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HPB 03-18-15 47;$ GA. AGENDA v HISTORIC PRESERVATION BEARD Meeting Date: March 18, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program, or activity conducted by the City. Please contact the City Manager at 243-7010 24 hours prior to the program or activity in order for the City to reasonably accommodate your request.Adaptive listening devices are available for meetings in the Commission Chambers.If a person decides to appeal any decision made by the Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings,and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. ROLL CALL III. MINUTES — None IV. APPROVAL OF AGENDA V. SWEARING IN OF THE PUBLIC VI. COMMENTS FROM THE PUBLIC (NOTE: Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VII. ACTION ITEMS A. Ad Valorem Tax Exemption (2015-085) 42 Palm Square, Marina Historic District Property Owner: Claudia Willis Consideration of an Ad Valorem Tax Exemption request for additions and alterations on a contributing property. B. Certificate of Appropriateness, Class V Site Plan, and Waiver Requests (2015-041) 227 Dixie Boulevard, Del-Ida Park Historic District Property Owner: Barbara Marshall, George McMurrain, Thomas McMurrain, and Marlene McMurrain McKay Trust Authorized Agent: Urban Design Kilday Studios; Contact: Joni Brinkman Consideration of a Certificate of Appropriateness and Class V Site Plan for the adaptive reuse of a contributing, single-family residence to a Child Care Facility; waiver requests to reduce the width of two landscape islands from the required 9' width to 5' and 6'4", and to permit parking forward of the structure. Historic Preservation Board Meeting Agenda: March 18, 2015 Page 2 of 2 C. Certificate of Appropriateness, Class V Site Plan, and Variance Requests (2015-039) 101 SE 7th Avenue, Marina Historic District Property Owner: Robert Gregorski Authorized Agent: Richard Jones Architecture Inc. Consideration of a Certificate of Appropriateness and Class V Site Plan for the conversion of a duplex to a single-unit, and the addition of two residential units; variance request to reduce the rear setback requirement from 25' to 17'; variance request to reduce the side interior setback for 1st and 2nd stories from 15'to 10'6; variance request to reduce the side interior setback for third stories from 20'to 20'8". VIII. DISCUSSION ITEMS A. Concept Plan Review 522 NE 2nd Avenue, Del-Ida Park Historic District Discussion regarding the new construction of a one-story, single-family residence on a vacant lot, pursuant to LDR Section 2.4.1(A), Concept Plan Review. IX. REPORTS AND COMMENTS ❖ Board Members ❖ Staff VII. ADJOURN A wvy E. A Lvc re ' Amy E. Alvarez Historic Preservation Planner Posted on: March 11, 2015 DELRAY BEACH All-America City ' Mr 1993 2001 SIGN IN SHEET 2001 Historic Preservation Board March 18, 2015 PRINT ADDRESS OR ITEM NO. ORGANIZATION FULL NAME g /D / .rr' 77 ' 6 tip .6 i 1 SiXICI-sra_\\/.425,cthe__ opte_3 3 �J 1 L t 1-e-6 ' ,i-trIfimi4 Cif ✓� -'S B Susan Ca_r s-- Si , :c-i dwC.,• C„ect_fx,_ / -6--S. Ak jouAck 4 ffe v1) 126*Lffdio hf-41Crea6r-6 64y\i`e Vc3ii,\.- 44,,/ -,A.vp-o----- -- aA-W GCSt (lt15 /r 0 �-- )411 fig if 11. uc\p i Historic Preservata Board-Voting Sheet Vll.A VILB VILB VILB VILB Vll.B HPB MEETING HELD: ATTEND 42 Palm 227 Dixie 227 Dixie 227 Dixie 227 Dixie 227 Dixie March 18, 2015 Square Blvd.. Blvd. Blvd. Blvd. Blvd. Waiver Waiver Tax COA & Parking Island Exemption Site Plan Landscape Elevation Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to VOTE to Janice Rustin Approve Approve Approve Approve Approve Approve CC 6-0 6-0 6-0 6-0 6-0 6-0 John Miller P Y Y Y Y Y Y Andrea Sherman P Y Y Y Y Y Y Price Patton P Y. Y Y Y Y Y Rhonda Sexton P Y Y Y Y Y Y Ronald Brito A A A A A A A Angela Budano P Y Y Y Y Y Y Samuel Spear P Y Y Y Y Y Y ***with additional conditions added by the Board Adjourned: (1) Historic Preservat Board-Voting Sheet VII.A VII.A VII.A VII.A VII.A VII.A HPB MEETING HELD: ATTEND 101 SE 7th 101 SE 7th 101 SE 7th 101 SE 7th 101 SE 7th 101 SE 7th March 18, 2015 Avenue Avenue Avenue Avenue Avenue Avenue COA & Site Landscape Elevation Variance Variance Variance Plan Rear 1st & 2nd 3rd Story Setback Story Setback Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to VOTE to Janice Rustin Approve to Approve Approve Approve Approve Approve date certain of May 20 6-0 John Miller P Y Andrea Sherman P Y Price Patton P Y Rhonda Sexton P Y Ronald Brito A A A A A A A Angela Budano P Y Samuel Spear P Y ***with additional conditions added by the Board Adjourned: 8:30PM 601. AGENDA = HISTORIC PRESERVATION BOARD d r 3% Meeting Date: March 18, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue **AGENDA RESULTS** The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Manager at 243-7010 24 hours prior to the program or activity in order for the City to reasonably accommodate your request.Adaptive listening devices are available for meetings in the Commission Chambers. If a person decides to appeal any decision made by the Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. ROLL CALL III. MINUTES — None IV. APPROVAL OF AGENDA V. SWEARING IN OF THE PUBLIC VI. COMMENTS FROM THE PUBLIC (NOTE: Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VII. ACTION ITEMS A. Ad Valorem Tax Exemption (2015-085) 42 Palm Square, Marina Historic District Property Owner: Claudia Willis Consideration of an Ad Valorem Tax Exemption request for additions and alterations on a contributing property. (Motion to Approve,Approved 6-0) B. Certificate of Appropriateness, Class V Site Plan, and Waiver Requests (2015-041) 227 Dixie Boulevard, Del-Ida Park Historic District Property Owner: Barbara Marshall, George McMurrain, Thomas McMurrain, and Marlene McMurrain McKay Trust Authorized Agent: Urban Design Kilday Studios; Contact: Joni Brinkman Consideration of a Certificate of Appropriateness and Class V Site Plan for the adaptive reuse of a contributing, single-family residence to a Child Care Facility; waiver requests to reduce the width of two landscape islands from the required 9' width to 5' and 6'4", and to permit parking forward of the structure. (Motion to Approve COA& Site Plan,Approved 6-0) (Motion to Approve Landscape,Approved 6-0) (Motion to Approve Elevation,Approved 6-0) (Motion to Approve Waiver for Parking,Approved 6-0) (Motion to Approve Waiver for Vehicular Encroachment,Approved 6-0) Historic Preservation Board Meeting Agenda: March 18, 2015 Page 2 of 2 C. Certificate of Appropriateness, Class V Site Plan, and Variance Requests (2015-039) 101 SE 7th Avenue, Marina Historic District Property Owner: Robert Gregorski Authorized Agent: Richard Jones Architecture Inc. Consideration of a Certificate of Appropriateness and Class V Site Plan for the conversion of a duplex to a single-unit, and the addition of two residential units; variance request to reduce the rear setback requirement from 25' to 17; variance request to reduce the side interior setback for 1st and 2"d stories from 15'to 10'6'; variance request to reduce the side interior setback for third stories from 20'to 20'8". (Motion to Approve to Date Certain of May 20, 2015) VIII. DISCUSSION ITEMS A. Concept Plan Review 522 NE 2nd Avenue, Del-Ida Park Historic District Discussion regarding the new construction of a one-story, single-family residence on a vacant lot, pursuant to LDR Section 2.4.1(A), Concept Plan Review. IX. REPORTS AND COMMENTS ❖ Board Members ❖ Staff VII. ADJOURN A vny E. ALvcwe i( Amy E. Alvarez Historic Preservation Planner Posted on: March 11, 2015 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Applicant: Claudia Willis Property Address: 42 Palm Square, Marina Historic District HPB Meeting Date: March 18, 2015 File No.: 2015-085 ITEM BEFORE THE BOARD The action requested of the Board is to approve a Historic Property Ad Valorem Tax Exemption Application for improvements to a contributing structure located at 42 Palm Square, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 4.5.1(J). BACKGROUND/PROJECT DESCRIPTION The subject property is located on the west side of Palm Square within the Marina Historic District. The property is zoned RM (Medium Density Residential) and contains a circa 1938 one-story, Minimal Traditional style single-family residence and detached single-car garage. At its meeting of June 4, 2014, the Historic Preservation Board approved a COA for minor additions and alterations to the residence consisting of a rear addition (155 square feet) to accommodate additional living area with the original shiplap siding replicated on the exterior, rear patio, and the installation of a decorative metal roof tile. The attachments in this report include a description of work, elevations, and photographs of the structure before and after the completed project. The applicant is now before the Board to request review of the Tax Exemption Application for the aforenoted site and building improvements. Landscaping associated with this project is not permitted as a legitimate expenditure as it is not interpreted as a "site improvement," pursuant to the Florida Administrative Code 1A-38. Based on State regulations, an Ad Valorem Tax Exemption can be approved for a project before, during, or after it has been undertaken. The applicant therefore requests consideration of the ad valorem tax exemption as the project has been completed. AD VALOREM TAX EXEMPTION LDR Section 4.5.1(J), Tax Exemption for Historic Properties Pursuant to LDR Section 4.5.1(J), a tax exemption is available for improvements to qualifying contributing properties in a designated historic district or individually designated properties, as listed in Section 4.5.1(1). Qualifying properties shall be exempt from that portion of ad valorem taxation levied by the City of Delray Beach on one hundred percent (100%) of the increase in assessed value resulting from any HPB approved renovation, restoration, rehabilitation, or other improvements of the qualifying property made on or after the effective date of the original passing of Ordinance 50-96 on November 19, 1996. LDR Section 4.5.1(J)(1), clarifies that the exemption does not apply to the following: (a) Taxes levied for payment of bonds; (b) Taxes authorized by a vote of the electors pursuant to Section 9(b) or Section 12, Article 7 of the Florida Constitution; or (c) Personal property. 42 Palm Square,Tax Exemption Application 2015-085 HPB Meeting March 18,2015;Page 2 of 4 LDR Section 4.5.1(J)(2), explains the exemption period shall be for ten (10) years, unless a lesser term is set by the City Commission. (a) The term of the exemption shall be specified in the resolution approving the exemption and shall continue regardless of any changes in the authority of the City to authorize such exemption or change in ownership of the property. (b) To retain an exemption, the historic character of the property and the improvements which qualified the property for an exemption must be maintained in their historic state over the period for which the exemption was authorized. LDR Section 4.5.1(J)(4) provides the parameters for qualifying properties and improvements. The subject property qualifies as it is listed on the Local Register of Historic Places. LDR Section 4.5.1(J)(5) requires that for an improvement to a historic property to qualify the property for an exemption, the improvement must: (a) be consistent with the United States Secretary of the Interior's Standards for Rehabilitation, as amended; and (b) be a constructed and/or installed improvement as approved by the Historic Preservation Board and as established in rules adopted by the Department of State, Division of Historical Resources, FAC 1A-38, as amended which defines real property improvements as changes in the condition of real property brought about by the expenditure of labor and money for the restoration, renovation, or rehabilitation of such property. Improvements shall include, but are not limited to: modifications, repairs, or additions to the principal contributing building and its associated accessory structures (i.e. a garage, cabana, guest cottage, storage/utility structures, swimming pools), whether existing or new. The exemption does not apply to improvements made to non-contributing principal buildings, existing non-contributing accessory structures., or undesignated structures and/or properties; and, (c) be consistent with Section 4.5.1(E), "Development Standards", of the City's Land Development Regulations; and (d) include, as part of the overall project, visible improvements to the exterior of the structure. STAFF COMMENT: The project meets the above criteria through previous approval by the Board of the associated improvements outlined above which constitutes its compliance with the Secretary of the Interior's Standards for Rehabilitation, as well as the rules of Florida Administrative Code 1A-38, promulgated by the Florida Department of State, Division of Historical Resources. The development project meets criterion (c) per the COA approval which applied the LDR Development Standards in the assessment of the proposal. Finally, the project meets criterion (d) as the project encompasses visible improvements to the exterior of the building and related property. LDR Section 4.5.1(J)(7), Any property owner, or the authorized agent of the owner, that desires an ad valorem tax exemption for the improvement of a historic property must submit a Historic Property Tax Exemption Application to the Planning and Zoning Department upon completion of the qualifying improvements. (a) The application shall indicate the estimated cost of the total project, the estimated cost attributed solely to the historic structure, and project completion date as determined by the Certificate of Occupancy issued by the Building Department. (b) The Historic Property Tax Exemption Application shall be accompanied by a copy of the most recent tax bill from the Palm Beach County Property Appraiser for the property; a new property survey illustrating the improvements; a copy of the building permit application indicating estimated project cost; a copy of the Certificate of Occupancy/Final Inspection; and photographs illustrating the before and after of each improvement, including both the interior, exterior, and all new construction. The photographs shall be identified with a date and description indicating the impact of the improvement. (c) The application must be submitted within three (3) months from the date of issuance of a Certificate of Occupancy. 42 Palm Square,Tax Exemption Application 2015-085 HPB Meeting March 18,2015;Page 3 of 4 (d) The Historic Preservation Planner will inspect the completed work to verify such compliance prior to Historic Preservation Board review. a. If the Historic Preservation Board determines that the work is a qualifying improvement and is in compliance with the approved plans and the review standards contained in Section 4.5.1(E), the Board shall recommend that the City Commission grant the Historic Property Tax Exemption Application. b. Upon a recommendation of approval of a Historic Property Tax Exemption Application by the Historic Presentation Board, the application shall be placed by resolution on the agenda of the City Commission for approval. The resolution of the City Commission approving the application shall provide the name of the owner of the property, the property address and legal description, a recorded restrictive covenant in the official records of Palm Beach County as a condition of receiving the exemption, and the effective dates of the exemption, including the expiration date. c. If the Historic Preservation Board determines that the work as completed is either not consistent with the approved plans or is not in compliance with the review standards contained in Section 4.5.1(E), the applicant shall be advised that the request has been denied STAFF COMMENT: The qualifying improvements were completed and submitted within three months of the Certificate of Occupancy which was issued on December 19, 2014. LDR Section 4.5.1(J)(8), Historic Preservation Exemption Covenant, explains the covenant required in order to qualify for the exemption: (a) To qualify for an exemption, the applicant must sign and return the Historic Preservation Exemption Covenant with the Final Application/Request for Review of Completed Work. The covenant as established by the Department of State, Division of Historical Resources, shall be in a form approved by the City of Delray Beach City Attorney's Office and applicable for the term for which the exemption is granted and shall require the character of the property and qualifying improvements to be maintained during the period that the exemption is granted. (b) On or before the effective date of the exemption, the owner of the property shall have the covenant recorded in the official records of Palm Beach County, Florida, and shall cause a certified copy of the recorded covenant to be delivered to the City's Historic Preservation Planner. Such covenant shall be binding on the current property owner, transferees, and their heirs, assigns and successors. A violation of the covenant shall result in the property owner being subject to the payment of the differences between the total amount of the taxes which would have been due in March of each of the previous years in which the covenant or agreement was in effect had the property not received the exemption and the total amount of taxes actually paid in those years, plus interest on the difference calculated as provided in Sec. 212.12(3), Florida Statutes. LDR Section 4.5.1(J)(10), Revocation Proceedings, provides guidelines to revocation of the tax exemption upon violation of the recorded covenant. (a) The Historic Preservation Board may initiate proceedings to revoke the ad valorem tax exemption provided herein, in the event the applicant, or subsequent owner or successors in interest to the property, fails to maintain the property according to the terms, conditions and standards of the Historic Presentation Exemption Covenant. (b) The Historic Preservation Planner shall provide notice to the current owner of record of the property and the Historic Preservation Board shall hold a revocation hearing in the same manner as in Section 4.5.1(M)(10), and make a recommendation to the City Commission. (c) The City Commission shall review the recommendation of the Historic Preservation Board and make a determination as to whether the tax exemption shall be revoked. Should the City Commission determine that the tax exemption shall be revoked, a written resolution revoking the exemption and notice of penalties as provided in Paragraph 8 of the covenant shall be 42 Palm Square,Tax Exemption Application 2015-085 HPB Meeting March 18,2015;Page 4 of 4 provided to the owner, the Palm Beach County Property Appraiser, and filed in the official records of Palm Beach County. (d) Upon receipt of the resolution revoking the tax exemption, the Palm Beach County Property Appraiser shall discontinue the tax exemption on the property as of January 1st of the year following receipt of the notice of revocation. The Sections noted above regarding the "Restrictive Covenant" and "Revocation Proceedings" are provided to demonstrate that the tax exemption is binding, and if violated, the property owner would have to comply with the consequences. ANALYSIS The tax exemption request complies with the criteria contained in LDR Section 4.5.1(J) as the Historic Preservation Board approved the associated improvements by making positive findings with respect to the applicable LDR Sections, Delray Beach Historic Preservation Design Guidelines, and Secretary of the Interior's Standards for Rehabilitation. Therefore, positive findings can be made with respect to LDR Section 4.5.1(J). ALTERNATIVE ACTIONS A. Continue with direction. B. Recommend approval to the City Commission of the complete Ad Valorem Tax Exemption Application for improvements to the property at 42 Palm Square, Marina Historic District, based upon positive findings with respect to LDR Section 4.5.1(J). C. Recommend denial to the City Commission of the complete Ad Valorem Tax Exemption Application for improvements to the property at 42 Palm Square, Marina Historic District, based upon a failure to make positive findings with respect to LDR Section 4.5.1(J). (Motion to be phrased in the affirmative. See above.) RECOMMENDATION Recommend approval to the City Commission of the Historic Property Ad Valorem Tax Exemption Application (2015-085) for improvements to the property at 42 Palm Square, Marina Historic District, based upon positive findings with respect to LDR Section 4.5.1(J). Report Prepared by:Amy E. Alvarez, Historic Preservation Planner PART TWO—PROPERTY PROPERTY INFORMATION: Proper Control_Number: d 2 fe3 gee ! ('3, 0660 3 8 a Legal Description (attach separate sheet if necessary): pa_(,,,t cs a i ()y row 14T 3 a c c39 i ry Zoning Designation: IQJ'l ID Property is: ✓in a Local Historic District Vin a National Register District Individually Listed on Local Register Individually Listed on National Register Use of Property Prior to Improvements: �.p Use of Property After to Improvements: iQ-e -/ • Original Date of Construction:6ai, I f - g Dates of Previous Alterations: /7E6 f1 '- i : `v,Wr...) moo( Has-the building ever been-moved or relocated? ( }Yes(1(}N0 If sae when? -- — From Where? Description of Physical Appearance Prior to Improvements: Provide info►I Idtion about the major exterior and interior features of the building.Desu ibe the builds►y in its existing condition(before improvement)—not as it was when first built(unless unchanged)or as it will be after improvement. Note the architectural style, exterior construction materials(wood, brick, etc.),type of roof(flat, gable, hipped, etc.}, number of stories, basic plan (rectangular, irregular, L-shaped, etc.), and dfstingufshing architectural-features (placement and type of windows, chimneys, porches, decorative interior features or spaces). Describe any changes that have been made to the building since its original construction(i.e.,additions,porch enclosures, new storefronts, relocation of doors and windows, and alterations to the interior). Other buildings houses, barns and sheds should also be described. Finally, discuss the way in which the bui the lding property ref such to ot hers s in the district in terms of siting,scale,material,construction,and date of construction. This 1 story,wood frame building is a single family home built in the Minimal Traditional style. This residence of approximately 1011 sq ft, is rectangular and it feature a porch across part of the front which was enclosed with glass prior to current ownership in 1980. It has a projecting gable end bay that intersects with the main gable of the roof which is currently covered in asphalt shingles (about 25 yrs in age.)Al1 of the original windows were replaced over time by metal awnings but the original wood frames remain. The frames have no decorative detail. There is a chimney on the north side in excellent condition. In 2001 a rear bathroom of approximately 50 Sq Ft was added to the rear of the house. It was distinguished from the historic structure with high windows and a small intersecting gable. It is not visible from the street. There is an additional detached single car garage also covered with asphalt shingles. The interior floor plan retains all the original walls,paneling,floors, and trim which are all _cypress. The trim is very plain with no decorative detail. Most of the cypress is stained with the m6Kception of the trim and the ceilings which were painted white and all are in excellent condition. �e original cypress mantle and working brick fireplace are in excellent condition. The front porch (approximately 78 sq ft) and rear porch(approximately 144 Sq ft) were both enclosed by previous owners. The rear enclosed porch floor is on a low concrete slab and well below the level of the rest of the house as is the front enclosed porch. The house and garage have been painted many times but the ship lap siding is is good condition except the bottom few boards. -7Zlri0Cs oC' — /9i ce Statement of Significance: L$ Y"Z Swim rarize how the builJniy contributes to the signift-dnct of-the- district This summary-should relate- to the significance of the district (including the district's period of significance) as identified in the National Register nomination or district designation documentation. Is it similar to other buildings in the district in scale, building materials, style, and period-of construction?- ?Tote important persons from the past associated with-the buirding, former uses of the property,and the name of the architect or builder,if known. This residence is listed as a contributing building on the National Registered Marina Historic District. It is FMSF #PB10294. It represents a style popular in th 1930's and illustrates the development history•of the area. The one block street where it is located has resisted development pressure and retains the 10 original homes. • PART THREE—PROJECT iNFORMATiON- Type_of request: (X) Exemption under 196.1997, F.S. (standard exemption) • ( Exemption. under 196_1_998 F.S. (exemptionn for properties occupied by.non-profit. organizations or government agencies and regularly open to the pubic) Project Start Date: £ 7: Z t� i q Project Completion Date: P'c- x�--1-r 1 �, 2 0( t f 41 (Certificate of Occupancy Issued by Building Department) 6 Total Estimated Project Costs: 02 0oi D©-a - Total-Project Cost Attributed Solely to the Historic Structure: /g o, ova a PART FOUR!APPLICATION-REQUIREMENTS UIREMENTS Please provide one complete of all applicable items noted below. ( Warranty Deed liurvey — Provide a copy of a survey from both before and after the improvements when the building footprint(s) has changed. tSite Plan, Exterior Elevations, Floor Plans—As approved by the HPB. ii{Attachment Sheets—When necessary. 0 Photographs (Labeled) — Provide a before and after photo of each exterior elevation, all new construction, and all interior improvements. Each page should contain a before and after photo of the same item; provide a corresponding description of the photos and the improvements. Photographs are not returnable. Polaroid photographs are not acceptable. Such documentation is necessary for evaluation of the effect of the improvements on the historic structure. Where such documentation is not provided, review and evaluation cannot be completed.This shall result in a recommendation for denial of the request for exemption. NOTE: Ali features should be identified with the approximate date, a description, and impact of work on existing feature. All pages should include the property address. Er-Most Recent Tax Bill cgApplicable Fee,payable to the City of Delray Beach- See cover sheet. *6 5- Executed Agent Authorization Form /t//-- 4/8- Ssfettgeff V Ch « lt • D -• Marina Historic District Page Four • V. PRESENT USE, CONDITION AND ZONING (Continued) . B. Current Zoning-- • • 2. .The remainder of Palm Square, unrecorded and. Blocks 126 and the west one half of block 118 is zoned RM10. 3. Block 127 and 128 and the west one half of blocks 119 and 120 are zoned R-IAA.' . VI. IMPACT • The Marina Historic District designation will give confidence and . strengthen the resolve of the neighborhood residents preserving the character and unique - quality of the historic' district. The designation also encourages restoration and preservation of historic buildings. • VII. RESOLUTION • The Marina area, with its varied building styles and examples of prominent architects of the time, is a composite of Delray ..Beach from 1922 to 1943. • The District's designation and recognition signifies a vital cultural link and .provides a continuity and pride of place that are irreplaceable and showcase priceless heritage and natural resources. It- is -resolved that the.Marina Historic District become an Historic District pursuant to Chapter 174 of The City of Delray Beach Code of Ordinances. This Instrument Prepared by and Return to: DEBORAH M. ALTHOUSE ALLIANCE TiTLE AGENCY, INC. 98 SOUTHEAST 6TH AVENUE DELRAY BEACH, FLORIDA 33483 JUN-I2-1996 2:3iPm 6--2043 3 ORB Property Appraisers Parcel Identification (Folio) Numbers: 1 Milli EI IMIII III#III!III 12-43-46-16-34-000-0380 Con 1851000.00 Doc 11295.00 Grantee SS #: 231789700 SPACE ABOVE THIS LINE FOR RECORDING DATA THIS WARRANTY DEED, made the 7th day of June,A.D. 1996 by MARCIE J. ROYLE, A SINGLE WOMAN, F/K/A MARCIE J. KOLK herein called the grantor, to CLAUDIA WILLIS ECHOLS whose post office address is: 160 MARINE WAY, DELRAY BEACH, FL. 33483, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" Include all the parties to this Instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the grantor, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in PALM BEACH County, State of Florida, viiz: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF SUBJECT TO restrictions, reservations, easements and limitations of record, if any, provided that this shall not serve to reimpose same; zoning ordinances, and taxes for the current year and subsequent years. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor hereby covenants with said grantee that the grantor is/are lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 1995. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first abov written. Signed, sealed and delivered in the presence of: L.S. Sigjatuce MA CIE J. R LE , f/ /a CIE J. KOLK b p \/ - .,s P.O. BOX 126, S N V EY, ID 3 Printe7rna rg .„4�%��s .4 Signature�to %,14.14_ Printed Signature STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before.me this 7th day of June, 1996 by MARCIE J. ROYLE*who is/are personally known to me or has produced a -b r V e-r s C • as identification and did (did not take an oath. *f/k/a MARCIE J. KOLK SEAL ��-4.a -l/Y7 • - pl- Not ry Signature (><Y Pfj OFFICIAL NOTARY SEAL �. }•}-1 1 ou2 �- �r B�iO DEBORAH M ALTHOUSE Printed Notary Signature 11w. * COMMISSION NUMBER ';.1U':, CC390222 My Commission Expires: TA ''• 4. MY COMMISSION EXP. `ct]F F�0 SS PT 1,1998 ' J.J. GIBSON AND ASSOCIATES, INC: , , • Engineers and Land Surveyors 2650 N.W. 1st. Avenue • Boca Raton,.Florida 33431 .. (-EPIC - I.'fa 21! !!, 44p .1!!!!n -- • . . ' J 48' .517 ----1 NS APP.ROVED AS CORRECTED • " '--g: 1 c-/ila‘-.4. e7 _ _ --...— ———--"zi 41 d fi q isysy PERMIT No. . i BuILDING: i•-.-i - .,.. ,:..,I ELECT. fk „„. -.. tutor i• PLUMBINa: - - ' V,,•-•-:-':k IfiE IN§PitfifiNt P- :.1 P.7-1:t' 1 _ ___ ,;1__ _ . .._____ _ ,..,'- __ _ ...(La:1- ; . 1 ._. .. .....,--F--,.,E c. 1. '., . 1 :24 i •z% . .i: Bth:- :j72 -:\1-1 _ _ r----:--- ..:::. ! `: 4 .1.;,: ;.i .11';‘• t—[. rrr. - h!ji11:- _I!., .- :II-, •:-:.-.. c i 1 --:--•• - -"" .14 • . . t , -',. ,...... .t;. _,: 2:, /7,6" .„.. : .., : 41 --..,.. , . . -10(._, • i........ • .--... - - • - -- - - - - - -• : _ ..::: - -.- : ....-j---i f • !Zt•.-2 _. • -c -=•,- I. . 1 . --I • - t--- (.6 1 Li-gi cz c..,... • !-, ....:1 --, . - . - I .. . _ i • i ,7.! • . . • 414 1;l, --. i 50 • . 1 _' I'll/III Of iggIfhOg • . • . , . . iz :.\.1 . 1.--- lit 546.g• • . PALL Rd:Uhl& . . , . : • .. Beginning at a point on the West side of Palm Avenue in Delray, : • Florida, at a point 313.6 feet South of Atlantic Avenue; thence South along said Palm Avenue a distance of 50.00 feet; thence West 1- . at right angles to Palm Avenue, a distance of 100.00 feet; thence ••• . North a distance of 50.00 feet; thence East 100.00 feet to the - • .r. -.- • • POINT OF BEGINNING, the North and South boundaries of said.tract'. .- . being parallel and 50.00 feet distant. Said tract being Lots 38 • and 39 on an unrecorded Plat of PALM SQUARE, a subdivision of ": . . ... ... ,• . Blocks 125 and 133, of the TOWN OF DELRAY, formerly Linton.- •_. :-..;,:••••-.. :....: *. .:•-• '... , CERTIFICATE: NOTE:NOT VALID UNLESS SEALED"I;VITI-i AN EMBOSSED SURVEYOR'S SEAL 1.,..:i.r --' THIS IS TO CERTIFY THAT I HAVE SURVEYED THEABOVE DESCRIBED PROPERTY AND HAVE ..•:;-i-::- . SET MARKERS AS INDICATED ON THE SKETCH AND THAT SAID SURVEY AND SKETCH ARE - ACCURATE AND CORRECT TO THE BEST OF MY KNOWLED jAND BELIEF. •: •••••,-..\.:•..,•-....: . •-;:-.:-,z, ,-7'.---- .--.*- . •i . _ . . . . Dated 44,541 239 State.91 Florida, -• •7.-,-': i.:;:1*-':' ' -:,-.4 , Boca Raton.Ronda - - . —.- - Dwg. No.: 81-120 - - -- = 1 I 1 1 T I 1 1 S I . le fd F rq=1:rxe eW-T.I.w SO4,10 I �• • I4 1 L 1 PROJECT DATA:OA Irxl<,w1yM?ENIRIVA TPASMIu--T _ _ _--__ • n61G1®rer.. CUOp MIA- ...,...od San..T.]1 Q dR memo 7Tcuae BM TO MAIN '- r.Aan.r..7a AM.- I.mea ea el...In. ere I _ a.,.f I.f c.•-r•w.... .I.Mew ea n...eve ea bile ../, 3 Male.0s1roolJ. .ee.an. .•w aerte . .'r r•r 100 e I TOMS ..0o0E.ea R. e a d'! GISY0I000aAee TO WAIN 1 K PARKNG DATAi eeaaea rra.orp ' I� 1 er0?IAA P.M 1.11.1 MO C EOS ■1•run 0.Yr.r WIlMVL. . _ u:ate`".u�rz IIwm1na :u' . . s. //'' �i }- fi V rases. 1leeee re/ Melt rer men el OO.rOKe 13311. 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ILI D I s BEDROOM CLO. -}---- I "---IPXISTING OUTLET FOR OW TO BECOME MEWOUTLLT FOR NEWOISPCSil.,4 SUITE - •-rctrg -I E%ISINQ REFRIG,OIIIIET TO REIN ;4.DEMOS STING SOFFIT UGMi-ISP.MA Or FW0.({) I I 1 1• RIP EXI NG 5WITCH FOR UNDERCOUNTER LIGHTS TO OPPOSITE SID!OF W UO 2 - 1 1`{ I GC TO BIAWAM OP ANTE SOWIT000 THAT SHIFTS THRU ATTIC 1ZN y F �„' b I SPACE A90V!EXISTING KITCHEN AND WILL NEED TO BE RC-ROUTED TO jyy E F ,�- ALLOW F 0.NEW VAULTED CEIUNO OVER NEW KROiEN (() M I -- EO., 1 :. 1 1biMMl I ���� LIVING CI I CZl`� ROOM Am I ,r I u •i 1 E I i \ I a" i i E • f 55T� \ I D, r _ I ./ BEG/DUROOM \1r\ \ � IV 4 n a_— --I I. I 1 U CLO. FRONT V ITCH ✓Fp\ I D—w I I I _ WALL LEGEND; ;. MCI I _ _L C Mill.cv.Fmrtnwrowuw �/ I C 1 11 w>n.a DNXN � AMMO --- � . a.uND I � �. _ RW COPE E HISTORICD PALM SQUARE COTTAGE; I „o PUNT DEMOLITION DEMOLITION FLOOR PLAN Cate UNEII,=D,. 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I irii J BUILD CABINET STORAGE THIS NOO(TO SERVICE � ` in NEW LAUNDRY ROOM-AS PER OWN R'S DIRECTIONI 1 :#•I (r)I 1►/ r I l eA NEW TANKLESS NATURAL GAS WATER HEATER () • 0- 3 I M�ISTTER �/I�'..1� • - .1S j1 1 I a' yn Q' I ` BATHROOM 14►� I/. r RAISE FINISH FLOOR THIS AREA TO MATOI MAIN FLOOR Y! O 11.�� �I ___�I !serf" / /� 1= RELOCATE EXISTING ELECTRICAL PANEL-SEE ELECT DRWGS Wag O H I /,J,I I REPLACE EXISTING WINDOW WITH NEW WINDOW ¢to ii `.1r (NEW UNR TDCOMPIETELY FILL EXIST'G/OWGINAL OPENNING WIDTIIBNEIG 1T0 j� 0 H N �l EXISTING CONDENSING UNIT TO REMAIN < tl. - 070 ` MA�STE :A"il:: .../III �® a O ka BEDROO 1�� ,,,.. _0 � O / CV SUTTEy. `�'^r I (THIS REMODEL SHATEN AREA OWNER) OF RENOVATION O �'�.�li�.� A�� 1 (REMODEL KITCHEN AS PER OWNER] [� lbb [I r g F WALL LEGEND; I k ,T�� , y G FI . 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P spofize- D =-. - - t t `fit .: 1 _ ""u° 1 -'zri -- Clid 4 - y"` `�_ ="L�. ink _- � VcE rC vt/ F� • F .1' -A - r..ti-17 '4- ;,-- *;14: Mk:- -,i_ r_.r....t7.-,_-;__ __„,,..= _____ __ _ .,,, ,, _. ..__1 _. ,:, .,_,...„.i,,...,„___,. __,,_ _..r ..iD*.,._....„'-; }t .ice S' - _'rtt _ —_-A * 4. _ -',-t-.•_-•2,i'---'--:,:"--4.-;,...-r::,- i }'4Y - . _ 4 s r = y - y � . . ,_ - - -� -_ a_4 Do_s�_ DL'y►(�v.4-nt��e 7D rmista-t_ _h t cG �7.ti i,rr Gr= I PART FIVE: APPLICATION REVIEW For Historic Preservation Planner Use Only. The Historic Preservation Planner has reviewed the Historic Preservation Property Tax Exemption Application for the subject property and hereby: (''*4Certifies that the above referenced property qualifies as a historic property consistent with the provisions of s. 196.199-7 (14), F.S. ( ) Certifies that the above referenced property does not qualify as a historic property consistent with the provision-of s 196.1997 11. F_& ( ) Certifies that the above referenced property qualifies for the special exemption provided under s._196.1998, F.S., for properties occupied by non-profit organizations or government agencies and regularly open to the public. ( ) Certifies that the above referenced property does not qualify for the special exemption provided under s. 19&.199 , P.S. The Historic Preservation Planner has reviewed the Historic Preservation Property Tax Exemption Application for the subject property and herd ( Determines that improvements to the above referenced property are consistent with the Secretary of Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and the criteria set forth in Chapter 1A-38, F.A.C. •) Dete€miries-that improvements-to-the above€€fereneed property are not oonsistant with the Secretary of Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and the criteria set forth in Chapter IA-38, F.A.C. All work not consistent with the referenced Standards, Guidelines and criteria are identified in the Review Comments. Recommendations to assist the applicant in bringer the proposed work into€ompliance with the referenced Standards, Guidelines and criteria are provided in the Review Comments. The Historic Preservation Planner has reviewed the Historic Preservation Property Tax Exemption Application for the subject property and hereby: (NJ) Determines that the completed improvements to the property are consistent with the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and other criteria set forth in Chapter 1A 38, F.A.C., and, therefore, recommends approval of the requested historic,.preservation tax exemption. ( ) Determines that the completed improvements to the above referenced property are not consistent with the Secretary of the Interior's- Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and other criteria set forth in Chapter 1A-38, F.A.C., and, therefore, recommends denial of the requested historic preservation tax exemption for the reasons stated in the Review Comments below. Review Comments: � r 51LW\ \q0A/ Signature Typed or printed name / A(( -1 " Title \j64.6114. 4-1,yeadve Yt 11W� 1 ' 5-/8- PART SIX: OWNER ATTESTATION I hereby attest that the information I have provided is, to the best of my knowledge, correct, and that t own the- property described above or that l- am legally the-authority in-charge- of the-. property. Further, by submission of this Application, I agree to allow access to the property by the Historic Preservation Planner of the City of Delray Beach, Planning and Zoning Department, artd appropriate representatives of the local government frorrr which the exemption is being requested, for the purpose of verification of information provided in this Application. I also understand that, if the requested exemption is granted, t will be required: to enter into a Covenant with the local government granting the exemption in which I must agree to maintain the character of the property and the qualifying i rovements for the term of the exemption. • cu)pi r�- v I i(4y(- Name. Sig Date_ Complete the following if signing for an organization or multiple owners: Titer Orgarsizatiorn Raase- I hereby apply for the historic preservation property tax exemption for the restoration, rehabilitation or renovation work as approved by the Historic Preservation Board. t attest than the information provided- is, to the best of my knowledge, correct, and-that in my opinion the completed project conforms to The Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and is consistent with the work approved by the Historic Preservation Board. I also attest that I am the owner of the property described above or, if the-sty is not owned by a€-individual; that Ir am-the duly authorized representati to of the owner. Further, by submission of this Application, I agree to allow access to the property by Historic Preservation Planner of the City of Delray Beach, Planning and Zoning Department, where such office exists, and appropriate representatives of the local government from which the exemption is being requested, for the purpose of verification of information provided in the Application and this Request I-understand that, if the requested exemption is granted-, t wilt be- required to enter into a Covenant with the local government granting the exemption in which I must agree to maintain the character of the property and the qualifying improvements for the term of the exemption_- t also: understand:that-falsification of factual representations in this Application or Request is subject to criminal sanctions pursuant to the Laws of Florida. L44t)d)r/f' W/ l l4 s eee-trie-ac 60 _4 4 Name Signature Date Complete the following if signing for an organization or multiple owners: Title. Organization name- 6/8 COUNTY OF PALM 1:5bAC1i: NU I lUt Ul- AU VALUKtM IAA,.. tbA171/ NUP41:/: UV,A,,,U7 ,,M, A "t,,,,..,y, 7P17.,,:„:.:::.: ,:...,..,:.::::;;?:.H.:2.•:- .,--,,.]:Ef:Stoitiv,(0,...tiONt, 41..4................... LEGAL DESCRIPTION , ': '-'81EAte, COCLEttaitN6,'- ,-.';',.citilc:::g'..'..:', at‘. ..iiititiiiglittilifERtit.;1,'4; -T-- :,!,..--,:,-,-,,:„,,,T,!-„,i,::,,„,..:.,-,:;.;.:,::::,,,,,!.- ,.--..:::.:.•:-:-.::',. ::-..1.--.2.?,,,::,,ib. pRgpERTyrc.o.rm.ok,.t.-1,9... ..E-„::,.yg.,-,,: ,,,-„ 12-43-46-16-34-000-0380 2014 207022769 (COLLECTOR NO 'PALM SQUARE UNREC LTS 38& 39 IN OR1293P584 • . R 6-13832 WILLIS CLAUDIA ,--ix - ANNE M. GANNON 160 MARINE WAY 55:-.,:gta. DELRAY BEACH FL 33483-5321 • . 4.-"'."'''''''-`41.1‘ CONSTITUTIONAL TAX COLLECTOR _ 111111m 1111-1-1 Iilit11- IIIIIIIIIIIIIIIIIIIstigg111.1111111"111111 •tc,;....1. V,s.,::iili. Serving Palm Beach County Serving you. www.pbctax.com 2014 JUNE REAL ESTATE INSTALLMENT BILL • :,';',k1•:;','','IiiiiiicitiliiitisT4iiiiiiiikri9OMEit1311V14#;BE•P,%ipoi-41)ii.p.siig1SipA1:"..ET.:0.,:0h*:40(;(1N.....*g•,;ci,..:124:,•1i.4.,,,..siA(t..,nn:.,..t,..NT..fOr.0*O T PLAN • ..,.._ F..,_____. ----- --.._!.._-• 277 -.,-,...\-7-..,,,,,,,,,77.--- ,,,v,,,,,,,,, :..,•,, :,.::,,,,,,- ,--..,,,, ,...,,,,,,.,-, -• - -- - a ,,,,.---;.,-- P'..,, ,, ,,,,,, ,wi, ,,‘,.--..,, ,,:,i ,,,..•••• ,,,,N,,,,,,,,,,,,,,... i-,,,,...:,,,., . -s;: ,-.,... 6,..,.'....: '-y,m-,..:, .:!,,,.-"::.- Ec..-J i.-;,;,-, ,.:;.-,,•i 1,..-,,::-,H,,i.':i.,.1 •,.,..,t,,,..._.,,_ • _ ,„„,-.,-..-,J.-..,.,i.,,,,,,,,,4, ,,i,,,,,,,•], :,.,,,,,..J,,,,,,,,,..„ J.,:-.1 ,......., ,:-•!.:1.:1;,.; ]••M ,!•.::'.•.::...,•••• 1E so. — • a me r-:7;:, .,--. ,C:1,' ,. 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Payment must be received by June 30,2014. $1,518.61 . $1,518.61 DETACH HERE **SEE REVERSE SIDE FOR INSTRUCTIONS AND INFORMATION** Cs ---' DETACH HERE • - - • ..._ , • ‘., • Photos 42 Palm Square, Delray Beach, Florida 33483 Page 1 East view-pre and post renovation.The East view was only affected by the new roofing material which is metal shingles. Page 2 West view-pre and post renovation.The roof line was extended to accommodate a 5'6"addition across the back of the home.The level of the existing rear roof(a former enclosed porch by previous owner date unknown)was raised to match the existing level of the original house.The openings were relocated in the new wall and replaced with hurricane proof window and door.The new rear wall is cypress siding milled to correspond with the existing. Page 3 North view-pre and post renovation. An existing roof overhang(there was an orchid-lath building attached by prior owner)was removed and the kitchen window was replaced by the size of the original frame as former owner had filled in the frame partially when they installed metal awnings.The new window is metal and hurricane proof and trimmed by the original cypress and shutters to keep the window shutters uniform on the north side.Also the roofline was raised on the west potion to accommodate the raised floor level which can be seen slightly from the north side. Page 4 South view-pre and post renovation.The only change visible for the south side is the 5'6"addition on the very rear of the house.This view is partially obscured by the garage. Page 5 West interior kitchen view-pre and post renovation.The kitchen was totally gutted,the wall separating the kitchen and dining area removed,the ceiling raised,the north window replaced with original size and the floor level raised to match existing house.The metal awning windows in the west exterior wall were replaced with hurricane glass windows and the door was relocated to the south side of the room where the laundry area was also moved. 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Ik-Sr �j vu fl v?i t - TLI O t�1 ��j It-L $'ate PC � (ki v3 1 HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: March 18, 2015 ITEM: 227 Dixie Boulevard, Sunflower Creative Arts Child Care, Del-Ida Park Historic District— Certificate of Appropriateness, Class V Site Plan, and Waiver requests (2015-041) for the adaptive reuse of a contributing structure from a single-family residence to a child care facility. GENERAL DATA: Owner Barbara Marshall, George McMurrain, ,�— Thomas McMurrain, and Marlene o��r 'T — I I McMurrain McKay Trust I �4,�Y g�v_.--� 12TH ST Agent. Urban Design Kilday Studios I I I I I I_ I Contact: Joni Brinkman I I I I i N.E. 11TH ST. Location. 227 Dixie Boulevard I I jg — Ili - lIII I I Property Size. .56 acres N.E. I`°" I L II I I II ri ) Futureand Use Map:... Transitional (TRN) N.E 9TH ST. • Current Zoning. Residential Office (RO) - 1 1 I - I lt,_ GE°RG(; ` '\BUSH B°U Rp Adjacent Zoning _ I I i — .WA'' .!� I North: RO South: RO N.E 7TH I ST. , �,.= �' East: RO l _ <� . �a� _ I West: RO l I , &• `� 41 —o Ot Existing Land Use' Single-Family W �`�� t • Ln .. . 5TH TERN..h Proposed Land Use:..... Child Care Facility iiUUH Water Service. Existing 8" main along Dixie Boulevard N.E 5111 I ) G. Sewer Service. Existing 8" main along Dixie Boulevard , 'I (e I I z N.E. STH ST. y x — o ,.1 W 4 — i z I _ N.E. 4TH ST. 'UI)II� _ Llis t It— — Ali - — _ -IY 111—, - N_E . i N ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA), Class V Site Plan, and Waiver requests associated with the adaptive reuse of a single-family residence to a Child Care Facility on the property located at 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property consists of .56 acres (Lots 15, 16, & 17, and the southerly 1/2 of Lot 18, Block 18, Del-Ida Park) within the Residential Office (RO) zoning district. A circa 1949, one-story, ranch style single-family residence is located on the property, and is classified as contributing in the Del-Ida Park Historic District. At its meeting of January 20, 2015, the City Commission approved a Conditional Use request to permit a Child Care Facility (Sunflower Creative Arts Child Care) to be established at the subject property. The submitted Description of Proposed Use indicates that "Sunflower" was established 22 years ago, and is presently located inside a church in Boca Raton. Sunflower is looking to establish their first "home" and "create a facility for licensed child care, providing an arts and nature-based alternative day care option to parents in the area." The facility will provide service for up to twenty-five (25) pre-school aged children between the hours of 8:30am and 2:30pm, with extended care hours from 8:OOam-6:OOpm. A wood privacy fence will screen the "nature" playground area from view while providing security for the students. The Conditional Use request was subject to the following conditions: 1. That should the Royal Poinciana tree be removed, due to necessity (i.e. poor condition) or other justifiable means, then an appropriate substitution should be required as deemed acceptable by the City's Landscape Planner, and in accordance with the LDRs; 2. That a site plan, similar to the plan submitted for Conditional Use review be granted approval by the HPB; and, 3. That compliance with LDR Section 4.3.3(E) be assured; with a plan specifying the dedicated areas for the students, a statement explaining the proposed play area to include any relevant exhibits or illustrations, and a statement of commitment regarding compliance with State and County regulations. There are no other requests on file for the subject property. The subject request is a Class V Site Plan for the adaptive reuse of the single-family residence to a Child Care Facility. The project consists of the adaptive reuse of the 3,132 square foot, contributing structure from a single- family residence to a Child Care Facility, along with associated site improvements including a thirteen (13) space parking area located on the east side of the property. The front elevation of the historic structure will not be altered, and the color scheme will remain as exists. Exterior alterations on the other elevations consist of the following: • South Elevation (Side Interior): Addition of a casement window, and removal of a window and replacement with a double 8-light French door, addition of an entrance ramp and aluminum, powder coated railing. • West Elevation (Rear): Replacement of a window with a single, 8-light French door, replacement of a set of single-light sliding doors with a single, 8-light French door, replacement of a solid door, with a single, 8-light French door, addition of a casement window, addition of an entrance ramp and aluminum, powder coated railing. 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18, 2015 Page 2 of 15 • North Elevation (Side Interior): Replacement of an existing awning window with a casement window, replacement of an existing window with a single, 8-light French door, addition of an entrance ramp and aluminum, powder coated railing. Site improvements consist of the following: • Provision of a thirteen (13) space parking area to the side of the historic structure, and between the mature Poinciana tree, which highlights the side lot, and Dixie Boulevard. A one-way circular drive, finished with permeable pavers, provides entry from Dixie Boulevard and runs through the parking area, in front of the structure where a drop-off area is provided, and exits back onto Dixie Boulevard, forward of the maintained two-car garage. • Installation of a six foot (6') wood fence, separating the play area in the backyard, and the parking area. • Installation of a six foot (6'), green vinyl chain link fence along rear and side interior, to be screened by landscaping. • Installation of seven (7), freestanding light fixtures at front of property adjacent to the parking area and drive aisle. • Landscaping improvements throughout the site. Three (3) waiver requests have been submitted, as follows: • LDR Section 4.5.1(E)(3)(b)1., Buildings, Structures, Appurtenances and Parking, Parking, requires that parking be located adjacent to a building, or in the rear of the property, whereas a portion of the parking is located forward of the front wall plane of the historic structure. • LDR Section 4.6.16(E)(3), Landscape Design Standards, Vehicular Encroachment requires that a 411 nine foot (9') island terminate each parking row, where a width of five feet (5') has been provided at the east side of the property, and a width of six feet, four inches (6'4") has been provided adjacent to the handicap space. The COA, Class V Site Plan, and associated waivers are now before the Board for consideration. SITE PLAN ANALYSIS Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. Pursuant to LDR Section 4.3.3(E), Child Care Facilities: (1) Lot Area: The minimum lot area shall be 7,500 square feet. (2) Floor Area: Facilities shall contain a minimum floor area of 35 square feet per child, exclusive of space devoted to bathrooms, halls, kitchen, offices, and storage. (3) Outdoor Area: There shall be a minimum area of 75 square feet of outdoor play area per child. The play area shall be located on the same lot as the principal use and shall not be located in the front yard setback or adjacent to any outdoor storage area. The play area shall be surrounded by a six-foot high fence or wall. (4) Loading Area: A pickup and drop-off area for children shall be provided in a convenient area adjacent to the building and shall provide clear ingress and egress to the building. (5) Other Regulations: All child care facilities shall comply with State and County regulations. 227 Dixie Boulevard,Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 3 of 15 STAFF COMMENT: The subject property consists of approximately 24,393 square feet, which significantly exceeds the minimum lot area required for child care facilities. Based on the desire to limit the enrollment to a maximum of 25 children, a minimum of 875 square feet would be required. The structure contains a total of 3,132 square feet; approximately 1,230 square feet is dedicated for child care use, exclusive of bathrooms, halls, kitchens, offices, and storage, as noted above. The play area is located to the rear of the property and will be improved for use as a natural playground setting, as opposed to large playground equipment being installed. In accordance with the requirement above, the minimum play area requirement for 25 children is 1,875 square feet, whereas approximately 7,105 square feet will be dedicated to the play area. A drop off area adjacent to the main entry has been provided, which is a convenient placement with clear and safe ingress and egress. Pursuant to LDR Section 4.4.17(D)(1), Residential Office District (RO), Conditional Uses and Structures Allowed: Child Care facilities are allowed within the RO as a conditional use. STAFF COMMENT: The proposed "Child Care" use is permitted in the RO district as a conditional use which was approved by the City Commission. Pursuant to LDR Section 4.4.17(F), Development Standards, the development standards as set forth, for the RO District, in Section 4.3.4 apply. Standard ;_Proposed I Lot Coverage (Max) 40% 12.8% Setbacks (Existing) Front (South) 25' I 39.9' Side Interior(West) 7'6" I 12.4' Side Interior(East) 10' 87.3' Rear(North) 10' 41.9' I Open Space (Min) 25% 54% STAFF COMMENT: The chart above illustrates compliance with the required development standards. Therefore, positive findings can be made. Pursuant to LDR Section 4.4.17(G), Supplemental District Regulations: Supplemental district regulations as set forth in Article 4.6 are applicable. STAFF COMMENT: A review of Article 4.6 is provided further in this report. Pursuant to LDR Section 4.4.17 (H), Special Regulations (1) All buildings and structures shall appear to be residential in character regardless of the actual use therein, shall be kept in a sound and attractive condition, and in established neighborhoods shall be generally compatible in architectural style and scale with the surrounding area. (2) A building or structure in the RO District may contain either a residential use, an office use, or a mix of uses. (3) All parking for nonresidential principal uses and conditional uses shall be located in the side or rear yard or adjacent to a rear alley. No parking shall be located in the area between any street and the structure (building). Where there are existing buildings, administrative relief[Section 2.4.7(D)]may be sought from this subsection (3) provided it is determined that compliance with these provisions is not feasible and that the residential character of the area will be maintained • 227 Dixie Boulevard,Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 4 of 15 and that such parking area shall be substantially screened from off-premises view by, at least, a four-foot high hedge. STAFF COMMENT: The proposed adaptive reuse of a contributing structure within the Del-Ida Park Historic District is appropriate and strives to maintain the existing residential character by limiting the alterations on the exterior, particularly the front elevation where the main entrance and garage door will remain. The proposed parking area for the facility has been located to the side of the structure, with a majority of the parking behind the foremost wall plane, while the balance of parking faces the street. A one-way circular drive provides access from Dixie Boulevard at the east side of the property through the parking area, and runs in front of the structure, with the egress from the site at the west side of the property. In regards to Subsection (3) above, there is parking which faces the street, and is forward of the structure (between the street and structure), thereby not 100% compliant with the regulation, which is not feasible. However, administrative relief has been granted given the placement of the parking to the side of the structure, as opposed to directly in front of it, and the proposed landscaping to assist in screening the parking, as required above. The hedging provided will consist of Firebush, Thryallis, and Blue Plumbago, planted at a height of 24", but to be maintained at 48". Article 4.6, Supplemental District Regulations Pursuant to LDR Section 4.6.8, Lighting: All developments/redevelopments are encouraged to utilize energy efficiency lighting. Pursuant to LDR Section 4.6.8(A)(1), General Requirements, Luminaries Height: The maximum 411 height for luminaires on buildings and structures is 25' or eave overhang, whichever is lower, and 25' for a parking lot. STAFF COMMENT: There are seven (7) freestanding light fixtures within the parking and driveway areas which measure approximately 12' in height to the bottom of the "hood", as well as four (4) wall mounted lights on the side and rear elevations installed at eight feet (8') in height. Pursuant to LDR Section 4.6.8(A)(2), Cutoff Luminaire Required: All perimeter exterior lighting shall be full cutoff luminaries to minimize spillover on adjacent properties. In order to decrease urban glow, no luminaries shall be directed upwards. Pursuant to LDR Section 4.6.8(A)(3), Illumination Standards: The applicable illumination standards are as follows: Foot Candles I Max Permitted Min. Permitted Provided Commercial Parking Lot 12 1.0 6.8— 1.0 Building Entrance 10 1.0 I 6.8— 1.0 STAFF COMMENT: The submitted photometric plan illustrates minimal spillover to the adjacent properties with 0.0 provided on the property to the east, which is a residential use, and a maximum of 0.2 on the property to the west, which is also a child-care facility. The photometric plan also appears to be in compliance with the Illumination Standards listed above, and within an appropriate foot candle range given the residential neighborhood where it will be located, and the residential uses adjacent to and across the street from the property. 227 Dixie Boulevard, Sunflower Creative Arts Daycare; 2015-041 HPB Meeting March 18,2015 Page 5 of 15 Pursuant to Section4.6.9(C)(1)(c)(3), Number of Parking Spaces Required, General Provisions, Bicycle Parking, bicycle parking facilities shall be provided in a designated area and by a fixed or stationary bike rack for any non-residential use within the City's TCEA which, through the development review process, is determined to generate a demand. STAFF COMMENT: The subject property is not located within the TCEA. However, a bicycle rack has been indicated on the plans at the front of the building, in front of the garage door. Bicycle parking is strongly recommended given the location of the business and its centralized location within established neighborhoods, and its proximity to the downtown. Four (4) generic bike rack details have been provided, which are acceptable; however, a decorative style appropriate to the structure, or the type of business, such as the shape of a child, should be considered. Pursuant to Section4.6.9(C)(1)(g), Number of Parking Spaces Required, General Provisions, Compact Car Parking, up to 30% of the required parking for any use may be designated for compact cars. Such approval may be granted concurrent with approval of the site and development plan. Spaces which are provided in excess of the number required may also be designated and designed as "compact car parking". Pursuant to LDR Section 4.6.9(C)(7)(h), Number of Parking Spaces Required, Other Uses, Child Care and Adult Day Care, shall provide 1/300 square feet of gross floor area. STAFF COMMENT: The gross floor area of the structure is 3,132 square feet, which requires approximately 10.44 parking spaces. Thirteen (13) parking spaces have been provided, which consist of one handicap space, two (2) compact spaces, and ten (10) standard spaces. Pursuant to LDR Section 4.6.9(D)(3), Design Standards, Points of Access to the Street System, Minimum Width, the point of access to a street or alley shall not be less than 12' for a one-way driveway or parking lot aisle. STAFF COMMENT: The proposed driveway measures twelve feet (12') from Dixie Boulevard, and expands to a width of twenty-four feet (24') within the parking lot aisle. The width is then reduced as it crosses in front of the structure, with the drive aisle measuring twelve feet (12') with an adjacent ten foot (10') wide drop-off area. The driveway then maintains the twelve foot (12')width as it exits back onto Dixie Boulevard. Pursuant to LDR Section 4.6.16(A), Landscape Regulations, Purpose, the objective of this article is to improve the appearance of setback and yard areas in conjunction with the development of commercial, industrial, and residential properties, including off-street vehicular parking and open-lot sales and service areas in the City, and to protect and preserve the appearance, character and value of the surrounding neighborhoods and thereby promote the general welfare by providing minimum standards for the installation and maintenance of landscaping. STAFF COMMENT: The site presently consists of an array or trees and other landscaping; many of the shrubs and smaller trees will be removed. Of particular interest, is the Royal Poinciana in the center of the side lot and the Live Oaks to the east side of the property, all of which will remain. The new landscaping, which exceeds the minimum requirements, will consist of a variety of trees (ex. Gumbo Limbo, Red Maple, . Silver Buttonwood, and Green Buttonwood), palms, shrubs, and groundcover. 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 6 of 15 Technical review for compliance with the subject Landscape Regulations has been found to be complete, with the exception of two items, as indicated below by the Landscape Planner: 1) Show any overhead lines on the landscape plan. This comment has NOT been addressed. Although the 0/H lines are shown, the proposed trees adjacent to these lines are not FPL- approved species. Either shift the trees farther away from the 0/H lines or switch to an approved species. 2) Per LDR 4.6.16(E)(3), landscape islands are required to be a minimum of 9 feet in width exclusive of the curb area. A landscape island is missing between the handicap space and the building. This comment has NOT been addressed. Although the required island has been provided, it does not meet the minimum width requirement. Both terminal landscape islands along the eastern-most parking row need to be a minimum of nine feet (9) exclusive of curbing. Currently, these islands are about five feet(5) in width. The item regarding the FPL approved species has been added as a recommended condition of approval. The item regarding the landscape islands widths is reviewed further in this report as a waiver has been submitted seeking relief to the requirement. CPTED (Crime Prevention Through Environmental Design) Review The City's Certified CPTED Practitioner from the Police Department analyzed the plan for compliance with the following CPTED Principles: Natural Access Control, Natural Surveillance, Lighting and Landscaping, and Safety Security. The review has concluded with no outstanding issues. SECTION 4.5.1 HISTORIC PRESERVATION DISTRICTS AND SITES Pursuant to LDR Section 2.4.6(H)(5), Procedures for Obtaining Permits and Approvals, Certificate of Appropriateness for Individually Designated Historic Structures and all Properties Located within Historic Districts, Findings, prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. STAFF COMMENT: In accordance with the above, the aforenoted criteria has been analyzed throughout this report. Pursuant to LDR Section 4.5.1(E), Historic Preservation Sites and Districts, Development Standards, all development regardless of use within individually designated historic properties and/or properties located within historic districts, whether contributing or noncontributing, residential or nonresidential, shall comply with the goals, objectives, and policies of the Comprehensive Plan, these regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. STAFF COMMENT: In accordance with the above, the aforenoted criteria has been analyzed throughout this report. Pursuant to LDR Section 4.5.1(E)(2)(b)2.-3., Major and Minor development: The subject proposal is classified as Major Development as it is "the construction, reconstruction, or alteration of a building in excess of twenty-five percent (25%) of the existing floor area, and all appurtenances", and "the construction, reconstruction, or alteration of any part of the front facade of an existing contributing residential or non-residential structure." 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 7 of 15 STAFF COMMENT: In accordance with the criteria above, the subject proposal has been review as Major Development. Pursuant to LDR Section 4.5.1(E)(3)(a)1.a., Buildings, Structures, Appurtenances and Parking, Appurtenances, Fence and Walls, chain-link fences are discouraged. When permitted, chain-link fences shall be clad in a green or black vinyl and only used in rear yards where they are not visible from a public right of way, even when screened by a hedge or other landscaping. STAFF COMMENT: The subject proposal includes the provision of a 6' wood fence and new green, vinyl clad chain link fencing at the rear and rear-sides of the property. There are existing portions of chain-link fencing along the perimeter of the property, as well, which will remain. While chain link is strongly discouraged in historic districts, there will be a significant amount of landscaping adjacent to the fences which will assist in screening. Pursuant to LDR Section 4.5.1(E)(3)(b)1., Buildings, Structures, Appurtenances and Parking, Parking, parking areas shall strive to contribute to the historic nature of the properties/districts in which they are located by use of creative design and landscape elements to buffer parking areas from adjacent historic structures. At a minimum, the following criteria shall be considered: a. Locate parking adjacent to the building or in the rear. b. Screen parking that can be viewed from a public right-of-way with fencing, landscaping, or a combination of the two. c. Utilize existing alleys to provide vehicular access to sites. d. Construct new curb cuts and street side driveways only in areas where they are appropriate or . existed historically. e. Use appropriate materials for driveways. f. Driveway type and design should convey the historic character of the district and the property. STAFF COMMENT: The subject proposal complies with the intent of the subject regulation, as all of the parking has been situated to the side of the historic structure. However, six (6) of the thirteen (13) spaces are facing Dixie Boulevard, and are forward of the foremost wall plane of the historic structure, thereby not meeting the regulation. A waiver to this requirement has been submitted, which analyzed further in this report. Pursuant to LDR Section 4.5.1(E)(5), Standards and Guidelines, a historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Standards A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard 1) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard 2) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard 9) 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 8 of 15 STAFF COMMENT: In consideration of the applicable Standards noted above, the proposal meets their intent by providing an appropriate adaptive reuse of a historic structure from single-family residence to a child care facility which necessitates minimal alterations to the building, while the site's alterations are primarily located to the side of the building. The character will be minimally altered, and not negatively impacted. The new doors and casement windows are appropriate and compatible, while slightly differentiated with the installation of casements where the new windows were added. Pursuant to LDR Section 4.5.1(E)(8)(a-m), Visual Compatibility Standards, new construction and all improvements to both contributing and noncontributing buildings, structures and appurtenances thereto within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth elsewhere in Section 4.5.1. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m) below. STAFF COMMENT: The Visual Compatibility Standards listed in this Section have been by the proposal. Minimal, yet appropriate and compatible, alterations have been made to the structure, and those significant alterations made to the site are also appropriate, and their individual review for compliance with technical requirements has been provided. I WAIVER REVIEW AND ANALYSIS Pursuant to LDR Section 2.4.7(B)(5), Procedures for Obtaining Relief From Compliance With Portions of the Land Development Regulations, Waivers: Prior to granting a waiver, the approving body shall make a finding that the granting of the waiver: (a) Shall not adversely affect the neighboring area; (b) Shall not significantly diminish the provision of public facilities; (c) Shall not create an unsafe situation; and, (d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. Pursuant to Pursuant to LDR Section 4.5.1(E)(3)(b)1.a., Buildings, Structures, Appurtenances and Parking, Parking, locate parking adjacent to the building or in the rear. The applicant has submitted the following excerpt to justify the waiver request: "...The applicant, in an effort to preserve and utilize the building the existing rear and side yard of the property for a `Nature Play Area', is proposed to locate six (6) of the thirteen (13) proposed parking spaces adjacent to Dixie Boulevard in the front yard, southeast of the structure. This allows the project to maintain the view to the historic structure." The complete justification letter is included as an attachment. J 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 9 of 15 STAFF COMMENT: In considering the location of the parking spaces to the side of the structure (although forward of the front wall plane), the waiver request may be supported in that the parking location is appropriate and will not adversely affect the neighboring area, while maintaining a clear viewpoint of the historic structure. Also, the intent of the regulation is to prohibit the location of parking directly in front of structures within historic districts, and the intent of this requirement has been met. Additionally, the provision of public facilities will not be impacted, and the type of waiver request will not create an unsafe situation. This type of waiver would be similarly supported in other situations with the adaptive reuse of historic structures striving to appropriately situate their parking areas, while maintaining the historic integrity of the site. Lastly, the Board should consider the impact on the site if the waiver is not granted. The parking area would be setback further into the property, and would negatively impact the play area at the rear of the property, thereby limiting the ability to maintain the mature Royal Poinciana tree, requiring additional hardscaping. Given the above, the subject waiver can be supported as positive findings can be made. Pursuant to LDR Section 4.6.16(E)(3), Landscape Design Standards, Vehicular Encroachment, landscape islands are required to be a minimum of 9 feet in width exclusive of the curb area. Two waivers have been requested for each landscape island which does not meet the landscape island width: one island measures five feet (5') and is adjacent to the side interior property line, while the other measures six feet, four inches (6'4"), and is situated between the handicap parking space and historic structure. The applicant has submitted the following excerpt to justify the waiver request: "...The applicant is requesting to waiver the nine (9) foot width requirements of the terminal islands as they occur in the north parking bay in order to preserve the proposed number of seven (7) parking spaces shown on the site plan to provide a more substantial island near the structure...The applicant believes that this design provides a balance of the proposed planting areas and continues to provide a uniform design and adequate screening, meeting the intent of the City's regulation." The complete justification letter is included as an attachment. STAFF COMMENT: In consideration of the requests to reduce the required landscape islands terminating each side of the north parking bay, the waiver may be supported in that the reductions, while less desired, still provide ample landscaping, and are supplemented by additional landscaping in the adjacent green areas which also assists with screening the parking, thereby not adversely affecting the neighboring area. Additionally, the provision of public facilities will not be impacted, and the type of waiver request will not create an unsafe situation. Lastly, this type of waiver would be supported in similar situations when selecting specific parking area locations to avoid negatively impacting historic properties. Further, the Board should consider the impact on the site if the waiver is not granted, which would eliminate at least one parking space (three spaces are provided above the requirement); however, the elimination of a space that the applicant has determined is necessary for the Child Care Facility has the potential to negatively impact the neighborhood, if a visitor is unable to park on site or utilizes the drop-off space for parking. Given the above, the subject waivers can be supported and positive findings can be made. IL • 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18, 2015 Page 10 of 15 REQUIRED FINDINGS Pursuant to LDR Section 3.1.1, Required Findings, Prior to the approval of development applications, certain findings must be made in a form which is a part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body which has the authority to approve or deny the development application. (A) FUTURE LAND USE MAP: The resulting use of land or structures must be allowed in the zoning district within which the land is situated and said zoning must be consistent with the applicable land use designation as shown on the Future Land Use Map. STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of TRN (Transitional) and zoning designation of RO. The zoning district is consistent with the TRN Future Land Use Map designation. The proposed office use is permitted, and therefore, appropriate. Thus, positive findings can be made with respect to Future Land Use Map consistency. (B) CONCURRENCY: Concurrency must be met and a determination made that the public facility needs, including public schools, of the requested land use and/or development application will not exceed the ability of the City and The School District of Palm Beach County to fund and provide, or to require the provision of, needed capital improvements in order to maintain the Levels of Service Standards established in Table Cl-GOP-1 of the Comprehensive Plan. • STAFF COMMENT The applicable Concurrency items are noted as follows Water and Sewer: Sewer and water services are provided to the property via two separate an 8" mains which run down the center of Dixie Boulevard; a fire hydrant exists directly across the street from the property. Pursuant to the Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant for the City at build-out. Pursuant to the Comprehensive plan, treatment capacity is also available at the South Central County Regional Waste Water Treatment Plant for the City at Build- out. Streets and Traffic: The anticipated traffic increase is 106 new daily trips (16 new am peak hour trips, 16 new pm peak hour trips), which has been approved by Palm Beach County Traffic Division, subject to a build-out date no later than the end of 2016. Solid Waste: Solid waste generation will increase from 1.99 tons per year to 5.48 tons per year (3,132 x 3.5/2,000 = 5.48). The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals through the year 2024. Drainage: Drainage and water run-off will be addressed through the use of gutters connecting to the below ground system, and the use of permeable pavers and a sloped elevation for all parking area and driveway runoff to lead into the existing catch basin and front swale. There should be no impact on drainage as it relates to this level of service standard. 111 (C) CONSISTENCY: A finding of overall consistency may be made even though the action will be in conflict with some individual performance standards contained within Article 3.2, provided that the approving body specifically finds that the beneficial aspects of the proposed project (hence compliance with some standards) outweighs the negative impacts of identified points of conflict. 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 11 of 15 STAFF COMMENT As described in Appendix A, a positive finding of consistency can be made as it relates to Standards for Site Plan Actions, subject to compliance with the recommended direction. A review of the objectives and policies of the adopted Comprehensive Plan was conducted and the following applicable objectives or policies were noted: Future Land Use Objective A-1 Property shall be developed or redeveloped, in a manner so that the future use, intensity and density are appropriate in terms of soil, topographic, and other applicable physical considerations; encourage affordable goods and services; are complementary to and compatible with adjacent land uses;and fulfill remaining land use needs. STAFF COMMENT The adaptive reuse of the subject property from single-family to a child care facility is consistent with the subject Objective. With respect to the adjacent land uses, the property is surrounded by a mix of uses, including a child care facility, Assisted Living Facility, an office parking area, a duplex, and numerous single-family residences. The property is in a transitional area zoned for both residential and office, which will complement the neighborhood. The proposal is appropriate and thereby consistent with the subject Objective. Future Land Use Objective A-4 The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and, where applicable, to architectural design guidelines through the following policies: 11111 Future Land Use Policy A-4.1 Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts and the "Delray Beach Design Guidelines". STAFF COMMENT The proposed adaptive reuse inherently provides for the preservation of a historic resource in the Del- Ida Park Historic District. As indicated in this report, positive findings with respect to the LDRs have been made, more specifically to LDR Section 4.5.1, which provides the review criteria for properties within historic districts. As a result, the proposal could be deemed to be consistent with the subject Objective and Policy. REVIEW BY OTHERS The Community Redevelopment Agency (CRA) considered the subject development proposal at its meeting of December 11, 2014, and recommended approval. ASSESSMENT & CONCLUSION The proposed site plan and improvements for "Sunflower Creative Arts Child Care" at the subject property through the adaptive reuse of a contributing structure is appropriate and compatible, which will have a positive impact on the mixed-use neighborhood. The property is surrounded by a variety of . established uses, many of which are located within a contributing structure, including a child care facility, an Assisted Living Facility, an office parking area, a duplex, and numerous single-family residences. The site improvements strive to minimally impact the neighborhood with a significant 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 12 of 15 amount of landscaping being utilized to assist in screening the parking area, which will be appropriately finished with pavers, as opposed to an asphalt or concrete material. The large Poinciana tree to the side of the house will be maintained, with special emphasis provided as the proposed wood fence curves to the back of the tree to integrate it into the parking area, thereby softening its potential impact. Based on the above, positive findings can be made with respect to LDR Section 2.4.7(B)(5). ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness and Class V Site Plan (2015-041) for 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations. C. Move denial of the Certificate of Appropriateness and Class V Site Plan (2015-041) for 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in the Land Development Regulations. (Motion to be phrased in the affirmative. See above.) • RECOMMENDATION By Separate Motions: COA and Site Plan Approve the Certificate of Appropriateness and Class V Site Plan (2015-041) for 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5) and 2.4.6(H)(6), subject to the following conditions: 1. That all signage be applied for and approved by the HPB separate from the subject Site Plan; and, 2. That should the Royal Poinciana tree be removed, due to necessity (i.e. poor condition) or other justifiable means, then an appropriate substitution should be required as deemed acceptable by the City's Landscape Planner, and in accordance with the LDRs. Landscape Plan Approve the Landscape Plan (2015-041) for 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.6.16, subject to the condition that the trees adjacent to the overhead FPL lines are either shifted further away or switched to an approved species. Architectural Elevations Approve the Landscape Plan (2015-041) for 227 Dixie Boulevard (Sunflower Creative Arts Child Care), Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.5.1(E)(8). 227 Dixie Boulevard,Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18, 2015 Page 13 of 15 Waiver: LDR Section 4.5.1(E)(3)(b)1.a., Buildings, Structures, Appurtenances and Parking, Parking Approve the waiver to LDR Section 4.5.1(E)(3)(b)1.a., which requires parking to be located adjacent to the building or in the rear, whereas the six (6) spaces facing Dixie Boulevard are forward of the structure, based upon positive findings of LDR Section 2.4.5(B)(5). Waiver: LDR Section 4.6.16(E)(3), Landscape Design Standards, Vehicular Encroachment Approve the waiver to LDR Section 4.6.16(E)(3), which requires that a nine foot (9') island terminate each parking row, whereas a width of five feet (5') has been provided at the east side of the property, and a width of six feet, four inches (6'4") has been provided adjacent to the handicap space, as proposed, based upon positive findings of LDR Section 2.4.5(B)(5). Report prepared by: Amy E. Alvarez, Historic Preservation Planner • a 227 Dixie Boulevard, Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18,2015 Page 14 of 15 APPENDIX A STANDARDS FOR SITE PLAN ACTIONS A. Building design, landscaping, and lighting (glare) shall be such that they do not create unwarranted distractions or blockage of visibility as it pertains to traffic circulation. Not applicable Meets intent of standard X Does not meet intent B. Separation of different forms of transportation shall be encouraged. This includes pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable Meets intent of standard X Does not meet intent C. Open space enhancements as described in Policies found under Objective B-1 of the Open Space and Recreation Element are appropriately addressed. Not applicable Meets intent of standard X Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. Not applicable X Meets intent of standard Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. Property shall be developed or redeveloped in a manner so that the future use and intensity are appropriate in terms of soil, topographic, and other applicable physical considerations; complementary to adjacent land uses; and fulfills remaining land use needs. Not applicable Meets intent of standard X Does not meet intent G. Redevelopment and the development of new land shall result in the provision of a variety of housing types which shall continue to accommodate the diverse makeup of the City's demographic profile, and meet the housing needs identified in the Housing Element. This 227 Dixie Boulevard,Sunflower Creative Arts Daycare;2015-041 HPB Meeting March 18, 2015 Page 15 of 15 shall be accomplished through the implementation of policies under Objective B-2 of the Housing Element. Not applicable X Meets intent of standard Does not meet intent H. The City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood, the project shall be modified accordingly or denied. Not applicable Meets intent of standard X Does not meet intent I. Development shall not be approved if traffic associated with such development would create a new high accident location, or exacerbate an existing situation causing it to become a high accident location, without such development taking actions to remedy the accident situation. Not applicable Meets intent of standard X . Does not meet intent J. 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I Communication Graphics EXCEPT WHERE INDICATED TO BE 16-0' OVERHEAD UTLITT /• M�YMr'. .•'\ wo FENCE el", The Offices al city Puce THERLGPLASTC(IHERYOL LwEs -' / T.tO55F _ sn EIGEFECAPE 477 S.Rosemary.FL.,3401 225 2 THERMOPLASTIC F-D ICRD ACCORDANCE SILLLL 16'-0' - • BUFFER West Pakn Beach.FL 33401 WITH SEED NIllTHEFFucNG:RE TRANSITIONAL URN) / / - - / SITE DATA WITH SECTION 711 OF THE FDOT 21XYNG RESIDcIITWAFFI¢(Rol _ BOUMO.tYP - o / _ _ _ - 56136fi.1100 FAX 561.366.1111 SPECIFICATIONS. OSTPICi:DEloAvuUCHlsTawc gSTT c / .. l)S - / , . WAwadtstudios.com &ALLTRAFFI:SIGNS SHALL BE '/ „•, _ „ - APPLICATION NAME. SUNFLOWER CREATIVE ARTS AND CHILDCiMF _ CONSTRUCTED OF HIGHLY _ :: ":2l VEpICLE // N'K' APPLICATION NO. TBD REFlEC11VE MATERNLAND BE /�w •RLOPOSED B -•. le•..- - •:OVERHANG /, / O p38 EXISTING FLU TRANSITIONAL(rRN) C000" STANDARD-SZE AS �:••. ; - wooO FENCE _•, ,TnIINX / F PROPOSED USE CHILDCARE AC Usu.d..W4.r.S1.n.Y.and Nam. ESTABLLCNFOIOIRE MANUAL OF ,� ... BwoETpoo ,.•/ / .Y Z EXISTING ZONING RESIDENTIAL/OFFICE(RO) I'P'°"'°°a by Bu a...p.....nod by and NIGHNASSGNS PUBLISHED BY / -f19- ••• . /a j aD 5p Bu PITa.V du. rid awe created THE MS.DEPARTMENT OF ..PRi':osm • ';2ovQycLE / � ��O WATER WELL PROTECTION ZONE ZONE4 kr SIN..aaN.N,d'M'nw spwified fm.a. TRANSPORTATION "_! PCB .a+ERwNG •- \a1• FASTING WATER DISTRICT DEL-IDA PARK HISTORIC DISTRICT duIV.m.ror,.,ti or pars .. Vasa 4' MIO PULIP Ef UI EYc • PROPOSED • //" NETFABOXES fem.rtmbpxsedb"4-' ~Ow l toany ypram. 1 vw+.+�Fn ' . S:TC:--: // lfa RSV � PROPERTY CONTROL NUMBERS(PCN) 12�1460}24-011-0150 ten I `�►/ :: �.� III z. / GROSS/ TOTALF SITE AREAo.ssAc/(2a.5DoSF) ( TOTAL FLOOR AREA: 3,132 S.F.(12.8%) r WHITE STRIPE GATE / _ ... I`/ �' I \ duo \'• (APPLIES TO SINGLE STRIPE OPTION ONLY) AA' w CONCRETE „- yd- s - .pAI.-• ;� P�--\� IIII i cONPAcr �\ PARKING/PAVED AREA: 596622 S.F.(14%) 11, 9'x 16'COMPACT PARKING DETAIL W/2'OVERHANG c2Td.- ' BPA`� Pp PARKING OPEN(LANDSCAPED)AREA: 13zs1.ass.F.(54%) r // • /j swN \% \ta /� ,* '" / STAIRS \� \i20 °D //� CALCULATIONS TOTAL REQUIRED PARKING:1T300 S.F.GROSS FLOOR AREA 10 SP 2 cr ,< - /Pao?G ne .. % I/ /JPROPOSED ACCESSIBLE N // REQUIRED ACCESSIBLE PARKING: 1SP </\(J��\\\\MID UTE 1 '., NG :• / TOTAL PROOVIDED PARKING:VDED ACCESSIBLE PARKING: 11 SP L — O'— — — — /� \fENCE RiBP U;/' 44 REQUIRED OUTDOOR PLAYAREA(25 CHILDREN Q 755F/CHILD) 1,875 SF � 'vF1+IlANG f / \, \ \ Rs l US t' I PROVIDED OUTDOOR PLAY AREA: 7,105 SF EDGE OF PAVEMENT % /jam` ��. 0.123 SF. 4I / L / EXSTIiGSJ ••. BTEPPHG I /. W11FEl5TOP,7YP. MAIL S HEIGHT """ \`\ � � Ell III \`_, FE"O`rR SETBACKS �rWHRE STRIPE(PAIN7ED) \� \M B \ / bLOEW'iKIi4o„ `� s1/ � awPOFP/ zv VEHICLE O FRONT 399 Ff. MIMI BNitaw wYo�TE ` \. � �' ,� OVERHANG �.� REAR INTERIOR 124 FFTT. •- 1.ALL STRIHNG i0 BE PAINT IN s'y3o3 -\ `j lOD /• C �V / HEIGHT .!-LOFT. Arrt1W+ANF,WITH SECTION 710 FLOORS 1 FLOOR OF THE FOOT SPECIFICATIONS. 18.0' 7i /, / •5C s FYrFPT WHERE INDICATED TO BE TRFRLIDPLA511t(iRERMOy 16-0' i S ,� PERup pEA&E / w1 �OQO� NOTES 2.THERMOPLASTIC STRIPING SHALL 1.BASE INFORMATION FORTHIS PROJECT WAS OBTAINED FROM A SURVEY PREPARED REAPPLIED W ACCORDANCE �O. PAVERS A I O113 WTTH SECTION 711 OF THE RIOT \ cos DRIVE/ ' 1��,(C� BY TIMOTHY IA.SMITH LAND SURVEYING,INC.DATED OCTOBER 2014. Y SFECIRCA_ PROPOSED ACCF,S.+ •T TALL TRAFFIC SIGNS SHALL BE RAND wIGUWOfUA S \ /PROPOSED1 / wrO OOQs C , CONSTRUCTEDMATERIAL s \I nu. 5101,20/ ``,, RFTANDAR"SATE OS WALAHDBE FW:IAANSGWNAI(TRN/ ` ,/ El0.5TING Ow_``_ 11, ESTABLISHEDIN THE MANUAL OF TONING:RF,rcNINL0.4CE(R01 6. {C HIGHWAY SIGNSPUBLISHED BY OSmII.-T:OEUMPMKHSTdUC DISTRICTLANDSCAPE \b &OEWALK / ' TTHE US.RANSPORTATION. SIT - \ ♦ CONCRETE &iFER 4' STOP SIGN 12Y e WHITE STRIPE BAFESG E HT LIN ITP.1—{•W / t (APPLIES TO SINGLE STRIPE OPTION ONLY) ' Q J 1 ^, UN 12'x 18'ACCESSIBLE PARKING DETAIL W/2'OVERHANG R1oa W 1\�� y�_ /v, a zO'VEHICIE OYEAIIANG /IC S1rW^'�� • V 0 W a EDGE OF PAVEMENT �� CoI ( I I VAUfISTOP.TYP. / � �„ + C13W AFC TYPICAL. / a•W.DIAG 201r � La• . ,�,Y_ pk--2---- r Wt3 dPARKING MARKINGS NANdwPEo RSPACES§ 111 (PAINTEDW�) PA CwGPH aV 2 q /w. ^` //0 - SYMBOL TO BE /I PAINTED BLUE 1 t 11i _/ 0 YOI VI e AND CENTERED IN SPACE 3 A. �' n It1CG �Q1 • � � a; TA sit• / ( 11, STALL TOTH ACESS STALL f •_ MOTH ACCESS W10ni AISLE DETAIL FROVIOEO FOR ILLUSTRATIVE PUPOSES ONLY. ALL IG ACCESSINE PARK NG SHALL COMPLY NAiN CURRENT STATE REQUIREMENTS. NORTH ACCESSIBLE PARKING SIGN DETAIL BIKE RACK DETAIL - BOLLARD DETAIL 0 10' 20' 40' 1 '--IT 1 Li - -- rDNCONC. ��� swam F.E-PA+rtO FLIED STEELPVE WIDCMEDTOP. Scale: 1'=20'-0' ..rE N.. L.1/e IN.fnTII ,-•is,,... PAINTED TO WTGIFA.-.[xi• awE y_ ( 1.--..::**------r—. Data: October 1,2014 Pu+wnc er Project No.: 74-075.000 • 1XSAelm _ PAVEMENT Designed BY- LMB FERIA INVERTED'U' 'A' POST pikes. RIBBON `_ WO' One rack element supports two bikes. Min.5 bicycle spaces per rack • CO t70 pA ON Dawn By: LMe Chocked By: CW MS ME y% it LUTE. FS 31BIA "THIS CONCEPTUAL DETAIL ISPROWDED f-0RWFORMADONONLYTO SATISFY TECHNICAL rr�r�\�. I J\\\ tore Revision Dates: '"0E�`-�' REQUIREMENTS BYINDICATWG THE INTENT TO PROVIDE REQUIRED AMENITIES. ♦\, 'vrOrrO-Op TI SSAIENO STOSOT\r'\ !\'r\'r\'� LISm WEXLEAIOR YJ1t.1o2f H550B110NAL 115E 5UBWTTAL 1 r !•L 7HEDEVELOPER WLLL MAKE FINAL PRODUGTSt2ECT10NATTiME OFBU/IDWG PERIIRAPPLGTIQV. `'\\'\ p`\�`q`�% p15.1.12 RESUBMTTTAL TOTAL#OF SPACES PROVIDED AS NOTED ON SITE DATA TABULAR -IF-Ik �OjrO�O�rO�r` 20152.1E RESUEUNTAL ter\\rr\S \��'r�r�r'oL II.' I1 W 0_b_I n..Own.over FIm roE • Jr!Jr!\ 4•\\ri\\ri\\�ir _— \\ % C !\\oQO\\o 1 I II• ,, 1 I t \r�i:\ \':\\rr\\/ram I III •I I-III F..S.T.OixAAA l J N .—I Lora. ,.F Foa M� •u:•J SP-1 -}=} of 1 REV#1:01-1 4-1 5 CODE DATA ■ rrEXISDNG COLUMS& - EXIT$6 MN EN ■ PORCH TO REMAIN 33.75/.2= 169I 2010 FLORIDA BUILDING CODE I q (MAX CAPACITY) 2010 FLORIDA EXISTING BUILDING CODE g O R R E R 0 P 2014 FLORIDA FIRE PREVENTION CODE NEW DOOR LANDING I LANDING I I J I 2012 FLORIDA SPECIFIC NFPA I FIRE CODE ARCHITECTURE ■ 3'-0"X 6'-10 I J ■ F-1 - - - I — EW DOOR I il 122HS.Beach, FL. 3444 I 1 I - RAMP c _ _ Delray Beach,FL•33444 oil I tel:561.271.O1•64 r 1 -1 t:12 .l IXR$1 f ARCHITECTURE 1 I I I STAIR 33.75/.2= 169 NEW SLIDING / SCOPE OF WORK State of Florida Registered ■ • L_J J T�33. $5 RAMP I NM I(MAX CAPACITY) CLASS DOOR F� / Architect lioi33.75/.2 - 16t, UP` 1:12 t LF 1 / I_ I.REMODEL EXISTING HOME INTO A DAY CARE FACILITY Architect ■ __---_ L1J MAX CAP-CITY) � I / 2653 \ ® I I°1°1° --_ S6/ \ l® ..lad //20 ▪— - I \\ d MA% TRAVEL) °S I 1re'orw] I ps10E / I LAANNDING EXISTING BUILDING DATA: I e \ �i.. DISTANCE_ ° r4\ / MAX. N.\ �� a 56 FT F+OFE!�OfB\ ® I'f�9I is nrl / COMMON I I ,�S PATH OF ORIGINAL CONSTRUCTION -1940'S/50'S ■ \\ I eV.iS• I;oa�lOsy' eFH \- I / 20' _ I-r ■ I N. �• 13 m r °NCO f"l+\ �- / / p�`„ EXISTING CONSTRUCTION TYPE •TYPE V-B(ASSUMED.NOT NOTED ON ORIGINAL PLANS) I \\ 1� I -gist( S \ I-,/ �v - _ ram-I / .WOOD FRAMING WALLS OVER MASONRY CRAWL SPACE EXIT$4 \\ • i� 2O' _ ,� (+/-18 HEIGHT) ■ 67.5/.2=337.5 !I \ 11 20' II N. 3' WOOD HAND FRAMING FOR ROOF STRUCTURE ■ (MAX CAPACITY) \\I I 6--- -\•�23' ER sTcaAce I �\ •WOOD DECKING FLOOR I \ I / *� GROSS BUILDING AREA +/-2,640 S0.FT. Y NEW FRENCH STORAGE {�� IJ 4,, I I �'' ���\ DOOR(2)3'-0'X 6•-8" \ I vy/ ONE STORY BUILDING,UN-SPRINKI FD 13 zstI� n\\ _ eL9. \\ _ I'I (. tea \�\\ HEIGHT=12FT AFF TO MEAN HEIGHT OF ROOF ■ _ F€E CO \ a —XMOX aeX �°\9• I PROJECT DATA: Q D�� 11 r''a \ I. f C�I If •GRDSS FLOOR AREA=2.840 SO.FT. ; I I ISO O ® —-—® \ •• "^""" (THIS RENOVATION) tiC\ EE.0 I�'� w AREA n I I l \ 71.3 \ r r $ OCCUPANCY TYPE: CD■ I t +oz II \ p y F.B.C: DAY CARE—CROUP"D" s�.{� re co 4 I 11 \ ear$ I 1 V F.F.P.C: NEW DAY CAREp; t7■ i I u - rtMI II 11.� V j I 106 < s1oaA I 1 \\ --�1 IH ®z I(MA7XS IL256 l 1 •CONSTRUCTIONTYPE -B.., .<-���... -,�,.. •.,••,KA °® ALTERATION LEVEL. CHANGE OF OCCUPANCY( .C.EII1SRNG BUILDING CODE) __ m j L U- < \ _ .r F.0 O �_ " gp1 3>zm ■ ° (MA 5/.2 169 \\ I o i J I IJ • •TABLE 1004.1.2: OCCUPANT LOAD m y I (MAX CAPACIITY) DOSING i 1 Aci ..,.,W�^: IJJ / OFFICES 1 /100 SF OCCUPANTS(GROSS) y X m M""°s°•°t o°"artic mtts� I \ ;Q`--, 820 SF 0 I /100 SF=9 OCCUPANTS O C❑ ` E ro ■ j - N....1.- " DAY CARE 1 /20 SF(NET) 2♦♦f.�,01 0 g 6I�,� ■ ( 0. rta4/aAwsm \ I o¢ sm•• t / 1,318®1 /20 SF=66 OCCUPANTS d VJ N❑Z5.O1L UP ® \ TOTAL=75 OCCUPANTS MAX ■ INN < i ____ OCCUPANTSTABLE10142EXITSREQUIRED6 FRONDED\corer a PSG ,TRAVEL DISTANCE TO EXIT(FBC 1016.1) �, 'N NEM HER ALLOWED=150 FT: 56 FT PROVIDED -11 1 \ B° / r a °�" I NEW EMERGENCY a ■ L N. ESCAPE WINDOW ■ \ PER 162.11.1.2 .COMMON PATH OF TRAVEL(1014.3) �' 7 ' \ REPLACE ALLOWED=75 FT, PROVIDED=20 FT ) - \ EXISTING. ,MAX.DEAD END(FBC 1018.4) • �- ALLOWED=20'-0" :ACTUAL=10'-8-1/2" _ ■ CORRIDORS(FBC 1018.1&F.F.PC}23.2.3.6.1) PLANS wicARRi�ff ��rrm+ Ktw omtreAY ■ ,�� �� �- �! 0 // •FIRE RATING REQUIRED=NONE IF CORRIDOR LOAD UNDER 30 OCCUPANTS FOR"D TIC` TED ♦+t L RE trt r"s rsarw I - - �_ All J/ OCCUPANCY 1pr.mmnRTECINICa emvme �' FIRE RATING PROVIDED=NONE(NO CORRIDOR HAS AN OCC.LOAD GREATER THAN 30) O APO HO PM �'M- •p, A •EMERGENCY ESCAPE(FFPC 16.2.11.1.2) MO 0,rm..1150.55E OR O r ■ ■ ONE OPERABLE WNDOW OR DOOR PROVIDED AT MC111155-11.£RC. RD EACH ROOM.CLEAR OPENING FOR WNDOWS NO i LESS THAN 20 IN IN WIDTH,24 IN.IN HEIGHT AND 5.7 SO FT IN AREA LIFE SAFETY PLAN NOTES SCALE:3H6- 1' EMERGENCY LIGHT LEGEND 1-POST MINIMUM 6"NUMERICAL ADDRESS OF CONTRSATING COLOR - - '— I I I I 2-BUILDING SHALL BE PROVIDED WITH A FIRE ALARM AND SMOKE m DETCTION SYSTEM IN ACCORDANCE WTH NFPA 101 SECTION 96. I - - II y %y am�l --j ® EXIT LIGHT DRAWINGS LRU TGS AND SPECS TO BE FRONDED AT THE TIME OF BUILDING n n-] T�?/>�7f S A2 EMERGENCY LIGHT ii"//:•/% /� / � ,r ,'<>i' ''-----\, WALL SYMBOL LEGEND cc .11 • // i�/// //, /�/ "///j/ / ( t EXISTING PARTITION TO REMAIN 4-0" y • j�i/� // /v / ///i//�/� 11 Dadnsne I/ / /r'/ NEW PARRRON WALL TO 6"ABOVE CEILING: 3-5/8"METAL FIRE / //%/,z / / /j/// d. 7 i/// //, lu''"') STUDS(20 Ga.)AT MA%.16"C/C W S/8"DRYWALL EACH CABINET ISHER // / ////. j/� / FACE.M.R.DRYWALL IN TOILET/C W BRACE TO STRUCTURE CABINET LIFE SAFETY [� PLAN i�i // /� 4 j . ../i�;*' / , „g,J,,x- ABOVE. • J . a // �/. ,4 44-.' %. ,,. ��-; /... ,e b sate A Pleas ' • �: ///% ///%'/�/ //;� \ 1 Project No.14013 . //// Date 10-16-2014 ;Y:=--1) 0 SEMI-RECESSED FIRE \ / • I .'✓ J EXTNGUISHER CABINET A \\// i /', -- I//.";I OFFICES I /100 SF OCCUPANTS(GROSS) SCALE: 1"- I'-0" A-t.t r I I I ( I I II 820 SF 0 l /100 SF=9 OCCUPANTS Drafted by: 2'-0" 2'-0" Checked lrtc _ _ - i \� / r / FIRE E%TINGUISHER&CABINET NOTES: X / I .-��DAY CARE 1 /20 SF(NET) ' // ± 1.316 9 1 20 Sf=66 OCCUPANTS SUPPLY AND INSTALL J&L INDUSTRIES ACADEMY SERIES 1027 F10(OR APPROVED XX CASEMENT ESCAPE WINDOW. A Sheet No. i / \ �\ // - PGT VANGUARD ALUMINUM SERIES < '%i �•:�nC:�:_ EOUAL)AS LOCATED ON THE PLANS. A0.1 NOTE SEMI-RECESSED EXTINGUISHER CABINETS NEW ESCAPE WINDOW B < AREAS (OCCUPANCY LOAD) MUST BE FULLY A.D.A.EXTINGUISHER T AFTER SCALE 1/2"-1' INSTALLATION SCALE:3132"=1'-0" REV#1:01-14-1 5 WALL LEGEND ■ IFS EXISTING TO REMAIN I I BORRERO I ■ PROPOSED DEMOLITION L_ - — ARCHITECTURE 122H S.Longport Circle Delray Beach.FL,33444 tel:561-271.01.64m rr www.aleJandboero-com 5nte of Flodda Reglsten� ■ A ch tea ■ PROPERTY LINE \ AA26002653 `�CONCRETE—\ m,-'rew+�` u a• u PATIO cwam. I ■ I A ■ ■ EXISREMTWGAINPORCH UNE OF CEILING TOABOVE . P LLL ® REMOVEDNEW REN HEDOORE I BY NEW FRENCH DOOR I ■ 1 III EXTERIOR DOOR TO SLIDING GLASS Q CHAIN LINK FENCE BE REMOVED AND TO BE REMOVED ■ /; ',I' REPLACED BY ; FRENCH DOOR __ _____ • II r- EXISTING FIXTURES .4+ li_ II�1 -_ I 1` T r L- -�c G ��- � - TO BE REMOVED as 4 _-_ k REPLACED C a) A 1 ■ " Rd BA 41 stool cO>= -m 2 3 m 2 S = Roots 2 -OOO7m >oE 104 I II G r KITHCEN I X m Up 6 I ; 1102 I p-�� ��abGm rS ,,,. ,, , ,, . ..„ 1 ■ HEADER \i ■ ABOVE \III HEADER 0" r ABOVE— `�� ~ EXISTING WINDOW TO BE v I`I�RENOV<D AND REPLACED <<O Itl BY NEW FRENCH DOOR HEADER `\ < ■ 11 (SEEA2J GARAGE I I ABOVE / ■ 1 [ MI j s J =___ DOOR TO PART BE REMOVED ac morn resr+rs� PLANS PO NO ROOM 3POICA�mower ..� w tto. BY..o ravrrr IDE 105 j ■ ROOM 5 a"ahcrA'GE` er Of 1101.BRO ■ GARAGE DOOR TO REMAIN 3 — 1 107 j A. rn p% ■ r 1 A NEW — DOOR&WALLS ra�s� aowmo ' EXPANDED = - TO BE REMOVED OPENING O • �:' AS SHOWN ROOM 1 - EXISTING WINDOW TO BE ,r 111 I I REMOVED AND REPLACE ; ■ 103 _ _ BY NEW FRENCH DOOR B ■ I BATIi N2 EXISTING FXTURES m I)pg I Ir. TO BE REl10VED S ` _T, li ' REPLACED ■ GARAGE • DOOR 0 D II n ■ TO REMAIN `_ oe' I CONCRETE RISERS \ CONCRETE PAD - -_-_-_ T ■ RAIL/BALUSTRADE • ■ !- _ __ _____ .- Drawing Tide I I III ( I A CONCRETE 1 g nEXISTING DEMO DRIVE WAY—� _ FLOOR PLAN ■ Ili I EXISTING WINDOW TO BE REMOVED AND REPLACE ■ I BY NEW FRENCH DOOR Scale see peons Project Na 14013 Date 10-16-2014 ROOM 6 � I )09 I ■ Drafted hR LANDSCAPE Choked by: III I EXISTING FLOOR PLAN & DEMOLITION B if Drafted ■ SCALE: ,14�1'-0- • Al REV#1:01-1 4-1 5 , WALL LEGEND ■ EXISTING TO REMAIN I I BORRERO MI . !IIMI• PROPOSED NEW WALLS V,%i/i./ /.i ARCHITECTURE 1 Z2X s.LOngoort atde ■ Deim S6Beac271h.Fl.-01•33444W tai: 1. ■ wwn.aleJandroborrem.om I State of Florida Registered Architect AA260026S3 o• niw a....wa+ers.,k•mla II PROPERTY LINE ■ ■ EXISTING COLUMS& UNE OF CEIUNG ABOVE - ■ PORCH TO REMAIN ri NEW FRENCH RA,IP 'I IR ■ PLAYGROUND DOOR 3'-0'X 6'-1 LANDING I I I _ I I _ ..__ / \ RA1:1MP O'UP / \ RAMPLANDING NEW ART SINK J STAIR / / ] \ I I NEN FRENCH -_ y NEW FRENCH NEW SLIDING DOOR 3'-0"X6-8" (1)a �— ` r000R 3'-0•X6'-8- GLA55 DOOR (75 EXIST.WINDOW TO Qa��-11 \ INFlLL EXIST. (_1- Lp- (7 i < REMAIN I OPENING ART RAMP Q 4 ■ = PROPOSED NEW I I SINK--T OOM 3 LANDING p` Lh a �■ WINDOWS d I 108 OFFICE A v J HAND 4'g•X10'9• m WASHING— I 109 I // C Q L A 9 STAFF/ 9 SINK 16'%1T .// m fi LOUNGE U \� E �' ■ I 101 1 I CR AREA A W ,RI / l `, Q m N 11'8'xl L'S• 103 I U 14�'•ri 1 9, gi=Ti(o ■ 20'5'x16' tl 1 / o• o co `„1.6x G I /� I ' CHANGING "\\a n r ~b�� \ jQ TABLE I �I U�- q � 0.CI)N O e to .�.II b/ 1.1 . I.-1 �I \\, T1 it ■ t 6'-3• ,,, �� HEADER ABOVE I ` STORAGE \\\;\ \�, o NEW FRENCH .�i q1 �— R.:, I-I _A i•�:�,,, off• '� / DOOR(2)3'-0'x 6'-8' STORAGE I I I I I I / 7 CAP E ■ a n HEADER ABOVE_ St9• .\;y MOI 10&ME ■ O 1108 I < / 20'7"x26' 1 - -�• 2-e' x iwxcs\ / CR AREA C I I �.-~ —e— \� ru r6c OCAS. tt 1 I _• 4.Exrs.Ofslvrs APO PEAR 1'"� Po l GARAGE DOOR TO REMAIN 2♦'0%�6'6• ) �\ RERUN OR REPRESORED aescsr•�ARE AMR,Br■ (REMOVE MECHANISM) NEW FRE NL}i Oerz aTY-.ViaeORREIRI AAIS 1.0 PERT DOOR 3-0 X6'.-B SMILE awrrm ar ANT l RECEPTION I Carro.Anaa rm ■ ( I I --HEADER ABOVE - I 113 I g "^R▪ ^' one'a CREPT 1 ( ..�.. .. O - IS'%9'4" \ Ti S-Al • earAuo ( 0 � m / I CR AREA 8 i `II �ESTR00 4 LJ LAUNDRY RM ��_� c (( t �. .. I 107 I i - RESTROOM \ L ILL ./7// — a• I'. I I D ll II R I O 0 8 // I\ I I STAIR ` I Jr % LANDSCAPE CONCRETE RISER--1N E%ISRNG TERRACE r Imo•,�t n \`\ TO REMAIN •` I I il a o i. ■ / m RAIL/BALUSTRAOE r. I I T. ■ V s.R STROOM� �' o .1 CAP 1 I �]l — az Drawing Ode I 3�6 ■ `� PROPOSED ■ \ 4/7 FLOOR PLAN \ \ / \\, COPY KF/LE — ti NEW PARKING Sale see Plans \ \ ®' Proles No.14013 I - 11B•x13• EXISTING WNDOW TO Date 10-16-2014 ■ V E'LACED BY ■ \ / (ESCAPE/RESCUE WNDO V) Drafted by Checked by. II \ PROPOSED FLOOR PLAN n ' II NEW DRIVEWAY SCALE:1/4'=fir-0' Sheet No. ti I A2 REV#1:01-1 4-1 5 _ ____ MI BORRERO ARCHITECTURE --- --- - - --_ _- _: ± H ;llIIIl - -- -- 122HS.tonyport arcle Delray Beach FL,33{4{ 111 I w:S61.271-01.64 svwwaW androborrem.mrrr iym11 If Ill III III77 I 1Architect State of Florida Blsrued II I 1 II I i I 1 —? • ���_ ,lyT.D.1st FLDOR I 41 '- T --`-�"I --(--ram Y0.:+D'-D' -� ----� J1I'�'''''''IC,I�II'""-'�''�II ', --II---__.___ _.--I�e T.D. , Irn uul �EL-1•-6- — OEXISTING EAST ELEVATION 1 SCALE: ,/a•=,•-0- - > iiIii 1111111 Ina unn Illllllllf Hi ii klIIII J A �! I > i✓ lL m 9 v OG1 a) u9 j�T.o.1st FLOOR IBI I - -- A _ El o C O m a` EL:+o•-o- �� o��n/�r Ti o d CO RI O5w re- ®BUSTGWESTELEVATION SCALE:,/4=,•-0- e r►' mp— OW 1 < <s INE i ID,M SW W AMES.. TERMARE a-aD e.a140 ... <ea�aaa \ mead.MO w PLC eEa1U..e.w, I 'nee oft runP'a SeaVOR n®r fTTTTU r s�r 1 Nel FEwrz SPECIFIC 1 I 1 kJ.o.1st FLOOR r II r •• r— l YEL 3 O EXISTING SOUTH ELEVATION SCALE: 1/4=,•-0- 0L . . EXISTING ELEVATIONS - - -� Scale see plans I.n" ' I ul�� I Protect No.14013 W � .`_ �^��__ i� I ' Date 10-16-2014 D __ -._-___ - _. raftbd by, �EL: _ 1111111111WillI Checked hyi Y +D'toDDR ,` I---- r� Sheet No. '``` I I EXISTING NORTH ELEVATIONL-1'-6 SCALE: ,/a , - O A3 REV#1:01-1 4-1 5 MATERIAL/COLOR LEGEND EXISTING SHINGLE ROOF TO RERAN EX15DNog8MENEY TO REMAIN IMII < 001 >EXISTING BOARD&BATTEN TO REMAIN.REPLACE ROTTEN - - - - - -' - - _ PIECES AS NEEDED.PAINT TO MATCH. - < 002 >EXISTING GARAGE DOOR TO REMAIN.PAINT WHITE - -- _ _ -__,- -- - ----- --- - -"- - -- � BORRERO < 003 >EXISTING DECORATIVE WOOD SHUTTER.REPLACE ROTTEN _ - - - - _ _ - _ - -I--�-- PIECES.TOUCH UP AS NEEDED PAINT TO MATCH EXIST. MEAN HEIGHT OF ROOF - - - - I ARCHITECTURE < 004 )EXISTING DOOR TO REMAIN. EL:+72'-0• El 122H S-tamponITECT Circle -- Delay Beady F1..334M < 005 )EXISTING HURRICANE SHUTTERS TO REMAIN. O® - te1:561.271-DIf4 < 006 >ALUMINUM RAIUNG.1-}•DIA.POWDER COATED COLOR❑B - - - --. - - -_ -11! ®� DOB I / State of Florida Registered < 007 )EXISTING WOOD COLUMN TO REMAIN.REPLACE ROTTEN [� II I II(f� LW WI ArthlteR TRIM.MATCH EXISTING PROFILE I Il M I - -I - - / 006 > AA26002653 006 I - _ II A c""yb•rAera�...cxi. < 008 >NEW CONCRETE RAMP/STAIR \ - -- - - f-� '- < 009 >NEW FRENCH DOOR \ I C I I �� • < 010 >NEW ALUMINUM CASEMENT WINDOW(ESCAPE) I J I I � .EL+O 1st o FLOOR ,\`` IILLII _ _ _ _ ❑A EXISTING PAINT COLOR TO REMAIN -- 1- �^ - "- r k r ^ r TRIM: WHITE TO MATCH EXIST.PAINT AND TOUCH UP AS `-{EL: r NEEDED qEL:-T'-6• --- [-a1 < 008 > EAST ELEVATION Ilan. < 003 > B❑ / < 004 ) 005 TYP. C 003 > <005 TYP> < 003 > OSCALE: 1/4'=1'O� EXISTING SHINGLE ROOF TO REMAIN NOTES a..� . .N 1.ALL WINDOWS TO REMAIN,UNLESS OTHERWISE NOTED. - "-'I - -- _ - - _ - - - -- - L Q 2 ALL WOOD TRIM TO BE PAINTED WHITE. - - - _ _ - - - - - 3-ALL REPAIRS AND PATCH WORK TO BE PAINTED TO MATCH EXISTING COLOR. 0 _ _ _ _ _ - _ - - - a) 4.HOUSE COLOR AND PAINT TO REMAIN AS IS EXCEPT -- -- <, D09 __ __ - -- > WHERE PIECES ARE BEING REPLACED -- - - - -- > ai 4 1_ 1111 __i �2 i n e Kr II II 1__ 111 M �� U ui m WIJL 1,,, , 1 , 2 IM C006 > '. f "- . :.. ,I. . . �I .a.. m�nnm YEL-1-6• EXISTING SLIDING DOOR TO EE C O07 EXISTING SLIDING DOOR TO BE 006 006 <005 TYP>-- < 009 REPLACED BY NEW REMOVED.NEW SWNC DOOR TO WEST ELEVATION BE INSTALLED.SWiLL WITH BOARD AND BATTEN TO MATCH EXISTING A 2 .' m Ci1I) SCALE: 1I4"=1'-O EXISTING SHINGLE ROOF TO REMAIN U O� MEANHEIGHT OF ROOF _ •TR.°R""'"" e�tao L'+12'-0• OR MO ALL T.IOUS. DIEM .,T. ��..ataMri ei ,11 THE".e.IA kE F-1,;71 - 1 I II II -I 4I MCHTECTUK.I.. v e Rrn'�O 0 0 0 :, ) El.. ._ JL® , DICED DOUBLE FREIKA DOOR WLIBLE FRENCH DOOR SUMO GLASS DOOR �� \ s [1 PCi F0-101 PST F6-101 POT SGD770 I(--I��-H 1111111 II'I'I'. ---- I®_ [� FA- 72'W X80•H 37"W X80'H 72•N%80•H hTO.1st FLOOR 4 (" I7 LEVER:WHITE COLOR NHIE COLOR:"WE .......... / _ EMI - LLVBt H4UE LEPER MARE EL:+O'_p• `_ _ i'. . - Mma/- '� r-�7 - NEW DOOR SCHEDULE T.O.h _-- I r— Y < 009 >--/ 008 < 006 WED GIN SOUTH ELEVATION SCALE: 1/4"e•-0" Cr..) EXISTING SHINGLE ROOF TO REMAIN Dressing Title ,/ • • . r - PROPOSED ( 009 _. .- ❑ ELEVATIONS _I y I/ I R �® --_ .. _ . I�I�Im�m 11 a���� a�� ,I I Sale see plans r. -� � .t n'tM1M1n I� IIl--�n� n'�' I _ I o Project No.14013 'I .1 I,I�Iu,I 'I 'I Date 10-16-2014 X%CASEMENT ESCAPE WINDOW.SERI .KM C PGT VANGUARD ALUMINUM SERIES - 0� , 010 1' _ oartedW LJ Mil _ Checked by 008 A NEW WINDOW SCHEDULE p DD6 •' I - Imo,,,, >— J� aiiii ����► ��iii inmm 006 `.EL:+Oslo oOR Sheet Na. III! y III li-•umMil:.Mt-- NM � � ONORTH ELEVATION $ -,'-6 --- ( OOB) ' co n CM < 003 >--/ A4 SCALE: 1/4"�'-0" IF YOU DIG FLORIDA...IRSTI ��; 1-800-432-4770 CALL US FIRSTI tOf PLOKIA.NC. rS THE LAW 1 NOTE: INDICATED UTIUTIES AREAPPROXUdATE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES ON SITE PRIOR TO COMMENCEMENT OFANY WORK. LANDSCAPE ARCHITECT ASSURES NO LIABILITY II FOR UTILITY DAMAGE. 521 25th St EXISTING West Palm Beach CARROTWOOD FL 33407 TO REMOVETM LINE Tel (561)747-3462 Fax (561)747-0281 EXISTING t� wwwstudiosprouLcom CRINUM L1LLY 1• IXISTINC�IKSNSFLUITIa LA 0000907 EXISTING OVERHEAD LINE I ) :, TREE To B:r mmvED LCC 000213 ' /i 4>' EXISTING ARECA PALM .+!"!d,�a•+i .�' ,X. TO BE REMOVED A`,. I .? .../. •„? G.MINIMUM WIDTH OR 2/3 Tilt ARES OP •s ? ; EXISTING SARAI /� F THE DPJPUNE,WTfICHEVJ,15 IM,TATCR y� J''- D_, ON PROPERTY LINE /l� ,A�x �Y,,r r%',—•'+ liffeR,T- EXISTING GUMBO LIMBO ^ •I -G�<15`7 EXISTING WE OAK !- „_ TO REMAIN � i\ TO REMAIN I kik a. i�i 'i STUDIrout EXISTING SABAL -�/y\/` � 1 ON PROPERTY LINE ! Xi �� lI�CX" ) ..5 If,,,ZC BARRIER Y /t EXISTING HEDGE ` \ EXISTING HEDGE ,"'�N"/ TO RENAL L T— /'L.- ';','Ni EXISTING - 4K. - -- TOBEREMOVED • ``•� '.,:,:�"I LY.. a_, I EXISTING.HEDGE •`� ROYAL POINCIANA 1 T.4'-:;Li^ 01410 -•y %TO BE REAQOV -, `TO REMAIN 4-7�]. 1�-`,n+ EXISTING OVERHEAD '.*. ` � Y� �` EXISTING WE OAK UTWTY tJNES zyy / ".,\ '',. • -a TO REMAIN EXISTING SOD j /'O \ • \\ ,\'y\. L�� J, POSTB2OCMML1 1 . EXISTING BUILDING WITH WELL e ,c, >---/ <(/ \ 1. r -• • EXISTING WATER / AND PUMP EQUIPMENT �p `,J t 1\ `\ • Z METER BOXES / SCALE 1'=20'-0' EXISTING OLEANDER REMOVED AND ` f y '"\ ' TREE PROTECTION DETAIL NOT TO SCALE t �� `"< � DESIGNED BY CRF + \ �i�. EXISTING STOPPER HEDGE: ,.,.,_„.>\ HEDGE TO BE ,• /// { \ OBE OVED DRAWN BY GF /EXISTING\ '. a. 'S' -=�---� �y6/ "L.\RE�A -:,� / EXISTING TREES /CONCRETE ` • /` ,I I;� \\ EXISTI)G LIGUST M �� % / CHECKED BY CRF ON ADJACENT PROPERTY • -A h. ` /,fw.I �., %\� / CAD DWG. \ IXI ING COVERED �+ // '�'ij�): TO BE REMOVED EXISTING CHAIN LINK FENCE _ \ /Y �li,p. / '\ \; / / ,(..,r�.* SF(RUBS \\CONCRETE EXISTING` �\ q s ; ' EXISTING AFtBORICO y\ j' / / DATE 10.30.14 EXISTING HFJ)GE- TO REMOVE \ /„ .PHILODENDRON I \\ f• /TO BE REMOVED • I n - REVISIONS 01.13.15 BE REMOVED / ♦ Ns,�„ �% TO BE REMOVED .,. III..,,,."-'- ' \\ \ �lpO/" \ ' i. / EXISTING • `�"\ \ ,�w� \ -comments and owner requests EXISTI SARAGPALMETTO / /�"'' 111 �, I �\ TOPPER HEDGE \ ,M 02.19.15 / I - TO BE REMOVED �4J \ .tiv / /q / EXISTING GINGER ,� EXISTING `,yy \ 'Sw / ps / r EXISTING CHAIN IR.INK REMAIN E I $r� PODOCARP ��v �{�y \'\" ha/ `2` �''•••1 `-, Q TO BE REMOVED F r,f I f O' i;, ',`' as o EXISTING ARBORICOLA EXISTING I�' y HEDGE , ? OUTDOOR / Y;h:�. / / /1 / gnl:r.t SHOWER �,f �f '• A� \,\ / ,6 4 EXISTING SABAL 0 `•, 4 \\BEE\• /c r I / ! o� I TO REMAIN '�''•�' ti 11 /; /�`/l1 - }EEC,. d/ fOy EXISTING SCH F I.ERA % �. '•. r'�` / / �:I_ EXISTING A/C PAD j T0:9E REMOVED~/ /r, / 1" _rkli`I f/ \ / IX ING ARBORica.,\\ ffrl���J' IT •I'k•."1„� > SBE REMOVED ! / /EXIST7NG \'''''T,S'Ic.1.-.L."--‘ S. 11 n EXISTING //P/OS�TING VIBI(RNUM SUSPENSUM ,-.. �, // 5� �`L '.MANGO TREE ON -` HEDGE�O REMOVE I 4+i" •'Si f *STING ROEBEWN if/ / /' SARAI PALMETTO }y 7 L- •���-��..��''yy�t �' i TO BE REMOVEDU ADJACENT PROPERTY / EXISTING VIBURNUNTSUSPENSUM 'k n ' , F• HEDGE TO BE REMOVEDR'14, {; ./ / r// / h .•�- 20 2O1S7o • T,�; EXISE RE GREEN ISLAND i �� • • '+ +t II TO BE REMOVED ` EXISTING ...I lT: ' EXISTING ��.s., //�/ ONE STORY BUILDING r r, \} I ' `' SABAL PALMETTO _ EXISTING G ,_, c- \ l�L PODOCARPUS `�t"CC "•\, \ ��,�� r At���`}�Ep�41;�.w��-*� / Q„ TO BE REMOVED $,i }`\\�-, \\. i % / / {.�l\',E�ll�1 V f ` 11k, / ! /, EXISTING ro 0 J SCHEFFLERA ".`, / SARAI PALMETTO ON PROPERTY LINE L1,iA.xI^ i • Y '7•\\ / /'EXISTING Q f // / CONCRETE SIDEWALK 0 1 / tom- / CC % Q Cl/ // � // > // I w Z / ix 0 v g CERTIFIED ARBORIST TO CLEAN OUT ANY ROYAL / Ce W W Z POINCIANA ROOTS THAT CONFLICT WITH PAVING Z / O >- < H4 • U- IX W W LU J W .j CC fA 0 W f- DT-1 OF 1 PLANT LIST LANDSCAPE CODE REQUIREMENTS j\' / 1 'CITY 'BOTANICAL 'COMMON 'SIZE AT TIME OF PLANTING 'SPACING 'NATIVE?' LANDSCAPE REQUIREMENTS REQUIRED EXISTING PROPOSED PROVIDED I rip TREES A PERIMETER BUFFER LANDSCAPE REQUIREMENTS ROW ` l CA ' AR 11 ACERRUBRUM RED MAPLE 'min 16'X T.min B'CT AS SHOWN Y Minimum green space(175'F x SI 873 SF I 1008SF 1008 SF i I / — AVC 1 AVERRHOA CARAMBOLA CARAMBOLA min 16'XT,ION 8'CT AS SHOWN ltrce for eadr 30 LF(1751F/3D�) 6 6(S trees+3 palms muntrd3/1) 6 ES 4 BURSERA SIMARUBA GUMBO LIMBO 18'XT,Mtn 6'CT AS SHOWN Y ,s CE 17 CONOCARPUS ERECTUS GREEN BUTTONWOOD MULTISTEM mM 16'OAH.min 8'CT,MULTISTEM AS SHOWN Y B PERIMETER BUFFER LANDSCAPE REQUIREMENTSAEUTTTNG PROPERTIES I. I , \ I�f� CES I8 CONOCARPUS ERECTUSSERICEUS SILVER BUTTONWOOD STANDARD m1n16'XT,min B'CT ASSHOWN Y Minimum green space(455 IF 5') 22755F 24245F 24245F 1 I \ CO 1 CHRYSOPHYLLUM OLIVIFORME SATIN LEAF min 16'DAH,mbn 8'CT AS SHOWN Y ltree for each 301F when abutting non residential area(BOLE/30.3) 3 Stree,2 palms ltree,Ipalm 3(2trees+3 palms routed 3/1) •\ `�1 CS 1 CASSIA SURRATENSIS GLAUCOUS CASSIA min 16'X T.mM 6'CT AS SHOWN I tree Spreads 25'when abutting residential area(375U/25=15) IS 2trees 13 trees+7 palms counted 3/1.2 15 U ED 1 EUCALYPTUS DEGLUPTA RAINBOW EUCALYPTUS min 16'XT,mM E'CT AS SHOWN EDE 1 LAGERSTROEMA INDICA WHITE CRAPE MYRTLE mM 15'X T.met B'CT MULTISTEM AS SHOWN O INTERIOR LANDSCAPE OFF-5 E OP LRAARIPNG REQUIREMENTS EJ 1 ERIOBOTRYA JAPONICA LOQUAT min 16'XT,min R'CT AS SHOWN Total paved area 60545E 60545E EA54 SF 521 25th St, Required Interior green spare(min 10%of total paved area) 606SF 14725F 14725F West Palm Beach PALMS 1 shade tree(or group of palms)each Island 3 3 3 FL 33407 SC 10 SABAL PALMETTO SABN.PALM 20.24 OA CURVED TRUNK AS SHOWN Y l shade tree(or group of palms)per 125 SF(Max 25%palms.2) 5 1 5(shade trees) 6 Tel (561)747-3462 SP 1 SABAL PALMETTO SABAL PALM 14.20'OA AS SHOWN Y Fax (561)747-0281 I www.studlo-sproutconi SHRUBS _ XERISCAPE CALCULATIONS LA 0000907 CHI 49 CHRYSOB41ANUS 1CACO COCOPLUM 24'Y24' 24'O.C. Y 30%of landscaped areas planted with shrubs andgroundmvers 49045F x.3.14715F 14715E 3278SE•68% 32785F LCC 000213 GAG 20 GALPHIMIA GRACILIS THRYALLIS 24'x24' 24'O.C. 25%of all required plants-native(965 x.25=242) 242 975.95% 925.956 HAP 116 HAMELIA PATENS FIREBUSH 24'1Q4' 24'0.C. Y 50%of trees-native(32c0.5.16) 16 5(3trees,2palms) 35(24trees,Si palms) 92%of ell trees are native trees MUC 22 IMUHLENBERGIA CAPILLARIS MUHLY GRASS/HAIR GRASS 18'18' 24'O.C. Y PLA 20 PLUMBAGO AURICULATA'IMPERIAL BLUE' BBLUE PLUMBAGO 245:24' 24'O.C. Required R of species-32trees•4spedes required 4 5 S RUA 1 RUMOHRA ADIANTIPORMIS LEATHER LEAF FERN 24'n24' AS SHOWN Y SPA 101 SPARTINA BAKER' CORDGRASS 36'X36' 36'O.C. Y STU 16 STACHYTARPHETA JAMAICIENSIS 'SLUEPORTERWEED 245Q4' 30'O.C. Y 1" IF YOU DIG FLORIDA... STUD' orout TRF 31 TRIPSACUM FLORIDANA 'DWARF FAKAHATCHEE GRASS 24'x24' 30'O.C. Y CALL FI 1 VOB 49 VIBURNUM OBOVATUM 'WALTERS VIBURNUM 24'x24' 24'O.C. Y I—B00-432-477D GROUNDCOVERS SLUNK WE ONEGIUNKI IT'S THE LAW HED 35 HELIANTHUS DEBIUS IBEA.CWDUNE SUNFLOWER 's1 18'O.C. Y NOTE: MG 498 MIMOSA STRIGILLOSA 'SUNSHINE MIMOSA I'J1,17B'SPREAD 12'O.C. Y UTILITIES10 ED UTILITIES ARE APPR0MATE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES ON BITE PRIOR TO REMOVE SOIL TO 30", INSPECT AND REPLACE WITH 60/40 SAND TO TOPSOIL. SEE ASSOCIATED DETAIL SHEET LP-2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT,SOD AND MULCH AMOUNTS FOR coMMENCEI oF ANY WORK. LANDSC1lPEETARCFIR AESUYE3 NOLLA8ILRY BIDDING PURPOSES.PLAN DRAWING TAKES PRECEDENCE OVER ANY QUANTITY SCHEDULES. FoR unIITY DAOAGE. 6 / / CURVE SABALS AWAY FROM OVERHEAD WIRES TO CES % / SCALE 1'=2CRF ACHIEVES'+DISTANCE TO FROND MINIMUM AS 2 DESIGNED BY CRF REQUIRED BY FPL RIGHT PLANT RIGHT PLACE ® /" ® % 4��_ TO DRAWN BY GF EXISTING SABAL PALM AU. �® / CODE REQUIREMENTS CHECKED BY CRF SEE CHART CAD DWG. \� DATE 10.30.14 CONCRETE OR PAVER WALK - ; �1� �� REVISIONS 01.13.15 EXISTING OVERHEAD LINEiiiV MULCH- ®� ��/ I ® -comments and owner requests EXISTING GUMBO LIMBO �� EXISTING OAK TO REMAIN ;7B 02.19.15 EXISTING SABAL PALM _ .T _ , - - CONCRETE OR PAVER PATHWAY 'A NEW FENCE / "GRAVEL ` - •....�® EXISTING OVERHEAD LINES � � SAND,.` . _ I- ® �1/ •` -- g ® ,.- 4�•� `w /- •, -- ., PERIMETER LANDSCAPE AL �1 v v 0• -41' �%' 'r`0 v ®�RANDOM MIX �eI / , \l3 BUFFER ABUTTING PROPERTIES MULCH - U•ECH .� "� - ©I©A®REMAIN / i� � , EXISTING SOD TO REMAIN t-•- .` ...h �_/A'- 4 �I • �� _ ADA MULCH :Svlx St• IELtS MULCH 'I , .... EX G . • RANDOM MIX ALI®� . :i.. ."..�- ILL_.. / MULCH . • /0 % I E• -_vvv ROO : _'J.. e�/f. �.'." SOD .-AfC PAD _./ EXISTING ' ! - %_. ULEL ?C.. A h4!'iiiv _ ^Q �::.: `- - TO REMAIN + / C % C, I \. ❑ EXISTING TREES �� EXISTING COMPACTE!) / �f.� !, _. ON ADJACENT CONCRETE •' SHELLR TE PATH - r _ ~` J PROPERTY -...v _ GATE ® ,' � SOD - _ j .. _ - �� NEW FENCE' ,�® ti RAMP v F1�:9� � ® `,� • \,_ I TOTAL PARKING iEDAFtELA pc / .AREA. •• / v®NV '•�... : ©�-�/ -. u / \ ... L �, tom, PLAY \-•••--•- INTERIOR .I EXISTING SABAL / - ®<Sk WAX '� �v®vet j / 1\ : ,.. •NDSCAPE' I i I I f'_ � � INTERIOR _ ❑ .'TO REFMIS . • © © � .. OFF-STREET {E •-'oil. / \`,� ." ® v ,� DOM MDC %_ Ir?F'ARKING(G) 1 LANDSCAPE �:r OFF-STREET Z • EXISTING GINGER CLUS)��T.`{((-,J�,%/// v ®� 1, • 4;1• ` \ t • TOTAL INTERIOR GREEN ; �' �► PARKIN• G(C) // \�� .14 Z 03:i144?* 41 � /:0�v i �\ SPACE 1472 SF C � T• IXEyci`I SABALe- .,S PING STONES�'C— . v©v � (T % •0 _' �� R` O" In—/ //'Y EXISTING AK PAD RANDOM MIX / � � j \�` �i� INTERIOR a�41 - ; Ae0 y_ EXISTING HEDGENI. MULCH r-r �-� �� % \\ OVI, '' GREEN SPACE I ` / - v� PROPOSED AIC PAD .' ;- .A (C) r I Ali�••� i t Q 11.: A s .0:4s \ I ` MANGO EXISTING TREE ON—I v _ ` �• • �� v'�' *.• i 1,i 1 PERIM >'LANDSCAPE / t BUFFE• BUTTING ROW ADJACENT PROPERTY to A• i I..,;;./......,:: - /.1008 A yl.y 0� , .I_ 'EXIST! O SABALS ... ,`i i - .1.! I e I O Q RANDOM MIX SPA +`i`� �'\ lI a STING ��I�P� ti { E`/ ___�� // _. ® ,,....,,....,._,..1,,,. 1`' ,I� A _ .ABA® ®©v .' ``�.I ( I -.��s,.-"' INTERIOR ••NOSCAPE _ /'. iWii m RANDOM MIX • • v . ��• `-., SOD:- 4fl �' - •�.t� OFFS - ET PARKING(C iliekt • RANDOM MIX®Vv .•'.��'. v i.i _ /, IY Q ^ ' _`� \i ' EXISTING SAB _ __ \ \` : `r` _ / W LL ) . • EXISTING SHEFFLERA� s. k M�♦y� .. . ON PROPERTY LINE :• -•\ ( W SPAi'�RANDOM MIX -- O Q LIGHT POLE ®' HED 39 ♦ / U 24 SoD. / J ❑ u) W O Q CO ❑ lL J . LP-1 OF 2 JOf3 GNOMONS: MATERIALS LIST: STAKING: �\ e Any building construction material or foreign material shallbe removed from planting areas Landscape Contactor shallbe responsible for verifying all quantities for materielshown al - Landscape Contractor to suggest alen ate means of staking tarapproval with Landscape \ !I I end replaced with acceptable top soil drawings prior to submitting a bid.Planting plan shall take precedence over the plant lit. Architect If staking methods shown are not feasible due to site conditions. e ' _`n Find quantity of sod and rwk:h shag be verified Care shall be taken not to disturb or damage any underground construction or utilities.Any. FERTILIZER: 1 damage to theca aclDes during the planting operations will be malted at the expense of SUBSTITUTIONS: �, ( HURRICANE CUT AND STOW FWD IF SABAL '� • i 1 the Landscape Coaster In a manner approved by the Owner.Where underground Man utecturoh 3pe;.lficstlm:Suhmxt rrenuachuer'e specification sheet(sj for approval of :,/ NATURAL AI.OMER ROPE ALµS TIE FRONDS W/ n. 111 {� obstructions wll not punt the panting materials n accordance with the plans,new No subaa0nions shrill be made without the approval from the Landscape Am:Ntect and/or product.Submit tags torn bags of fertilizer used an sta to the Architect.Submit copies of Y locations shall ba approved by the Landscape Architect.. the Owner.Intended substautians shell be hulcated an the bid the manufacturer's speclfcebo e or warysts of a➢fertilizer for approval. • 4n mil_ SECURE BATTEN W/2-3/4'HGH CARBON 1 Landscape work shall be coprdnaled with the landscape Irrigation work,Landscape MEASUREMENTS: Composition and Oral All teettizer shalt uniform h composition endtri1• ` ,�ampec M dry.erGranular STEEL SANDS TO HOLD SATINS l IN PUG: h Contractor shall ensure that no plantingsher WI Interfere with the proper coverage.Landscape fertilizer shall be tree flowing end or boned n unopened bags.Tablet nos shall shall be �15i�/r BWAtho1NG TO TNAt11.HEIGHT GNDT OF BATTENA L ` , �•Contractor shall point art situations where minor adjustments or retention a addtm of Canopy Trees-Height shall be measured from the ground to the average height of canopy delivered In unopened containers or boxes.Al begs,containers or boxes sa➢be Ley ••" SHALL DE LOCATED IN RELATION TO THE sprinklers heads may be most benetictd for the Ienrsrnpe work es a whole. Spread shall be measured to the end of branding equally around the crown frornthe labeled with the manufacturer's analysis. Ilil! E�..3� HDOHT OF THE FAW FOR ADEQUATE BRACING center of the trunk.Caliper(d.bl.)will be measured 4'E'above grade. � PLANT MATERIAL: Fertilizer shall be slow release with ratio greater than 3 t01 ntrogen to phosphorous �, I.:..I."gA� STEEL BAND 521 25th St, V Shrubs-Height shall be measured from the ground Spread shall be measured to the end applied on top of baokflt,per manufacturer's recommendations. NO SCRAPED OR SCAWiFD TRUNKS - 5-(Z'X4:X167 WOOD eATTENS Plant species and stet call conform to those Indicated on the drawings.Nomenclature of branding eq:ra➢y around the shrub mass. errors 1 �. West Palm Beach shag conform to STANDARDIZED PLANT NAMES,LATEST EDITION.A➢plea material A0 shell calmly with the State of Florida fertilizer laws. p =a�wy" 5 LAYERS BURLAP FL 33407 shall be n accordance with GRADES AND STANDARDS FOR NURSERY PLANTS.latest Palms-dear trunk(C.T.)sha➢be measured born the ground to the point where the mature MN.3-(2'X 4')WOOD BRACES I17-,1 h � � Tel (561)747-3462 edition published by the Florida Department Aprkudture and Consumer Services,All plants egad trunk loins the Immature or preen pad of the Munk or head. CLEANUP: NAL INTO BATTFNS W/20d NAILS li not oervAse spatted es Florida Fancy,or Specimen,shall Florida Grade Number 1 or Fax (561)747-0281 h better as determined by the Florida Grade Plant nduslry.Specimen means an Overa➢height(OA)shall be meawred from the ground to the tip of the unopened bud Landscape Contractor sha➢ata➢times keep Job ale clean and free from accumulation ofr R YNuLDH WWW.stutho•SpTOULCOm exceptionally heavy,symmetrical,tghtpcknit plant,so trained or favored In Oe development waste material.debris and rubbish. LA 0000907 • that its appearance is unquestionable and outstandingly&peace b form.nwrbar of IRRIGATION: REMOVE TOP 1/3 CA,BURLAP E branches.compactness and symmetry.All plaints shall be sound,heathy.vigorous,Well JNSPECTfON: IF PRESENT D. LCC 000213 branched and free of dsease and Wad eggs and larvae and sal have adequate rod 100%irrigation coverage shall be provided.Provide bubblers m separate zones for all 2'X4•x24•w000 STAKE g 6'EARTH SAUCER systems.Trees and shrubs for planting rows shall be udorm In slue and shape.All rwwty planted and transplanted trees unless atiemete approach to provide add/tonal water Upon written request from the Contractor,Owner and/or I.andernp.Architect shall perform 3' It GE ABOVE materials shall be wiled to approval by the Landscape Arch➢ect,bvhere any regakements is approved by Owner and Landscape Archlet, Inspection to determines ton of Contact _ ly are omitted from the Plaid Ust,the plants furnished Mat be norms for the variety. ample i -- 1_�_L•a' -TM�r•�` 0ol ®r" _ IfiltrAfiffit GUARANTEE ACCEPTANCE iT .iLr_1' :;� ' I I_ A➢container grown aslant shall be healthy,vigorous.wn1•rooted planks and established .i-J 1 F- :x ::$:rfOtOOt t; In the container.The plants shall have tops which are good quality and ere b a healthy Al new plant materials shell be guaranteed for one year born the time of acceptance and Fallowing Inspection.Contractor will be floated.In writing,by Owner and/or Landscape -'LT' ''=i�_' growing cond0on.An established container grown plant shall be transplanted Into a shall be alive and In satstadory grovAh for each specific kind of ant at the end of the Architect of acne tance of cam `%: :+: _ - ! container end own In that conlaner Ion enoughfor the new fibrous roots to have plant D piston WIII regards to plant melerW and workmanship I L '+-•-- BACK FILL WITH ORIGNAL SOIL STU D lP I—O U t WDguarantee m. ol The Landscape other for developedtofromRootviolent acts of God beyond control.Replacement shalt ����I(_;i C e_TEi bound plants wit not be accepted occur wittln two weeks of refection and guaranteed sin months from date of Installation. ' '�I is I :i I •- o sUBIRADE Landscape Contractor shall repair damage to other plants or lawns during plant Ste water shag be vented by Contactor prior to submission of btls. replacements at no addtonal cost. The r ae of natural material Is stringy encouraged for baled and burtapped plants.Ad MULCH: synthetic material shad be completely removed from root ball PRIOR to planting. 1/2 THE WIDTH OF ROOT BALL(TYP) Mulch shall not contain sticks 1/4'In diameter or stones.Apply r of'nigh except on top MOTH OF ROOT BALL At time of bid.Contractor shall submit a written schedule dell sources for coconut palms of tree r000als and against wooly throbs.Rootba➢s will recutat less than 1'=Loh with as well as seed sources for coconuts.Coconuts shot be certified Malayan Green with■ no much touching trunk or root colter.Do not apply mulch against the bunks ofwoody PALM PLANTING DETAIL certified seed source from Jamaica. shrubs. TREES: SOD: The most critical factor for selecting a healthy Florida Number 1 tree Is the structure.Tina AI sod shall be Installed In such a manner that there is an even surfing,staggered pattern. SCALE AS NOTED consists of one centralmah trunk and leader.Branches are considered compering IIthey Sod wO be green in color and in good heath.ND overlap•gaps•dorago•Insets.disease DESIGNED BY CRF are DID the diameter of the leader or greater.Competing branches may be acceptable S end less than 10%ctorosis will be permitted.Al Daps will be Med with clean native soli. they occur above 50%ofW overall height of the tree.Caliper of tree should meet 4' 1 A BACK FILL MIXTURE:CLEAN FXISTWG FILL DRAWN BY GF specifications.Leader(canter trunk)may have slight(<15 degree)bow(Tabebuk earaba •, Ld UNLESS OTHERWISE SPECIFIED BY LANDSCAPE ARCHITECT s excluded),but must be intact with apical Ikadny bud �� ••F CHECKED BY CRF Brandies should be spread every(staggered e➢erna5ng)through the Ilea branches D ROOT SAIL CAD DWG. spaced no dose than 4•. • . o:o f P•y, a ..•gypreed, DATE 10.30.14 a \• REMOVE PAPER PLASTIC,OR PETAL yoaaFROOTaA L �Y•m ;°EORER REVISIONS 01.13.15 Canopy should be full o specifications with MU or no openings or holes.Atkl training canopy D d -0 r,�t CONTAINER THAT MAY BE AROUND '• ,' I's Me be taken Into consideration with Geld dugplant material. 7' AD 'OWT AT WHICH SPECIFIED S p G' • d q 4 rJ ROOTS.IF PLANT IS IN BURLAP,LEAVE I + ) inaBuuovr s •+.• lr �,yF?_• OVERALL TREE HEIGHT IS MEASURED -comments and owner requests Trees should have no open wounds or damage,flush cuts,ddorosa,shover or taller men D n. "P.' 1 J r0 J aD m 02.19.15 spectfied height,girdling roots.undersize booze root ball,crossing branches,smear than 4 4 3'MULCH NOT TO TOUCH COLLAR OF TREE .. � I D • r;� "r 4 sal TREE CALIPER SHALL BE MEASURED 6 normal leaves. SEE FERTILIZER 'PD'- 4 •60 6'EARTH SAUCER - HOREONTALztr .a Y I WCHES FROM THE GROUND ON TREES UP TO SPECIFICATIONS - - J.,.. AND INCLUDING 4 INCHES IN CALIPER,AND 10%of root ball shall be above grade after planting.Root ball tying ropes removed from FINISH GRADE ,-�u'A .8 WCH�ABOVE THE GROUND FOR LARGER ONE(1)HORIZONTAL STAKE, TREES. trunk and top afoot ball. 'I '':::.:1'•':'_•:.:.:.•. SCREWED INTO TWO(2)VERTICAL 2'xr 3'MULCH EXCEPT ON ROOTBALL 'r F�.. ';'�r;'�'�•�'�--'I Trl„ TOP OF GALL 1'TO Y ABOVE GRADE AGAINST SEES OF ROOT BALL(SEE ABOVE WHICH SHALL HAVE LESS THAN 1'OF MULCH MULTIPLE TRUNK TREES ' 4 I- EXISTING SUB GRADE FOR TOP PEW).SHAVE 1Yr•OFF OF ROOT NO MULCH AGAINST TRUNK OR ON ROOT COLLAR 'I ii h :::::::,::::::::::::::::::.11 E1'I=I BALL OF CONTAINERIZED TREES TO DETER 2 . •'EARTH SAUCER Trees having no distinct leader.Trunks m these trees ahotdd not be touching and free of SHAVE)4.OF ROOT =1 ••••: '�•-_��o GRCUNG ROOTS BALL TO DETER �''I' �•••• •••�4:`❖' I )-A:`;••.•..- ISH GRADE damage and similar In s:ze.Canopy chordal be Ail and oviform. BALL T ROOTS Z'1-1, '�I_ _ BALLS GREATER THAN 7-0'W DIAMETER , ::•T•t• 1�� 1OS OF ROOTBALL ABOVE GRADE RELOCATED TREES: l- ;RI, -�' SHALL SIT ON HOUND OF UNDISTURBED `''. J_- REMOVE TOP 1/3 BURLAP ' `•:•••:❖.;•:::••'.1 EAISTWG SUB GRADE I 1 i-' 'yl��i--' sou_TO PREVENT SETIUNG.BALLS j"-'i; '• vi 'T- .�-.-11'I'-'I.' SMALLER THAN 2'MAY ST ON COMPACTED TITS!. :;:::':':;::::: .'j j= UNLESS LL µIXTURE:SPECIFIED COSTING FLLLLI These bees may not dmfomn to grades and standards,yet do have quality criteria whkh SOIL DIAMETER OF HOLE SHALL BE MN. FOR TREES IN SODS AREAS. rl-I_ }. UNLESS OTHERW SPEEgnm BY LA affect the hea➢h,longevity and safety of the tree and 6'MIN.(TYPICAL) DIAMETER OF MULCH RING u Tc?�r� //��// ( Parson with may corded tree).This 1'-0'BIGGER THAN DIAMETER OF BALL SHALL •BE A MINIMUM OF 8'-0'. ':•:•••••••• _ BALLS GREATER THAN 2'-0•W DIAMETER Et is NOT meant to be guideline for transplanting trees•but rather the criteria by which Ill�1 1, Cll' T�j"�-I- SHALL VT ON MOUND OFUNDISTURBED relocated trees will meet Tows County,Sale or governing agency guidelines.Trees Welch 111- I i ;I ^y,-- SOIL TO PREVENT SETTLING BALLS require excessive pruning should NOT be used Damaged or dead«located trees will be SHRUB PLANTING DETAIL SPECIFICATIONS - � —' SMALLER THAN 2'MAY SIT ON COMPACTED replaced with appropriate number of caper Inches and species equal to relocated or dead 501E DIAMETER of HOLE SHALL Be M AL bee,as approved by the Landscape Architect. 2 TIMES BIGGER THAN DIAMETER OF BALL 0 No more than 2D%of the foliage shwtd be removed for any reason(enticing Sabel HURRICANE CUT/STRIP HEAD — Palms).Trees should be corrected for any structural defects.touching benches,dead or I rotting wood,V-shaped branWkrg or branching which may effect human safely Issues post SECURE BATTEN W/2-3/4•HIGH CARBON TREE PLANTING DETAIL V relocation.Topping U g a relocated tree not acceptable. STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING PROJECT.DO NOT NAIL Q o Damage W bunktoanches will not exceed 10%of the trunk diameter and 2'In height BATTENS TO PALM.HEIGHT OF BATLENS SHALL BE LOCATED IN RELATION TO THE b s, HEIGHT OF THEW PA FOR ADEQUATE BRACING My major limb a canopy pruning W➢be qualified and perfumed by a Certified Arborist J�p I 4�oaZ iii IRRIGATION L': ` '` ir 5-(2'X4.X16')WOOD BATTENS NO SCRAPED OR SCARRED TRUNKS V `, e\a`� vJ Preside bubblers m separate zones for all newly planed and ransplentedtreeunless - �, `�. � - STEEL BAND alternate approach o provide additional water Is approved by owner end Landscape 4,,{y/ Architect µIN.3-(2•X 4 WOOD BRACES Q9 ""�� 5 LAYERS BURLAP tit WTO BAT NS W/20d NNLS Wf'3T{,, n/ 3•MULCH LQL REMOVE TOP 1/3 Of BURLAP IF PRESENT ��� LU ` EARTH SAUCER /\ BAQC 0 CURS�TYP) iii , .� 2'X4'X24'WOOD STAKE17 e �131�L.._.r n:t:�.•JFisy'aD�Deµ11a I� PI I.. THE REMAINING ABOVE ABOVE EXCAVATION AREA(� 1= . CAv1PPd lt1 SOU (12:r ME) IL ;•, 'I I^ "'1 ii HEIGHT OF ROOT BALL 1'. , ••:•':•••w.•.•::::,,:•. .� _ I rl' LLI g 17I r',,,=,.-�i=-:7•li: :••r- ,fIF�'� BACK Flu_WITH ORIGINAL SOIL U I REMOVE SOIL TO M- ~I ,_ U CL 30',INSPECT AND EXISTING sera GRADE YOUt5.- US FIRST! W LLI W Wri REPLACE WITH TOPSOIL 60/40 ND TO urnlmc��2t 770 ALIB �' 1/2 WIDTH OF ROOT BALL(TV? OOf SA LAW 0 > Q 0 THE ROOT BALL WIDTH HATE; I,,,I, CO IN UTILITIES AREAPPROXWATE Li T 0" ► IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT, CONTRACTOR Is RESPONSIBLE FOR VERIRCATIDN Z (Y ` SOD AND MULCH AMOUNTS FOR BIDDING PURPOSES.PLAN OF ALL UTILITIES ON SITE PRIOR TO O1 Z CURVED SABAL PLANTING DETAIL DRAWING TAKES PRECEDENCE OVER ANY QUANTITY LANDSCAP°.A wTEANNYA DURLgESNOLwBllm D LU Li— LP-2 SCHEDULES. FOR UTILITY DAMAGE LL LP-2 OF 2 ISSUED: 01-15-15 -•INBOW EUCALYPTUS EXISTING WAX MY =1t,r .,... _r��UMBO LIIMBO 0 Fvegft."-tt,... -----• T �I I, o� o r� Or ��% �I•.11 IBORRERO rierS-44... EXISTING SOD COQU• o BO, '`�. . ARCHITECTURE AR 5.Lon CRE-AI I TO REMAIN I I �•,' �/ �� 1 ' ircle Delray Beach, 33444 1 ` r tel:561-271-0164 v 4gBO BOA �� SODt•�� / LUMINAIRE SCHEDULE 5 aeJandoborref Flotida stered I C °✓� • CREI�-Ekiiiiiiiiiiiiiiiiiiiiiiiiiiiimps-N-CAVE:-R-- /rPAVERSLID '`���•/ ,- Architec[ • ymbal Lebo O1T Cekb9 Nunibx De+^g061 lenp Flb Llmere llF WeIN AA26002653 1 �' ` -ATFNVA�f _ �",^•m•^•'°-�'^•°-.nt•• SOD . � � � Pta AREA C TNGiT4�551.02.31,450. SO Dt0DE5.J0001( 11 ,KJESAbaNle ODS N -H55 WffN FgVSE 0.1rEXISTING- SEAGRAPES411111,40"-- Y� 80E SHED. REMULCH t' TO RE CONCRETE +rORYPA ��I ' UNDERNEATY r011ir4Wil IEP Pr . ARCH1TEcruRALSa oloDEs.3o00K D4K-150IES AD1dNe 0.vs rw AREA UGHTIND aK+so/EsCATNCL-T4`\ 1I�tSSLEOJKJ50 � I' � �'i I� 0.1 �MI eiOX��\ A -- a BPAIRDING TWELVE WHILE LIGHT R0_12k_510. AMMON 005 12a 0• �r Wt UONTNO CAT. MTN.DIODES j _ oOO � / 1oA -- .LCC-t2LVdWt -UP PO VERTICAL SASE. in I liel - r •Arsonr_ -711119: ../^`1 '1 LOW R�• e I Y� 6. I I !lip i, _ 7, b.0 0.o b.o L.o IC�.7� � • / _, ... . mg iii ur 29 , t 1 _ _ 0.o b.0 11,11. 1r Euutc- - a 10 J INN ADA MULCH - \• ` 0, /��/ �. �b• 20 2.0 2.0 V ® _. !4 , , CONCRETE, • b.0 a) I I w._ I 1ro OR PAVER W `, Awer. ' Vj BULK SHELLS 4, -4 0.0 20 b.•illW re - I' - air _ LOW b.01 b.o b.01 , VEGETA ON SOD I l a) 9`p_-` U - �II oU co a I e N I'���1�4)a. of b.o to .O L LL 0 J m o.o b.o b.01 .1 II 1 mom `lay •RIGINALFEN = OCATI. ; O I mI 'i-I t1 1 D. b.o b m1�pT r7 Iii I I.! II o 0.0 13.0 •0 1.7 ::::1.`--"�1 r■y,. II I 12 1] .1.7 22 D.o STATISTICS o O 0 m-1 PROPOSED FENCE LOCATIONb., �' O2 > Z-Z eII • ♦ De.apeen S11nbel A.0Ale[ tatAlnn4nAv951Y1fl- vVik Ana I �,, ` III % 1 1 1 ALONG PROPERTY UNE O.Ok 02to ODk NIA NIA D-Cl)4/J(V U N�LL b.. to b.o1 • .{ tL�_ J 4 1t 1e EA->_ ma^ 2 1.1 1.4 .2.0 28 .22 27 .1 ..0 T1.0 * _ 1 i tip-Apir ,�1 - 'M1- ■ I ��•'1 I I1 ALONG WAL/OYAY ,�, 2.tk s3k oak e.O:t I.e:t Seal 0D0 b.0 •0 1.1 I ilk 11r_ 13 1A �� ■ �_ ❑ 1.- 5.9 / •4.8 23 21 5 1.4 1.D 29 2.9 •43 10 '.-� I b.0 DD pARK/NOa ENTRY + 02k Oak 1Dk Oat 02Y Q I1.i.;( 116 dl� ` �. da b.D 9.01 0.8 Vik at, 1�[., .. _ ____: i' - 22 . / be 52 1e 23 1 1.7 23 2.5 4.8 'st %.] D. b0 jV 1 LUMINAIRE LOCATIONS A °� Location AM 1.1 0.0 b.0 ..0 I �\, 22 •IA 5.1 %.9 • i- I.2.1 2.0 2.5 .9 42 2A' 22 1A 1.7 23 2.6 2.9 '42 DD 20 No. Label X Y Z 341 OMrneeen T3 X Y Z Q �� � r I I OI 1 rh Ins ms 1z.o 1zo -SOD on ISS2 40a 0D0.0 2.0 971 .8 24 17 23 2.0 2.8 %.7 2.5 2. 2.7 _ _ _ J 22 •-0 2. 4.1 2.1 42 20 20 1.5 •.5 2.1 4.4 4.D 1t . D.o NE0RA-NS'"OAM INE DM 2 P2 2572 4a0 12.0 12.0 4230 aD tn3 40a 013 MRAMOfmf}S sC90Ci A0 llN6 tour Aig .. J ] P1 15ea 42.0 12.0 12.0 00 OD 15G5 443 0.0 ®m AM�µIIIE PROPERTY OF BORN. AILo01EL URE.NL•NO NO PART 0.0 2.0 ..‘11111k- 2.3 2.5 1{ 49 5.3 5.5 4.5 4.0 4.1 '5.1 3 52 ¢52 2.9 2.50 2.7 2.7 3.7 2A 1.7 1.] 19 20 2.9 43 2.8 1 DD Do 4 Pt 1112 443 tt.0 12.0 2mD On 1t5a 443 D0 11u[oE NM.BE O1a®aY N1) I WMPERS545 TIE Net OR COO•Df 1 I[4 1 N O1516735.101=PT O 5 P1 258D n.0 12.0 12.0 270.0 OD MT nD 0.0 11[PERMSNMI OF effee•1lRR 0 e P2 1n.] )e.t 120 12D D0.0 0.0 1e09 7e.1 0.0 PROWECXeK••G to 137 .71 �; 17 2.0 2.0 26 2.7 4.4 4A 2.8 7.t 22 %.5 2.1 b2 4. .0 2.1 22�/19 4.8 3.8 2.7 1.0 1.3 1.3 1.8 2.8 2.8 42 27 ^10 D.ol 90 DO <\/1J� � `--�• IUI T w1 vea tom eD am VOA OD na eon o0 1 e P2 t2eD n.5 12.0 1. zmD 0D ra4 72D 0.0 to 0.1 '02 4.4 4s 3.8 24 1.7 2.4 2.8 2.8 28 : 27 17 2.8 e29 1.9 •42 S.D 5.7 4.4 So 2.0 1.5 1.5 21 2e 4.3 4.8 29 1.4 tl.o b.0 0.0 v w1 m3 toxD 5.0 eD 90.0 00 1m +azD D0 '^ II ro w1 1x.0 ltes eD 5.0 0.0 oD IMO 118.5 80 i b.0 b.t b21 2' 4.9 2.8 4.5 �� Nick 23 5.4 2.5 4A '32 21 1.6 1.7 23 0.8 4.9 1.7 y e b.t1 0.0 0.0 1+ WI ills nes eD 00 0.0 as 111s nes 0a u I EXIT Pea I�► �AL 1-1 I D.D b4 011 2. ONLY 4.8 ,1• 43 WO 5.4 4.5 20 20 1.5 1.7 2.4 0.7 0.1 47 41NT-. ' /, • b0 N o. Do D.1 D.7' 2. 2.8 %9 1. :1 22 43 4 22 D.0 D.0 o b.o b.o D.t 1, 2silk�, its ii. Ir 110.• �� /rk, n d -.,1 122 2.5 23 alik.01 ' b.0 0.0 13.0 12.0 07 I 1 1.4 1.5 , ,� f-� I , ■•1 b.0 Drawing ntle ELECTRICAL - - - - J��►, r'� 1P IRe•►w � ��// +✓ � / SITE PLAN I - viy �,.-a - - -- - - - - - - - SITE •' �.o ` e•_ �� VALUES ZJ t..._::-..--,.. -- Scale see plans Project No.14013/14123 Date 10-31-2014 NOTE = _ _ .,,-„A` .3•;:o ff - = - - - •IOQ.:1.10ENGF••..O�y' Drafted by: DJM THERE DRAWNCZ4 ARE PfARED PEA - - ESTATiBFA t•DlJTTRV BTANDATIDB AND THO5IPSON 14 YDUNONOSS L C; NO.5170 ;N- Checked by. NY t]ILRrt¢vnm eoNsuLTAN1s•"° REPRESENT THE ENGINEERS DEEM =* * :*= ELECTRICAL SITE PLAN - PHOT•METRIC VALUES 1 r THEY ARE►roTMa,� • �A,�� : ; N SCALE: 1!8^=1•-0" PRovDE EVERY DETAIL OR OorDti}oN ?▪p▪ '. ` 'Sheet No. a)AUn+oRawnoN .e1-..A�oRtOP•' ' _--- -"• ( TFECONRIIICTORTtfIOUGHSU8Lf1'►ALS No. 26096 '%',.,ioNiL• ,2. AID CT? ONSEL NATION ETFOR'O A ••..N11111 ES-1 . 1 FULLY RESPONSE LE POP PROVDINO A 112 so,ncAST ton state m:Sal-a4-mm COMPLETE MD OPERATIONAL BULDNO 063AT emit.rt.33483 TAX 551-374-0= IMET}EI NDICAIID ON TIE PLANS OR NOT. .e..61.1641.6 E-1141:w.•1..r1.,..n1 L LAR ED 0 Cat# Universe•Collection Large LED—UCL 17rrE Universe SPIaUL01NG L W, Aw Job Type GL I G H T I N G ID/COPSE E FEATURES SERIES �, , �, 7TM�`''��� a °4 LCC SERIES Approvals 11 cr- XJ3-. Ja__ - �Ee M4 x 0"" ',.::,5' x :� _ r 10 i - 5 u i 737101�•5T8 SPLAY Im1a r`• f •- '�� PRODUCT IMAGE(S) ®� • SPECIFICATIONS 111677 ''''''1 75W } 1v D 55U T 1 E 1 4SR.rR TFiYIED 75ED ! it A 99ww D 1i19 71 1 E } I••. 712E4 7468171..,81 5741 - : Qu 61 u0 7504 SS D 1 } HDD Intended Use t, 5� 71922 I 7155EE SW } 6 1 880.2 71.p u x D } 7Yxr1 1 7.,.:� 6K6 } Jr11 A EI} 601 b D r • Full cutoff',IDA compliant entry or perimeter lighting es t,�1111 1� mEt.4.. ,. p®nm yr mow( 191b1Cr 2025 75.0450 525 IA 1 D 1 un 75 1 5 1 X72 G 1 6 ! 4?1E0 2450.p LLD 05 1 D} 51A »A 1 D} 6� n 1 D l r / • Six to twelve foot typical mounting heights • 55404 TF666 45H D 50 1 D} 5n 67 x 1 u 1 D} 03 1 D-r Dal 32711 Construction 4`t1 cuwm e`n;;;,- 9 80,8 • Decorative die-cast aluminum housing and door.Rugged design protects internal N'4 components and provides excellent thermal management for long life 43rm • Flat,tempered,impact-resistant glass lens protects optics D.E""'"`""""""CFN5iL5 • 800 Series powder paint finishes provide lasting appearance and are available in > _,A.60.. ui'15,,,• �. ,. A.y46;- ,,,•,,, •,, w AD 1 5 naiad(I standard finishes:Dark Bronze,Black,White,Gray and Platinum ...m Y- `...= .E..n1 ..:T 1 NI_-Li.-";TT. . DIMENSIONS : 7m : .41 },• 1, 1• a m ,D<) Q10 1.. .}AY ..Y LED a.t av : do ea we ,oP LCt3tp, • 12 LED system delivers 820 lumens at 12.8w for 64 LPW efficiency 1-- A _I H. B --I LED=DA ""`dam • Universal 120-277V,50/60Hz driver,.5 amp max Ca.V tv,mYl.An4xcCR.. sm+- 5E.4...C...... �41RA" E6D01-Tl•J1 bD%4.11 4600:-(4004 Cow.my4ry[r.Nic •4J1,...u ;AW45SA11 ijil l C 1x ,g eF .A Installation • Two-point lag mount securely holds housing to surface;Mounting template is provided. i' _L • Designed for mounting over standard recessed junction boxes or for wiring with surface TAW 1.1.1111ECALCIRATOU "x"'EE""E`"""`""°" conduit;Yz'hubs with plugs provided on top and sides for versatile access • 9.0 9.5 7.2 8Y54.528.134g404 m..Amliaa•eT y 1 S-- SC .hIDn�W7 1pvY4 IT Wm. I.ES s 1; I 'S :1 :J ..• Listings (229mm) (241mm) (183mm) • Listed to UL 1598 for use in wet locations APOMEUsESOW"Am.I O""` " -- • IDA Dark Sky compliant ara ,.5655.,G..,w o,,K> 1 Ge»15 ffi0334 ga•b•• Co°,°yi IA Arm Aro 9p AN ....1 '71'PAOTEES----- ______ —_-_ I 1 I erp,alighhm LED unit IDA compliant—zero uptight CERTIFICATIONS/LISTINGS - - _ „___... , C US .1 I Ii ARMS ORDERING INFORMATION ORDERING EXAMPLE:LCC-70P8-1-LP 0 Universe �• W' LCC - — mg0 nu A6.oted Armsn I LVo _ 1.LIASINCU6 SERIES WATTAGE/SOURCE/VOLTAGE FINISH OPTIONS* 1 61- 1.„• Fj_021 - o �5 LCC Laredo LEW 1 Bronze PC1 120V button photocontrol i 11) 7 'r� s •' u o s�PLR S. Compact 12LU-5K 12.8w,120-277 2 Black PC2' 208V button photocontrol • l riFrs. ‘. 1.-.---;.' .. Cutoff i e r I 11AW'YMKd, cg a i 50/Boltz(5100K, 3 Gray PC3' 240V button photocontrol �I{ o▪.Y.o-6a 820 lumens) 1 i o„" 4 White PC41 277V button photocontrol 10 5E 606E Amp . u� .a311.3 .;, ,„� SISA 5 Platinum ❑6L6EL ❑ /1-R - ❑va SR-SNa Tole Mumte0 Arms vmit,filar 11AL10W GLA1Jl5 Q YSL,BEI. - - ❑VS/ALA sr-1 O vsLS uen.nuS Ring IHir ± i � 2[.STnI6Uf/ ❑73.661ID • ❑ -Sa 0 7u u . 741 us D Ta 74-66Lm We b 5...6.A41 t.OA:»S WC to p.515bE 14 M.OIL Y 1tl4Y Pk..eS.E1 Wt QA:J} 075-561ID ❑7LS65 ❑7R362 11) . C100IN4OYUMS 3.COLOR TO/ 'e a3K I j: I l r =u7 `.71 IIAf Y ....u4-x.5-..56.u.. zm.w rw.. I; W.ux t •45.1:4•. > W.� "`}" LCC LED System: ACCESSORIES • 5100K color temperature LCC-SPC Polycarbonate shield `j-T• rI� � • Five year limited warranty PBT 1 120V button photocontrol 1Lu I\ I Su17 • Typical spacing of three times mounting height PBT 234' 208/240/277V button photocontrol 1; mu. E— wmx: • LED is IDA approved—nouplight -- ,,,,,, PTA-1 External 120V Photocontrol(use for 70w) Note:347Vis available in 50P,70P and 70S 17.-- I ""L1 PIA-8 External photocontrol 120-277V(use for 70w and above) . Example:Change 50P8 to 50P6 arcS Sig'htiina , 2 `Not recommended at 70w For use on CFL and LED units oNy• REF:LM79ITL75992 296 ara4g — �� DING Spaulding Lighting••701 Millennium Boulevard••Greenville,SC 29607••Phone:864 678 100D •• •HUBBELL HU66rr 1 E I G H T I N G Due to our continued efforts to improve our products,product specifications are subject to change without notice. v Lighting C 2014 SPAULDING UGHmJG,All Rights Reserved•For more information visit ourwebsite:wwwspauldingtighting.com •Printed in USA LCC-SPEC 11/14 GENERAL NOTES: w mh u c ran.sz - 5 1. AU.ROOF DRAINAGE TO BE COLLECTED - e Z NiMM St n •' S ; TFHRtI GUTTERS AND/OR ROOF DRAMS AND I CONNECTED TO UNDERGROUND DRANAGE SYSTEM 2a. • rax.mu .Z S n-' NA ROOF DRAIN LEADERS PROVIDED IV)Ec,u ` _ 2 CONTRACTOR TO FIELD VERIFY EXACT George Bush Blvd a.,- - -George 2 LOCATION,Siff.AND DEPTH OF ALL Dogma I _ LL trou TES AT TIME OF CONSTRUCTION AND wmot 7 .s'c REPORT ANY DISCREPANCIES TO EMRRODESIGN L rax°u Z ASSOCATES.INC _Te_.nvsv,u 3. NO PROPOSED IMPROVEMENTS,BUILDINGS ah_ A m_• �"�,,��yy` a OR ANY KIND OF CONSTRUCTION CAN BE � - .....t7.1te s�yf PLACED ON OR 1WTHIN ANY WARM,SEVER OR - _ , � _,: _ DRAINAGE EASETMFNiS,UNLESS APPROVED BY " s:. 1HE OTT OF DELRAY BEACH CLAY ENGINEER. \ "``s*c' 77 �'� rt[SnV 4. NO PROPOSED STRUCIUFRES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF ote `+�` Nesn se s 10-FEET FROM ANY EJGSTMG OR PROPOSED WATER.SEWER OR DRAINAGE FACILITIES.UNLESS lake Ida Rd NE 4th St NE+as E 1! APPROVED BY THE CITY OF DELRAY BEACH CRY ,,z�/� - ENGMFIIL \ , ,\• .• & NOTE ANY TREES OR SHRUBS PLACED ,`\ LOCATION MAP WITHIN WATER,SEWER OR DRAINAGE EASEMENTS, � ^, 0 0. 3 THEY SHALL CONFORM TO THE CRY OF DELRAY ,,\e BEACH STANDARD DETAR$ LD 1.1&LD 1.2 �/ /'a\ o ,g`` N.T.S. i OADOTRONVER NEX L LANDSCAPING 1RENQR�ES� y 3cuihr•. / / \••9 \ ae., • PLACED G b & ALL SIDEWALKS TO BE CONSTRUCTED IN 9� ,{/ % \♦ ^ +` - °,,,F. ACCORDANCE WITH ADA REQUIREMENTS ALL 6 •/ ` =� 0.d e��� \:!,),A ��,�.�! uS SIDEWALKS NOT TO EXCEED 1:48 CROSS-SLOPE / .♦ QJQr ,@y AND 1:20 RUNNING S OPE& ALL RAMPS NOT / • ♦ q• ,\ ?qti 9'� • 1ps E 10 EXCEED 1:48 CROSS-SLOPE AND 1:12 ,R- ' `♦ i1`�,. +Z �S ar°� ' cL5 1� RUNNING SLOPES WITH MAXIMUM RISE AND RUNS , U' 'ti ' \ 4 ` \� �8 p'q-/' 3 PER ADA REOUIREIIFSNIS WITH RAILINGS WHERE o a .�`' •c^ \ o rz `e d4 (\ NEEDED. LANDINGS WITH 1:48 CROSS-AND J r / ° 3' q 4 a° n id .- RUNNNG-SAFES ARE TO BE PROVIDED AT a qa / \ +\ yC(4 O� S� y�` -% 2 TOPS AND BOTTOMS OF ALL RAMPS. +y} ,- / \ \�r sosnwsrsae ti& f• tt``�+•`�/-x/ X 7. CITY OF DELRAY BEACH UTILITY DIVISION JQ.*�``o o'c� _ -m ' ti /'°/ _i �\ +,\+, � �0 , LEGEND: MUST BE CONTACTED AT LEAST 48 HOURS sr.yb r �o..¢� / 1'_t:_;; \ / PROPERTY LRHE PRIOR TO ANY SHUT-DOWN AND/OR REMOVAL �F� 4e ?° • % • x.avExn¢E /` CF EXISTING WATER MAIN OR SANITARY SEWER q,9-Pe43y. :4. / i diacP4ti "a \ � ,`, ^J.. WAR/ Q SECTION�ENTIFIER TINES AT 581-243-7312 `' ` , - �e e q6`4. / 0 1 ci<' + s i u:. x11AM & THE EXISTING SANITARY SEWER LINE MUST J.9—A�2.os� j eA ; dnaP �%�V i� �-` / w ,/^ �D PLAN PAGE DETAIL PACE• BE TELEVISED PRIOR TO AND AFTER ANY ey�e 4�.xP / o° "vennE e r / �- .`/� •• r / �i SANITARY SEWER SERVICE CONNECTION. sst6 / ; o-mauNo \ m ,Y/ U REMOVAL AND ABANDONMENT. °G.'ti ,� m' /. ��'3I` _L �.- `�, ,"p'•70'SIdiT'" / / 18.5 PROPOSED TSEVATION & PARKING LAYOUT AND STRIPING SHALL ry.9 doi/ Fm 1. �� ax; oa ` '• �V'� TRIANGLES 3/// �d•� .. '�^- DIRECTION OF FLOW p QaQ O FOLLOW OTT OF DELRAY BEACH STANDARDS . / // ` - ,f _ e. E °, ^e i--i 10.ALL WATER METER SIZES 70 BE DETERMINED % / r II .1 1.3 ���+'P }A.T EfGSTINc ELEVATION [� + d' / . •r I\ _ _ _>_ �' , r oar-•.^ r7 BY CITY OF DELRAY BEACH UTILITIES a/ / \\� ••� ,� �) -` , 2' V c'•R'�t4 DENOTES AREA OF PROPOSED agill14 DEPARTMENT. \ // / •�/ '--`-�- {' � , `s • �'-__- -A O y "� .,,,,e ,se. ��� ASPHALT PAVING W w CV / of ~:��L. '` \ a -t- .i �.t� i,A► / 8 �4��°�6ey~• 4��fC TO BE REMOVFDOF ASPHALT .� {E. t: �i MATCH EAST °o°.<t�'�\ DENOTES AREA OF PROPOSED W O 3°2.° , •4 ®® -!!:; -- a: \ EL317.0 5.F` A U °1q NeQ . \\ 4# (:� / 2 ! / . e , ►���� F'EPoMEABLE PAVERS-SEE DETAIL G]y' (V y�Ft• \,, .. '�`®® /` .- �.�e SKEET 3 A V ►ry W •,\\\ •'• EXIST FF 11 's"t :. / �o`'c' S 4 T PROPOSED WATER METER C4 E-e _O O A'' '1► `-;r-�� >.c.F''�` 'gyp.' APPROX LOCATION EXISTAi ig \ �'�`\ ,,,,_,Et_ ' ►�a� r '" y� �a,� SEM CONTRACTOR F,E]D O EXISTING MANHOLE 0 ° Z d \ =19.80' NGVDT•. of , \ w ..� ,y. zv o , �r e7sq+kgp9,2Y-INSTALL. C.O. SANITARY SEWER LiEANOUi + Y� ' ♦� • '� 40'��•C ,i- ��N. w SO' z, p/� y .+cl''P•cr' CLEANOUT AT FTROPERTY j SNf2.E SANITARY SERVICE VfTH °aCD ^• ,jpp03, �I - -�� a---,= '�''/ .\4/ SD �'AY/, �Es SEE DETAIL SHEETS l aEANarr N w +\ svo ,,\` a,__121r /' yas/ OJ°��y.� a to A -tp �,,, m q/ APPROX LOCATION cow `+\ '3i'��`���� . s f`Y / / y rtY WATER SERVICE- CD 0 �80 . N- - >._ ' #v/Orpl-q CONTRACTOR TO FIELD `,\ co. • a., ` ••.-__m;•;._ 24 W4ROE`, a, ALT '� VERIFY-INSTALL HATER •� z ♦ qp . a Q•T~/ METER AT PROPERTY SEE E, m w ^.\ ,,;;lt-- •, ♦ t' STOP / �d%�' DAPPROX ETAIL SHEETS fl pg n I �ydl'ep,,a \N\\ s -/ e � -ECST FIRE HYDRANT �yON p .-. CO ^\ QJt1 \+r a t Q i .OL qQ S.V U `KSd�PE —!� �®- _�� -/ / C C V.. V ..- --- • R 7 APPROX LOCATION OD- P �, / EXIST 8'WATERIAAM m$ F$4 • ' +^\ R ioxTRIAio s` �' • "_ /, / APPROX LOCATION C1 Ma v Rz gm c' •{,P. � / ./ F MST 8'SEWER MAN V: a. ocl:O°'''q ``\ ram/ O/ C DEEP SODDED grail s s wk 0 � �'P ,`\ �`~�� ��y�2 f/ DETAIL SHEET 4 WQ_g bw • ; ' m/ F1�TCH7EX T 4 ... n J\ X g♦ e� . .e�• MI : . .v11! U v -/ QrsEa wse •C6 p _ g Q 'C '�,/, / ye m••r. . lYi IV o L ,,i y% * , CALL 48 HOURS BEFORE YOU DIG. Pll C yd°'W h/ IT'S THE LAW DRAWN: V) ( ,% // 1-800-432-4770 1 • V • 8SUNSHINE STATE ONE CALL OF FLORIDA,INC ��: O JAP. 00 SCALE: 1" = 20' DATE: �' ,O 1/10/16 CD '71- • ,.7.11,y . R, Jos No. 14080-SING O COPYRIGHT ms4IT dswmRaae Aa0OA7q PM O Know what's below. We DRAMS Rs PROM=Roe waRMmcnai MVO=O.ir, SHIRT NO. Call before you dig. n a e ,.MED APO a DonwoO"csoR 5A,Es icO1` 1 of 6 % 0 MOOT. i:'S ki ap. 5 y MO FW SIOI FTP-3f-06� N4 70{�L P `J 7J MO Fin-T2-0a 1 N 25 2S L r �J mime SDERALX cum RAID ° 6 C a / 1 \ I VARES wan I - JY, ��•� PER FOAM Boa NO • -- MO FD'-21-Oa ND FIR-II2-0a 111 YI mi. II'or 12' II'ar 12' r K �r i, -- - ._A I �w SSE •aIE I s1DP -� 1! SEEM" • § BLS J � �.>�. _/ 1! 1 sR, a•r yi,r IN ri, ■tF_- 1ii i .I1 41". ' ' PHb 7 I ! \1I R //-��* �II 111 is l . ri _ RAID } 10 rM e� u ° Si -�I�.��` i�1 .DAM aENnaIIS u- .•..A R..rr R...m tr 22' 2 rrr-- aom� \ �Rm ---II�C71f..Q�iE61'E Y SABIJgD BOULDER 5'CONCRE¢ - A• I ATI C1£Er a �PSL FAX) 4 T!K a'711fX I I \1pI O-1;�r\l� !BimiSECOGRB •AT r'- 1 a•-A• I STANDARD I 1Y-o• _-o%! ► 3 W f u v `�Y,� C 1 spAcE I STANDARD I (1) I' s NOTE 12 COMPACTED SUBGRADE a.., �'�PIN- \ I I e `i sa ra ri WrTH 14'UMEROCK BASE MAY BE .III.. .I 2' �j'- �+�•� 1 ' USED INA LIEU OF JU STABILIZEDBA2' m-r 2' Y-0- r-Dr ff-o' r It )�/p\\ ni 3 SUBGRADE&Er UMEROCIC BASE // - pAR1010 STALL IOARD 14 %f�� le.y� \ ar• L STummy Ws i r - g d PAVEMENT SPECIFICATIONS HANDICAP a'•1F _!.. /� ..��yyll J HA DICAP 12Y la'PLUS 5'RAID AREA 5 g l '..-n 1 ^11`.§ I RELMA:SURF=1 1/2'TYPE Si(2 LIFTS)OR 1-1/2'TYPE S-1 f 143 ry I_ v'U r 5 • r DEROAC OR 10'CALMED CONOETE CCM- 1.ON LGHT COLORED SIAFACE I.E.CONCRETE ALL HANDICAP MAMO=SHALL } •hAm. 14 ►. RASE PACDD 10 NNW MAX.COMITY PER AASH10 T-1a4 BE BLIE AND STAIDMD MCC SDWIO SHALL IE r M1E ICH �r 'Vast �' $ FOE t TAOC COAT PER FOOT SECTOR 000. 1'BLACK BORDER ar�L- •�A.•. {Tr iwDICAPPED PAICOD SPACE MIST BE FIRST OR LAST p i'l 12'STAMM)(73 PSI RIO AND Z ALL STRING WWI PUBLIC RO7R-OF-WAY SHALL BE a NOES r 14e 4 PARALLEL RARIOD SPACE N TEE ROr. ...MIAOW 1O pm nPwnarr COMPACTED TO BM MAX.OiDRIY PER S ALL IEA4dE]ET1I5 ARE FROM CIXTER DE - I rY ►�a J T PARIOEO RAC ACC PANEL MUST N FONT OF CAR > 4; r. AMMO T-taO t.-47. AND F SPACE SAT DE DC OF PAID=ROW ACOSS L' VACATION FROM MATDCAL BPEDACATI016 WLL RE come AID 4 ALL CGNPACT SPACES Wsr HAZE'CCTFACY SD]IS.SE Ifni BLACK PANT rs I RJR.MUST E AT THE REAR OF CAR. CM A CASE BY CASE BASS BY DE CITY DIOEm oN*EEL STTP. a - T,oms'kg\ 11 : 2. IMO PARIOG SPACE IS ADJAMS TO LANDSCAPE ���GG S RUE STRIPE t FI/C SYMBOL AND RAMSAY CR CoNCRBE fff��� `` WW2 SPACE MAY E REDUCED TO 2D'FROM 4E X sum=&BLUER TO 50 RSA FAX a 2r SnOP BAR BETTED ALL PARIO/0 TOTS AID PLUJC R/W SHALL E I \ I E-- 1. MA DAID 2Y LFI OE TYPICAL 50' R/W SECTION WITH SWALE sTID AND PER FOOT SEC:SCAM=AND STOP SIGN R1-1 I J rx 1 pra - DETAIL RT 1.1b TYPICAL PARKING SPACES (1 OF 3) ` ' `� IC� 3 OF 3) SPACES DETAIL RT 4.2a TYPICAL PARKING SPACES (2 OF 3) RT 4.2b DETAIL RT 4.2c i U O E DEAN AND GRADE a Q GRADE DEAD 4 BAR PLAcED suBGRADE RN.NflOR 2r SAW CUT SEE DENY SE Ro A� .r SAX n PER -le ET a UNLESS j��MSE En 1. SURfAE I 1Y I 'Y I _ 90'PARKING 60'AND 45'PARKING a AND ASPHALT ■ uE ;. Iy q N b �$$�II _ • - S5rri� Qi Ra� � 3/ :,:: ��������V� P.L■ •A• SECTION A-A PER 9ErDg1 crq \ E E�.I I-a I"1 %/ /11 srABL® ////1//`ffiLsum� ��4���:�:I s-v 7 �R"/E s ium6 A d xi O r� IMMO DI T.ASPHALT \,,.11.1r r1.;. i W1-y CONCRETE VAS ASPHALT A BASE P.C.A F z I--I m HEADER CURB SAagl15 FAD yva OINAWLA ION PAI4LFNT.ONT TYPE'A'OMIT I�-I!NOT TO SCALE NO'E: 7 P EIi1FA5 �.TFr' s , TYPE 9•.OR DETECIAME Pt I U I A I1. I D I A I C I ..3 Q6'L Q O A 1 7I6 120100 OF PANDE)!i.NONE'9LA11.E USED FOR ALlY WARNING SST• 1 4• 1 W 11 r W rY� N APPLCATON CR C0161RUCIION MERE PROPOSED PANDEHT 1 �y r� W (9 r Y ` D BASE rLL E CORE=TO EOSINS PAYEJERT AND 1/r R %'••. 1/r R- 1-1/2' e� �7 W Er RV g • •SURFACE .. ..•. SGIDARD Set 4a• ce 2 z F O F•C U 1 SURFACE !1 SA F OIT Y rASPIW.T 0 aE1/P4.'MOM 'a• • A AISLE 24D A ARE• 17A 1S0 .3 . WIf is OR Y1NLLp Mil I ONDaAY / '••MATIANSON RALL PER JAW S STALL USN axe C STALL LENGTH 1aY 123' LF•+-yl �-mum YY[[ %//////y%t/i PA�vE1TT - I TypE•A• ICA1 6L sD' ,TYPE'B' D STALL DEPTH 1av S STALL VIM av DO' C�2 W02 c� 4 SSA E SIDEWALK JOINTS r MO..•WDTH eD.O' D STALL DFPM 7D0' 1BA' Qy En Q /�,,' iTAN. Lunn NOTE 1.ALL SDEWAUS SHALL E 122 4*C DELI DRNEyAY• r MOOLLE WITH 57A' S1ff117 Ta -J �� ASPHALT C.ALL SDOEALl6 SHALL NCLLDE ADA COPLIANT RAIDS•NEASELTONS •COMPACT CAR SPACES-Off ypEAOE ROTC}FEN USED ON HIGH ODE E RGDWA1�g CEt64 SLOPE OF 7IE GUTTER SHALL MATCH _ 2.AU.Sn4WAUCS SHALL SWUM CROS'.SLOPE AND R IT/ED SLOPE N HANDICI 4.2 SPACES-12.0' C 14ff 17A' FdOT.TYPE 7 Te Cos SLW Ecf.TIEESS��TOF ME E]iSf:ASPHALT ACCORDANCE IfM AW pFLLEEIE)E1S ADA COMPLIANT RAIDS O aRERsfI.TIOILS 4E RT HANDICAP D 218 247 �(yr ~ 4 CUSS RASP DEIECTTALE WA NIJO SURFACE SHALL MEND DE FELL MTHFACES "" UP SHALL E B'NE. 70 E MIMED. BASE OF THE RAIF no 24.DEEP PARAI I Fl. s tut 12ff 4' B CONCRETE CURB F6OL TEE'2' TABLE OF SIDEWALK •FOR TWO WAY FLOW A-240' .F] I co CO NOT TO SCALE CONCRETE BOW 01FR,AY PA AWIIT SIN' THICKNESS-'T' TABLE OF SIDEWALK JOINTS i. iv' 0 R SCOITIAL AREAS r TYPE =ATM is �PSEL ,Z,oo^• CURB AND GUTTER ljQ,g; MDR 10'E Le P.C.AND P.L OF CURES ; c i LIEFER TO'MICAS PAIDOIo O d�$ 0 MOT TO SCALE AT DRIVEWAYS t O'ER NEAS IjQG •A• JRICIIOI OF F1051N0 t SPACE OETAR RT 42((A t0 = 11M MEDICO OF PANDER'MIS SHALL E USED FOR ANY NEW MOM•<t EMERY 30' , FOR STRIPING NFORMAIJON A C U CV �" APPUCA1EN OR 22 10 TON WERE PROPOSED PAwnIT TABLE OF SIDEWALK C STALL LFHCM 22D' 1 CENTER ON1ANDK'APPED PARIGND ONET61016 UO 151 4 1 ROADWAY 51lBGNAOE SHALL N ALL CASES EE1DD BELOW MONO NU.E CO NIC=10 EMMA PABBERL WIDTHS-'W. .B. sD WAL SCO sem RED S mil Wm9 act si B.R BE1EmE 045510 m m s•F�,. 2.5ARE7'ns AT lff mtiFt6 SHALL E MADE NFTN 24 HOAR SR4SE-f SILT AREAS W YLL71-F-FATLY AREAS 6' 24�O�LIM t POETIC R MAT 13.11 gm (7 OF CONCRETE PINtIERG C1 O SAS SPECIFIES BY THE •A• E ORBS.DDERE swam(EC A•C5, j N E.A R Q CURB AND GUTTER SECTIONS RT 6.1 PAVEMENT JOINT DETAIL RT 7.1 AND DEAR STRUCTURES PARKING LOTS DETAIL RT 4.1 L:D Z c SIDEWALK CONSTRUCTION RT 5.1 WQ $o '� L &S 0 0 , o L z "A 00 g z 0 TAT c MAIN: 0 Y.TJ. (I I Cam: 0 J.A.P.111 • 0 - • O DATE: Q 1/1E/15 JOBNO. / di- 14080-DTL 01162OAI Irt S PRA=FOR NE By DM:CCM B TM R 0�OL.4 SKEET NO. 0 195.55 mm AID JFATm BY A ROOMED PROFESSOR& N EMBED REPRISES=ENVISCEIW A90OA1ES.MC. 2 OF 6 0 i 1 i:'S PAVING, GRADING AND DRAINAGE NOTES GENERAL NOTES I. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE 12. ENVIRODESICN ASSOC.INC.SHALL NOT BE RESPONSIBLE FOR THE il (PBC)RIGHT-OF-WAY SHALL BE CONSTRUCTED M FULL WITH SECTION 334 OF THE FOOT STANDARD SPECIFICATIONS FOR MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOIDSAFETY OF THE WORKERS OR THE GENERAL PUBLIC CONTRACTOR ACCORDANCE MN THE PBC LATEST STANDARDS.ALL PAVING AND ROAD AND BRIDGE CONSTRUCTOR,LATEST ADDITION.THE SURVEY MARKERSDURING CONSTRUCTION.CONTRACTOR SHALL BE SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKEELS DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE RESPONSIBLE FOR REPLACEMENT MENT OF PERMANENT REFERENCE IN ACCORDANCE WITH OCCUPATIONAL SAFETY&HEALTHe7 (FQUT)RIGHT-OF-WAY SHALL BE CONSTRUCTED RA FULL WITH DRAWINGS. MONUMENTS DISTURBED DURING CONSTRUCTION.AT NO ADDITIONAL ADMINISTRATIONS(OSHA)REQUIREMENTS AND THE SAFETY OF THE ACCORDANCE WITH THE FOOT LATEST STANDARDS. COST TO THE OWNER. GENERAL PUBLIC 12. ALL CONCRETE SHALL DEVELOP 2500pit 28 DAY 2. COMPACTED S M:RADE SHALL BE COMPACTED AND MEET THE COMPRESSIVE STRENGTH OR GREATER WIIM NOTED ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DE PROTECTION OF ALL 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 CLASS I CONCRETE SHALL CONFORM WITH THE FOOT E705TING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE THE LOCAL UTDRTY STANDARDS AND SPECIFICATIONS. SPECIFICATIONS.SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE SPECIFICATIONS.LATEST EDITION.CLASS I CONCRETE USED AS PLANS.UTNTIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY . PROPOSED EDGE OF PAVEMENT AND/OR 8' BEYOND VALLEY PAVING SHALL DEVELOP 3000 p.iL(MINIMUM)28 DAYS. AND MAY NOT DEPICT ACTUAL LOCATIONS.CONTRACTOR SHALL 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 GUTTER TYPE T CURB&GUTTER.OR TYPE b'CURB.SUBGRADE COMPRESSIVE STRENGTH. NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH CF THEIR HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND SHALL BE 12 INCHES THICK COMPACTED TO 9831 ACCORDING TO LINES PRIOR TO CONSTRUCTION. UTILITIES. AASHTO T-180.ALL MUCK STUMPS.ROOTS CR OTHER DELETERIOUS 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN - 6 MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR THE DEENERdaNG OF POWER LINES AND/OR HOLDING POWER POLES IN CONFORMANCE WITH SEC.&24.E.5.1 h ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF S vat's AND HIGHWAYS,AND/OR PALM BEACH COUNTY TRAFFIC DURING CONSTRUCTION AT NO ADDITION TH COST TO E OWNER. PAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABIL .THE DEPARTMENT TYPICAL T-P-10-DOE.MERE APPLICABLE Th. CONSTRUCTION ACTIVITY,INCLUDING TRENCHING IS TO BE A REQUIREDTH BEARING VALUE DETERMINATIONS SHALL BE MADE BY E 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS FLORIDA BEARING TEST,TEST METHOD'C'OF AASHTO T-180 14. SEQUENCE OF CONSTRUCTION-THE SEQUENCE OF CONSTRUCTION THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING DESIGNATED TO REIMAM. SPECIFICATIONS. SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. KIND THAT ARE BENEATH THE PAVEMENT.SHALL BE IN PLACE AND 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE i0 3. S HEIROCK BASE SHALL BE CONSTRUCTED TN ACCORDANCE WITH HAVE PROPER DENSITY PR108 TD mmON ANI 5. ALL ELEVATIONS REFER TO N.G.V.D.1929.MINIMUM FINISHED FLOOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE .2 55 SECTION 250 OF THE FLORIA DEPARTMENT OF TRANSPIRATION COMPACTION OF THE SUBGRADE, ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. 3 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ABOVE ELEVATION 1920'(WHICH IS ABOVE THE 100-YEAR LATEST EDITOR THE THICKNESS OF THE SNELLROOC BASE SHALL 15. INLETS AND MANHOLES-ALL INLETS AND MANHOLES SHALL BE FREQUENCY STORM). 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FDOT SPECIFICATIONS, THE REQUIRED PERMITS. COMPACTED TO A DENSITY OF 98%OF THE MAXIMUM DENSITY AS LATEST EDITION,AND ROADWAY AND TRAFFIC DESIGN STANDARDS, & SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR DETERMINED BY AASHTO T-180.THE%MUM CK SHALL HAVE A LATEST EDITION,AND PBC STANDARDS LATEST EDITION.WHERE RENEW PRIOR TO CONSTRUCRON CR INSTALLATION AS REQUIRED BY 19. ALL MATERIALS AND CONSTRUCTION WITHIN I E FOOT MINIMUM OF 40%CARBONATES OF CALCIUM AND MAGNESIUM IN THE APPLCABLE THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS MATERIAL FOR DESIGN,CONSTRUCTION.MAINTENANCE AND UTILITY OPERATIONS 01 1& GRATE ELEVATIONS REFER TO THE FI.OWUNE OF THE GRATE. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR,AT ON THE STATE HIGHWAY SYSTEM(LATEST ED.). 11 3 4. LMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NO ADDITIONAL COST TO THE OWNER.AU.NECESSARY PERMITS. gl SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD 17. GRADES SHOWN ARE FINISHED GRADES. FEES AND LICENSES. 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE AND BRIDGE CONSTRUCTION,LATEST EDITION.THE THICKNESS OF • LIMITED TO THE HOURS OF 9AM-3PM,MONDAY-FRIDAY EXCLUDING to IE LIMEROCC BASE SHALL BE AS SHOWN ON THE DETAILED 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL.MD'N.G.V.D. & CONTRACTOR SHALL BE RESPONSIBLE FUR GIVING THE REQUIRED GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHHALL BE > �[ DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98%OF NOTICES AND COMPLYING WITH AU.PERMIT(S)CONDITIONS. PROVIDED IN ACCORDANCE WITH INDEX 813 OF THE FOOT DESIGN p 41 I� THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 19. REINFORCED CONCRETE PIPE-THE PIPE SHALL CONFORM WITH THE STANDARDS(LATEST ED.) I 3 REQUIREMENTS OF CLASS B OF ASTM C-78 AND WITH TIE FOOT 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR • 5. MUCK AND PEAT-IF MUCK AND/OR PEAT ARE ENCOUNTERED IN SPECIFICATIONS LATEST EDITION.THE FIRST JOINT OF PIPE THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT -- X THE ROAD OR PARKING AREA,THEY WILL BE RBIOVED COMPLETELY ENTERING CR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED NO ADDITIONAL COST TO THE OWNER. W TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND WITH FILTER FABRIC PER FOOT SPECIFICATIONS. - SHALL BE BACKFIU.D WITH GRANULAR MATERIAL IF HARDPAN IS 10. ALL CONCRETE SHALL DEVELOP 2500 p.11(MINIMUM)28 DAY • ENCOUNTERED M THE SWALE AREA.R WILL REMOVED TO A WIDTH 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. V f OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH AASHTOTH M198 AND SECTIONS 125.430 AND 943 OF E FOOT CLASS I CONCRETE SHALL CONFORM WITH THE FOOT GRANULAR MATERIAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SPECIFICATIONS,LATEST EDITION.CLASS I CONCRETE USED AS I - LATEST EDITION. PAVING SHALL DEVELOP 3000 p.i.L(MINIMUM)28 DAYS • O & WHERE SOD IS DESIRED,LOWER THE GRADE 2 INCHES BEDW THE COMPRESSIVE STRENGTH. W n_ FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. - 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE V CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 7. CLEARING AND GRUBBING-WITHIN THE LIMITS OF CONSTRUCTION I REQUIREMENTS OF THE LOCAL UTILITY. I '.C4 I-0 ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFlLL-REQUIREMENTS FOR PIPE BACKFILL CROSSING GUMBO CLAYS CR OTHER PLASTIC ARE ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT CO A & ENCOUNTER GUMBO-ED THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PLACED IN SIX INCHINCH LIFTS AND COMPACTED LATEST Emma PPEUNE TO 1�00%OF THE W SHALL BE E., E ,q a PARKING LLYTOONE FOOT TFHE OUTSIDEBELOW THE E SUBGRADF NIE E EXTENDING ULDER AR STANDARD PROCTOR(AASFLTO)T-99 SPECIFICATIONS. A 0 N) 23. THECONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3) ME W w ' N111 9. PRIME COAT SHALL BE IN ACCORDANCE MTH SECTION 300 OF THE CERTIFIED COPIES OF A CHEMICAL AND STEVE ANALYSIS OF E Ch II FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE THANSHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN a'i A (NICONSTRUCTION.LATEST EDITION.PRIME COAT SHALL BE RC-70 OR CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. ASPHALT EMULSION PRIME(ARP).PRIME COAT SHALL BE APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM,THE in 0 SQUARE YARD FOR LMFROCC BASES AND NOT LESS 0.15 CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM -+ GALLONS PER SQUARE YARD FUR SHELLROM ROM OR COQUINA SHELL FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE AC..) W w BASES. ROADWAYS HAS BEEN INSTALLED. ry+ W H0 10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE TH REQUIREMENTS OF E FOOT SPECIFICATIONS, LATEST EDITION AND rb a Z SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD.UNLESS A VARIATION IS APPROVED BY THE ENGINEER. Zi TYP.NO.89 AGGREGATE IN OPENINGS A PERMEABLE CONCRETE PAVERS MIN.3 1/8'THICK fn J m f- a I 0 MORTAR TO CURB/EDGE RESIRANTAp E CURB TO BE e'WADE X B'DEEP a '4 �,. 9� CO ▪:i I,_.r 1 I 1 I al.� OPTIONAL µ REBAR PLACED 3•BELOW SURFACE c q a=1 �,y' rv-s•rytr ivi-i=4► ^-- - DING COURSE 1 1/2 TO 2' THICK m¢e A4 sg c-�_e__--i-,, s_-".? ..'�., (TAP NO.89 AGGREGATE) 0).4 a,S$h. / ;•iiIT'yr-•r z MA Y-• : O'OPEN-GRADED D 57 STONE T T•T-•,--Y-ram la,' - : cGD Z�c >m. 1s ...���� ������I! ea z I oNE SUBBASE wQ 1 i h; /i a I-1 1 g1 1=�I 1'_ ^I.. .." GEOTDMLE Op ON Pram B AND SIDES OF 71 J RI 0 14 1 0 UNCOMPACTED SOIL SUBGRADE- O SLOPE T• 0 ZERO0 PSI Ia$ NOTE:PERMEABLE PAVERS TO BE INSTALLED IN ACCORDANCE W c L WITH THE INTERLOCKING CONCRETE PAVEMENT INSTTNITE(ICPI) W ...8 (1)PERMEABLE INTERLOCKING CONCRETE PAYMENTS STANDARDS. Z g v ' O PERMEABLE PAVER SECTION W 4_NOT TO SCALE - C DRAAN: (n NLTJ. CBECM O a J.A.P. 0o 0 DATE: '- 1/18/18 JOB NO. / 14080-DEL 0 THS DIMS! m AI �e1•o a MOWED Kit rra n BY IDIMIC01301 a K OPLY. SEEM T NO.NG 0 DIMS BY A RltaRIED PR@LS70W. N wEi DEICER Rxw l OPM:0na AmwNA,TIC 3 OF 6 -_ J 0 ci • 1I PAVEMENT MARKING SPECIFICATIORNpS�r, hataled per thee pMhPr m malder to ad by Dr Oty Air_ Fnirr and MI meant t the repdrms,t.d D.otN ' _ r ad -,;'; 4 ate=mud m Wfm.tmtl.mind dedoe�palm} ALL PAVEMENT MARKINGS •� PERMANENT MARKINGS Al m at ime MIbe parry mated prior to to �i .1•41N1 molder eta be hefted by Br=dfUded RAISED PAVEMENT MARKERS /// \�em bakelatkec p.,r+� I/ - Maim shall be tram red Mr arming 9 Item AOS - arty D0Y aid (IL I '� j. O,dr.ha be reed 4r t layaut maddm9r RFAI..M a 4 Y 4 tMr Vo••B•make `.`.'I(� Il MEM mettle N mde,ide awl b• or b •aab•u �,ILL speetlestIone end MI be opposed �4.44♦`` teragyi tbermaplaelfc meths ROT the e m ap Teat and ray m ears Mr i '�' lhlda- Al IV=rope Mal be Meld to 3Yd 90 m4 OTHER NOTES of rmlafd m.aYed abuse the porn!cause - - Sph`re- Redrew seer ere to b. m t - - I (� art 3 Alternate Naked& • II-II'•,�"� _ _ ���In 11 - Al Mahler elm!,dad-of-my.Ad b. n'Y Mae app0dt L *trim ma eatb9.Per�T R• b.Pit d b d1L �� _ _ " IIIIII rIII. STATMARIT...tar tope ar wo-dmt may b.reed. =11 i II I 111111 gait�� '. �t II�I II-_ _ - t�•at m armed or drea d by the Cq&Ower 11 - II II .r,=11=1�1 I=1..-II II-11 T r �chalk. II-.,=11II-..-11 - 1=11=11=11=11=11 1 Eaaaeer Teter to the 11=11=II=11=1 •• 1=11=11=II ii=l1 by meths the t=K`�'a.d a=n =u• II n 11 u=�l= • • F,LMES '� TEMPORARY MARKINGS pera ..u� � ; a raj Tway maa,9.mq b.uerd o Ay m�s16ed b ml. �' ` rmor�ar m kbawAz>tasted by t»mi Fnpkrr. • d 1.ALL ROOT BARRENS SHALL IC 4'LOUNI FROM AIL COY PALMS. NOTES: Final Poenemt Belem i , OJy tt boded=rang tope Y aimed. j 2.TIE NSTALLATgM OF ROOT BARRENS SHALL BE C ORONAIID WIN CRY NO - tat*ma m,anrrt Mb UP INSPECTED BY COY 11 PRIOR TO BACIOEJE1G ALL ROOT BARRENS SHALL ESSDD L IF N O RCM SHALL BE f0'WILY FROM ALL CT!FACiTI6 w X IF NO R00T BARRIER t5 USED. ;RI Other Other Pawed Sur#s 3.ROOT BARONS SHALL BE UMW 311.D .APPROVED PRODUCTS NO1DE 7 - �kdrnrdob p eat m mated eBh �µ �BY 81 •Roza BARRENS SHALL BE 3Y nuns kr...) c- R.T aptl pmwd d.ALL ROOT BANNERS SHALL RE NSTAI D N ACCORDANT NH YAMIFACTU FRS a+ W I MIN NSBNCDO6 • O c PAVEMENT MARKING SPECIFICATIONS RT 8.1a PAVEMENT MARKING SPECIFICATIONS RT 8.1b TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 W V (Sheet 1 of 2) (Sheet 2 of 2) a on COMM MIMED W 4.3 Wal � P4 � c\i LO ii j---.R.i.q.- r,„ .4 H - I SPTANO EDGE tr SOO Fe •1' •j?,,• 1 -OF la .. CIF COST.) I ••};•••:• TL• ��III PAYE]O T PI • BY THEAHALF PLAN 3 Y -O y J FLIER F 24 6• YAKS 6• 24' u� 0 r B•am a TOPSOL 1 2. MUM 'E4 CF k I FRON 2C STOIE n T '�. is y z:*', ti `' '43SECTION'A='A' EiEf P .... '7'p d'Eas 0 NOT 7O SCALE `oA COCC ORP•IE ITTPJ - CIE U g.V NOM SECTION poi.& gm CCD t CONTRACTOR TO REPLACE ALL IMOALOIL TREES a 9EOEBEERY Q p T r4/Q N SrALBs DAMAGED OELED mwsmuCDDt1 >y R'� o 0 x g; Cll SWALE REPLACEMENT DETAIL D10.1 & 0 INLET APRON DETAIL D 5.1 r4§'e1 0 • o 0 2 f.s a z Q) v a z O w 4- C DRAWN: r) M.T.J. I I 1 3.4.13. ° DATK o 1/18/15 JOB NO. / 14080-DTL NJ' 'NS CLUES 7 314 WI IS r ACC DFOR Nr�IATOOL MVO=[FCC SHEET NO. 0 �t 1W EM MIC9W A�SIOCAICL DC. N 4oa 6 0 ii 1E 1005 AS REQUIRED = T'0.�ER EXISTED GROUND ILA' CDR NFL WAO4-,JDo-18« ERN SURFACE�Ea 1cx ri4r.: f I BOX COVER HOTAGENAL MARKED Y \ \\\;R,• '' is 14���•••0, \�QQ I2 .iiiy RYE BRANCH PROPDtTr I w7EAA •�•�'�'! . •-t'RE]URa+D DADo-71 PLACED Apo SAIECUT F1BS (TPa I - .•ACE AEi' _ CbfiOAED H.Am.) ) \�1:.R:!Ili:.R: .�:.0:.0:� CdPACTF7DIWPFS7.(��AErPROPRDRE 9JRF ■O &IMAte I 1D GRADE \�� �: •R �i /'W%.WE 3 i i:i:i i=i,i i:�iiii •iiiiii::: Ei:a::•_iZP IIZP�I.7i_i=> SLOPE UP 1D! .THERE CAI.REER NC DFO PAVED N WOOED AREAS \�!Si.Ri.Rr.' .�i.Rr.Rr.e\ W MAX.LFT: i?:i::t. - - - - 1/6'PER TOM IN. s � I SEE NOTE NO.1 \\U • • A • S S REFER 10 PAYDOIT ••.•.12'••�� RFRACELENT BASE ROTATE BEND s% / 1`- /' j/ \\ -. -� OUNXM[UO6IIL RA®A/D .CST DETAL RT 7.1 .AS REQUIRED � Q•a I \ - _ COPRu'ILD Ta I�� /1 \�. �. - 7E+1r •\ PER AA41TO T-f IF 7/S'MAX.WX I I -•n: -Q -i.=n•i.,• AOOIau1E SOX s'IEAX.LIFE LAY EN FIN.I'PVC SOIL 3S \�i . �.��/\ \\_ •,,. i OWN 27 FM WEAL BACKFLL AL UdsMmED SOL ♦ G.;== DM14RIFD TEEMED \;� iii (\ \ ::': -.- \\ _ \T:. t1i,A M.VARER �,, RENTS Q�.A =FE UP TO! P.V.C.PLUG `I +:�:r;::: �,i 7/I'PER FOOT NNE \``+, �:. • .....1:'vl\f:y...• 1110. r PFR - 1,-•?� F.-YIBE r"I i..1=0" ON EACH BLO CH S:::i}'7\\`::•1}`:-:*X :,••,:::-.`•t•N. • - SNITARY DOUBLE SERVICE MAT PVC CLEANOUT /\\'.\\'\p'\\'\'\\' SOOT MAN d•wEt SERVICE LHE RAVINE F-4T IX Ir-45'ELL lb( i 4 UNE 1. 12'11 AT BM 10 BE AT IS. 4. AL SHALL SPA I DI ACONDANCE tI, IN E BRAE NOTES11. ffi BABE WTRIIAL SMALL E PLACED NM OTT STORMS. Ft/It OR Emma LEE 1. LARGEINSU is N-OW MATERIALS% AS IBiOT.D®�NoIg S TIRO 1 NO EACH LIT To RAILER ROOO SHALL BE WASHED CORD WLINER AD COPLACED TO TEE CH L a SU FATE MATERIAL SHALL BE F.aai GRAVITY --77/Ir WOO. He OF WASHED AND GRACED LIEROOC J/I' il3 HeDDmY PER AASITO T-tOo aAx• TYPE S-1 dt S-B ASAHALIC COiC SANTARYSINGLE SERVICE R ll� SEWER j 2 TE PPEAHD 57RUCME SNAIL EE FUL7 SUPPORTED FIR rrs ii tFf TIOOES4-67• SE.IER J.w7avN I ENOs IDIGTR tTN APPROPIMTE Ca1PAClIO1 UCFEE T1E PPEN. 1Y O AVATABIE RDwANE Ell 0. ANY PAAYYG d71314UL.IE dXD � r W.sun=ma �.I'� HALINOES NIL 107 PSL MAY N:USED N LLEU PATOED AT ETD CF EACH%MOD /Tr CLEUTOTT Er 1Y BASE DA F ATE UNHI DE ED 3 WE PPE AID/bE STRUCTURE SHALL OE PLACED DI A DRY 1fENOE YA7L TRAFFIC OR EAsatorr LIE 4. MOM.SWLL BE FREE OF INmITALIE WTENAL.SUCH AS X S MUCK,OM DORIS. JC Srs SHALL IS PIECHNIC TJ1LLY NOTE: 6'x. NARCOB COUPL/D PA LARGE�L 0 UCE UNTIL PIO SATED. RECa FOR CONES ioi TO CAT a OPACT BATADL TOS N)14IT U1-I PAVEMENT NO PWIIBIER. 1. SERWO LATERALS SULL TERMINATE DEICE PROPERTY LEE A DEPTH =WES ON.Y.(Dams NOT ALIBIED) IOi TO OS!ODISIY n _(AASITD T IBC) % Cr J FEET AND NARKED tERL A YX{TREATED STATE Q'i a COPACDON AND DEri4PT TESTS SHALL BE CCRIPLETED MDR154 [,) 2 =ALEUT NSTALULTION SHALL BE PROPFRW CRIERS RESPCNSo6EIY Tom BA0011 CPERAMIS CONTRACTORS FOLLOING MIS AND SHALL BE INSTALLED BY UTEISFD PILL . 1. INVERTED BRASS CAP SfLU1 BE USEDDISUSSAREAS N LEU O'CAXTAIG ARD PRECOOK,FIN IHATEVER� Tel EtAHE W S LFOl1D5TA 7E I E NINE TE PROCFDIRES . 3. SEE NETAL NV 21 FOR MARA1xN REOIFEIE.N S. CTE COILAR 2 MwIIN DEPM IF SERVICE LATERAL SULL BE 3 FEET. BELONG MATERIAL CL PAVEMENT REPAIR DETAIL GU 1.1 SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 TYPICAL BACKFILL DETAIL GU 2.1 U 013 d in OS*Y GTE VAL •a•,vµ� APPROVED W E p A IWETERR BY CITY B DOIINACTOL -AYDENT I I D = NW No PPE I�FR ' BABE VIP�REVFNIQ Q 11 o 3/4'BRASS EALLL.VALVE- 3/4'TRUE BALL VALVE ` 117,E H� HOm VENT SPRNG H1 TYPE L Ca'PER SI�U=�I�ilmiir_� flu �. ... G SITy E W PI N ,o STANDARD `/:::•. . .. 5/r X J/4.AEU DOME PPE - BO.ET 5PRN0 RETAIEt )'y1 X Fat SDRYETTYLIDE O 1IAq (BY PROPmrrp�y. FRELNES OVER 2. •) ��� ��� OEIX 9'ISD glF.7HUin (11117A55)COI ALL SLEEVE WCOVER 7YPE3 SORT SERVICES Y � !Y RE4lEIT IFDCE (TYP _� 1/4'OUIIFFRt 'O�REND BALL SEAT(4 REED.) rn cg i1 NI o OILY (A -AIgEw) VALVE RA-(2 WOW C.. NBRASS CURB MEP i 0T'( t U 0 -. CATK VALVES ,g - .T_T.�- Y CLEAR MHO ' Ili�• /'-----,.. ;\.1' ADAPTER(2 ROM) V '' M STRAINS BALL VALVE J K 1E RODS six s/s {��\t •[j '9 �.Ta I+�W04 W� ��� LINO sRVCES �" FNSI _ 111 Li �, - x'7L tr x e'TREK _ -1Y acEIL ;/ .;�'��I TOO BE TI S EALLED tr a g 0 ZyJ •'tjTEEIBWIN - '�/ CONC.PAD ,i` (oEa4 'i�`',�i amET_No HOER WR/W tIE uT:VALVE7wcr•• •ec:r..:-.:-a;-........y....-,..m..,.-�, '^<• �UI DISC HELDER �0.1 C ECK DISC TUNS FEET E i� F-1 CD SC.BO P.V.C.SLEEVE UNDER JIB SS DOUBLE STRAP SAME r .'lit ` L."�� CV W PAVETrt To E au°S BET= NMI BRAS)COPOtATXN STOP �1i••=►Y5�'� CDHIG : ry���. War Y X 1<TEL Jte s s/ t�T BODY (/] Q THE EDGE Cr PAVEMENT (SEE STADAID PRODUCT 1ST) IEL tr SPOOL PELF DON II/3/4"s/S ALL '1' ALLNL Nrrs AND kA4 ���w O1°E(°� BE TE01 VALVE AND THEM RODS(SEE THRUST -AOONO NUT(2 REIM) NOTES PS FE NO FLOCK DETAIL PP 21 ENT FITTIIO r x Y x J/I�TM TRAP PPE III/NECPIEHE �� (/� _I�� AMNIA'PLATE AT 1.1'BOLTS a BOLTS TEST ODD REC.) W2 D �- L SUCCESSNEA WE TER MAN SEAL BE 9AID VW OBN 5A TAPS MO N CENTER NQFSa WEDGE YE@� BOLTS SLOES 2 S'RV.=LIES SHALL NOT BE PLIED UNDER DRIVEWAYS 1.FIN ALL SRVICE3 CREATE%TUN Y DtA ELPMER N ANCHOR .F7 �, I J. ALL METERS RECIEE:A LEOOD BRASS ORB STOP IRK 2 ALL PPE APO MRCS SHALL BE CLASS 32 DOCILE NON CERENT LIED WWI ODOET (2�•) µ-tY aCE.t TYPICAL IRRIGATION SYSTEM N 0 LOOK wD WNW. LIED WORE ROI FLANGE MOSS FOR ABOVE OE9ND USE. NEC NIC LL ENT .• .. ... AN11 SIPHON PRFccIIRF TYPF W-o.. OO SHALL BE USED UOFRCROUO N ACC�ALE TN AURA STADARDS .r„4r. -a: a Y OFAR 4. NO FTINPS BETWEEN CORPORATIST STEP NO BRANCH •'a•"�' VACUUM 9REAKER Z i E A54LWT. 3.SAL DETECTS D0MDNEN4A.VALVE A�WES DEPA DEA MEET ARRA aSi1-B0.APO RT. e ¢ V=� a MAXIMUM SERVLE TENTHS 1QY TO LEER PIPE SUPPORT DETAIL NOTES LT 4.CERN-CATCH Cr PROPER NSTALLATx)NO OPERATION*1 BE REWIRED FROM A O -.D . -6 a CASINO PPE LD.SHALL BE SERVILE 6A PLA 1'~IL TIE OW LWOW"PIs0EN110E1 TEOfIOAT PRIER TO WATER MAN ACC PTANCE BY N E F$4 7. MIIEIIM BEND RADIUS ON SERVICES SAW.BE 14: On'OF DELRAY BEAQL 1.FOR All.SERVICES MS TUN OR EQUAL TO Y OA. m i R Q A E 1.wATts REGULATE*COPAN'T ER EWNADTC m d1 ALL SERVXEs NEED NflFR S Tf gE�ERTy oENER SHAM N Fig THE PROPEIT OPFNATpI 2.VALVES ALL NEST CR DCEED TE AS.E.BS&A AND O W 13 M 0 Q METIER WE ELL BE OETDIIND BY PUFLIC IITlTIE3 DEFT. YANENANCE AID TESINO OF T£MqF fu.'ilA oBDK VALVE AR�.Y. 2 ABOVE CURER PPNO SHALL BE BRAS4 OR TEE'L'eCPPF1t T1B►D. USC.F.REOUREIERTI. m LR a a NET APRX'J N*FOR SAI4CE. S.BOJARDS T7 B USW F TEE*0094.Y IS ram Y W THE PAVEMENT.REFER TO SAL fLPPEIE JC(IS SHALL BE WOE VIM BS/S SEEDER 3.STALL ALSO BE Ls1ED BY LARD(UPC). 5 N,.`� _ ♦RAZ BAOo1DW PREEDITER IS REWIRED S ATODAICE Tim arc O. ALL VALVES ID BE BAIL VALVES 7.ALL TWO NON=BEE DETECTS CEOK VALVE.SHALL BE BRASS OR OF CURTSY BEACH CODE Cr CRONMra T E E V.CHAPTER 52da 4.USE Cr OTHER PPE MOMS VIM APPROVAL OF DEPUTY DR CIF=EL W M t O u T ID. METER BOX SMALL RE PIDLIFD AID INSTALLED BY COITRACIOR TYPE'L.'COPPER TIBHo 0.USE Cr OUTER PPE MATERIALS IIT1 APPROVAL OF MUTT DEKT101 Cr UNTIES. 5.UNITES. GRATE MR SHALL BE PVC OR COPPER. IL PP USE Cr OTHER E WTERAEL4 REM APPROVAL Er WATER SERER MANAGER. �" (1) L 4.RP2 BAOGLOW PREVDITER IS/CONED FOR ALL COEEACAL PROPERTIES0.OW YAIRAI6 UP 1D THE FIRST O 3 St Y VALVE 3O MD'+.RE<IExrAL PRaPDr10�+F� = � ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER "i i C3 TYPICAL SERVICE CONNECTION PW 9.1a DOUBLE DETECTOR CHECK VALVE PW 10.1 REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 PW 10.3 r44 g. T • < gr.,r. Y^20 W m L. Z Nrd 41 ►. n x O W 4- C DRAWN: YTJ. J.A.P. CHECKED: 0 J.A.P. 00 0 11 DATE: 1/18/15 JOB NO. / 14080-DTL O TC IS PREMED BY FEN/E0 mw�APTss Dar. SHEEP NO. 0 R IOLEN EPRO:01TM CO NO BEN-03 mFsv1 TSREDISIERED P A DC. CV 5 OF 6 / 0 • iLTER INSTALLATIONS C rDHa1r FRAM AND GRATE EXTRA 1NEEDED f�IHOUT S ORf O D POST POST ' a AD01110NAL.SWORD, " "'°°°°`sIEEy — L THE U WE CrQ DOM COMMCO M WARM ICCAIT IMPICAILY a FL1ER FAME MATERIAL CAM ItANS 110 MOW A MIMI m=TAN iT NO sort CM VC BE ATTAOED 1O A FOCH(MAX) FABLE `�. 1'00.¢T W31K O1®147DM s H17E0 IQ 00 oalloosz O IE4i ME SaRN 0011 HAS % J • 09. -• SUPPORT-snap Me.s/3 GA.48 0/1C0 SG.Fr. m SE FNILWRIL Mi•Ao 1mnCE m t DOT BEEN FASIDED ID DE POSTS II FiDll WELD BEE S PPO1L EOM Y IEL AT SECS MAIMS MD IPECHI OIL NT BY loran 10 ACIAms SO RIM n DIE MIEOIY IMMO ems=MU Mm E MIIY CORM II.....:...••:::':::: ELF AO OEM OOfMT11�m1 MO ORNON TE 1®L :,,:: 1 F..- l� L ARMED max MD mart CONE SALI SAME SE NIw1D1 "•/I, FLAN 2••= ../11 `"`\ ` Id m MY=UM OA0IL=AWDOL nun.0 OMR LAND •a••; J 011 �0=PT 1H3E 00097E 1®10 INSTAL CANY had--,.. 1, '. L OSO:071 O7 AIL SWUM COMM W=EWE.IC CO M D ELK •►, ICE FL WVL TINE SUPPORT FENS DIG 4'ME t 4'OEFPJ _'`' '" a Main 0 A IC ALL ROM ODA1L AIDA�00 T O'J11171 �� 1101111 ;o FMAIE auLL R[LMS n7O1[Y IOIDaR .,, .• •• S FL YA75 9'AmiO 1FDCI7T rE SPPORT FDICE r IT FA BURY D=MD4,1007 NST.DN TLOANaWOE.RV:..EW aDDR A�WaANCIa W/COOACiED BAaEuWTERLLNEET FLT R L fMNAI Cool AO 00RrECOCI IfAao MAY t IIEoiO NQ� - P omo 1®6RYK OQZ O0C1aL •L FMLRm PEOOLY ERML AO PAYTMI E ICE CUM.PIUG00 L1EEE]OHT60AgTFD1TESTALL MOTEXCIDSl N06(10C1¢ sE T 1q CE ON WMLL IEWLY M 02605C071EDO IMuo. 2 1E FLIER FABR SSMALLE N R^"ST N A'COIAFADI6ROLLCUT TO TE LDNODH7• .0M10�I is MOB=IT FLm MD O ED 00 Af 1vCF 760E WIIaR 70 A1AD DE 600 OF.CAR MAT S POSS STALL E 60ACD A MAXIMY OF 10 FEET(7 M)APART AT TE LARRED LOCATIO/L ANY ACm01gAU m NIE MART.0 MAD UPI MU=EOE EIQAID OR14FNSb1RELYNIDIE CROODA IEYN6012 NOES(SOa.TEFLEXTRAFNAOOAI_ SIRENO81FAACCSLIKEDIf11EOJT UNWINESAPORFENCE'.POSTSMCNO9HNE.MOT L MOM cOIIYa IEAE1a At m 0 NAPIUOm I1/M1 1ONMOR EICEEBD 6 FEET(16 W < . MAD=ER II n1arNm S E 4.A TRENCH AL ENCAVATED APPROIOIAIFLY 4 NOES(10 00 ME NO 4 NOES PLACE THE 100 OF DE FREE lIRhS MOT TO SCALE 10.NOW FUME NM/AL 1D181m1 JIML IC 00AMO MD RIM= (10 01)DEEP ALDMO 160E LIE 60 POSTS AID 601260E FROM'OE BAWOFR NEE 160E END POST L CONIRACIOR S TO CLEAN NET FILTER AFTER EERY STORM. it ALL 00 W 10 OE N COOLLY=EN TE Nan MO EEOlAT0s ICE L WHEN SFM0MD SWORM FLIER FANOC IS USED,A EWE NISH 80POET FEND:MALL 607E FIRST FFERE d 4 MIDI 0711E SLAW 0 ROOL mama'of mamma&N01000 E FASTENED SECURELY TO TEE UPSIDPE 560E OF TIE POSTS USING EEAVY DUTY MANE _ • AND VC an 6 RDIAi WL STAPLES AT LEAST 1 NCH(25 1�LONG.TE WINES O<HOD RINGS. 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CHECKED: 0 II . • zed / E J.A.P. 00 G � 6�� , 811 SCALE: 1N = 20' DAZE 10 1/16/16 j ��� e m JOB N0. �t 14060-PPP / O C._ 2014 BY EIANCLE501 ANDSCIES.NC. O j Know what's below. 101 mums 6 mama Fa NFOIMADOMM.PIas083 MY. SHEET NO. Call before you dig. D mL m,�'�'EIIDs BY s7,AA ammulpAat N 6 OF 6 0 HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: March 18, 2015 ITEM: 101 SE 7th Avenue, Marina Historic District — Certificate of Appropriateness, Class V Site Plan, and Variances (2015-039) for the conversion of a duplex to a single-unit, the addition of two residential units, and associated site 7. improvements. i. ihc•, a I ..._ ....... I GENERAL DATA: 4(-- — a-fir `44 0P Owner Robert Gregorski — NE1stSt �Iluilni►—�, Agent. Richard Jones Architecture Inc. iC 4-Mil _Z Location. 101 SE 7th Avenue Property Size. .29 acres Future Land Use Map:... Medium Density, 5-12 Units per Acre IF (MD) E Atlantic Ave —Current Zoning- Medium Density Residential (RM) - , I I El mil - Adjacent Zoning. coI North: RM aim miii1 South: RM ""( EU - li East: RM Sim aiiF West: RMI 1st St HO Proposed Land Use. Multi-Family Residential I T }6 Water Service* ... Existing 8" main along SE 7th Avenue ties into a 16" along SE 1st Street q i 2 Sewer Service. Existing 20" sanitary force main along SE 7th Avenue and 12" sanitary force SE 2nd St main along SE 1st Street. I l i , ,, -1C J W_ — 7 r SE 3rd St AI r NORTH /all Sq I • ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA), Class V Site Plan, Waivers, and Variance requests associated with the conversion of a duplex to a single-unit, and the addition of two residential units on the property located at 101 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lots 1 & 2, Block 126, Town of Delray, and measures .29 acres (12,818 square feet). A two-story, two-unit building was constructed on the site in 1950 and is classified as a contributing, Masonry Vernacular style structure to the Marina Historic District, which is listed on the National Register of Historic Places. The subject property is located within the RM (Medium Density Residential) zoning district. There are no previous requests on file for the subject property. The subject request is for the conversion of the existing, contributing two-unit building to a single-unit, construction of a two-car garage associated with the historic building, construction of two additional units to the south, and three variance requests. The proposal consists of the following: • Existing, Historic Structure (TH-A): o Replace all windows with impact resistant, aluminum casement windows; o Reconfiguration of entry door opening on west elevation to a louvered window opening to match existing; o Roof Material change from shingles to 5-V Metal Roof o Open breezeway with horizontal railing above to connect historic structure and garage; o 4' garden wall with aluminum gates within breezeway; o Addition of a detached, two-car garage with a single opening. • New Units (TH-B and TH-C) o Three-story units each with a single-car garage with metal garage doors with Azek applied trim, and carport; o Second story balconies with horizontal rails; o Second and third story parapets contain decorative louvered rail details; • Misc. Site Details o Exterior Finish: Smooth Stucco o Colors: Wall-Pure White; Railings and Windows-Anodized Aluminum; Accents-Repose Grey o Swimming pools for each unit; o Paver driveways with central grass strips; o Aluminum fence and gates, ranging in height from 4'6" to 5'6"; o Landscaping The proposal includes the following variance requests to LDR Section 4.3.4(K), Development Standards: • Reduce the required side interior (south) setback of fifteen feet (15') for the first and second stories of buildings within the RM (Multi-Family Residential — Medium Density) zoning district, whereas ten feet, six inches feet (10' 6") is proposed, in association with the construction of two (2) new units. • Reduce the required side interior(south) setback of thirty feet (30') for the third story of buildings within the RM (Multi-Family Residential — Medium Density) zoning district, whereas twenty feet, • 101,SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 2 of 20 eight inches (20' 8") is proposed, in association with the construction of two (2) new units on the subject property. • Reduce the required rear (east) setback of twenty-five feet (25') for buildings within the RM zoning district, whereas seventeen feet (17') in proposed, in association with the construction of a new garage for the contributing building. The COA, Class V Site Plan, are Variance requests are now before the Board for consideration. SITE PLAN ANALYSIS Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. Pursuant to LDR Section 4.4.6, Medium Density Residential District (RM), Principal Uses and Structures Permitted, Multiple family structures are allowed as a permitted use. STAFF COMMENT: The proposed multi-family development is a permitted use in the RM zoning district. Pursuant to LDR Section 4.4.6(F), Development Standards, the development standards as set forth for multi-family development shall apply. Required I Proposed (1&2/3*) I (1&2/3*) Building Setbacks (min.): Front (West) 1 25'/30' 25'-26'6"/43'6"' Side Street (North) I 25'/30' 25'/50'7" Side Interior (South)*** 15'/30' 10'6"/20'8" Rear(East)*** 25' 1 17'-25' Maximum Lot Coverage: 40% 38.76% 1 Open Space: 25% ( 31.17% Building Height (max.): 35' 35' 1 Minimum Floor Area: 3BR (TH-A) 1,250 sq. ft. 2,026 sq. ft. 3BR (TH-B) 1,250 sq. ft. 2,662 sq. ft. 3BR (TH-C) 1,250 sq. ft. 2,662 sq. ft. Minimum/Maximum Density: 6-12 units/acre 10.34 units/acre** Minimum Lot Size 1 8,000 sq. ft. 12,818 sq. ft. Minimum Lot Frontage 1 60' 111' Minimum Lot Width 60' 111' Minimum Lot Depth 100' I 115.5' * 1&2/3= 1st and 2nd Story/3`d Story. There is an additional 5'setback for the 3`d story. ** Performance standards are applied to density requests over the min.six(6)units per acre. *** Variances have been requested for those setbacks which have not been met. 101 SE 7th Avenue;2015-039 r T HPB Meeting March 18, 2015 Page 3 of 20 STAFF COMMENT: The chart above illustrates compliance with the required development standards with the exception of the rear setback, as it applies to the garage facing SE 1st Street; the first and second stories of TH-3, and the third story of TH-3. Three variances have been requested, which are reviewed further in this report. Therefore, positive findings can be made with respect to compliance with the Development Standards, subject to approval of the aforenoted variances. Pursuant to LDR Section 4.4.6(G), Supplemental District Regulations: Supplemental district regulations as set forth in Article 4.6 shall apply in the RM zone district. STAFF COMMENT: A review of Article 4.6 is provided further in this report. Pursuant to LDR Section 4.4.6(H)(1), Special Regulations, a minimum density of six units per acre is established for duplex and multiple family housing projects within this district. Density may exceed the base of six (6) units per acre only after the approving body makes a finding that the project has substantially complied with performance standards as listed in 4.4.6(1). In no event shall a development's total density exceed 12 units per acre, except within the Southwest Neighborhood Overlay District, Carver Estates Overlay District and the Infill Workforce Housing Area, as allowed by Section 4.4.6(D)(9) and 4.4.6(D)(10). Pursuant to LDR Section 4.4.6(H)(1), Special Regulations, recreational areas shall be required for all new rental apartment developments, and of owner occupied developments which have homeowner associations that must care for retention areas, private streets, or common areas. New developments must include recreational features that are designed to accommodate activities for children and youth of all age ranges. Tot lots are appropriate for toddlers; features such as a basketball court, volleyball — court, and open playfields are appropriate for older children. A pool and clubhouse, unless specifically designed for children, is not considered to meet this requirement. Projects having fewer than twenty- five (25) units may be exempted from this standard where it is determined by the approving body that it is not practical or feasible to comply. Pursuant to LDR Section 4.4.6(H)(4), Special Regulations, the height of accessory structures shall not exceed the height of the associated principal structure. Screen enclosures without a solid roof are excluded from this limit. Pursuant to LDR Section 4.4.6(H)(5), Special Regulations, the floor area of an accessory structure shall not exceed 40% of the floor area of the principal structure. STAFF COMMENT: The proposed density, which consists of 3 dwelling units on .29 acres, is 10.34 units per acre. Therefore, a review of the Performance Standards has been conducted, as required, further in this report. This development will consist of three fee-simple townhouses; it is not practical to require a common tot lot or recreation area/swimming pool. It is noted, however, that the proposal includes the construction of individual swimming pools for each unit. The proposed garage associated with the historic structure is accessory, yet is one-story, and therefore, does not exceed the height of the existing, two-story building. The floor area of the garage measures approximately 19% of the floor area, thereby complying with the floor area limitation for accessory structures. • 101,SE 7t"Avenue;2015-039 HPB Meeting March 18,2015 Page 4 of 20 Pursuant to LDR Section 4.6.9(C)(2)(c), Number of Parking Spaces Required, Requirements for Residential Uses, Multiple Family Structures, the parking requirement for units containing two or more bedrooms requires 2 parking spaces per unit, and .5 guest spaces per unit. Within townhouse and townhouse type developments, parking may be provided in front of garage units provided that such parking does not result in the space for one unit impeding access to a space of the other unit. STAFF COMMENT: The total required parking is eight spaces; each unit has provided covered parking for two vehicles, as well as sufficient space for parking a vehicle in front of each garage or carport space. Therefore, parking for 12 vehicles has been provided on site. Therefore, this requirement has been met. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas, Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet(10) to any property line. STAFF COMMENT: The proposed swimming pool forTH-A is situated 35' from SE 1st Street, within a new courtyard created between the historic structure and the proposed garage. The swimming pools for TH-B and TH-C are located 10' from the rear property line. Therefore, all three swimming pools are compliant with the subject regulation. Pursuant to LDR Section 4.6.16(A), Landscape Regulations, Purpose, the objective of this article is to improve the appearance of setback and yard areas in conjunction with the development of commercial, industrial, and residential properties, including off-street vehicular parking and open-lot sales and service areas in the City, and to protect and preserve the appearance, character and value of the surrounding neighborhoods and thereby promote the general welfare by providing minimum standards for the installation and maintenance of landscaping. STAFF COMMENT: The overall plan provides an array of aesthetically pleasing and appropriate landscaping with variations in types and heights. The proposed plantings, which consist of Christmas Palms, Green Buttonwoods, Fishtail Palms, and Alexander Palms accented by groundcovers and shrubs, will complement the property and new design aesthetic. Technical review for compliance with the subject Landscape Regulations has been found to be complete by the City's Senior Landscape Planner. Engineering Technical Items The outstanding technical review items are as follows: 1. Submit plat for review in accordance with the applicable sections of LDR Section 2.4.3 (A), (B), (H), (J), (K), (L); and Section 5.2.2. 2. Provide additional spot elevations at least 10-feet into all adjacent properties per LDR Section 2.4.3 (D) (2). 3. Indicate pavement restoration will be 50-feet passed south water service connection. This can be done prior to Building Permit issuance. These items have been added as recommended conditions of approval. CPTED (Crime Prevention Through Environmental Design) Review The City's Certified CPTED Practitioner from the Police Department analyzed the plan for compliance with the following CPTED Principles: Natural Access Control, Natural Surveillance, Lighting and Landscaping, and Safety Security. The review states the following: 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 5 of 20 • Due to "recent crime in the neighborhood, the HOA has been asking residents and surrounding businesses to improve lighting for the better of the entire community. Residents and Business have agreed and worked with the HOA on improvements which are noticeable. There is no photometric study in the plans, but it is visible in the plans that there is decorative exterior lighting. It would be recommended to increase the lighting or place flood light style lights in appropriate areas to increase visibility at night and to follow in the HOA's goals of lighting improvement to reduce crime. • The city does not require a photometric study for this plan, however in reviewing the plans it appears the only exterior lighting appears to be decorative which I do not feel will be adequate for this neighborhood. In the past, Richard Jones Architecture has worked with the Police Department on improving lighting for the overall safety of the public. It would be recommended to install some type of security lighting (motion flood/spot lights) due to crime in the area, and the demand from the surrounding residents. • This neighborhood typically has a lot of tall shrubbery. CPTED guidelines state to keep shrubs lower than 2' tall, and the bottom of tree canopies at least 6' tall to allow maximum natural surveillance. In consideration of the recommendations above, the regulations applicable to historic districts, and the consideration of the safety and security of the residents, it is recommended that a statement be provided as to how these comments have been addressed, and if any alterations to the building occur as a result of meeting the statements, then this be reflected on the plans. Right-of-Way Dedication Pursuant to LDR Section 5.3.1(D)(2), and the Transportation Element of the City's Comprehensive Plan, the required right-of-way width for SE 7th Avenue and SE 1st Street is 60'. Currently 40' of right of way exists for SE 7th Avenue. However, the Development Services Management Group (DSMG) has reviewed multiple applications for development (Sloan Hammock, Marina Bay Townhomes, 130 SE 7th Avenue) within this block of SE 7th Avenue, and waived the 60' requirement, but required the right-of- way to expand to fifty feet (50'). Therefore, a 5' dedication (half the distance of the difference) is required. Installation of a 5' sidewalk is not required as it exists and spans the entire length of the property. The existing right of way for SE 1st Street is 50', and DSMG has waived the 60' requirement and determined that no additional right of way is needed. It is noted that the dedication for SE 7th Avenue will be required via the plat process. VARIANCE ANALYSIS Pursuant to LDR Section 2.2.6(D), the Historic Preservation Board (HPB) shall act on all variance requests within an historic district, or on a historic site, which otherwise would be acted upon by the Board of Adjustment. Section 2.4.7(A)(6), Variances: Alternative Findings of the Historic Preservation Board: The Board may be guided by the following to make findings as an alternative to the criteria listed in Section 2.4.7(A)(5): (a) That a variance is necessary to maintain the historic character of property and demonstrating that the granting of the variance would not be contrary to the public interest, safety, or welfare. (b) That special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenance, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places. 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 6 of 20 (c) That literal interpretation of the provisions of existing ordinances would alter the historic character of the historic district, or historic site to such an extent that it would not be feasible to preserve the historic character of the historic district or historic site. (d) That the variance requested will not significantly diminish the historic character of a historic site or of a historic district. (e) That the requested variance is necessary to accommodate an appropriate adaptive reuse of a historic building, structure, or site: Pursuant to LDR Section 4.3.4(K), the rear setback for structures is twenty-five feet (259, whereas seventeen feet (17') is proposed. The submitted justification statement states the following: "...This encroachment would occur primarily in one area on the East side of the property where the 2-car garage structure will be built. The newly developed townhomes will respect the requirements of the 25- rear setback. The reason for the reduced setback is primarily to detach the new garage from the existing historic structure." The complete statement is attached. STAFF COMMENT: In consideration of the criteria above, the granting of the variance is will assist in maintaining the historic character of the property by permitting the new garage to be appropriately separated from the historic structure. Due to the multi-family nature of the site, the setbacks significantly differ from those of single-family uses in anticipation of larger more dense developments, whereas the subject development has three units. As stated by the applicant above, the reduced setback is applicable only to the two-car garage. Special conditions exist by the very nature that the property is located in a historic district and must comply with additional design criteria; however, without the additional development on the site, the provision of a two-car garage could be proposed to meet both the setback requirement and design criteria. Given the proposal, literal interpretation would require the garage to be situated closer to the historic structure, thereby altering the character, whereas a larger separation is more appropriate and desired to maintain the historic character. The variance will not have an impact on the character of the site or district. For example, the four-car garage for the Marine Villas, an architectural gem of the Marina Historic District at the property to the east, is situated approximately 13' from the property line. The variance requested may not be necessary to accommodate the adaptive reuse of the structure and the proposed additions if either the new units are reduced in square footage or the amount of units were reduced. However, the variance is necessary to accommodate the proposed sizes and number of units, which are permitted per the LDRs. In consideration of the criteria and the analysis provided above, positive findings can be made to reduce the rear setback on the east side of the property from 25' to 17', in association with the proposed, detached two-car garage as it has been appropriately separated from the historic structure to assist in maintaining the character and integrity of the site. Pursuant to LDR Section 4.3.4(K), the side interior setback for the first and second stories is fifteen feet (159, whereas ten feet, six inches (10'6") is proposed. The submitted justification statement states the following: "...A 10'interior side setback is required to get three functional townhome units...Examining some of the surrounding properties along SE 7th Avenue, including properties directly next door, there is less then (sic) the required 15' side setback. As such, granting the variance would not represent any unique or special privilege for the project." The complete statement is attached. 101 SE 7`h Avenue;2015-039 HPB Meeting March 18,2015 Page 7of20 STAFF COMMENT: In consideration of the criteria above, the granting of the variance may not be necessary to maintain the historic character of the property, but the requested setback is not uncommon in this area and therefore, may not be deemed to be contrary to public interest, safety, or welfare. The special condition which exists is that of the existing historic structure, and that the lot is not vacant, as well as the additional design criteria required for properties in historic districts in order to provide an appropriate and compatible development. However, these conditions would not impede an owner from being able to comply with setback requirements. The literal interpretation of the provision would require an additional 5' setback of the structure from the south property line. The setback requirement is primarily intended to mitigate the impact of larger, denser development on adjacent properties, particularly single-family properties where the setback is just 7'6". The variance request is in association with an appropriate adaptive reuse of the site, and in the case of the proposal, it is necessary to assist in accommodating the two new units being provided. The Board should also consider that while variances should be appropriately utilized and reviewed, these are also encouraged to be used as a benefit when appropriately redeveloping historic properties. In consideration of the criteria and the analysis provided above, positive findings can be made to reduce the side interior setback on the south side of the property from 15' to 10'6" for the first and second stories. Pursuant to LDR Section 4.3.4(K), the side interior setback for third stories is thirty feet(30), whereas twenty feet, eight inches (20'8") is proposed. The submitted justification statement states the following: "...Granting the variance...allows for each townhome to have a usable third floor. Without the third floor the project may not be feasible for the client...the Ground Plane Projection requirement in the historic district prohibits the third floor to be located further forward and reduces the square footage allowed on that floor.." The complete statement is attached. STAFF COMMENT: In consideration of the criteria above, the granting of the variance may assist in maintaining the historic character of the property, as it will still be setback 20'8" from the south property line, without causing a significant impact on adjacent properties. The welfare of the public to consider is that of the historic district, and the impact of this variance on the district. The special condition which exists is that of the existing historic structure, and that the lot is not vacant, as well as the additional design criteria required for properties in historic districts in order to provide an appropriate and compatible development. However, these conditions would not impede an owner from being able to comply with setback requirements. Literal interpretation would require that the third floor of TH-C be further reduced, this is to be considered by the Board, and whether the character would be so altered by the variance requested that the 30' setback is more appropriate. The variance request is in association with an appropriate adaptive reuse of the site, and in the case of the proposal, it is necessary to assist in accommodating the two new units being provided. Given the request, it may also be considered that in order to mitigate a potential impact of the third floor that design revisions be required to give the appearance of a smaller third-story. This suggested is further elaborated within the Visual Compatibility Standards analysis under Scale of a Building. In consideration of the criteria and analysis above, the Board should consider if the setback requirement is appropriate, or if the request meets the criteria. Staff recommends that positive findings can be made to assist in the adaptive reuse of the property by reducing the side interior setback on the south side of the property from 30' to 20'8"for the third story. 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 8 of 20 SECTION 4.5.1 HISTORIC PRESERVATION: DESIGNATED DISTRICTS, SITES, AND BUILDINGS Pursuant to LDR Section 4.5.1(E), Development Standards, all new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated STAFF COMMENT: In accordance with the above, the aforenoted criteria has been analyzed throughout this report. Pursuant to LDR Section 4.5.1(E)(2)(b)(1) through (3), Major development, major development shall be considered: 1. New construction in all historic districts except CBD and CF zoned properties and properties zoned OSSHAD subject to Development Standards of Section 4.4.13(F); or, 2. The construction, reconstruction, or alteration of a building in excess of twenty-five percent (25%) of the existing floor area, and all appurtenances, except for properties zoned CBD, CF, or OSSHAD, subject to Development Standards of Section 4.4.13(F). For the purposes of this section, all limitations and regulations shall be reviewed in a cumulative manner from the date of passage of this ordinance in 2008; or, 3. The construction, reconstruction, or alteration of any part of the front façade of an existing contributing residential or non-residential structure and all appurtenances, except for properties zoned CBD, CF, or OSSHAD, subject to Development Standards of Section 4.4.13(F). STAFF COMMENT: The subject proposal is considered "Major Development" as it consists of new construction new construction in a historic district, the alteration of a contributing structure in excess of 25% of the existing floor area, and the alteration of the front façade. Therefore, the project has been reviewed accordingly. Pursuant to LDR Section 4.5.1(E)(3)(a)2., Buildings, Structures, Appurtenances and Parking, Garages and Carports: a. Garages and carports are encouraged to be oriented so that they may be accessed from the side or rear and out of view from a public right of way. b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. c. The enclosure of carports is discouraged. When permitted, the enclosure of the carport should maintain the original details, associated with the carport, such as decorative posts, columns, roof planes, and other features. d. Garage doors shall be designed to be compatible with the architectural style of the principal structure and should include individual openings for vehicles rather than two car expanses of doors. Metal two car garage doors are discouraged; however, if options are limited and metal is proposed, the doors must include additional architectural detailing appropriate to the building. 101 SE 7th Avenue;2015-039 HPB Meeting March 18, 2015 Page 9 of 20 STAFF COMMENT: The proposed two-car garage facing SE 1st Street is located to the side of the historic structure;. however, the proposed garages and carports for the new units are facing SE 7th Avenue. The historic development pattern in the Marina Historic District varies as there are garage elements existing on historic sites which are forward on the property, and visible from the right of way. The garage doors have been designed to complement the historic style, with additional detailing added which is appropriate to the design. Pursuant to LDR Section 4.5.1(E)(3)(b)1.a., Buildings, Structures, Appurtenances and Parking, Parking, locate parking adjacent to the building or in the rear. STAFF COMMENT: The proposed parking for the two new units is located directly in front of the site, but not forward of the historic structure, with the provision of a single-car garage for each unit and attached carports on each side. While garages and carports are not a prominent feature in the Marina Historic District, it is not uncommon or inappropriate to the style, and their overall aesthetic is compatible. Pursuant to LDR Section 4.5.1(E)(5), Standards and Guidelines, a historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Standards A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard 1) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard 2) Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. (Standard 3) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard 9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard 10) STAFF COMMENT: In consideration of the applicable Standards noted above, the historic use of the historic structure will remain as the two-unit building will be adaptively reused as a single-unit. The historic character of the structure will be maintained by the proposal; the site, however, will be altered. The addition of two units inherently changes the character of the site. The Board shall consider how these changes impact the historic integrity of the property. Due to the separation between the existing structure and the new construction, it is evident that the additions could be removed in the future without impairing the integrity of the historic structure. The new construction is also clearly differentiated in its design details. Therefore, the general intent of these Standards has been met, and positive findings can be made. • 101,SE 7`h Avenue;2015-039 HPB Meeting March 18,2015 Page 10 of 20 Pursuant to LDR Section 4.5.1(E)(8)(a-I), Visual Compatibility Standards, New construction and all improvements to both contributing and noncontributing buildings, structures and appurtenances thereto within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, facade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth elsewhere in Section 4.5.1. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m) below. Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. (a) Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c) Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: I. For buildings wider than sixty percent (60%) of the lot width, a portion of the front facade must be setback a minimum of seven (7) additional feet from the front setback line: 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 11 of 20 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side facade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. Pursuant to LDR Section 4.5.1(E)(9)(a), Visual Compatibility Incentives, Open Air Spaces, the ratio of the Building Height Plane (BHP) can increase from two to one (2:1) to two to one and a half(2:1.5) for open air spaces limited to: first or second floor front porches (separation must be provided between floors), first or second floor side porches (separation must be provided between floors), balconies, and overlooks with open railings (see illustration below); STAFF COMMENT: In consideration of the applicable Standards for Rehabilitation and Visual Compatibility Standards noted above, the proposal generally meets their intent. Those Standards require specific comment or additional analysis, are provided below: (a)Height: The existing two-story building consists of a height to the ridge which measures 22' from grade; the proposed addition of two-units measure 32'10" from grade to the top of the third floor parapet. In accordance with the technical requirement for"Height", compatibility is determined through the application of the Building Height Plane (BHP). The proposal has utilized and meets the "Open Air Space" of the Visual Compatibility Incentives, which permit an increase in the BHP ratio from 2:1 to 2.5:1, thereby determining that the height of the proposal is visually compatible. Generally, the height is similar to that of the historic structure, when comparing the two-story portions. (e)Rhythm of Buildings on Streets: The rhythm of buildings along the street will be impacted by the proposal, due to the significant change resulting from the additions and improvements. However, the remaining open space between the subject property and the properties to the south and east will remain visually compatible, with greater setbacks provided than those required for single-family development. The proposed landscaping will also assist in mitigating an impact. (h)Roof Shapes: The roof type of the historic structure is a low pitch (3/12) hip roof; the proposed roof type is flat. These two roof types are compatible with each other, and appropriate to the historic structure which is classified as Masonry Vernacular, although it has typical contemporary design features found in buildings of the 1950s. Further, the provision of a hip roof, even at such a low pitch, on the new construction, would increase the scale and mass, thereby negatively impacting its integrity. Therefore, the two roof types are appropriate, and complement each other. (j)Scale of a Building: The proposed additions are in compliance with the additional setbacks required for buildings wider than 60% of the lot width, and deeper than 50% of the lot depth, which are utilized to "determine whether the scale of a building is appropriate." While the technical requirement has been met, there is a concern regarding the third story, and whether it should be reduced to further minimize an impact on the district and/or adjacent properties. The front elevation of the third story could be altered to give an more open appearance, perhaps with the addition of a balcony, similar to the second story, as opposed to a blank wall with smaller windows. Consideration could also be given to the extension of the eyebrow feature to span the front, which will add shadows and interest to this wall plane, and potentially give an illusion that the portion above has been eliminated. These types of revisions may assist with mitigating an impact, and is attached as a recommended condition of approval. • 101.SE 7t"Avenue;2015-039 HPB Meeting March 18,2015 Page 12 of 20 (I)Architectural Style: The architectural style of the historic structure is defined as Masonry Vernacular; vernacular is reflective of what was occurring at that time locally, and is not definitive of a specific style. The subject structure was built in 1950, and has contemporary design elements incorporated such as the glass block, wing walls, and eyebrows (flat overhangs) which are the prominent design features of the otherwise simply designed structure. These features have provided the design and style inspiration for the additions. Given the above, positive findings can be made with respect to the Visual Compatibility Standards, subject to consideration of alterations to the third story. REQUIRED FINDINGS Pursuant to LDR Section 3.1.1, Required Findings, Prior to the approval of development applications, certain findings must be made in a form which is a part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body which has the authority to approve or deny the development application. LAI FUTURE LAND USE MAP: The resulting use of land or structures must be allowed in the zoning district within which the land is situated and said zoning must be consistent with the applicable land use designation as shown on the Future Land Use Map. STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of MD (Medium Density, 5-12 Units per Acre) and zoning designation of RM. The zoning is consistent with the FLUM designation. Thus, positive findings can be made with respect to FLUM consistency. (B) CONCURRENCY: Concurrency must be met and a determination made that the public facility needs, including public schools, of the requested land use and/or development application will not exceed the ability of the City and The School District of Palm Beach County to fund and provide, or to require the provision of, needed capital improvements in order to maintain the Levels of Service Standards established in Table Cl-GOP-1 of the Comprehensive Plan. STAFF COMMENT The applicable Concurrency items are noted as follows: Water and Sewer Water service will be provided via service lateral connection to an 8" water main located within the SE 7th Avenue right of way, which ties into a 16" main along SE 1st Street. Sewer service will be provided via lateral connection to the existing 20" sanitary force mains located within SE 7th Avenue and which connects to the 12" sanitary force main along SE 1st Street. Adequate fire suppression will be provided via an existing fire hydrant located at the northwest corner of SE 1st Street and SE 7th Avenue. Pursuant to the City's Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant and the South Central County Waste Water Treatment Plant for the City at build-out. Streets and Traffic The Traffic Statement submitted projects an estimated 13 new daily trips resulting from the proposed development. Palm Beach County Traffic Division has reviewed the information and determined that "the proposed residential expansion project constitutes insignificant daily and peak hour impact on the roadway network" and meets the Traffic Performance Standards of Palm Beach County. This "approval" is valid until the end of 2016. 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 13 of 20 Parks and Recreation Facilities The Open Space and Recreation Element of the City's Comprehensive Plan indicates in its' conclusion that "the City will have sufficient recreation facilities at build-out to meet the adopted standards". A park impact fee is collected to offset any impacts that the project may have on the City's recreational facilities. Pursuant to LDR Section 5.3.2, a park impact fee of$500.00 per dwelling unit will be collected prior to issuance of a building permit for each unit. As two units presently exist on site, the fee is only applied to the new unit. Therefore, the total fee of $500 will be required of this development for parks and recreation purposes. Solid Waste The existing two units generate an estimated 1.6 tons (2 units x .8 tons = 1.6 tons) of solid waste per year; the proposed additional dwelling will generate an additional .8 tons, for a total solid waste generation of 2.4 for the entire development. The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals till the year 2046, thus a positive finding with respect to this level of service standard can be made. Drainage Preliminary drainage plans have been submitted and indicate that drainage will be accommodated via a "North Basin" for Townhouse-A (existing structure) and a "South Basin" for Townhouses B & C (new units). There are no problems anticipated in accommodating on-site drainage. Schools School concurrency approval has been granted by the School District of Palm Beach County and is valid until December 14, 2015. (C) CONSISTENCY: A finding of overall consistency may be made even though the action will be in conflict with some individual performance standards contained within Article 3.2, provided that the approving body specifically finds that the beneficial aspects of the proposed project (hence compliance with some standards) outweighs the negative impacts of identified points of conflict. STAFF COMMENT As described in Appendix A, a positive finding of consistency can be made as it relates to Standards for Site Plan Actions, subject to compliance with the recommended direction. A review of the objectives and policies of the adopted Comprehensive Plan was conducted and the following applicable objectives or policies were noted: Future Land Use Objective A-1 Property shall be developed or redeveloped, in a manner so that the future use, intensity and density are appropriate in terms of soil, topographic, and other applicable physical considerations; encourage affordable goods and services; are complementary to and compatible with adjacent land uses; and fulfill remaining land use needs. STAFF COMMENT The redevelopment of the subject property from a duplex to a multi-family development is consistent with the subject Objective. With respect to the adjacent land uses, the property is surrounded by multi- family residential uses on all sides, which are appropriate to the zoning district. Therefore, the proposal can be deemed compatible as it will complement the other existing multi-family residential uses, and thereby consistent with the subject Objective. • 101.SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 14 of 20 Future Land Use Objective A-4: The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and, where applicable, to architectural design guidelines through the following policies: Future Land Use Policy A-4.1: Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts and the "Delray Beach Design Guidelines". STAFF COMMENT The proposed development provides for the adaptive reuse of a historic structure with the addition of two new units on the site. A complete review of LDR Section 4.5.1 has been conducted and positive findings have been made, subject to recommended conditions. Housing Element Policy A-11.3: In evaluating proposals for new development or redevelopment, the City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood, the project shall be modified accordingly or denied. STAFF COMMENT The proposed development will not have a negative impact on the stability of the Marina Historic District; rather it will assist in the stability as the property has not been properly maintained over the years, and has suffered much neglect on the exterior. Therefore, the subject development meets the intent of this Policy and thereby is compliant. Open Space and Recreation Element Policy A-3.1: Tot lots and recreational areas, serving children from toddlers to teens, shall be a feature of all new housing developments as part of design to accommodate households having a range of ages. This requirement may be waived or modified for residential developments located in the downtown area, and for infill projects having fewer than 25 units. The City may require a monetary contribution in-lieu of the provision of on-site facilities where appropriate. STAFF COMMENT This item was previously discussed under Special Regulations of the RM zone district. As there are only 3 units, it is not practical to require a common tot lot or recreation areas/swimming pools. The site plan indicates that all three units will have private swimming pools. PERFORMANCE STANDARDS Pursuant to LDR Section 4.4.6(1)(1), Performance Standards, in order to increase a project density beyond six (6) units per acre, the approving body must make a finding that the development substantially complies with the performance standards listed in this section. The intent of the standards is to mitigate the impacts of the additional density both internal and external to the site. The extent to which a project meets the standards will determine the number of units per acre that will be permitted. For example, if a project meets or exceeds all of the standards, and is otherwise consistent with applicable standards and policies of the City's Comprehensive Plan and Land Development 101 SE 7th Avenue;2015-039 HPB Meeting March 18, 2015 Page 15 of 20 Regulations, the maximum density is permitted. Projects which only partially achieve these standards will accordingly only be permitted a lower density. The performance standards are as follows: (a)The traffic circulation system is designed to control speed and reduce volumes on the interior and exterior street network. This can be accomplished through the use of traffic calming devices; street networks consisting of loops and short segments; multiple entrances and exists into the development; and similar measures that are intended to minimize through traffic and keep speeds within the development at or below 20 m.p.h. STAFF COMMENT With free simple townhouses, there are no common circulation areas, and the site has been designed to provide individual driveways and parking areas for each unit. (b)Buildings are placed throughout the development in a manner that reduces the overall massing, and provides a feeling of open space. STAFF COMMENT This requirement is not applicable to the proposed infill development. (c)Where immediately adjacent to residential zoning districts having a lower density, building setbacks and landscape materials along those adjacent property lines are increased beyond the required minimums in order to provide a meaningful buffer to those lower density areas. Building setbacks are increased by at least 25% of the required minimum; at least one tree per 30 linear feet (or fraction thereof) is provided; trees exceed the required height at time of planting by 25% or more; and a hedge, wall or fence is provided as a visual buffer between the properties. STAFF COMMENT The subject property is immediately surrounded by other properties zoned RM which have the same density requirements. Therefore, this requirement is not applicable. (d)The development offers a varied streetscape and building design. For example, setbacks are staggered and offset, with varying roof heights (for multi-family buildings, the planes of the facades are offset to add interest and distinguish individual units). Building elevations incorporate diversity in window and door shapes and locations; features such as balconies, arches, porches, courtyards; and design elements such as shutters, window mullions, quoins, decorative tiles, etc. STAFF COMMENT With the addition of the two units to a historic structure in combination with the design requirements for properties located in historic districts, there has been a variation of setbacks on all levels with the new construction offset from the historic structure. There are also design elements which "incorporate diversity" in the design while striving to maintain the historic character of the site. For example, the historic structure consists of a hip roof, while the new construction consists of a flat roof with parapet. Additionally, the buildings facing SE 1st Street consist of one or two stories, while the facades on SE 7th Avenue consist of two and three stories. Therefore, this standard has been met. (e)A number of different unit types, sizes and floor plans are available within the development in order to accommodate households of various ages and sizes. Multi-family housing will at a minimum have a mix of one, two and three bedroom units with varying floor plans. Single • 101k SE 71n Avenue;2015-039 HPB Meeting March 18, 2015 Page 16 of 20 family housing (attached and detached) will at a minimum offer a mix of three and four bedroom units with varying floor plans. STAFF COMMENT The provision of three, three bedroom units does not provide variation; however, there is a variation between the unit within the historic structure as it consists of just two-stories and 2,026 square feet, while the two new units to be constructed consist of three-stories and 2,662 square feet each. While this requirement is primarily applicable to larger projects, it is deemed to be partially met for these differences. (f) The development is designed to preserve and enhance existing natural areas and/or water bodies. Where no such areas exist, new areas which provide open space and native habitat are created and incorporated into the project. STAFF COMMENT The property does not contain an existing natural area or water body that warrants preservation. As noted above, infill-type projects can be exempted from the performance standards. The creation of a natural area or water body on the 0.29 acre parcel is not feasible. Therefore, compliance with this standard is not applicable. (g) The project provides a convenient and extensive bicycle/pedestrian network, and access to available transit. STAFF COMMENT A sidewalk presently exists along both the north and west side of the property, which connect to other walks in this downtown area. Additionally, the project location is one block south of East Atlantic Avenue, where an active transit system can be found. Pursuant to LDR Section 4.4.6(1)(2), Performance Standards, it is acknowledged that some of the above referenced standards may not be entirely applicable to small, infill type residential projects. For those types of projects, the ultimate density should be based upon the attainment of those standards which are applicable, as well as the development's ability to meet or exceed other minimum code requirements. STAFF COMMENT: In conclusion, the applicable performance standards are (a), (d), and (g), and a finding can be made that the proposed development complies with these standards. Standards (b), (c), and (f) do not apply to the proposed development and Standard (e) has been partially met. Since the development complies with three of the applicable performance standards, a density increase to 10.34 dwelling units per acre can be supported as it meets the requirements for a small infill project. NOTICES As required by the LDRs, a notice regarding the subject variance requests were sent to those property owners located within a 500' radius of the subject property on Friday, March 6, 2015. A Special Courtesy Notice was mailed to the contact person for the Marina Neighborhood Association on Friday, March 6, 2015. 101 SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 17 of 20 ASSESSMENT AND CONCLUSION The subject proposal for the adaptive reuse of the historic, two-story duplex to a single-family dwelling unit, and the addition of two new dwelling units, has been designed to highlight the historic structure on a prominent corner within the Marina Historic District. Just one block south of East Atlantic Avenue, the location at SE 1st Street and SE 7th Avenue is highly visible to many: pedestrians strolling through the neighborhood, visitors going to the City's Marina, many residents and visitors who utilize the area to by- pass downtown traffic to cross the Atlantic Avenue bridge on their way to the beachside area of the city, and of course, the residents of the Marina Historic District, itself. Therefore, careful consideration into the proposal should be taken regarding the appropriateness of the additions and alterations to the historic structure, while balancing the compatibility with the historic district. An ideal proposal would be to rehabilitate the historic structure without such additions, while making improvements to the site for a viable property. The proposed alterations to the historic structure are minimal, which is much appreciated and should be commended. On the SE 1st Street elevation, the proposed garage is detached from the historic structure, and connected via a breezeway to assist with the separation and differentiation between the old and the new, while the new second and third story additions for the new units accessed from SE 7th Avenue are seen in the distance. The SE 7th Avenue elevation is the most altered by the proposal and potentially most impacting; however, the new design meets the technical requirements provided in the Visual Compatibility Standards to determine the compatibility and appropriateness of height and scale. In consideration of the site plan aspects of the proposal, the addition of two units has met the requirements for concurrency, and substantially complies with the Performance Standards. Given careful consideration, the positive findings can be made as the proposal is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, subject to approval of the recommended conditions of approval, and the requested variances. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Class V Site Plan, and Variance requests (2015-039) for 101 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.6(H)(5), and 2.4.7(A)(6). C. Move denial of the Certificate of Appropriateness, Class V Site Plan, and Variance requests (2015- 039) for 101 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.6(H)(5), and 2.4.7(A)(6). (Motion to be phrased in the affirmative. See above.) ' 101'SE 7.th Avenue;2015-039 HPB Meeting March 18,2015 Page 18 of 20 RECOMMENDATION By Separate Motions: COA and Site Plan Approve the Certificate of Appropriateness and Class V Site Plan (2015-039) for 101 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5) and 2.4.6(H)(5), subject to the following conditions: 1. That a statement be provided as to how the CPTED comments have been addressed, and if any alterations to the building occur as a result of meeting the statements, then this be reflected on the plans submitted for site plan certification; 2. That a plat be submitted for review in accordance with the applicable sections of LDR Section 2.4.3 (A), (B), (H), (J), (K), (L) and Section 5.2.2, prior to issuance of a building permit; 3. That additional spot elevations be provided at least 10-feet into all adjacent properties per LDR Section 2.4.3 (D) (2), prior to site plan certification. 4. That pavement restoration be 50-feet passed south water service connection (This can be done prior to Building Permit issuance). Landscape Plan Approve the Landscape Plan (2015-039) for 101 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.6.16. Architectural Elevations Approve the Landscape Plan (2015-039) for 101 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.5.1(E)(8), subject to the condition that the front elevation of the third story be revised to incorporate an open porch, or extended eyebrow; Variance: Rear Setback Approve the variance to LDR Section 4.3.4(K), to reduce the rear (east) setback requirement to 17' whereas 25' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance: First and Second Story Setback Approve the variance to LDR Section 4.3.4(K), to reduce the side interior (south) setback requirement for the first and second stories to 10'6" whereas 15' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance: Third Story Setback Approve the variance to LDR Section 4.3.4(K), to reduce the side interior (south) setback requirement for the third story to 20'8" whereas 30' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Report prepared by: Amy E. Alvarez, Historic Preservation Planner 101 SE 7th Avenue;2015-039 , HPB Meeting March 18, 2015 Page 19 of 20 APPENDIX A STANDARDS FOR SITE PLAN ACTIONS A. Building design, landscaping, and lighting (glare) shall be such that they do not create unwarranted distractions or blockage of visibility as it pertains to traffic circulation. Not applicable Meets intent of standard X Does not meet intent B. Separation of different forms of transportation shall be encouraged. This includes pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable X Meets intent of standard Does not meet intent C. Open space enhancements as described in Policies found under Objective B-1 of the Open Space and Recreation Element are appropriately addressed. Not applicable Meets intent of standard X Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. Not applicable X Meets intent of standard Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. Property shall be developed or redeveloped in a manner so that the future use and intensity are appropriate in terms of soil, topographic, and other applicable physical considerations; complementary to adjacent land uses; and fulfills remaining land use needs. Not applicable Meets intent of standard X Does not meet intent 101'SE 7th Avenue;2015-039 HPB Meeting March 18,2015 Page 20 of 20 G. Redevelopment and the development of new land shall result in the provision of a variety of housing types which shall continue to accommodate the diverse makeup of the City's demographic profile, and meet the housing needs identified in the Housing Element. This shall be accomplished through the implementation of policies under Objective B-2 of the Housing Element. Not applicable Meets intent of standard X Does not meet intent H. The City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood, the project shall be modified accordingly or denied. Not applicable Meets intent of standard X Does not meet intent I. Development shall not be approved if traffic associated with such development would create a new high accident location, or exacerbate an existing situation causing it to become a high accident location, without such development taking actions to remedy the accident situation. Not applicable Meets intent of standard X Does not meet intent J. Tot lots and recreational areas, serving children from toddler to teens, shall be a feature of all new housing developments as part of the design to accommodate households having a range of ages. This requirement may be waived or modified for residential developments located in the downtown area, and for infill projects having fewer than 25 units. Not applicable X Meets intent of standard Does not meet intent PROXIMITY CONTEXT MAP 101 SE 7th Avenue 7v cT i _ , at.A, r'1�19 ,'>� S 1 1YT a t ! - ` a.f x ,R aft M w� �'. - _ L. I,�, ! S`F• _ +F Ill`""++ ',.,w.:. • '` tea i"' ..'_ •- to I.r ti. _ 1 I•> 1. tt w , { t N-.4 V ..3 A.� . I _, S ...i rAAA -i S�T` �t •.F�'f F' , y, ►.. i .. i; .1 L 117 ~• • ti `.- �. i4 F^• 4 I cr s7.;2_.-4 u' I •4 ..ti _• .s - t . �. 1.`•'(}_4 •'1� om. 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"-•- ' .• '''-'.:-..:-'-'-:-:- - -':-*',:-:- .;-inttj.,,r -'-:3e"."-'''•-';.' -'i:-,---' "r•'.;i:-...',...:0 :- •--lw-,--7,..7;1..,„,,•1 •,„-,'I-•-•--:',--,;_'',.01ri.,4•,- ei..,1,:;.J';-';':-.----'"-""_,- ---',..::- '••'.-'' --- -- . ,,,,,----,-,--vr .,,r.-.77.4iC-tic!-='; ,--_-,'• -- - ':-..'-..-Z: ;"1.3-'17.,,f-..;:e!!---. ..--.,itic. i.•-t-..„t.:1---'''''• '.-- -,,t."7-_,,rjtt-ft-\-_• • •-.-_-1----2-:i.-.--s..-_:-'.•:,-;,----=---:--.-.-;---- - • ;,,ef--- 4.--:,. `'•-,'..-L-,_.:.-.-_-_-'.,,' -....,<-.,.----.. - ___, . -,-'---------'r,-;-- '_r---:-----,-_-..,.:':--:,--I.::'..;,_...-_-...,:',.._,..•_:.-..,;-.'---,-'---..._.p,"- ,...„.„-..274-3, ,,:•=r,--z7.- --'.'s-;-%..-,,-7,_•., -,`-,-;-,,:;;;,.,-,...7,-;:-.5.--t...--:-.-------''-''''' . .:_;,:.„ ---...-:,;-!---z-.;;.,„:--,-,•-..---- -,-.„-te...e.,,,,,-1,,. -- :_‘.. -4-----4-"--- - Richard Jones ARCHITECTURE AA26001617 l IB26001056 30 SE 1st AVE DELRAY BEACH,FL 33444 15612749186 I www.rjarchitecture.com November 3,2014 Historic Preservation Board City of Delray Beach Attn:Plan Reviewer: Amy Alvarez Re: 101 SE 7th Ave Variance Request:To allow for a reduction of the upper side setback from 30'-0"to 20'-8" This letter is to request and substantiate the grant of a Variance for 101 SE 7th Avenue in Delray Beach. The Variance requested as shown below clearly meets all of the parameters set forth in LDR Section 4.5.1J(2)to support a finding in favor of the Variance. Upper Side Setbacks The petitioner requests a Variance from LDR section 4.3.4K allowing a 20'-8"upper side setback to be provided in lieu of the required 30'-0". This encroachment would occur along the third floor of townhome unit C. Granting the Variance for the 20'-8" upper third floor setback allows for each townhome to have a usable third floor. From a marketability perspective it is important to have the third floor since it has views of the intra coastal. Without the third floor the project may not be feasible for the client. Furthermore the Ground Plane Projection requirement in the historic district prohibits the third floor to be located further forward and reduces the square footage allowed on that floor. Because of the Ground Plane Projection the third floor is setback 43'-6"and we feel this reduces the impact from the street. If you should have any additional questions or comments, please contact me at(561)274-9186. Respectfully submitted, Richard Jones Architecture Inc. Jennifer Snyder Project Manager . Richard Jones ARCHITECTURE HE AA26001617 I IB26001056 10 SE 1st AVE DELRAY BEACH,FL 33444 15612749186 I www.rjarchitecture.com November 3,2014 Historic Preservation Board City of Delray Beach Attn:Plan Reviewer: Amy Alvarez Re:101 SE 7t Ave Variance Request:To allow for a reduction of the interior side setback from 15'-0" to 10'-0" This letter is to request and substantiate the grant of a Variance for 101 SE 7th Avenue in Delray Beach. The Variance requested as shown below clearly meets all of the parameters set forth in LDR Section 4.5.1J (2)to support a finding in favor of the Variance. Interior Side Setbacks The petitioner requests a Variance from LDR section 4.3.4K allowing a 10'-0"interior side setback to be provided in lieu of the required 15'-0". A 10'-0" interior side setback is required to get three functional townhome units. For the project to be feasible for the client three townhomes need to be constructed. Removing or demolishing the historic structure would be required to achieve the 15'-0"side interior setback the city is requiring. The client feels the existing historic structure adds to the community and would like to restore it and thus is requesting a Variance for the 5'-0"side setback difference. Furthermore, R-1-AA is in close proximity to the site.The zoning requirement for the interior side yard setback is 10'-0". Because our location is in the vicinity of R-1-AA zoning,a 10'-0"side setback should be considered. Examining some of the surrounding properties along SE 7th Avenue,including properties directly next door,there is less then the required 15'-0"side setback. As such,granting the variance would not represent any unique or special privilege for the project. Photographs and plans in support of the requested Variance are attached hereto. If you should have any additional questions or comments, please contact me at(561)274-9186. Respectfully submitted, Richard Jones Architecture Inc. Jennifer Snyder Project Manager i 1 f'1 t '��jjd �1 r,A i Ir y JJ�� ,w • _.._ ._..._. _. bT.,+r ..� i i 4 a,t• p '� o nl r 1 it , {f ......4 NIALNI EIG K *ir ,E 4+. ,'0'. ; G F i , •. � i I E fi ti I ,( I s�`>�L;:/ti; , I ''e.ri • • • • • try ? ,�..' i �,• 8 . �11, Irl,)�,14 i q `i . {r, tit' 7/ • !7R . t ..�,earase.nwu.raw y� adE'a�^. gip: '4 r;� t if - • t 1'� ,� '• �`i'.r fr •( �. '.r,-. �C • wr.cnnur4wae.F•,ftlM ,auBMFJM.c. J 1,1N51! 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I{ wr', y' �. `` r + w 11 ' (14: .;-2,1.i .• 6 ri 7"'� ,{ ,4-fir; ' 4 q G R t { .'i .J-11. �'-— :„,,, ." .,N a.•F ° '•a:;".. ..,.-t�rt,. - ate...*„ :. !' ^'Yryy',t4.,r.1 k r<x j: r, 7 C�"�' It h n ._..�.....•.•^"` « ' '• ''' •.�-f''''' uni► 'tf • , ,+ I • I 4y •tit .71 . i^ Y i j Yt'• �. x * 4h ul<pG ' i ? a,' "�`xlai4r 5. • Richard Jones ARCHITECTURE AA26001617 11626001056 10 SE 1st AVE DELRAY BEACH,FL 33444 15612749186 I www.rjarchitecture.com November 3,2014 Historic Preservation Board City of Delray Beach Attn:Plan Reviewer: Amy Alvarez Re: 101 SE 7th Ave Variance Request:To allow for a reduction of the rear setback from 25'-0"to 17'-0" This letter is to request and substantiate the grant of a Variance for 101 SE 7th Avenue in Delray Beach. The Variance requested as shown below clearly meets all of the parameters set forth in LDR Section 4.5.1J (2)to support a finding in favor of the Variance. Rear setbacks The petitioner requests a Variance from LDR section 4.3.4K allowing a 17'-0" rear setback to be provided in lieu of the required 25'-0". This encroachment would occur primarily in one area on the East side of the property where the 2-car garage structure will be built. The newly developed townhomes will respect the requirements of the 25'-0" rear setback. The reason for the reduced setback is primarily to detach the new garage from the existing historic structure. This separation will allow for a delicate breezeway connection and pool deck. Placing the garage furthest to the east creates a bookend to the project and creates a courtyard with privacy. Without this separation the garage addition will look visually unattractive and appear as if the garage was crowding this 2-story historic building. Furthermore the property directly to the east along S.E. 1s`street(Marina Villas) has a 2-car garage structure built less than 10'-0"from our property line. As such,granting this Variance would not represent any unique or special privilege for the project. If granted the reduced setbacks are more in line with the historic charter of the neighborhood.We feel that allowing for a 17'-0" rear setback with ample landscape will achieve the city's preference for a buffer between projects. Photographs and plans in support of the requested Variance are attached hereto. If you should have any additional questions or comments,please contact me at(561)274-9186. Respectfully submitted, Ri and Jones Architecture Inc. 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UNDER POOL I ii:J H gm hil:lgurrir4 IIIIII:u, OFR- '''' • ••"• • ...............4.1A0 ior 1 , SEPARA. TE ,1 Ls_EQUIPMENT 401 NEW PEOPERTf W• ••••11. •V,L.•0 •• •i i •-•.... ut,a AFTER so. : •7:•+:11,,..4•*:,.1.1..0.:.,f11•3t4•St••••••*.';..+,,...,...4 0 r.._,s. ...•4. •• • . ... ---0. I ' ——— .C)Room EXIST.FENCE ON -•'•'.T.'•.—. • '• 4: 41 I 1-CAR ARA-da.::.• I. ..' GEGIGATION I- *••••• .4•14 40. 4,4401,i .....- : 4-. •••'.:14.1:14:: •.-4-...-::..-.....i. 1 •# !.•...,••••••,4 t ;•••••Tip 41 it.-- •, 4tmt•!•••• • to • 1 "' • ot ..;•.;•.-4,,,..-...-•;...;•;#;41;+•--...•.;_.*‘1...io:..;_s i-—,...._..._ (or : •41,..•...•....110....4.;..4.4_,*„.....„...4 n 1 i.c.ARGARAD.....3..,,.. * • r ...;+;.;*;:;:C•'•:•• .•••* :i L... ' •••l'ot.•! •••r• 4...4.4,4 I I I II:' I 14 e±A: '*4•M .4""4.2.:1). i___,I11Itilii.11111_:_11111.UP €) , •8:7REART: 0.'k.::-Li't1.;.': 'I..: ADJACENT LOT ._•‘,. .siov 1..• N: I .e. ' - is x is-0* P•. . 1. 1 GARDEN WALL PeR4 r0 P OHL I NI G HS Es OcLmOuT . ‘!; . .r, 4 i nts Gol°wiz on• rt•.44,........t.t.41,74:::.014.40.408.4.........4..t.:4,............4,ti,:ii, i ............ ., . i 1 l• •• 3-BEDROOM 0 1 I . '"' , ••414 II II A '••• '' ..•oV••••• ...•...*.•......1.....— - - O' ...:•:::•'•%:•:•:•:•::. IIIII BOO I PEST.POLE / •::::.::::•:•.:. — • _ " .--•—• ILII. TOSS . - - I - ,._ - -— r • . . ptlr.r + 7--- .:•::...... 10.0T SIDE SETBACK ir , • ''I I RELOCATED STEPPIX 1 ,t, COORDINATE i WITH FPL AT :....::.....• TIME OF PERFAT 170 1 1 LEASEMLniUn' EQUIPMENTENT \I, •T -T-ii=tWIP•MEM. II MIMI II MIMI II -•-• II at..... ... ...1.....6.40...6.pERTy...6.H.... ,..h.sidomie jean' ...--iaiVF1Tr-f (2)3crx,r-r ALUM GATE BY i SOUTH FLORIDA REFER4,0`100THOCHAINLAN:ApEFENKANCE.TO MEET ALUM. POOL CRWCOUSAFerfliTY REBALUIREMEn;NMI LANDscApiFOR 4,4rHFOHALUM. LOUVERED FENCING AREA LABLED AS NOT INCLUDED IN PLAT BOOK 11,PAGE 4, .. Jennifer Snyder • , - r-- h.' at_. ' x a F s : � 1 — — -- — y RICHARD JONES t II IIn O W i se. ■ 4 r _- a 1 101 SE 7TH AVENUE ARCHITECTURE r3 ti \ t,ry 7l :,� � y -ty13 -a1 l -'i• '�'. :_ IOSE!T : Li DELRAY BE DE]S'ACH FLORIDA ��1 N.�.r 1 � - f F � �, � Y ;, o 0 -` - = -:f /. ,-,'"' wwwwAnClmEcn3RECO34 i Y: s DRAWING INDEX PROJECT INFORMATION LOCATION MAP H rz H � CVR COVER SHEET PROPOSED PROJECT: RENOVATION TO AN EXISTING HISTORIC < S1 SURVEY DUPLEX WITH THE ADDITION OF A 2-CAR ,-4 U 0 GARAGE AND THE ADDITION OF(2)3 SITE LOCATION „Tij"'. .a H ,-.- ARCHITECTURAL S1 SITU LN STORY TOWNHOME UNITS A-1 GROUND AND SECOND FLOOR PLAN GOVERNING CODE: FBC 2010 EDITION ,La N -, A-2 THIRD FLOOR AND ROOF PLAN .l- •‘... � 1 Pa A 3.1 NORTH AND WEST ELEVATION FFPC 2010 EDITION [ �� S K= �ia� L. a cn NFPA 1 UFC FLORIDA 2009 EDITIONs� QQ ttG A-3.2 SOUTH AND EAST ELEVATION NFPA 101 LSC FLORIDA 2009 EDITION +- + • 1 5e" - Wv z z U A 4 UNIT A ENLARGED UNIT PLANS s>_ Y •' • F (l O a P:ov u A-5 UNIT B:ENLARGED UNIT PLANS --St`arbucks , -1- A W A-6 UNIT C:ENLARGED UNIT PLANS BUILDING HEIGHT: 34'-4"TO CROWN OF ROAD a �r' t • *'1' { �$ _ Deck 64 `•I. z A-7 GROUND PLANE PROJECTION/BUILDING SECTION a. -je _ - A-8 RENDERINGS -- 'M IIow Mushroom^ _ ' A-9 LOT COVERAGE AND OPEN SPACE DIAGRAM TYPE OF TYPE VB = r- PIZZa,Bakers f{ --;3 1 -' f c CONSTRUCTION: SPRINKLERED FOR 3-STORYTOWNHOMES T_ "- l �. { o CML UNSPRINKLERED FOR EXISTING „ , 1mi .4li �L • ' i+ W 1 OF 5 PAVING&DRAINAGE PLAN STRUCTURE : • "` 1 T a - :✓I+t� .2 OF 5 PAVING&DRAINAGE DETAILS s id '114 01', i t • o 3 OF 5 PAVING&DRAINAGE DETAILS BUILDING DESIGNED: ENCLOSED °Z� +. Y'?I 1: 'D tc 4 OF 5 WATER&WASTEWATER DETAILS 3 I ,'I.- ,' ,`, 5 OF 5 POLLUTION PREVENTION PLAN WIND SPEED: 170 MPH ULTIMATE WIND SPEED r ' • a r Pk: FLORIDA ucerlsuRE r^ 1 OF 1 COMPOSITE UTILITY PLAN R'� • ` ; .� - - " P' 7'3 v J LANDSCAPE _ EXPOSURE: D _� _ _: ~ ? y__ i a st y� SEA s, L-1 EXISTING TREE PLAN ZONING DISTRICT: RM MEDIUM HIGH DENSITY 1 k.;r_;� s- �01`SE 7th Ave, } ff11 L-2 PLANTING PLAN �✓ o L-3 SPECIFICATIONS,DETAILS,NOTES I -' F 1 ' HAZARD CLASSIFICATION: ORDINARY HAZARD t _ L 1. ' }}}r��w pA26001617 11826001036 FS REQUIRED SETBACKS: FRONT SETBACK=25730' = _ " it:A ri�'_ _ 1 j®,.- . . COMGNl."SION I 14-017 yREAR SETBACK=25' ' - :L , Lc 111#.le 00:2-. rO 1 DESIGNER: R.VJS SIDE SETBACK=15'/30' k 2 ; t,Y t_ 'i i u DRAWNBY: JS/GSI - SIDE STREET=25730' .�► �`' k: !s' 3 ,— �,. A PLANREYmw: R10 c PROVIDED SETBACKS: FRONT SETBACK=26'-6"/43'-6" � ' �i rf _ �` Delray Beach Yacht•CI s��Tl�T Y REAR SETBACK =17' Qr •.• '• • • HISTORIC BOARD 11A3.14 SIDE SETBACK = 10'-6'/20'-8' • -- • MsSUBMITTAL SIDE STREET= 25'-1'/50'-7" ,,' =' p -. I_ ~" j z VARIANCE REQUEST - Q I. VARIANCE: SECTION 4.3.4 K REVISIONS: R TO ALLOW FOR A REDUCTION OF THE REAR SETBACK FROM 25'-0"TO 17'-0" a 2.VARIANCE:SECTION 4.3.4 K TO ALLOW FOR A REDUCTION TO THE SIDE INTERIOR REQUIRED SETBACK FROM 15'-0"TO 10'-6" 3.VARIANCE:SECTION 4.3.4 K N L TO ALLOW FOR A REDUCTION TO THE UPPER SIDE INTERIOR REQUIRED SETBACK FROM 30'-0"TO 20-8" h V CLIENT ARCHITECT CIVIL ENGINEER LANDSCAPE MEP ENGINEER STRUCTURAL I ` � GREGORSKI 15, LLC RICHARD JONES ARCHITECTURE ENVIRODESIGN ASSOCIATES,INC. ARCHITECT FAE CONSULTING ENGINEERING PLUS 1 N8418 NORTH SHORE ROAD 10 S.E.FIRST AVENUE,SUITE 102 298 NE 2ND AVENUE HAVE BODKER LANDSCAPE ARCHITECURE/PLANNING INC. 1640 N.W. BOCA RATON BLVD. BOCA RATON,FL.33432 19528 SEDGEFIELD TERRACE V MENASHA,WI 54952 DELRAY BEACH, FL.33444 DELRAY BEACH, FL 33444 BOCA RATON, FL 33498 COVER SHEET H a TELEPHONE:920-428-4857 TELEPHONE:561-274-9186 TELEPHONE:561-274-6500 601 N.CONGRESS AVENUE TELEPHONE:561-391-9292 CELL:561-756 4106 I FAX:561-274-8558 SUITE 105-A FAX:561-391-9898 FAX:561-479 3743 DELRAY BEACH,FL.33445 CVR R LTELEPHONE:561-276-6311 '''':- 0 RICHARD ZONES II 1 ■ ARCHITECTURE t a 10 SE PtRSf ANTIME I S1=102 1 DELRAY BPACR,FLORIDA 33114 S M.H. V 56I2T19116 1 P MIMESIS( 0 ("�� 1 AA20001617I 122E001056 V LJsS.N.M. r s S.E.1ST STREET— r 1 L — . 1 WWWRIARCIVIEC URECOM :_ 1 • 4111 la • IMP WONT ;6 ISMS SIT EXIST.POLE CAC SIGH TRIANGLETRIA § N TRSINGIE 1 W ANCHOR L,gt PROJECT DATA22 EXIST,POLE —n 1 ZONING DESKSNAnON: RM IMEDIVM9 HIGH DEINSTTY) i.p EXIST WATER METES! HTO ` REMMRH SO.FEET % SITE CRY REQUIREMENT TOTAL SITE AREA 12Ste COST.SIDEARM TOTAL SITE AREA VENUS ,2.26] ,D3% 6 j 70 REMNN PROPERi1'UNE _ 11ES0' 1 DEDICATION H y \ --� TOTAL BRU NO FOOTPRINT 4.52 ]e!% O O 1L O Q Q 1 PARKIN3IPAVEDAREA 2743 2'L1% •w UOKi $ yRs y� C 610EWSWL6IMISG 110 DOaB% I-a O� O •b z0 < b S y I WATER BOORS N6 IJ6 - I~'61 I-a , t. ul TOTAL IMPERVIOUS AREA 7S/5 WI% ¢ M I-•I L. 0 —O 'S ,O• N I - TOTAL PERVIOIAAREA 4.eee 3tS% ,.y r�� WX 2 '� `STEPPING r O 2,6;AK F1 STEPPING AY W.aD OPEN SPACE ARSE ]92% 2]% rJ W _ 6ro E6 All M GATE STONES A n pg W LDTCOVERAGE 4S3t ]e5% 4D% Cam-,'L� ./ r ouODE ,Cd �, NUMBER OF ONELLRl3lRdi6 ]LINTS ry [`�7]�Oi. [cliz) fie O , OWEJAlMO UNITS PER ACRE -- -- - 1DS4 CI.1 OFO t5'd SIDE 3TREEr6E,BACK x BUILDING DATA ^'WA '(�' FFFiii y __ $ BUBOIND SETBACKS PURSUANT TO LRR6EG'f1ON AA.1i1PI/I y F'R , fdHGHCMI —7 _ Fr e.0 W l��;QO GARDEIS WALL / \ ird REQUIRED PROVIDED NOTES 1 II:y BREQEWAr ` zLyR QAi�IGE / I PROPOSED , FRONT 2S330 25814P-R 0 Z l TRENC DRAIN p r INTERIOR SIDE 1537 IELEWO - -NARUNOE REQUESTED FFF�.•�.t'�1.O.V 1.- REAR SETBACK p LLI> 10st0 SIGHT I REFER ro CIVIL ( -n - \v! � tt.� ®GARAGE li LOT3 SIDE STREET 25'I]0 2E.,r0•r y Q I ' II 1 V REAR 25d ITO -NARIAICE REQUESTED y 25.15:- • EXISTING 1odP0:�izd PROPOSED BLOCK 126 MIGHT ]sd 34-�_.. 4 OL 1... PROPOSED WA A I COMING BUODIAM I 2-STORY CIAU N I . UNDER MOLE SnSRY ❑� POME r- METER S mums, SEPARATE WU STEM-LIRE EDUPMEHf p0 WIB.1CIFLOW I I - PERMIT 5 1 PROPOSED LOT C LLI PREVIEWER- I I FFFseSONAVD. 33ETx. h1 H // LINE PARKING BREAKDOWN 4 �y REFER TO CM.Sd ` I -'=-- ,' ALUM.OATEN \ 1R /(-1. PARIONO REQUIRED FLORIDA. LICINSUREo____ ,,,-4 CENTERLINE0lI P.O.W. J lll���4+4 - - 38EDROOM UNIT:CALCULATED AT2SPACES PER U/7T•]S2 SPACES STEMMA '1 IU�.;rmaI• I-- - 11 TRENCH DRAIN Sdv SS'ALUM GATE BY GUEST PARKOA:F'OHTHE FIRST 20 WET OE SPACES PER IRIT•3v OS•15SPACES 2 �_le�I NI- 6OVDLFlORDAAWM• TOTALREDURED•75SPACES W 3_ REFER ro WIL PARKIND PROVDED —— D I ❑ Rd I 9d T p EMI HRH CMU GARAOM •/SPACES / 125d Y I PROPOSED _ - + EXISnNGCENiERUNE PpOPObm CAR PORT eTO"' ]STORY CMU 1 xOF RA.W. ��.Ji'r6L-�-i..C� I FkF-82�y.OV3 I STRUCTURE I 1P110_�d GARDEN V[W. GRPORT: •23PACEeIL - DRIVEWAY: •a SPACES I FFE�B75 ND.VD. ENDER �— $ 11 I _� - POOL TOTAL• •12 SPACES O NEW PROPERTY I DRIVEWAY Te • SEPARATE L UNEAFTERSd , PAVERS I , MINT , I) mUPNENT AA26001617 I T132E001056 DEDICATION & I i_ — — H-B I r pP'oJ°pO�L� LEGAL DESCRIPTION 1GAR OARAOE SETBACK EXIST.FENCE ON COMMISSIONA 14-017U_• I. Fk.Ere�SNDvls DESIGNER: g1A50 V XS I 1� Sy,VP SBEDROOM ADJACEMLDTACCORdNO7DTEMTREWRDEDMMTBDOK II.PAQE/.RECOROEDMTE- - - PI/BUCRECORDOF PALMBEACHCOLARY.FLORID45Am UAD 6R7JATE.LYR.G.AND 6 _ irue BEMG RECOR BEACHC ,BEACHFIDRIQIDRAWNBY: 13K'SJ - xPROPOSED LOTPLAN REVIEW: RIpI� - 111:1 . ILINE GENERAL 04541 N ai 1tAR OARAOE I V Sd HIGH MU 1.AT THE TONTTOME UNITS hIDIVIDUAL TRASH AND RFLYWN..CONURtER3141LL BEAl ilitZett I FkF•8ISiA 5 I yU • y GARDEN WALL KEPT WITHIN THE LINTS GARAGE MO PALL BE ROLLEDOIIT AND RACED ALCM THE SUBMITTALS: DRIVEWAY A II. L_ / �: •�.I' p00L • 1IIo' RAW.FOR PIdLIR. FDSTOAIC BOARD 11.03.14 PAVERS b o. t0 ,�sd I SUBMITTAL JJ��O.II n � 10 I L ALL SERVICE UALMES INCWMMGAS,TELEPHONE,ELECTRIC POWER AND CABLE TV p ITEM f1 llDRF ( I I �� 'r,' " II I SEPARATE -�L FOR hE PROPOSED CEVELOPMENTWU BE LOCATED UNDERGROUND, I I CAR PORT I I C I. PERMIT SETBACK ].ALL RESIDENTIAL WITS ARE FOR BALM A A=NM A FFE..- .VD. I 3SEDROOM I14 y. '� - n II FFE.•fl75NO.VD. I I • x IBNv4UM FLOOR AREA PURSUANT TO LDR SEDTtON/]A1K1 ar TG.j� TRENCH DRAIN ` 25d - I UNIT TYPE MAN. PROVIDED LINT COUNT MARI aDtgvmt EXIST.POLE ` J TORE 'i� � REFER TO WIL REAR SETBACK.' 7HA ]BR 1�5D SOFT 2D3650FT ; 2]M135 SQ FT CI 60 FT N RELOCATED _T74B 30R 175D SOFT 2S62 SOFT COORDMATE 10d SIDE SETBACK •�\ - i • 714C ]BR 1�60FT 2,6626aFT 1 CAW 60 FT NM OF PERMIT WITH FPL AT I Cr STONES I"I. A D b PI r..21 y PROPOSED WA • 10d b�w� POOL 'r TOTAL WITS v ` V y ` V V `]V y .12�e]SO FT REVISIONS: EIMER WHACK/TOW UTILITY `' I EOVIPMEM I SCALE OF A LOR SECTION 4J ROLES ATM:COMMINi'505.,5EASEMENT SA PREVENTER- - H. s• avv�M�so NEEmIN I v - - • LOT%MOTH•111'd(103%) REFER TO CIVIL I t A'217-00�0Y PROPERTY UNEUILDING WIDTH•BT•IR 11650 P.O.fd HGHCWVNUNK FENCE MEET p5%1 ti PROPOSED SOUTH FLORIDA PoOLSAFETY REQUIREMENTS QUIRE ENTSFOR REALISED:PORTION OF FRONT FACADE NEEDING ADDITIONAL TO SETBACK ,0 IDGTON OFI ALUM. REFER FETYBRMER EAAN LOT MAME4D%-MI REQUIRED SIDE SETBACKS: (TRANSFORMER ALU MIGHAWM. 111'dv AD%-16d♦MOT•L!REQUIREDdi< LOUVERED AIE1RR BLOCK RETAIN/43 WALL PROVIDED ADORIOWLL7d FRONT SETBACK•5S H FENCING REFER TO CML RANI V A a AREA LABLED AS NOT INCLUDED IN PLAT BOOK 11,PAGE 4 v No: SITE PLAN U q. Site Plan 11 11 H Scale:1'=10' ,I L SP-1 0 10 20 30' o 0 F .. RICHARD JONES 4.1 g III 1 O C� J 65! TS, 4 ARCHITECTURE O a �' O n O. . . . 1 -- 10 E.EF@ST AVAIIE ISURE 18i C >• P I � ? r-- DEunxREA=FIDSIDA uu4 PORCH V 3611Ta9136 I F 5611'169196 0 <I I I O°N I y� - O - UP T� O tsa F n AA16W1617 I]H2O001U56 0 .e".. I I —OC700 /� �� o❑❑oo o Y' ' 1 WWWR1ABCkH1ECI11RECOM c O ILK� TH—A OJ ® �� BREEZEWAY \ / \ / v F - — _--_ _--_ A O H t: '1 FLAT ROOF Oy, O I -= ---_ \ / \ / J Ir — —II I \ / \ / R 4 1 x P x a © A H r \ /2-CAR GARAGE\ / Q y 00 O JO I UNDER SEPARATE Q'Q O, o Rr, OPERMITaPC py- — � aE1nGLASS BLOCK GLASS BLOCK rJO�"Z ® I C� ' 7 ® _TRANSOM— r- • Cn C�z c5v IM F,n I 1 1 r I �-1 L_ PC X rt Q W oo u (D� O� J n H A �° p zi I— —— — —{— _ OD r I 7 IIfi_mL� z •-1 —� _ I o b I • r_ `�6� — I j b E �, r nc[___ . 0 TH-B / I CAR PORT e _ '. C OE OIO V FLORHIA LICENSURE r/1 • z- I I v l • ---- X� °N D UeP �� r 11� — r oI _ 9 tt j +� I j �j- I I b 1-CAR GARAGE _ i.� J 4 > < I 1 I I I, < UP o ® O L J L J �'�' II/ AA26UU1617 11Ei0001056 2 �//I ,,JJ ® O I I>1 <I r —I r ( ate• — DES CANER, Y 14-017Z h 1 rj _ DESIGNER: IUUS ® i0 {J 1 I I I r _ < e UP DRAWN BY: BIDS.' Q 1. 11 r•' '--�� ��--�- I ® ® 4 1-CAR GARAGE e bl ' __ _ — —— — ___, e PLANBEVIEW: RJ XJ\D DN D UP L7� O I S[HIMITTALS: L Li L I I SUBMITTA QARD lt.w.la o -1 I I SUBMITTAL T —ill D b ID) Ii iL'1 A fj= 410 f_. • CAR PORT r00 a O' ;ram t IY� I - - L - -- igi ! J REVISIONS: L_—— — ) _ T \' TACCONM NTS 0D © Q(- I �Q' I I 0 ULUi-ls � I L_ I 'NI 11 c .F._� 1—,/ E--d 6 d t—a t--a 4 t 0 a I I ri ,z Second Floor Plan Ground Floor Plan Scale: 3/16•=1'-0 Scale: 3/16'=1'-0• WINDOW SCHEDULE DOOR SCHEDULE: THUS BUILDING IMLL HAVE NFPA 13 : DCOR5 FRAy , FIRE SPRINKLER SYSTEM IMTH CENTRAL STATION MONITORING. ,,�Att,,77TT�� o Q MASONRY OPENING °PET1wG !] SIZE ASEPARATE PERMITIS REQUIRED. GROUND AND MOTH 1IEIn YAL➢rt G'lTYPE FRAME FIWSH RL> REYAR OPENING 1A2 1FUTr— STYLE THC MATERIAL FLMW c1Az6a RUM" THIS BUILDING WILL HAVEAFIRE 1. A" NI. 1'S FIXED AWY CLEAR ANODCFD ALUM UM PaiMMLIF.SPELS t 5'S 6S FSTYLE- 1V- ALUM CIEMAAGOITIDAWY GMrTSIi ALARM SYSTEM-CENTRAL STATION SECOND FLOOR 8 6P ZS AMINO A1LM GEM AlmCm ALUM 2 ZS $'-0• FRaJGi 1Y.• AWY CLEAR AINL:m ALUM GRAY TNT 1_4° [� C NI. MA' CASEMENT AWLL CLEAR ANOOvcnAWY 2 16O' SP OYEAlEAD ALLY METAL - - APPUml1KNER PANELS swuwTEAwuwu muvc'As MOWTOREREQUIRSEPARATE PLAN D Zd' 1, CASEMENT �ALLM CLEAR mom.AWY y A SS S'S SI.3.4-CRASS 141. ALUM GEAR UYD¢ED ALUM GRAY TNT 3PANG.CI ER Sacs PERMIT IS REQUIRED.6S V E _ZS A'.0 TISTE IM ANAL CLEARCLEARANDOM_ED ALUM - 5 (ZIZS 6'd• FRE14:1 - 1Y.- ALUM CLEAR ANODIZED ALUM GRAY TINT - - F 2'-1- !S CASEMENT ALUM GEMANCOCED ALUM a0 OEM 6S FR1 112' AWN EM AACOCID ALUM GRAY TNT op . G YS 5S CASEMENT ALUM CLEAR ANODCED ALLIY T TA' NG ALUM. GM FREI We AE ANC➢0 C ALUM CRAY TINT M M ZS 5S C•SLPN GMICO T ALLY E AACED ALUM 6 6'A 6', OVER..OVER.. METAL METAL APFUCO LONER PANELS TO SIM:ILATE ALUMMUM 11YNER8 ♦ _ U I Z 6J CASEMENT ALUM. CIEARAACOC DALUM $ 16[C &MVO GLASS 11:• ALL. CLEAR ALUM GRAY FAR66:IGERIOK+IGI A K S fF $ 3.-1• 6S C•CTALIT ALUM CLEAN ANODCm ALUM 16 V, II, •.n,..GLASS II? ALUM CLEAR AAWCEOAWY GRATIN,' PANEL CIDER K 01 O. ICZS NW FOES ALLAA GEM AAKIdZEDAll1Y 11 6C• S'AC 5LCNY GLASS 11;- ALUM CLEAR ANOOCED ALUM GRAY TINT 1PANFL ALDER TEA) Li L r•1- 5, GSc4EM AIL. CLEAR ANDOCIDAWY V 12 Clr II, &JONG GLASS 1I• ALUM CLEAR ANCDSFD AWN GRAY TROT 2PANC.SILER IXOI 0 .,;.2, RICHARD JONES I I I II o LI i i .,' U T ARCHITECTURE tI tl —1-1 �� F J ]O9EPRS[AVENUE IS TE 4A4 D UMMA=FLORIDA.4N V 2E117491M 1 P 551.2249196 0 AA26001617 I D326001056 0 U � i i 1 - - - 1 - WWWRIARC}QTECiT1RE.CAM/ H C lA 4 14 a. ...-/ FLAT ROOF AREA - / FLAT ROOF AREA • - V O Ww US�a 3. x .S��7T 7, QQ =x W � X x �� �x J 4'6 HIGH CMU PARAPET i U ., (i) - WALL / _.J r�T7' !ryz-�� >� l I 0 Iti 1 W44 00 C U J ROOFTOP • . . - A TOP OF THIRD FLOOR BEfiA 0 EQUIPMENT AREA "7-' 21.4' - CU•1 CU-2 _ FLAT ROOF AREA - ROOF TERRACE ES Vai O II3'-0'HIGH PARAPET - - V - eLi ` '- -.W FLORIDAF7ORIDA ISCPNSURE ALL Off- 55 0 a i CONCRETE TH-B _ .12 -:I EYEBROW ON . I PROJECTION 0 = CONCRETE EYEBROW QO^ A I 'I - PROJECTiON ! \ __I . — E TOP OF THIRD FLOOR BEAM h FLAT ROOF AREA O- -, r h AA26001617 I D326001056 U 21 4 12 a-4" '' C COMMISSION 0 14-017 V OA _ • _. DffiGNER: R7/7S -FLAT ROOF AREA TOP OF ROOF BEAM ri. / I !I{ DRAWNBY: 1SK3SI Q 3T'b"V - e ® ,. DIY I _ -� ® PLAN REVIEW: to L Q� I I ON ti _ tg I SUBMITTALS: CONCRETE EYEBROW O - i _ SLIiOmI/C�BOARD 11.W.14 L— PROJECTION cc 20'•4T PROPOSED Od O �/. . I • • [EErBAcKuNE 0 O L3RD FLOOR 3'-S HIGH CMU PARAPET - - -® /\ - I WALL - 1 I ( ¢ t� --CLI-t n� - I 71 - - V • cs P C I : _ L - - - RBVLSIONS: w.ci van TOP OF THIRD FLOOR BEAM r1 FLAT ROOF AREA - �- 1 ROOF TOP EQUIPMENTAREA�- - ..ROOF TER* ER RACE — 21 V 1'-S HIGH CMU PARAPET1 o _ - : _ - • WALL I *1n —r `\ `4'S HIGH CMU PARAPET 11 g p _ WALL o Roof Plan 0 H. 0405 4S-105 { x ,L,ii Scale: 3/16'=1'-0' WINDOW SCHEDULE DOOR SCHEDULE: THIS BUILDING WILL HAVE NEPA 13 54 PROPERTY LANE ALONG SOUTH SIDE OF SITE N S FRAMER FIE SPRINKLER SYSTEMORIN - • - _ _ _ _ _ L� STATION 0Y1i40NRY CP0514 DPB'111 SIZE - A PERMITSEPARATEE IS REQUIRED. -—ROUSH {�7� e IMOTN 1-EKJR NTOOWIYFE FRAME F1NSH OPO`P/0 REP.. N0. MOTH fEKiR STYLE THC MATMAL FONT GIPZNJ REMARKS TT-IIRD FLOOR (i) R s Ta. Fain ALMA CLEAR ANCORED ALA( PER PAN". 1 - 3, PY FRENCH A:• PLLRt CIEM ANCoQED ALUM GR. THIS BUILDING WILL HAVEA FIRE ROOF t,S. ALARM SYSTEM-CENTRAL STATION Third Floor Plan A 2 13 SS 2, MVO. ALUM CLEAR A421XLMALIA ` 2 2S Pd 51.2.1 We ALUM. -CLEAR MCC2£D ALIM GRAY TM c .1. TS CASEMENT AW4 CLEAR MOWED PLUM 5 15d VP OJER UV S FIFAD - ALUM METAL - APPUEDLOERPARELS TO mMRA ATEA1MLCUPETS... MONITORED.ASEPARATE Scale: 3/16'=1'-0A C D 2P C.C. CASEMENT ALUM CLEAR ANCO EO AWN 4 PS 5, sLONO GLASS 15? ALUM CLEAR ANCOQED ALUM GRAY TRY ]PANEL MASTS poml PERMIT IS REQUIRED. PLAN E 2d Re- CASEMENT- ALUM CLEARMWWED ALUM -5 (212s P£ FRENCH Or ALM CLEMAAUDQFD AWN OKAY TNT - .7i ... F T•t- CS CASEMENT SUM. CLEARPAmCEO ALUM S SS Re- TROOP Or ALUM. CLEAN A5.00E0 ALUM ORAYTNT O YS. PS CASEMENT ALUM. CLEAR ANCOCED ALAI - 7 TP Pd FRENCH 1K' ALUM CLEAR MOPPED ALA. GRAY TNT - - N 2S SS CASEMENT ALUM CLEAN AICOQED ALUM S PS Pd' OVERHEAD - PETAJ. META. APPLIED LOANED PARS TDEIVEAATE AWMNOM tOLAJTS A-2 1 2, SS CASEMENT AORL 2:EARI5ODQED ALUM - C IPY PT Are.CUSS We Aunt CLEAR AN000ID ALUM ORAY TNT4 FANELMJOCA(PM01 i J TA' PS CASEMENT RUM CLEAR MOORED ALUM 10 PAT PS SLUNG GLASS IT? PALM CLEARAFO AAD ALUM GRAY TINT 'PANEL CAPER SEAT CCS K ZS SS FATED ALUM CLEARM!(DQED AW4 11 PQ' PS SLdNG(SATs We ALUM CLEAR ANCOQID ALUM GNAT TNT sr'tER',al L 3-1- Ce CASEMENT ALUM CLEAR AYOQID AULM V 12 PS rS SLRLN3 CLASS We ALUM CLEAR MAOQIDAILM GRAY TINT stOER(KM 0 1 A K I; TOP OF PARAPET d RICHARD HONES Fi .. U / __...._ _. .. +r 7 u Top ROOF BEAM ti 3T•6^ dd V III III ,i:;,5 --- - `--', } E - 79P_OF WINDOWS/DOORS d.H a .a o ® ® ® ® ��I —Q �'A' U b ARCHITECTURE a I - r oY. Ar IBSE FAST AVENUE I SURE 102H L �.� (] Q ❑ DO 3]49 F036L7119196 _� RIDA 13444 '" --___ -_- __.__._ _ _ ___ _ -_ ._ _ .- .__ - _-._.- _ _ .. —_ _ TOP 4F THIRD FLOOR BEAM p� _ - -- _ 2T'-a• AA76W161711H26001056 i' __ p,.-.. ` ...n , _ _. O _ .__ _. - TOP OF WINDOWS/DOOR6 = 8. $__ppXsn r,10p Et ATE_ _ _ - _. ❑ W W WRfARCHRECIUAE.COM 0 4.-.E' El 2 _., _ _ 0 EXISTINGTOPOFWINDOW _____ _ ` e X� r 1 V _ , l/ fW� tl 2 M -+.7-� ❑H / § j - / '— — —__ - — , 7OPOF SECOND FLOOR BFGM A V EXISTING SECOND F_••R 6 _ - __ . __ _ _ _ ._. _ — _ _. 1-=--� LilII u^ EXI TING TOP OF WINDOytS _ �(— _ _.--._:_ _ -.- ._:.. _ I -) _.,_. _. _ _. -A 1y. __ — __ _ ____ _ _TOP OF WINDOWS/DOOR6 d ¢N ' I p _ / BRS Y 43❑ F �IJ F3 CCT7 Uvl X 9 11 ,, p H ‘12 © _ © ,® --r— p a 3.1 /S TOP OF FIRST FINISH QH _ - _ _ _ _ _ - _- (Oi �' Y 0'-0• _ _ _.. .. _ _ - - - _ - � _. O OF FIRST FINISH FL O'-0' •�a 0 z Q c < EXISTING STRUCTURE >< NEW:2 TOWNHOME UNIT > CROWN OF ROAD ...q o -o Proposed West Elevation '� $ z Scale: 1/4=1'-O c © TOP OF PAR32'•,0 APET ,y r .T. 2 -. -.. _P-- - _ - - _ _ ._ OF ROO - _. _ _ _ _TOP F BEAM 8 i. WINDOWS/DO TOP OF ORS C z= _ 28'-4" R i fr Q FLORIDA LICENSDBE 0 O 8 4.1 ❑� I 4 O J ___—...__._ G AA2600161 1056 __. _. _ _ _ _ _ — i __.._ __._. ._```` _ TOP_ THIRD FLOG 2,Ji 2 f- --r I � COMMISSION Y 14-017 AM TOP OF TRANSOM —_--:; / ,-__.• -_•.-a,: -...,-_, J ``�� _ DESIGNER: RBIS o 18'�^ a._- {r � _ DRAWNHY: ]S/GS] ❑ ! I `- ,,, EXISTING TOP OF PLATE rL z PLAN REVIEW: RI L O �-'� EXISTING TOP OF WINDOWS rl 4 m SUBMITTALS: c\\\\� O O O O O — ts'a'Y X HISTORIC HOARD uo3.la (I K G f SIIBLITITAL s((' ((' _ / '_ - t EXIS NG SE OND FLOOR BA_-- — O ® I ....`... EXISTING TOP OF WINDOWS i : © F © H1 ❑ - REVISIONS: C L El . 4: ,e...,, __ _ �_ — o __ _ _ _ — — F _ _ O _ ___ — - ....1 .�-___. ,r .LP4E FIRST FINISH FLOOR < NEW 2-CAR AND BREEZEWAY CONNECTION TO EXISTING STRUCTURE >< EXISTING STRUCTURE � - } CROWN OF ROAD 0 X Proposed North Elevation t, Scale: 1/4=1'-0• Q EXTERIOR PAINT COLORS ELEVATION NOTES /// ❑N NEW EA/METAL ROOF(COLOR GALVAWNq O BIPACT RESICTANTWINOWSNf LL0V3L FRAMES(FRAME COLDRANDOQED P 7 WALLCOLOR:6W70DSPUREWI,fTE ❑A ALUMINUM) RDVIOEbwPLXTAIMNcs ❑G JAlc06s]AlraEssbtFacAecE.u67ALL PER WwFADTIatESPECS ❑G uwACTREswTANibuowOaubsDOOR ASSEMBLY ffRAMEcoLnR:ANOD�Au►Aw11Q NORTH AND FOR ARCHITECTS REVIEW ANOAPPROVAL ORAILINGS WINDOW FRAME COLOR: CLEAR OLA66 BLOCK PROVIDE SAMPLE FORARCW]ECT5 REVIEW AND APPROVAL PRIOR TO ORDERIN3.AT EXEIWG STRUCTURE 'WE U' 2 © E HORIZONTAL 36 HIGH ALUMINMRASA*SYSTEM PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW AND APPROVAL E PROJECTED EYEEROws.FOR EXI6TWG EYEBROWS REPAIR AND MJD PAINT 'WEST [� ANODIZED ALUMINUM REPLACE WSTOG GI.ASb BIDCK W/AEW CLEARGIASb BLOCK O7�^WGHAWWMMLDWEREDRMJ S(COLOR:MIODIZEOALUWMAQON TOP OFMASONiY PARAPET VWJ_PROwDESKIPDAC6. ❑ ELEVATION r 3 ACCENT COLOR:BW 70,6 REPOSE GRAY © FUAH PANEL NIL GARAGE DR VATHAZEKAPPUEDTRM-PROVIDE SHOP DWOS.FOR ARCHITECTS REVIEW SAPPROVAL E FORARCHfTECW REI7EWA � O i6 HGHPARAPET WALLW6MOOTM STUCCO FRISH ❑D AINNSEM GATE REFER TO SITE PUN FOR SIZE.PROVIDE SHOP DRAMAS FORARGITECTS REVIEWANDAPPROVAL ❑K 1'6 FEIGN AULWNMLOWEREDRAR1N1(COLOR ANTOQEDA�15"4R ON TOP OF MASONRY PARAPET WALL PROVIDE SHOP ONAS. 21^WIDEAI IuuM LOWERED SHUTTER BY SOUTH FLORIDA ALUMINUM.PROVIDE SHOP ORAVANOS FOR ARCHITECTS REVIEW FOR ARCHYTEOT6 REVIEW iAPPROVAL ANDAPPROYAL isA 1 swa m STUCCO FINISH OILS SONlY WALL El LIGHTF(XIIWE.PROVIDE SPEC FOR A TECIS REVIEW APPROVAL E 1'6 VEOEXY� N.UII -LO ..NM LOWERED SHUTTER BY SOUTH FLORIDAWWLAAI (,�—3•1 C �I 11❑FG EXISTING LOWERS TO BE S AND RESTORE0. ❑M 1'6 NIGH UN KAI SERS CONTRASTING DNACONfRTWG BACRGROIRID(COLOR: SEPARATE PERMIT ❑T MASONRY PLANTER AD JACENT 0 c ! h TOP OF PARAPETy "1-> M RICHARD JONES Y 32-10 V 2 n II li TOP OF ROOF BEAM _- ,., _ .. _ _. II, P� $ TOP OF WINDOWS/DOORS ._ -._.- _ - _ '=;. --- - fJ n - ARCHITECTURE t) O ice/ a 4 - ._— ❑ - D DELLAYBEACR. = V .n T% rhO4'OF THIRD FLOOR BEAM �Y - / D AA26001617 I ffi6001056 2 = •z Y TOPaOF WINDOWS/DOORS o-' 0 0 Ip� —© - - G © U _,__ EXISTING OF PLATE A 0 _'___ __. ___ ___— ._-.._ .. 0 WWW.RIARCRITECTURECOM - try XRa ❑ _a —_ © c'- -_.�„ - —.__--..— `�__ _- TOP OF WINDOW6ID05'•8' A g Y 41 ` � _- -N . H -,..4 sr-= R ° °-_, ��'_'1 1 i ''"14-* w TOP OF SECOND FLOOR SEAM _. .- — _ _ ��_� _---! ' _ p 7-11T _ TOPOFWINDOWS/DOOR$_ _..__ _ _ ✓__ ._ __ - _k EXIS. G.:EC S8� r1 Q ICI o @-0' _ _ _ _ _ __-- III = _._ _ TOP OF WINDOWS/DO RS Yh 1 a 0 ""' on X 5- 0 _ U = Q¢ °x3 A h TTOP OFFIR& �; F.-.._ y____E- _ — - __._- . �.-- _.__ _ -- ______ _ __-._ _._-_ _ _.___.._ _. _ _ _ ._ _-_-_ _ TOP OF FIRST FINISH FLOOR g z �' $ CROWN OF ROAD 0 — CI — _ _— _ �_ _ CH_ _ _-- _ _ A p '� Proposed East Elevation z Scale: l/4"=1'-0" El 0 TOP OF PARAPET x _._._-- _._--.. _ __—_ .._____ .. ____ _ _ 37-10' 1 0 ,F TOP OF ROOF BEAM h p TOP OFWMDOWS/DOOR_S❑A V h 1 ❑ FLORIDA7'IARIDA LiCENSURH r^ V/1 _ O II THIRD FLOG o_El Z _ AA260D,61 , 2600,056 ,� TOP OF_ R BEAM 7 ID r� © COMMISSION/ 14.017 :n © ...._ _ -. _ TOP OF WMDOWS/D00RS ~ DESIGNER: RI/IS H 15'-B" h Y DRAWN BY: I3/GS1 © E =O PLAN REVIEW: RI0 i p _ _ SUBMITTALS: FDSIDRIC BOARD 11.0114 `` SUBMITTAL , , T.. Y C n _ . e--_ 4 ‘, / - -...,_ -,x,. —.;,,e C NDOWS/D ORS �y �' f I � 1 ✓ - ____ O O O 111 H= . REVISIONS. — _ QTAC COMMENTS 01.05.15 14 ''.7! --- - I RST FM_ _ TOP OFF ISH FLOOR Er— � �--_ --CI— - —.--_ - .--- - ---. c- x ,v CROWN OF ROAD A 0 __ South Elevation -- - - Seale: 1l4"=1'-0" v • EXTERIOR PAINT COLORS ELEVATION NOTES ❑N NEWw Hum.ROOF(COLOR GALVALUMEI / \ NPAtt RESISTANT WINDDNSMAU JM FRAMES(FRAME COLOR:ANODIZED ALUMINUM)PROVIDE SHOP ORAYANOS U O WALL COLOR:SW 7006 PURE WHITE ❑A FOR ARCHIHITECT5 REVIEWAIDAPPROVAL © JAKOS STAINLESS CABLE RbTALL PER NAMIFACIIIRE SPECS O IMPACTRESISTANT6LIDN3GU63 OOORASSELPAY(ITRAME COIDRANODIZE MINIMUM) SOUTH AND RAILING6W7NDOW FRAME COLOR: CIEARD1ASS tYDOX.PROVIDE SAMPLE FORARC/4TECT6 REVIEW AND APPROVAL PRIOR TO OROERR.IO.AT MUM STRUCTURE 2 � REFUGEE%ISTRAGUSSBLDCKW/MIEN/4EtRGLA550IDCK ❑H HORRONTALJR'MGHALIMM/61RANNDSYSTEIL PROVIDE SIbPOMYANGS FOR ARCMiECTS REVIEW ANIDAPPROVAL P PROJECTED EYEBROWS.FOR EXISTING EYEBROWS REPAIR ANIDAND PAPfI EAST ANODIZED ALUMINUM ❑ /� ❑ 7.4IBGH AIIJIANAAALOINEREDRAIUAr(CdDR:ANODIZED ALUAMRMR ON TOP OF USASIRY PARAPET WALL PROVIDE SHOP MOS. ❑ EELEVATION H t 3 1 ACCENT COLOR:SW TONS REPOSE GRAY _ © FLUSH PANEL.MR.GARAGE DR WITH AZE1(APPLIFD TWM•PFtOVIDE SHOP MOS.FOR ARCHITECTS RENEW 6APPROVAL J FDR ARCHITECTS REY1EW iAPPROVAL O 4d HIGH PARAPET WALL WI SMOOTH STUCCO FINISH\\// 1'-0•HOHAIMMINlMLOLNEREDRMJNJ(COLOR ANODIZED MIAOW ON TOP OF MASONRY PARAPET WALL PROVIDE SHOP DWOS. ]!WIDE OVAL LOWERED SHUTTER BY SOUTH FLORIDA MUMMA PROVIDE SHOP DRAM=FOR ARCHITECTS REVIEW ❑D ALUMINUM LUTE REFER TO SITE PLAN FOR 512E PROVIDE SHOP DRAWNOS FOR ARCHITECTS REVIEW AND APPROVAL O FDRARCIfiECTS RIVIEVli APPROVAL ® AND APPROVAL 1 - iS ❑E SMOOTH STUCCO FIMSH ON MASONRY WALL © DECORATIVE LIGHT FIXTURE.PRCl10E SPEC FOR ARCHITECTS REVIEWS APPROVAL 11 1'-6 inn%B•r LONG ALUMINUM LOWERED SIAIIOR BY SOUTH FLORIDA ALUMINUM A-3.2 ❑F E(51115O LOUVERS TO BE REFRESHED AND RESTORED. ❑M V HIGH ALUMINUM NUMBERS ON A CONTRASTING BACKGROUND(COLOR:ANODIZED UNDER SEPARATE PERMIT O MASONRY PLANTER*2l ABOVE GRADE V 6 a FRICHARD JONES ilmi Q g III III Icx r -I r p tl - Porch ARCHITECTURE ,r1'x PF p C1.0 M:E1067. I / NRY i uFo I >I xiwcn 10GP- ST AVENUE I SUITE 102 2. T I y �l/////J�\� M1 J�--- Z a ✓\ - -- A. DH.YAYEBA(31 FIAiIDA]Jf{{ _ -,, V 361.2749136 I F 5612T/9196 O _ O I.-i i 0 _00 _ !' ---- -- aA26W1617I1826001os6 Eo RANGE • r $--' --- 0 Foyer Kitchen -•� Et 15-rx rr 1rr:ma. - - CIOM:FSIST. MG HT:MST. �� 7 ———7 , WIVW.RJAIIGIlTIE(.7UBECON r 1 ILL UN% D.DISP Breezeway \ / \ / I T 1 17171 ar-r z I•IP I \ / \ / Pan H ':,::': Gu7 UTMOST. I ' lr [� srovR I MI \ / 2-Car Garage \ / Hi, MI tPa:Ina y Z\i (9YO RS) �7y Bunk Rm. 1s-0• Q C.J sr:n-1v 9•�-� a MG M:EAST. Dining Room Living Room Pool r-1(¢L� rxq 11'•1•x 11'-1P IT.rx lid• 1P•Pz 12•P t--M Q ' CIO HT:MST. CIL M:FXISr. UNGER SEPARATE _ w x PERMIT R)auras 1- ,�-1 R: [�§]J z¢ U 9ULT4NS (BY OTHERS) I o as ^ 0 li (BY OTHERS)—,......,....r. A .0 lfi z O Q. 0 V Unit A Ground Floor Plan -- - Scale: 1/4=1'-0' O 0 FLOBIDA LICENSDHE 4 Q . .. T — XI 1)-4 i)4 q • Balcony- - AA26001617 11:13260o1Os6 H 15{xP{ - CIL HTULOST. COMMISSION 14-017 V w.Lc. DESIGNER, J PCLG 331/JS 0 HT:: <I O ON DRAWNHY: IS/GS7 h EXIST. - I - PLAN REVIEW: R7 e.rz b' ....) • • - - - - `r—L 1 SUBMITTALS:B I - HISTORIC HOARD 11.03.14 6I78MITTAL 4 — C kI` Terrace Bedroom 3 1,...r. Master Bedroom - - N 1).1'x 1JS 1R1•x ia'S CLG HT:MST. wH T1.O HT:EXIST. J wD BRVL40NS: ti Flat Roof Area - c p DQ DC c r 0 I w.l.c. r- 1 10 Sx CLT II V I C1O HT:EXLST. sr- 1 I X r.. Bedroom 2 I L 1P5•x 11'-10. CIC.M:E%15T. ^ Bath rBeth Ly U GIG ECIST. M: V E%16T. EXIST. ® 1 0l O 1 hVR s 3\''''/":\2->OCLS AREA CALCULATION 7 rTUNIT A If I DPI IM Unit A Second Floor Plan PORCH "'aO TOTAL 2Oa360.FT. 6ALOOrlf 121 SOFT. Scale: 1/4"=1'-0" TERRACE 1s7 SOFT. A-4 > TOTAL AREA 3A7260Fr. 0 , I F RICHARD JONES raLl ;1 III III L,Ff-, g.. 1 r -I ARCHITECTURE L' Open Balcony I I i .. ' logy.MST AVM=I SUITE 102 2 . . . . I ._1 1 DELRAY REAM 11.01113A 0434 V 361374.9116 I F 561.274.9134 • - - R • I = _ AA26001617 1 D326001056 ,_4. .'.. Roof Terrace - • - 'Z. r L_11 w.i.c. . . . . _ . i SW x 3..11. HT:Er.r wwonmacnrracruaacom ,.....- b. . . Master Bedroom . . . 1 r..2.:lb,cr Great Room ' CLG ur.ra. 22INT 3 30.0. El.. PA HT:V.Cr 7 C. I . 611 r Loft _. [ W.I.C. H 1 13NT y1f.f SW`x 3N11° 05 CLO tin er-r -, CLG HT:PO • _.., n H - ¢ Ei ___.....) _I X 1 •w c_fl;; mi. - . immomi 1111 7_, 0 G - : Master Bath CLO HT:V.Or UP 0 --- 17R07.33.oLIP j I - I <„<CT) M P4>4 VI"0 .--,...L., Cl) . - 't •-• p (4.) .... 0 D cl 1M ,..,1-1C1)gw LO1;; RF_P. -II VOWN E 2 z 1 . , DO-CNN pf DISP. ::11..M11.1.61.1 I A g 4,:t. 1.0 sim Wet Bar mom ICtchen oo Ws el MN= ill *41.• * io. --- ..„ \r---------:::,,, O..' I ES 17R07.53. IW. •-2 MN I ------.. n r _0 0 I Oa% JIM --I Closet •4/, Te, 1 1 II K----- di 13 Powder Foyer 0 s,cr.s.icr ' Stor. 1 Root Top Equipment i \..„. , 17" 1 Ac \r ....... CLO HO fr.O• FLORIDA L10ENSURE 0 \,,Ba.t.,11.0. 4 1. I I mow:er-r Aik Bedroom 2 -Mr x 13,0. 111“1 Bath(DE 41 -0 6 I CLG HT:PO' P..ry rtr I El ow Kr:r-o• 3. A A 1 I.•1 ii 1 mi•it•mil 0 ° Eri I \ 1 \ AA26001617 1 11326001056 El Z 1: jI \ I \ / I COMMISSION II 14-017 / \ DESIGNER, .. L i_ s I \ , I \§ DRAWN BY: ELAN REVIEW: RI tlBath - I \ I f SUBMITTALS: 0, Bedroom 3 go \ / i ate \ / HISTORIC BOARD 11.03.14 11.0 x 13,10. Carport SUBMITTAL t w'rirriwr'; \ / ‘ Cc! 2- 1-Car Garage:§, - a / \ / Wax 21.4F CLO HO Mr 96 SHWFL L_ __1 L I M E 1 c I . i t!I 0 I ____ __. —.—. ,— . Balcony .L _ . . NIS x 3,12r L , N r REVISIONS: C3 ATAC COMTAEN7 05.15 c'i Adel, Pi .% Unit B Third Floor Plan Unit B Second Floor Plan Unit B Ground Floor Plan .,. Scale: 1/4',-•1'-0' Scale: 1/4".-1-0" Scale: 1/4"=1'..06 LI •-, 9. A AREA CALCULATION FIRST FLOOR NC P31 SOFT. GARAGE 2218 SOFT. i umi.B SECOND FLOOR AC 1.323 SOFT. CAR PORT 173 SOFT. ) '0 TWO FLCOR A/C FOS SOFT. ENTRY 32 SOFT. ...) I ENLARGED -c.. MAR BALCONY 44 earn > UNIT PLAN TOTAL NC AREA 21132 MST. FRONT BALCONY 42 SOFT. ) 1 trr ROOF TERRACE 302 SOFT. L EQUIPMENT AREA 307 SO.FT. ) A-5 TOTAL AREA 3308 SCLFT. 1 0 F Li RICHARD JONES 111 II 0 si- Balcony ARCHITECTURE t-1! B 1-- --, { j . b0 , g II S.E.FDSr AVENUE Isom 102 DELRAYoENOL FLORIDA 33444 r Y 6631749166 I F 0612742196• Ij . . . . . Roof Terrace . . . . - AA26001617 I IB26001056 r—- - - . . . . . - W.I.C. 5 s4r.adr --7 0 .--. CAL HT:vim• f _ I WWWBIARCHITECIVBE.COM ' - - Master Bedroom N — - ir-r ,6.1P Great Room - II CLO HT:6J 1r.1'c 30-a. I iv r CLG NT:v4T V. Lok W.I.C. 1 v H S.--;., 134'a 141' - - . sr:6.11' cla HT:r r CLG HT:0-0' 02 - A G -. < y O r L a�J 1 i 41� a�v�i o - 0 K-....-_ 0 ¢< _,o 6 oLv UP 1Ia®Tsr I rQ �G ,.....„.....7 Master Bath CQ ti',T 4. # uc I7 J c Nr:v4r I --- CW/]�+ W Q r } 4. RFF.V ® I QIO O V V z oeL sax a C.a M ozo g wasp. -+W V. .. U saac0 411 \I Kdchen A (►•• \ \ V as NT:247 J I :. i3 64.• C:' IRANGE ITROps Wet Bar I , a __ o —� a I o �.� J I Closet I, _= I OO— --= O slur. -1 I J _, F. .o 0 R [ i� ., 6u�i in a GI F w Bath I Roof Top Equipment M. Kj AAT ,(-- _ I FLORIDA IdCIIdsURE r 1 1 0 FSm 6d' 11 I I I V/1 CIO ND6-r ^�T - Bedroom2 b - -� x 6HWiL I� O t I JO Bath lrsa:Sa ♦— j1 g MO Nr:va a sr:g. 0 SEAT I CLG Hr:6a' 1.(---1 c.,- M. b L 4— J ® /�l /,,l Entry AA2600t617I IB26001056Z 4 II / 1 / 1 CAMMLSSION i 14-017 N / \ / 1 r---- R DESIGNE R]/JSG5 IS/ 7 c ® 1 / \ 4 / \ § DRAWNBY: PLANREVIEW: RI Bedroom 3 nth r.I \ I ILI 1r.P[1P-1P — s-r:v-rr yr HISTOSUBMRIC TCAL5: cia NT:v-0• -.O =Nr:v4T - i 1P4r 1 /y I va• 1 HISTORIC BOARD 11.03.14 L. Carport SUBMITTAL 1-Car Garage / c.o mva 1 c y / 1Ca M=P-0• 1 / ,' G DWI. I _ _ L_ I I 1 � I e a Li Q � Balcony ` 1PS•S-1P - -I1r I ~ -I REVISIONS: -- - - QTACCOMMIN01I5 u 1 .05.15 `, Pt O Unit C Third Floor Plan Unit C Second Floor Plan Unit C Ground Floor Plan d Scale: 1/4-1'-0° Scale: 1/4=1'-0' Scale: 1l4"=1'-0" 4 1 X 0 4 AREA CALCULATION ) FIRST FLOOR AC 19760FT. GARAGE 336b0rr. ) UNIT C ¢¢ SECOND FLOOR AL 1,323 SOFT. CARPORT 17R60Fr. ) VTl��R TNIRD FLOOR NC 406 SOFT. ENTRY 3200FT. ) E1VLC11\G�E7D� 4 REAR BALCONY «Sort. 1 UNIT PLAN q TOTAL NC AREA 266260FT. FRONT BALCONY 42 SOFT. ROOF TERRACE 302 SOFT. ) EQUIPMENT AREA 3oT621FT. 1 A-6 L ) V ... J.J..`�.C.v TOTAL 1 3.e066GFT. ) } 0 i 4 - II ■ a aRICFIARD P. 77tt::::NF-S2 ARCHITECTURE q 1 G SE F1RST AVENUE I SURE IO2 g DEAAYDE 01.FLORIDA 33444 V 56137191i6 I F 361.2749196 O AA2600161711826001056 (i) 1.7.1 °uWW CI RJARCHI Ei1RECOMGW y V C 41 Z1 4 EMI ii..... 4- $ T37OP O-1F PARAPET Q p TOP OF ROOF BEAM ._ t— W .a 0 j� (� 1 w b ( Y 31�' L i Q'.U vi0� _ - 1 h as ` `" L~ I{ w �o¢ 0 ,,- e I _ 3.= THIRD FLOOR / s i BALCONY p►a p Z N c l . _ ti r.A C7 z TOP OF THIRD FLOOR BEAM ,4 1•-�. iry , 1 ..,..,...... v w _ / I O 29'•iP 40 Lv7 C 9 e c LT Pi w O k e .... BALCONY i i SECOND FLOOR FLORIDA LICENEURE (^ vJ - — r f.l �� > - .. .. i - - - - - n i 2 S h TOP OF SECOND FLOOR BEAM a 10 e' 1 ` I C. "' h; L IS A626001617 11826001056 ,; F5. CO3A,67SSION N 144117 V w DESIGNER: RJ/3S a n Y�'0° , �� GARAGE e cwi z FIRST FLOOR DRAWNEIY: 7SIGSJ FLANREVIEW: RJ h T'�'OP FLOOR SUBMITTALS: I.-A. OF FIRST FINISH FOR _ _ HISTORIC BOARD 11.03.14 0 — — __ _ _ _ _ -..... ''1 SUBMITTAL CROWN OF ROAD -. :...;._.- ...�> ...,,.:✓ +. ._...i _ _. _ .. 1.1 (.1.11) Ground Plane Projection/Building Section ENS: Seale: 1/4"=1'-0" c NOTE POST SYMBOLS ON BUILDING FOR LIGHT FRAME TRUSS TYPE CONSTRUCTION. ti , X i V GROUND g PLANE (I) ..4 PROJECTION H '- -. D L A-7 0 a III 111 W RICHARD JONES 6 r'1 — ■ , __ ARCHITECT URE F to SE Farr A•aam'SUITE la, S Da - DEIAYSEACi,FLORIDA 1l<U f .... V 1633H91t6 1 F 3631749196 O r AA26001fi17 I820001056 V El -W 0 _ �.. ' . ���`y "'- -f 'J-.Tj�f, www.BlAxclulFClUxEcoM C _ s H 'P....; vial il _ _ . . • ...., -_-,,,,,....r_t_.:_..,......1. _....._.,.,,.,,....., ._ ` F A gi 3{ N ..i U0,4 s ' .� - ...W^ i-t Y f _ 't _ wti.,.� 4 - ) �' Il': +�-;�1 ,,.1 �i Q') 0 c� �, Y�i^ '• 3 ' r -• Y`-�r 45 t f a t W C ��--- '-*" -F r=' -gym A z . _ . "fi t 0 V North Elevation Scale:N.T.S. g. PaoRFLORIDAucENSDRE m O O AA71001617 I 1376(101056 O i COMMISSION N 14-017 p4 __ DESIGNER: RN'S I)BAWNHY: 3S/GSJEi s�j PLAN REVIEW: RJ C 0 V N AsSUBMITTALS:Z NISIYIRICBOARD 11.03.14 SUBMITTAL 4- 1-2 ',.''..'''-,'-.'.•. F - .,-.,,F...._...t..•.e.- :--.z.,..-7--:.- t 1 h _ . ,.t .et.r _ s• .l C ,r.L-i---eC r•-L_-----.•7-'-.•`1i ...,-=E-._;-2' 1, -L.---.z4-.t4..-' 4e 4 _.. _ aEvtztoNs: +�' • -%- ,c } _ ram J • X ‘:', i, I, , .....,-- ti ( •) 0 RENDERING 3< - L West Elevation A-8 Scale:N.T.S. L° 0 0: , RICHARD JONES III � psio 1111 ARCHITECTURE z, 0 g ' 10SEPIXSAAVMSI SUITE 102 L Fi. 1 12I3AY REA=FLORIDA DIIt V 561371.91t6 I P 5613719196 A. 1 AA26001617 I M26001056 S.E.1ST STREET 0 \ LI a W W WRIAACIRTECNRECOM 1 4.1 1 N PROPERIYL,NE 1,6�- ri o . .K. _ __ IT__.__\ a �••� • o 0 Q Q I1 w aa� H S' R 8 • I I oPEISP.AC.E..z'ziroo.LsoFr _ ... .S. a III= = afx A. x C T -- , r 00000 o � H u � - zz 1 119111111. ,,, Wp d t I�J Fr CD 1--10cc C —7� _ A P w •QI V V . _ p k I I I I E ACE.WO SOFT p 6 T--I o 0 .. I"i�"II"Ir'i nnl"I+ � f h. . OPEN-SPACE.,TS MST. FLORIDA LIC NSf1RE �e Pin I OPEN SPACE.]3 SOFT..1 I I L, j ] 1 I O X O i Od ri I ' ly I i I ` ''IOITCOVERAGE=4,522 SQ.FT.:I I AA26001617 18260010.56I OPEN SPACE:325oF7. IL.... t l L1 _ I OPEN SPACE.7050FT:I I` I „kill,�1I�a q i r X COMMISSION 1 14-0 17 DESIGNER: DRAWNBY: RJ/ISsi cI i I ELAN REVIEW: RI Hu . tiSBM117ALS:^^ Eli' BISTORIC BOARD 1103.14 11 I I 1 II I I _ SUBMITTAL I OPESPACE.32SOFT.1 4 ' I 1 1 1 L -- R ► X — 0 ��I ` -® OPEN SPACE,x75a.FT. OPT,sP LEGEND 3S 50FT. i . ii - ... . .. - -• LOT COVERAGE=4522 SQ.FT.=36.8% REVISIONS. 'u PROPERTY L1NE 1165Q • OPEN SPACE=4,888 SOFT.=39.8% p Lot Coverage And Open Space Diagram NG TFi Scale: 1"=10' V U 4 V r LOT COVERAGE V g &OPEN SPACE Fi DIAGRAM 1.-.1 Ls A-9 L b 0 t I mg LEGEND: - O NORTH BASIN TH-A -- -- PROPERTY UNE IOTES AREA OF PROPOSED ASSPPHALT RESTORATION; MILLING& - = EAtlantic Ave - -Z RESURFACING SECTION IDENTIFIER ,� DRAINAGE CALCULATIONS: . - - _ .•,..i siro PLAN PAGE DETAIL PACE • PROPOSED CATCH BASIN pp GIVEN: TOTAL SITE AREA ::<sf SIte '' • IMPERVIOUS AREA <--"cf 44.2 PERVIOUS AREA 3152 cf SS8% HOPE RICH-DENStt POLYETHYLENE PIPE -• PROPOSED ELEVATION 5'1 1 :', n.:•m,D NYLO-1 STRUCTURE NUMBER - § REQUIRED STORAGE:1'OVER TOTAL SITE AREA OR 2.5'OVER IMPERVIOUS AREA(IF DIRECTION OF FLOW 6.00 RIM ELEVATION -_'SITE IS IS OVER 40%IMPERVIOUS.USE 2.5'OVER IMPERVIOUS) 3.50 INVERT ELEVATION _ 4.41 EXISTING ELEVATION _ - PROPOSED WATER METER t++•:'•�n•� USDA SCS RUNOFF EQUATION: .41.1. kf d :_�, DENOTES AREA OF PROPOSED - 1,,,c.... A = 5644 sf '.<2 PERMEABLE BRICK PAVERS 0 EXISTING MANHOLE di g Q =RUNOFF = (P-0.2SF2/(P.0.85) I.< jZj� DENOTES AREAB OF ASPHALT C.O. SANITARY SEWER CLEANOUT ! N...., Au 1 m o DRIVEWAY TO BE REMOVED P= ACCUMULATED RAINFALL DENOTES AREA OF PROPOSED t SINGLE UTNITARY SERVICE WITHCLEAN •L an;M :E dS . -. a,,sI 11 1.10 �`•"'•�� CONCRETE SIDEWALK - - C. S= SOIL STORAGE•%PERVIOUS 'f LOCATION MAP AVERAGE PERVIOUS ELEVATION '.ft < EXIST SAN Q N.T.S. WATER ELEVATION s ft F N SEWER MAIN DEPTH TO WATER TABLE = 4 fl 1 --- o CUMULATIVE WATER STORAGE WITHIN SOIL = 10.9 In II STORAGE PER SFW MD BASIS OF REVIEW !1� z 25%REDUCTION = 8.175 in -�`••_41'SAN SAN _ = 4.57 in S"N S Wi BDI01 MAR: I SAN- SAN SAN SAN-SAN-SAN SAN-SAN AN SAN i3J a _ 1�OF NAIL EXIST 12'SAN ;eN ��'P.THEN Q=0 O vTNEs uo'NOR a O SET NA0.6 NfASr1ER X NOTE:FO.zS tS>OR= ELEVATION 47.59� _ - a S.E. 1ST STREET -FDRCEMAIN ''"� \ `r�[ <o 02s 0.91 1.10 - E. - r - - - - -\ - - ]- (wrr�eoRRen) 3K W FM --plM FM -FM FM FM FM i \ pI MARX:TOP -- tl °= 0.011n I APPROX LOCATION EXIST F1l= FM -FM FM -FM FM FN, -FM -�r�t= W<s`�;,I i "'4' 18. F ttrlpi 46.3f GENERAL NOTES z'� SEWER SERVICE-INSTALL EXIST 16' MATCH EXIST o $ VOLUME REQUIRED: DOST 24"RCP CLEANOUT AT PROPERTY I WATERMAIN EL=6.3-6.5 5'PROPOSED 1. ALL ROOF DRAINAGE TO BE COLLECTED SEE DETAIL SHEET 4 EWp THRU GUTTERS AND/OR ROOF DRAINS AND V A'0/12 = 3.6 d -V/TP. ` kVTR Yt kkt;-WTR WTR�Vfi R MR-WTR k'/R-�--WTR-WT VlTR W'TR- -WTR SID y';7Ft W7R CONNECTED TO UNDERGROUND DRAINAGE SYSTEM 5T4 STIf TM {�'1M e--S „�,{ \\\\\\\\\\ CT..; SiL! STCI I T,C' S`�sc TO; CT, y 0 NA ROOF DRAIN LEADERS PROVIDED f., VOLUME PROVIDED: I EXIST WATER METER CONTRACTOR CONFIR - - MT",wMc 2. CONTRACTOR TO FIELD VERIFY EXACT = 6'THICK SIDEWALK FORM FIBER wnc CABLE V=cast„?e.^ E r--__ •.:es <,,-E.,J:c a...IL:•Ia tr-ts3;: '- l°''F+z24 11 REMAIN ,_- LOCATION.92E,AND DEPTH OF ALL EXISTING cUH41-uriK-CnL - Gifi,-- Ik: �.,W ORIVEI'�1 mil': / UTILITIES AT TIME OF CONSTRUCTION AND EJOSr.S&DEIYALK I f PAVED REPORT ANY DISCREPANCIES TO ENVIRODESIGN r II I h I 7]i _ TO RFAuw 115.50' �--1ao ASSOCIATES,INC O 9 N ( aD - L25 O Y --- 7.0 6- . pro--- 3. NO PROPOSED IMPROVEMENTS,BUILDINGS GT+ W i - - 6.5 ` - OR ANY KIND OF CONSTRUCTION CAN BE <'tj 48. / _ _- J~ PLACED ON OR WITHIN ANY WATER,SEWER OR 'Z. Z A1V I - I - ___- THE CITY OF DELRAY BEACH CITY ENGINEEDRAINAGE EASEMENTS,UNLESS APPROVED R. W a 3 m I II �I x I- ��0 35LF 12'1IDPE 10'x70•SIGHT - I_7 4. NO PROPOSED STRUCTURES SHALL BE a 1� 'I� O r .3, 8.50 8 0.5% ((( GLES Im I 10-FEET FROM ANY EXISTING OR PROPOSED '7" ///��� UTY N WATER,SEWER OR DRAINAGE FACUTIES,UNLESS ,. I w I I°Hp II M. -r.3 0���� _ / I EAPPROVED NGINEER. BY THE CITY OF DELRAY BEACH CITY rzy M M 1I I O 9 / O - 8.96 5. NOTE: ANY TREES OR SHRUBS PLACED I a> �. �y -sti - - I ,f� WITHIN WATER,SEWER OR DRAINAGE EASEMENTS, Q Ey W YYYY -II-/ k-0- THEY SHALL CONFORM TO THE CITY OF DELRAY Ls- gq -5.0' EDIFPTION easTwG 9 i _ R BEACH STANDARD DETAILS; LD 1.1 &LD 1.2. 1 EXIST 15'RCP I 6- 1 /( 2sB5 U ®� AY 9.00 ADDITIONALLY,NO LANDSCAPING IS TO BE °� W SOUTH BASIN TH-B & TH-C - ' A 1 - �i Q PLACED OVER EXFSRATION CONSTRUCTED PJ;OPO W TFR I 8.50 zr�Jt r:.=� METER /eA�A(FLow I I EXIST FF EL o ri._ 6. ALL SIDEWALKS TO BE CONSTRUCTED IN Z • PR TER T SEE ACCORDANCE WITH ADA REQUIREMENTS.ALL "'1 1--i .1 14 DRANAGE CALCULATIONS: 12' U DETAIL SHEET 4 I R = 9.0' NGVD - 8 a SIDEWALKS NOT TO EXCEED 1:48 CROSS-SLOPE ✓ Q O W EXIST1AIN - ( o I AND 1:20 RUNNING SLOPES. ALL RAMPS NOT �i GIVEN: TOTAL SIZE AREA 63,9 c1 ,CV, 124' O TO EXCEED 1:48 CROSS-SLOPE AND 1:12 a N"'1 r-I A IMPERVIOUS AREA 524;sl 79.3% lil UN RUNNING ROPES WITH MAXIMUM RISE AND RUNS PERVIOUS AREA 1372 s1 20.7% T SEF ,Are D (/� y in I n I _1 I PER ADA REQUIREMENTS MATH RAIUNCS WHERE PE 4T _ re c TRENCH DRAIN - NEEDED. LANDINGS WITH 1:48 CROSS-AND E" REQUIRED STORAGE:1"OVER TOTAL SITE AREA OR 2.S OVER IMPERVIOUS AREA(E ¢I '[ tip 1 \ RIM EL=8.50 �I_ 1 , RUNNING-SLOPES ARE TO BE PROVIDED AT N SITE IS OVER 40%IMPERVIOUS,USE 2.5'OVER IMPERVIOUS) - I o 0 5 -- S, , - ,., �' t N TOPS AND BOTTOMS OF ALL RAMPS. , Qi IfR-1Yrn4 ;�; +73 00�00000 I. _ �o U "�'� av USDA SCS RUNOFF EQUATION: I IR X 7. CITY OF DELRAY BEACH UTILITY DIVISION - _ _ - MUST BE CONTACTED AT LEAST 48 HOURS r/j�SMN « >i O A = B679 cf �x PRIOR TO ANY SHUT-DOWN AND/OR REMOVAL z e.°C rJ �I _ 1 CB, FF EL = ® - I Fl OF EXISTING WATER MAIN OR SANITARY SEWER 0 Q =RUNOFF = (P-0.25)+2/(P+O.BS) �; - NI - CAR PORT I co ri ONES AT 561-243-7372. C$ U z4.. t • t3R POOL DECK AREA p s ,D-0- .r ls.) 0 1 S 17U- z -' •1 P=ACCUMULATED RAINFALL ATCH EX151 a' I 18.6' I '. 8.00_ •:.. . c I. . U.75 NGVD D.:D.R ( ' a THE EXISTING SANITARY SEWER LINE MUST NEEE 62ot° _ A88 " =f7.0 - ""-"" IPgRT00iCE0U �' =NL rE BE TELEVISED PRIOR TO AND AFTER ANY d q E,-m zz .,I 4 , I f SANITARY SEWER SERVICE CONNECTION, O fa 6- ti = 10'x10'SIGHT cr ORYc a TRENCH DRAIN 7., W O s VISIBwn H-B R!A EL=8.25 REMOVAL AND/OR ABANDONMENT. 2 D w I,. S= SOIL STORAGE•%PERVIOUS - j I TRIANGLES. I- - -r o'r'= I 8.00 - - - C W 0,o AVERAGE PERVIOUS ELEVATION = 711 - b }- .�: �m SWC fA o WATER TABLE ELEVATION = 0 I` ,do '. , _ 1 zn s- I� sd MU MI c sn TED W Q O T DEPTH TO WATER TABLE 4 ft /J4t - - - - _ .. __.- _ _ -. - a g �� CUMULATIVE WATER STORAGE WITHIN SOIL = 10.9 in _ - I `'� -:- a. - - BLOC 1 2 6 II BLOCK 1 C �' �/ - g Q o `v STORAGE PER SFWMD BASIS OF REVIEW ST SAN C.iU I FF EL - I - --. \`POOL DECK AREA 'v .1-' F°� �: 25%REDUCTION = 8.175 in � 1A,R GAFMGE F DRAIN BY OTHERS \f w gL'o I SE. MAIN 11 �L' I a�®. = i5__ ,.69 n 8.75' NGVD P� gi' o�" 78.T � t3:i ,-�I tau•„s.v NOTE:IF 02S IS>OR=P,THEN 0=0 \\\ 'z •02S= 0.34 < 1.98 O 15LE 12'HOPE N:15 (/T��m FJ05T POIF TO BE, - p seP,v+ArE I t2•RETAINING \ / ,x e...n., 0= O.et h RELOCATED- _ I I, �doRr H PeRi.Irt --_ WALL AS NEEDED ��f W .. COORDINATE%NTH� . I .® ,_ TRENCH DRAIN - CED I -BY OTHERS M ,v o VOLUME REQUIRED: (c 1• RIM EL=&25 I Know what's below. Q I10[1[III��� 111 Ca before you dig. z V=A•O112 = 446.1 f I ' Will-wm-rK WPC - / cam- -- I CALL 48 HOURS BEFORE YOU DIG, w i NYLO-3 VOLUME PROVIDED. MATCH EXIST I L_'- 4.50 I I Oi 0- - 8.00 DRAWN: IT'S THE LAW > -±7.0 I - < rn- -s1M-.. sn�su rn-rn-m-rn-rn->M--�ru-sn-s> 4.95 M.T.J. rn � ;s �,' 1-800-432-4770 ' v Ir:=EiI:EAo_,PA.E..a •.a)•313V3•Di.i.ATo ,.r2 -dad ° d� �� �� I CONTRACTOR;TO FIRM z , Q -- -•- -• -- -- -- .. -• -- --•--- - - SUNSHINE STATE ONE CALL OF FLORIDA.INC. CHECKED: D: 6'THICK SD ALK FORI P A v E D PROPOSED DOUBLE SEWER D 1N2•maaRl L- DRIVEWAY SERVICE WITH CLEANWT 90LF 12'HOPE ±2'RETAINING ROO(N0 NuuBExU = - INSTALLED AT PROPERTY 0 0.5X WALL AS NEEDED SCALE: 1" 10' DATE: ''.,-,=. i -BY OTHERS -5 0 10 111111111 IN 20 + -SEE DETAIL SHEET 4 1/21/15 VIr. 20.0' I + ■■ COSTING 48.8 5 1S JOB NO. 7 F1DGR+RESI o cE 14077-ENG PROPOSED WATER AREA LABLED AS NOT INCLUDED IN PLAT BOOK 11, PAGE 4 0 COPGHT 2015 BY wOOESIGN ASSOCIATES,INC. METER W/BACKFLOW THIS DRAWING IS FRONDED FOR INFORMATIONAL POSES ONLY, SHEET NO. I TER-SEE DETAIL IL YRUNLESS SIEVED AND SEALED BY A REGISTERED PROFESLd1AL u+ DETAIL SHEET 4 Exarml faPREsxnNc D4w'.00E5IGN w AsatTEs,we 1 OF 5 ri f TYP.NO.89 AGGREGATE IN OPENINGS CLEAN AND GRADE q. GRADE SUBGR/IDE MIN.95X UNLESS OTXERMSE 2 R0.4 BAR PLACED GE ED 1/2- MAX DENSITY PER 1/4"PER FT.POPE SHORN ON PAVEMENT SIDE 24• RADIUS 'LNG SURFACE 1Y 1Y C PERMEABLE CONCRETE PAVERS MIN.3 1/8"THICK R/'N LINE SURFACE ? SY R ? P.T. JOINT-A- .•SECTION A-A PER sEcnCN s. - SIMININIMI �� . 3/4-R f - — 3 25' 25' _ R/W LINE PER SE STD. MORTAR TO CURB/EDGE RESTRAINT 5H-D o �""`ii STABILIZED "- r/"'/"'Sr® CURB TO BE 6"WfDE X B"DEEP I VARIES VARIES I SUBGRADE SVBCRADE ,.. AI. 1 5 jSOL 11'or 1Y II•or 17 T o. 5 IS G 1Y SO SE En OPTIONAL I4 REBAR PLACED 3-BELOW SURFACE SWALE SWALE -.. ,rh - ,_�'e`�-'"'"s uv -1 4' I.,.' 4' P.C.A CONCRETE VALLEY GUTTER nar -OLIO'-n� -0.24• RAMP TYPE-A-.IaNT±ED'P• HEADER CURB NOT M SCALE '/A'.x " `�I— I -EDGING COURSE 1 1/2 TO 2• THICK ..... --+ SURFACE � 0. '- I• 2_ox PER INDEX 3j0T4 TYPE-B-JOINT NOT To SCALE ) r�7 I —_ (TYP.NO.89 AGGREGATE) o WITH DETECTABLE PLAN NOTE:SA REWIRED + '1.--4' , •• ._,i 6. WARNING SURFACE t/4- �r/✓� AT Io CENTERS iv`'`�r �?�. I I 4"THICK NO.57 STONE FA . • III—I OPEN-GRADED BASE �I- BASE MP%••. 1/4 R 1 t/2" l i`i _• i�i �.�I—I SUB-GRADE 1/4•R. iii, ; 5'CONCRETE 6-STABILIZED SHOULDER/5'CONCRETE ..!MEW 2-R 2Yt SURFACE 1i 0 II I I—I I1-1 NO.2 STONE SUBBASE c 4'7}114 6'THICK 4.1HM. 6-NOR 1 4•PREMOIDED . s'.• 'INC et 3'R _ AT ORI AY AT DRRE AN 6. e�•� 1II-1- I IIII 11 1 I I III— I—I IIII GEOTEXTLE ON BOTTOM AND SIDES OF h NTERSErnONS) INTERSECT/ORS MATERIAL PER SECTION SURFACE • —III—III—III—I I—III I I—III-1 I I—I TYPE"A" 932-1.1 F.D.O.T.STD. TYPE "B"• 6• �� OPEN-GRADED BASE SPECIFICATIONS - ARIES i//////Ii`/ � 4 SIDEWALK JOINTS 4 MIN. <M 3 4 R NOTE 1.ALL SIDEWALKS SHALL BE CONSTRUCTED THOU DRIVEWAYS rS.Z&— SUBGRADE1 24- UNCOMPACTED SOIL SUBGRADE-ZERO SLOPE PAVEMENT SPECIFICATIONS 2 ALL SIDEWALKS SNAIL INCLUDE ADA COMPLIANT RAMPS 0 INTERSECTIONS y /2-TYPE s-nl(2 LF75)OR t-1/2"TYPE 5-1 2.ALL SIDEWMRS SHALL INCLUDE CROSS SLOPE AND RUNNING SLOPE INSUBCCRRADDEE NOTE WHEN USED ON HIGH SIDE CF ROADWAYS, NOTE PERMEABLE PAVERS TO BE INSTALLED IN ACCORDANCE o6 WEARING SURFACE 1 1 ACCORDANCE WITH ADA REQUIREMENTS ADA COMFUANT RAMPS 0INTFRSECTR7NS CROSS SLOPE OF THE GUTTER SHALL MATCH I e`• 6-LMERCOC OR 10"CRUSHED CONCRETE CCM- of THE RAMP AND 24-DE 4.CURB RAMP DETECTALE WARDING SURFACE SHALL EXTEND THE FULL WON THE CROSS SLOPE CF THE ADJACENT WITH THE INTERLOCKING CONI,KtIL PAVEMENT INSTITUTE(CPI)DEEP FA.O.T.TYPE b- PAVEMENT AND THE THICKNESS OF THE PERMEABLE INTERLOCKING CONCRETE PAYMENTS STANDARDS. ns BASE PACTED TO 913%MAX DENSITY PER AASN10 T-16n LP SHALL BE 6-MN. W 4. PRIME&TACK COAT PER FOOT SECTION 305. TABLE OF SIDEWALK >i S6¢ TABLE OF SIDEWALK JOINTS CONCRETE CURB F.D.O.T.TYPE Y 3 THICKNESS - "TPERMEABLE PAVER SECTION tY STABRRID(75 P.S.I.FB1)AND RE OENTIAL AREAS 4- TYPE LOCATION NOT TO SCALE CONCRETE NOT TO SCALE �W Ni< SUBCRADE COMPACTED TO 9ER MAX DENSITY PER NATION 10'OF CROSS-STREETS 6-,9' P.C.AND P.T.OF CURVES AASHM T-180' AT DRIVEWAYS k OTHER AREAS _ -A- JUNCDON OF EXISTING& CURB AND GUTTER VARIATION FROM MATERIAL SPEDFICATTONS NM BE CONSIDERED TABLE OF SIDEWALK NEw SOExALxs 3 EVERY 3O NOT TO SCALE ON A CASE BY CASE BASS BY THE CITY ENGINEER. WIDTHS - •W D'-O•CENTER TO CENTER ON -B- SIDEWALKS SCORED SA WRING NOTES 1.ROADWAY SUBGRADE SHALL N AU.CASES EXTEND BELOW BNBING STABNZE SHOULDER TO 50 P.S.I.F.B.V. SINGLE-FAMILY AREAS 5 24 HOURST a LAC ME WHIN 24 HOURS OF PLACEMENT. 2.CFSAWCLITSCONCRETE AT 10'CENTERS SHALL BE MADE WITHIN 24 HOURS TYPICAL 50' R/W SECTION WITH SWALE OTHER FAREAASS As SPECIFIED BY THEMILY AREAS N' M SIDEWALK�FA of CONCRETE PLACEMENT. CITY ENGINEER -A- CONCRETE CURBS DRIVEWAYS, o DETAIL RT 'LibAND SIMILAR STRUCTURES - CURB AND GUTTER SECTIONS RT 6.1 SIDEWALK CONSTRUCTION RT 5..1 O G. [�] 1 PAVERS , HATCH EnSDNC ^ DRIVEWAY MOTH I�1 'alr1 1 1 ' I I I I I OR 12'MIN. SAW CUT 1Y SEE TYP.SECTION ) - - / WHICHEVER IS GREATER ri 7 A FOR NEW BASE •j 24'MAX WIDTH(2-WAY) E. f-R O -: I AND ASPHALT i ir N/W SHORN 014 PLANS - a ����������' srnREO RR SCORED oR W ✓✓✓ , it.Pr `r - z 1 f QLL z ,'� . . . .' 1 .•':' .1 J�OINTCUT �6'SII EWAIX EW A1Ni // 0 W MING EIGST.ASPHALT 1-1/2-SAND BEDDING JODIT ` / �(4-CONC.)J IZy.94 L��Lf C,K 'r' TO BE REMOVED. / E " U ASPHALT&BASE tY COMPACTED SUBCRADE TO 98W PER AASHTO T-180 A B. E W my CONSTRUCTION PAVEMENT JOINT CRJSOO1 K RAVE x rryV�e OUTSIDE RIGHT OF WAY 4-MIEROT BASE xi COMPACTED TO 98X PER AASHTD T-18G r, �' NOTE: NSOE RIGHT OF WAY 6•LMEROCK BASE COMPACTED TO m D - OPE W F�L Imo, THIS METHOD OF PAVEMENT MINT SHALL BE USED FOR ANY 99W PER AASNTO T-IRO OR 4-FLOW-ABLE FILL O00 PSI.let) (SAME AS OF r� ›-1 APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT 1 ROADWAY) PAVEMEM y V 1 N AND BASE MU.BE CONNECTED TO E)OSTINO PAVEMENT AND ROADWAY RAVE z h+l BASE NODE RIGHT Cr WAY 8-LMENOOK BASE COMPACTED TO 98S PER AASIHM T-IOU OR 6-FLOW-ABLE FRL(ISO P.SL MIND (T�.) 6 CD Q w SAYM1CU.Lr MIN. I O ERLAY'T PLAN CL4 ,--1 ---1 A 8- 6- PA 2-RADIUS NOTE: DDEWAL(SHALL BE CONSTRUCTED THROUGH DRIVEWAY. SALT �-- -_`•- ----' y"- - IIII.—I-- N ,a a COLLAR E. -TT CE705TING PTA L 7'I" ----- U.NOQ z „ ASPHALT NO INTENTIONAL SPACE �/2' � MOTH CC mac ¢ a SPACE BETWEEN PAVERS c< SAF10 ::S.. jam•-i rH-7 <� E1CST.ASPHALT G 8-SOWER COURSE c g BEDONG :: �+:•%�`•.9.4 0°Xpn G�V BASE o �. a (n fa'or-.TO 0£REMOVED. - .•1\ CONCRETE BAND 1 '• �-I [c U zoo NEW OVERLAY PAV MONT JOKE &CUTTER CURB 3000 PSICONCRETE 1 ' ` :'. I�7Y COMPACTED C)- i' •• .. SU..RADE 7ID w] .o - n�• 4-UV/CROCK BASE COMPACTED TO NOS PER TO 98S PER 0J m d N- - MSHM T-1B0 TINS MEHOD OF PAVEMENT JOINT SHELL O USED FOR ANY NOTE: AASHM T-180 SE OUTSIDE ACT OF WAY. 0 ID F'I r APPLICATION E ED TO DIVING WERE PROPOSED PAVEMENT 6-UTORT 1 BANE COMPACTED TO Y. PER O U s '7"v P. WILL BE CONNECTED TO EICSONG PAVEMENT. D CITY KAPPROVES PAVERS MBE USED O LIEU OF RXRG 4ASLO TABLE ILL INSIDE(1 0 P. . WAY. 5 Oo EQ€o BONE, SIDEWALK PAVER SHALL BE R MIX#-STONE,4S HERRING 4-FLOW-ABLE FILL(100 P.SJ.ARM.) CO 5..< C. BOME RED/CHARCOAL,COLOR MIX(L [N Z G PAVER BRICK SECTION SECTION wQ ox3 - PAVEMENT JOINT DETAIL RT 7.1 DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 z q5qog W `i • YS-: N 0 \ fa - W m z "5 z a 1 w DRAWN: M.T.J. . li CHECKED: J.A.P. - a DATE: 1/21/15 JOB NO. o 14077-DTL 7 C COPYRIGHT 2015 BY EIMROUERGN ASSOCIATES.INC. - - R DRAWING IS FRONDED FOR N 10N FORUTATAL PURPOSES R5.T, SHEET NO. r I9 UNLESS SIGNED AND SEALED BY A REENTERED PROFESSIONAL •r ENGINEER REPRESENTING LNVNODESTGN ASSOCIATES.NC. 2 OF 5 3 A PAVING, GRADING AND DRAINAGE NOTES GENERAL NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE 12. ENVIRODESIGN ASSOC.INC.SHALL NOT BE RESPONSIBLE FOR THE (PBC)RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL WITH SECTION 334 OF THE FDOT STANDARD SPECIFICATIONS FOR MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SAFETY OF THE WORKERS OR THE GENERAL PUBLIC.CONTRACTOR ACCORDANCE WITH THE PBC LATEST STANDARDS.ALL PAVING AND ROAD AND BRIDGE CONSTRUCTION.LATEST ADDITION.THE SURVEY MARKERS DURING CONSTRUCTION.CONTRACTOR SHALL BE SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE IN ACCORDANCE WITH OCCUPATIONAL SAFETY&HEALTH (FOOT)RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL DETAILED DRAWINGS. MONUMENTS DISTURBED DURING CONSTRUCTION.AT NO ADDITIONAL ADMINISTRATIONS(OSHA)REQUIREMENTS AND THE SAFETY OF THE ACCORDANCE WITH THE FOOT LATEST STANDARDS. COST TO THE OWNER. GENERAL PUBLIC. 12. ALL CONCRETE SHALL DEVELOP 2500 p.s.i.(MINIMUM)28 DAY 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH DENSITY REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 CLASS I CONCRETE SHALL CONFORM WITH THE FOOT EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. SPECIFICATIONS.SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE SPECIFICATIONS,LATEST EDITION.CI ASS I CONCRETE USED AS PLANS.UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY PROPOSED EDGE OF PAVEMENT AND/OR 6' BEYOND VALLEY PAVING SHALL DEVELOP 3000 p.s.i.(MINIMUM)28 DAYS. AND MAY NOT DEPICT ACTUAL LOCATIONS.CONTRACTOR SHALL 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 GUTTER.TYPE'F'CURB&GUTTER.OR TYPE'D'CURB.SUBGRADE COMPRESSIVE STRENGTH. NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO LINES PRIOR TO CONSTRUCTION. UTILITIES. AASHTO T-180.ALL MUCK,STUMPS.ROOTS OR OTHER DELETERIOUS 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR THE DEENERGIZING OF POWER UNES AND/OR HOLDING POWER POLES IN CONFORMANCE WITH SEC.8.24.E5.I ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF STREETS AND HIGHWAYS.AND/OR PALM BEACH COUNTY TRAFFIC DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. i PAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABILIZED.THE DEPARTMENT TYPICAL T-P-10-001,WHERE APPLICABLE ALL CONSTRUCTION A CONSTRUCTION ACTIVITY,INCLUDING TRENCHING.IS TO BE A g REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS FLORIDA BEARING TEST.TEST METHOD"C"OF AASHTO T-180 14. SEQUENCE OF CONSTRUCTION-THE SEQUENCE OF CONSTRUCTION THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING DESIGNATED TO REMAIN. SPECIFICATIONS. SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. KIND THAT ARE BENEATH THE PAVEMENT,SHALL BE IN PLACE AND 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION ANT 5. ALL ELEVATIONS REFER TO N.G.V.D.1929.MINIMUM FINISHED FLOOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE .2 SECTION 250 OF THE FLORIA DEPARTEMENT OF TRANSPORATON COMPACTION OF THE SUBGRADE, ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. STANDARD SPECIFICATIONS.THEI FOR ROAD AND BRIDGE<BASEH CONSTRUCTION, ABOVE ELEVATION TBD'(WHICH IS ABOVE THE 100-YEAR c • LATEST EDITION.THE THICKNESS OF THE SHELLROCK BASE SHALL 15. INLETS AND MANHOLES-ALL INLETS AND MANHOLES SHALL BE FREQUENCY STORM). 18. THE REMOVAL OF ANY TREE ON THE 517E IS PROHIBITED WITHOUT BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FDOT SPECIFICATIONS, THE REQUIRED PERMITS. COMPACTED TO A DENSITY OF 98%OF THE MAXIMUM DENSITY AS LATEST EDITION.AND ROADWAY AND TRAFFIC DESIGN STANDARDS, 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR i Q DETERMINED BY AASHTO T-18D.THE SHELLROCK SHALL HAVE A LATEST EDITION,AND PBC STANDARDS LATEST EDITION.WHERE REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT MINIMUM OF 40%CARBONATES OF CALCIUM AND MAGNESIUM IN THE APPLICABLE THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. RIGHT-OF-WAY SHALL CONFORM TO 7HE FOOT DESIGN STANDARDS MATERIAL FOR DESIGN, CONSTRUCTION.MAINTENANCE AND UTIUTY OPERATIONS 5 M) 16. GRATE ELEVATIONS REFER TO THE FLOWIINE OF THE GRATE. CONTRACTORON7. CTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR,AT THE STATE HIGHWAY SYSTEM(LATEST ED.). oy da 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NO ADDITIONAL COST TO THE OWNER,ALL NECESSARY PERMITS, ; SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD 17. GRADES SHOWN ARE FINISHED GRADES. FEES AND LICENSES 20. LANE CLOSURES WITHIN THE FDOT RIGHT-OF-WAY SHALL BE y+ E�- AND BRIDGE CONSTRUCTION,LATEST EDITION.THE THICKNESS OF LIMITED TO THE HOURS OF 9AM-3PM,MONDAY-FRIDAY EXCLUDING ..toTHE LIMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL.N/A N.G.V.D, & CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE >"' EN DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98%OF NOTICES AND COMPLYING WITH ALL PERMIT(S)CONDITIONS. PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FDOT DESIGN o� THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 19. REINFORCED CONCRETE PIPE-THE PIPE SHALL CONFORM BATH THE STANDARDS(LATEST ED.) i REQUIREMENTS OF CI ACC III OF ASTM C-76 AND WITH THE FDOT 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR a 5. MUCK AND PEAT-IF MUCK AND/OR PEAT ARE ENCOUNTERED IN SPECIFICATIONS.LATEST EDITION.THE FIRST JOINT OF PIPE THE HOLDING OF OTHER UTIUTY POLES DURING CONSTRUCTION AT THE ROAD OR PARKING AREA.THEY WILL BE REMOVED COMPLETELY ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED NO ADDITIONAL COST TO THE OWNER. TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND WITH FILTER FABRIC PER FDOT SPECIFICATIONS. • SHALL BE BACKFILLED WITH GRANULAR MATERIAL IF HARDPAN IS 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.L(MINIMUM)28 DAY ENCOUNTERED IN THE SWALE AREA.IT WILL REMOVED TO A WIDTH 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF COMPRESSIVE STRENGTH OR GREATER WHERE NOTED N PLANS. OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH AASHTO M196 AND SECTIONS 125,430 AND 943 OF THE FDOT CI ACC I CONCRETE SHALL CONFORM WITH THE FOOT GRANULAR MATERIAL. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SPECIFICATIONS,LATEST EDITION.CLASS I CONCRETE USED AS LATEST EDITION. PAVING SHALL DEVELOP 3000 p.s.L(MINIMUM)28 DAYS 6. WHERE SOD IS DESIRED,LOWER THE GRADE 2 INCHES BELOW THE COMPRESSIVE STRENGTH. (Ti FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE W 7. CLEARING AND GRUBBING-WITHIN THE LIMITS OF CONSTRUCTION REQUIREMENTS OF THE LOCAL UTILITY. ALL VEGETATION ANO ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL-REQUIREMENTS FOR PIPE BACKFILL CROSSING ...I I Qi ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FDOT d' A 8. GUMBO-WHERE GUMBO OR OTHER PLASTIC CLAYS ARE SPECIFICATIONS.LATEST EDITION.PIPELINE BACKFILL SHALL BE [r Z L--I ENCOUNTERED,THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PLACED IN SIX INCH LIFTS AND COMPACTED TO 100%OF THE PiQ4' PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING STANDARD PROCTOR(AASHTO)T-99 SPECIFICATIONS. A W CD HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. W 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3) W (Sy 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTION,LATEST EDITION.PRIME COAT SHALL BE RC-70 OR CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. M ASPHALT EMULSION PRIME(AEP).PRIME COAT SHALL BE APPLIED . ^ Qi V AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM.THE SQUARE D FOR UMEROCK BASES AND NOT LESS SQUARE YARD FOR SHELL ROCK OR N 0.15 INCTOR UST P iN COQUINA SHELL FOR INSPECTION BY THEENGINEER AFTER FINISHED ROCK FOR THE DOWN AND LAMP THE DRAINAGE SYSTEM Q x E GALLONS PER '1 C.T. BASES. ROADWAYS HAS BEEN INSTALLED. r, M 10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND C/] W y" SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE Z (/) YARD.UNLESS A VARIATION IS APPROVED BY THE ENGINEER. NRGiD OWL COVER N.ED ORATE DRONER NEARED CRAM O➢IER d O W MR EASY ACCESS FOR EASY AC¢55 FOR EASY ACCESS (]M Y'-( "'H A 15" DRAIN BASIN 12 i I I, -r�- 1I " E,En DUCTILE IRON GRATE 15' .0) 8/CAST IRON FRAME -1 // VARMMEVARUBIE oow1 / I rrT7 rT'-1 r��7 2 INLET AND OUTLET Nu..6L EEO ..11. NDGR ...LLL___ a Et ADAPTERS AVAILABLE 4' 1 �' +�� �t5.25� -tcza-� F a Y�' THRU75' ,n / l 1-HD C� -I{- t---- CO] o FR VARIOUS TYPES OF OVERALL HEIGHT 10' '(1)ADAPTERS CAN BEI.....4. ....i.:5':% ---L- ti O po OUTLETS PAIN WATERTIGHT MOUNTED ON ANY ANGLE ' , , d --. o C c U=G: ADAPTERS FOR: 07 TO 3594.TO DETERMNE A , p =I® mN f3 c ADS N-12 WNiMUM ANGLE BETWEEN E SDR-35 SEINER ADAPTERS SEE DRAWING NO. I O O -- >� d'8 a<u LL -I CORRUGATED 40 PVC 70D1-110-012 Q IO Ti `¢m f 1 `a RIBBED PVC STANDARD SOLID 'PEDESTRIAN Q 01 G4?o AFFIRM CRASS AREA.5270 56 N. APPROL ICOR 11I114 MATE-SECO LBS APPROX.DRAW MEN-615 56 RE 5 LD o r4 6 Y E APPROY.STOAT N1N FRAME.5i52 LBO ARPROII YO4R REM FRAME-5170 LSE C N Z C 15" DRAIN BASIN WQi o 6r `, N.T.S. NYLOPLAST 15'GRATES/COVERS -a<<3= ". STA.I.Ro MRS HAS H-25 MAIN MT RATSC "j U V p :N SMD COIEA HAS N-25 IEATT BAIT RATND G p N MOESIRNM CRATE HAS H-10 MEOW DUTY RATING 2 F VT 16 OUAIRY:W1LRiALS BIALL 1SORM TO ARM - 1.W§ jr , A510 GRADE 70-5F65 A AM-6ASS}CO Ef MAIEISN:DITEE RN GRAM W/C ST RCN FRAME •SAE OF°PORNO WETS R£0.0 UI15 Cr•1RRICAM • d^ fl A A A B C- PAem C.V.ARE NR4WCD IN.A MARL PARRWOG.DOM O6ABUIY ACT AS STATED N I AI RFGSTIA PART 4 o a DUCTILE IRON DUCTILE IRON - 501545!RULE rsaATE/C °DMNSC BRANOF TT S PURJiC AR PART AcccRW"aoAms " F/1 "� \ -- GRATE W/CAST -�- GRATE W/CAST 72• 4' 10.50 .vm N mNrnRAL FAanar rwu Ruc :x IRON FRAME IRON FRAMESI Ito C 12' 6' 11.50 15'GRATES/COVERS W to ? C M.T.S. r7+ N O Er.1 12' 8- 11.50 L■E 12' 10' 11.25 a V. -- B 12' 12' 6.00 z W S VARIOUS TYPES OF VARIOUS TYPES OF DRAWN: 12X4 OUTLETS WITH WATERTIGHT 12X12 OUTLETS WITH WATERTIGHT M.T.J. 12X6 ADAPTERS FOR: ADAPTERS FOR: '1 +a ADS N-12 ADS N-12 CHECKED: 12X10 SDR-35 SEWER SDR-35 SEWER J A.P SCHEDULE 40 DWV SCHEDULE 40 DWV CORRUGATED PVC CORRUGATED PVC RIBBED PVC RIBBED PVC DATE: - 12" INLINE DRAIN 1/21/15 JOB NO. U, N.T.S. 14077-DTL 7 0NIS COPYRIGHT DRAWING PRONGED EDDFFOE ESINFO1MATIONASSOCIATES. AL PLRPOSES WILY. SHEET NO. UNLESS 5GNE0 O SEALED BY A REGISTERED PROFESSIONAL T AN ENGINEER REP(ESOMONG DIVROOESGN ASSOCIATES.INC. 3 OF 5 v a 1 BAIL APPROVED METER BOX BY CONTRACTOR. 'AVDNENT TYPE I.COPPER BASCCKFLOW PREVENTER METER BY OTT 6'PIPE HIPPIE ♦ BALL VALVES PR R T MR r .` win TI'�L CWPER HOOD SCREW VENT SPRING ANDARD - i MI MI sei' e.TE/ti I 'I�1I�It#11111110 011 11 6 PIPE MPPLE TYPE L COPPER _ .•• �_ 90' H Gl1DE STEM PIPE BONNET SERNO RETNNER PRODUREFER CTS LLIISSTS {5 RP2 BACHELOR %Y I PVC PIPE FlPE AIPPORT(TYP.) CHECK SPITING SHEET SPL-2 FOR POLYETHYLEVE METER BOX AND SOR9/3106 TUBING 5 TO FIRE S2'PAN EANCE (7Yp, (SEE DETM BEU77) COVER TES SHORT SEANCES SPRINKLERS 1/4'CHAMFER '0'RING BALL SEAT(4 REOroJ ONLY i MITI.:....., MBETOFx- ate•- �� (ALL-AROUND) VALVE BALL R RM.) - -\C// J ) VENT DISK ADAPTER(2 REOb.) BRASS CURB STOP I LONG SERVICES-1 .8 I 316 SS DOUBLE SNAP Y Q.EM x STRAIGHT BALL VALVE I 1 SADDLE MTH BRASS El l IFSS 'i DISC HEIDER MTH LOCKING RPM 45'`� TO DOMESTIC I COSORAnON STOP(SEE . Z T (VENT) a(SEE STANDARD �1 SEANCE STANDARD PRODUCT fil 1O a 0-1r O.GEW. DISC HOLDER TO BE INSTALLED 12' PRODUCT UST) r 36'X 12'X 6•MK DISC(CHE H) \y WRVET THE NO MESS R/W LINE ATFRNAM R I '1/ GONG PAD ,I� CHECK DISCGHER THAN 5 FEET ELEV. SOT.Bo P.V.C.SLEEVE UNDER 316 SS COME STRAP SADDLE PPE BODY DISC SCREW PAVEMR.TO EXTEND 5'BEYOND 11111H BRASS CORPORATION STOP 2 X 2"X 1'4 THE. 510.315 S/A�T, GUTDE THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT LIST) GL ( � PACKING NUT(2 RUM) NOTES: ALUMINUM III PATE AT v BOLTS TEST COCK(2 REOro.) 4 NOTES: 1. SUCCESSVE TAPS INTO THE WATER MAN SNAIL BE SPACED 3/6'-316 S/S 316 STAINLESS STEEL A MINIMUM OF 15"ON CENTER. 1. SUCCESSVE TAPS INTO THE WATER MAIN SHALL BE SPACED WEDGE TYPE CONC. BOLTS AND WASHERS "! 2 SERVICE LINES SHALL NOT BE RACED UNDER DRIVEWAYS. A MINIMUM OF 1S ON CENTER EXPANSION ANCHOR p as 3, ALL METERS REWIRE A LOCKING BRASS CURB STOP MM 2. SERVICE TINES SHALL NOT BE RACED UNDER DRIVEWAYS. (2 tea') 14-12"aGEW. TYPICAL IRRIGATION SYSTEM 41 LOCKING W ANTI-SIPHON PRESSURE TYPE LOCK DUNG(1'MRL). 3. ALL SERVICE LINES REQUIRE A LOG WI ONG BRASS CURB STOP MTH - r CLEAR �„ E. 4. NO FITTINGS BETWEEN CORPORATON STOP AND BRANCH Lax WING WIN.). ':`-• -` >> `• r VACUUM BRFAKER 1E1 6¢ ASSEMBLY. 4. NO FIN rna.s BLIWcG!CORPORATION STOP AND BRANCH NOTES 0. MAXIMA SERVICE LENGTH IS Tar TO METER •ASSEMBLE PIPE SUPPORT DETAIL 0 Hd NOTES: 6. CA-RING PIPE ID.MALL BE SERVICE O.D.PUS 1'MINIMUM. 5. MAXIMUM SERVICE LENGTH IS 103'TO METER I.WATTS REGULATOR COMPANY DR EGUIVALENT. -' - 7. WNW BEND RADIUS ON SERVICES SHALL BE 14'. 6. CASNG PIPE ID.SHALL BE SERVICE S.D.PUS I'MINIMUM. 1.FOR ALL SERVICES LESS MAN CR EQUAL TC Y pA 2.VALVE SHALL MEET CR EXCEED THE ASSE.,BS•A AND - ON ALL SEANCES BElRND METER. 2.ABOVE GRADE PPNG SHALL BE BRASS CR TYPE l'COPPER TUBING. U.S.C.F.REWRELIENTS B. METER ODE WU.BE DETERMINED BY PUBLIC UTILITIES DEPT. 7• MINIMUM ON ALL BEND N RADIUS BUS CR SERVICES SHALL BE 14'. 3.ALL COPPER JOINTS SHALL BE MADE MTH 95/5 SOLDER UPON SHALL ALSO BE USTED BY IAPMO(UPC). UPON APPLICATION FOR SEANCE 9. ALL VALVES TO BE BALL VALVES. B. ALL VALVES TO BE BALL VALVES. 4.RP2 BACHELOR PREVENTER IS REWIRED INACCCDAN(I Willi CITY 4.USE OF OTHER PIPE MATERIALS MTH APPROVAL OF DEPUTY OR CF UTILITIES. OF DELRAY BUCK CCOE OF ORDINANCES VILE V.CHAPTER 5260. 10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. METER BOO SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 5.USE OF OTHER PIPE MATERIALS MTH APPROVAL OF DEPUTY DIRECTOR OF UTILITIES 5.ABOVE GRADE PIPING SHALL BE PVC CR COPPER. O ~AANNDZ 6SOOITAL ERTIES FIE SPRORIN 5 "c.MS.0P6"i6 ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER GX•M TYPICAL SERVICE CONNECTION PW 9.1a TYPICAL DOUBLE SERVICE CONNECTION PW 9.1c REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 PW 10.3 m aw F F� d' ,` 'ORATE BENDS AS REOUI9F'D • 7635 OR C Z Q EXISTING GRCNo '--' CDR NO.WA04-1300-194Ex w I- 1-1 BOX&HEXAGONAL DOM ROTH (WI)+4' / WYE BRANCH(NO TEE PROPERTY MANSION JOINT SURFACE RESTORATION QO. COVER MARKED'V •�;•••! ••, •1`'REMANMG BACIffILL PLACED AND ' Z �+ � CONFIGURED FITTINGS) LANE I MATERIAL SURFACE 1Y--y �.•i5 A Ar ,F•W I). SPE COMPACTED PER NOTE SR _ ) I SAWCUT FIMSHED (Tm) I SURFACE Jomm \\► • • • ,• • • \ �! ALTERNATE �I P GRADE G COLLARTO _ _ _ �.ii•••�• • •,•I> BELOW)6'MAX.SEE FT) SLOPE UP TO ADDITIONAL RISER AND BEND •.•I I•:• •••1 I 1 I Q S!• • -• S • I TB'MAX LIT. w 1"VI . 04 1/6'PER FOOT MIN. WHERE GREATER SEWER DEPTH PAVED SEE N _ \\IA • •A• 'TA•A•'•A\- - _ E'1 T� R 11 1''M 1 SURFACE .4A _ _ -:::::::::::::::::::::.:::::::::::::.:X'. ........... I \\ \. R\ � N. W • 'I , ti�l, • n n I �OfO�O�, \ 1 �f GRANULAR BACKFIL PLACED AND E" M ROTATE BEND 1 `I 4 /- 4 e- // I2• DITCH 12• \L? N \ i COMPACTED TO 9BS MAX DENSITY Pc) `.\ I \ • REFER TD PAVEMENT REPLACEMENT BASE \ �,`� 'l AS REQUIRED . �'I - 12% it PER AASHTO T-150 7 MAX PT4 ` /�, JOINT DETAR RE 7.1 �� �� /� AGG EGAIE SITE 6'MAX UHT. rnw1�,YN.6'PVC SDR 35 `'AI ._ ) - \ ` ` OW v L ›.4 LAY ON 4X �I✓,3 1UNOrsTURBED SOL ''=An \-4j iy`.•\. ,, SEE TYPICAL BACIOTI.L DETAR ;M. ', - U] �'Hi t A��t/I SLOPE UP TO TE PER FOOT MIN. PLNVETRTFD i}HREADED 41 ; B'X 24'S0.CONC. DIX VAPoES r, RE 21 OJE COIPACTON :T;ii+,`'i BEDDNC MATERIAL COMPACTED W w1 REW9tEMEHTSi .\'Y W/1-µ UGH%DE ....'::2 '.... '}'::'Z::':::X: T°M D MAY'DENSITY PER Ey r-I I--. OUT ON EACH BRANCH II VARIES \::..:::; :::<`'i'::"''1::•::'::::•:: 4 Q O O W DOUBLE SERVICE SCHEDULE 40 t'-a'-{ I<i•-c /*' ``:```N` : %``Ri f' - - - .W.4 ••-1 A SANITARY CONNECTION AT PVC CLEANOUT • SEWER MAIN 6'MN.SERVICE LINE 6' LINE 6'-49 WYE 6'-4S ELL m s 0) i it 114E 1. REPLACEMENT BASE TO BE AT MN. 4. ALL DISTURBED PAVEMENT MARKINGS NOTES: z m ON EACH BRANCH . 12'THOG SHAH BE RESTORED N ACCORDANCE 1. UNSUITABLE N-SITU MATERIALS SUCK AS MULE.BURRS AND . N MAX MM CITY STANDARDS LARGE ROCKS SWILL BE RFMOYID;BEDDING MATERIAL AND m RIM OR EASEMENT LANE TO2n BASE NATEIOAL SHALL BE PACED BACKPLL CONSISTING CF WASHED AND GRADED 11MEROCK J/6' GRAVITY N TWO UFTS ANC EACH LFT S SURFACE MATERIAL SHALL BE F.D.0.T. -7/6'SFDNG '"� SANITARY SINGLE SERVICE PROPERTY LME StIItH OFINCOM4TY�PER TOAASZiD T�i6D(MAX TTPE 5-I OR S-II ASPHALTIC GONG 2 THE PIPE AND/OR STRUCTURE SHALL DE FULLY SUPPORTED FOR ITS F/J m o.N-. SEWER MAN ; 6'YIN.SEANCE L.RNE E.PROPERTY i■' I� LIT TMCIOTSS-67. (MIN.719C1KNE55 1 1/27. ENTIRE LENGTH MIN APPROPRIATE COMPACTION UNCEft 7NE PPE O •C� NAVNC ES 2b. 12'EXCAVATABLE ROWABLE FIL B. ANY PANT.CUTS SHALL BE COLD C J U�� �� 1C CLEANOUT / MN.103 P.SL MAY BE USED IN LIEU PATCHED AT END OF EACH WOXING 3. THE PIPE AND/OR STRUCTURE%TALL BE PLACED N A DRY TRENCH. 5 Z o MAX RAT OR EASEMENT LANE L/ OF 12'BASE. DAY TO FACRJTATE UNHINDERED 0)- a O'L' - TRAMC ROW. 4. BAC FILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS E NOTE: 6'X 6'HARCOB COUPLING PLUG TO REMON N PLACE UNTIL 3. ASPHALT OMTS S HAALL MECHANICALLY PAVEMENT LARGE ROCK,MUQK.MD DEBRIS. 5) U Q<a I` tC REDO.FOR CCNNECTCN TO CLAY SAWED. 5. COMPACT BAC TIU.TD 9BS DE7IOTY UNDER PAVEMENT AND 2 p r 1. SERVICE UTF94I S SHALL TERMINATE INSIDE PROPERTY LINE A DEPTH RUMBEIL MARES - TO 95x DENSITY ELSEMTERE(AAS HTO T-160) 2 U OF 3 FEET AND MARRED YAM A YX 4'TREATED STAKE. SERVICES ONLY.(DONUTS NOT ALLOWED) CONNECTION a Cs7 j E' 2. CLEMNOUT INSOUATION SHALL BE PROPERTY OWNERS RESPONSIBIUTY 6. RAOIPTCCNPA.FION AND D S.CO TESTSR SHALL BE OLLOWNTE DIN D WRING >Al Z .u AND SHALL BE NSTAU:D BY LICENSED PLUMBER. NOTE: BAPROCEDURE.FOR WRATEVER REASONS.SHALL BEMREOUEDD TO C N z O�. 1. INVERTED BRASS CAP SHALL BE USED N GRASS AREAS N LIEU ON CASING AND W Q i O E RE-EXCAVATE TIE AREA N WESTO.DOWN TO ME BEDDNG .. 3. SEE DETAIL PW 21 FCR SEPARATION REORREMENTS DUNE COl1AR• MATERIAL.TFHEN BAC FII.FOLLOWING THE ABOVE PROCEDURES. "mix-14 W '' 2 MINIMUM DEPTH GC SERVICE LATERAL SHALL BE 3 FEET. 7 U 1:O ..4SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 PAVEMENT REPAIR DETAIL GU 1.1 TYPICAL BACKFILL DETAIL GU 2.1 .73 w-612 1.' nH 4• ... W m .4 W �.. r' z € C9 `a I z . w DRAWN: M.T.J. a CHECKED: J.A.P. - DATE: 1/21/15 ,Y JOB NO. os 14077-DTL 7 T1 AB NC ISS PROVIDED FOORRONNFORMAno ASSOCIATES. PURPOSES ONLY. SHEET NO. u CHESS SIGHED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES,INC. 4 OF 5 T t , > I' . STEEL OR INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE CORA STRENGTH FILTER FABRIC W'000 POST NEEDED*THOUS MARE ILSiI SUPPORT FENCE POST FOR ADDITWAL STRENGTH D - (WOOD OR STEEL) 1. THE RTERT CF EROSON CONTROL IIE.ASRES NOICATED CRAPIYGLLY ON FILTER FABRIC MATERIAL CAN �;Z?v'r;.,� Mud T To MONDE A ORHTA TO CwuN SILT um c 50*ON TN¢ BE ATTACHED TO A 6-MACH(MAX.) - FABRIC \ ✓/ P E]6T 9TE H5 PFPRE3HTA YN 6 OAO D FOR NEW DYFNCE 6 MESH MARE SCREEN WOW HAS 1E.�... ' - ��1 THE CODRALTOt ME TEST OF G090i1 WNTtOL[DFnImE25 6 NOT BEEN FASTENED TO THE POSTS ��::.. � I1_FLOW ,, WIRE SUPPORT-MOULD 61 D 5/5 C.A.49 I/100 SG FT. TO BE OERRuwm BY 0555.CE 10 THE REVRESE.SST FORM W US ,. �� ! ;:•'.: /11 WELD MARE SUPPORT.EXTEND 6'MIN.AT SIDES BRAWLS MO SPEIHGTOS.BUT BY WET.THE WATER COMMNS SET :n, .. FORM BY THEEOOTA AUTHORITY NAMNO UJRRICTOI OVER WATER C COMM. IF„ w;;"•;I...p.1 II 'C•" F RU'OFF NO OTHER SEpNDITAil01 RESBtlCOON REpYREYDi15 N 11E HEWN. uW ^...'III••� 2. APFRRSF0 0000I AN0 EEDWDIT CORSICA 9U.SIRES OWL BE INSTALLED 'i✓rif::g11:;wiiir.M ..' FLOW am., PRIOR TO ANY OFAWN9 M..,E AYAUS,MO.50 OSIER WD i...•,•'•)Nx•i o'' ' VN` BSTIO *EQ ACTIVITIES 005E THOSE ORRATIONS EEIDEO TO INSTALL +niii 0:..,•'..'� E CIE MIDI yF.am —� 6'MAN`\ S INSPECTION C ALL FAQ9 W M REP R.AN/C REPLACEMENT BE CENT CF B WffAY. �".\y`/�`.„4 "•, ,,,,,,�-���,,,, I\ ;_\\�`�, OR YIDt EACH RANfN1 ExRi REPAIR ND/OR REPEAOYOIi W SLICK /� ;`� w 10 fT.YAX SP W M MARE SUPPORT FENCE DIG 4'MADE IA 4'DEEP ` I \\'\rye SECURE FILTER FABRIC S BEN fin.AS NEEDED. 4 G�i �.���� 6 FL MAX.SPACING WMWT MARE SUPPORT FENCE TRENCH.BURY BOTTOM \��'/ TO FRAME AND CRATE KEEP MAST WWI TOERA&E WITS BY SP...WE OTHER ACCEPTABLE �'i/ C.AND ANCHORW/COYPACTED BACKFlLL AFTER BACKEILL MATERIAL INLET INSTALLATION AT OI OF IS ADDITIONAL EROSON MO=A¢NT CONTROL MEASURES MAY BE RECTARD BQIEE: AI f DEEMED HECESSoRY BT ONSTE WSPFt5OM \/ 1.THE HEIGHT CF A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 CM). C I T_EFNF:F�ECTION al `/ O. FAILURE TO PROMO NSGu AND MAMAN MOS.CONTROL PRAM= NOT TO SCALE („ SHALL RESULT W CONSTRUCTION B[NO NAL1E0. 2.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS RCL CUT TO THE LENGTH O 7. P ACE INLETS WOO AIL BE PROTECTED BY FILTER AND OO ROO(AS PER CF THE BARRIER TO AVOID THE USE OF JOINTS RAR NLCT PROTECKT BOWL S POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3 M)APART AT THE BARRIER UDCADON S ANT ACCESS Ra1Rs TO STE SIAL BE BARD WIN CRAS1EO S1OIE.MOTE AND DRIVEN SECURELY INTO THE GROUND A W WYUM OF 12 WOES(30 OE).WHEN EXTRA MCNE L STRENGTH FABRIC IS USED WTHOUT THE MARE SUPPORT FENCE POST SPACING SHALL NOT M g---I1i— S. =SON CONTROL NEAANEB ARE TO BE UNSTATED 1NTL PERMANENT EXCLTD 6 FEET(ID MI. PLACE THE END POST O ORGNO WEER IS ESTABLISHED. 4.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES(10 CM)WIDE AND 4 INCHES OF THE SECOND FENCE NOTES: NOT TO SCALE 10 MD..FEASIBLE.NARNAL VEGETATION SHALL BE RETAINED AND MOTE= (TO 01)DEEP ALONG THE LINE CF POSTS AND UPS CPE FROM THE BARRIER. INSIDE THE END POST EL OIL IS TO BE COWU M EN ANCE VIE ROES NO REO WE AAIXNS SET 5.WHEN STANDARD STRENGTH FILTER FABRIC IS USED.A WIRE MESH SUPPORT FENCE SHALL OF THE FIRST FENCE OIW IN Z Q I.CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. FORM BY INS STATE OF FLORIDA.OCPAIRTMDIT OF E ORTRAI ITAL PROTECTION BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USNG HEAVY DUTY WIRE ROTATE B0 POSTS AT AND THE OTT OF DE RAY BEACH. STAPLES AT LEAST 1 MACH(25 YY)LING 11E was.OR HOG RINGS. THE MARE SHALL LEAST 1B0 DECREES W A 2.CONTRACTOR TO REMOVE FABRIC.UST PRIOR TO PAYING 12=O E FROM OEYATDLNO OPERAmW STALL BE RETAINED O1SIE W A EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES(5 CBI)AND SHALL NOT EXTEND YORE CLOCKWISE oWECDON TO A cmuFNT TRAP MALL BE EXCAVATED BEHIND THE CURB THE WHET. THE BAST COMTAi:uO1T AREA THAN 36 INCHES(90 CM)ABOVE THE ORIGINAL GROUND SURFACE Li WITH 11tE C MA TIGHT TERIAL g4' in SHALL BE AT LEAST 12 TO 14 INCHES W DEPTH E CURB ATTTLY 36 INCHES W MOTH, 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR*RED TO THE FENCE. DIRECTION OF RUNOFF WATERS w ye AND APPROXIMATELY 7 TO 10 FEET W LENGTH PARALLEL TO THE ORB. AND 6 INCHES(20 O A)OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE 1 1 ( _ FABRIC SHALL NOT EXTEND MORE THAN 36 OWES(90 0)ABOVE THE ONICWAL DRIVE BOTH POSTS ABOUT *y ar GROUND SURFACE. ER OWES WIO THE STORY WATER MALL REACH THE SEDIMENT TRAP NA CURB CUTS ADJACENT TO EACH GROUND AND BURY FLAP <O SDE OF THE INLET STRUCTURE THESE OPENINGS SHALL BE AT LEAST 12 OWES W 7.THE TRENCH SHALL RE BACXFLLIID AND THE SOIL COMPACTED OVER THE FLIER FABRIC. >zu x�'R LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA B.ALL PRO.ECTS REWIRE SUBMITTAL OF POLLUTION PREVENTION PLAN(PPP). za BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE FFTvuFNT TRAP IS 9.ALL PROJECTS I AC.OR MORE MUST SUBMIT NOTICE OF INTENT(NO)TO MEP. ATTACHING TWO SII T FFNCF�• j REMOVED. NOT TO SCALE EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.10 SILT FENCE INSTALLATION DETAIL D 9.lb INLET FILTER DETAIL D 8.1 Sheet 1 of 2 Sheet 2 of 2 l w -� 1 Cs \ J i 1 � z11 AA i ❑ oF d z wO1:.4.1:.;.1.41...::::filiti..:i:i..77-,70,10:':" c I O ❑ , AGGREGATE P T� M W I - Q�a�� _ _ CITY/PUBUC ROAD L— WF III o ( z W i` o m I "".I rn CWl2 �y I - 1 TEMPORARY SILT a p o W w_ I I FENCING (TYPICAL)n_, _� ❑ I a '- "a A p I ❑ S 8 I NOTE: CO & Z A CONSTRUCTION ENTRANCE SHALL BE ?' L1J } I OO I CONSTRUCTED (FFOOT AGGREWTEANO. ATLEASN AN T -4 . 11 1 6-RICHES TWCC IT MUST EXTEND TITHE E"1 a m al I ❑ EGRESS WIDTH SAREA THE VEHICULAR INGRESS AND A sr R 8MN -- s, m flu zm9- —I 000000aoj s �_ 1, NI i i i,rd I, El.I STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C o u s t gm • l pa W xo _ I >Tnq�'<d — WQ p�Or WI I I lx`> U 8 Al tri • o V^ .I En Sa n ' 1 TEMPORARY SILT w d.0 P. _ 1�I FENCING (TYPICAL) 1 I I _ CI1 I CALL 48 HOURS BEFORE YOU DIG. G •� w a000000a fw I 1-1T'S THE LAW 800-432-4770DRAWN: ,.. i QO SUNSHINE STATE ONE CALL OF FLORIDA INC. CHECKED: I 0 0I ❑ J.A.P. 13 r 0� ❑ L] ❑ SCALE: 1" = 10' DATE: - '-��- - �� - - �����IB.r.rB �". ' TILL - -- 8�'B -a 10 20 1/21/15 .. �i,,, 5 15 JOB NO. I v14077-PPP 7 I• 200' .- _ _ _ Knout what's below. °THIS WAMTIH�G TO BY0111DFD FOR NF II PURPOSES OILY. SHEET NO. Call before you dig. ENNIOEFSTR 7NED SDLA,sEALWG DIV OOAESOI ASS QAPTESR.INC.I"''V 5 OF 5 j ., l T) c • 0 • 55 m . Z — E Atlantic Ave s Slte ' St7 tSt • It�ur Dr 11 ,„,...:-..," I Z - I '1`. N�SIV S! AiA' /,�,SA'H' SAN ^•• SAN SAN SA''' SAN ! Srtf SI y S'_3�St Cay SI y eO,,p!y, II --ei>Wr<SAN SAN SAN SAN—SAN SAN—SAN—_▪AN—SAN 4 • SET NAIL•wAswx T� NM. _ °"D" "'�" _ LOCATION MAP ¢rvAna+7.9J _ _ - S.E. 1ST STREET _ _ - ' �' ctn CORNER) o r fie° '—FM M —FM FM Tkf FM 1 at`AA`.TDP N.T.S. L i FA —FM FM FM FM —FM —FM —Fl.! FM ��Fppa pa! 2 I o ElEVAI?f+A.31 d z Q —VTR `{ WTR- WY WW2 WTR WTR WIN—WTR WTR—WTR-i—WTR WTR—YFTR WTil—IS—WM Y.TR ct� W'i 12 ig a AM STM—OM s 1- S^A- S?I S,.L . - _^IlyaSTtr YIr IIx w "� �..ppSTMM10NGN \ ElT,Fs.. ¢ RO!E+7, `. y FIBER OPTIC uLaE '� 4. I t.H:4 n•n Sn.7 L::Y/- SN4' {oH-, 04W CM"'- uVl uv _-114—oHW �./ <3 xaz N PAVED86 MM All t.m I + �� --m 1� ~ % . •1 LEGEND: 1 .t- I �7 r,�1 L• -`Itr�I Fr'',�I lli',�d'%',%� .u '' V PROPERLY UNE ,,r T �+1� rsr , ` A_ y %�tilri8 V SPA PROPOSED STORM UNE —STM— EXISTING STORM UNE O W _ i I ii IL,J \ _ \l, S'W— PROPOSED SANITARY SEWER UNE —SAN— EXISTING SANITARY SEWER UNE Qt I o — ; E�jyyy',�yyy,,,'rrr{{{{ q A-, m •',k-.Y-\� "` —EW1RUG— PROPOSED EDERND yEXIST 0 UNES HEAD PROPOSED UNE —OW— EXISTING OVERHEAD UNES �. (�Ijf. PROPOSED —GAS— EXISTING CAS UNES 1 W!4� w-4 CD c T, _ o •p. 4I v Pr 1 . 1••r ri flfl ,, i , � � � JI! V E. , ,.., _ f . . ¢I , NE-I III `1,4,19 ,n A', —. 5:--' .rl W t° UTILITY PROVIDER mo!aF: E W o ���h C77� / - ors w wR— IK-wrt 8 + � U r11LTy J SUE w� �� -s•4 S,.p '? N./24 13 x .1 + v + TR .,Ccs&,�t m LYIIJi— SIGNATURE nT E ar' I iI. 21 J 2< _ o ll I = i h PRINT NAME DATE Q O w 11 r. NI - n N ! I f. I O COMCAST: D7 /� _ 'Nall � 1 SIGNATURE Tau E. A m iU i o I �T+- it—• I a ll t, PRINT NAME DATE E. ,•m i i ram\tl N\ 7,.< IX '4 a 4 � �- 'R \ ^\ YIN ,5,-rn—rn— —m—rn—rn—rn—rn .1* �1OnN IA �a1._ ,x Y -., 1 "4'!{ 5-f$t•-• 'V-y4':/J-�..1 AT&T: - • u�i _ !:. iX - - - - SIGNATURE nnE z °rD C,, V v - ... �/1\>><JA K 1 2 6 I BLOCK : X{ li. .• �� C Uz�� - ., v 't/ if! /�t4'« . PPoNT NAME DATE cm a o+`x r+ 3 _ u / {1r�_ E: 4GNA1URE TTLE O O3 W 4 q I � K< PRINT NAME GATE W Q O t�T ' /tin `k. I,. 1 W'' ire weir—wrP wTrc— I WTR—WTR' �I ._.—J2!.u4 - - � �.14'•'m,� Z1'-7'' 11HZ;V- .' "---'' g "L 4.'° "? 1 :t A.Lr �. ♦, u �:{ X� .�... /7/✓F% "^5 <or r f ,:!. _ J-I SJ� +B_B W a �✓ W m D i+..r ��'�1 '.a O �ki�'v5-I�pv� 3....8C0 � t/z'IINxt ,7,r p 2 u P A V _ '0 \V (n0 NUMBER) C7 z 4' 4 o CALL 48 HOURS BEFORE YOU DIG. W �LI 20.0' I _ COSTING+77 RESIDENCE *SA DRAWN: '� L _J830 FLOOR+LABLED IT'S THE LAW M.T.J.AREA AS NOT INCLUDED IN PLAT BOOK 11. PAGE 4 1-800-432-4770 ,, CHECKED: SUNSHINE STATE ONE CALL OF FLORIDA.INC. J.A.P. - 81 • SCALE: 1" = 10' DATE: ,+ -s tD zD 1/21/15 + �1111 - s is JOB NO. 14077-COMP i O CCPIMENT 2015 SY OPARCOESTON ASSOCIATES.MGrn Know what's below. TIf9 DRANK IS PROVIDED FOR A REGISTERED PURPOSES ONLY. SHf ET NO. Call before you dig. aa"LESS wEERsOSO MD REPRESENTING OPDER'ARR'°DAESIGN ASSOCIATES. 0N" .• 1oF1 • U 6 1 -Fo�M'7 IVAi L. f-oven NJ R- �, t. u�t v.r�i v�i2En}- C. u�1rJ u t✓i�f;iZr7'f \ • pi. ? � EXISTING TREE LIST LEGEND s� ss� _ SYM TREE TYPE DESGRIP710N STATUS �( EXISTING TREES TO BE REMOVED ct _ �' - _ A Coconut Palm 35'oa.ht. remove "` 9z� i B Saba Palm 15'oa.hi. remove i-s. C Saba Palm 20'oa.ht. remove ( + ) EXISTING TREES TO REMAIN I - D Saba Palm 20'oa.ht. remove C' E Saba Palm 25'ma.ht. remove -� CZ I F Saba Palm 20'oa.hL remove ( • ) EXISTING PALMS TO R'MAM • G Saba Palm 30'oa.ht. remove N14 Saba Palm 25'oa.hL remove I Saba Palm 35'oa,ht. remove EXISTING TREES TO BE RELOCATED �• 'I��l - I _- J Saba Palm 30'ma.hi. remove •• • L ' .r .• %•• •',. 115.50';' }[. 0'; •F • .. - K Saba Palm 30'oa.ht. remove i N. L Avocado 40'h remove NEW LOCATION OF RELOCATED TREES t I': `•• `_ '• - - M Strangler Fig 40'h` x 50'apr,8'cal. remove � v t/y�() •. v r � N Mango Tree 40'hL x 30'apr,24"cal remove •- t�,((lllVl V J �� 0 Mango Tree 45'ht.x 40'apr,30"caL remove A• y t : P Saba Palm 35'ma.ht. remove O PROPOSED PALMS �� 1 0 Sabel Palm 20'oa,ht. remove Y i ? 0.� ' i R Saba!Palm - 20'oa.hi. remove _` "a I I - r• a V 1 r 1 5 Saba]Palm 16'ma.hi.booted remove O PROPOSED Ti -ES I 11 y r T T 5eagrape 30'ht.x 20'apr,muitl-tre-s remove A a 2- 55,5 ( U Saba Palm 6'oa.hL remove r _T.a f - V Sabal Palm 30'oa.ht. remove 25,j _..- YT1 1 'JELd • r'.7' cpistic ( y�,I ' A e2VWl�'7 C� # i I N m F.F��.- 1. �0 / �44.4 0� L LOT' 97,09 X6 d 'BLOCK c. 25,i' • - 1 4= �4.7 r �� ch a`L441 o I Ullaa *-: 6 G . a 1'..4 0 O •d Ie•.i X ? project. • Q • X; 101 .v LOT � a '�• `\_ GaJG� se 7 ave delray beach Florida 4.1 ► BLOCK 126 BLO . 126 o (P9e .r u►� 1$ f0 3 cleave va bodka r ercNtoctralgalYp tc.9•1 p, j:; �c �g_ ':, 0 601 congress 34• dlryhoeh floral.,suite345 24.E�) 561-276-6311 . L - 1..a0000 115.50' sheet title. • . 4f /2If "L iz L existing - CA L.i --- 650¢= tree plan C-r'rlL1L) • NOT INCLUDED project number. 3414 date• 10-24-14 scale. r-10• . drawn by, at revisions. A, 1-20-19 A A A 0 A NORTH sheet• mL—I 1 of 3 sheets • • f NOTES I PLANT LIST -ALL N MA tteea�OAL WALL GCE:MORN a M/K OR r,tS 9111 PTia all-d1,t etl.'N NATI. 4PerestrAVfN4 GCE -A LOA MALLS RANTS TO A(MALL aMETEM METE PEON TEN M ALL PLATrreeS®e All Adomds., rtlR H'oe.Ir.leen2- 4 -ALL PAP LTART RANT e5ECEe Null S.*MIT A TRAMCAR.DNGATIM PM p,SLLN, CTrl.trlBS Patin -ILL LO ADT OM46'M MULL St METIER.AL P TOP AN TRIALITIRi enmt AIMCP4ATYJLLY OPEPATED, TO na2Tce DATT M LLCONTORT To ALL PTNMrT Ii•PA a AT.MONo O� eOo ca RTO DE OTOR PKNmFD RRITN M tN•AYED PDRfKN O M FY1G-CR-m/.Y I LJSSM.II Crean Euttet®Ood 3.catx'I'.pr. 4 AD.M ME I TIE MOTOR..MAYA 1►G •ANT ME OR AWAIRA IED MDAERETTE nee S.E. 1ST STREET _ _ y Fw.anP.t, full.ANY tf�C OR LRAYe TA.1 W..DATER PETAL.. LD0.DRAMA.eAB•J'BMB MALL...Re To - _ _ (� - CM fayote nett. tP K x 6'ape. 4 M City rPDfLRAY La<ACII aTAIaAIm DETAeb tD U,lD 12 jI - - _ 0 ( - JN JetrepfA IAmtAte a'K x a'rape. I Jerrold.0Lesetsed mend.. 1R. Magne ma geedttlera VIE.f m'K x 6'.pr. I Lmtle Gm Megema 3"eel ‘ .. . _ PE Iegele ea.hta es noted on plan TS A Peln e'Mk O Oet. ����. c NI Vetches temecjeveryana hbngaeery PRIM Q6nh r1-.tngb trek lan, 2 "m•Q Wetwde samgeseryene ee.Ms.as Feted en plan 1 /� \\� • , : • Double Martgemery Potn Q'ndt el..able tort / MT.56R1EWAUr To REMAN 115. • • Yt'fl vencxa.omgeeryene e.Ms.es role.en plan• 1 •■.■. • Teta.tbMGon y Pale Q'nln r1 frtple Wk I I wA riff„ • 1:„; ALv Atpfnte Tart ee 42•K x 24•son 6 24d 2 �p I■o■�■IOIou■::.;':.::::.� 0 vntegeled Mger -�,�l� l� I■■-1�■■■■-Fro.. to ♦T{i'�:�.'% h T min y! •I 1 ©® I■■ imemou!�me.::.: 'w ASP apse dance aye. LIE K x II•me. 6e t`` 3,s�'w�: 4.° m<w•xi ff .' 1■■'is�■■ t■■:.,:: .eel -�'S h rb.en a:p.r.g. m•e� BARRIER r- �� :a�••.�•I-_:..` V m ., �,. i )■■ �■■■■ F' ► (ME N016 ELM) Ii) ® I \�� �_-?/ ' raa� >':. !•. ix' 11• ►�liia I�i■■■ I■■ ♦ ► EEG e«�a+e eeerete•Abe' m•K.m•.pr. 13 i.00vf.gP-,:-/�'i Ii-SITA M 01-o ligfq/7//}/�/.- ►i aV III Imo■■■■ 1■■ � • Oeci aged fWogederate Beyond m•o� • I .i►Ai,61se�' - ����iii��'nJ�'L�iil1 16/: ,4,'.... A . ■ INE■■■■ !■■ . ,,..‘N ` ►• CIO flrN lifsa 4'Kx74' 62 - /ei_6'.1: - � %-'„br a Ii•ti■ !!r*ins 1■■ �c ► gn w 40'x40'SIGHT 3�.<' �>.yr\ ti m �_©. .�,,,//�/ _ \ ►\ i 2l►1i9i1■■ I■■ � moon Lear Ck»1a 74•en ♦ �� r I �► 1at.: '__::.. ..�► ICE .f■■ Ira.■■■ 1v ► HSBIUTYr//' �� �p Eli ����ii��i.�ura Imo■■■■ L.�L� ►� ~ageism .p.CIA Ledteeun Tart fun m•K x b• 10 • a.MI NOUNS TRIANGLE O ef�'`l�/�m►4T. `'. w miA ii%///o vAY n,7iJ�■■■■-..!Ax► I • Greece 24•ea (um;srnvxES OJ 1 / � `i`.I • ► © �'je'��rwl.!�■■■�■■■■■■■ a �4 Wes.y ETC.) ► ci6�c•'•.'` � _a;IgL:� '//'•(!"s'Ft-`v■W■■uv_.�,�.�,+,� �, a1A Dunarmteaeern. Q•KxQ• n6 �I '3,sh/?/./ei ii � 3'. q',.• ;:r r -m ■tii i•vR. ►t swabeny Flax Ltly m•e. spry NOTES: L•lry/`" is-�t.'a..i=�:..zas•cvr•�� -%yv �� ►� N s ue; 0 �0 AIL L > 4;�=�/ � / m PIG Moue nlrmarpe ID•K z 10•mpr. 6e ►' %/'=I �© �© 9WN p Geer ImbM m•opt 1.ALL ROOT BARRIERS SNAIL.E T.UMW TROY ALL MY FAOUeS �1\'.:o<__ ..' 11t�'�'© :� �� t 2 Ild►STALL/JOS cf Roo.BARRIERS MALL BE wuRUNATED MIT COY AND ��1 1Ull= 0 - ( \ ASW�� ( r^� -- !ED Hettrome wtete DearY m•K x m• n • NN9UP�m��Q II)INCO-0 0.ALL ROOT BARRIERS SHALL MEDD w 1 `VEWZG/j•i I 'I` �� �� L`.J Neboode Amer..Doerr m•opt �. ME 1 r%'yt= ® 0 (��.�� ��►' RE Ilex vonnorte Nana' Q'K z II• i)2 S.ROOT BARRIERS MALL BE Warta x•DEEP.APPROVED PRODUCTS NauDE O 1 •o_,,,, 1= rem beater Iiiir---mill•:�® a©Wail.f7E _ 0 m`' TEES ROor AIA-ROOT SOUTIING'.MOO RE BARRIERS ENALL BE Se PANELS I .ot�r'Ayj/j,L=: rlyplu1' r■■1 l,...1 Qn . ► ► Dear.'femme Z.opt eAANFAcnNEo BY soeARRIER. / $T./'v,'. ■■■1 Ir•••I AO© Ill��t` ►4 A ALL ROOT WRITS MALL R INSTALLED N ACCORDANCE NM YAIMAC1lRRRS Z sod.!d a i'l= 74 I t■■1 11�6•31r O CAD©�W_I ; •��-- ; LIR LEM).*necarl Evergeat Clem. m•K x Q•sm. 16 NarreN NSTRIxmws OJ -q ®� :i nn,e��'�©0�•IEr �rl�a♦�`1 MAK LITTope m•o� /�1 1 'W '•!' A n i:�P•ii ►i ru4 nA4.t s t ttlad. m•K x m• 24 > �t1IIi1♦i I FII n• AOp 1 ► 0 cap sp.. d: - i�\III 11 �' �_ 4 Teddy Gra.. 24.co TYPICAL TREE WITH ROOT BARRIER LD 1.1 < t:O I 4..2,•rirlit��, Ary 3�E�����+'.r'� / �-.' _ PET Mersa SWILL. 6'names s J °~J .. \5�%sue-ice: _ _ 4.�1�..m•-j.�l�.� VaW �•���=- .. �e. re Ptepb Meath RAWER to RAS 41 D ,'`O�, 1'- - '.?' _ C -+�'!;a:'a_TaT.'9c::ni:•L+ P�+A`1 PLO Plsene a renexe 4'H. 2 -wrR-w r-wrn WTI v 4 Y,.�� o r ,„ Y s l -4 �4�,h�,., �oaoo I.:i�r.0%ruin(cc.• -'4 tJ ,Drar�ena 3 Pop No 11.- ■icirl'Yf._.■l il• .11.- - wQ©Ili.�/rR-...-'}T9 MM.,' • O •• 1- MN hill�___•�iiwie- •1� m an P apnea 6 .p. 4 ■E Imi 1■01� �1►Egg A ' 0 I■■■1 © Ira Bo 9°t etandard n ■■ �uol Io.■� AD I mom in.1T • v A mom 0 rr.1 I� Pr>o PedeearyxR naaoaryne 4'K z 24'Noes zm \-r tip Pe.e� 74•De_ i �■ u AMW I■OI Ark a,: inn., we t• Ej II �IIIli1�11lsI�1��11�� �. PROPOSED �,Thil , �:...: A I...1 i:.:a_�l PC01 Podorerpw PeerophJmus 6'K x 74•.p. 46 c5NORTI1 ■■ �I n-11 rya © 3-STORY p I■co rY.I & Px+aarp.Madge 2A•ex: ■■ IN■■■■Fc,110'x10 SIGHT Ems `©p 6rnuf RE llo■►e myact,_1,a ill ■■ Imr1■r ■■■ i i B ©atFI .11 ACM. I■■smo TRA Tredabspersem Jaanbfeles 6'et Berm • m D ■■ leg■31.40.1 +.5+fi l�■■■ 1 C RGARAGE�p r O��'l..i;ieva�urlmn..■!gr Confederates Jape. espalier to can A ogre , ■■ Bn110111■r Ida" "^Trf ■■■ Arkla m aw •Ifs\C11:.w.�\.7P4\•!,;:if? (n N �-• --+osierienimmama m r•N/ I I 1 b.. ua V bA•IQRy•/ root banter TRD Tradnlemenem amtattem 4•K z 10•sofa IN //yy - _ $f`�-. Y�rJ' _ l� b• �l 0yeleaU Ober JasnM m•ea 0/ ." w w w4.,' S! _ _ - __ Q In 3 / ■■ i�esP.■19c4ur ZI.117•ZI 0` 1•..VR.'.�.�riw-S..•aT�[:� Ira Tr mmed&florlderve m•Kx m•spr. 29 ■■ OII6A11■:i/l6 .a■.: 0© '•f% Re�• Blend Genes Gram 24•on C I/S'.1�71:�•''■�ItY'i•i• POOL DECK AREAprotect' EXIST SAN ■■ =emend t■■■ - . 0� �� © �. /■00 A,JE?%a;"i ■■ ta1■■L-.�._ J■■■ lar h I■■■1 I■t.L d\! - DRAIN BY OTHERS SEWER MAIN�1 0 ©-••� 80D - Stsneptin. erelmstb� full rreml+sed ew ro. 101 \ o 1 7■Oh�■I1 Ate"af3! 1■01 4I►•* x LTrr rtereee a ■■ mom fi r'ra tW© MEM WA or-...7.,� am a men a x•K vertically2 h K• .■ �ro■rni�ii,aJ::N::L,Er 0 p�0 iiiii A���rQn�e <', w+9se 7 Ave ■C �■■■ei�p0 �A0 iiiiA dui::' _. EXIST POLE TO BE ■■ 1■■■Ir r ' ► a defray beech • RELOCATED- • _�� �1 0 © ` '� •'gam. CODE GOMPL 1,4NCE DATAt Po.7, COORDINATE WITH ■■ I■■N' / W Q 111■■1 \ �0 lira ti/�� ryAa.S.Se.n.=a r 1 ail :• 1 !! O 0 1■■■t i■)1�A �/ ETC) FPL I ■■ It ml1 i� u . .i,f�ists. W Apo ,Its. ©�m►k-...mI,a u -__--_nor a ---'-- i=.t■■■■■■o■u...v,. �• I i'� '< .��r fra',1,)' "'i`' / ©0 a�'r'' q aq:4, A TOTAL LOT AREA Coin EP. 61R "v�i, Jr1VItt,A f�� 4 L - _ • • , ICE ur i\►l:•4�: NOTES: -�win-wTR-wM-WET / ���`� �I I,. inKe6TiPti■■■ti■I:vag.!T ...m■■■■1.1�,y NALxmATS,OR E%ETC. 3,...!--„,...�P • /•va �''�♦`` t �Q c� ' „4,?0, r■L•_*-,::� M.\-: a TOTAL PERVIOUS LOT AMA e•rA-EU ells er. 1.TN INSTANCE VALE BE le MOM IRON ALL OTT FAaRmES • I . �JM sv F No ROOT BARRIER Is USED. / \ Z e a,►Tr■ n:1■11Iian�:,r•:�■�.Pwe Nye' I <• fd• a ��'. > l wZa.�`,�.o�.lu�...l..�i i.i • D AREA OF same AM eRa+m D.CC x ae) uee er. .• �.. 8. .4 �e '�♦ . ' Alt.Al r Alt. -{� � '. s'me Fit\C•:ri 4,--��,lr%ei0 i<t'< i:' COVERS R OLPRED i•+w•+��+�c•6•ei i i e;+ POOi e ., ;A jam. .±, a� ��... Tara m"-Ilea<► ,.amsmeu v ea.4e.•A_6.�_-„` Eil.®It.:.d �/,-r,',/w _:.s-'�4►< E AREA DP NdeID6 AYJ CAC.. 2ABt 6r. +.\' r a•t. '+r:'i:1. �. covEOPa2vuEc (lave bodker CONTRACTOR TO CONFIRM fOOt banter i w �P i • Y•�.,,". - F RAMIE VEGETATION tataRZEv r•rD x 2B) s66 er. • nypeuU �' • µ• N' "r,�� ��r'� R•. •t/2•mod archltectwe/plennev Inc. 6•THICK SID YrALK FOR Feet banter - 'ETA' INC ♦ ROD(No ) G NATIVE K3ETATION PROvmED 4e•SP. TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 DRIVEWAY J o 0.90.D ld WALL AS NEEDED w' -BY OTHERS N TOTAL PAYED YEteOAAR LEE AREA IA66 6r, 601 a congress ave.Soho 105-a •god I TOTAL N7Eafae LAPro3CAPE ARE, 1.IN x X. Ns MErieFay beach tbrldn 33445 REOM ED 561-27G-6311 DETAILI J TOTAL tNRERae LANDx4=AREA Pin WA *LA0000949 THE CONTRACTOR 1KJST ACUTE TO TFIE FOLLOWING, E X I S T I NCB T iR E E LIST (/•''}' ��\JRECREMD L E�r E N y/ K TOTAL MER LR 6NADE TREES K•CMG SF, 2 TREES sheet title, (n)Existing native Boa REDD all bndsope Islands.Interior landscape strips 30742. I. TOTALNB.Oe6,14DeTREWS 6,R26 planting and pnimeter tandem*stripe.eaennt D vetathr use area.shag PRCMCMD be erpvated dawn to e deem et they(Rol inane below exathg m e� TTEE TYPE DERIPTION STATUS M TOTAL L2 01E4R FEET SIR. f7NG WA Tole.except for 21.DtDuller from Me hsld EXISTING TREES TO BE REMOVED e drub or pavement SC PARKINS CR vEN1CU.AR USE plan doom.,below,.A Mettle doe100 son raxelte d rmymry(60/60). A Coconut Palm 35'on.ht. remove AREA33 n g arty(60/40)(ps A 00s0B)or as Mimes,Imitated by the g Sabel Palm I8'on.M. remove /-� project number, Regelered Lands-we AIChIooio shall emir be badd:lled In placed N TOTAL Nl•sER GF PERa'QTER N•MOO) WA P J the EIMER:oe a emckrmy mixed Mt be rot.son to mate an C Sabel Palm 20'opt.M. remove ( t ) EXISTING TREES TO f h1AM TREED REQUIRED N•MIRE)P ADJACENT TO 3414 op7mum environment Tot suaes01i root development IT note s0O)a D Sabel Palm 20'opt.ht. remove to be robed.Rzhai mrztasmeenw to remove rocks and delete tar -/ rlr)r't�N� LE[ date, 10-z4 no' than one hzs(er)axe m Camels prior to moo AI der F Sabel Palm 20'opt.M. remove the aMbn shall be order} pad etas Amer /-� 0 TOTAL MISER a PERIMETER WA equned to have an open landscape bed F Sabel Palm 20'opt.M. remove r ) TREES PROVIDED scale, 1•-1 t Inspecton odor to baeutnfg to Mare me mini I'-OI Itch depth has G Sabai Palm 30'on.ht. remove 1 •• EXISTING PALMS TO REMAIN drawn by, st p TOTAL)areER a edeTw TREES o Text teen met(Arad.Ord.6.12 221021 H Sabel Palm 25'opt.M. remove N.-/ TO ee RAVED ON BETE --- - I Sabot Pain 35'on.ht. remove 0 TOTALNIr7ER a MACYE TREES 0•UK•W x0W I TREE revISIon6' J Sabel Palm 30'on,M. remove EXISTING TREES TO 8E RELOCATED REamRFD BAT G-ae'1GTT) K Sabel Palm 30'opt.ht. remove /_` A 1 za as L Avocado et remove R TOTAL rErxeR Q NATIVE Three 4 EWES FrAystrrlms-;C50-r>Id stump (+) NEW LOCATION OF I LOCATED TREES ^ -D A rer:cr.n fYZ-erct) M Strangler Fig 40'M.x 50'op.,8'cal. remove / e TRIAL NPEER OF TREES MI ri.AN S0 TREES A ri N Mango Tree 40'ht.x 30'spr,24•fat. remove P+m'r� A O Mango Tree 45'ht.x 40'spr,30"cal. remove O A P Sabel Palm 35'opt.ht. remove • PROPOSED PALMS Cl Sabot Palm 70'on.ht. remove -ALL PLANT MAMMAL WALL l FLOWO 4 a GRAM OR BETTER sheet, R Sabel Palm 20'on.ht. remove -tu64 6NALL BE APPLIED To A MNiMn DEPTN CF TIMER Of NOES N ALL PI-AANNS OEM -ALL PROMIBIRD PLANT erects a14L1.BE ERADICATED PROP THE ORE. • 5 Saba]Palm 16'on.ht,booted remove + PROPOSED TREES -ALL LmmactPE AREAS 334ALL BE 0ROVO®vm4.w nrxr,4TKN e»Tvt AU0CFNTGTLLr OPERATED, T Seagrape 30'ht.x 20'epr,multi-trunk remove -eoO PROVIDE COMPLETE D A(0 25CAta4 L Era PM Teem ORn T PLANT c Aur 0ED POR cP Tls RdRrt-ex-wr TERIALS MO GRAM. L-2 U Sabel Palm b'ca.ht_ remove ADJACENT TO THE r'RO00Rrr LSE. V Sabel Palm 30'opt.ht remove -TWEE eV PALMS ARE E.)vALENT TO 33.E ru 614A•X TREE. -ANT TREED OR 335845E PLACED x0T)4N NAIER BEOER as MANAGE Eaa•5•ETT5 mNei.OMPOR1 To THE CRY OP DELR*T BEA04 STANDARD DETA LG LD U 1 LD L2 2 of 3 sheets Y - t Oeo..+.. Gushy A..rrc. _ .psalVa.sree /r9raaar Mwr.ca AAL.bu Adrrd LW., ..d 64a g. F. leard apis a wat.�wL�..666.4 Ad.sarcar d waaa Vsew as ly spbssnpYetlY A Lacs.4242 be any pmuu m.wuaw nly.last the Ns a D.rTra.cadloco NKln.gwbwdr.a. Bntl A. .•awara.edges la.•wur.g+a•tlwra0 p��- �nw beat Yew.aba...Ana A DY.wil➢'•a•1•drg bY�Labe 4W5ab•fw.u.I asp.Y n•hwtl A P54on aEta w•W aaOF.Yy. Salto basaa are lasag bp...pvp--.or Papal... loner.prbn ba:>je parsae ..Repo .Yh granaromatl• Nw.ee.ed bep w.Jra at. g•eua b.Br rrwaYy al `•1bapt.....et re➢wx cpelbwwTBeey r.ens war re ywArot lee Nl.e..eeM.wba..aw.r. I. .ve.y aba o.ply WA AY Fear. W Top sr.wO.idw War for r t awl by w Lac. r •le..iW W➢.YA b... 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M�.r oad iprcedrrrgr ga.r•1•eap".v.W sheet. aye Pray al,- L-3 3 of 3 sheets Alvarez, Amy ■ worn: Sam's Email <sam@spear-systems.com> Sent: Wednesday, March 18, 2015 3:29 PM To: Alvarez, Amy Subject: Fwd: 101 SE 7th ave Amy, Please have printer copies of this email available for all board members for this evenings meeting Thanks, From Sam's iPad-Blessed Begin forwarded message: From: Claudia Willis <claudia willis@bellsouth.net> Date: March 18,2015 at 2:25:33 PM EDT To: Samuel Spear<sam@spear-systems.com>,Robin Van Mater <robin@athomeinkeywest.com> Subject: Fw: 101 SE 7th ave Reply-To: Claudia Willis<claudia willis@bellsouth.net> Forwarded Message From: Claudia Willis <claudia willis(c�bellsouth.net> To: Price Patton <pricepattonaol.com>; Rhonda Sexton <rhondasextonhouse.com>; John Miller<kropmilr(a�bellsouth.net>; Amy Alvarez<alvarez(a�mydelravbeach.com> Cc: Carolyn Patton <chempstead0853aol.com>; JoAnn Peart<ioannpeart comcast.net>; EUGENIA DEPONTE<geniel l(cr7bellsouth.net> Sent:Wednesday, March 18, 2015 2:22 PM Subject: 101 SE 7th ave Re Variance requests for 101 Se 7th Ave There are many reasons to own in a Historic District and the available variance waivers for our contributing homes is one of them. By incentivizing the use of our existing historic stock for adaptive reuse or expansion, we are able to retain the look and feel of the districts, while allowing for improvements. This benefit does not, and should not, extend to new construction and infill. The rational and incentive should not be confused as something available for new construction now or in the future as it would only encourage the ever increasing threat to the survival of our historic districts. The district is full of small lots and contributing homes which do not by their historic positioning fit today's regulations and require these waivers. New homes can design appropriately to fill the space. i That being said, I can find support for the waiver involving the garage for the contributing home. However,it is only necessary because of the addition of the new construction, but it is an addition for the contributing house and therefore should receive consideration. I ask that you deny the other waiver requests for the new construction. As stated in the staff report, the existing conditions of this site do not impede the applicant from being able to comply with the setback requirements.The waivers are only necessary to assist in accommodating the two new units. Deny the variances and ask the applicant to return with revised plans which fit the site. The Rhythm of Solids to Voids and the rhythm of the buildings on the street will be impacted by the new construction.It is because of these very types of visual impacts and that the set backs were put into the codes. That side of block does not have 3 story buildings and the proposed 2 will sit adjacent to 1 story homes on 3 sides . Enforce the height set backs . The setbacks are designed to mitigate the impact, especially the 3rd floor where the adjacent historic buildings are 1 story. It is important to enforce the rules in place and variances are not something that should be granted for new construction in a historic district. As stated in the staff report, this project is considered a "Major Development."The variances should be utilized appropriately, for"contributing structures', not for additional new development which is the majority of the construction. A denial does not preclude construction, it just requires the owner to design within the terms set forth for infill in the districts. It is the duty of the HPB to serve to Protect the districts and the HPB should not be concerned that simply asking an applicant to follow the rules may reduce his profit margin. The applicant had time for that when he did his due diligence to purchase. To think that someone would purchases "knowing " they could ignore the rules in place is death to all districts. To have a HBP that does not follow the rules and support their intent is imminent death as the developers are marching into the Historic Districts. Claudia Willis 160 Marine Way 707 SE 1st St 42 Palm Square 2 Alvarez, Amy So : Claudia Willis <claudia_willis@bellsouth.net> emnt: Wednesday, March 18, 2015 2:23 PM To: Price Patton; Rhonda Sexton; John Miller; Alvarez, Amy Cc: Carolyn Patton; JoAnn Peart; EUGENIA DEPONTE Subject: 101 SE 7th ave Re Variance requests for 101 Se 7th Ave There are many reasons to own in a Historic District and the available variance waivers for our contributing homes is one of them. By incentivizing the use of our existing historic stock for adaptive reuse or expansion, we are able to retain the look and feel of the districts, while allowing for improvements. This benefit does not, and should not, extend to new construction and infill. The rational and incentive should not be confused as something available for new construction now or in the future as it would only encourage the ever increasing threat to the survival of our historic districts. The district is full of small lots and contributing homes which do not by their historic positioning fit today's regulations and require these waivers. New homes can design appropriately to fill the space. That being said, I can find support for the waiver involving the garage for the contributing home. However,it is only necessary because of the addition of the new construction, but it is an cldition for the contributing house and therefore should receive consideration. I ask that you deny the other waiver requests for the new construction. As stated in the staff report, the existing conditions of this site do not impede the applicant from being able to comply with the setback requirements.The waivers are only necessary to assist in accommodating the two new units. Deny the variances and ask the applicant to return with revised plans which fit the site. The Rhythm of Solids to Voids and the rhythm of the buildings on the street will be impacted by the new construction.lt is because of these very types of visual impacts and that the set backs were put into the codes. That side of block does not have 3 story buildings and the proposed 2 will sit adjacent to 1 story homes on 3 sides . Enforce the height set backs . The setbacks are designed to mitigate the impact, especially the 3rd floor where the adjacent historic buildings are 1 story. It is important to enforce the rules in place and variances are not something that should be granted for new construction in a historic district. As stated in the staff report, this project is considered a "Major Development."The variances should be utilized appropriately, for "contributing structures', not for additional new development which is the majority of the construction. A denial does not preclude construction, it just requires the owner to design within the terms set forth for infill in the districts. It is the duty of the HPB to serve to Protect the districts and the HPB should not be concerned that simply asking an applicant to follow the rules may reduce his profit margin. The applicant had time for that when he did his due diligence to purchase. To think that someone would purchases "knowing " they could ignore the rules in place is death to all districts. To have a HBP that woes not follow the rules and support their intent is imminent death as the developers are marching =to the Historic Districts. Claudia Willis 1 160 Marine Way 707 SE 1st St 42 Palm Square 2