 i L \ /Ai L. I LIa , I \\ 1 I/ ,,, s l ° _. s r� L I ! L, Bench/Shad - �C.� ! / Tot-Lot Pool j •.♦ •t t ♦ `:\s e t L J l !o. 3 .,♦ \ t c I. 2_>I [ Iu,aRIs61 e v - i. . p Featwe �- I. Mulch a-,�/ -. _=i/ r� � i Lt r •le . I 1 , a < i p s 1 t A� .:i�� ���tr�1 �t� i 1,':r ♦• 1 \ w w E 113 -_.,7 i— - I '.l [F� 5 nmFODr�.e— Ido-I' ttBrah9F Alatrl•I'fcklF Raft ,,♦� O M a a --1:,.....7:-� r 1.1 I m 1 , a :-^9 lu,rtnscl r. 3,• d d i 4 II . `' ♦, \ a\ `\ z z ❑ - y _1�J Mg a o r 3 �; E ms'/G61 ^_ �; ��`fir. III ❑❑ ❑ `'1 ;I s' t VIA... \ tl' Exlsflrg I �,— l „■ I FF.29 Y ! u FE 235( F� I�- - ❑'. i. i ♦lI I, . ISM I I x,591 1 a. s `• � w,R l ro g l I�- � t\ \ t Cri — I - Ir `Sn 41 VI Ifr I ,\,\ \hJ1 V \ \� b ,r Bench/shad<I L it 1 _ - I Bench/shad' Ii, -I ;: s,l Imo, I� i I {; C1 Fedf r �� 11—�{7 -I ____.,� , , ."AI FeatureCI y ! \ W\, lb rre CI1 \; •. +,♦ \V� 7, , I i +sion 1;: — iiia �GwM� ,/moi , G,� �I \L \ ...1==nop ct °u,' o I r FG,zaol I,sMnzsl III v °`° „""'��'FICZR^�utfi7S .Q�Bk� f ��` - +1 S t Vlillb ° I1 Di ` � .._. / :,. .— -z ..ala --.•a orr�f • -..I r _I "'®9rofi�tl �"'L �s"v�.ras•.as "'Ys4 .- \ \ \ I iWIFICt w m ° .G- u ,.13.1 I_ 1_ �,Id�.. �1 .:. ;i , .,-,11,-or---- .I ,-- -1 _.:: ' 1•11.::•:1:1:1731-11.....:- l fl 13 ,d I.: q 'Iq It.._. Z 1 I IL_ h�� ♦+j \ t ' .� l st' lu.,nzel I I Iwb.,f Hut II 1i-...;unas,ul :', —lot- - Ili — - L g8j1Idam_.'. Iq ).rd� o , 11...'1 � I, r: r t. � I� I I Iv,:IM>sl�! I I IuM.,aol Iva I �' ?li,> !. ! , \ ♦ \ \: N , 11v R I I u• I , UIL �� Ji f�� 1 ..sl Ia»a,l a \ 1 bd a`i 11 ��•� on Bove it l T ►� I._ I \ l �� is 1 ► ------ ,�i,�, i I! ��uF(r` 25 I r -1141 9 W •1 E _ l 4 El e Bak O ® O I ts, , ♦ \ \,..\\ \'-I �.H! ° TYPG r35 ❑ F ❑ ❑ i,1,1 M- -t t,:'•\�♦\ r 1 �� , I FG.223 ° FF-21.0 ❑ ■.I \ j) +� \ l i \\\ a \ :"' — _ - --.Z-7,--:..,:-'L 00 . si I� � ,•'` �� - I� iQ°i I End oFknce \\\ 1: °0 � \l yxi'''' tg Rekdn-n9 �N FPL Easmt o [ii Oro 4 r- zs wall -/ -----t. �� al_ _� — ~ 72, _� -- �w [rrLYJ�■M •� .a Vii■� "'� I'—'C'—^�- M Designed: 54TH 31- -- C� ;7-- 6'I eJ White PVC Fence�'1,, ( �OMx I I 3 ;I ——\—I— t + \ E Approved: GGG MTH.EOM & F'.�'. R6�, �n,�a L_, cite&s•s�n a.s.d ,_..___. E. ! T�. I I L_il i \ �"" {{♦I Job no. Ia-oazo i i E ® `� s La(sdswpe \ ` t!r ¢ I \ \ Date: 0-0029 _ _ to Mb'p>�cket for safe view Gated Pedestrian Access B"KSr f---� I N L t v U go• 3\ ♦� \ t Revisions: 6/26/19 I m o ut<' .............R,,..oilt<='",�n.e,,. _....._out<.,,... N - V \lPok Open Grass Area Pde po1< ��� Ex.Land Use:CommercialI Bank I .mc \ ! 8/9/19 l I Ex.Zoning:C-2;Community Commercial rive-Th ® ® \ ; I, \ `\\t 70/11/19 .- ill i Ex.Use:Countyline Plaza 1 \ \ ++ t 1 \ \ x Site Data Location Map sea, landscaped Open Space Required 78,761 s.f.;300%Min. - �,V"ruie;-: a Existing Land Use Commercial Wndscaped Open Space Provided 82,721.4 s.f;31.5% • m Existing Zoning C-2;Community Commercial District Impervious Area Data Proposed land Use Medium Density Residential - - 'u , 4 Unit Building(4) 4,708 S.F. 18,832 S.F. ,a ollm. Proposed Zoning R 2;Multiple-Family Dwelling District _ Building Setback Data 5 unit Building n) x,795 S.F. 40565 S.F. Total Site Area 603 dc.;262,654.4 al. - way Required Proposed 6 Recreation Building(3) 6,9925.F. 20,976 _ Digitally signed by Allowable Density 72 Units;02 d.u./ac) Recreation Building 7255.F. Front(east) 25' 31.5'(accessory structure) Provided Density 69 Units(11.44d.u./ac.) M.te:2Troy l-IOIIO.07 Y Roads,Curbs and Parking _ S.F. D 10:32:01-04 0 ' Front(east) 25' 61.5'(townhome bldg.) Max.Building Heights 2 Stories,not to exceed 30'(Main BIdgJ Driveways,Walks&Patlas 44449,,'7917C6.023 S.F. ""Rear(west) 20' 25.0' 1 Story,not to exceed 15'(Aeeossory Bldg) Pool,Deck&Fountain S.F. - -O4'OO' Side(north) 7.5' 16.5' 4+ -.. •--'• Lcc 00177 Proposed Bldg.Heights 2 Stories;26'9'(Main Bldg) Total Impervious 179,933 S.F.;68.5% Project�C� 0 Side(south) 7.5' 21.0' 1 Story;l5'(Ac<essory Bldg) ' - Sheet Title: Lot Coverage Data Parking Provided 69 Driveway Spaces CIO'x18'mm.) Site Site Type of No.of Lot coverage Total Lot 138 Garage Spaces GENERAL NOTES , Development '" Bldg. Bldgs. per Bldg. Coverage (14.5%Compact spaces)19 Guest Spaces (9'x19'min) -ALL PARKING TO BE SHA PAVERS - 3 -ALLPARKING SPACES SHALL BE DOUBLE STRIPED PER VILLAGE OF TEQUESTA CODE. -_- Plan Consultants: 4Unit Bldg. 4 4,9015.F. 39,6065.F. 226 Spaces Provided -ALL PUNTING AREAS SHALL RECIEVE1005 COVERAGE FROM A FULLY - ' LL SUnit Bldg. 7 6,048 S.F. 42,3365.F. Handicap Parking Required ISpace AUTOMATIC IRRIGATION SYSTEM,EQUIPPED WITH A RAIN SENSOR Developer: Landscape Architeet�Planner: -AIL cEFILLAPE ISUNDS SHALL BE EXCAVATEDTOADEPGHOF30- ; RryalTeauerfa.LLC GeeSEkGluadlowayO'MahongaAaocnhs 6UnitBldg. 3 7,289 S.F. 21,867 S.F. HandicapParkingProvided 1SpaceTBACKFILLEDWITHSPECIFIEDBACKflLLMIx 0 15 30 60 90 Scale:l"=30' 105 Faulk Read 1907 Commerce ra.4 sane 10I Ree.Bldg. 1 1,138 S.F.91 1,138 S.F. Flood Zone Designation 'X' Panel 12099C0180F -THE DIRECTK)NOGALLPROPOSED LIGHPNG SHALL BE DIRECTED AWAY 9 NAIUIngton,DE 19803 /upaer,FL33458perCommunity FROM ADIACEN RCE SH 0.TIE5. fil 561-789-5558 561-575-9657 TOTAL 15 Bldgs, 84,945 S.F. _IRRIGgnON50VRCE SNALL BE WELLk PUMP .1.[ MilillW Sheet No. Total Lot Coverage 84,945 S.F.;32.3%3 -ALLMECHANKAVELECTRICAI.EOUIPMENTSHALLBESCREENED FROM VIEW. ii 11= =INK Erl�irteer: Land Surveyor: Architect: C 7%MayL.) -TOWNHOUSE SOLID WASTEAND RECYCLING DISPOSAL WILL BE PROVIDED BY SP 1 H,ne Legary Surveying Mappl,g Ar WASTEMANAGEMENTTN ROUGHCVRB-SIDE PKK-UPSERVICES. _ R 1934 Commerce Lane 112 V.E...96.y, XXX ak Jupiter.FL 33659 Teques6.FL 33469 %%X -NOEXnTING NATIVE VEGETATION SHILL RGA+AIN. -SECU0.ITYUMERA3 WILL BE PROVIDEDATTHE PROJECT ENTRY. NORTH 561-575-6030 561-]46-8424 561-653-8280 -KNOXBOX KEYACCESS TO BE PROVIDED FOR ALL COMMON ARFAS. 18-0820 n a J ♦ I. ©Copyright MY All Rightstt«rved Will 12' -.--q 5/8'-'�- Gentile Glas Light Blue Horizontal Holloway fillini Siding to matchbldgs MADRAXBIKERACK, O'Mahoey White Picket fence backdrolP —#WP158-B,5BIKERACK. t •A ch t sr' Io Ippelpial J1110 WhiteTnmandwpstomatchbldgs. ORAPBeige) EQUAL �_G /`1 (Light Beige) plaMereand - f(• i�l y■(� a 13.75 s.f.: :. 1iii � 1� Darust yri .��� ds __.-__,___21 ANCHOR INTO CONCRETE 1907 Commerce Lane BASE Suite 101 Miracle Recreation —_ numlxrs sl / Play Shade Single Post Pyramid; 561-575-9557 - Jupiter,Florida 3:3158 WINDER-PLUS , 12'x'12'canopy,8'ht,Royal Blue Canopy; 561-s75s2so FAX L— 1 J LED sign light(s) I + White powder coat support posts. www.2GHO.com ta—as WV Miracle Contemporary 6'Bench;Royal Blue. --- Entry Signwall Detail Bike Rack Detail Bench Shade Canopy N.T.S. N.T.S. N.T.S. :- PET WASTE r., warn mum ,77 'uv; r ,. • _ > '4L? •.- .. A ltd ^ c All' } Pt rFH f ( ;z.. _ / MS AMMO y I (A( gi f".-11:11.„...--Thi . •,.. e r` b'High,PVC Fence -1411,,,,li;l�i• -;,- !•110 i I'_. H .` .. ,-------'- White Color { ►��r � I b /� a � r'. h,..5 ' „).,,,,,, IL -6 . _ •.••,..,,,,,,,„..,..„,. , ., • ...?,....f., ........,„,, l , _. §~ , , PVC Fence Detail Tot-Lot Detail GameTimeTot-Lot equipment or Approved Equal I N.T.5. N.T.S. Doggie Bag Dispenser Designed: MTH Drawn: MTH N.T.S. Doggie Bag Dispenser&Trash Approved: GCG MTH.EOM Receptacle,or approved equal Date: 4/1/19 Job no. 19-0920 Revisions: 6/26/19 9/9/19 Building Data ft 6"Raised Walk Bldg No. No.of No.of Total A/C Seal 1 \ Units In Bedrooms Space per Bldg. Bldg. Edge of Pavement 1 5 15 10,461 S.F. '. Mg 4"Wide White Stripe 2 5 15 10,461 S.F. '3 ,'; 0 (soo 3 6 18 12,6305.F. 4"Wide Blue Stripe 4 5 15 10,461 S.F. Digitally signed by 5 6 18 12,630 S.F. M.Troy Holloway 71 �' 5'AccessIsle 6 6 18 12,630 S.F. Date:2019.10.07 7 5 15 10,461 S.F. 10:310 � '00' 8 5 15 10,461 S.F. „:„. Sheet Title: \ I / 9 5 15 10,4615.F. Site E I• 10' L 12' 5' Jr 10 4 12 8,292 S.F. 4 411 4 12 8,292 S.F. Development s 12 4 12 _ _ 8,292 S.F. Details Parking Stall Detail 13 4 12 8,292S.F.- 14 5 15 10,461 S.F. N.T.S. N.T.S. TOTAL 69 UMW 207 Bedrooms 144,285 S.F. Sheet No. w SP-2 a 18-0820 4 r II I I I ; LANDSCAPE DATA ®�� °� II h i Ex.3-$tory F__{-, r�___�h`` �' ' ;I,'"--Er�I_f- Perimeter Trees Required Trees(1 per 30 LF) Proposed level � 4 II �"-1 I Townhouse j n ( e3 l ,,,, ■ Noah Buffer 24 Trees(705.51 LT.) 24 Trees(Palms 3:t) I 6== , L "���, ,p�T'"l II`\ v h , rnfur"' fF-Ea "Bufferdes(4 ls'cnve9 11 Trees(33653 L. 12 Trees(Si'ec+men Paims 1:1) ._,`'� Ex, I rim d /© mor- T I -I South Buffer 27 Trees(s097z LE) 27 Trees(Palms as f I _ pp 5'Landscape Buhr ~_ _r-- ' 1 ;Q West Buffer 12 Trees(347»7 LF.) 12 Trees(Palms s:1) li Retention { 1 Op Proposed Ped. del Sol Circle I + Water i 10' Q Existing I I p1 — i Parking Island Tree> Required Trees Proposed Trees Gentile Glas 7CBS Wall CrMSS Access g ''I 4Islands 4 Treet(1 per 4Trees 1 I Easmt I U.E., . — — Holloway I =_�____ a Existing Gate • FH � 78 Total Trees 79 Total Trees(Palms 3a/Specimen P4m51:1) +1 WV/WO% _4_,gef ■jW —� JP 0 ►'E ` T�1 — Paving In Parking Area Required Green Space Area Proposed Green Space Area O'Mahoney l n c \\\ �lS�;#1,10- 4104=1. �` 2� -040_40 a a .�, ? .y, 37... �i T �� 4 �■ 15%Of Parking Area Green Space 2,155 s f(1Ss of Gross Parking Ate)—2,155 5.6:055 of Gross Parking Area) Landocape& A s s o c arehrtecte mws'•Mowo•r.MIPo w��a:mulimi swmwendil iwrr�w•lwitr. ir•........... ................. ....... .... "`��� TYY«<_ bit, _ ii � • cv i ..1 °••101. �1I1� �y 1'y'/' •w"c •_;7w•�r. ••.r���� .�• Maximum Palms Allowable Palms Proposed Palms Plannere ��� "1/141111,1,100111j01 - ■{�j....�n. .....�.. ....- •- ■ P Environmental Coneultante � 0000000 • 50 Palms(50%, 61 Palms;42.2%(61 Out Of 142) �7�■��0 0 `� 000(._S 0000 V 1 .Mall � A■ ■ �� iP. _' Bl� a ./__❑ I 0) •/ �� O ;a let--- ._— J \I o o ISI \I o — \J \J /l♦ Native Vegetation Min Native Re Proposed Native Vegetation 1901 Commerce Lane \\ Y _ I MT © IW WI Q — Native Trees 50% -60.5%Trees/Palms 036 of142) Suite 101 14"OAK Ibl ® Existing Vegetation to Be Remain Tip. 0 Q 0 0 (Palms 3:7/specimen P4ins 1:1) Jupiter,Florida 33458 \!� al °o° 0 Native Shrubs&Groundcovers—50% 73.5%Shrubs Cv Groundcovers(1,483 of2,016 561-515-9551 + R� JI © 1(51661171 I I °OI ��/ ,o°o oo�- Total Native Vegetation 50% 71.5%Total Vegetation 0,544 of 2,158) 561-515-5260 FAX =; v ,, Li Ll rill I O PLANT LEGEND two.'� .�j�0"• I ; � too ; 1 ' 1 f� \� 0 Cvec,e Lill 'acres Emma' o /1111 I Bisnarck Palm Y / •° (Unit#1141 Unit Un118112 Ii //,I,' r 1 �t Christmas Palm Triple' Unil#1161 [snit r %� I� %` Unil#109 J L IUntt#1081 IUnk#1671 , y�r.-s�t Silver Buttonwood �+ I'_ -y, IUnk#1181 �l IN f 1 I I L�,�J, 'IL IUn1t#1161 f 1 1 xy�l . ,J.,/0 0`« 7« 011111MAMOWItraffAC-A 4 01 �. r .N qi ' _ O Verawnod /atpopba ° ° t + Gumbo umbo )amaian taper Unit#119] • � t . flit mitt 1'111::7■I �1 ® _ .�' � ���wZ���- -l /�� ® 1:. 1 O cocco Caoplum'Red Tip' O"00'1 I �i�����'�-�� • �7 1410i �b ► — — _ice' �����:' O sabal Palm Bromeliad'odoratr :411. ■ �•,� . _� p All Typical Unit Plantings Shall Be field Adjust To Compliment ' _ Ili _ Ti Plant Auntie Lou ( F� 1 AI, 040 Palm'Double' O _ ' Buffer Tree's,Accommodate For Sidewalks ez Avoid Conflictl's With-se 0 `xl I I Proposed Utilities And Coordinated On Site with Site Contrador& ill � match Palm Pr""a°r,°"'"'°^"°" J W'` 36"Deep Root Barrier shall Be Installed Near Utility Conflicts.—^" wx l • IUntt#1201 p...�/� Refer To Sheet LP-3 For Typi9I Unit Planting Details. - --- ----7:41% I- _ / Africa"his'White' _ m I l� ►r o ' 'ter, o°oo B°tile Palm r VA,-,, _s ■ FH I °■° \\ \ j ooe a, CCJI crown. mia r •��', 1 O 0 0 o_F1 I il` L �le �// � :1\� 'R ■r _;�LFf A �I �il` Coconut Palmne.r�•� , IUntt#1211 I , I 1 S �' \ cw.•IJ I O 9 , nw°maim a°=mine p n li � i IUntt#1661 I ' _ Fit: .�7( W ii !,..,....0' I •`--- _ilea •• - L \ �� r I L IUnll#1581 t nxerf fbiein V I Holly•Eos;Palatka' eto-,-0-1--___F-- "-11, ` "-.. it .0 0 0•l• ' J .�C'O.ql 4. _ s4,1,4merm Lrl II a `, 0000 \- 1� ~ , - ` �e1 ' L+gustcoe ® Cneoplum'Horiznn[°lie' O , it a.116-- ' I vnn—- NW-c. F . pl IUntt#1671 / JUnit#1641 If Unlt#1591 ; O(''`� e..°Hn6uv°o°aO,� I � O rI 4 CZhillek ���•� J1 rJ o�o1o6o II 1 Jflii1 ' IjW — Ir o .1r IU_`II IIIr a ,A II°■ ,-A,112.1) V in IP:..In ,na�Lo �+ �� • y � I �III��IIII �I O E z[iuB H°IIJ'Or PigeonPlum irstili.....‘4 Existing ;I,s►i i 5'Landsca� Unil#168 r ,t a. I%IP'el ._ 'i► GENERAL LANDSCAPE NOTES: 1j:IV ' 1 #163 ' CBS Wall II ,l7 Buffer IUntt#1221 r i • J ' hill Unit IUntt#1601 7 _ �- Q �1II \ Ilki —gib MOISTURE SENSING DEVICES WILL BE USED TO AVOID IRRIGATING =r 0 0 0 01 1111111_ DURING RAINFALL. O 000.« • • VAX, 0 000 000 I� ■I e .Moi _ -ALL LIGHTING&LANDSCAPE SHALL BE FIELD ADJUSTED TO H r unit#169 iC:-9AVOID CONFLICT WITH EXISTING&PROPOSED UTILITIES. J 'Unit#123] •J L 1® ; 'Unit#7621 i IUntt#1611 I - 44"S@p� 1 \ -ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREE'S OR LARGE 1111N1 W PALM'S ABUTTING UTILITIES SO AS TO AVOID FUTURE CONFLICTS. Vits•-•01 ii..• « ti. v 3„OAK ..0 O el�.�__ �- n.• 03"50 I ..—Ira .crL, --/ z ,�+ I -THE EXISTING VEGETATION NOT UTILIZED SHALL BE REMOVED L - ..•� '� \\.N. -,. ,�r� e F I .„,___—, \\� \lam I� ''{ •14 . g �\ Sir, 261'"S I t ,■0 _ \\\\\\�'\\ Z_�—:.� FROM SITE AND DISPOSED OFINACORRECTMANNER. 00.00 - o _ O 3"5O 0000 RI 1 `ty 2000 \-.\\\- a Hn/ r It I y o �� ` /�� °r-���,g MULCH IS TO BE APPLIED TO ALL PLANTING BEDS,3”THICK MIN. 4"•AK ` ___ MULCH SHALL BE PLACED SO THAT THERE IS ONLY 1"OF MULCH Designed:- BRD E , 1 Existing Vegetation Re Removed Typ.m w w «O rve w I,w«■ � ( __^ APPLIED OVER THE ROOTBALL AND 3"OF MULCH OUTSIDE OF Drawn: MD o ' 12"Sp0 IUntt#7241 I - o; i _ M THE ROOTBALL. Approved: GGG/EoevmTH m «'I,� `a *MEW y i _ _ - i - i �' _- TREES AND SHRUBS SHALL BE PLANTED ATGRADE OR SLIGHTLY Date: o;r9nr o I '`` ��'SPo f • ! _ , , ABOVE GRADE. lob no. s moz z 3' io��wtla�ttit_t�tla�� ��••�■� �•� - - Revisions: oa/26/1 a \ i �i •ext- - -ALL PLANTING/OPEN SPACE AREA'S SHALL RECEIVE 100%OF J E51 10"SP« 3'• tp, 1t�' os/26/1Q 0 110'SP I i v : o .. ��A"�� y_ COVERAGE FROM A FULLY AVT'OMATIC IRRIGATION SYSTEMw1-•'$•P 4 0oip ° L. .I �..� �..� os/26/19 a _ - / oo I I o EQUIPPED WITH A RAIN SENSOR.rip OI SJR' $•O O ❑y �i OB/'.b/19 a / o■ i / ooj G i �r ALL SPECIMEN TREE'S WILL BE COORDINATED WITH THE 0/nns I," I 7 0l R ° % 4-,111////, �� I. • ° ° LANDSCAPE ARCHITECT FOR ALL SELECTION'S AND SIZING. a oee.0. SP0 0 3 '_ g'y' �� dL4�; 0' IIU,J"Iu a 011__ _ ,� � � 4 r -IRRIGATION SHALL BE PROVIDED FROM WELL OR POTABLE / Q A �t I :,_ ° •'3 °7�' %•� IUntt#1291 • Unit#7301 IUnit#1311ntt#1321 Untt#133 II3 Unit#134 I I 1 unit#1351 [Untt81361 IUntt#1371 1UrJ 104 O" son � j ��% I -AT TIME OF PLANTING,PERIMETER TREES SHALL BE SPACED IN AI r la J 1:7©e'sP Unit#1.610,K 0 p 11 I \ VP 4111 L WAY THAT COMPLIMENTS THE SPACING OF ANY EXISTING TREES "Sp _ -I_ •3 AK I p� �Isp ( i i J i j 1 ) ( �llri a m •'�_'°a a 1 I 1 ( ON ADJACENT,DEVELOPED PROPERTIES. o"ISP il C I � I --- -SOD AND IRRIGATION SHALL BE PROVIDED WITHIN THE ROW s� 41.„1 IUntt#0 .Iwo �1 oe1 I' « BETWEEN THE SIDEWALK AND THECVRBINGR._� K .r O CI) $°O ED -ALL TREES UNDER FPL POWER LINES ARE REQUIRED TO COMPLY n` •■� �oo I ■ Digitally signed by M. _ "oo WITH THE FPL PLANT THE RIGHT TREE IN THE RIGHT PLACE' a \_____.... wu oo �° GUIDELINES. Troy Holloway MO Existing Ve e Q (���=-�-�-- -'\.‘1.Z.,��M O „ A; 9 r I,Existing Vegetation to Be Remain Typ. 9 9 Date:2019.11.06 w I `• ,�op \ '. _^_"1 'y.:. I` I,-- o --1- - (4)Live Oaks To Remain 10 Place ALL PLANT MATERIAL SHALL MEET THE FLORIDAGRADESAND I� VVi i f o e /� STANDARDS OF FL.#1 QUALITY OR BETTER. 15:39:00-0500' *\ 000- � I\ I\- o e R \ 11-&�` � � �� anal+MAIFi1� °° S�+�i�`���47•.� 0}^�� I��J,I.�S�_ [J m' �!Ii°���\ -ALL PLANTING BEDS/ISLANDS SHALL BE FREE OF SHELLROCK LC 0000111 om � � Y irBal �irr���� 000 Leo \ • ! = f-� ��'r . AND CONSTRUCTION DEBRIS,EXCAVATED TO A DEPTH OF 30"OR Sheet Title. wO ' =.....0 ttl•��++e rr.•t�.r1111 .�r•.+r6.,_ .1. • � _� ► � . � � 12"OAK �I, �i K TO CLEAN NATIVE SOILS AND BACKFILLED WITH THE SPECIFIED Landscapes ER - -_ - "'_ "Wlrlrwre:.- BACKFILLMIXTURE. f >� O 10 FPLasmt • V t ��• Development Nm I �j3.1►®�_i d U_- `dam!-�'r p — �____�_-�_-�_ x�. Mid, .- 1� 3'�/`�_i( CONTRACTOR SHALLPROVIDEA4 5'DIA MULCH RING �a P 0e — -,----� M_„� _ _ _ _ _ AROUND LANDSCAPE ALL TREES THAT ARE NOT LOCATED WITHIN Plan �uoo 0�� r / 5'Landscape p0 LANDSCAPE ftED. as l� / / Buffer o1Bi, QOO CB 6'White PVC Fence r`3- m 10 20 40 60 Soaleu I".20' in ina� / L _J 0 liuii.i �� / 0� Gated Pedestrian Access °�,____ = sheet No. ii o'-= __ cR F r- 1 f�rss- - O --- RAP Q u =_"--- I] 'moi O N I i1e 1'1 I M E& i1 rr I I8-0802 ®Copy,ara Mb is 12WIle Rene,. 'i- ,I--a _L1 I \ _ _ — ____i-411 �` a` PLANT LEGEND ��_ .i II u`ui J I r-- 10' ` II wo\\ \`\\' `0\ b nfi�""r 8x.3-Stop -k==i V.E!` � I:\ h. _ — \. 4. \` �`e \`N 'i°i ITownhouse r �- `p�` �- - - - J J `ii ____\'_���, „\ \" a O Cnnum Lilly'Queen Emma' / / ._ 1 i<''_-_� }-- I J` - I- 1 ii h ,\O `\ h\ \```\\ `o`p ' Bismarck P Im'Aver' Y' .`,'. I Existing \ /� — \ OMH y E MH•I JE. w y ''/ 1 1 - - - _ -L \` `\` \`` ` '\\°, y . ; Silver Buttonwood `++ Christmas Palm Triple' I I r CBS Wall \ vp -,-\L'''2- — g-- -- \‘‘, \ ✓ _ Gentile Glas L �' — — — — fir n — —� \ \�`o - t S Verawood Jatrpopha �v‘ff .�� e-a'•"E DIED) v .�, A ��J fI`1joo� w �\ Holloway vj f7100_ 8'5�'E- Se .p + ti Jamaign C11.1 O Mahoney 5'Landsa. rp"pti� +� i"' u'=;4'£_":`:%".r.. p e \ \ `` M nine � �� � �TG>t4. '�—� • e*Afkr .TaZi07". 81.04'` , 1\'`\ „\ O Gumbo Limbo Y ' __ - ____ -.710�� ,aP ly_ ru,• \ '` \\\ & Associates, Inc. •� ��•��� ..-_'�..�. _ . Coco 1 'Red Ti ,.■IMA.n•cw�..#.Irw..aww.wirlM•..w�wiw+iss�+www.i \ \\ \ \°\ pum P" Landscape Archttecta ■ - • ii�+�■w•1alY..wwu►-�.+Yia►+wr■Iww�.: __- 4P $_ :qgyp". v ° M _ G�l�r� _ i: llll l trAr ` ' ``\\ 'O Sabal Palm q� BromehataPO 4 Alexander Palm Double' O Ti Dlantlnal —All �•.••,� ` �L. E; `�/ 1901 Commerce Lana Mr 6'PVC Privacy •• a. surra 101 I, ♦�." ,..2s=.'f- \ .�. t7odaa r,•mma rra� 1 0o II I I Y �\ ��/,,� L ��� `\ +� TFatcF Palm 00 0■ Fence,T -',,,:;-' 10104.1440./� \� -,,r -� � O tC / Japitar,Florida 33458 to 0o I YP -..A \`\'` V % African t,;awh;rQ 2 ■o °O� o0 ` SA\:\ O C 3 j 561-5�5-%5l O _ Rnitle Ddm000 sop ■o I I0 / h �� ' G W 561-575-5260 FAX 11O o0o v��'���—.-- \`\\ `\`\ �N r0 M crmm�a•znn:in.r uuws 1' 1 11 i. ®0 � \ \ N p Coconut Palm 11 il`x 0 Entry Signage\ �, ro Dwarf Asian Jasmine fLU nit#1061 lUnIt#1071 Unit % %�,I , v � \ w'`s P-+ Dwell cin:ia I Jr I / //� IUnit#1051 Unit#1041 Unit#703 Unit#102 Unll#101 I/ m� a".• Mllia IR ` aj ] Holly'East Palatka' i '�, �-_____Ir ,,Ir __ / l f aljl�l�I l IIR I I.1���� ��—�f t ` po N O Saw Palmetto IIli / n` il \„Ara ��J i,; i „ :411,00.071/4, �, Itd p • uyus from ® Coo Alt, ' III,/1 �t° o , vv0 ly Fitness \ �l •X Existing n.eoa Or - © �I/ Gtr. � I 1 AI ` ppe\` (� \�$< O nnm6n LiveI, � :� II x W { (• 1 Sand Live oak--�����_`�=�.� j��i■rl�® �4 �rlAm O ° ©4 1111111111 ”„\ age, W �.f — -••••••••- _fit•- = ■ii��—� �A \ imbo a\ .O Existing Sabel Or 1=1 Pnlm - •' ` v�v�``as• ° ati7AArf;;I:71131Allilitr171'0.:f + ` ` \```\po \w+ ��1�� $dndPineO Existing Holly Or Neon Plum �--� ....f�... • w7?�I � .I:;° ® � � r' ROOT BARRIER DETAIL i ..1 .0 000.� o ►� HMI ��eco° / v ly®� wirzi � Ov,Ars'b 9ueaassDa uR _s- "■ _ 'v FH -”. � °■° - \\��. \ w�/ '�:�. f..._ `v n ` ww"•\ II' ac emrreeRomfianter _ r . Itr' ��a e\ I �� 1, �, ' Ill lf.. Pool vm 0 A, r a: \app\ \,r ©©w\ \ a II ii Ir ��� Tot-Lot I, ,� zmxr • • �°,' �p '`,N 'u\ .- i'^` {_.. —•1 4) #15a I ; m,., >rl rii . v4d ��� i • 1� •. 0 p ;o .. .. .dw' II IUnit#157J 3II Mulch�/� I.rIlll��►�1`:! 2I•'•!�� ■■.■ �'i�s• �iS� '\ p a°` `o p1' �I.IIF(ll e'.G jy 1��� ■■..\ v��,.�•�� \ ` • `\N`• ` N C.) C'4 0 gi O o 0 0 R O B,,,A ops v©=NV Aril 'c"�'•"s• ��, \ �y.� \ �\ \\%• a\w#1591 I 1 1i I I� v© I,' p°p\� nen\ p` \` 6`L. H I uml#1ss ill" _ Io•oeo1P'� cee-el ��� !-1�I7/, �'OoLL[o ❑ Mt,�� I i'\•,•r• , P\ \`y,,," "f_) "alaAlli I 1 #160 I 4 ooe° "alio pe\ u\p+' IL 1111b ' \ A,.IK 00�„O;. 1eIAila INiKi: \ 1. ` `\ = ems ... itiff".......7:..,.;;Et;.:6,«.�� 1 ©0� :II a .-,. •r... IA CI IMF I #1611 ' - , ill. ,:,...,UnIt#1541 I / IL' J `\ \j j' I FY \`\N Y% VW W I v® IUnO#163J [UnO#1621 Uni[#757 Unit#160 Unit#149 +`f l lzIz , -I c,► � �i �r J. L 1 If LIi �� iII j IMI � � E � ' --- =� �II I� 0At pi kl. lit I i. .1i /.- I ion\ - Wp u I � :is'i-- ,� pp\ 67.1=...... 3 _ _ - pmaw 61 A�y��—,��lr:��; �-- �`� „` v\k;,\ °` Designed: MD psi\ Drawn: Rao ° `\�� TREE PROTECTION DETAIL Approved: OOO/EOMJMm \u Date: 03/2_969 w' I••� - - ', \ \ \ \\ \ p Job no. 1R-OS02 O - z=c—� r�:c::z4►� �... _gyp. \ ``'`\\ \\ Revisions: oa/z4its Z .fa''��_ �� IMM���l�IMI!!VIM Is�lG�LPMM �I �,�®AJE _ AWE. 1 `ki*c vfi0626/19 a o ro o Y I 'i 'a' •1- a Y _. ` \ "u -:.,,,,?4,,,,,,..-.74,- '•m.".' OS/02/19 �� i/ ° o ' I� �• o o i IIIIIIii111111I111 '\ p\ 10'x30'Sa,\ , eiilji � r .:• os26i1r �� i' Q / I I) 1111 Sight Tri n p" r % ^' m 1 ti+� O i ✓x/ , 10 W� l I�i?� % �':�I;� (I''III ^�, 9 a �� -' I �. �r„r,9 r / I O C � 0 ./�— i / 6�..._I. 0 11 p -\\\ . skit< clotHii lo ,i II h . a �i/. �i �ai 1 I w. 1p' [Unit L u # 'i,/ ill /r - - -1M4/' i .::'.�+, .. I Landsca -t i I 1 nit 1371 [Unit 4 G, [Unit#1391 1f I Ir All Typical Unit Plantings Shall Be Field Adjust To Compliment pp '� __ _ A� VIII II ” P _ 91 i�% J Unit#1441 UnO#145 [Unit Unit#147 !� <':.; %/:��. Buffer \d ' 1 T r 1 L Buffer Tree's,Accommodate For Sidewalks Bc Avoid Conflict] With l J 1 I r I 1 j1C1101er,fll� i oo 4I �'/ Propo ed Vtilities And Coordinated On Site With Site Contra forI J ® `I� _��� III 111111° at N pp��\ 'w mel ~ �i 11:1211M /� 1 \ \pp p\ 5 J II I 1 i son \)/. - I �= ~ '•'�'�'llnllll�/ ` u\ \N L.r,.vl•.�.r... _ m 36"Deep Root Barrier Shall Be Installed Near Utility Conflicts. f tA22 . \ L Refer To Sheet LP-3 For Typical Unit Planting Details. i!I i n 9 I • ©� I .�— ��IIi111i11111*� mrNZWilWA i to ee G• '00 0 Opp I v II�,�111 .'..= %,.l 5!:' `\ Nh\ h,Cq»n M£Y+[o,lsetr ':.° Y iii ED I I' OO Irl Existing Vegetation to Be Remain I • © I �j,j�j�• \In\ © 11 EO�C11EPE O1bPRF 4R °°R" g Y 9 Y tt YP 9 9 ■ YP �Oo CDeco %iel ®`\ __ Di itall si nedb IL WIN ee = ;�\ 0© M.Troy Holloway ace __ /`#11 _ - « 3 f g°�■la o�+�� I� — — — o - �I —• — _I:" ' I �;.�` v `G \ .. a `roe�".a R �R Date:2019.11.06 �' `�� f•�1 +\ + I © u rr°m� , ar Vis., ° tri► . �. ❑ �■ ■ +� I� - T��s �nl�—If ❑ +� I of o +�K r� 0 0.0-! too �ititaitir-Mak',11LIPAIII. �_-- Irr�it���:°ooeeoo.°o ,�� // ' �y �'° �°� �. _ �' pqi v0 \;x 15:3831-05'00' I- .���' �! ! =w� � ,R: —!i ueunee� � _�1 p \ • x�s orenw R�nn.a.0 • sae LO 00006'1 9 AK .r A �MI ' •�4 , >~x� .,rs in ,e•no ebeet Title r•y■rp• ia•r..sw-.Nwr.•ioss:.......r .q•.. Z .y � ..,.r .� ....�..�.�,•,,..,� ...� y _, i `\ _ - _ \" �n.�,°• \• .. ,.m,o� •rG�e.,.�. Landscape m o 1 r '�'� � � � •Twat: - � �'�+h`•M►r _ . wo��rv't� .ww. -or.-107W . r�iw, lk oma _,.. _RI do — —`1�1 •,r -_� �� r i I FDS "' Plane opment N° _rice �1-"`,� I5'Landscape a + IOn1H -- Di f - �- - ' r Buffer " II `°` D00 \ \ sea ea I"•20' aaN ccess °�,� I l p.,y _' O pp"p`, Vii MH m 10 20 40 60 1 S'-'11 'coio n t 0© `` , Ivw � I P \ p.0 \ = Sheat No. i' wer , a\ w- v Bank I I V ? 5 \ , ili I_ MEM \YR ^/ I CB J' Eerf1 CCB �, _ on-i- I rive-Thru I 1 nP,l G6 $ \ \ \ o a& \ Is-0902 0 CoP,IgI 209 01 10016 R.rv.d Plant List(4Unit Bldg.) Plant Legend TREES .__,�., KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD CALIPER SPACING D.T.NATIVE REMARKS KF 1 KRUGIODENRONFERREUM BLACK IRONWOOD 12 FT. ]-e' /5" A.S. V N FULL HICK.5'CLEAR TRUNK ell Alexander Palm TRUNK 000000 BA 2 BULNESIAARBOREA VERAWOOD 12' 7-0 2.5" A.S. V V 6'C.T.MIN.FULL M We }��yy��!I(( SPECIMEN Alt.-Montgomery Palm Gentile Glas �j��^ I A °1L•J�!j°°: _\I \I 4144 PALMS SII ©•©� Holloway 7� KEY arr. PTYCH SPERMAE COMMON NAME HEIGHT CALIPER SPACING O.T.NATIVE REMARKS TS PT 2 PNCHOSPERMAELEGANS ALEXANDER 8 G.W. HEAVY AS. M N FULLBTHICK.MATCHED Black Ironwood 0 °o TRUNKS SPECIMENS,SCAR FREE O'Mahoney e� o et ®v -MC SHRUBS Alt.-Silver Buttonwood & Associates, Inc. LJ AIX 121k KEY QTY, BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL SPACING D.T.NATIVE REMARKS CHR 25 CHRVSOBAlANU31CAC0'ftED TIP RED TIP COCOPLUM 24" 16" 63 MIN 2'0.C. V V FULL B THICK TO BASE Landscape Architects �� ig ®® CLU 2 CLUSIAGUTTIFERA SMALL LEAF CLUSIA 4-5 23' 015.25 AS. V V FULLS THICK TO BASE Planners //--- ©�©'��/----�� ILE 46 ILEX VOMITORIA'NANA' DWARF YAUPON HOLLY 24" 18' 63 MIN 2'0.C. V Y FULL&THICK TO BASE Environmental Consultants v©1 ©,� If' Verawood 1901 Commerce Lane ��v Alt.-Green Buttonwood �' ®� Alternate Plant List(4Unit Bldg.) 'o ;�©/- , Jupiter, 101 Jupiter,Florida 33458 alligtAnk�®I �oI 1 TREES Small I_eaFClusia 561-515-5551 KEV QTY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD CAUPER SPACING D.T.NATIVE REMARKSO561-515-5260 FAX OCE 1 CONOCARPUS ERECTUS'SERICEUS' SILVER BUTTONWOOD 12 FT. 6-]' TMIN. A.S. V V FULLS DENSE CANOPY. Alt.—POdocarpus'Pringles' UMWY� 'COo�E- OO'� / STANDARD,5'C.T. CS 2 CONOCARPUS ERECTUS GREEN BUTTONWOOD 12' 7-6' 2.8' A.S. V Y FULL&THICK CANOPY,6 —_� I� C.T.MATCHED M1 PALMS SPECIMENS DwarlYaupon Holly KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT CAUPER SPACING D.T.NATIVE REMARKS OO Alt.-Ficus Island' VM 2 VIETCHIAMONTGOMERYANA MONTGOMERY PALM'TRIPLE' B. G.W. HEAVY A.S. M N FULL BTHICK,MATCHED !l TRUNKS SPECIMENS,SCAR FREE — Internal Road — SHRUBS KEY CITY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL SPACING aT.NATIVE REMARKS COO Cocoplum'Red Tip' MYF 25 MYRCIANTHES FRAGRANS SIMPSONS STOPPER 24" 16' R3 MIN 2'0.0. V Y FULL&THICK TO BASE w POD 2 PODOCARPUSMACROPHVLUS'PRINGLEC DWARFPODOCARPUS 45' 2-3' 015-25 A.S. V V FULL&THICK TO BASE Alt.-Simpson's Stopper FGI 46 FICUS MICROCARPA FICUS'GREEN ISLAND' 24" 16- 03 MIN 2'0.0. V V FULL S THICK TO BASE (x4)Typical 4 Unit Bldg. Plant List(5Unit Bldg.) TREES t KEY CITY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD CALIPER SPACING D.T.NATIVE REMARKS KF 2 KRUGIODENRON FERREUM BLACK IRONWOOD 12 FT. 7-6' 2.5" A.S. V N FULL&THICK,5'CLEAR TRUNK iftO1tD.�FD.0I 000, BA 2 BULNESIA ARBOREA VERAWOOD 12' ]3' 2.5" AS. V Y :Z,I,A N.FULL �4�_� 'A et1� e'� \I ❑ `,� SPECIMEN ii„, �I �` _ __ __ _-. PALMS T•�e�•� KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT CAUPER SPACING D.T.NATIVE REMARKS ill I PT 2 PTYCHOSPERMAELEGANS ALEXANDERPALM'TRIPLE' 8' G.W. HEAVY AS. M N FULLBTHICK.MATCHEO 0 0c0 TRUNKS REMARKS ocl- E_� HOE SHRUBS �I 10111 Kil"W I °ODKEY CITY. BOTANICAL NAMECOMMON NAMEHEIGHT SPREAD OAL SPACING D.T.NATIVE REMARKSCHR 25 CHRYSOBALANUS ICACO'RED TIPRED TIP COCOPLVM24" 16" #3 MIN 2'0.0. V V FULL B THICK TO BASE �1 ,CLU 2 CLUSIA GUTTIFERASMALL LFAF CLUSIA4.5' 2-5 61525 A.S. V V FULL&THICK TO BASE ® � ILE 48 ILEX VOMITORIA'NANA' DWARF VAUPON HOLLY 24" 18' 03 MIN 2'O.C. V Y FULL B THICK TO BASE i1� �m ft ISP%LI. mo-A �vlv �%At Alternate Plant List(5Unit Bldg.) iliN.„'N4 'okry _A ©��y0L� u TREES �� 0��� KEY CITY. NICAL BOTANAME COMMON NAME HEIGHT SPREAD CALIPER ST Y'UPER SPACING D.T.NATIVE REMARKS CE 2 BOTANICAL S ERECTUS'SEKICEU6' SILVER BUTTONWOOD 12 FT. MIN. A.S. V Y FULLS DENSE CANOPY. STANDARD,5'C.T. CS 2 CONOCARPUS ERECTUS GREEN BUTTONWOOD 12' ]3' 2.5" A.S. V V FALL&THICK CANOPY'S PALMS S.T.MATCHED SPECIMENS KEY QTY, BOTANICAL NAME COMMON NAME HEIGHT CAUPER SPACING D.T.NATIVE REMARKS VM 2 VIETCHIAMONTGOMERYANA MONTGOMERY PALM'TRIPLE' 8' G.W. HEAVY A.S. M N FULL S THICK.MATCHED TRUNKS SPECIMENS.SCAR FREE — — Internal Road SHRUBS KEY 5TY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL SPACING D.T.NATIVE REMARKS MYF 25 MYRCIANTHES FRAGRANS SIMPSONS STOPPER 24" 18' R3 MIN 2'O.C. V V FULL B THICK TO BASE POD 2 PODOCARPUSMACROPHYLUS'PRINGLES' DWARFPODOCARPUS 4-5' 2-6 01525 A.S. V Y FULL&THICK TO BASE FGI 46 FICUS MICROCARPA FICUS'GREEN ISLAND' 24" 1E' 03 MIN 2'0.0. V V FULL&THICK TO BASE 3 (x7) Typical 5 Unit Bldg. Designed: 8RD 0 awn: sRD Z C Approved; Gcc/EOM/MTh a Date: 04/24/19 a lob no. 13-0320 o Plant List(6 U n i t Bldg.) Revisions: 06/26/19 803/02/,9 TREES 06/26/19 KEY QTY- BOTANICAL NAME COMMON NAME HEIGHT SPREAD CAUPER SPACING D.T.NATIVE REMARKS CE 2 CONOCARPUS ERECTUS'SERICEUS' SILVER BUTTONWOOD 12 FT. 7-8' 2.5' A.S. V N FULL&THICK.5'CLEAR a OOOODOe, 0000000, TRUNK r ��,��n o;��e a;�� CS 2 CONOCARPUS ERECTUS GREEN BUTTONWOOD 12' 7-8' 2.5' A.S. V V 6'C.T,MIN.FULL ��-- \I \I D \I \I O O \I \I SPECIMEN •�IST-♦-�oIc91 014 __ -- - PALMS L KEY OW. BOTANICAL NAME COMMON NAME HEIGHT CALIPER SPACING D.T.NATIVE REMARKS Seal Oe PT 2 PTYCHOSPERMAELEGANS ALEXANDER PALM'TRIPLE' A G.W. HEAVY U.S. M N FULL&THICK.MATCHED YC ©G� �° TRUNKS SPECIMENS,SCAR FREE pvo o<�K4<,P..- ®® °D SHRUBS :`,�y—„—>i� o IUr I �I� I KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL SPACING MT.NATIVE REMARKS 1,11, CHR 36 CHRYSOBALANUSICACO'REDTIP REDTIPCOCOPLUM 24" 18' 03MIN 2'0.0. V V FULL&THICKTOBASEtoCLU 3 CLUSIA GUTTIFERA SMALL LEAF CLUSIA 4.E 23' #1525 AS. V V FULL&THICK TO BASE I#,.A/PLT.© DWARFYAUPONHOLLY 24 18' #3MIN V V FULLBTHICKTOBASE Digitallysignedby l, o ,a �� "T'0I It LVl i .L 1 i Alternate Plant List(6Unit Bldg.) Date:2019.08.26 R 'IN hWSheet Title: 1)9m filWrftwiraii KEV QTY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD CAUPER SPACING D.T.NATIVE REMARKS (J1�KF 2 KftUGIODENRON FERREUM BLACK IRONWOOD 12 FT. B-T 2'MIN. A.3. V V SFULL 8 TANDA D.5'CANOPY. Typical Unit WSTANDARD.S'C.T. I �I�)• BA 2 BULNESIA ARBOREA VERAWOOD 12' ]-8 2.5" A,S. V V FULL&THICKCANOPV,6' Landscape ecapeC.T.MATCHED � 1 �— PALMS SPECIMENS Development LLla KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT CALIPER SPACING DJ.NATIVE REMARKS Plan VM 2 VIETCHIAMONTGOMERYANA MONTGOMERY PALM TRIPLE' 8' G.W. HEAVY A.S. M N FULL B THICK,MATCHEDIV TRUNKS SPECIMENS.SCAR FREE ca .20' _ KEY QTY. BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL SPACING D.T.NATIVE REMARKS MVF 38 MYRCIANTHES FRAGRANS SIMPSONS STOPPER 24" 18" 03 MIN 2'0.C. V V FULL 8 THICK TO BASE Sheet No. POD 3 PODOCARPUSMACROPHYLUS'PRINGLES' DWARFPODOCARPUS 4-1 2-3 015-25 AS. V V FULL BTHICK TO BASE FGI 49 FICUSMICROCARPA FICUS ISLAND' 24" 18' ;1`3MIN 2'O.C. V Y FULL&THICKTO BASE 1-F-3 W (3) Typical 6 Unit Bldg. _ pow _ Iia is-oa2o Plant List Specifications - Exterior Plants ..CopyIEIS NPR All mg,.R«.YPe TREES 1_4: QUALITY ASSURANCE: 3_2: PLANTING TREES: ��� STY.BOTANICAL DAME ox E HENCE SPREADNATIVE REMARKS BA WINE.ARBOR. Bu NESIA 7a 3" A.S. v N Ls HICK@CLEAR SOIL ANALYSIS SHALL BE CONDUCTED BY THE LANDCAPE CONTACTOR PRIOR TO APPLICATION OF ANY LAYOUT PLANTS ACCORDING TO LANDSCAPE PLANS.IF A CONFLICT ARISES AS TO THE LOCATION. Gs 17 BURSERASKURI/BA GUMBOMM00 1B 7a s as v v LLTRUNK SOIL AMENDMENTS,FERTILIZERS AND BACKFILL MIXTURES.THE LANDSCAPE CONTACTOR SHALL USE A SPACING OR OTHER CONFLICT,CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY. SPECIFIER QUALIFIED SOIL TESTING LABORATORY IIP VP .411 VI- CS zB cowocARPus ERECTUS sFRlwus SILVER BUTTONWOOD 1s OT s A.S. v v FULL 8 OEN.CANOPY. EXCAVATE PIT TO TWO AND ONE-HALF(21/2)TIMES THE DIAMETER OF TREE BALL AND NOT LESS THAN 6" IA a RFC ATTENUATAEAGLESICN ...TON Hour IC GS a As V v THE RESULT OF THE SOIL TESTS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW DEEPER.COMPACT A LAYER OF BACKFILL MIXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN A SINGLES STRAIGHT PRIOR TO THE APPILCATION OF SAID MATERIALS.ADJUSTMENTS TO THE SOIL AMENDENTS MAY BE MADE UPON SLIGHTLY DISHED FINISH GRADE.BACKFILL AROUND BALL VV1TH BACKFILL MIXTURE,COMPACTED TO TRUNK el CONSULTAION WITH THE OWNER AND THE LANDSCAPE ARCHITECT, ELIMINATE VOIDS AND AIR POCKETS,WATERING THOROUGHLY AS LAYERS ARE PLACED.BUILD 3"HIGH LB 5 CCCSIRUMMA=owCUM WAX PRIVET IC 1,10 MULTI As. M w FULL DENSE CANOPY BERM OF SOIL BEYOND EDGE OF EXCAVATION.APPLY FERTILIZER AS SPECIFIED AND THEN MULCH WITH Gentile Glas xI 0 PwusctwsnMATCHED 1_5: DELIVERY,STORAGE AND HANDLING: THE TYPE AND THICKNESS SPECIFIED ON PLANT LIST. SMAC PINE 1x14 Fr. sa M. As. PLUS OROMI oors PRUNING OF TREES SHALL BE DONE ON SITE AFTER PLANTING FOR DAMAGED LIMBS OR DIRECTED TO Holloway IGLU. OG 7 GUERCUS...TA SONO LIVE OAK a B4 AS. v r NSE CANOPY- GUY AND STAKE TREES,LESS THAN 3.5"IN CALIPER,IN FOUR DIRECTIONS WITH Holloway NYLON O'Mahoney IMPROVE OVERALL PLANT APPEARANCE.DO NOT REMOVE MORE THAN 15%OF BRANCHES.PRUNING TREE GUYING KIT WITH HARDENED NYLON ANCHOR AND 3/4"800 LB.POLYPROP UV WEBBING,MODEL 0V II QUERCUS VIRGIMANA LIVE OAK 1s 7.0 s As. v v La THIN GROUPS B METHODS SHALL FOLLOW STANDARD HORTICULTURAL PRACTICES USING APPROPRIATE TOOLS.LOPPING, (ATG-R)OR APPROVED EQUAL STAKE TREES IMMEDIATELY AFTER PLANTING.FOR MULTI-TRUNK PLANT sFECIMENs SHEARING OR TOPPING OF PLANT MATERIAL WILL BE GROUNDS FOR REJECTION.DAMAGED,SCARRED, MATERIAL ATTACH GUYS TO FOUR(4)LARGEST LIMBS,CARE MUST BE TAKEN NOT TO MAKE GUYS TOO & Associates, Inc. FRAYED,SPLIT OR SKINNED BRANCHES,LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE WOOD.THELandscape Architects TIGHT.FOR TREES 3.5"IN CALIPER AND OVER,TREES MUST BE STAKED L. WOOD 2X4 METHOD. PALMS CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLESS SEVERELY DAMAGED. FOLLOW PALM STAKING DETAIL FOR REQUIREMENTS.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT Planners BOTANICAL 001L Mxou NAME CALIPER s PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES,IMPROVE NATURAL SHAPE,THIN OUT STRUCTURE AND TO ELIMINATE GUYING OR STAKING.THE OWNER SHALL RECEIVE A CREDITOR DEBIT FOR THE UNIT PRICE Environmental Consultants KAM3EY 3 BOTNISAL NAME COM.N ME TRIPLE 6 G.W. TRI PAS C L N mCK TRIP/7 reUNK SCAR FREE REMOVE NOT MORE THAN 15%OF BRANCHES. OF THE GUYING OR STAKING.THE LANDSCAPE CONTRACTOR SHALL REMOVE BRACING IN ONE YEAR. BN 4 FSMARCNAROeMMS'SLYER SELECT BISMARCK PALM 113 OA HEAW A5. M x FULL8THICK MATCHED 32_PLANTING SHRUBS: 24111 SPECIMENS 1_6: WARRANTY: 1901 Commerce Lane cH 1 CHAAIAFVCPS HUMUS(MULTI-TRUNK,EUROPEAN FAN PALM o-r as MULTI As. M N SPECIMEN NN Us7 WARRANT ALL PLANT MATERIAL FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL ACCEPTANCE EXCAVATE PITS OR TRENCH TWO(21 TIMES DIAMETER OF BALLS OR CONTAINERS,AND 3"DEEPER THAN Suite 101 HEACN 5 C00015CCFERA'GREENMALAVAFF COCONUT PALM 8-16 Fr. GIG. A.S. v x .HEIGHTS AGAINST DEATH AND UNHEALTHY CONDITION,EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, REQUIRED FOR POSITIONING AT PROPER HEIGHT.COMPACTA LAYER OF BACKFILL MIXTURE IN BOTTOM Jupiter,Florida 33458 NOOTED ON A.M. DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND CONTRACTOR'S CONTROL REPLACEMENTS BEFORE PLACING PLANTS.CONTAINER GROWN MATERIALS SHALL BE PLANTED WTH 48 HOURS AFTER 5b1-51S-9557 KAhss BOTTLE PALM • 0'w SHALL BE MADE WITH COMPATIBLE SIZE AND QUALITY OF MATERIAL AT A TIME REQUESTED OR DELIVERY TO SITE.PLACE PLANT IN PIT AND BACKFILL AROUND PLANTS/14TH BACKFILL MIXTURE, 5b1-515-52E0 FAX PTA 5 PIYCHOSPERMAELEGA PALM a G.. DOUBLE A.B. M N FULL,OODBLE TRUNK DOUBLE MATCHED HEIGHTS SCAR ACCEPTABLE BY THE OWNER OR LANDSCAPE ARCHITECT.PLANT MATERIAL REJECTED DURING THE COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS.WATER THOROUGHLY AS LAYERS ARE PLACED. ECCl2G140com FREE COURSE OF CONSTRUCTION SHALL BE REMOVED WITHIN FIVE(5)WORKING DAYS AND REPLACED BEFORE FORM A 3"HIGH BERM OF SOIL BEYOND THE EDGES OF EXCAVATION.APPLY FERTILIZER AS SPECIFIED SP 37 @ABU PALMETTO @MEAL PALM 14.10 G.W. A.S. V rHISS IN THE FINAL INSPECTION FOR COMPLETION WILL BE SCHEDULED.WARRANTY ON REPLACEMENT PLANTS AND THEN MULCH WITH THE TYPE AND THICKNESS SPECIFIED ON PLANT LIST. CUM.SUCKTRUNCK SHALL BE 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE REPLACEMENTS.ANY DAMAGE TOLANDSCAPE,SODDED OR SEEDED AREAS DURING REPLACEMENT OF PLANT MATERIAL SHALL BE 3.4: PLANTING GROUNDCOVERS: ACCENTS CORRECTED BY THE LANDSCAPE CONTRACTOR. KEY O HEIGHT SPREADSPACING O.T.NATIVE REMARKS LOOSEN SUBGRADE TO DEPTH OF 4"IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED,AND SPREAD AIX s ALCANMAREAODgUTA 61 9LV�ERMBROMEI.IAD BONN OA A.S. wuNP100EN 1.7: MAINTENANCE SERVICE:1 COR 9 CORI:KLINE FRUTICOS7AUNNE LOU AUNTIE LOU TI PLANT T o.a. 03 A.S. L N FULL TO EASE 3 BACKFILL MIXTURE. &Rat s CHINUM 0CACN1UM QUEEN EMMA WEEN EMMACRINVM 30" Sv A.S. M x FULL.I P.P.P. P.P.P. MAINTENANCE AND GENERAL CLEAN UP SHALL BE PERFORMED DAILY.MAINTENANCE SHALL INCLUDE BUT SPACE PLANTS AS OTHERWISE INDICATED.DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF NOT BE LIMITED TO WATERING,WEEDING,CULTIVATING,RESTORATION OF GRADE,REMOVAL OF LITTER, ROOTS.COMPACT BACKFILL TO ELIMINATE VOIDS,AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. SHRUBS MOWING,PRUNING,RESETTING SETTLED PLANTS,REMOVING,REPAIRING OR REPLACING STAKES AND WATER THOROUGHLY.APPLY FERTILIZER AS SPECIFIED AND THEN MULCH WITH THE TYPE AND KEY OM BOTANICAL NAME COMMON NAME HEIGHT SPREAD GAL. SPAS. D.T. GUYS,PROTECTION FROM INSECTS AND DISEASES,FERTILIZATION AND SIMILAR OPERATIONS AS NEEDED THICKNESS SPECIFIED ON PLANT LIST,LIFTING PLANT FOLIAGE ABOVE MULCH.MULCH SHALL BE SPREAD CCY 428 ANCswCCOPROTP TO ENSURE NORMAL GROWTH AND HEALTHY PLANT MATERIAL MAINTENANCE SHALL BEGIN AFTER EACH BEFORE PLANTING PLANTS IN POTS LESS THAN 1 GALLON SIZE(4",LINERS,ETC.). CHR 472 CHR7113.I C. E _ PLANT IS PLANTED AND SHALL CONTINUE FOR NINETY(90)DAYS FROM THE DATE OF FINAL ACCEPTANCE. ,EE ` TA'ZANZIBAR' MINIATURE AN R TO TO _ Specifications- Lawns and Grasses OIETES VEGETA RICAN RIs�� L TO rO BASE 1.8: QUANTITIES,LOCATION AND SUBSTITUTIONS:ILV 341 ILEX VOMIT°.'STOKES P RAP 2.3 RAP..PUNOTATA DWARF RF LTO EKE TO BASE THE QUANTITIES OF PLANT MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT SER 108 Mr PAC/AETTo QUANTITIES ON THE PLANT LIST.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE 2.1: PRODUCTS: TR3 250 sDRECIL050 ENs IOMDC CONFEDERATE JASMINE NUMBER AND LOCATIONS OF THE DESIGNATED TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR NURSERY GROWN SOD FOR TFL 1x TIPSACACUM FGFLOMCANA FLOPoOA GAMMA GRASS Al 17 uW 75 0.C. V r FULL DENSE CLUMP THE LOCATIONS SHOWN.THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE THICKNESS OF CUT,PAD SIZE,STRENGTH OF SECTIONS,MOISTURE CONTENT AND THATCH.SOD SHALL BE PLANT MATERIAL.NO SUBSTITUTION OF PLANT MATERIAL TYPES,SPECIFICATIONS OR SIZES WILL BE GUARANTEED TO BE UNIFORM IN COLOR,LEAF TEXTURE,AND SHOOT DENSITY AND FREE OF WEEDS, 1 EV OM BOTANICAL PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT.THE OWNER AND/OR DISEASE,FUNGUS,INSECTS OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN GROWTH. �1.V1 sOTA�AL NAME COMMON NAME SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. `v CNN 1 ICACo HomZONTALCOCOROM 18 14 R3 zoc v v FULL 8THICK TO BASE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT MATERIAL THAT DOES NOT,IN THE �v m 'HORIZONTAL' OPINION OF THE OWNER AND/OR LANDSCAPE ARCHITECT,MEET THE SPECIFICATIONS HEREIN. 2.3: FERTILIZER: .�..� •SOD STAUCUSnNE 2.1:PLANT MATERIAL: FERTILIZE TURF AREAS WITH TYPE 1 FERTILIZER,COMPLYING LITH THE STATE FERTILIZER LAWS.THE (n •,MULCH TO BE APPLIED TO ALL RANTING BEDS,2-THICK MIN.,SHREDDED MELALUECA OR FLORI-MULCH. POINT AT WHICH SMECIFED •APPLY 6'FLUFFED,2-3'THICK AFTER COMPACTION. - 2_2: FERTILIZER SHALL BE CHEMICALLY DESIGNATED WITH 12-8-8.PROVIDE AT LEAST 50%OF THE Cis)•ALL PIANTINGAREAS SHALL RECEIVE;00%COVERAGE FROM A FULLY AUTOMATIC ISEICAI,ON TREE SPREAD IS MEASURED PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS SHOWN ON PLANS OR LISTED ON PLANT LIST.ALL V/ THIN BRANCHES BY IM TOTAL MASS 2=3 TREES,PALMS,SHRUBS,GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE OR AN EQUIVALENT SOURCE PROVIDING A MINIMUM RETAIN NATURAL FORT.NO PRUNINGOF TWO UNITS OF SULFUR.THE AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED ON Details SHALL FLORIDA NO.1 OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY DONE PRIOR TO THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. I I INSTALLATION ION AND SHALL BE PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE,PART I AND II.PLANT MATERIAL SHALL ALSO POINT AT WHICH OA.HEIGHT 18 • � SECURE BATTENS W/1-3/4"HIGH CARBON APPROVED BY LANDSCAPE CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN,INC.(ANSI)BULLETIN Z 60.1-1990 AND AS 3_1: LAWN PREPARATION: MEASURED • ".„til STEEL BANDS TO HOLD BATTENS'NO' PLACE ARCHITECT - POINT AT KNISH SPECIFIED OVERALL REVISED. //11� )i 1► DURIHYs PLANTpNG PROJECT.DO NOT NAIL M&TALL TREE FROG TREE STAKI TREE HEIGHT IS MEASURED LOOSEN SUBGRADE TO DEPTH OF 4"AND GRADE WITH TOPSOIL PROVIDED ON SITE OR IMPORTED TO CL/ ' 1L .\ - BATTENS TO PALM.HEIGHT OF BATTENS TOTI/ CABBAGE PALMS TO BE ,:„•/ W SHALL BE LOCATED IN RELATION TO THE PRODUCT AS SROG T. I.'"'BY THE SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL CONFORM TO THE LITERATURE FINISH DESIGN ELEVATIONS.ROLL PREPARED LAWN SURFACE.WATER THOROUGHLY,BUT DO NOT CLICK I HURRICANE CUT - -, HEIGHT OF THE PALM FOR ADEQUATE P'IFG.OR APPROVED EQUAL.3/4" 1 WEBBING TO BE REMOVED AT END CF STANDARDS LISTED ABOVE. CREATE MUDDY SOIL CONDITION. , iY�lI11' ., BRACING STEEL BANDS SHALL NOT TOUCH POLYPROPYLENE WEBBING.LOOP ,yr WARRANTY PERIOD BY LANDSCAPE TIE FRONDS WI/BURLAP OR ,1-r'./- TRU3K.OF TREE. WEBBING THRJ CROTCH CF LOWER ' CONTRACTOR BRACING MAY BE 2.4:TOP SOIL: SIMILAR BIODEGRADABLE :1'y(L 1 FRANCES AND EMEND U" �"L,'• , �� MODIFIED FOR URBAN CONDITIONS FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS.PER 1000 S.F.SPREAD FERTILIZER OVER THE MATERIAL TO PROTECT BUD !hS'•I• r BEYOND TRUNK-FASTEN BUCKLE �rL ' ; ALTERNATIVE BRACING SYSTEM TO BE TOPSOIL SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE CHARACTERISTICS OF AREA SOILS.IT AREA TO RECEIVE GRASS BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE `� �I;/UI1, j AND SLIDE TOWARDS ANCHOR TO O ;"o•- APPROVED BY LANDSCAPE APPROPRIATE QUANTITY.DO NOT FERTILIZE WHEN WIND VELOCITY EXCEEDS 15 M.P.H.THOROUGHLY MIX R1�� TENSION ARCHITECT.TREES OVER 35"CALIPER SHOULD BE FREE OF HEAVY CLAY,SILT,STONE,EXCESS LIME,SHELL ROCK,PLANT ROOTS,WEEDS, v '1 STEEL BAND 4, =Pe° TO USE PALM BTACINGDETAIL.BRACING DEBRIS OR OTHER FOREIGN MATTER.IT SHALL NOT CONTAIN NOXIOUS PLANT GROWTH(SUCH AS FERTILIZER INTO THE TOP 7'OF TOPSOIL 11•IS/� 6 l2"X4"X16") TREE CALIPER SIZE SHALL BE 11t C 'I • p°° MUST BE VIe10LE.SAFE FOR BERMUDA,TORPEDO OR NUT GRASS).IT SHALL TEST BETWEEN THEN RANGE OF 5.0 TO 7.0 UNLESS PONT AT WHICH C.T,OR B,T. • pI /ll P//'l. LL100DBATTENB MEASURED AT b"ABOVE GRADE UP - PEDE9rRAvs 3.2: SODDING: HEIClNT6 ARE MEABUIRED ' •19 '= �• 5 LAYERS CF BURLAP OR TO I INCL,4"CAL.AND 5"ABOVE , �!\, r� 4 OTHERWISE SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PLANT- I' Vp SIMILAR BIODEGRADABLE GRADE FOR LAR,'PER CALIPER TREES -- `� V� PROVIDE 4 INEBBNG BrRAPO SPACED SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO PONT AT WHICH CIE OR GAL a.. GROWTH.IF TOPSOIL IS NOT AVAILABLE ON SITE,IT SHALL BE IMPORTED FROM LOCAL SOURCES WITH AT 90•APART. HEIGHTS ARE MEASURED -. MATERIAL a o°a r1� SAFETY FLAGS(TOP/ SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE.OBTAIN TOPSOIL ONLY FROM LAYING. ALL BRACING TO BE REMOVED AT END OF FOLD BACK TOP 1/2 CP BURLAP /, NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH NOT LESS THAN 4". NO SCRAPED OR SCARRED TRAK4 �3I, REMOVE ALL SYNTHETIC BURLAP ,' .111.�, V ROOT BALL SLIGHTLY ABOVE FINISH LAY SOD STRIPS WITH TIGHT JOINTS,DO NOT OVERLAP.STAGGER STRIPS TO OFFSET JOINTS IN 1 WARRM'TY PERIOD BY LANDSCAPE � GRADE.104 MAXIMUM,DO NOT PILE MINIMUM a r1 X U,WOOD BRACES /U,1\ CONTRACTOR-BRACING MAY BE MOONED OCT WIRE BASKETS BELOW TOP / / N� \ \ SOIL CN TOP CP ROOTBALL. 2_5:INORGANIC SOIL AMENDMENTS: ADJACENT COURSES.WORK SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND IINkibb-444 NAIL INTO BATTENS woo NAILS !/f3� FOR URBAN CONDITIONS.ALTERNATIVE HALF CF ROOT BALL K.. REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS.SOD ON SLOPES GREATER THAN 3:1 SHALL BE &PACED AT A MINIMI OP S0• /V. BRACING SYSTEM TO BE APPROVED BY / \ 3"EARTH RING FOR WATER / , FERTILIZE AS PER WRITTEN / '' COLLECTION WrH GENTLY SAND SHALL BE CLEAN,SALT-FREE AND CONTAINING NO EXTRANEOUS MATTER. STAKED IN PLACE.ROLL OR TAMP LIGHTLY AND WATER THOROUGHLY WITH A FINE SPRAY IMMEDIATELY \ LANDSCAPE ARCHITECT SPECS. ( i� •\ SAFETY FLAGS(TYP) %t IIf".T.W L ,R t VII` ��..,3"&LOPING SIDES AFTER PLANTING. ( 1 !- ROOT BALL SLIGHTLY ABOVE _..I1����� FJI- MYCORRHIZAL AMENDMENT SHALL BE DIEHARDT'"TRANSPLANT AS MANUFACTURED BY FOLD BACK TOP IR CF BURLAP / ' \ FINISH GRADE.10A MAXIMUM, FINISH GRADE p'^ - I �_llg1,= HORTICULTURAL ALLIANCE OR EQUAL TO WITH THE FOLLOWING INGREDIENTS: Landscape Certificatoin REMOVE ALL SYNTHETIC BURLAP / DO NOT PILE SOIL ON TOP p1 yl!„ T, I- �IIIPP CUT WIRE BASKETS BELOW TOP - OF ROOTBALL ANCHOR(TYP) �.C�JL � HALF OF ROOT BALL 6 .I 111, EXISTING SUBGRAOE " ',- •, - ENDOMYCORRHIZAL FUNGI HORTA-SORE WATER MANAGEMENT GEL LANDSCAPE CERTIFICATION:THE LANDSCAPE ARCHITECT SHALL PROVIDE FINAL CERTIFICATION TO THE Alall k p 1 / - �I1� �1p ..1Lej, WHEN ISH STRAPS ARE LOCATED IN OWNER AND MUNICIPALITY THAT PLANTS ARE INSTALLED PER THE DESIGN PLAN,DETAILS AND o !L= ._Li='_=NIP=_ 11. 11 L-II ,1-'11 11- SOD,PLACE AN 8'x1"we PIPE ECTOMCIAL BACTERIA FUNGI TRICHODERMA Z.4-1 1'_ L� BgGKF1LL MIXTURE I-IL JIP]L=JI.=JL-_r AT FINISHED GRADE SPECIFICATIONS.ANY CHANGES TO THE PLAN WILL NEED TO HAVE THE LANDSCAPE ARCHITECT FNI&4 GRADE =_dril '�`p �I I,.I e j8 BENEFICIAL BACTERIA YUCCA PLANT EXTRACTS APPROVAL PRIOR TO INSTALLATION.CONFORMITY TO FLORIDA GRADE#1 IN THE ROOT BALL REQUIRES EXISTING SUEGRADE �.y, -:~ ,�, • 3"EARTH RING FOR WATER Il91L� MULCH TYPE AND THICKNESS N HUNK ACID VITAMIN B COMPLEX COLLECTION WITH GENTLY THE LANDSCAPE ARCHITECT TO INSPECT TREES PRIOR TO INSTALLATION AT THE SITE.IT IS THE 2 x 4 ANCHOR STAKE B�11= _ IIr�,-IL=11 1-itch SLOPING SIDES SPECIFICATION.DO NOT PLACE SOLUBLE SEA KELP RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTORAANOSCAPE CONTRACTOR FOR ORGANIZING BRACE 34TO VIRGIN SOIL. j[P_ �,�.�1,2,�[ I I PLANT PIT TO BE 2S TIRES THE MULCH AGAINST TRJ4K CF TREE AMINO ACIDS INSPECTIONS OF PLANT MATERIAL PRIOR TO INSTALLATION. Designed: TOE NAIL INTO ANCHOR ,111?B�- Desi ne: REP G Ivi Ill= I�II.�I DIAMETER OF THE PLANT BALL FERTILIZE AS PER 8JS MULCH TYPE AND THICKNESS IN Drawn: BCD -1-I -II. SPECIFICATION.DO NOT PLACE Tree Planting Detail N.T.S. 2_6:ORGANIC SOIL AMENDMENTS: Approved: O WRITTEN SPECS, A YOVe GGG/EOM/NTH P MULCH AGAINST TRUNK 6 TREE BACKFILL MIXTURE PLANT PIT TO BE 25 TIMES THEGeneral Notes: Date: °-P/29/19 m Tree Planting1"To 3.5"Cal. PEAT HUMUS SHALL BE DECOMPOSED PEAT WITH NO IDENTIFIABLE FIBERS OR IF AVAILABLE,MUCK MAY BE DIAMETER OF THE PLANT BALL IOb CO. 18-0802 O SUBSTITUTED AND SHALL BE FREE FROM STONES,EXCESSIVE PLANT ROOTS,DEBRIS OR OTHER FOREIGN SOD TO BE ST.AUGUSTINE UNLESS OTHERWISE NOTED ON PLANS Revisions: 04124/19 Palm Planting Detail N.T.S. 4'OR LE99L-le OR LEDs 4' v4RE5, 4' MATTER.MUCK SHALL NOT BE OVERLY SATURATED WITH WATER. Q 2.7:FERTILIZATION: ALL PLANTING AREAS SHALL RECEIVE 100%COVERAGE FROM A FULLY AUTOMATIC IRRIGATION SYSTEM 06/26/19 a Tree Planting Over 3.5"Cal. EQUIPPED WITH A RAIN SENSOR. 08/02/19 W • - BIOBARRIER AT ROADWAY,CURB,SIDEWALK 08/26/19 ,,J EDGE,PPE AND TREE PIT PROVIDE FERTILIZER UNIFORM IN COMPOSITION,DRY,AND IN A FREE FLOWING CONDITION FOR (Q ISP I-11� a:•'sYti ��'�u -$ Illir APPLICATION BY SUITABLE EQUIPMENT,AND DELIVER IN UNOPENED BAGS OR CONTAINERS,EACH FULLY ALL CONSTRUCTION DEBRIS&HARDPAN TO BE REMOVED FROM PLANTING BEDS TOA DEPTH OF 3U' ROADWAY/ II I-II�1 ® il III ALL UTILITY PIPES WILL BE PROTECTED WITH LABELED. SIDEWALK •� 11 IMF - L 1 R THE MUNICIPALITY. MINICI�PIALITY.PER THE REQUIREMENTS OF UTILITE$: BIOBARRER OR �_� = - -,O,- - .:�: FERTILIZE TREES,SHRUBS AND GROUND COVERS WITH"MILORGANITE"OR AN APPROVED COMPLETE -' APPROVED EQUAL ?J-II =1 uTILnY a ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE LANDSCAPE :•v.� FERTILIZER.APPLY"MILORGANITE"IN A CIRCLE AROUND THE PLANT BEFORE MULCHING.DO NOT TOUCH CONTRACTOR PRIOR TO COMMENCING WORK IN THE PROJECT AREA.IF UTILITY PLANS ARE AVAILABLE, Q SOIL BACKFILL - PIPs rrrP, _ ROOT BARRIER WILL NEVER BE USED FOR THE PLANT WITH THE FERTILIZER.WATER IN FERTILIZER AFTER MULCHING.APPLY MILORGANITE" Seal TREE PIT CRP.) RaoTIN+LI a'Asa MORE THAN 30%OF THE EXPANDED THE CONTRACTOR SHALL EXAMINE THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE 1,x...,, FERTILIZER AT THE FOLLOWING RATE: CIRCUMFERENCE OF THE ROOT BALL.ROOT OWNER AND/OR LANDSCAPE ARCHITECT.WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, f'ov',°NSB+A%: BARRIER WILL NOT BE USED BETWEEN THE 5.00 LBS.OR 14.5 CUPS/PALMS K 4 .- m NOTE:CONTRACTOR SHALL FOLLOW PEGS.DETAILED UTILITY LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY COMPANIES.THE ,7 INSTRUCTIONS FOR ACTUAL INSTALLATION PROCEDURES. -• .: TREE PIT AND THE STRUCTURAL 901E 3.00 LBS.OR 8.70 CUPS/12-18'MATERIAL CONTRACTOR HAS THE OPTION TO CONTACT 81170 SCHEDULE LOCATION OF THE UTILITIES WHICH �g: 2.00 LBS.OR 5.80 CUPS/8-12-MATERIAL 17A• v 0.69 LBS OR 2.00 CUPS/6-8'MATERIAL SUBSCRIBE TO THEIR SERVICE. --'U AIA ' Tree Root Barrier Section N.T.S. Tree Root Barrier Plan N.T.S. 0.19 LBS OR IY2 CUP/3 GAL MATERIAL W1 0.10 LBS.OR 1/4 CUP/1 GAL MATERIAL PONT AT WHICH MEASURED DT Digitally signed by EQUIDISTANT B IC31 ON OF HEADS,MIN. \/�I s*AAEEELO HE SHRUB SPREAD IS 8'-10'BEPERATION ON ALL PLANES \\/ i, 2_8:MULCHES: (D -• l M.Troy Holloway Z .•e°d CONTINUOUS MULCH BED Oil; .. yyggt MULCH TO BE APPLIED TO ALL PLANTING BEDS,3"THICK MIN. Date:2019.10.14 POINT AT IIHITHHEIGHTSPECIFIED MEASURED 3° +yS98.- //�. -ILa+oIUT.R11 PINE STRAW MULCH SHALL BE APPLIED ONLY TO THOSE AREAS AS INDICATED ON THE PLAN.APPLY 6'FLUFFED, Q SHRUB HEIGHT IS MEASURED 'N 'A A MULCH TYPE AND THICKNESS TRUNKS TO CURVE OR LEAN OUT �.�'t i M. 10:55:04-04'00' A ° IN SPECIFICATION,DO NOT AWAY FROM CLUSTER TO ALLOW SW -.7':'4A11/ ' t 7 P I 2-3"THICK AFTER COMPACTION. O REMOVE PAPER PLASTIC,OR METAL 1,• PLACE MULCH AGAINST ACCESS TO HEAD AL41MM: *VI ` CONTAINER THAT MAY BE AROUND r TRMtlC DIRECTION CF CURVED TRUNK N4. /�� \\ \ T ja LO 0000121 ROOT.E BALLED I BURLAPPED, �;.4 • - I \�G. REMOVE ONLY TOP I(1 CF BURLAP •`� - -,A 3"EARTH RING FOR WATER STRAIGHT TRUNKS TVP.TALLEST `• Sheet Title: QZ �� COLLECTION AND IN CENTER CF CLUSTER `V W60 i • "11111r STRAIGHT TRUNKPALMS �•- V /�.1 v Landscape m t/ �// \R/ oresii � M FNId4 GRADE CAN BE SLIGHTLY TILTED 7 U 0,i O '•v1R NnT l l.:4"I Immo L+�3' LLHEN PLANTED I //� L I� Uma ! 1Ih 1. ay4t V Al. Plan cIPlcatfon IY T0, * - b �. EXISTING REGRADE ROOT BALLS TO BE r.Vg�,' y,' 7�/O .II -1`LI d 'P' IL 3.r oc. mop �Aa %f' SOI-IU0 I - _ t (` ~r p> -JI le it r t Ji-v-!aL FERTILIZE AS PER WRITTEN SPECS. ` `p>S ,• • Q W GRONDCOVER KEEP .I Id.IL I1;.jj. JL a �- MATERILL AL MICOXTUREs la HBNE WITHPARENT ilti 104' ' Ii ,`�4� Scale:N.T.S. m MULCH AWAY FROM PLANTSI� P W ,,I.•iii 4"BACKFILL MIXTURE BACKFILL MIXTURE CF 1/3 SAND, CURVED TRUNK PALM • r et No. W I/3 TOPSOIL.1/3 PEAT HUMS. HEADS PERPENDICULAR TO O ✓ IP -S PLANT PIT TO BE 1 TIMES THE THE GROUND,USE A VARIETY W Sj^- DIAMETER OF THE PLANT BALL CF CURVED TRTKB NE.AREA Vie, Know what's below. L F_4 OF CURVE AND DEGREE) mol Shrub &Ground Cover Planting Detail N.T.S. _Typical Cabbage Palm Layout N.T.S. &111 before you dig. rax 15_0000 WAY s 2647I 7H4 26.0. 2@4 r r .4I, i , , ,© - ❑ -- ❑ --- El Ill --- CI - ❑ - - ❑i MARK DE6cxr164 DATE "Al•��� ill 13❑p iim��� LYING Roo ii I lA '••'��i p q 1CI A - —DINING ROOM •,,C;*r,,,� — N ' I — II DINING ROOM ' .�,1; • II. — D. Q ODD - - ❑ 17 17 ❑ 17 17 - 17 170 0 IIS AA - `mi Yml - mi �I o a U).1_ - LII' 1■III:iP1 0�n u��11■1111:ja ■■1'il� l� µ� u n1■11 LII] 1■1'I: er �+ {'B" a 1•uII ■■MAIL' to r:1P11 .�lir V V �_i lo:., �•V �, r ��gyp., A.. i ..1JTH-1 TH-2 \ TH-2 TH-1 \ .I 3 0 `; ,tA_ i< 4 GARAQ § O GARAGE S2AEAGE 0 0 � R R r' Q 199 194 194 18'9 - 4 e.. O 0 g HEp� r — — i _.0 _.0 ,_,,,, k•.1, , P- r 0 0 H PORL'� L'?c c 1 1 ,T?..-,:9.- 1_ L o -5O n. I ,, O FIRST FLOOR FLAN `AN 1/8"=r-0" II I 01 784 I 784 I7 444" I( I{ 7.8 I I , kconslruction 35a1.mvmm u...,wa 103 9549065254 MN a6• 06 ❑ mi r _ = E. ci, ,,, 0 0 LI 0 4-+ g I u e _1. _ _1..r 111 i :'3L. w w � EZI, :7:7-.10:� :i3L: w w � ii -� ;MI: � 52 }UILLWAY ._ ` Cr 1 t "=w]Iil i1111111■1111ui11111■1111111 117. G 0 11111111111111■ ■11111111111111 l iirig _ si" TH-1 AREA CALCULATIONS Far �11111� 11i 11� 111111Hinc —� 111111 ��11 III IIIIq Torn A/Coon A/GROUND FLOOR c 19nSQ.FT14 4i. CU H (25 ❑ D ❑ ❑ GARAGE 449 SQ.FT '-'' i ...:,....., PORCH 44:SQ.FT. [—•I - - :.5;1•.6.,.t .t I BALCONIES 4734 FT. �� ct � �•,:1G6„ ! I•,T,,'i d.., T a I�� I{INn�II TOTAL SQ.FT. 2,517 SSQ.FT. JI TH-2 AREA CALCULATIONS JOp HUMMER 150I3 1 PI 11111 - , GROUND FLOOR A/C 696.SQ.FT. eW[ 4❑ III El 0 qA I SECOND FLOOR A/C 1,172 SQ.FT. ISSUE �AS D ----- THIRD FLOOR A/C 301 SQ.FT. .10.19 S[f TOTAL A/C ' 2,169 FT. ROWDATE GARAGE 445,SO.FT. PORCH 78-S4 FT. ORAXR791 BALCONIES' - 41 SQ.FT 1 G1EC7<EDBY KW SECOND FLOOR FLAN TOTAL SQ,FT. 2,733 SQ.FT o ARCHfEcru� 2 / MRTME V8'=r.D• 4-UNIT BUILDING ; 7.,—. A2.01 I f WV' 26'a I 79-0' 70-0I 7X4 1I 3 r -1 r r 1 r i 1 ,© ❑-- - 0 -- -❑ ❑ - II I ❑ ❑ II MARK DESLRIRION DATE LMNG ROOM i1 1i ❑ ❑ LIVING ROOM :x.61; I LIVING ROOM �. :�A •1, ❑ ❑ II. — — ill ,_, IIS — ill _ ❑ IIS _ 11� — SII a II! _ 11 — SII a 1 0 . I. :4A„ DINING ROOM o. :a...„ 11. :a..;,, ,,,_,0...it--4.....?..,..., In On — On ❑ ❑ II - - 000 000 — T� Incl o �, iR ea ffi � 1 I� a 2:;. i L ‘I'll �fli.7- I � L -iri ef 0 Flo olU 0 filo- : �n Es21�F / TH-1 V V TH-2 \ / TH-2 VV TH= =��C / TH-1 7 « i< �r v0 pg GARAGE 9ABA4E 6 1 § SWAGE 1 GARAGE 4 GARAGE 1 J., '" �.e _—. ma —ppp(( I Iea Tea POSH Tea ,4..1',R...9s ico • wry- 4RE r ,ORCHY'^ I1 f11 f r_o D-i f-'1 t 0 ~ n�- �P Y n I 1 n n 1 0 ti: L J n J L J = G i--1d O FIRST FLOOR PLAN �Iv v8"=,1-0 a a 1314' i7 g o aXa aXa 7X p �a as 0 . a I I I I I�;CDRBtRiCIioR I4iRMH.61t. r-i 'rte n: 05..WPMD .UMTp3 Springs,Coral Sprf, •FL DM y 054-9065254y621 ❑ inii - a1L ❑ ❑ .. a 6_ 0 - -a '.= MAEGINIEDffintd fEme......di, e „ 10 ::I. :7T7• :.:I. lam'' �I1,, T 'v:I. -w J • tiL,„,,,a„11) 71 : ::I. I L • ... • �J1 irtire 1,, ri , -1M CO cZ • ! w w 1 _ _:1. CD CU 0 .:,.'- 11 w w • ^�1 I w w 1 ' ( 111 1. I` �Mil o I �7 c ^, w = " o C '- L- ' e 0 HALLWAY TH-1 AREA CALCULATIONS V/ cr F- iumn■nn �uu■l■■u� 11umnnu�■ �nuI.■""' IIIIIIIIIIIIIIw �11111II■1111 1111■IIIIIIII iIIIIfhiIIIu1� 11111■ 11111� GROUND FLOOR AR 763 SQ.FT. Ira - �' I I J '� q , p _ Al" pillg _ 9 � SECOND FLOOR A/C1,213.SQ.FT �� �II TOTALA/C 1,977 SQ.FT. Qs111 0 GARAGE 449'SQ.FT 84 41 Lrl ❑ ❑ , ❑ PORCH 44SQ.FT. II�. BEDVOM I'll Ijj� IM�1 El �� :7EdL�.6„ I 1:, ,;•.•,,, / UUI ILU �RooM BALCONIES 47 SQ.FT. I , , •'� ❑ TOTAL 54,FT. 2,517 SQ.FT. ,:��,:..6„ < IL.l.:L.;.1.1<1 ❑::.6fi66,. , . ..;‘,01n.<1 1c1oi::46„ ' �-y �� il�� _ ' ��.,., I1� ' IIL Je' OOR A/C CALCULATIONS ' 141 li __ _ � - 1 ❑ GROUND FLOOR A/C 172 S4 FT, 1�23 1 _ _ L SECOND FLOOR A/C 1,172 SQ.FT. �'� A9 NOTED 1 LTHIRD FLOOR A/C 301 SQ.FT. MOUE DATE 10.10.19 VILE LI; , ,. IIJII TOTAL A/C 2,169:SQ,FT. FERO DATE ED DATE O GARAGE 445,5Q.FT. ci PORCH 78 SQ,FT. 1 DRAM EY BALCONIES 41'.SQ.FT. pIECDEY RW SECOND FLOOR PLAN TOTAL SQ.FT. 2,733 SQ.FT. 7i mcruiE ARCHREGNRi E 5 ® i "8=Y� 5-UNIT BUILDING 1 rr. A2.01 II f 23'4 I 22,22 l 25.47 I 2547 I 25-7 I 25-0" f r r r , , , a� i❑ - - ❑ 0 ❑ 0 — B ❑i a1 11 ❑ ❑ 11 1i, MARX oesc irnow DATE e•,•'�• 11 11 ❑ ❑ IIS LMNG ROOM ..c`h.'iII H' 1:51 IIS LMNG ROOM L/.c...6iII I r 'H H' T LIVING ROOM Q 0 _ El = , n IIS — — SII a , II■ f - ■II ���� . Q IN — D. a —DINING ROOM .. . :h•. —DINING ROOM .. . :I... DINING ROOM .. .a rt�.e„— CPO — 1=11711=I U ❑ ❑ B — — ODD BBB — — ODD — p ill – – rri t 5. .1=ti _,– Lill A A Elll 1:13--1'iii4 ---g711] 0– 't' 161 AIM Dn''-,FIT—= . _.,V I'lj `\, \, 1,71-H-2 , A,1pTH-1 TH 2 TH 2 TH 21 TH-1 o''''...4:1:: ""`'��r, p p v R GARAGE GABAGE 4 GARAGE GABAGE Z Z GABAGE GABAGE R - cit 1 s 794 194 ppp(( (((�I.� 194 1114 p yl 1114 1114 -Y + ' •PSC - r� ,. N i b". a'H E 19 p., r 1_t LD i . i FA FA J L O ti x O FIRST FLOOR PLAN i V8"=P•0 C NN H H!. 254 a94 aB-o. �4 �4 {" f t t 1 41 g l!' •�� r���� i iIDOHGiNpI0t1 3561 NW 8.U,eme,Unt 103 F.....m.��— Co,al Springs,FL MO y ❑ lag& - LF. , MN MIN ARES MIN _ 9549065256 11yi j 0 0 Il —mr.memarameacad — m a I la a z a a c c m I , re,..... I mesiamaxim E CL) ct ❑ I14... ■I ❑ ❑rim am ■ w w■1 ❑ ❑ 11 ❑ . Tla 1. L 712 L. 91 I. �� 1...I1P: =_i. .yl I:1 1 31illh L, �Lii. r al w w , I -i- :I. I w . it [�� I w w _ 'iA!. J C II ■ w , HALLWAY ._ .- a .__ .- ._ ,_ HALLWAY HALLWAY . € =71 1. ii, 41111111111111■ ■11111111111111 11111111111111 ■11111111111111 11111111u1111■ ■1111■I1111111 1101L TH-1AREACALCULATIONS CD Q X1111111111111 1111111111111 11111111111111 11111111111111111111 .1111111�1111 1111�11111111 GROUND FLOOR A/c 764 SQ.FT. ~ '� P_. �' ' . RI i1� mini '� IN SECOND FLOOR A/C1,213 S4 FT. r� W.1 .1 : AIN .l _ u - TOTAL A/C 1,977 SQ.FT. A 1 1� Qs ❑ ❑ GARAGE 449 SQ.FT, 14 4i W — 1 PORCH '. 44".54 FT. '' aEpRODM#2 .11 BEDROOM/,❑ I IIS o) l ii 1. '.=.6L.d,,, f II �:...,:H.•:,, 1 BALCONIES 47 SQ.FT. tl TOTAL SQ.FT. 2,517 SQ.FT. L -- T&2A/C/AREA CALCULATIONS 6%i4 FT. ,p■ 111 I al �� I I Ell I�� GROUND FLOOR mom` L W-I �'' ❑ I' —____ SECOND FLOOR A/C 1,172'54 FT. gOyg AS NOTED 1 L. THIRD FLOOR A/C 301.SQ.FT. ME DAR 70.10.19 g IL_M- Ii1. I I A ■J, TOTAL A/C 2,169 SQ.FT, /9tMIiDATE GARAGE 445 SQ.FT. ■V DATE POCH 7 BALCONIES 41 S4 FT. ®a TOTAL S4 FT. 2,733 SQ.FT. 1 B� O SECOND FLOOR PLAN r0-UNIT BUILDING � '',', ®A 2.01 III o" VW=1'- \© -r n rr ATARI. DESCRIPTION DATE 0 I I I I A 1 I 0 II I______I I_ J • A _L I , 0 0I L-I— O A 1p vO p ,`..moi ,413' It i4 Q f ,r 4'...e., e o g ti E \ ____ 11 ____ ' .r ____Ii ii Ii ii____ .7.2,°, II Ij I, ,I N G li '1 ' I J1 II ' ' I LL L O THIRD FLOOR PLAN ' R., / _::' a 1 aeu i' z t 1€ .1a,11pNAa,bx. nal Rwssu,Dirt,unit ion Cc.Spring.FL 99055 y 954-9.5254 116y� -r ', rr. II I 1 - g, r-� ' yIl 4) _) o 62 _d, ,:2__ P4 CU tii 111 NOVKALE AS NOTED II , Ii II II , este DAre 1O.1O.19 TWAT DATE DD DATE 1 DRAWN DY CHEMED DY VW ROOF PLAN � Dem ARCHITECTUREruvi TYRE 2 VW. -0' 4-UNIT BUILDING 1 A2.02 1 ORANGE MODEL BLUE MODEL BLUE MODEL BLUE MODEL BLUE MODEL ail i© TT l r Tr MARK DESCRIPTOR DATE I// _— _ \ I // J � 1_ 0 -,1 r_. QatI — \� — I D PI 0 _L._j, . , vo 9 ..p.. d�iy U 1Q d \ :I I: ft....9-, qt. ,. :, . y I -, I I �� :1 4 ,. G..,_-. N o w g4 O THIRD FLOOR PLAN tI& oa ",c ,,I H fir FlOrk`consIn 3503 maim Orae,use 303 Coral Sprigs,FL 33065 y !.9065.1 p31FL TT T r Tr . . . lr as , +., ,, _r_,,. c,„ ft, , . . , . . 3, 3., .o. . Ti.1 CI) Hca , Hai 15025 , '' . �,, i , SCALE A9 NOTED g �' �/ issue Dore 10.10.19 U//` PERMIT DAT! 3 I__ I I L I— I DD DATE 50 DKAYN Br 1 DECKED SY RW O 2 ROOF PLAN kisarske ARCHITECTURE / FLAN>r8"=r I A2.0211 ORANGE MODEL BLUE MODEL BLUE MODEL BLUE MODEL BLUE MODEL ORANGE MODEL it -IT n rr Tr ',© I I— � _ T MARK DESCAPTION DATE __-- \ T__� F-..-, .=,---1p \ I / \ I / A \ � / \ I / I I I I A - I au I — \ / — _ \� _ I LDEN p 1 L----J L----J p I'� I p A 1e,� II . w I -J p I r •z•.••°.-41..-....?....o.,, i a,t3 \t LL! 'IQ , . 99 PSG .. 11 / ,-Z=_ • 4..,11 s \ -00 r� I 11 II II II II {L II , II U I1.I iI _1,1Ii , vh. I 1 I r I I I I I q o a: G to O THIRD FLOOR PLAN I, va"=T-0" I Pi C1 I. ya ,;e 1 a z o kCOflskuRShUCtion Io kr. .1 NW aem Dive,wn 103 springs,1133065 -rT -17 n rr Yr 95,1906-525,1 II II I II II II • Ir. lir 1.[:=,-.— 'I ) g Can CZ , ' II VJ II a) H . / I I I; ;I I; II I; II___ D�MWEEt ,song 11 I I LL I I y ' I I I J,1SCAM AaNOTED ISSUE DATE ,O. .,B O I 1-----1----- - I I NJPEMITDATE OD DATE s 1 MANN CY 2 ROOF PLAN DRECKEDSY Rw DnarunE ARCHITECTURE O e/ RAITTTE va"�r-o" KY 1 „usHreez A2.02 III e MATERIAL SCHEDULE RESERVE AT TEQUESTA 62ytg MK Material Finish Remarks 1 CEMENT PLASTER FRE SAND TERNRE/MRrT ©�� ^,,''\\ El 2 CEMENT PLASTER PYC SIDING DEAD 9 O.G/PANTEl Q 3 ALUMINUM TRIM ME-FINISHED ED 4 CYPRESS TRUSS SMOOTHDI /RENT © k �I �' II' � ,© D RAISED CEMENT RASTER FRE SAND TENURE/CANT 1: -\ DATA "�41- . CEMENT PLASTER W/ FRE SAND TENURE/PANT 6 VERTICAL REVEALS - ._ MARK DESCRD'TION DATE 7 COLUMN W/TRM A�KTRM/TENT �, 1 I I \.. _ �� �' ��® © Q 3 ALUMINUM 6 GLASS PREf71iSIED W/TINTED IMPACT MITE A11 - WNDDW/DOOR GLASS 548�__I �I I—� -" moi© -i- _El A s MrAtrRAreoGARAGE ooORwiTRMAND LTres • M_I_ _d 17,21_, n 0 I I mSTNIDNT'SEMIMETAL ENOLERT90VEGINY' _DOCR 20.1�I� , �7_I ;__,i .11:i ==hrlid4 _.`-1�-e-- � . — \1 II II II I RIND 1111111111111111 ram n inn m* IIII 11 � To ROOF MIR I 11 IMPACT RATED DDDR RASED MEL ooOR/PARTY �� ,I` ...,".___....„:„..7„, Y2 ATTIC LOUVER PREMISED ALUMINUM TA © II I II -II II—I © A 13 14 R DRE MNUM I��IIII III �� I oil I i III II�l1iIIl i I: I,II�� VIII IIII.,©•� -- — Ik 1! o I �_ -- . 11��111111�11�I���Ni111I111111�I I III IIIIII1111301111 C CYPRESS RAFTER TAIL SMOOTH FINISH/PENT 0 CYPRESS WALL ERALRET SMOOTH FINISH/PANT IS P,.• q" d T7 LOUVERED SHUTTER PRE-REEFED ALUMINUM _. 1q A COLOR-MRIE DRILLANTWHITE •00+LOMNMOORE O FRONT ELEVATION °'a ``' D COLOR-WHITE SMRY MITE-DM 2142-70 •DEN AMIE MOORE SCALE i/8•=p.p• ,',...4-- �.� C COLOR-LEST SLUE MULUS COTTON-DM 27t0.70 •BENJAMIN MOORE MOORE - •1<_ W - D COLOR-LION YELLOW COTTON IAL-DM 2E6-70 •SENJAMN MOORE •.' E, E COLOR-SLUE SLUE MAGUERSE-EM 20E0-60 •SEWMIN MOORE �. ' .`' -' 61 S „E`+,•x.D_.• ,e- 6\ y ____,X77-7__ 7 ,,,,,.011. .r4Z -.../. ''. - zo > - ` $ _ , eA • - o 16A1 > > 16A1 < _ ii < w w > 10 m i I - ' sr • I i IN Ai. . ...„: iq 6A-3 U -,7,- > 7A 7A TTrA LEFT SIDE ELEVATION „1P=T-0* RIGHT SIDE ELEVATION ""E` r"r. © SCALE © SCALE 1/8"=1'-O• 3511 HW BBN Dme•UNf 103 954.6-5250Coral Sprigs,iL33065 951A065350 CL) Ct g R. 13 ,1:41 II ll .1.tiiiking EOM 1111110%, _ la (I).. -.-..__— ViR. O 5:1 IMI [221 CI 0 ii_ii411 ii I Zaiiiiill , I _ QS �t111111l(11111■■ 1 _, _A 11 U"i"' li,,,i 111111111 CD H o■I-1 -,1..„....i,, L.---__7II I���II 11 ri o y=��n ---1 �i �O ti ti . 'mm• OA n I -�1—-1 1-1 —11=n1 I I_ �n I o p■�� II, ' ]���0 JCSNUMZER VOW � AS NOTED O 1"■p -- �= = lin EWE DATE 10.10.18 ci PERIRTDAIE O D DATE 1 DRAM SI 0 REAR ELEVATION VTl6T 0" CHECKED COSY CO/ ram= ARCM ECTURE i I 4-UNIT BUILDING 1 PLANTRE BUILDING#12 wR A3.O1 I MATERIAL SCHEDULE RESERVE AT TEQUESTA 52410 MK Material Finish Remarks 1 CEMENT PLASTER FINE SAND TE3URE/PANT giiIIiiiIIIiiJJJlIOIIIIIP!ii1iIIiiJJJJJIIIIIIII /1 -m ��7 VALUM .•IMMIII ••• \' '.---'M/ _ WEK ig ili ALUMINUM 6 GLASS FIRE-FINISHED W/TINTED IMPACT METE - i� — _ - — e WNDDW/DOOR GLASS © I =I =_=I I III = = =•® o —•,' ' DESLWPIGN DATE I1- � m n I-_ t aIn— _ - =- -it:—n A a IMPACT RATED GARAGE DOOR W/TRIM AND LREs Q I : IJ== = I I - n- p.--_I DDDR I•IR-I ' J .. :1:- =---- :: � -=—— - _ _-I ai ue o F_._._F- �I,.,.., o �, I• �L.•I-_ __�.... ...( :TiI it ,:�_ — III� �I:I:I=_- _— -=- I� I �- -I■ � STANDING SEMI METAL ENGLERT DOVE GRAY = - •.— �- 10 ROOF ©���\ �I\ � •��I\__�•���✓�■� r III n IMPACT RATED DOOR RASED rMEL DOOR/RARER imm ATTR LOUVER ,PREfVtlBFfD ALUMINUM Q ■IE rr I ©II'IIIIIIIIIIIIAIIIIIIIIIIIIIIIIIII I o A � o iii■.=1 I Ilfllll II JI II I I II II II I fix! 111111 IIIIIIIilIDlDI IIIIIAIIIII IIIIIIIIIIII�I�©I I '� . I�i II ■lam � 13 URE DALUMNUM m_`i�L,�i�I�IIIIIII IIII IMO II 1111111111111111110111111111111111 la Ell I �I ,III iil1IIII I IL �III III I IIIIIIIIIIIII����������� 16 OMEN RAFTER TAIL SMOOTH FLASH/RANT - 1 to CYPRESS WAIL.DRACRET SMOOTH FINISH/PAINT 17 LOUVERED SKITTER PRE•FNI9FED ALUMINUM 'tl/6 O 10 i A COLOR-METE DR`LANT WHITE •BENAMN 3 y MOORS O FRONT ELEVATION '`'U D COLOR-METE SIMPLY METE-BM 2M0.70 •BENJAMIN MOORE SCALE I/8"=1'-d' 4 C COLOR-LIGHT BLUE CUMULUS COTTON-BM 22/35-70 •BMIN �I ENJMOORE _ :i< - D COLOR-LGM YELLOW COTTON TAL-BM 2155-70 •BENJAMN MOORS !' ;t3 _ 4.1 - E COLOR-BLUE SLUE MAGUERBE-DM 9788.60 •DENMAN MOORE •.... *.8 O .�? • 8 'REp, -P No G - — — — — — - — — - — Ou. /, u w G 1D — II I u � -Hill — — � `e IMI > ■ I � I I 30 aA—� > , w < BA x rp 16 I I CC ® II �1i OSI I p ` o I 7A © .,V r oco W LEFT SIDE ELEVATION0 SCALE 1,8=1,Q RIGHT SIDE ELEVATION Coral Spin.,FI.33065 95.9D6-5250 11) -I� Q salaCn El H1IIEIIHOiIOIiOiEIH!I .I.I �II��- 122111�I IMMOI■■■�■■■ ..__ CU H es Emil R=__ 1 , . ..,_pi.,_-,1 1 Ei= 1 _1=1 I�_L_L� 1 I I: li;;III__ :ri— I1:III__Id:1I :II_ �Iliih l_�H ©© III u =_ Il j _--_ : • —C_ = � IC . JCS IIUMSER 15025 -- iIE:!E SCALE NOTED ISSUE DATE 10.10.19- PERMIT DATE NO DATE DRAW BY 0 REAR ELEVATION SCALEI,D"=1-CP i CHECKED re MN Disarm ARCHITECTURE i 5-UNIT BUILDING A3.o� II BUILDING #2 • MATERIAL SCHEDULE RESERVE AT TEOUESTA 52419 MK Material Finish Remarks I CEMENT PLASTER RNE sum TEXTURE/PANT r � 2 GEMENT RASTER PVCS 1t)DEAD@0.6/FNgr 12 s ALUMINUM TRLI PRE-FUMED ''' ,®' I I'' ,,'I' I 12 4 CYPRESS TRUSS SMOOTH FNISH/TAINT 0.11411111L / ' El D RAGED CEMENT PLASTER FINE NAND TEXTURE/PANT '/� S.�/II 1:111:1 _11.L" ' liOtillbh 7 Ga.uM w / Fx�E sum rExrurE/Pour _' /�All'■■ 10\ • —I, I - .'► \ El © �_ anNO _ CEMENT PLASTER 4/0 ii_LI akALs AZER TRM/PNNf IIII. , I. I_l _IIIII I - 1111i0-\ �� _ -_ - I I �!IV' f MARK DESCRIPTION DATE 5 ALUMINUM a GLASS PILE-FiN6FED W/TINTED IMPACT METE — — CM. Sj11E - fl4flJJ — p == 1 1 :...�_ --STMAMMETAL ENGLERT DOE - .. � Q • n WALT RusEDM 1 DOOR 410 ROOF 4. — - I ' I. ii �'� ,�i � �© IIII IIIII iIIIJIIII IIII . I IIIIIi III IIIII I�uu lilliplo�i iiIII'Illil III IIIII I Imo pµ LGGHf rREfM5TEDAlUMNUMa_ IIIIIII ' III IIII IIIII ■ ■ I . �I,119111hilllllilll�p I I JII�� �1�©,z _ u _IA II lII!I II II�� I II I,IIIII II II� I ��III� II IN •e 111111111111111111111111111111111111111111 II �i IIII III II I I In iimiiiil►����'����1�1IIIIII�r� I III IIIII III I II IBJ I ID CYPRESS LATER TAIL SMOOTH MESH/TAINT I III ,D CYPRESS WALL DRA/7TET SMOOTH FINISH/MINT ® .- - - amew A COLOR•WHITE DRLLANT 1NlIrE ALUMINUM •DENUAMN MOORS Q•O.,q....10�Y D CO.OR-IMTE SMPLYMETE•DM2M5.70 •DENUAMMMOPRE O FRONT ELEVATION 3 g '$ C COLOR-LIGHT SLUE OMULUS COTTON-DM 2065.70 •DENUAMN MOORE SCALE v8„=r o„ a LLN I) COLOR•LIGHT YELLOW COTTON TAs.-DM 25570 •DENLM/N MOORE - i/- O E COLOR•SLUE SLUE MAGUERIIE-DM UAM •DENN MOORE Y .�Q, b�.....$„oEG,,IIII \ YS P vl E'5'•P• U — - / - - - - - - — — - � Ow \ IRTI �, l,—�eori �A IF > oma a =n 2 ,.. , in ILL1 .--vc `''M1MIII __ > i IeAI > o < 15AI NA ----------- 1A11_, a i a 6 ' . i II 0 ii ----,--, Z ... kconstruction © LEFT SIDE ELEVATION I °v°w SCALE 1/8".7-0' © RIGHT 515E ELEVATION SCALE 18„_,,-o„ „M„66,„Drive,„,„,o, Ceral*rims,Fl.33065 .1. 525. 11 Ci) o El o�� � 1IIIIG�i*:: 'III� �PIII III . oCO CU 0 .....��. I ■■..■..IIII. oDZ- r_i�_ _-I .�I� l jig!' . „ ����LII��.II�III�I�,IR�. ���� SII to c�■■■■■■ ■■■■■■■■ ■■ 11������1 11111111 w ����� ������ „„_n.. ._,_1 „Er.... ■■■■■■■■■■■■■, ■■■,=IWp■m■■■■■■■■■■■■■■m ■■_ a) H v■I=I_� L. �� _„ _____,_. ,� ,__ F--= , = ' • Ei _ s■F_F .„LE i I ,.- -:; limr,..__.=, , ,, ,=,=,....... H ,..\., I :,I i.:: IIII IIII. .��: 4....=!----,,,,,,, : "_ ---'I--1�© EalTu— 15023 : LT !1 _iiH:rm_ [ [_ -I_� e AS NOTED �© OWE PAM 1010.1e 4 : PLUMATE eSCD esSAre 1 DRAYN or a Q REAR ELEVATION SCALE 1/8"=1,0” ev KW DSaI„E ARCHITECTURE 6-UNIT BUILDING 1 ""''TYPE BUILDING#6 1 MSR A3.01 III PRE-FINISHED ALUMINUM POST W/DECORATIVE RESERVE AT TEOUESTA CAP AND BASE DECORATIVE FOAM BAND AND CORNICE BLDG COLOR SCHEME RAILING TYPE DETAIL REFERENCE ST HIGH PREFRUSHED ALUMINUM DECORATIVE 'i I YELLOW BASKETWEAVE 1/03.02 RARING W/BASKETWEAVE PICKETS EQUALLY �— _ I ` - - . 2 WHITE RADIAL 2/03.02 SPACED TO REJECT A4•D.ODJECf Arl ..,17.•i„,,,,151 AA..An.n aaava..nn.n y y 3 YELLOW BASKETWEAVE 1/03.02 I i%%®/ �� �� 4 BLUE VERTICAL PICKET 3/A3.02 O oi!p A- pm '/ /,� a1•V/ " +/' '- ,III BASKETWEAVE 1/A3.02 6 YELLOW VERTICAL PICKET 3/03.02 \�) 'L •I 7:01..r. f -.i- -,'-rir:�.ir:I;� I'>tif:■—,'.,I■\,-Ic�'\\ '% 2 ELL()WHITKEIWE 2/03.02 ,I\ •�:�����It RADIAL 8 YELLOW BASKETWEAVE 1/03.02 _ \ BLUE VERTBASALKET 3/03.02 ,© / / � 1 __ - I� - r :� 10 WMTE RADIAL 2/03.02 / 1E- 1 PRE F LASHED S NGLEHUNG ALULONUM NINDdV — I� 1�t��y,, Wi UFA=RATED TINTED GLASS AND APPLIED - ''�, - I _L��' 7r11BLUF VERTIfAL%CKET 3/03.02 cdTTNtl OVER 7W0 GRILLWORK � - �■�+1 IG � � � IY � :Iraill...:..:4:,0:..7,1ii__::Li.,_....,::-, 'LL 1zvitlow BASKFTwcavE 1/a3 ozMARK DESCPJPfION DATE 'T �. :�� '%a 13 BLUE VERTICAL%CXET 3/03.02-* nnn+ \ 10 WHITE RADIAL 2/03.02QN2 \ DECORATIVE FOAMTRIM1® �:' I1 _ ii .� �. , �-�4 A .. .. . .. .. .. .. Iiii A \ \ FAINTED SMOOTH stucco FINISH t\ �� - • u Lau• u V uu"u� �'uu"u� 6'uu••LJY r . \ FOAM BAND - - _ DECORATIVE FRAM SILL SAND . DECORATIVE FOAM CORBEL OASKE1WEAVE PICKET BALCONY RAILING ()TYPICAL WINDOW TRIM DETAIL O BUILDING COLOR SCHEME/RAILING DIAGRAM 4 3 a6 (YELLOW COLOR SCHEME) 3/4"=1'-O" 1/2"=1'-0" NOT TO SCALE I: ' u• e° ''44.......e...2.i..&:.‘'.gip\ PRE-F.4IS4ED ALUMINUM POST W/DECORATIVE CAP AND SASE %VACTRATED GLAZEDrANELS DECORMBA IVE FOAM ND AND CORNICEIII(IIII =rn 00 88.HIGH PRE•FYY6f1EDALU ALUMINUM DECORATWE / ® ® ® `.BOTH TION n� RAILING W/RAMAL AND VERTICAL PIp:E19 EQUALLY f SPACED TO REJECT 4'D.OBJECT h� = o IW1.SFED SINGLE HUNG ALUMINUM WINDON O Li; WI MMACTED RATED TINTED GLASS AND APPLIED b \ II TWO OVER TWO GRILLWORK I I I v` u SIMULATED BEAD WARD SIDING / / NVId = Os- 1 i 1.... •••••••• GARAGE DOOR ELEVATION TYPE'A' DOOR FULLS HxIGEs AND para o .".11 DECORATIVECOACHHOUSE �� FRE-FINISHED ALUMINUM LOWERED SHUflER •HEKa'Hf EQUALS WINDOW HEIGHT SNOO1HTRIM 0t Fn III �I�I 7 Q @ t• e�\\ _ _ v 51MUUTm BEAD BOARD STOLID i � �C . \ P SMOOTH 57110(D F.ESFI DECORATIVE FOAM TRIM 24 DECORATIVE COALHfI0U5E HINGES AND , _O FOAM BAND 1�\\\ ODOOR GARAGE DOOR ELEVATION TYPE'B' F"� '• DECORATIVE FOAM CORBEL 1/2 5H sN DECORATIVE FOAM SILL SAND go I�Ishucfion ()RADIAL PICKET BALCONY RAILING ()TYPICAL WINDOW TRIM/SHUTTER DETAIL ()GARAGE DOOR ELEVATIONS H«NL'.BR3541SOB,FL 3305 103 •Gaal Spring,iL33065 • (WHITE COLOR SCHEME) 3/4"=1'-0" 1/2"=1'-0" 1/4"=1'-0" �° _�° APNDSAS ALUMINUM POST VW DEcauTrvE SHLWI'SUD CREF FRE-FINISHED BASE El BB'HIGH FRE-FINISHED ALUMINUM DECORATIVE FRE.FNISHEDVQOMP STANDING SEAM 7'/1 / RAILING W/YERfK/IL PICKETS EQUALLY SPACED METAL • __ CO O TO REJECT A4"D.MEC!' , / FAINTEDFOAM RAFIER TAIL W/FIBERGLASS lir‘11111FIBERGLASS COATED FOAM!RACKET Cn PNNTFACYPE998%8 BEAM 1�1��. LL / / D.A.11 TFOAM numO BALCONY WALL FALSE BEAM PROFILE / C/ CZ) 1-111c1) El• �2 ® I r-1 �.V > PLANTED CYPRE892RBWALL RACKET ns ',� AS NOTED FAINTED SMOOTH 910000 FINISH rREfNi&ED AWNNG ALUMINUM WINDOW BOI.TEDTO WALL w/MrncTED r,MED nNrED GLAss ANDAnuev tO.1O.t8 \ \ FOAM BAND GIDLLINTRI �- O PAINTED SMOOTH FlNISH BIIR,YO 0 BALCONY OVERHANG WALL BRACKET PROFILE I'.�- S DECORATIVE FOAM CORBEL • - DRAM!sy ai (VERTICAL PICKET BALCONY RAILING OTYPICAL SHED DORMER ELEVATION C)BRACKET DETAILS i re *V (BLUE COLOR SCHEME) 3/4"=1'-0" 3/8"=1'-0" �T mous ARCHITECTURE 3/'T"=1'-0" / FLANTYrE 1 1 HVmALERR A3.02 all 11°°' .. I lillik (' �� MARK,© DESCREMON DATE _■ ___ _ . 1111 ■ 0 .1 .1 .1.3_,,,_,..._._ ir: - inv-7-flik,''''%' ,mi--------"—"_-- IlL IIiuoj" iiiirliiiL.±V IuIh1111'Illll�lg la"ill 111 1111 li 71 IIIIII� I 'll i immu lllllllell��l I 'W � �IJ I IIIA i��r� 0 IT O FRONT ELEVATION 01*-‘: \\ 5,....17=7:1.1.11:,70:177r CALE T/8"=1''p" LLa: .'<. tJ r R ' 1110011111 , __ Num■=_..■'-1..� ');. moi- ■■■_b�>- {{ ■ —'illll illleffit 'filo ■11111 '. .,j'� ® m ® ® "�'RS,,4... a& 0 11111114 < LEFT 51DE ELEVATION © RIGHT ELEVATION ""``''°" SCALE 1/8"=1'-O" SCALE 1/8"=1'-O" ssu r+w mw mK,u��ia3 "�sn.fi3xss zw I 0..) rnct ei, ' - i - , J nimma THAI 'I II MILL A I e. P4 _ ,__ . ; Lu 0111111. NEIN Nos _ _ �AIIIp L. -1 _ �__ _ cu H /. e —I tir Na a -1114•7‘010•4r- // W , .. — ,7 ,...,..:::::, • s' .,,,_ _ rlia _ } `« ,� j_A - %,';,_ ... iii �I� 15023 ' �_ �_I_ I JDA NUMBER SCALE AS NOTED ...'. 'Iiii._ mv ISSUE DATEN .- I/1 1 ili 1 1"m�� -_. [Li 10.10.19 W !TRW DATE AT MD DE S DRAWN T' E Q REAR ELEVATION SCALE 1/B"=1'-d' g CHEMED BY TRW S 5 warms ARCHITECTURE 1 4-UNIT BUILDING AC3.01 I CLAN TRE NUI E N BUILDING#12 a : 1, 1 , , I , I , I1 , ak '..--... , Ad , 4‘‘ vp i I , _ huh. 111 m _1 ,.. i MARK PF-SCRIPHON DATE ,1—AIPMEll 1 L mmiNsionni c --1 1 LI I gommossulin -,,Aii - A -.40,45.„-11 epir le 1 Ell !ULE Wilw---- 41i [Eli k------ -6 '14?* -V 1 =-- " l'''"— =IT 11 iffir-v--- -' irili:..-i ilk H:F i III 1111= =2 il ,1 IAEA•• —' — —.-7— .1 E'.A I'i i 101-'-'' Mi I II1 ii A A ."'. i A lb, , A I I ir---r , 1 , uffir— 1 1 mpiiiiiThwi ,ilw—mpirfoll , . I D_•—i _Ji__,I — - — --, A lrIP I I I 11111111111111111111011111111111r I lionii9111111111 0 I I 11111111111110111:'• 1 Pa-24- MIDI I ''' ‘i 111111111111111111111111111111111 A , FRONT ELEVATION . t' \I , 0 S iiiiuiiiiiiii so 4,3 , - 0.. -.41..., Pv- ggili Ii — - 1111111111111 illb\ 411411111 11111 I _...MINN M I Bill I 1111111MMEN111110110.1111a, s=, c_-3."b, '01'; __ _ot.:st,,, 2, -7 _ I 7 =_. 11 , . _ 'I' I 0 -^,...'°' - r, rOt.cri4;t.'' ._ _ FLIi 1-__I- _-•'-- .._-1 id, , - _ — _ 001 i E— 1 I ... ...--------- a 1 •W----wg- '–'– ' '– --;-1' ir-----' ' ' ' I mm44 , 4 0 .;,1 A-t d'ioVieg „....Vt.,,, 11, ,\N•4 1 ex - ._110-01AWS.l'4.;..,, —"—m, — - sr W.,7P a g6 . ........••• •••■i El n 1 a di .b.c, :a @. . 1411 111111 L ! la il p ' , - h`'irn1°n LEFT SIPE ELEVATION SCALE ".1. " RIGHT SIPE ELEVATION SCALE 1/8".T-0" 3541 NW 88IF Dnve Una 103 Coral Ser r,e9 a 33065 954 9.9 5254 (11) Ct 'I4 ' , -414"9 IIIIIIII "'Ili 111111111 cu cu s .......... .......... ii -1111 oi ILA-mil IL 1 It 11111111 _ . CL) cr .,: • Ali 1 Iiii, 1111E11 II 1111011 AIIIIIII I tu mnion' ipmmum ! smip. .._onommun imussuiv , 1 ----... _. 4.) H es I [1 1.1111M-. ."..'".. --.1 - E= .... , _ =,---T. -7 •'', v0 1=-17- •••-.. .—.. — I-— iIi, ti::I -• .-4",...-40*:' =-1,4, .iTi ..;,• .ii:i— ... —..., .1. ,,,rc.,,,i, , ..t. IN I=IiiilL,JITI .DL-211 ...ii- lt, srV0i, ':--ek_All •---11!. .411r4Vir$90. ! ___..!== = - ____. .----= --..- _ =---z....-- ,- ,:....E.a7-•Y, ?),v,_,.. - alir F-T ,,,... ‘,.., .., - , --- ,,,a r . =.-..- Wr. I I F-- —II -z,--7-_- ::. ,y,i "MAWR 15023 ' 11'''' -' ' I 1 =----'= ----M.- I I W ---- 1,1/ '' SCALE A5 NOTED .-._1 1 L2-_-_W-:. - =-_— -al-= ---1 i III MOE DATE 10.10.19 DI L- . ii i_. PERMIT DATE 0 DIP PATE t;) ..1 [NAM ay o . 0 REAR ELEVATION SCALE 1/3"=1,0" g CHEMED 15Y RW pisarum ARCHITECTURE 5 9 RAN TM 5-UNIT BUILDING ,EE, i BUILDING#2 i rese AC3.01 11 1 VW I „-m��- ' 11iiIii�■■'■■■■■■ _--_ ��♦It' _ ®■11■■■■ 1•�■= ■■1■■4 ■��1 ■■■■.. �I �� MIN•■ilk - MARK DESCRIPTION EMIR 0 ��•� ^` _� Cl = LftIj_-1L(144 ` _ r=ill = Ini= - IflLEUfL__„,,... ,..1 i.! l—.; iI=::'''' :iik ;te ` I— I .l ingi,_I= _ II II Ii lI II it dl IIV IfA'IIII II III!Ills �` ”Imo' _ - I I_ IIII II_ IIII _I ;; 1 1 II ) 1111111111111111111111211111111. . I III II I1 I ���ImFI_ AI �lll � aili�lll;`!���� it I HI_ . 11 IVi lii Ili ' Il I 11111111111111111111111111111111111011111111111-.. 11111111 I Ill : +, 1 I �I1I1111111111111111111111111111111111 ii A O 110...p.....,0t,( OFRONT ELEVATIONSCALE ' • * ,.PSC :ail, N '4111LI%'3 '''''iliftWt. N 11111111.11 , Ali , ' ■NIIMIN■■■ ;• _ ...'°. `1' Iiii _ V F® ®7f,YOy .,,— ® ® ® L. ¢ IS. LEFT SIDE ELEVATION SCALE 1/W=1,0" © RIGHT SIDE ELEVATION SCALE,/e"=r-D" ,,,......,,„,,,,D, mysc�M"smss 1 ssaaossua CU CZ Q MINIM , ! _ 111, 1 Flipp --I -_ - - - - - — - - iiiiiii ■U■■■ ■■■■■ ■■■ ig I -_ II II 11111 � ■i■i I I-1 i [--I a ; . - _- -�I nC I �_ I -�� L • 1 _ - i : ti - _ ,R I- N . ,ILU "fitor.. L .1::, IreA� •ty, I ririWtLL , �I J _c I wi I SCALE Jr � I IIf ._- A5 if — , � s _ *sue we 10.1019 MMMIf Dn7E 6E'DAIS MAWS 3Y Q REAR ELEVATION i � KIN SCALE 1/8"0-0" D E nRcr,rrEauRE 6-UNIT BUILDING 1 " Ac3.o� nig BUILDING#6 ! NUMCER 1 IIIIIIIIIIIP MIIIIPIIIllIIIIII11IIIIIIIIPI1rI111I1111.111IillII Idi. A 1 1 41111111111111111111NOIlli imimmet, _ r _ ., .,„ jimmos,, „ . _.,„ , _ , I , i------------ __-__ _ 111 AL 'T deSORM ' - // ‘117 , ,- . 1 ?? • / -- TAARK DESCRIPTION PATE .NI19 1 ,, b 0 \ / I1111111: 'MIL._LL— is , ol .ii , _ . . aiiii 11, . I . 44V 11 CI • • • • --A A - A I .401,, .:,,, • • A Of FRONT ELEVATION 0 REAR ELEVATION • A \ 1, `Z // \\ •e..A`'"k..- ?t, __________ . 1—. I .........A1 lh COVERED WALKWAY \ *. . __ _ i 0 I i _ii 1 I ,t 4„1 `,. -,--____ ___---11 410 . 0 i 4 R• liAll - t'iii, ki - '1 i.0.-1, , ,.1. , 0,k.I Af' IL 1' 111111 1 lit , " ' -T.• !it; 1. 4"S'.-119ii° 1.....,_ ,I,ilk ,,, _ -____I____ ,, .2. l''''..;4v**1 ' 1 'Iiiii - 4 k — --." ',''.e '4,, ' ,, ---*t' Li ' iii -----'----- 4%,1 4,•• '4 .--'... _,..--.•._, AI 7, . g---,- a - -8 - , E • " " ., .N. . a -.3 :: wh-. =... 1 1 = . _. rsis, -a . ...— Lb I_ . . . . _ ,'. = . _ a . a E = —— ...... 0 SIDE ELEVATION 0 SIDE ELEVATION °FLOOR PLAN II „,,•1, 506"=T-0" 3/16"=T-0" 3/16"=1'0" ). g -e F4 h 1 ii h . 2 a-a ' a .7,'8 .0 al em .. or lcconstruchon I IGNILI hi( 3541 NW nth Dnve,11n4 103 Coral 59,93.FL 33065 950.55254 L__ 1 CI1) Cid Cn E2 CU (1) 0 _...1 0 C/) 14.. < - cu Qs E-4 ct 1 CD JOS NUM M 15023 SCALE A5 NOTED ISSUE DATE 10.10.19 g PERMIT DATE R. SiD DATE 8 1......y < 1 rzi g a 4ECKED DY RW e E pissfuNE ARCHITECTURE < t rum rfrE 8 2 POOL CAAC3.01 IVI3ANA / FITNESS ROOM LEL, .