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HPB 05-06-15 AGENDA = HISTORIC PRESERVATION BOARD Y e.447 Meeting Date: May 6, 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. Waiver Request (2015-115) 219 SE 7th Avenue, Marina Historic District Property Owner: James and Lisa Helmuth Authorized Agent: GE Architecture, Inc./Gary P. Eliopoulos Consideration of two waiver requests associated with the relocation of structures on-site and partial demolition prior to the issuance of a building permit for the approved additions and alterations on the site. Motion to Approve Waiver for Relocation,Approved 7-0 Motion to Approve Waiver for Demolition,Approved 7-0 B. Certificate of Appropriateness (2015-138) 123 NE 1st Avenue, Old School Square Historic District Property Owner: Mary Valentine-Gyorffy Consideration of a one-story addition to a contributing structure. Motion to Approve Certificate of Appropriateness,Approved 7-0 C. Certificate of Appropriateness (2015-022) 222 NE 5th Court, Del-Ida Park Historic District Property Owner: Marc Julien Homes, LLC Authorized Agent: Affiniti Architects, Benjamin Schreier Motion to Approve Certificate of Appropriateness,Approved 6-0 Historic Preservation Board Meeting Agenda: May 6, 2015 Page 2 of 2 Consideration of a Certificate of Appropriateness for the new construction of a two-story, single-family residence on a newly created lot. (NOTE: This item was previously Continued with Direction at the HPB meeting of December 17, 2014.) D. Certificate of Appropriateness, Class V Site Plan, and Waivers (2015-122) 701 NE 3`d Avenue, Del-Ida Park Historic District Applicant: Southern Development Services, Inc. Property Owner: Hope Walk Foundation, LLC Consideration of a Certificate of Appropriateness and Class V Site Plan for the adaptive reuse of a single-family residence to an office use, with associated site improvements including parking and landscaping, and three waiver requests to reduce the required driveway width, to reduce the required landscape island width, and to reduce the required landscape buffer width. Motion to Approve Site Plan,Approved 6-0 Motion to Approve Landscape Plan,Approved 6-0 Motion to Approve Waiver#1, Reduce Driveway Width,Approved 6-0 Motion to Approve Waiver#2, Landscape Strip,Approved 6-0 Motion to Approve Waiver #3, Landscape Island Buffer, DENIED 4-2, Dissenting Price Patton, Ronald Brito VIII. REPORTS AND COMMENTS ❖ Board Members ❖ Staff VII. ADJOURN 74wvy E. AL is e' ' Amy E. Alvarez Historic Preservation Planner Posted on: April 29, 2015 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Applicant/Property Owner: James and Lisa Helmuth Authorized Agent: GE Architecture, Inc./Gary P. Eliopoulos Property Address: 219 SE 7th Avenue, Marina Historic District HPB Meeting Date: May 6, 2015 File No.: 2015-139 ITEM BEFORE THE BOARD The item before the Board is the consideration of two waiver requests associated with an approved Certificate of Appropriateness (COA) for relocations, demolition, alterations, and additions on the property located at 219 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the east side of SE 7th Avenue between SE 2nd Street and SE 3`d Street, adjacent to the Intracoastal Waterway. The property is classified as contributing to the Marina Historic District, both on the Local and National Register of Historic Places. The Florida Master Site File form explains that "this residence represents the architecture of the 1930s and illustrates the development history of the area." A previous property owner was Mr. Ian Laver, a local tennis player who started Laver's International Tennis Resort in Delray Beach. The original design was provided by Samuel Ogren, Sr.; the Father of Delray Beach architecture, and illustrates two-story "garage and apartment" for Mr. and Mrs. Louis Voorheis in 1935, with a one-story addition from 1936. Research of the City files indicates that the original two-story structure was completed in 1935, and remodeled in 1944; additions were constructed in 1949, 1951, 1953, and 1967. There is no mention of the 1936 addition in the Building Cards, as it may have been presumed to also be from 1935. A swimming pool was installed in 1981, and a utility building was built in 1984. The Sanborn Insurance Maps, which help to provide insight into the developmental evolution of a property, do include this property. Previous COA requests on file for the subject property include color changes, new windows on the guest cottage (utility building), new garage door, and the relocation of a walkway. At its meeting of April 16, 2014, the Board discussed the potential relocation of the contributing structure to a site outside of the Marina Historic District during a Concept Plan Review submitted by the Authorized Agent. The Board and the Agent had a discussion regarding the matter primarily focused on the existing issues, costs of rehabilitation versus new construction, and the lack of incentives offered by the City for historic preservation. While an application for the relocation was subsequently submitted, it was ultimately withdrawn prior to Board review. At the meeting of December 17, 2014, an additional Concept Plan Review was presented to the Board regarding the relocation of the contributing structure within the site, and additional site improvements. The proposal was generally supported At its meeting of April 1, 2015, the Board approved a COA (2015-139) for the following: • Demolition of non-original, one-story additions, including the two-car garage; • Relocation of the two-story 1935 building, including the one-story 1936 addition, and one- story 1949 addition (square feet under-air: 2,416). The relocation will reorient the structure 21Ei SF_701 Avenue:Waivers 20'5 39 HP ,'„1;; ruig Mi,;;6,20`.5 Page 2 of 4 from its centrally located position within the lot and facing north, to the front of the property and facing west, adjacent to SE 7th Avenue; • Relocation of the guest cottage (square feet under-air: 639) from the rear of the property to the center of the property, where it will maintain its proximity to the south property line; • One and two-story additions to the rear of the historic structure consisting of approximately 5,140 square feet under air plus covered porches; • Additions and alterations to the relocated guest cottage; • Three-car garage addition to the rear of the historic structure; • New cabana bath to rear of property; • New concrete paver driveway; • Removal of existing pool, and installation of a new swimming pool with sunshelf and spa; • Installation of two gas fire pits at rear of property. The subject request consists of two waiver requests associated with the approved relocation and demolition. Pursuant to LDR Sections 4.5.1(E)(6)(6)(b), Relocation, and 4.5.1(E)(7), Demolition, the building permit for either relocation or demolition of structures shall not occur until the building permit for the HPB approved redevelopment is also issued. The applicant has requested a waiver to each of the aforenoted Sections in order to receive both a relocation and demolition permit prior to the redevelopment permit being issued in order to better facilitate the project. The two waiver requests are now before the Board for consideration. WAIVER ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), 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: As previously mentioned, the Board approved a COA associated with relocation, demolition, additions, alterations, and site improvements at the subject property. The approval was based on a finding of consistency with the Comprehensive Plan and positive findings with the LDRs, Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. Pursuant to LDR Section 2.4.7(B)(5), 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. STAFF COMMENT: The Waiver criteria noted above is utilized in analyzing the two waiver requests, as provided below. Pursuant to LDR Section 4.5.1(E)(6)(a), Relocation, relocation of a historic building or structure, whether contributing, non-contributing, or individually designated, to another site shall not take place unless it is shown that their preservation on the existing or original sites is not consistent with the following: 219 S ;"'Avenue:Waivers 2015 35 HPB;;te ;i::g ikf!6,2015 F ge34T 1. it is shown that preservation on their existing or original site would cause undue economic hardship to the property owner in accordance with the definition of undue economic hardship found in Section 4.5.1 (H); or, 2. a building permit has been issued for the Historic Preservation Board approved redevelopment. STAFF COMMENT: The waiver request for the relocation of the historic structure and guest cottage has been requested "due to the upcoming hurricane season" so they can be "tied down to new raised foundation system, to protect the existing home from any future flooding, which has occurred over the years due to the existing lower finish floor levels." In consideration of the waiver criteria, the request may be supported in that the neighboring area would not be adversely affected as the relocated structures will be on site and on their new foundations. The intent of the requirement is to limit the ability to leave "gaps in the streetscape", which will not occur with this project. Further, should the additional development not occur, then the goal of maintaining the original structure on its original site is still achieved, as approved. The granting of the requested waiver is not considered a special privilege in that the relocation has been approved, and will remain on its original site which has not been reconfigured to accommodate additional units or increase the density. Therefore, the same waiver would be supported under similar circumstances. Based on the above, positive findings to LDR Section 2.4.7(B)(5) can be made with respect to the relocation of the contributing structure and guest cottage can be supported prior to the issuance of a building permit for the balance of the site's approved redevelopment. Pursuant to LDR Section 4.5.1(E)(7), Demolition, demolition of historic or archaeological sites, or buildings, structures, improvements, and appurtenances within historic districts shall be regulated by the Historic Preservation Board in the manner described in Section 4.5.1(F). Demolition of any structure, whether contributing or non-contributing, shall not occur until a building permit has been issued for the HPB approved redevelopment. All structures approved for demolition and awaiting issuance of a building permit for the redevelopment shall be maintained in a manner similar to that in which it existed at time of application unless the Chief Building Official determines that an unsafe building condition exists in accordance with Section 4.5.1(G). STAFF COMMENT: The waiver request for the demolition of the "non-contributing portion of the existing house" has been requested "due to the upcoming hurricane season." In consideration of the waiver criteria, the request may be supported in that the neighboring area would not be adversely affected by the demolition of the non-contributing additions made to the original structure. Similar to the relocation, the demolition without the approved additions and alterations maintains an appropriate historic development on the site. Further, the demolition of non-contributing additions without the construction of newer additions would also be appropriate, and thereby supported for another property owner under similar circumstances. Based on the above, positive findings to LDR Section 2.4.7(B)(5) can be made with respect to the demolition of non-contributing additions can be supported prior to the issuance of a building permit for the balance of the site's approved redevelopment. 219 SE 7" Avani :Waives 2315-139 HPB:''i r,i G i,:ia,6,2015 Page 4 Of 4 ALTERNATIVE ACTIONS A. Continue with direction. B. Waiver: LDR Section 4.5.1(E)(6)(a)2., Relocation Approve the waiver (2015-139) to LDR Section 4.5.1(E)(6)(a)2., Relocation, to permit the issuance of a building permit for the relocation of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon positive findings to LDR Section 2.4.5(B)(5). Waiver: LDR Section 4.5.1(E)(7)(a), Demolition Approve the waiver (2015-139) to LDR Section 4.5.1(E)(7), Demolition, to permit the issuance of a building permit for partial demolition of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon positive findings to LDR Section 2.4.5(B)(5). C. Waiver: LDR Section 4.5.1(E)(6)(a)2., Relocation Deny the waiver (2015-139) to LDR Section 4.5.1(E)(6)(a)2., Relocation, to not permit the issuance of a building permit for the relocation of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon a failure to make positive findings to LDR Section 2.4.5(B)(5). Waiver: LDR Section 4.5.1(E)(7)(a), Demolition Deny the waiver (2015-139) to LDR Section 4.5.1(E)(7), Demolition, to not permit the issuance of a building permit for partial demolition of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon a failure to make positive findings to LDR Section 2.4.5(B)(5). (Motion to be phrased in the affirmative. See above) RECOMMENDATION By Separate Motions: Waiver: LDR Section 4.5.1(E)(6)(a)2., Relocation Move approval of the waiver (2015-139) to LDR Section 4.5.1(E)(6)(a)2., Relocation, to permit the issuance of a building permit for the relocation of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon positive findings to LDR Section 2.4.5(B)(5). Waiver: LDR Section 4.5.1(E)(7)(a), Demolition Move approval of the waiver (2015-139) to LDR Section 4.5.1(E)(7), Demolition, to permit the issuance of a building permit for partial demolition of structures at 219 SE 7th Avenue, Marina Historic District prior to the issuance of a building permit for the HPB approved redevelopment of the site per COA 2015-003, by adopting the findings of fact and law contained in the staff report, based upon positive findings to LDR Section 2.4.5(6)(5). Report Prepared by:Amy E. Alvarez, AICP, Senior Planner 219 SE 7th Avenue . . _ . . • .. .v. , ,... ,.... a.. .- . ..-, ..... 147‘)• . , ,..,,,,,, ks A'R.. • SF 2nd St . . • .... 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E frztp architects,planners&designers ,i,:;�;(��+�&Z��,,� aa26002044 1G 205 george bush boulevard delray beach,fl 33444 tel 561.276.6011 fax 561.276.6129 April 14,2015 Ms.Amy Alvarez City of Delray Beach Planning and Zoning Department 100 N.W. 1st Avenue Delray Beach,FL 33444 Re: James and Lisa Hellmuth 219 S.E.7th Avenue Delray Beach,FL 33483 Dear Ms.Alvarez: Please accept this letter to request the following two waivers listed below,regarding the proposed renovation at the above referenced property: Item #1. Request for a waiver from section 4.5.1(E).7 of the LDR's to allow demolition to occur prior to a building permit has been issued for the HPB approved redevelopment. Note: the above reference redevelopment project was approved by the "Historic Preservation Board" on April 1, 2015. Due to the upcoming hurricane season, we are requesting the portion of the existing "non- contributing"portion of the existing house to be demolished. Item#2.Request from a waiver from section 4.5.1.6 (A).2 of the LDR's to allow the relocation of a historic structure prior to a building permit has been issued for the HPB approved redevelopment. Note:the above reference redevelopment project was approved by the "Historic Preservation Board" on April 1,2015.Due to the upcoming hurricane season,we are requesting that the historic structures be relocated and tied down to new raised foundation system,to protect the existing home from any future flooding which has occurred over the years due to the existing lower finish floor levels.. We have enclosed a check' ount of$250 for review of this waiver request. Upo i 1 r,should you have any questions,please feel free to contact me at our office(561)276-6011. Sincerel your , • . op ulos,AIA,NCARB GE Architecture Inc. Vice President 1 • I � DESCRIPTION: t- -� `, l_- DEMOLITION NOTES E„. :DEtNILNOTES: D Y Q I I �—- f' l CONTRACTOR B F T.DEXLITICIN NI,I". 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PRO£R-T OTLET F.F O JE A:-L ER1.FOREMOR IT CN E RESP I i0 GULA _DOI LB.ED SI L NOT BE REMOVED UNTIL ADEL.� IULS B O nDv�sEOTN(i TE WERE CR CIERATCRS T,E(E'.ERAL COAR<cTT«E PWiECT..rT,ERB.'%E R B FEDPouIBiLTit' r TO LE MEC.10 DE T`�" 3 TRAFFIC. ` +.nF�oT 1«`�Ro.`�oLE'"6`F TRESPOIDDLITT ULD ID TO RE�.uTloo` F MEE""M TM EWSTOR PEa s.cnEl" Eilo.cnrTF1"'<o "io P�PEraT°RLW`io`.••o`�•I•recR .>:Rr-T uL ccwnras y `D• a.- -B6YUE> EEMIED•-.,. I•ROA TO DENYTTCR ArO OUEn IOMmrt cYdF'IED OR IYED FAfJLTES�4 C R al-IEY4P RECTE E.iBRi RE EMS FGtOE CCEPENGNOLORE i �rGOtiRACTLR S«ALL I✓QCW x aeeetm MR.Ere AND 6uvTamol of LRmEN NorwtloNPEfFOFdt TIE Derznur iCRTYOr rF TIE T. ,E COARICTOR AKE F'.ECAUT.Or AGAMDT D.w.rE IOrt F.'._ P cF�PEF'.Oc IrYaw rEu+nEAc«uANrr,EALT«DEPAEMTERr•. v.nE ra+Twcrax autL llrE PrBcwrral Ir uLST DuuOE To 1.16 LMEXTE Y TO TE a...E.PR.E To'TO WST D7E MCI PLIAIDNOG S STS,mr DET,DLTT0 O PFEM. 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'ERA- � 6.METE 0.1 6 wIRPENT6 OF...E.. _-�.1-:1?. _ - w'U ISSUED FOR WS B@nTA. MATERIAL.F E CUDA TERED FE O MG A« L F u FroEN Yw.w CONTRACTOR E g.a OF F £D AT ALL RENOVTE.OR DnTIF.MORE TUN S T RME FEET eF MEWED 6.FF..CE BE LBE I OR R PFEEX T 0 MANIC. EXPRESSED AL M COMPLY A._-.ALL MT,COOED A.REGT. TO PLACE TNT µL FE.'J DCMC 16 CMPLETED. RATE TEFL DIADO TO F CODTFICIIO OF PRE.O. M.CChTRACTOf[TO C0.'FIDIMTE W IIOBE FYMG CONTRACTOR CR ME �S FOR MIIQ6ALS A.nlaACEa- � ]a.loreAGTGR TO CA"FOWTE 6L OUER LOCATIW 6 $ • EXIST.S REED.DAMAGED MAID.. ..MER FOR PFt�100(0 N.SAC T ,Al.RED EERr'.ul 0 C0 DFFTF.IOB. TE+rONART FRAMED U^Lull TM1TYxn••vBOEEE NT To FOREi.I LouTTIiON r TGGOATION. D M.PRw•EwT METED P.YAYOD.DT OM SC 0 50 0 ATE. FEI1 wTaec. <OY MAP N S PERMIT OOIb AGAINST100.1-100 Cisas KaYS pE'L�LIiIw Sr.YiTb. v TYµ NCOOITION P E.2 TO COISMACTICH LOOSE AA-BCYaI-DEBWa•DUST OUBt Df+TOLrtIW• PREPARED E H..TO BEADED EED'L Y,/,.,. STEM -- -- .�-l - _ J, _ CF TwClnF6T.E ENrwE-. rF APPLY .I. -._ wo DrCD 6 �IFUL ORE..) R VICINrfY MAP m 6a 1 Q -_,- - PROT I N CONSTRUCTION C .g610 T.FR`EA PRKRD�io CRTENc6G k 4 # �" _ Z 1Ill Im.m•ace SETBACK I I — I �n I FY19T7NG:.. .a ._ - i cIT .Cf#'EP.ED TORQi •6 I I 0 • OND. M M.ART .TERIALSK. :J I a FNILE IBEl EMI,. i8 POLL \c�I /[ �1Q� - 1ry � 1 G——J ——• —_ .•'I •I ..o POLL I 1 w PROJECT TrtIE • `., �J4.3 '1• fir EXITING ONES II II• - _ . :.. ; I I 1 (r;/• • HELLMUTH X IIQQ • V TWOSTORY I r C; b WOOD FRAMED `i1:.6 I I o SINGLE RESIDENCE " • . . . ' «DSETDBMIL MS ED� :TD a .I L— • I.. I 1 FAMILY Z �;; E'?'I�_rING WTD...,, EET6 «G RESIDENCE -�. MOTOR COURT •.� -I POOL REFIaED I-..•. i _{ �/ U I a..I I a�P I ..IKI• • I1 - :.. — I I: PI IX m _ • .. aI 1 • EXITING I , /f -•` I.I.. .e. ��II ••— SEAWALL AND ZZ N • • .. \ •PUFTY.P•. a1.,J: I I • D00( O I I: I _ d% • zQn' frr" 1. 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T,DT DF 1L PROPOSED mAN 'COMRACTM TO T ALL CEN.71.15.MO NOTIFY.�EMT. PLR PAVERS ETC-, �. x. TOTALSTIECT 71PERVI0T6 AREA(PAVED.POOL ETC/ OR6I so, M E GENERAL• ANY �W TOTAL F£MIOB AREA rLAtD6GPK.J Q�6F,Dx)4E,.�T A 4'C..DA4 T'EAN F6'i�MJ 4'-O' DEMOLITION • SA.I. E'`o''l�"T"'�''FE"^' MIS 6,F NDUCA•625. ZONING R-1-AA"HISTORIC MARINA DISTRICT w SITE PLAN u • N la DATE DRAWN BY ED ®~ 1 PROPOSED DEMOLITION SITE PLAN §_ JOB NU 04M1aBERY5 I GEJJC A1.00 SCALE:3fd2'=1'-0' 4 20140414 et DRAWING NUMBER A e o A1.00D • I DESCRIPTION:LOS AS GENERAL NOTES: e _,. I _ I $ �' I O"C""m, RI poi 1- -s �_ l-- I O _ - [ ' -� FCCOSCOO eMelo rre.. < l rt AEow Au TIUT THro = I W f lie-GaeTN.[t IALr1KbI so M9if cs THE�Nu� rs a' 'k::y lR' I m ��.•,,,`f. 1� L t I 0.9Rlw3TTr'E6CWITILDIICNAND ANCT 4 _ CONFORMOCS MGM A11 APPLR'IEIE CODES A,D gq£++dd��'+I] CO 1�1 I ..- - 1. " B I xxTIE CONTRACTOR!NALL Y S`r ALL COortIOro ''�,- 1 _ J s- 1 m i 015500 1 AT nE xxTTE TRIOR TO J 4t1) Y-sF cOTercw Ralec TIE ecNneAeroR eN.0 Ier�Rr ALL�"`E°O+'E.m Eownr Ao r - ' 1 U x _ E w, T,a. . s TO T.ArciATGOT GNSOR w c Architect,Planner and~ ?s �` Designer .E«�N�R A "^ - f ^•' I g AA-26002044 DETIEN TEES''P .e I II TO ATT..AND ACCCE Odd��Rl RC I I F 205 George Binh Bad. l ALL vEr f ._ = Dekvy Bevch, 6011 ]JH4 vee re ar 0 i a•TT�L AND ssoLL TO Am"seRLAR ,ettes d. "yet-Tr: I V TEL•561-276-6w 1 eeTAIL ro EIIN TU OR A ew NT i3`7 .. 1 Q FAX:561-276-6129 S THESE DJPR'ENiSOAS b1RNEM6 v SEN.1cE. 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LANDSJPRCJ ro>ti .e�E�Na-�, E," - SITE PLAN • A.ALL AMA cALottATEaA ARE APPRox GODS 5F/S11c:•.sss ZONING R-1-AA'HISTORIC MARINA DISTRICT" W (FOR REF.ONLY' 0 • N 0 DATE BRAWN BY 08.30.14• I GEIJC 1 EXISTING SITE PLAN a_ $ A1.00 SCALE:3132'=1'-0' (FOR REFERENCE ONLY) roe NuueER ;T 20140414 DRAWMG FRAMER 4 • A1.00E • e I jDESCRIPTION:tor TERRFOE GENERAL NOTES: y *`, 1YR rDiOORTcieD6 LESS T. Mr�:a/eO..4 _ 1.-I.� .�� ....."--•-.. I GE 6 MEREMo,IE -'. Puii.EiEO AS L R .COW CPT-ROATE Twat ,•Y �• E ` E OE EDSREVENT6 j �_.IR DE °•TYPEOvnwa�ALILIORITED�io A.oxcrwcT.D AVZSOILTICAI �'5 -3 7- Q —_ j. COALL CtMruC SIT E.IAII.R.TERS RG CODES W S r �.J' Y]M ALL APR./LADLE COVES AMD ` , J IL ALL ONIE3:T T. PROM TO REPORT COMBED.SORE i T.GCNT ,a¢SALLCL E REPO S..COOS, inb o TE ARDETECT PRIOR io i.'.:I ', •ps -- �^ COMEM:.G SORE. _ N - - 4 . 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T.,,,,,...,. w A I �TU�E ��m W ISSUED FOR I� BK ...gy p haat-T.ENTIRE•ELISE TO BE DESORED LOU STEM u.LL TT rwTµ,A LOFT�> ILE RE VICINffY MAPR '� BIDS j I PEMc.EER TIE rEPaa ' CORTRACT To .0 ODORUSE SAD c�.an PROPERTYELLSTII.FENCE ALL,. rtWGTO iIAD REPORT ANY ,ocmEICJG PERMIT IOUtb • PRa°EHIrJ 0 CONSTRUCTION Q a A -- 122.2.immimmilms ---- — _ ! § t • 1 xisT.G L DG z 1 . .uaa+o IiRI - _ _ W a. • I I I 1 Y T. j III I -------- 3 i i TId _ la Z I IDEMOTES• PARS . I I I 0 I�EA = �� ' — I I i• 1. I I _J I _ ! 'IS PROJECT T TE I O' .,,--4. 1, . IIs W HELLMUTH j CND ha ' SINGLE j I D1II o FAMILY .r ,., Ki• y . RESIDENCE M R �_ 1 mi Z. IIF \- \ •cq I -! 0 T. '�-'r- __ilre I AS AS..AT Seca. �• a l TERRACE NmIAC RYE 1 0I ILI _' i i1-1_rlf ..TI:rs Iris , ;I I �D�ALD O z. WI f l IIII'Yn,'77I77rFTT��_, . : 6. ; w - IT I I1--I1 SITE I 00 ERIS.. el jg .1 g ELAN-TAN 1REE a SE 7TH AVENUE i? xa. ',WWI °`�E w DELRAY BEACH,FL • _ I W CLIENT APPROVAL d) I i 6 Tm MOLE 6 I REVISIONS 1111111r • • 4 rD • E)ES R_TER !!!L---'J��I w [OFROPOIYW.M /,I{/ iiri ��( I InG ' 1-5 Io f MI t DI / II I L - ` b ai `r —ri r ' r — t C ODE pETeAGK J ! 2 Li Pi s e} s ! u I — _ 1_ i . ns A Ixn e .1 11898LLE 61T IOR CO6114=IIT L W RL.Law 6`AFD FOR COrEREE)I1AL as-m} O BEES ND.GRPFalL:Y2r RElai i LLO ER-T. I J SITE CALCULATIONSTOT AL AREA CALCULATIONS SET BACKS: Fu E NULWE - NOTES: __ 414A101 v1a M iL)7 STORE' •�P RAMIE,RESIDENCE 4 bTITJCTURE6 IatLr,Eo DAM RODE RELOCATED Si COTTAGE W I L DO MOT EGA.ORK.Y TOTAL EWSi.G ROOLCM-...SLG FOOD'SNT ZED SS .-AREA OF RREIOOLA EXISTS. SATE SF PROW x•T Os Q SUE PEERS. m.o SALDS•ILON: Ic-5• 0 DRAWING im•E i L�D SEISM LLLDIEKEaL 3�EST i::.EME. ]�: ppR�` m' w Lt a PROPOSED S.CODPACTOR TO WILEY ALL ERDTIDO .by DECK PAVERS ETC) TOI4 ARE..ff RELOCATED LEST COTTAGE DOER STYE UM SA• E ANT DESDEPARCT 4/DRCRITE TOTAL H"ERV W6 AREA(PAVERS,POLL EICJ 3➢co 6P TOTAL AREA WD6t RC. A.I.6i Al uur a M. ]S'O rtEAM pECP MI ]I'-]V' W IEEE DDERAL MOTES,E SA.),SR III]DA• (ALO.,E CRCS..ROADI 1=- A ALL AREA CAIGYATE.ARE AR MT. TOTAL PERDO.AREA(LNZZUP IG) yAa.EP I rD SITE PLAN ST IE,a ZONING R-1-AA'HISTORIC MARINA DISTRICT' .•ALM VER )Ic.mp SOIL GE GE EOFT E_a n.•SOL DI (.+�� pDo.ErEnPORFp.rwAGE.GEErmTT ARE.uL..uL.Tw DI u O RAWN BY 1 PROPOSED SITE PLAN N a DATE08�14 I DGFJJC A7.01 el) y 9~ JOB NUMBER SCALE:3/32'.=,'-0• 201 9 DRAWING NUMBER 404,4 12. 6.7 A1.01 e JJ�� NOTES: - _ - - Yae-5.•eavYavn, COCR• ETE sue 0 - I DO NOT SGLLE 61 � TO EC SISTALIXO.. v C x FIE1D wERx'T ALL DEEIISIO°I �+sy , r.�TL.Rx ABOVE roc rm xOM1w rNe3 s eceTneeTaR ro�Fo-Y Au exl5rw - � 5,1.,0. rilDD1DG,No NOTFT'AIC'Ml£CT 'q S E•-.'u • 1 e F oEx as rwoa cws - E. [- - 3 »RdTT•.ae mm, ` C>•IC 3.2• fF 4•1 �l•ai r-c• 5-x ej ---- sue. -Ci,Ezu.rnEsx W = - _ cairrams Ira.x.,. CCNOWETE rooms sr • � ...LL ARC GEaLATYTB AIt•APPICl2 �� ` •.,Unn M,a 4111111P1..11 pw �r � �" Il�,orl ■ L gym• U r�Lm•iw .... I * -` ,, 3.-_._. r-- T r--. r--;-_ L___,-,_r a 9 CRAWL SPACE CALCULATIONS: FAO rS.TOc:a15 SEC lIFA3, a - - 51 rea�Tee urea..r oe - _--'...- _ �.—. MAN NOUSE -. , -.--..t • MOOR SESTET, J = _ "°FGFLr LOMESEDA�t6 A.WAI SE.e.3Ae.rE.,a BY.A D Designer,Planner and Designer I•CO •POS... 0 TOTAL__ Ka... F, AA-26002044 CRAWL SPACE ACCESS: ILI 205 George Bush Bwd. C.______l_ _ to rents Tde.ePJ=env = DNrvy Beach,Florida 33444 - )EWES RCGT1 = r RAW rsxs.xE LACCES. PANEL u TEL-561-276-6011 _ _ •' EWED� U▪ FAY,561-276-6129 41 IO FAMILY ROLT'1 EW = w ISSUED roR Ir'S50911u. _ GUSET COTTAGE L7 ' l " "n,e = " ..I,-,m e = .2vrula•ro:VC SOFT. se.t ra,�w,<,,,la, g BIDS EXISTING T11L7 STORY = - 5 ZZ STRUCTURE W/GRIXA�FLR _ _ �-•LNrE�.aYsSPAWLS 3IS..xw O PERMIT COGS AT APPROX 2223 SO.FT. _ _ r.x.•eanv®,uas5.ruax-s 5r.reu OF wrtnwrol . TOTAL NKTLATw mecum.41 se. _ CONSTRUCTION CRAIIL SPACE ACCESS. i (Al CORSE STEM e . WAY.CH III..YewC _ I ,,.x,oeD CO e•,xl.aa.-�.�br..Wt r.�ree.x Nee.see Tx•,31, IT'ea.r�TE.mr,.s >-�,o 2UIIIUIII a 61�__a - = _ b-3 b'4 T. Dv- 1 rb : .Oy I _er 4.-t• —_l V1-.' —1 6 F . .. r'_r TAIRa 1*_ • 'Y =i .,.„ rdt.-.11 = . r--1-.' 1,r1 InIIIIYmurmooµrt+olumulFo\In::i�Llmlmliuunnolrnnlmmn:elm:ue ?-I ., L�_' I"__ J_ _a', .sSS eOc J____ - r--1 i r---I r-1 r---i r---' •r-i--I- . _1 1_ — J_ z ® --. 0 ® ® 0 .. D ® Tlmflllf/1)nlnnp�I 41111IU1i a I..Bm III HIT or TENALL EX E F O" Ei I I I I 1 I I I .HER=»..F DC. LJ L-J L_J L_J L_J LJ_J L_J c f----'--- ---7-'--------- - 1.. MG .I.A2AIDRY MI 0 S ____J 0 r- r-- r---1 r--1 r---1 rT-1 ' r'--1 " " D7-,. ® ® M 0 ___ ® _•s'J� ,� x L L J L J L C y --" • s•x- Y ' '-0' � 5. 4'-F' t'-0' 4'.0• 4=T' 4=Y 'I,'icr'I� S 3'-0' , 5-b O r-- s r-1 r--1 r--1 r---i `-"r--i-' r-�'.-1- `_lti LIT PROJECT TITLE N NOTES - L-- L___/ ®_I L__; L®J L®J it®J'�•"- I - •I,a•Y. •yea D HELLMUTH L ALL BLOCK PIERS-SOLID GROUTED 9 F'FOROOM'I ',.FTATH 7 <.i__=_y'-l = SINGLE (ALL INTERIOR max PIERS UNDER EXISTG CONCRETE SLAB r---, r---: r--, r--, r--1.__'r--1 r-'=1 =' u TEE STACKED IN OV Tel-er....cr. maxS• 00. ..---L0 1-s 0 i 1311 ®i �i---- - i ',1®:�I�:.;'"1 O 2.PIER SPACPN CN INTERIOR6 LJ 1 LJ L---IL__J L__-J----t_L ? ,L_.:J=_W 3 . K FAMILY A.4'-C DC.MAX UNDER EXIST11Ya VALLS,ISEAlS AND Ca4DEIE SLAB. L___-_-_-____ ___--_-___J_S 0 LIFTER Cr PERS I LO-JRONS TO BE COORDINATED NFELD) _____ - .____.-3- 3.4SLABRPATIO. . ,y` I� -`------- I II T. _ RESIDENCE MOP CF SLAB TO RECENE ISRKK PAVERS, J - __l_ (VERFY IRS OTTER) II} {II U 4.S.STEPS.PROPOSED CDYERE.D POId.NE5 W r SLOPE s•sue,mY..na TT, p-v p•-DI• w-c1 .''-0' 0 I S..LLGNB•x24AC�55PACtStW MAN MOVN ,Y-r JJ} D•.0 V ' I-BEAtt STRk:IIF£(CCKJIIDFUTE WI h10VMi COMRACTORA I 4e-d ) IL i ZvMELO ALL,LOWER ASTT.OF=TO VIE FLANGE MEW- CD - O .x°x aC EOW. TO Mt INSTALLM As GENERAL NOTES: 1WC xeiO e13C11O11p033 m N L THE CONTRACTOR SHALL INSPECT ALL ENSTIAN LONG IG tS.vERRY ALL ON-SITE N 0 DC1EfaKNS.FAUN ENT AND TE 01 G SENICE RSCUTdD SE PRMOR TO CRT91C@T�JIT OF CORK BASF_EESD5N PLANS'Jg1D BE R'VE9ED TO ASSESS THE PULL SCOPE OF RE PROJECT. Q PROPOSED FOUNDATION PLAN 2.THE CONTRACTOR SHALL USE 1 SPCNSIEL.E FOR THE COORDINATION CF ALL TRADES O SCALE:3/16'=1'-0' MAIN HOUSE 3.THE CONTRACTOR SHALL P054DE ALL ELEMEJ4TS CF ALL SYSTEMS 50 THAT TIEY AC ND COMPLETE A FOLLY RNCTIO PN 219 NE 7TH AVENUE tExCEPT AS NOTED NNNT tt DELRAY BEACH,FL 4.TIE CONTRACTOR SHALL BE r 5PO°IBI_E FOR RE IOVAL OF ALL DEBRIS 5051 C-b• >CO VIE rlear_cr SITE w CLIENT APPROVAL S.IIRTMET4 DC£NSIOHS TAKE PRE.Evv...e.DO NOT SGKE DRAMN' N b.RE CONTRACTOR SHALL REPORT ANY DISCRE=A2CTES TO THIS AR?RTECT. N•.ID' It-, R-C• IWC T.ALL W_L SL BE TEAT.CLEAN.RULE AND CORRECT. ' 1 w REVISIONS a. ALL EXIST*.PLM'1B3C AND ELECTRICAL NOT IE"USFD SHALL BE PROPERLY CAPPED AND Q IY TF..D OF. `� d1 TV C'NN'SE S- ss S TIE CONTRACTOR UTL.I_PATCH REPAIR OR FEPLACE EXISTPN 20RC DAMAC£D BY E° G" ^ I , 0 FELOCATION/CONSTRUCTION_ we' I - LI i S N,.TIE COIIRACTQL CAL PRC)rIDE RE t£GE564RY 1F}t'bRART CLOSING OF ALL FEW '.:i::1]I J!:(IWI Lv rl ^I'1'�' _ ! R• CPOPP45 N WALLS COROCF AT DS OF EACH CANS wow.TO KEEP BULDINN CEATFP_R "�:T.:�"�I�' �',:a',:.11'�I. �1'L.':I'I:""R'� . :ilk J�1W l ,' _ I J M1 RE COITNACTCR CULL FRONDE ADEOMIE P"f 15071CN TO ALL EJdSTlG WORK S_ NEW LLRAP AROUND TERRACE - E J • 5'-4• SY-E• l'-4• _ Q 044141 ITCE AND FMMRES THAT ATE TO BE RETARED.SO THAT THEY I111LL NOT BE b _ 1 Li DATLYBD. _ - B.OVER AMID OR AGENT SHALL REVIEW RESE COTETPCICTICN Doctris 01 EXISTING ONE STORY r = z AND VERIFY THAT TIEY ATE f vPRIORCT AND COMPLETE PRIOR TO START E STR31CT1R�LLV GRL7IND PLR_ _ .-1 - AT APPROX.63S SO.FT. _ CC z 6 CCN5i1LCTlO•L = _ __ LIYi11141111XIIINA7111_------___--_ _---___—_ __ __—__-1r` _ �TC a eN'r•.T.'tiara 0 NOTE: = r-`7 • r Lu =1• r--1-. r-a' r•-1 r=1 r-7 1 ___ . i® 10 `-. D'1 f D' ® 11 - B Q THSRACY.B TOT MR cassaLTIDI WON To•ST.CO TS�L,OST TO GE MCCUE.SET _ /'LI JA',L:X_•J L.I J,: LJ ,L J Lam/,L-_J _ " 4.1 ITHOLEN WED FOtGOSERt9.TAL SET A CALL CM 5 = 3,4-'l,.4,4ed}'n-C'yam"4,-c'1 .1.4 1..'4'-C=.1'n-O' 1 )•-3• 3 _ iF91AO..X PR.341NRlY MSOA FORME/FM.SCOR aEv xN zE WELD. .rDtltlB WSo.b ea = l;''r-7 %f 7 = U A - - 17-1, r-Y`i'-';r•--;. ;.==-;,-:ram - - vfEL.verRi•wvn, F,V-4-®_r3 -�_1-_�_ 1 g, i®,1 .®'I:.'1,13'I':1"• FILE NUMBER ,tLJ /L_-J: L i''1;J �.'L-.J;-'l_-J' 414A200 SUED wlxexw asna I4 Cr EGAD..sT Nmrn. - e.i .a 'I= ul - - _ ---- ''C'', r-^Z;.L7.:1•.7--i.,,-�r--i• r-`-F ;r--f:',TE - - Qa DRAWN0TITE R. -0 : a.1- .D ' i .1 ®: ;P . • PROPOSED I=_i ,'.'.°:;DRESS H3 RM; •' .+X star aadR,, ',%,' = r r 1 _ =r,--A• ,r--,• ,r;--+11 ,•r,-i':"r-'fi;'"arpi %=-1/;' _ FOUNDATION -;• 'L'J: ',E_J, ,L_.2. 'L'-'1% L-J� L• 1J, - = Z FLOOR PLANS _r=IWRSITIIIIpIdTGAABIIALiINfilllK_�1:.IIP.4nnllllliuJL7Hi0RIC:.IOGllinnulln_` $�1_IWIItlH111M11L111pImInI::XNIM1IIPoul-1mL1HIi11I1N11111mI 1151N1y]nm'dltltlm.•rcNTnna ve.xw I- --------- is • DATE I DRAWN BY Tm 04.14.15 GE Sr 4 COMES aa.M 5 b'-O• 3'-P CC J S-O' V-O• s•-C W.D. .Pm-eiee v15T w eC C. ;",� Joe NUAIBQN J N 20140414 TYPICAL INTERIOR PIER PROPOSED FOUNDATION PLAN o,,.0� IrSO.Tx x.',:CEb PAT .a —� � °A"'"°NUMBER a.X a FRAM=ALP. A /A� SCALE:3/16'=1'-0' GUEST COTTAGE OY'ie ec, tKOeL o A1.00 e EXISTING 2 x 6 SILO WALL � '''',-___ :.- TO fgHAN 11 I� H1A 24-IBC EGA F t t_ ►, STRAPS 24'LOOT))IJ/TING r1�TOP OF FINISH FLOOR 1 W E L• EXISTRGT (BfL0O2 JOISTS 4'-•OSOG T ELEvr 0••0'[il'NGVDJ IT ' �v.+J L A. Ib'OG• NEW 2 a 6 P.T.BILL PLATE BOLTED `�•� DOWN El/10'DLl ANCHOR BOLTS r ' •41-0.OG TOP CF STEM WALL I EMBED NTA 24-b ELEV O.10'/418 N4VDJ - STRAP`MO NEW C V 2516 PT.STILL -�IREI S BLODC U PLATE FOR Ir. S/B STL -11 PN CN BN.OaC ro' S ICA 24-b STRAP' - Architect,Planner and I, CITE FILLED PERFETOR J6 _- ^ BLOOC WALLL60LD. FNISN GRADE/IXbTI G _II} I V Designer 5 5.4•.o.O�170.1f= i QU-u�III-1Il� ANTIC=-uIIII Nu1-I11 'f�'•-2•b'[5D'Nc.VDJ u AA-260020445George _ E I�-•,---_�,.n-=_-..n 205 George Bush BM. =ATTIC--:Iu=-Iffi=HINT=16-1.111I1-A. -EI b g (Wray Beach,Florida 33444 u1HIIIlIlls. CIIIIC E-11111E1@1 I111_1I U TEL:561-276-6D1 Q'a4•BONGFPTRG=ulu1=I I _ISIITIE MI 111 M'I AY 355 OCR% S TOP of FomtcG FAX:551-276-612SQ 1rl-IWE-1� 1111 1111C11=1 FOR .B 6BTITL •II�1=lIIIII Il11IIIII=IlIlI1 ELEV..-3-6(4D"'G_VDJ fTLIIIIICIIIIII=Iu_II 4 -• .. '!'.ILm'I 1-111C=-1 1I1 muI�tom Z ml.EIMIII1 llf Y1111�Y,i:= Q PERMIT 6415 -'I I=I IP4111- OTYPICAL SECTION AT EXTERIOR WALL - 5_, DDNSR DC ON N.T.S. W TNIOXENED EGDE WI(U•5 BROX PAVER HITS MAD TO Be RACED CH(3)rn m.FS SET OVER CCNC, CF B'CONCRETE BLOCK YV Q'x 24'CLHT.FOO.OL W CONCRETE 61•SLAB d1 1- GRADE CO a b•TRD.CLEALEMN CO IMITATION QUINA EDGE 40 FNISN FLOOR 1 _ TEW9TE TREATI (TIP) HID SET TO CONC. ELEV..0••0•I Ll'NraVDJ T 9 1- TOP..CONCRETE PATIO I Z '',I%1L1f41 1%i'f%J.I%i AAL:lr sE1==ry, ELEV.-m•-T[ 1s•NaVOJ }I ° 5/B•b1lYlL FINISH m a _ -/BLOO' D TOP CF$IIIi WALL 0 5--R ELEY.•-F-3•(6A6•N4vDJ �F . m ,iiiii m I _ MESH GRADE/IXISTIG ~ n11-a =lreluaiu�lm�--ten ELEV.•_2•-6O0)4GVDJ W PROJECT TITLE I I I=HINT=1n11I INII I II 1= 5 5 A 4•-0'DC. E-11111I=IIIII I11111=Iu111E1111101 s ' HELLMUTH w/3 SS car rco IG =�I -11111=111u1 fl911=ullll Jul E 'w=4-S-1011-MI11=II TUTU=I �TOP`EFOOTNG SINGLE 11UII=111111=ullll l_'= o Iullruu11=11111=lulu=ll rc FAMILY •4y ~• 6 RESIDENCE ,,, •IIIIII=11111 111111E1IIIII=1Iul NE-1 ullu�lu11 1155,... u l-IIIII III= u OTYPICAL SECTION AT PATIO WALL g N.T.S. Ice 6 EXBTNG 2 x 6 STUD WALL N TO REMAIN 41 CON.SLAB EXISTNG � W sIT 1.\_ %JIjib TCPCi FN:SHH.00W y V 0 ,•,�/ j j�/ MOOR JOISTS ELEV.m'-m'rm.NGVDJ I a %=,%j •y.•pG ra • 9 INV 5.VERTICAL BARS SHALL BE/ELD N POSITION AT T6E TOP A10 BOTTOM OF BAR AND AT 4'-0'OG MA%tV1 PAW A MNPVI CLEARANCE 6 V1• FR[11 MASONRY.TIE CLEAR DISTANCE BENETt4 BARS SHALL NOT BE Q 2 x 6 P T I■ A. TOT'CF STEM 416LLGALLSLESS TNAN UNTO. BAR DIAMETER NCR LESS THAN F.CENTER BARS N Ixb P.T.SILL ELATE i i.S4 ."', ELEV.m-kY(bD'N6vDJ 6. VERTICAL REINFORCING SHALL Ee AS SHOW ON THE DRAWINGS.ILL a 219 NE 7TH AVENUE EXLSTPG 411 x BY j CaSTN6 2 x 4ILLXD rFI UAW rm•Ixr C.F.UT AS SPECFIED.PROVIDE AC1 SD DEGREE CONCRETE BEAM LW (u S Can. MIT Fe"'G`B`" o :0 STANDAR ALL D NOOKS INTO FOOTING. O�ll DELRAY BEACH,FL NEW B'CLHCFETE FREE CF ANT i_ _ 1 FFOREGN TMAT�ERIAL OR DECRS..FEL CELLS ARE EO Ce REMOVE�POLL.TI G MA10040 V BLgy PIER TTaa = e'...FETE BLOOC 1 FR PI 0FJ15.AUDIO POLTSTREXE NS)CATI G INSERTS.PRIOR TO W CLIENT APPROVAL SEE F 1(0411ON PLAIL �I=_I • 41ET14UALL F r I Fn SOLID ^FPLSH GRADE/IXISiPG GROUT POUR 11',�-�I�0) I �,.4yyII I1T.O.•INDERSID_E CF EXISTING Y ELEV..-2'-'(513'NCvVDJ SITE .E•0_ B. REPFOISNG 66 5 SHALL BE STRAIGHT EXCEPT FOR EeNDS ARO.. RK 5 5•41-0'OG wuduul-alll=ia-a- O=I 11hI,�R.,. BCAM L ASIPED DESGN SOIL DEARIN'PFE6vsc•2500 PSF. K A O)ALRIED TESTING LABORATORY SHALL BE TESTS D TO 51 0rd1 plop W..BENDS OR HOOKS ARE DETAILED ON THE PLANS. •W= _IT 9 2. A CLIALFIED 1ESTNG LABORATORY SHALL BE RETAINED TO PERFERMI THE RN r Halo[...REM TESTS ON SITE.ALL TESTS SHALL BE DONE W REVISIONS 1111u 1�=� BIF=�Y=g_s�JYIIUIp��'I&u1=�I1LIWJML��1'� TE FOLLa:.WG TESTS. AFTER hE ADDITION a=EATER TO TIE MI% LREtF"a BLS BE WIRED �TOGETHER BAR DIN£TERS WERE Q IIIII=x_15111011.11 b ellI lrelllik- - e) ONE DENSITY TEST FOR EACH 2000 SOJNE FEET GF CD-PACTED Al CYLPOER STRENGTH TEST$-ASTM C3v DINE SET OF FOLK Q•a 24•BONG FOOTING II�IC=IIIII- I e = TOP 6 FOOTING I a.v v.ru N0 GGIPACTED FILL GTLNDEFS FOR GAr*50 PATS YARDS CR FRACTION TNEIE[F. ID.WHEN A FONDATION TXLFI DOES NOT LINE UP EON A VERTICAL CARE-IT ,G IW 3 s•s COLT. _ ! IE`u191==III I IIIIIII=uIII IIuuJlllll } b) ONE DEARTH.TEST AT Edo)ccw•N FOOTING. TEST ONE rnNDER AT l OATS AND MID AT 2B DAYS HOLD TIE SHALL NOT BE SLOPED FOIE 410 ag I-ORIENTAL TAL N$IX 1 2 L1 =..� "' = v 3 b[4D HG.VDJFINAL CYLINDER N RESERVE [140. S SHILL BE C•R'ifTED INTO A GORE N VERTICAL ALIGN-ENT.120 EVEN 1 u111-IIIIr=. 111II1=1W`IIIII rJ O E DENSITY TEST PER 50 FEET[F WALL ROOTPY b) bW P TESTS-AS M C 43 THaGN R B N AN Am,,,,,NIT CELL TO THE VERTICAL WALL MEP ENT. g y��II ryIII�I ELE •- II I-11 ERN III-IIRI--JINNI 3. ONE COPY CF ALL TEST REPORTS SMALL BE 5pn DRECTLY TO N•F5 B.OIL COPY GF ALL TEST REPORTS SHALL CE SENT DIRECTLY TO OI:)ER 1L HOIZIL 41AL WALL REPFORCNG SHALL BE S GA r•AL�LADS ISO B•CONCRETE 111MIIIp= =1111u=1@8E11 .4 441ECT.5TRC11RAL EK•PEER AND CORRAL CGHFRACTOR ARCHITECT.STRUCTURAL EWaNEER.AND GENERAL CONTRACTOR tin DIALO.ALL(Oi ECM VALDO)AT 12 oG. W Ir.PER FOOTING 'KIWI p ylry� HE BEYOND. IIIE- 111111 4. T.5DF5 CF FOOTNG.S MAT BE EARIN-FORMED P.TH D E EXCAVATION 16. b[STRICT T.ADDITION OF M WATERIE AT T.JOB snz DO NOT L. U.REPFORGQ'ENf SHALL BE LAPPED AT LEAST 6'AT• ICES AND SHALL CAN BE KEPT VERTICAL,CLEAN E AND STABLE.ODPoLl.PLYWOOD ADD WATER W THOUT THE APPROVAL CP T.GENERAL C KJONTRALTa2 A COCAIN 4T LEAST DE OiL LURE GF EACH PIECE OF REFFOrE@EILf N Q FORMS MST BE USED DO NOT EXCEED 5€ELI-IPCO D 61421ICNS OR TOTAL Al I(f'IAP,LF WATER TO THE LAPPED DISTANCE CEMENT RATIO.USE COLD WATER FROM THE TRICK TALK AND REMIX TO Li GROUT 4 POUR NEKd[T SHALL NOT F2R('FFD 14'.PLACE GROUT N 5•FLAX U O TYPCALSECTION AT INTERIOR WALL `STN TE 0511000ND.TE WATER W r ADDERYT.THE BSFE.S SILT`PDIC-AlE 54140 IBEUF4O `PIS,E.4 S V L COTE IVBEJYJld11- AT 26nWTN TIE FCLLOWINY•MNFL1 W41 0 WAGS ADDED AT TE TER 51E ALL TESTS SIiALLBEDLINE IH NEARS DAIS -CT.AFO 41ATTER TFE4011 CF PLACB0 511 MECHJAN:C4L W 2) FOOTI COMPRESSIVE 5046-04-ATD DAYS AF ER T6E ADDITION OF TITTER TO THE MIX FEARS A D FerO�+DATE AFTER.NR AL WA ER LGS AND 4) FOOTINGS,SLAB-ON-GROOM >O.DD P51 R REFFF0011 BAR COVER: SETFLFSEM Z N.T.S. 2 POR LdOCONCRETE SId 1 ADTIILX PER AS Y C 60 AWN GSA b) SLABS 3 4�[N ER 0R M R'(EXTERIOR) 6 5100 BLOCKS CH PALLETS.61.COMER WIN VL6FF?L U W.PLACE ALL F/Sa82T N RPM.Ba0 B WITH 3 •MORTAR JOINTS. 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Po.LT50 PS N.50 PS E.L4omF+cm PSI CC -1�1-r1 I !ue S MN23Lt LAP SPLICE.3m BAR DUPL..ErLRa YN:_ESG NOTED OIHERH[£ SECTION 3.I,EXOJDPG SECR'N 3131 BE DESri•®N A•50 PSI WITH 00 AMEW-iN NSTTf1lfE OF TitER a I I=1 I CI S. PRNIDE PROPERLY TED 514140RG,CHAIRS.BOLSTERS.ETC.AS 24.ALL WILDING AND SITE EL••,--...RADE SHALL BE AT LEAST 41 T EM TYPICAL 4 Q I REOURED AND NECESSARY 10 ASSEMBLE,PLACE AND SUPPORT ALL REPFOx1ED WTI 6X6•.1.4 X W4 EDF.ON 6 mu.VAPOR BARZER WIN CONSTRICTIONS YO5IRCTION MANIAC'A10,•�_..1_TREATtD FOR = TWITE TWAT. SAWN CONTROL WORM 20-0'OG EACH WAY. EXTERIOR USE OR WME14 N CONTACT WTN CONCRETE OR I'1/SC NRY. H. REPFORGPG N PLACE USE LIRE BAR TTFE SPPORTS COMPLYING 4) CAT/LIED FAN WTH CTGI RECOTTENDATIONS USE PLASTIC TIP LEGS ON ALL EXPOSED 25.STEP AND SLOPE ALL W•I bpi ATE:AWAY FROM TIE BULDN. 2. ALL 11-BER Al.TUBER CONSTRUCTION SHALL COMPLY WTN EPECFICATIOS N FOUNDATION • 11 • "' �CODES� ��n i DETAILS I I 2•M:mR ICA ALL SLABS SHALL SE POLI.D PC NOL41HIG1LLT" MASONRY A AMERICNN NSTItNE CF TUBER CaNsTRUCTUL TrIBIER CONSTRUCTION F F Ex0E1,FAR REO51 40 CObTRLTICN JOINTS FROpOSE)CONSTRUCTON L N LLCW LOAD BEARING WITS SHALL CONFORM TO FRIAR C30 NORMAL MN'1141 W JONi LOCATIONS SHALL BE SUBMITTED TO FOR APPROVAL WEIGHT.TYPE IL MLH2"WI NET COMPRESSIVE TNT STRENGTH•1000 PSL(NET AREA C0'PRESSIVE MASONRY STRENGTH Me•G0D P511 B. NATIONAL FOREST PRODUCTS A.oC4011a1 NATIONAL DESIGN Ivt 4 SEE AFiCNTECWRAL DRAIINH"•5 FOR REWIRED CONCRETE FW'++F4 Fs.Cc+r ATER FOR LLOOO CONSTRICTION 1 MORTAR SHALL ISE TYPE M OR 5 AND CONFORM TO ASIM O210 2 CIIN�D 0 ALL CONCRETE SHALL BE PPFDIATIY AFTER FRISHOG (PROPORTEN OR PROPERTY SPECFIGARO. C. O AMERICAN FL-TY °A 1 N..0,4TiO PLYWOOD DESIGN SP'ECEICATION 0 DATE DRAWN BT OPERATIONS N ACCORDANCE/LEN OE OF TIE FOLLa:A6 METHODS 3. COARSE GROUT SMALL CONFORM TO ASTI G416• al APPLY A 30i SODS LOUD MEMBRANE FOWLING C6EMICAL D. AMERICAN WOOD [�VERS AS•O-'IATICN STA40AJaS O TYPICAL SECTION AT EXTERIOR STEPS GIG` Pi ACCORDANCE LLDHASTMD'°g ) Ib�P�AT2BDAYS �4,4,5 4 b) PROVIDE MFDPUNS FD ORDA C COCFEiE N ACCORDANCE CE b) V4'FV xL121 J'MSC'E E. NATIONAL L Y®ER M41FAC WEX ASSOCIATION.NATIONAL DESIGNf GE WTI AG 30L cl H•_I•bLQ-P. NGATION FOR 511E55 rscnF Lu'�.R AN0 ITS PASTENPGS. B GENERAL C0/T54CTORF Is RESPONSIBLE FOR THE PROPER DESIGN Al. 4. r''F5 A).ST...ARDS 3. ALL TENSER c0NEC1IO1S ARE 10 BE MADE LEPG P5040RCATED 2,- JOB NuuBLx 20140414 C. AC1530/ASCE 5 'BUILDING CODE NT(3LTETENTS FOR MASONRY O N.T.S. CONSTRUCTON OF ALL FO M:ORd SHORN'AND RESNOR.0. STRUCTURES. CO IRCTOFS.TOE NAL.Wu MDT BE PERITED.SIEMIT MANFACTIFERS AG 530LA5=E b SPECFCATL?15 FOR FMASOBLI-STRUCTURES' DATA FOR APPROVAL FASTENERS TO BE A5 M✓rNFATW3ED BY NGIES• 4• DRAWING NUMBER SEVS04 OR APPROVED=UAL - A8.00 0 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Zoltan Gyorffy/Eclipse LLC Authorized Agent: Mary Valentine Gyorffy Project Location: 123 NE 1st Avenue, Old School Square Historic District HPB Meeting Date: May 6, 2015 File: 2015-138-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of an addition to the existing, one story contributing structure on the property located at 123 NE 1st Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H) and 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the east side of NE 1st Avenue, between NE 1st Street and NE •2nd Street, zoned (OSSHAD) Old School Square Historic Arts District. The property incorporates the south 19.10 feet of Lot 4, and the north 38.25 feet of Lot 5, Block 75, Town of Linton, and contains 0.177 acres. The 1,311 square foot one-story wood frame vernacular style residence was constructed in 1924, and the 774 square foot detached garage was constructed in 1993. In 2001, the Board approved the conversion of the existing single family dwelling to professional office use. Earlier this year a COA was submitted for new pool, landscape improvements, new privacy (8" block) walls, new decorative privacy fencing, a motorized rolling gate, and demolition of handicap entry ramp at the rear of the main building. The request was administratively approved. The current request is for a small addition (94 square feet) at the north side of the primary structure with a building footprint measuring 9'-1" X 10'-3" x 12'-0" high to house a toilet, sink, shower and a washer/dryer closet. The building and property will again be used as a single family dwelling. An interior doorway will be created that connects the addition to the primary residence and an exterior impact resistant single glass door will lead from the addition to the rear of the property. A single impact resistant casement style window measuring 2'-0" wide will be located in the west elevation and will be visible from the right of way. The stucco siding on the new addition will match the siding on the main residence, and the roof asphalt shingles will repeat those of the main roof. The request is also for the demolition of a small non-original shed roof appendage (4'-0" x 8'-0") at the rear and north side of the primary structure which is required to accommodate a new deck area. The appendage has its own roof and does not affect the existing main house roof. The subject COA for new construction is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the OSSHAD zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements. 123 NE 1slAvenue;COA 2015-138 HPB Meeting May 6,2015 Page 2 of 4 Requirement I Existing Proposed (Historic structure) (Additions) Lot Coverage (Maximum) N/A ( — i .012% Setbacks: Front(west) j 25'-0" 22'-6" 43'-7" Side Interior(south) 7'-6" j 7'-0" I NA { Side Interior(north) ( 7'-6" 15'-2" i 7'-6" Rear(east) 10'-0" j 61'-9" 80'-8" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements for the OSSHAD zoning district. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), 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. 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. (E)(2)(c)(4), Minor Development: The subject application is considered "Minor Development", the construction of a building of less than 25% of the existing floor area of the building and all appurtenances. STAFF COMMENT: The proposed addition measures less than 25% of the existing floor area and therefore positive findings can be made with respect to LDR Section 4.5.1(E)(c)(4). (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. (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. Those applicable Standards are noted below: Those applicable Standards are noted below: 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) 123 NE 15tAvenue;COA2015-138 HPB Meeting May 6,2015 Page 3 of 4 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) (E)(8) 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 all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition is to the side of the historic structure and offset from the front and rear planes of the original building. This provides the proper differentiation between the old and new construction. In addition, the compact size and scale render the addition subordinate to the main mass of the historic building. Replication of the siding and roof material creates a harmony with the existing historic building. The addition does not obscure the basic form and character of the historic building. There are no recommended design revisions to the style or decorative elements. • Based on the comments provided above, positive findings can be made with respect to LDR Section 4.5.1(E)(8). ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-138) for 123 NE 1st Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness (2015-138) for 123 NE 1st Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. — t 123 NEVI Avenue;COA 2015-138 HPB Meeting May 6,2015 Page 4 of 4 RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-138) for the construction of an addition on the property located at 123 NE 1st Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. f r ; a6 l �k �i NI • w♦ r..f WIM,� �� it 'e ;. 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PROPOSED LEFT SIDE ELEVATION 1/4" Sc. 1 OF SHEETS HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Marc Julien Homes, LLC Authorized Agent: Affiniti Architects, Benjamin Schreier Property Address: 222 NE 5th Court, Del-Ida Park Historic District HPB Meeting Date: May 6, 2015 File No: 2015-022 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a two-story, single-family residence on the property located at 222 NE 5th Court, Del-Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D) and 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION • The subject property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del- Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new, conforming lots. The 7,500 square foot property is zoned RL (Low Density Residential). The lot size is 62.50 feet x 120 feet. At the Historic Preservation Board (HPB) meeting of December 17, 2014, the Board reviewed the COA for the construction of a new 2-story residence on a newly created lot. The Board stated that the architectural design, size and scale of the house were not fitting to the neighborhood, and it overwhelmed the streetscape. The Board made a motion of continuation with the following recommendations; design the residence in an appropriate scale for the street and neighborhood, develop. Mission style architecture as an appropriate design style for the residence, make the size and scale of the garage in fitting with the streetscape and neighborhood, design a flat roof that is associated with the mission style of architecture. The current revised request is for the construction of a two-story, single-family residence consisting of 3,547 square feet (sq. ft.) under-air, (2,288 sq. ft. first floor, 1,259 sq. ft. second floor), plus an attached two-car garage at 484 sq. ft. The main frontal (south) elevation of the home contains a two story residence adjacent to a one story garage level. The one story residence continues behind the garage at the east elevation. The front arcaded porch designates the entry of the Mission-style inspired residence. The house and garage both have flat roofs camouflaged by a parapet wall. The front arcaded entry porch has a second floor balcony wall capped with clay tiles. The elaborated chimney top is also finished with clay tile. The second story,windows and the garage at the front of the residence (south elevation) are covered by decorative pent tile roofs. The first story windows are bronze-finish, aluminum, impact-rated, and consist of a mix of 4/1, 5/1, patterns, single-hung and of different sizes, as well as small square windows with no patterns. In addition there is one set of(4 panel) sliding glass doors at the north and west elevations. Shutters 222 NE 5"'Court,2015-022 HPB Meeting May 6,2015 Page 2 of 7 only occur at the front façade adjacent to the windows next to front door. The front door is rectangular in shape and has two adjacent fixed glass sidelights. The second story windows are bronze-finish, aluminum, impact-rated, and consist of a mix of 3/1, 4/1 patterns, single-hung and of different sizes, as well as small square windows with no patterns. No window shutters occur at the second story level. Additionally, one set of French (balcony) doors occur at the front elevation. Site improvements include a swimming pool at the rear, a covered loggia, and two gated entries to the back yard consisting of a 6' wood fence. Vehicular access to the property is provided via a driveway to the two-car garage, and a circular driveway. The subject COA and waiver requests are now before the Board for consideration. • SITE PLAN & DEVELOPMENT STANDARDS • Zoning and Use Review • Pursuant to LDR Section 4.3.4(K), Development Standards, single-family residential properties located within the RL zoning district shall be developed according to the requirements of the R-1-A zoning district, as noted in the chart below. Requirement Proposed } Lot Coverage N/A I 42.9% Open Space (Minimum) ( 25% 36.1% • Setbacks: Front(North) 25' ( 25' Side Interior(West) j 7'-6" j 7'-6" Side Interior(East) I 7'-6" j 7'-6" Rear(South) f 10' 10' Height(Maximum) I 35' I 23'-7" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements. Therefore, positive findings can be made. However, compliance with these standards is not to be construed to mean that the proposal is compatible and appropriate, as these regulations are applicable to properties throughout the City, whether within or outside of a historic district. Supplemental District Regulations Pursuant to LDR Section 4.6.9(C)(2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family (R-9 District) or RL District, no required parking space maybe located in a required front or street side setback. STAFF COMMENT: Two spaces outside of the front setback are required, which have been provided in the two-car garage, with additional parking accommodated in the circular paver driveway at the front. Therefore, positive findings can be made. 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. • 222 NE 51n Court,2015-022 HPB Meeting May 6,2015 Page 3 of 7 STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from both the rear (south) and side interior (west) property lines. The surrounding deck sits approximately 7'-6" from those property lines; the deck cannot be located closer than 5'to these property lines. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), 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. 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. (E)(2)(b)(1,3), Major and Minor Development: The subject application is considered "Major Development", as it is new construction in a historic district, and "the construction, reconstruction, or alteration of any part of the front façade of an existing contributing residential structure..." STAFF COMMENT: The proposed new construction classifies the subject request as"major development." (E)(3)(a)1.c., Buildings, Structures,Appurtenances and Parking; Fences and Walls: Fences and walls over four feet(4) shall not be allowed in front or side street setbacks. (E)(3)(a)1.d., Buildings, Structures, Appurtenances and Parking; Fences and Walls: Non-historic and/or synthetic materials are discouraged, particularly when visible from a public right of way. STAFF COMMENT: A wood, six foot (6') fence with gate is proposed on each side of the residence, significantly setback from the front façade, thereby meeting the aforenoted regulation. 4.5.1(E)(3)(a)1., Buildings, Structures, Appurtenances and Parking; Appurtenances, 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 222 NE 5th Court,2015-022 HPB Meeting May 6,2015 Page 4 of 7 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. • STAFF COMMENT: The proposal includes a two-car garage adjacent to the front of the two-story portion of the residence. The garage is setback eight feet (8') from the front "covered porch", and two (2') feet from the primary fagade. While there is not an alley at the rear of the property to provide an alternative orientation for the garage, the regulations also state that garages are encouraged to be oriented so that they are side loading or rear loading on the property and out of view from a public right of way. On smaller lots, the side orientation is typically difficult to achieve; therefore, the Board has accepted garages which are setback from the predominant portion of the front façade. The garage structures in the early 20th century were mainly free-standing buildings, and usually constructed in the same or similar architectural style as the primary structures. Most common of the early garage door styles were wood double leaf doors that swung out on hinges. In time, the garage has expanded as the size of the automobiles grew. Many of the garages in historic Delray Beach are located at the rear corners of the lots. Some are accessed from the streets down a long driveway, and others have a rear alley access. A new garage should be compatible with the style, materials and design features of the historic neighborhood where it is located. The garage should be the least prominent feature of the residence and its visual impact should be minimized in a historic neighborhood. Therefore, the garage should be recessed from the front plane of the residence. As previously stated, the proposed garage setback is currently shown as 2'-0" from the primary front elevation. A general guideline which strives to achieve a balance between an appropriate setback for a subordinate garage and historic residential site design is 9'-0", or half the distance of the required depth for a parking space. This measurement is not relevant to the required setback line; rather, it should be taken from the primary front fagade. Therefore, a revision is strongly suggested for the increased garage setback from the primary front wall plane of the residence. (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: In addition to the two-car garage and associated driveway, the proposal includes a front circular driveway. The driveway material is not noted in the application or on the plans. The provision of brick pavers is added as a suggested revision with these notes to be provided. Regarding screening of parking, sufficient landscaping should be provided to assist with screening parking within the circular driveway at the front. This recommendation has been added. 222 NE 5t°Court,2015-022 HPB Meeting May 6,2015 Page 5 of 7 (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. Those applicable Standards are noted below: 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) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district 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 and other criteria set forth elsewhere in Section 4.5.1. (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. 222 NE 5th Court,2015-022 HPB Meeting May 6,2015 Page 6 of 7 (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: 1. For buildings wider than sixty percent(60%) of the lot width (65'or more), a portion of the front façade must be setback a minimum of seven (7) additional feet from the front setback line. 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, 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. (E)(9)(a)Visual Compatibility Incentives, Open Air Spaces, in order to provide design flexibility for residential structures, as defined by LDR Section 4.5.1(E)(2)(a), that otherwise satisfy the Visual Compatibility Standards outlined in Section 4.5.1(E)(8), incentives for development shall include the following: 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. STAFF COMMENT: The proposed new construction strives to meet the criteria noted above and it is evident that the Boards recommendations were considered. The revised drawings do reflect the Mission Revival architectural style. This style of architecture is characterized by overall simplicity including large expanses of unadorned stucco, stepped parapets, covered entryways, and arched openings. The architect has created a front arcaded porch which has accentuated the front entry. Flat roofs are now concealed by stepped parapet walls. The window style and placement are complimentary to the "Mission" inspired residence, and enhance the building in general. • However, the following findings were made that require the following revisions: • The significant additional setback of the garage should be provided, as previously noted in the Staff Report and at the HPB meeting of December 17, 2014, as well as the addition of appropriate details to provide a compatible design within the historic district. • The front façade proportion is greater than that of other structures, on the same street, which are characteristically of a smaller scale.While the addition of two-story structures on a one-story street is not prohibited, when larger structures are added this is cause for more concern of the appropriateness and compatibility of the scale and overall compatibility. It should be noted that the additional front setback required for "Scale of a Building" is not applicable as the subject property measures less than 65'-0"wide (62'-5"). • The "revised" frontal arcaded porch does come closer to resembling the Mission inspired architectural style however, its heavy columned proportions appear generic in scale. Further detail to the columns could improve (lessen)the scale of the front porch. 222 NE 5u'Court,2015-022 HPB Meeting May 6,2015 Page 7 of 7 • The large variety of window sizes detract from the style of architecture proposed. The east and west elevations reveal four and five different size windows on a singular elevation. Further examination could simplify and unify the architecture and harmonize the house with its windows proportions. • Additionally, window shutters are not typically used on this style of architecture, nor are window sidelights adjacent to front entry doors. Based on the comments provided above, positive findings cannot be made, as the suggested revisions should be implemented and reviewed prior to Board action. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-022) for 222 NE 5th Court, 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 meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the condition that the new construction permit not be issued until the permit for the relocation and demolition permits are also released, as approved with COA 2015-046. C. Move denial of the Certificate of Appropriateness (2015-022) for 222 NE 5th Court, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Continue with the following direction: 1. That the garage be further set back (at least 9'-0" from the primary wall plane) and subordinate from the principal portion of the residence; 2. That the garage door material and design reflect the Mission-style architectural theme; • 3. That the front arcaded porch represent a lighter scale (massing) by using a more appropriately scaled decorative rounded or turned stone column, or wood column/architectural element in keeping with Mission-style architecture and proportions; 4. That the proposed west elevation (represents 5 different window sizes) and east elevation (represents 4 different window sizes) be examined, and the number of sizes be unified; 5. That all window shutters are removed at the front elevation in keeping with the continuity of the proposed design. 6. That the front entry door have no sidelights, and that a singular or segmented light be incorporated into the wood door and or the addition of a half circle window or impression of, be added above entry door in keeping with the Mission-style architectural theme; 7. That decorative tile or stucco air vents could be added to the front façade and other elevations in keeping with the Mission-style architectural theme; 8. That all fencing, existing and proposed, be provided on the site plan with heights and materials noted; 9. That brick pavers be noted on the plans for the driveway material; and, 10.That sufficient landscaping is provided to screen the circular driveway parking, with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner during permitting. . .., , - ,' 1 41if 1 O �\+ - 4 • .,,,, , i;-- ' , ' , iii- p , 0".- . ' , ii ,_ IL -'- .... . 4. , jp • •• w•N� � n * IA, r w' / wI, I '! t�I _ iW *,; ? l 1�I • a • � , , . 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S C # { ; }Y -tir-'',2-i,----71-1}!-”:1-'7'.-7'--'7 s...-i- '; '' '--7i'; ' F > .k'�1Ft'' ti • • _ . � i ii • , .L. . s it M i . : l fir - - - i i, ,r �-� - \.4\voimbh1/4 .. , -7 — N. ii { €_ ti. ..r . , I • if ii ©2015 Google https://maps.google.com/maps?q=218+NE+5th+court+delray+bch+fl&sll=26.470568,-80.... 4/27/2015 DeIrc4m=ich Historic Preservation Design Guidelines 46, • Window types and patterns, as well as their general placement, Setbacks,alignment,and orientation should be similar to surrounding buildings. IIp • The horizontal rhythms between the buildings also should be le maintained. 'lop' Iliiii Center building, compatible • 2L--"� /\ EF �� window types and alignmentIrd ®al® ® ® B ® ® ❑ ® ®®® ❑El Compatible lig IR NH pi OF MIL R[LDFIIC{ �- 1 � „_ • • VJ — — Center building,incompatible window types and alignment 9IIr II ,'- OP ®®ES B I l� I ® 11116e. two EMI 03 ES Ed MI 7 L r veI j 00 „in., _ lmooml,. TOO TOO FAR Window types,alignments,and rhythms BACKAR AN FORWARD Incompatible • The side and rear setbacks of the new construction must be met and aligned with the façades of the surrounding buildings. • The orientation of the main elevation to the street also should be 11‘ C-6 4;2 respected. it,,,,,cr,,,,, re1,The character of the massin .. � 1• g should be compatible with the Irlil.''' surrounding buildings. Massing means the geometric relationship of the building's component parts. • Vol • Streetscape elements such as the divisions between stories, porch !� heights, and the alignment of windows and windowsills should be extended to the new construction. , ; U ' , .., ii. ...,,,, ...:, _____ ,,,,„ Compatible massing(top)and incompatible massing(bottom) 50 V 0) Delray Beach Historic Preservation Design Guidelines •' I RECOMMENDED APPROACHES TO II NEW CONSTRUCTION The height of any new buildings should be similar to those of other II, buildings along the streetscape. 1 0 • The new construction shall be compatible with the width of the 0; surrounding buildings. k • Materials should be compatible in quality, color, texture, finish and dimension to those commonly found in the historic district. ,�` ?.-1 (NAP.' ht(+�ultV°�1 � 113'3 :� :+, �1 j4jiPft'l�i� 4 l�r9t N�' '. '��'it It't`��• tr :64' b .`I, • tir r r r s _ , Alp , II � f,,t(k J. / , �tket at'* j i ' ' ;ktt ,, O. 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't:...• t rc stt' � Y ri' 7 r �yyyy 7. ...- I . i ate .� -- — — FJir ,-tt"* R. .T..,' p t� j r'i it i 1:: l I111111111 MM 111111011111 :, .,,' .k!' i sad f,.. . ;„:„'; ...., H I I . 1 1 ..„,.. j t�' TJr 5; Spanish Eclectic Revival, ..4V one-and two-story covered porches, "One and two story covered: eli:': ry P Y Porches" ,? usually on rear facade,sometimes serve ,,� (Ref:A Field Guide to American Rouses :fin . : exterior hall in temperate climates \Vic i,f;;:. \ g nia and Lee McAlester, 1993) .i ✓1; exterior stairs`11'• SITE CALCULATIONS NORTH ARROW SIREEISCAPE ALONG NE 5TH COURT LOOKING SOUTH Project Number ZONING,RL FOLLOWS R-I-A DISTRICT REGLLATI0 S 14 %6 LOT AREA 7,500 SF. MAX FAR-LOT AREA X 35 2.625 SF.—NOT APPLICABLE FOR THIS DISTRICT LEVEL ONE AC. 2.288 SF. LEVELTWO AC. 1,259 SF. GARAGE•1002 484 SF. � Ct COV.ENTRY•0% 0 SF. __ TOTAL FLOOR AREA FOR CALC. 4,031 SF. lul IIII U U MAXIIOWLOTCOVAGE ■ I1 (301 OF LOT AREAI M I -� 7.500 SF.X 30 2250 SF.—NOT APPLICABLE FOR THIS DISTRICT n 91111111' r Q a PROVIDED LOT COVERAGE 3221 SF. 8 6 8 j Ill IIIII MI flfl11 URI •I■ ®M® +t = B ® B Q .--r ^ QPEN SPACE cn (252 OF LOT AREA REQUIRE)) 1,875 SF. OPEN SPACE PROVIDED 2710 SF. 36.8 AREA L! LPPER ROOKS S I NOT BE GREATER THAN 752 OF FIRST FLOOR 226 NE 5iI1 Court 222 NE 5tl1 Court 238 NE Stfl Court 210 NE 5fl1 Covet 200 NE 5th Gaut ,4 0 75 X 3221(AR A Cr'FIRST FLOOR)-2418 SF. SEE ATTACHED SURVEY C.) x AREA OF SECOND FLOOR•1259 SF. FORLEGALrpfl vs•ra ct g • LOCATION MAP ' • p { = I 1 I s.. Cd 1 , LOCATION 1 I I II A OF PROPOSED I I ( 1 u I 1 RESIDENCE I I t. L , r �� A A 4 - 0 230Cr®.rT I I 8 1 a g I I • )-4 g co 1 I I , 1 , I IZ : 4 ; — -r 1 izo oo' ,_- MI __ + 1 > . 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A n: _;.ram .. I,' - - . WEST ELEVATION 222 NE 5TH COURT DELRAY BEACH, FL BY: MARC JULIEN HOMES A F F I N I "I' I a ri c lr i i c c t s - I NORTH ELEVATION i_il II' _._ ._ , , . :, tim II ,_ : .,:.,... :,.. ,.. . .., i EAST ELEVATION 222 NE 5TH COURT 1 DELRAY BEACH, FL BY: MARC JULIEN HOMES • A F F I \ I '1' I a ,; , b , , r , I , ,2015 HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH ---STAFF REPORT--- MEETING DATE: May 6, 2015 ITEM: 701 NE 3rd Avenue, Del-Ida Park Historic District Consider a Certificate of Appropriateness, Class V Site Plan, and Wavier Requests (2015-122) for the conversion of a Single-Family Residence to Office Use and associated site improvements. /`\� of c. GENERAL DATA: �` 4 I ST. •�qy �w I I l i w I Owner Hope Walk Foundation, LLC I 1 Applicant Southern Development Services, Inc. N.E. 10TH ST. Location Between Royal Court and George _ I I � ,_ 0-9 _ Bush Boulevard, on the east side of NE 3`d Avenue. �� IN.E. 9THi ST. MN MIS Property Size 0.32 Acres I Future Land Use Map.... TRN (Transitional) I z - urrent Zoning RO . (Residential/Office) GEORGE BUSH BOULEVARD o I Adjacent Zoning...North: RO .�,Ps 1 East: CBD o°J I 1 (Central Business District) � I ' A South: RO o�} - West: RO N.E. 7TH ST.Q� z z •Existing Land Use Single Family Residential ° II m m Proposed Land Use Office °�P� 1IL o� 5TH TERR. I N.E.i „ 6TH ST. Water Service Existing on site. I ' - Sewer Service Existing on site. - I - 5TH CT. — I Tlij,cc? I of z- 5TH ST. I y. — _ __ 1d 41 vi N_ 4: 4i I — Z N.E. 4 ST. a— ' N._ ` ITEM BEFORE THE BOARD The item before the Board is consideration of a Certificate of Appropriateness (COA), Class V Site Plan, and waiver requests for 701 NE 3rd Avenue, Del-Ida Park Historic District, pursuant to LDR Section 2.4.5(F). BACKGROUND AND PROJECT DESCRIPTION The subject property consists of Lots 25 and 26, Block 13, Del-Ida Park, and is zoned Residential Office (RO). Located on the east side of NE 3`d Avenue between George Bush Boulevard and Royal Court, the property is within the Del-Ida Park Historic District. A circa 1961, ranch style single-family residence exists on the site; the structure is classified as contributing to the Del-Ida Park Historic District. At its April 19, 2006 meeting, the Historic Preservation Board approved a COA for the following: • Demolish approximately 344 square feet containing a carport and storage area; • One-story addition to the north (side) and west (front) elevations containing a combined square footage of 921, including a one-car garage; and • Landscape plan. The approved improvements were completed. At its meeting of September 17, 2008, a COA and Class V Site Plan for the adaptive reuse of the single-family residence to office use was approved by the Board. The approval consisted of site improvements relative to parking, site lighting, and landscaping. No alterations to the structure were proposed at that time. Two waivers to the landscape buffer and driveway width requirements were approved by the City Commission at its meeting of October 7, 2008. The approved use was never established on site as the required improvements were not completed, and the approval expired in 2010. The current request, which is similar to the approved site plan from 2008, seeks to establish office use on the site through the adaptive reuse of the single-family residence. Site improvements include the provision of seven (7) parking spaces to the rear of the property accessed by the existing driveway, all of which will be finished with brick pavers, site lighting, and landscaping. A 3' high wood picket fence and gate is proposed to enhance the front elevation and entry from NE 3`d Avenue. Waivers associated with the driveway and landscape requirements have been requested as follows: • LDR Section 6.1.3(D)(3), to reduce the required driveway width from 24' to 12' along the north property line, and to reduce the parking lot driveway aisle from 24' to 20'. • LDR Section 4.6.16(H)(3)(d) to reduce the landscape strip along the north and east property line from 5' to 3'3" on the north property line, and approximately 2' on the east property line, adjacent to the railroad. • LDR Section 4.6.16(H)(3)(d) to reduce the landscape island at the north of the parking from 9' to a range from 3' to 7'. The existing colors consist of a pink body with white trim; the proposed scheme consists of a "Mindful Gray" for the walls with "Repose Gray" in the gable ends, white fascia and fence, with "Teal Ocean" shutters. The COA, Class V Site Plan, and Waiver requests are now before the Board for consideration. 701 NE 3"'Avenue,Hope Walk Foundation,2015-122 HPB Meeting MayC 2015 Page 2 of 1 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 4.4.17(F), Development Standards, the development standards as set forth, for the RO District, in Section 4.3.4 apply. Standard Proposed Lot Coverage (Max) 40% 19.08% Open Space (Min) 25% I 43.65% STAFF COMMENT: The chart above illustrates compliance with those applicable development standards which are being altered by the proposal. There are no changes to the existing building which would change the existing height or setbacks, therefore those measurements remain as exists and are not included in the chart above. Given compliance with the proposed Lot Coverage positive findings can be made. Pursuant to LDR 4.4.17(G)(2), parking required for business, medical, and professional offices shall be at the standard of one space per three hundred square feet of net floor area (1/300). However, this requirement may be reduced to 1/400, or at least by one parking space, when there is a mix of residential and office use in the same structure or for an existing structure on a property located within a designated historic district or an individually designated historic site. STAFF COMMENT: The building's square footage measures approximately 2,085 square feet; utilizing the gross square footage, five (5) parking spaces are required, whereas seven (7) spaces have been provided. The 7 spaces are located to the rear of the property and consist of 6 standards spaces and 1 handicap N, space. Thus, the parking requirement has been met. 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 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 three (3) freestanding light fixtures on site: 1 within the parking area to the rear, and 2 within the driveway on the west side of the structure. The fixtures measure approximately 18' in height to the bottom of the "hood". There are also two wall mounted fixtures on the building: one on the front elevation in the gable end adjacent to the driveway, and one on the rear elevation. The height of the hood is of concern as it may appear to be out of scale for the site and should be reduced; however, the reduction in height would require at least one additional fixture to ensure that the appropriate amount of lighting is provided. It is preferred to maintain the three fixtures at 18', as opposed to adding fixtures, albeit at a lower 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. 701 NE 3`''Avenu2.Hop Wa'!;Four:d7tion,2015-122 HPB Nic= tine May 5,2015 Page 3 of 12 Pursuant to LDR Section 4.6.8(A)(3), Illumination Standards: The applicable illumination standards are as follows: Foot Candles Max Permitted Min. Permitted Provided Commercial Parking Lot 12 i 1.0 4.8-.8 STAFF COMMENT: The submitted photometric plan illustrates minimal spillover to the adjacent properties and lower levels to minimize an impact on the neighborhood and residential properties in the area. The photometric plan also appears to be in compliance with the Illumination Standards listed above, and within an appropriate foot candle range given the neighborhood where it will be located, where residential uses remain on adjacent properties. Pursuant to LDR Section 4.6.9(C)(1)(c) and Transportation Element Policy D-2.2 of the Comprehensive Plan, a bicycle parking facility shall be provided. STAFF COMMENT: A bicycle rack has been provided at the rear of the property between the parking and the structure, and consists of a standard "potato masher" design to accommodate a ,maximum of 5 bicycles. The finish is powder coated red. Bicycle racks in historic districts, particularly with adaptive reuse projects, should be more decorative and in keeping with the building design and not of a standard design. However, the proposed rack is at the rear of the property and will not detract from the historic structure. Pursuant to LDR Section 4.6.6(C)(1), dumpsters, recycling containers and similar service areas must be enclosed on three sides with vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. STAFF COMMENT: Roll-out bins will be provided within the garage which will be utilized for storage associated with the office use, and accessed on the interior of the building. 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 20'for a private driveway which has less than 200 ADT(Average Daily Trips). STAFF COMMENT: The proposal includes a widened apron measuring twenty-four feet (24'), which connects to the driveway and is reduced in width to twelve feet (12') as it run along the structure. The driveway to the rear of the property, adjacent to the parking spaces, measures twenty feet (20') wide. A waiver to reduce the driveway width has been submitted. The site plan notes the provision of a mirror on the east most light pole to assist with driveway clearance for those both within the driveway and in the parking area. 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. 701 NE Avenue HopeWa!i;Found.t:� 2015-122 HPB D o ii ,M 6,20' •pagE •of 12 STAFF COMMENT: The Landscape Plan has been reviewed and found to be in compliance subject to approval of the requested waivers associated with the required buffer and landscape island widths. A majority of the existing landscaping will remain on site, particularly where no improvements are proposed. The new landscaping which is intended to provide a buffer between adjacent properties and the driveway and parking areas will be enhanced with White African Iris, Simpson Stopper, and Christmas Palms. Technical Review—Engineering The subject application has been reviewed for technical compliance by the Engineering Department and was found to be in compliance. 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)(c)4., Major and Minor development: The subject proposal is classified as Minor Development as it is "The construction, reconstruction, or alteration of less than twenty-five percent (25%) of the existing floor area of the building and all appurtenances. For 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." STAFF COMMENT: In accordance with the criteria above, the subject proposal has been review as Minor Development. 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. 701 NE 3"Avenue Hcce Wa:!:Fcundatio: ,2015-,22 HPB Meeting Ma;,6,2015 Page 5 of+2 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 rear of the historic structure, utilizing the existing apron and driveway. The use of brick pavers will assist in softening the impact of additional hardscaping required for the widened apron and parking at the rear. 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) 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 an office use which necessitates minimal alterations to the building, while the site's alterations are primarily located to the rear of the building. Last, the character will not negatively impacted. 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: A review of the Visual Compatibility Standards was made and the proposed site improvements were found to be in compliance with their intent. The change of use is appropriate and provides for the adaptive reuse of the structure as an office, while minimizing the impact of the required improvements on the property and historic district as a whole. 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. 701 NE 3`°Avenue.Hops Wall:Foanda[io:, 2015-122 H'S M-.&lc;r;ME;) o,20'5 Pace 6 of"•2 (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 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 24'for a normal two-way private street or parking lot driveway aisle, or 20'for a private driveway which has less than 200 ADT. STAFF COMMENT: The applicant has requested a waiver to the aforenoted requirement to reduce the driveway along the structure from 20' to 12', and for the parking lot driveway aisle from 24' to 20'. The submitted justification for the request states, "...the Board should make a positive findings since this request will result in low impact since most of our visitors are by appointment and there would be minimal traffic,...and would not be a special privilege in that the same waiver would be granted under similar circumstances on other properties for another applicant or owner." The need to reduce the driveway width is supportable in that the structure exists on site, and its location in relation to the property line where access is granted to the rear of the property line is limiting. The applicant has provided the maximum width possible along the north property line which is 12', and is compliant with the minimum required width for a one-way drive aisle. The width of the driveway perpendicular to the parking spaces is proposed at 20'; this width is acceptable for for driveways under 200 ADT where there isn't parking adjacent to it. However, there are a minimal amount of spaces which decreases the amount of traffic at the rear of the property. A mirror is proposed to assist with visibility between the driveway and parking lot aisle. In reviewing the waiver criteria, the granting of the subject waiver will not adversely affect the neighboring area as the reduced driveway width at 12' is appropriate in maintaining the residential character from the front, and the lesser width at the rear will also not have an impact on the neighboring area. An unsafe situation is always possible when reducing vehicular travel way widths; however, with the limited traffic to the site, and the provision of the mirror, the granting of the waiver should not create an unsafe situation, while assisting in the adaptive reuse of a historic structure. This same waiver has been granted under similar circumstances where the historic setting of the property has limited the ability in complying with today's requirements. The reduced widths lend themselves to the historic character of these properties, as well. Based upon the analysis above, positive findings can be made with respect to the subject waiver request. Pursuant to LDR Section 4.6.16(H)(3)(d), a landscaped barrier shall be provided between the off-street parking area or other vehicular use area and abutting properties...This landscape barrier shall be located between the common lot line and the off-street parking area or other vehicular use area in a planting strip of not less than five (5) feet in width that is free of any vehicular encroachment, including car overhang STAFF COMMENT: The applicant has requested a waiver to reduce the landscape buffer along the north side of the property from 5' to 3'3" and from 5' to 2' along the east side of the property adjacent to the parking spaces. The submitted justification for the request states, "...the Board should make a positive finding since this request will not adversely affect the neighboring area...and would be granted under similar 701 NE 3`1 Avenue, Hope Wal Foundation.20;5-122 HPB Meng 6 2015 Page 7 of 12 circumstances on other properties for another applicant or owner." The reduction of the landscape buffer where necessary to accommodate the driveway and parking for the adaptive reuse of the property is supportable. The reductions are the minimum necessary for the accommodations, and do not span the entire property lines along the north and east. Further, the reduction of the buffer along the east property line is supportable in that the FEC Railway is located to the rear of the property and will not be affected by the visibility of the parking area. In reviewing the waiver criteria, the reduced landscape areas will not adversely affect the neighboring area, as it is assisting in the adaptive reuse of a historic structure, and there is sufficient space to assist in buffering the property within the remaining space. The landscape buffer along the north side is reduced in order to maximize the driveway width, thereby assisting in diminishing the creation of an unsafe situation. Last, similar waivers have been supported and granted when appropriately associated with the adaptive reuse of a historic structure. Based upon the analysis above, positive findings can be made with respect to the subject waiver request. Pursuant to LDR Section 4.6.16(H)(3)(i), landscape islands which contain a minimum of one hundred thirty-five (135) square feet of planting area, with a minimum dimension of nine (9) feet, exclusive of the required curb, shall be placed at intervals of no less than one landscaped island for every thirteen (13) standard parking spaces. STAFF COMMENT: The applicant has requested a waiver to reduce the landscape island at the north side of the parking area from the required 9' to a range of 3' to 7'. The submitted justification for the request states, "...the Board should make a positive finding since this request will not adversely affect the neighboring area...and would be granted under similar circumstances on other properties for another applicant or owner." The reduction of the landscape island at the end of the parking row is supportable in that it is at the rear corner of the property, adjacent to the FEC Railroad and the rear of another adaptively reused property. The reduction is minimal and assists in reusing the existing paver area to the rear of the property, rather than expanding the hardscaping further towards the south which would result in less open space. In reviewing the waiver criteria, the reduced landscape areas will not adversely affect the neighboring area, as it is assisting in the adaptive reuse of a historic structure, and there is sufficient space to assist in buffering the parking area within the remaining space. Further, the reduction will not create an unsafe situation. Based upon the analysis above, positive findings can be made with respect to the subject waiver request. 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. 701 NE 3" Aven_ H� °.'_'!; nde;:or,2015-',22 I.F-B 205 Pac;e8of12 (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 Future Land Use Map designation of Transitional (TRN) and a zoning designation of Residential Office (RO). Pursuant to LDR Section 4.4.17(B)(3), within the RO zoning district and business and professional offices are listed as permitted uses. Therefore, positive findings can be made with respect to LDR Section 3.1.1(A), 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-I of the Comprehensive Plan. STAFF COMMENT The applicable Concurrency items are noted as follows Water and Sewer: Water service exists via service lateral connections to the 6" water main along NE 3rd Avenue. Sewer service exists via service lateral connections to a 8" sewer main along NE 3rd Avenue. Adequate fire suppression is provided via an existing fire hydrant on the southwest corner of the subject property. 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. Based upon the above, positive findings can be made with respect to this level of service standards. Streets and Traffic: The anticipated traffic increase is 52 new daily trips (7 new am peak hour trips, 1 new pm peak hour trip). However, Palm Beach County Traffic Division has not yet made a determination regarding the additional trips. This has been added as a condition of approval, as the applicant needs to obtain this from Palm Beach County. Solid Waste: The proposal calls for a conversion of a single family residence to an office. Trash generation is based upon the worst case scenario of office use. Trash generated each year by the proposed 2,085 square foot office will be 5.63 tons of solid waste per year (2,085 x 5.4 _ 2,000 = 5.63). The trash generated by the existing single family home is 1.99 tons of solid waste per year resulting in an increase of 3.64 tons per year. The Solid Waste Authority indicates in its annual report that the established level of service standards for solid waste will be met for all developments until 2024. Therefore, a positive finding can be made to this Level of Service standard. Drainage: A preliminary drainage plan has been submitted indicating that drainage will be accommodated on-site via swale areas and 4' x 3' deep rock trench below the paver brick driveway area towards the southeast area of the parking spaces. There should be no impact on drainage as it relates to this level of service standard. (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 conditions. • 701 NE 3f°Avenue,Hone walk Fonnd.ortion,2015-122 HPB Meeting ivia:y 6,2015 Pace 9of12 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 office is consistent with the subject Objective. With respect to the adjacent land uses, the property is surrounded by a mix of uses, including offices and 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: 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 request and recommended approval at its April 23, 2015 meeting. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the request for the Certificate of Appropriateness and Class V site plan (2015- 122) for the property located at 701 NE 3rd Avenue, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the request for the Certificate of Appropriateness and Class V site plan (2015-122) for the property located at 701 NE 3rd Avenue, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the 701 NE 2'd Avena: Hop::'.°s.ik Founaa',on,2C15-122 HPB Meeting May 5.2015 Page 10 of 12 Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative. See above.) STAFF RECOMMENDATION By Separate Motions: Site Plan Approve the request for the Certificate of Appropriateness and Class V Site Plan (2015-122) for the property located at 701 NE 3`d Avenue, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the condition that the Palm Beach County Traffic Division provides a determination statement of compliance prior to site plan certification. Landscape Plan Approve the request for the Certificate of Appropriateness and Class V Site Plan (2008-187-SPF-SPR- CL5) for the property located at 701 NE 3rd Avenue, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in LDR Section 4.6.16 subject to the approval of the requested waivers. Waiver-LDR Section LDR Section 6.1.3(D)(3), Driveways Approve a waiver to LDR Section 6.1.3(D)(3), to reduce the required driveway width from 24' to 12' along the north property line, and from 24' to 20' for the parking lot driveway aisle, based upon positive findings with respect to the LDR Section 2.4.7(B)(5). Waiver-LDR Section 4.6.16(H)(3)(d), Landscape Buffers Approve a waiver to LDR Section 4.6.16(H)(3)(d) to reduce the landscape strip along the north and east property line from 5' to 3'3" on the north property line, and approximately 2' on the east property line, adjacent to the railroad, based upon positive findings with respect to LDR Section 2.4.7(B)(5). Waiver-LDR Section 4.6.16(H)(3)(i), Landscape Buffers Approve a waiver to LDR Section 4.6.16(H)(3)(d) to reduce the landscape island at the north of the parking from 9' to a range from 3' to 7', based upon positive findings with respect to LDR Section 2.4.7(B)(5). Report Prepared By:Amy E. Alvarez, Senior Planner 701 NE 3`d Avenue Fo^r-,` !-ik Foundation,2015-122 HPB M€ ting P:1.�v' 2015 Page 11 of 2 APPENDIX A STANDARDS FOR 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 X Meets intent of standard 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. Vacant property shall be developed 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 X Meets intent of standard Does not meet intent . 701 NE 3`d Avenue,Hope' Foundu foil.2015-122 HI-B Mecung Iv1:_y 6,2015 Page 12 of 12 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 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 — Subject to approval by the Palm Beach County Traffic Division. 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 Southern Development Services, Inc. March 16, 2015 Ms. Amy E. Alvarez, Historic Preservation Planner City of Delray Beach 100 NW 1sr Avenue Delray Beach, Florida 33444 Re: Waiver Requests 701 NE 3rd Avenue Delray Beach, Florida Dear Ms. Alvarez: In conjunction with our HPB COA& Class V Site Plan Application, and in accordance with LDR Section 2.4.7(13)we hereby respectfully request the following waivers be granted: 1.Minimum Width of Driveways:Pursuant to LDR Section 4.6.9(D)(3)(b) a waiver is hereby requested to allow a reduction in the required two-way driveway minimum width from 24'to 12' along the north property line and to at least 20 ' at the rear of the property. Pursuant to Section 6.1.4(c)(1), a two-way driveway shall normally have a width of twenty- four feet(24'). In instances where there are no points of conflict in the immediate vicinity of the driveway and the internal circulation system, the width maybe approved at a minimum width of twenty feet(20'). One-way points of ingress and egress shall have a width of twelve feet (12'). We feel that the Board should make a positive finding since this request will result in low impact since most of our visitors are by appointment and there would be minimal traffic, this request will not adversely affect the neighboring area, does not create an unsafe situation and would not grant a special privilege in that the same waiver would be granted under similar circumstances on other properties for another applicant or owner. 2. Perimeter Landscape Requirements:Pursuant to LDR Section 4.6.16(H)(3)(d)a waiver is hereby requested allowing a reduction in the required landscape strip along the north and east property line from five(5)feet to three(3)feet on the north property line and approximately two (2)feet on the east property line, adjacent to the railroad. Pursuant to Section 4.6.16(H)(3)(d), a landscaped barrier shall be provided between the off- street parking area or other vehicular use area and abutting properties. The landscape barrier 1120 S. Federal Highway#200,Delray Beach, Florida 33483 Phone 561-278-3100 Fax 561-278-3199 Southern Development Services, Inc. may be two (2)feet at the time of planting and achieve and be maintained at not less than three (3)nor greater than six(6)feet in height to form a continuous screen between the off-street parking area or vehicular use area and such abutting property. This landscape barrier shall be located between the common lot line and the off-street parking area or other vehicular use area in a planting strip of not less than five(5)feet in width. Duplexes may be permitted to reduce the perimeter planting strip to two and one-half(21/')feet in width in cases where lot frontage is less than fifty-five(55)feet. In addition, one(1)tree shall be provided for every thirty(30)linear feet of such landscaped barrier or fraction thereof. We feel that the Board should make a positive finding since this request will not adversely affect the neighboring area, does not create an unsafe situation and would not grant a special privilege in that the same waiver would be granted under similar circumstances on other properties for another applicant or owner. Thank you for your consideration. Sincerely, Zengage President Waiver request-701 1120 S.Federal Highway#200, Delray Beach, Florida 33483 Phone 561-278-3100 Fax 561-278-3199 Southern Development Services, Inc. April 22, 2015 WAIVER REQUEST Ms. Amy E. Alvarez, Historic Preservation Planner City of Delray Beach 100 NW 1st Avenue Delray Beach, Florida 33444 Re: HPB COA&Class V Site Plan Application 701 NE 3'i Avenue Delray Beach,Florida Dear Ms. Alvarez: In conjunction with our HPB COA & Class V Site Plan Application, and in response to Community Improvement comment number 1 by Peter Anuar dated April 3, 2015,we hereby respectfully request the following waiver be granted: Minimum width of Landscape Islands: Pursuant to LDR 4.6.16(H)(3)(i) a waiver is hereby requested to allow a reduction in the required landscape island at the northeast corner of the parking lot, from a minimum width of nine feet (9") to three feet one and one half inches (3'1 1/2"), and a minimum square footage from one hundred and thirty-five square feet (135 SF) to one hundred eighteen square feet (118 SF). A drawing depicting the proposed landscape island is attached. Pursuant to LDR 4.6.16(H)(3)(i) landscape islands are required to have a minimum width of nine feet(9'), exclusive of curbing with a minimum planting area of one hundred and thirty- five square feet (135 SF). We feel that the Board should make a positive finding since this request will not adversely affect the neighboring area, does not create an unsafe situation and would not grant a special privilege in that the same waiver would be granted under similar circumstances on other properties for another applicant or owner. Thanks you for your consideration. Sincerely, • Zengage President 1120 S.Federal Highway#200, Delray Beach, Florida 33483 Phone 561-278-3100 Fax 561-278-3199 701 NE 3 $venue 1 • I.• „"' • • ,• •*1...',IJ i.i', ' ,"'.',,;•14,11i,.'110 ;1'.1 •• , '." ' I, - ,::,.... ',.. "I'll...•,'„. • •„; ::' ',',-, ,. 1,).,,, •,. ' 1,..'•,. ,:-',..,:!" ' ‘13,,e'aivcs ' '. ,i,,,p .1,1° ,.., t:', • . 1,,, i r .•-•.,i,). .. .. ,t*, •:...p. . ,, ,.. , . .,,.. . . 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L.: jIII LOT 26,BLOCK 17 1 • I • O F>......mWEDon snPwIED , PP SITE DATA: ' I 1f PROPERTY ADDRESS:701 NE 310 AVENUE,DEIRAY BEACH,R_ORIDA rFLOOD ZONE:'' I / 1 1 AAA' FS DESCRIPTION:S E SURVEY Perez I N 2PRPSW: 1 ZONING 0t4TRIC1:RO-DEL WA PARK HISTORIC DXSTRIG �i ' I y '\ rts6¢mtNuazF 1 If>,`^/;., MKT FXE LOT ZI,BLOCK I3 � T �F Dvavuw< LAND use I KM - ` lOL1TYYiAS PEA tiry 115Ed OCCUPANCY:f-�OUPB-BUSINESS i mA:A��E ij;>.r<- _ PntRyETRrsruN 2 FAYDs PROPSITY UNE 9.T i as.Pa.es.... X ;.�r%��;�.,A o _ — N t9'R W_E_�' Nam' Wu 102 uon ar+aRsw - H XId22.020 li I _. .— -. _—, ——_ - SITE PLAN wFORMATTON WAS TAKEN FRD6KSURVEY PERFORMED BY CavY,o7tl iVAlaeJeC Inc,JORY6952 DATED JANUARY 25, AAo vzssa awiw0.y0.c+ie+.00.0PH -1 I i LOT REOUIREYENTS: Oen /I - '' I - -_ R :J_ ' ---- - .- E—--- '� I REQUIRED EXISTING PROPOSED Aces ( i �_e 'MGAFL.E `_.O. 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J `111 (t(( I I 7 T I d 1 Al., I jy I i I I r l iJ T l 11 1 I ti (�(I` I A I I _ �� ((� j I 3 j 1 _ F- LL �,I�tII�II 1 1111 /(; Iriiiiiir � � I) , � �'�I II �(I� ' 1 I� 'I �I I II�114' �'I-i t1��1 I Il� ll; 'll: I'�� _ _ • f II o I ', I I { d Q((('((pItl( L I tl ) I )''(j 7III I : : ■ �p I 1_LE' I ILL'S„ l I r� _ - Ii � L __� ,) OFFICE721III Ii?ii , i of41 ' p� I� �I/ I I Ill :' )p I. 11.1.�� 1r n 1 . Ihl ILll _ ,�I I' 11It . II ffII I Id,,s` N �T1, III I'I I I QTI I i.{I IIluI IU : I A ,4e .555, :1'-Ir,i ® O� 1DIFYIrd iI°I.:••-v 'ZI�`��ip�� I�):��Ii��J I �ti�h �,1 I t 5 � I,1�«��I Ilr �r 'Ii,I� ' `14 I �I�1'L11 T�.fT:• ,ti'Id'Iti4''M�i 11,I (Ill! t = _ �_-j 1 n T O z t , — Y-V-r OFFICE#4 _ ProPaSEDpmoNAL '.. I _- ) - 1v- .1. - � RRUREFRONT DOOR \ 1 = I - 1- � U ❑❑ I - SM'INC OIfr.\\1lIE y.-.. `-. ) _ ..UU FACTOIHAPPl1ED FI141. )ECIEFOOR Q Q EXt5i1NGlNHITE A(IIM. S�SRERAN PoRALL O UP 1 �- DOORS rot RDA.mP lvf ,} �v) ;1 i.l:.11. I wA YWAY3 AND RAlR3 ll i, '.I,l i':I'1i;1 IsiL- lali tI.I.i iT:i:.::n \ f —_ _ 1 I _ a-. lift 3l.AN I ,�,d 1 SM. J. 1Sd (•O �f } cr V"' � 1 � � O k INTERIOR DOORS SCHEDULE LEGEND �`/1 cr 3 5 1 5 4 37YP. 5 4 5 4T}P. • - NORTH ELEVATION(SIDE) ® TYPE WIDTHXHEIGHT I MATER SILL REMARKS ® EUSn.,p DRER,GRWMLLTGREwrl _ E EXISTING DR. - - - - TO REMAIN EIMSENI NEW EXTEROR NFUWALL. () W . EXISTING PAINTED COSTING PARTED COMM PANTED EXISTING PAINTED EY1STNG ASPHALT DG6TM]I LL^I'HST 2 SINGLE 0R 3068 - WOOD MTWS S.C.WI SELF CLOSURE EXISI+NG NTFPIOl1 BE TIEVGVED STUCCOWER CALL DOOPATNE SHUTTERS W000 SONG TO WOOD FASCIAM SHNGIES GREY TO C____J TO REM NMI TO REMAIN LINE REAAN(TM REMAIN MINN(TYPE M-D'-ICI' - -_ 3 SINGLE DR. 3066WD/GUSSTEMPERED NEW NTDIDwEZTEfewwAlt I u t)i R : ' ' p 4 POCKET DR 31768 - WDlGUVSS - TEMPERED I FJEStN3 NTErWIIWALLror&DAAna IN Tall rE arEl� �nI I 1arp1 is I"T >• `41)11E i ' rd'l'1'I I` I I N ' 1 :l'I T'Y "�MAItaEr111IrmM:�rE111m111�1tImlflReNllt� "•MI �rm=,11,T J1�EIY1;Iyl�nnl f1 I I1 1 I I ( 5 DOUBLE DR 6068 - WO/GLASS - TEMPERED 1 Avown11' Hn11EnnIEminnn,..-_ y:�yllYll EnUi1��•�r1I�� U it 11 1 I�� 'I r I ` /DOSING DOCKS TO RE REMOVEUTREIDGTED. NMI IDini 11111111aE1110,`llr'�' 'uGIaa11 rrrEn1..1 a.11 I n 1■.'.1,1 Ii 6 SINGLE DR 2868 - WOOD - SEE PUN MINI IrEll mu AIT lU IIiIi00 - '•In1m11armnnlErlalmnmliNlmlrnmm aEalE�1 1 \� REVISIONS: nnrwlllnnotm�mrn lEEi11N^' �� `••anamin�nnmmM lrnn�urmnlErllatltti�r' pleTIJ3 Tam an 7 SINGLE DR 3068 - WOOD _ SEE PLAN - I .T I' _ r, -..,• .-..n.. Mp. # DATE y-V-O• I OFRCE1,2aa IYLT0/15 T EXTERIOR DOORS SCHEDULE 2 F.D.coMMENrs arz2ns / !\ THRESHOLD ADAPTER DETAIL ® �! \J ._ O TYPE WIDTHz HEIGHT OPER. HATER. SILL REMARKS ' COSTING DECORATIVE NRVNTE-GRALOIANNAI NEYIRFUTAEABLE LIONT FIXTURES TO - - - roSEOINUSEANIOE NETALMIEEABLE . `` \rr��,, REMAIN RYP.1 E EXISTING DRAWM.IGLS. TD REMAIN RETROFIT ADAPTER RAMP I4:rvTTADAPTER • \ �, \ /�Dlsm+pwlmEAyyM, 1 SINGLE DR Y-0'X6'-8' X AWMJGLS. M INS ENTRY/EGRESS W'HFNN USE IXIFND RN•IPExTErADRN- X \ ' ` TO ROAM IAS AND EXTERIOR WINDOWS SCHEDULE FULL W0111 WIDTH TO TE9AAN fiYPE t Tr SLOPE MAX.1:12 • `v — / C T- cpetln N. eLAD �T DOOR ___ -__ S 0.-0. O TYPE WIDTH x HEIGHT OPER. I MATER. SILL REMARKS TTSFW11D!, /�TI� E EXISTING WIN. - X - TO REMAIN . ..-.' .{ V"• ITT'.®"'' LIT"'0"" ®"" lJ"" (J"r' 01TYP. 1 CASEMENT CA-36X63 X ALUM/GLS. 1FF EGRESS �•:: ,• ;:,,•.�,,.A.'.--. .- •-•:�..,! -.NAMING ROOK FN91 MOW: SOUTH ELEVATION(SIDE) 1)ALL WINDOWS TO BENPACT RESSIANTWI MAL/DADE APPROVALS 00101 ARE TO es SUBMITTED Fat REVIEW a APPROVAL HEW DTEIWR MATENCAL TALI,MOMS BASED ON MANUFACTURE SIOPDRAWIKLS. WALKWAY COSTING CONCRETE ISSUE DATE:03/15/15 31 SILLHETGNTS ARE MEASURED FROM ROOM FNSIED SLAB. SLAB PROJECT#: 14080 SRO. ! ri. .I REFER TO EXTIIWTT ELEVATIONS FOR ENGINEERED WLIDOV 0 D00R5 DESIGN PRESSURES •VERIFYTMEDHOLD HEAa11TV BOTH maven AND IHTERTR MOTTO it' F000OAT10Nro ENSURE 00MR1ANCE WITH YAL SLOPE OF 1:1z DRAWN BY: GAIN,LBN •---® PAINT COLOR LEGEND - •, o- HARDWARE NOTES . ADAPTOR RAMP TO FULLY COMPLY Wml:PRCACCESSIBILITY SECTIONCS. CHECKED BY: GAN I ENE DA-GBSII:ON: ♦COMA NAME COLOR♦ GENERAL LOCATION IVANTMNNFACTIMER PROPOSED amoral. E. 1 I MEIN 1. EXCEFTAS SPECFICALLYPEIMREDPEI F.B.O.SECTION 10031E COCA OPERATIONS:EGRESS DOORS SHALL BE 1 IaWFU GRP,' SW-MT LOwE1YAlI1 WALCOLOR OAETRLTI WILLIAMS FUTURE FONT DOOR O A I ..■ REACIY OPEN ABLE FROM THE EGRESS SCE wrmanTHE USE OF A KEY CR SPECIAL INOA'IEOGE OR EFFORT. SWINGOUT.WHTTE .� ALLU14 I • E AS PER F.SC SECTION 1003t3+HARDWARE:DOOR NAAOLES,RILLS UAARAO.LOONSAND OTHER OPERATNO FLOOR PLAN,ELEVATIONS- 2 REPOSE GREY SW-701S URPERSECONDANYWALLawn STRWNWLLUYS FACTORY APPLIED SQ CRASS I DEVICES ON DOORS REWIRED TO MEAOCEM.1BME BYO-LAMER 11 SHALL NOT RECVRETINT GRASPNOTKNT H.P.R./CLASS 5 SITE PLAN FINISH. ME' 03 DOOR I I PROPOSED OPTIONAL PNLTIIND DR TVSRNG OF THE WIESTTO OPERATE 3 PIREWMTE SW-700S MINNOW.FASCIA AND SOFRTB SREI.VINW731AA13 I-SI I I 1 FUND WINCOWW/ 1 AS PER REC.SECTION t0M1.92 HARDWARE HFXiM:A LATCH OR OTHER FASTENING DEVICEONADOOR SCULL RE = APPROVAL APPLICATION CAW.a TEAL OCEAN BM-2619 SHUTTERS AND ACCENT PIECES SiEMTAW0LAYS Ed .K '� SHOW STUCCO TO TIEE WALL RELEASING DNTM MECHANISM FOR ANY DEVICE LATCHVINGSHOBN LOCATE A OF OPERATION3,NCHES AND TIONIINOER ALL I/OPET CONDITIONS. SU.CT COONS AWI.LDAS,ROC; F 1 SNOlE LIATRIE ' ABOVE THE OD�FLOOR DOORS SNAIL BEOPElAR1.E WITH NOT M01E THAN ONE RE.EISNG OPPERA170N. 3 • ~ S NAME PM FLASHED f11LS1?IG GIJTTEPSe DONNSPOVf9 FACTOR!APPLIED MESH •-� �� ; OMING I ¢O REST = A-1 ELEVATIONS „SC" 2 FLOOR PLAN ,SCA 1 u . w I.IN9y0thLW434:10,3m F1 B:fi M 26002@43 Nagy ArehiteC4ae U.0 134 NW 16th Street sot°#4 Boca Raton,Florida 33432 TeL 561.289-1634 T \I 1'I I� PROJECT DAM PROFESSIONAL SEAL OONSRUCT1ON TYPE:VD — 5 `�. OCCWANLYTYPE`u0J B 3YY 71. 50'TRAVEL \-etSTMCE Blnnuv AAPA WO...®t00 SFBERSON.21 PERSONS aPRIVATE Nw6EB GF,,,..,n EJQT5.1 OFFICE#5 STORAGE \ _ MAXIMUM TRAVEL DISTANCE BwueEn-Ts 70, a IONILE CODES AND ACTS Con*CCI RRt Nimat 36•WOE Ft.2FCS ODOR WL6IEfilNOfSf51YE0FR0'W r \ SEE CIA FOR YOfiE DONT FMYE ROOF TRUSS F.S.C.2110 BLILIING ELGIN.FFP.GSM DETAILED EDITION.IIFPAI-2012.NF.PA.1-.12 G6fC P. \ mFOAUATION EDIRYE SOUTHERN GEVEIOMk�4i I I SERVICES INC. 1 -II I i , 11MSfeEerJ Hay sTE 270 • I I DelayB.0FL13433 JL I I daN. i i _ I I\ . a..m EWAN= BATH 1 I AGE r--=-, II /• II 1 1 1a� � I ' KITCHEN r N.H/C I 2 / n(�(� Q -� AA�, / i e LOBBY /' /r I�I i luul / la _ -- ❑ Z (nit I IIXIST. OF:II:3.. • BATH51sTnAva 6,ANCB CONFERENCE j / I I l` I.1 _ t TO DEAD END _• ROOM CORRIDOR I T—Q_c� i 'E T i 0 _l�J 0 COiiPRINT/ FILES x ~ Io I _ STORAGE 1 Q Q c OFFICE#2 I I I w I M - j �AS'TRiAVEL I R i HA. I l . .a o ., O ly� di w DISTANCE �/ II I4 .i'-'.i. 1 z m -_ l w W I - `� 11CC Q j nsr If�1,_, •� OFFICE#1CC OFFICx# DaTANCE �,� m �� "11•I I•I1 "�PIAVE- �•1 J IN C1.CJIMNiYMAGGBFSS (. w - N WBFASYLSB ER b115TPEET u V ❑ IH A CCMPA5IWG COLD, LIGHT FAAC ROW MSS SyyBg,....F — ' S1'TMVEL OSTANOE I=I I. I=I e i .I lab J=1 . 1. REVISIONS: # DATE I GAG.]: ISSUE DATE:04/22/15 PROJECT it: 14080 DRAWN BY:GAN,LIN C4IECI 53 BY: GAN FLOOR PLAN,ELEVATIONS It t P.B./CLASS 5 SITE PLAN = APPROVAL APPLICATION I s r. = A-1 .1 NOT USED NTISF. Z LIFE SAFETY PLAN 1µ°;�. 1 -ev v,..,n,. m g t ' -mvT.y 3• - i • GENERAL NOTES: I. CONTRACTOR TO FIELD VERIFY EXACT 4- _ - Cr.Eas.:*d'AL LOCATION.SIZE,AND DEPTH OF ALL EXISTING + 8. -_ a --Fr ?_ t• UTILITIES AT TIME OF CONSTRUCTION AND + Y LOT 27, BLOCK 13 REPORT ANY DISCREPANCIES TO ENVIRODESICN ' A - 5 ¢A E \ ASSOCIATES,INC i "ymen s4.�F '''..I......," `. a _" ' I 1 1 Z. NO PROPOSED IMPROVEMENTS,BUILDINGS 1 r�u .rt s+- I I }' hh ti 9a 15 I OR ANY KIND OF CONSTRUCTION CAN BE y1- .Site, .e<y E PLACED ON OR WITHIN ANY WATER,SEWER OR i „ram 1 - :1.3 •p/ T P6 �/ \9- '`°'/ q/ • 9 DRAINAGE EASEMENTS.UNLESS APPROVED BY i - 4 F i F� ' I ,� f/ j 7' a�nA0 R / �// / - g0 I } THE CITY OF DELRAY BEACH CITY ENGINEER. I -� �� a- • a "' I 3 `' A END.IR/CAP }'L ,(O g0 p UaOPUE y f I p 3. NO PROPOSED STRUCTURES SHALL BE I f r f A 2 _' 1 (': \ LB 50 ,-1pP� ..9 'L1' �+' 9 LOC1tKNA5 PER a FX5I000NNtA'R INSTALLED WITHIN A HORIZONTAL DISTANCE OF + ¢ 5 [dA;- KaSJR ; E I I 1 LOG'DY AIPEH f �°j/ / p+plpyEl<a„SNAy \ {DID 6°� 0 10-FEET FROM ANY EXISTING OR PROPOSED +'� x �. S O j a , : O / Qry} _ \\`\' 20'320TRIAN(,7.E5 T 9p RroTOAITwa ftAN / 'I - - •' g MICR \A' 9 WATER,SEWER OR DRAINAGE FACILITIES,UNLESS 5• 1 ' c 6» \0 APPROVED BY THE CITY OF DELRAY BEACH CITY .°"' 1 +, x 5.. ', ;5 m h i / ) \ N89'03'09"E 120a00' y ,. -- ENGINEER. • r \�6\ I y '�� a �1 pq 4. NOTE: ANY TREES OR SHRUBS PLACED I Ave-T-r .__�_ - am r: rc MA EXISj \PI ' a �.\,\ \\\\\.`y\'y_ �U �U , q WITHIN WATER.SEWER OR DRAINAGE EASEMENTS. ( AA F M�� THEY SHALL CONFORM TO THE CITY OF DELRAY I EL f18.6 c '� F e ,09 --NrSL� L'"n�+ _ ,, - t poi'',,- l .-,\q ��''Z\ I BEACH STANDARD DETAILS: ID 1.1 &LD 1.2 I _ " 3 'S •• s,.. ~�^ - \ -`- '` Mr tt11 _ 7' -� ADDITIONALLY.NO LANDSCAPING IS TO BE LOCATION MAP < CONCRETE •RIVEWAY ( /1 ..,/ - =v9B 093 qn' ...'` - V - v-•` ,,',% ' I I , 7TYPE D CURB PLACED OVER EXFlLTRATON TRENCHES. N.T.S. D APRON TO REMAIN '�' y9 _ 'S -�- a ' ' _�" ® r •f A-�•-.� SEE DETAIL SHEET 2 5. ALL SIDEWALKS TO BE CONSTRUCTED IN i C • I) 4,•,,.. '4 - �� T ; -rE FT_ 1}�1'. I- yo- ACCORDANCE WITH ADA REQUIREMENTS ALL z 41 r _ 't i 'I �J - �^ ' \q SIDEWALKS NOT TO EXCEED 1:48 CROSS-SLOPE J fe/`s 1&�8 "�C.o. .a 4 c`,�h^J� ✓L AND 1:20 RUNNING SLOPES ALL RAMPS NOT 1 v® I I �/ ___ 1m,� s -1 . F TO EXCEED 1:4$CROSS-SLOPE AND 1:12 1 '- 0 I e. I G _ �j"1 ♦ - I, PEER ADA REQUIREMENTS WITH RAIUNNNING SLOPES WITH MAXImUM SEGS WHERE AND S i Fj _Y _ - �I� _ 4 c PROPOSED 4"SEWER t\,: ,iNEEDED. LANDINGS WITH 1:48 CROSS-AND 3 ' ` B,- °+ SERVICE UNE \ {, \..-,'• � 2.0'WHEEL OVERHANG X� • APPROX LOCATION I f _�'r' lift I a' RUNNING-SLOPES ARE TO BE PROVIDED AT ►o 2,/ ®. \� I� TOPS AND BOTTOMS OF ALL RAMPS a 3W • EXIST 8'SEWER = ,0- TRENCH DRAIN LOT 26, BLOCK 13 '1 Q� PROPOSRIFOR7 i a .! _ :IM LL=t18.7 ✓ P S �y + 6. CITY OF DELRAY BEACH UTILITY DDASION I zw 9� MAIN 7,...„...,..„,� h I 1''� kz: ;V i I 1 O MUST BE CONTACTED AT LEAST 48 HOURS I -.Z Q F • 1-STORY I ! •RC PRIOR O OF EXISTING ANY SHUT-DIN OR SANITARYE REMOVAL i 3 L '- . G.O. `N x' I I AND/ORLEGEND: l¢ Q '\OF+p I T �� a RESIDENCE jr. --i s .-1.4 i'.-��-_ Cr LINES AT 561-243-7312. i h Q: T P FlN.FLR=19.81 - -w-_ �-( PROPERTY LINE \0 ICI I ,� Z ) _ Q 7. THE EXISTING SANITARY SEWER UNE MUST € �+ y --Cr Z IRIM °1B 3 1 GARAGE=19.16 / \ ® c� BE TELEVISED PRIOR TO AND AFTER ANY Z j a ..\ r� I Q SECTION IDENTIFIER I j '� ' ,O Mr SANITARY SEWER SERVICE CONNECTION, I O CD $90 ' S• �.,1 1l: 'm34` S_ �� O REMOVAL.AND/OR ABANDONMENT. + v© PLAN PAGE DETAIL PAGE �IIj►��" J' =I o Q Z y0 (01 O y ��_d .�� - O 8_ PARKING LAYOUT AND STRIPING SHALL 1 -44 rn p �* O lXI _2 ".� E 1 �E . . ,O� % I� V FOLLOW CITY OF DELRAY BEACH STANDARDS. a N ATII © P j7�/QI p` ••' 10LF 12'HOPE W APPROX 5 7gBi 5. °j ' � + ® +�'+ ..\' �" AA�� \ \ PROPOSED ELEVATION FORCEMAIN . 1 4N I _` • � 00/ I cn 9.ALL WATER METER SIZES TO BE DETERMINED I y^- DIRECTION OF FLOW r4 A \p. ' 01�,p. -r-SAN-SAH O� F, .� ,,� f Q BY PLUMBING ENGINEER OF I RECORD AND SHALL 1 Cfl • ` • m Y , /I'� : W BE CHECKED AND AUTHORIZED BY CITY OF 70 r j c I y \ ��/- �. 7 p p 16. E70STINC ELEVATION z 4 �h �? DELRAY BEACH UTILITIES DEPARTMENT. �� z F� APPROX L ATION ? �0 "�"V'ER v��O`,Y' /�I • L �� ' OENO7E5 AREA OF PROPOSED W 0 O i ry} .9 i �j / A EXIST SEWER pFANWT ' HOPE,�p-OA., .(`. 'i F 0 ® a EXIST 6'WATERMAINy I 3 q, O (a� `QO TO REMAIN 1' , `,� • !',/19:6 p \ BRICK PAVERS [x.1 . WV21" � -= V) 'b 3 DENOTES AREA OF EXISTING ' W F.1 ' I I IN', d5 O 18 ). �� 7•. j/ / . C\ \.� I I I ,°j• Li- BRICK PAVERS o 1- ,q' Z 'B I ,Vg �+" - ,' �� t I DENOTES AREA OF EXISTING E4' �' III '- 9>W !/. \A' 1OLF 12'HDPE h Lam`__ I I I AND REPLACED TO BE REMOVED 0. F`4„i A 4 2 ( ^� f EXIS WER CLEAyWT c:: =t. O.Oz ry W �� " ' "0"� -vi ? f 1 TO BE RELOCATEI TO 00• \°j• +� PROPOSED CATCH BARN N o- 3 f I PROPERTY UNEa SEE FCSTYIG tib [;� W �° ' I ' I DETAIL SHEET'S ti� �„�-,- - �/ - INUNE DRAIN +H-, W C LA� �/ �1• / k / 9> M1d 5EDP0AA I-LeCT3i'i�5�i- lii W �" C3 rGREPATOR P I ' NSA11O1 1 Associates,incorporated HOPE HIGH-DENSITY POLYETHYLENE PIPE r� Z ' �I) j v± EXIST WATER \�}y, p r ®' DENOTES 12"PERF HOPE PIPE IN ra �-1 .--t +.. 2 I I TO REMAIN 07 ,- (` \ 4'WIDE X 3'DEEP ROCK TRENCH '5'' O O W < o-\ °' ' '° 0} RI 7 70?11r.e7 DAVE=•beir.PAY8EACl P... Dd✓ aYTE:CY /30NT,_-.c-�: \" '4 (BOTTOM EL=14.00) V A 3�,\ TR ✓.M y77 6'I 64i 0 9 ti ..va _ _ - • ♦p 7 ! I 3 Rr __ s_ \ L_- / -` a t L= LENGTH OF TRENCH RE09(FT) v POLY-1 STRUCTURE NUMBER CO I __ ��!!f� V= VOUI ME TO BE TREATED(AC-80 0.31 6.00 RIM ELEVATION / �' I 8 S89'O3'O9 NI 1ZO.00 10.75 11 \0�'g W. TRENCH WmTH(FT) 4 3.50 INVERT ELEVATION Z N I I Ap sp 18.57 \�. ryg H. DEPTH TO WATER TABLE(FT) 3 i PROPOSED WATER METER ,FD Y m I 0 6o- \9 DM. NONSATLWATED TRENCH DEPTH(FT) 3 I }6 j j �. I I Ds• SATURATED TRENCH DEPTH(F T) = 0 Y^ 0 SET LEI CAP I K• HYDRAULIC CONDUCTIVITY(CFS/F rtFT HEAD) 803 X 10' O EXISTING MANHOLE c-" t\ I ,ah ' 'I i s lB 3591 ORK• 00008 C.O. SANITARY SEWER CLEANWT 0 106 I n I _ .;Y=. .._ T 5 NGLE SANITARY SERVICE WITH C U.G F i I 97ANOARDFORI41l)LA:-- ;'' --y..:I,_, - - \ CLEANOUT , LOT 28, BLOCK 13 V o F mLL L` K(HW.2HOu{f,2HDA)•(139310ry wDo Isn FEET OO:Z o - EOY W�` DRAINAGE CALCULATIONS FOR 701 NE 3RD AVE ( R B ZO o,. DELRAY BEACH,FL-ESA PROJECT d 15021 �+; GIVEN: TOTAL SITE AREA =11,86101=Ac -- --- - PRE-DEV IMPERVIOUS AREA = 4,762sf CO �Aili t�-- '(?,aerpt BlE�TANOARDFORh1uLAAPPUFSjF,-"`' - @ z�Ug .. -__ POST-DEV IMPERVIOUS AREA = 6,704sf(56.5%) POST-DEV PERVIOUS AREA = 5,157sf(43.5* L= AMNI ♦ 1.39XI wDu = WAai?+ REQUIRED STORAGE 11"OVER INCREASE OF IMPERVIOUS-1.80"OVER V C.O.W Ea Ell ... _ -___ W£-5 ENTIRE 517E STANNDARD iRPNUi OETA'IL A(FELTO ENGINEEBNG PtJLN3'FOR ACTUAL SPEtlFlCA7I01LS" c.\� -+ = W me i • RATIONAL METI10D: V=CIA W r C=(0.9•S IMPERVIOUS)+(0.3•S PERVIOUS) TRD4]1 TOP BEV•4.50-► Know what's below. z •_ • (0.9•0.565)+(0.3•0.435) - ,� Call before you dig. 00. =0.639 Iw m retTAE • V'FIFE - PERF. �� B..1.N W I =INCREASEEAENO OVER ENTIRES AREA OF 11'OVER Acn=r.m1•.cn, CALL 48 HOURS BEFORE YOU DIG. _ 2OF/IMPERVIOUS �\ / •-31•AN,er.•• -_ it'•1,942/11.(161 =1.60' wvBIrBN'Zs0 +2' c.tNNk•stet DRATTN: ' - COARSEROCK Mm. Ory!IdPa,,,... IT'S THE LAW TR1N]1BOTTOMEL•1.50--1• 1-800-432-4770 M.T.J. A=17,8615f CHECKED: - V=0.639•Lao/12•11,851 N--- am-.I SUNSHINE STATE ONE CALL OF FLORIDA•INC. J A P. =1,736c1=0.31Ac-in 7. VOLUME PROVIDED: 0.35Ac-in IN EXFILTRATION TRENCH THEREFORE,MIN.TRENCH LENGTH 71E01/I MO - 17-FEET-: SCALE: 1" = 10' DATE: ACTUAL TRENCH LENGTH PROVIDED: _ _ 20:FEET. -5 0 10 20 4/22/15 (SEE CALCULATIONS) - f U t• el ANNAL-TRFATTIENT VOLUME PROVIDEU -.':037 ACaN' III, JOB NO. - TRENcliTNMENSI DNS:-'-ADO-FT.WIDE BY--3.00 FT:DEEP • i 16 15021-SNG O 1Rc 5 Ramat.0 PROVIDED 15 Err `rrn mFLMERTON.E PUPURRPOSES aaY. SHEET NO. UNLESS 90,©AID SEALED BY A REC],txW PROFESSIONN. 4^+ _ EN0NEER REPRESp,1NC ENYRCOESCI A550O.1E5.INC. 1 OF v - CS g HANDICAP SCN FTP-21-OR-,. 1 WRB Wr RAYP \p 50' R/W AWD iTH-22-O6 \1 PEA F-0.Qi.INDEX i � N0.3W t. 25' 25' t Li / Fur �4DETYAU \ r+ ....lams m+� W . I VAaES VARIES I - I i M 1',( V IT MN.) 11'v 12' 11'a 12' (T MIN.) 5' 11' 1• \ PRECAST „ __� \�\:7� �. � A'BLUE • Sw50DAtE ,SwSODALE MIEEL STOP >wuc III /_/Q� E STRIPE-Ns., BLUE 4 � ...pm A----. 0.00' -O.tO' OSY 1 - --\ 65r N¢ 0. N ^_ yF.--1_, C13 L• . / YrARwc ill' �I'�I zmc - ¢ - W w ru+IrE m /V„ _TALL RAMP R 7 .o-.3 f l ..rg VH y( / i VAIN. I SW w.uTE . I I f` ; /\•YiN.�� 'moo --11--- =so / •T1 60. (3Tl WK 1- jJ - . `SUB-GRADE �v �•� / l Fi9CHEVRONS qMT 4sm 1 \ INMA Yr•! . 5'CONCRETE 6"STABILIZED SHOULDER S'LT)NWEtE -�- l`/7 SPACED " Y - 6.=DAUS TICK (50 P.S.I.F.B.V.) 41HK(6•iw.Di 1 jA I ! o14&-* il AT DRNEMAT AT DRIVEWAY 1 4 J1" R4 '' k INTERSECTIONS) •DI ERSECn 1 6-0• l i 9'-0• I i I lY-0" I F�A I ` II V :�'.0�' ¢ OSOMAPAKST I rOARD1 I ` r YJI A-,1 YA t nNOTE 12"COMPACTED SUBGRADE -{t1- 1A- •'WITH 14"UMEROCK BASE MAY BE II-I P -I z'- ��VVV ��` `m+' ` oUSED IN LIEU OF 12"STABILIZED zs-D YY-D' 1 C/).[ \ X,\ ` \ aN _ t Y SUBGRADE h 8"LIMEROCK BASE. , • A \ _\ ;, PARKING STALL D'J4-NSONS: ! ^ m••1 • STANDARD 9'4 1B' (�_ V- 4 M+� • Z PAVEMENT SPECIFICATIONS HNµpICAP 12'w 13 PLUS 5'RAMP AREA ?.V.th r' n>rp I- iI:To _to, wEARNG SURFACE 1 1/2 THE 5-W(2 LIFTS)OR 1-I/2.FEE S-I .nOlES: g:F;ti:.6 tl�G\ E9 _lJ� 1 B'UMEROCK OR 10•CRUSHED CONCRETE COM- 1.CN UGHT=ARCO SURFACE IE.CONCRETE AU.HANDICAP MARKINGS SHALL �aiva m Jr\ \ L f ail 26i BASEPACIED t0 96K MAX DEIMStt PER M91T7 T-MID. BE BLUE AND STANDARD PAKOCD STRIPING SHALL BE 3"WHITE WITH I- >+M+1 -j T§ vl . PRIME&TACK COAT PER FOOT SECTION 300. 1•BLACK BORDER p LPI�1 * 1:": 12'STABIUZED(75 PSL FEW)AND 2. ALL STRUNG WITHIN PUBLIC RIRHa-or-WAY SHALL BE 6 WCIES L l \ II +-� 1. N ji4io F.L. SUBCRAAE COMPACTED TO 908 MAO.DENSITY PER 1 V�111� Z. . AASITO T-150. 3. AU.M[ASJRELFNTS ARE ERDM CENTER LINE . ''I Yr.�� -JTM • 5 H� VARATI°I FROM MATERIAL SPECIFIC-AWNS MU-BE COISDERED a. AU.COMPACT SPACES MUST HAVE"COMPACT-STENCILED MATH BLACK PANT w J y; (� L DI b • ON A CASE BY CASE BASS BY THE CITY ENGINEER. ON WHEEL STOP. §: • al i--n.ors yr i g, y • 5. BLUE STRIPE 0 11/C 511001 AND WALKWAY a CONCRETE .Es N --, •ii LI I • B°1 smauZE SIWLDER TO 50 P.SL F.B.V. 6. ta"STOP BAR BETWEEN ALL PARKING LOTS ANp PUBLIC A/w SHALL BE S I I l'--- M THERMOPLASTIC AND PER FOOT SPECIFILATWS AND STOP SON R1-1 i AC\ } % j yy I TYPICAL 50' R/W SECTION WITH SWAGE • • DETAIL RT 1.1b TYPICAL PARKING SPACES (1 OF 3) - DETAIL RT 4.2o TYPICAL PARKING SPACES (2 OF 3) RT 4.2b 0 rr-H CLEAN AND CRAZE • FL�'� P.•M vl . 2 NO.4 BAR PLACED SUBGRAOE WN.Cr1/a'PER R.A UNLESS OTHERWISE a �..( tY FOR NEW BASEON EDGE 1/2• Ad AHAK DENSITY PR o°f SDIN • 90'PARKING 60'AND 45'PARKING 1a PAVEMENT SIDE 2a• SAW CUT '-�- FOR NEW BASE RADIUS ■ AASHTO T-99 - G SURFACE 1Y 1.. 1 \I I AND ASPHALT R/N LINE V <4 17. Q - , 3/4•R I _ NC SURFACE-Immo - _ -__-_ ._ ..: -N 7 P•T.■ TYPE n SECTION A-A•\viawsvraiwwwg PER SECT ON 3a5. S �IJ Q ^ O 6• 6•- • •Y•1•.6-• SPECIFICATIONS STD. O 1-� /////; STAEALIZED E F. I• STABILIZED -- -,� tike ��' ■ �1 3pWPS uw C� GL ® COSTING EAST.ASPHALT VE■■IIIIMMEIT CONCRETE VALLEY GUTTER ASPHALT A BASE TO BE REMOVED. F4 P.0 A E.O.P. Q� [� HEADER CURB NOT TO SCALE •RB RAMP`\ . _ TYPE"A",.lar+� 1s HOT TO SCALE NFW CONSTNII(•11(N PAYFVFNT KMNT INDE FOOTX 3304 PLAN I D I A I-7 I° 1 A I D I x z w 1lPE•B•JOINT NOTE SAwt1115 REW.2ED NOTE: M1H DETECTABLE 1 N' W Fy tY1 AT 10 CENTUS THIS BETNOD OF PAVEMENT JONT SHALL BE USED FOR ANY wARNJNG SURFACE L l�a" W C� F""1 - APPUCAnON OR CONSTRUCTION 11020.PROPOSED PAVEMENT 1/a•R. ®..-. 1/a'R. ..-1-tn• W •,..H AND BASE TALL BE C:NHECIED TO EX/STING PAVEMENT AND 6• BASE ! STANDARD 6P 45• U1 z - ,^•• 2•R • 211 .NC SURFACE .'. A A54E 2,0' A AISLE" 17.8 ISO' •ems r✓ . u'Irrr_.11ARLES I SURFACE CT . 1/a"PREMIYDED f�-a W SAW WT L. T'A�HALT ! S STALL MOTH 9.0'• L STALL LENGTH 1D3' 12S' O `""I a _ I • lie PR0N JOINT 'J ARN V EASTWG WNL I OVERLAY MATERIAL PER SELDOM D STALL DEPTH I&O 5 STALL MOTH 9.0' 9.0' Q '` CD C4 . � - 3 R �� asPHALr 1�� - - TYPE "A 9n-1.1 F.o.D.T.sro. TYPE "8' LrJ F-M E�yl %//////%L!, PAVLIEN7 y- -. -�- ^-� �'G'T s W MWIAE Non+ 6O.0' D STALL DEPTH 2ao• I9.O' p•1 WA a_. -rT SIDEWALK JOINTS //A,� • a SUBCCRADE TN& E NUL 1.AU.SIDEWALKS SHALL BE LWSTRUCTED THAD DRIVEWAYS W MC°ULE WIDTH 57.0' 53.0' STAB/CEO {EXISTING 2 ALL SZE/CALKS SAIL INCUJDE ADA CDELIANT RAMPS 0 INTERSECTIONS. •COMPACT CAR SPACES-6.0 En o • NOTE'MIEN USED Oi NCH SIDE CF ROADWAYS • ASPHALT 2 ALL SIDEWALKS SHALL INCLUDE CROSS SLOPE AND RUNHNG SLOPE W HANDICAP 4ACE5-12.0' HAn01CAP C la.0 ILO' $UBIRADE CROSS SLOPE EF THE GUTTER SHALL MATCH - SEE RT 4.2 M1 THE CROSS ROPE OF THE ADJACENT ACCORDANCE WITH ACA REQUIREMENTS,ADA COW'UANi RAMPS 0 WIERSECTCNS SPAS 0 21S' 21.0' F.D.O.T.TYPE'Er PAVEMENT AND THE THICKNESS OF THE COST.ASPHALT COSTING 4.WRB RAMP DETECTALE.WARNNG SURFACE SHALL EXTEND TIE FULL MOTH PARALLEL s 17.0 12.0' [�. o OF THE RAMP AND 24 DEEP UP SHALL BE 6•MN. TO BE REMOVED. B' a TABLE OF SIDEWALK TABLE OF • SIDEWALK JOINTS s 'FOR TWO WAY now A-zao' 8 o N CONCRETE CURB F-0.O.T.TYPE'V THICKNESS - r- - NOT TO SCALE CONCRETE hzYF ENDS AY PAYFMTNT JOINT RESDENTAL AREAS TYPE LOCATION now: 'Z' u WITHIN 10'OF CROSS-STREETS 6•.9• P.C.AND ND D.T.OF 5.040(SI CI REFER r0 AYP10AL PARKING C U Z^C.-- 'I'CURB AND GUTTER NOTE: AT DRIVEWAYS&OTTER AREAS A P.CG OF MONO& WALE DETAIL ITT 42(A 10 C) - BOr TD SCALE THIS METHOD OF PAVEMENT JONT SHALL BE USED FOR ANY TABLE OF SIDEWALK NEW SOLYULKS&EVERY 30 C STALL LENGTH 220 FOR 51RPING INFORMATION AND co ,.]6 o V HANO;APPED PARKING DM0HSONS APPLICATION OR CONSTRUCTION MERE PROPOSED PAVEMENT 5'-D"CENTER TO CENTER ON U N 4 WILL BE CONNECTED TO FOSTNG PAVEMENT. WIDTHS - IT- SIDEWALKS SCORED DURING S STALL WIDTH SO' STOP BAR BETWEEN PARKING :" NOTES: 1.ROADWAY SUBGRADE SHALL N ALL CASES E%TEND BELOW CURBING. SINCE-FAMILY AREAS 5' •B• PLACEMENT OR SAwWT WITHIN LOT h PUiFJC R/W MUST F.•Z pm 2 SMUTS AT 10'CENTERS SHAD.BE MADE MMN 24 HOURS 24 HORS OF PLACEMENT. BE THERMC UISTIC OUT W 2 O OF CONCRETE PLACEMENT. MULTI-FAIRLY AREAS 5' WHERE SIDEWALK ABUTS •OTHER AREAS AS SPECIFIED BY THE "A" CONCRETE CURBS.DRIVEWAYS . 1 Nu • CURB AND GUTTER SECTIONS RT 6.1 PAVEMENT JOINT DETAIL RT 7.1 °TM°OHFi An0 SMLLAR STRUCTURES. c 0) z c SIDEWALK CONSTRUCTION RT 5.1 PARKING LOTS DETAIL RT 4.1 WI 00; >1'li t C 4Oo E HI • W W"H cow NE 3RD AVENUE I Ivl o`- 30'RIGHT-OF-WAYS -I W I-a� ff w • i z _ TRENCH DRAIN U 2 I EXIST PAVEMENT 5.0'EXIST RIM EL.±1U.7 I Z . TO REMAIN 1CONC.SIDEWALK MATCH EXIST W ' I EL-A19.1 a. \1\ AID I FF EIr19.81' I�9.o� 9'2 FF EL=19.81' DRAlYN: .,,. M.T.J. I \`\\ CHECKED: EXIST CONCRETE • I EXIST BRICK `BRICK PAVER I.A.P. • , DRIVEWAY APRON I PAVER DRIVEWAY DRIVEWAY-SEE _DATE: TO REMAIN TO REMAIN DETAIL SHEET 4 4/22/16 DRIVEWAY SECTION JOB No. 6)NORTH YARD SECTION 1502E-DTL NTS THK 0RAWNG 5 PRDYL'ID FDR 8FORwroNAL PMRPD.1<•S I2LY. SHEET NO.- NTS 0 COPTH1 HT 2015 BY ENNRODE9.OR ASSOCIATES.INC MUSS 50NE0 AND SEALED BY A RECSTFRE0 PROFE59OAL 0/�� ENGINEER R-PRCSDI50O ENNRIAESI°R ASSOCIATES.INC. 2 OF 6 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 PUBUC.CONTRACTOR ACCORDANCE WITH THE PBC LATEST STANDARDS.AU.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 FDOT LATEST STANDARDS. • COST TO THE OWNER. GENERAL PUBLIC. 12. ALL CONCRETE SHALL DEVELOP 2500 p.s.L(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 FDOT EXISTING UNDERGROUND UTUTIES WHETHER OR NOT SHOWN ON THE THE LOCAL UTILTY STANDARDS AND SPECIFICATIONS SPECIFICATIONS SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE SPECIFICATIONS LATEST EDITION.CLASS I CONCRETE USED AS PLANS.UTIUTIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY PROPOSED EDGE OF PAVEMENT 6 AND/OR ' 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 NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND GUTTER.TYPE Tr CURB&GUTTER,OR TYPE b'CURB. DE COMPRESSIVE STRENGTH. USES PRIOR TO CONSTRUCTION. UTIUTIES . SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDINGING TO TO 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN MATTER COLA ALL DUNK. EPREP.ROOTS OR OTHER BGIRADE DELETERIOUSACCORDANCE 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 SHALLA ENCOUNTERED IN THE COMPLETELY FRO T THE E THE NE OF THE THE DEENERGIZING OF POWER UNES AND/OR HOLDING POWER POLES IN CONFORMANCE WITH SEC.8.24.E.5.1 i ROADWAYBE A WIDTH TENFEET FROM CENTERLINE OF STREET MANUALNDION UNIFORM.AD TRAFFIC CONTOLBEA CODEUNTY FOR DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. VEMEN TOIA GRA E TEN BEYOND THE EDGE. STREETS AND HIGHWAYS.T AND/OR PALM BEACH COUNTY TRAFFIC 16. ALL CONSTRUCTION ACTIVITY.INCLUDING TRENCHING,IS TO BE A REPAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABILIZED,THE DEPARTMENT TYPICAL T-P-IO-001,WHERE APPLICABLE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR MINIMUM OF SIX FEET FRd4 THE BASE OF ANY TREE THAT IS .. i3 FLORIDAO BEARING VALUE DETERMINATIONS T' SHALL BE MADE BY THE THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING DESIGNATED TO REMAIN. SI BEARING TEST,TEST METHOD"C'OF AASHTO T-180 14. SHALL BE OF CONSTRUCTION N THE U N INSTALLATIONS OF ONSTOF EVERYTION CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. ^ SPECIFICATIONS. SHALL THAT SUCH THAT ALL UNDERGROUNDPEME , A 17. ALL UMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE KIND ARE BENEATH THE PAVEMENT,SHALL IBEO IN PLACE AND 5. ALL ELEVATIONS REFER TO N.G.V.D.1929.MINIMUM FINISHED FLOOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE -\ 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND ELEVATION FOR ANY RESDENTAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE o v SECTION 250 OF ICE IONS FOR DEPARTEMENTDANDBRIDGEOF C NSRATION COMPACTION OF THE SUBGRADE. ABOVE ELEVATION 19.80'(WHICH IS ABOVE THE 100-YEAR STANDARDSTEDITION. TON.THET THICKNESS ROAD AND B CONSTRUCTION.SHALL LN, FREQUENCY STORM). 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT LATEST EI M ON THE EAILDRAWINGS THE SHELL SOAK BASE SHALL 15. CON T UCT D INHACCO D ALL INLETS AND OTMA SPEED CATOLL S.B ) THE REQUIRED PERMITS 1 43 CE AS STD T IXd EN DETAIL 98OFT AND SHALL BE CONSTRUCTED . ACCORDANCE WITH THE FDOT SIGN STANDARDS.ANDAS DEMPACNED A AASHTO T T-1OF8. OF THE MAXIMUM DENSITY AS LATEST EDITION.AND PBC SAY AND TRAFFIC DESIGN ER 6. REAP DRAWINGS SHALL BE CONSTRUCTION INSTALLATION TO THE ENGINEER FOR DETERMINEDINIMUM BY CARBONATES THE IU AND SHALL HAVE A LATEST EDITION,AND PBC STANDARDS LATEST EDITION.WHERE THE NIE PRIOR ORT BYH P OR AS AGENCIES.S BY 19. ALLIMATERIALSW ANDA L FLICTION WITHIN THE FOOT MINIMUM OF 407. OF CALCIUM AND MAGNESIUM IN THE APPLICABLE THE ENGINEER BY THE APPROPRIATE GOVERNING RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS MATERIAL FOR DESIGN.CONSTRUCTION.MAINTENANCE AND UTILITY OPERATIONS eN 16. CRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR.AT ON THE STATE HIGHWAY SYSTEM(LATEST ED.). sr, 4. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NO ADDITIONAL COST TO THE OWNER,ALL NECESSARY PERMITS, F., 0....SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD 17. GRADES SHOWN ARE FINISHED GRADES. FEES AND UCENSES. 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE 10 .AND BRIDGE CONSTRUCTION,LATEST EDITION.THE THICKNESS OF UMITED TO THE HOURS OF 9AM-3PM.MONDAY-FRIDAY EXCLUDING �•+ W THE UMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL TED N.G.V.D. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED GOVERNMENTAL HOUDAYS. MAINTENANCE OF TRAFFIC SHALL BE - c 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 i'S He THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 19. REINFORCED CONCRETE PIPE-THE PIPE SHALL CONFORM WITH THE STANDARDS(LATEST ED.)- REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FDOT 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 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. 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.i.(MINIMUM)28 DAY • SHALL BE BACKFILLED WITH GRANULAR MATERIAL IF HARDPAN IS FI • 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 ON PLANS. OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH AASHTO M196 AND SECTIONS 125,430 AND 943 OF THE FDOT 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 NI LATEST EDITION. PAVING SHALL DEVELOP 3000 p.s.L(MINIMUM)28 DAYS 0 1.--4 6. WHERE SOD IS DESIRED.LOWER THE GRADE 2 INCHES BELOW THE COMPRESSIVE STRENGTH. • FINISHED GRADE TO ALLOW FOR TICE THICKNESS OF THE SOD. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE W I CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 11. ALL UTUTY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE I 7. CLEARING AND GRUBBING-WITHIN THE OMITS OF CONSTRUCTION REQUIREMENTS OF THE LOCAL UTILITY. - d W ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. - 22. PIPE BACKFILL-REQUIREMENTS FOR PIPE BACKFILL CROSSING r Q ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT w-•1 N. GUMBO-WHERE GUMBO OR OTHER PLASTIC CLAYS ARE SPECIFICATIONS,LATEST EDITION.PIPELINE BACKFILL SHALL BE - W Q-I' ENCQUNTLHLU.THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PLACED IN SIX INCH UFTS AND COMPACTED TO 100%OF THE W to 0 Z PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING STANDARD PROCTOR(AASHTO)T-99 SPECIFICATIONS. .. ' I MATCH E)DST HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. •23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3) �� (%�� '� EL-t19.6 6 a 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN A FF EL=19.81' a Bs ° Z 0-1 ¢, U CONSTRUCTION,LATEST EDITION.PRIME COAT SHALL BE RC-70 OR CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. ..n t . ASPHALT EMULSION PRIME(AEP).PRIME COAT SHALL BE APPLIED ,z�' E' „y I h-1 Q. AT A RATE OF APFAJCATON NOT LESS THAN 0.10 GALLONS PER 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM.THE Ii19J `� I �l SQUARE YARD FOR UMEROCK BASES AND NOT LESS THAN 0.15 CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM ,Ill r, _ i A V W GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE (DP) I �y (7 W BASES. - ROADWAYS HAS BEEN INSTALLED. \Mr* `tea"F+".W") „mon W BRICK PAVERI '� W10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE - rsm,MOM N DRIVEWAY-SEE - �I Z REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND 'T" TIN .,,,, <:>:- DETAIL SHEET 4 r��"� SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE 7.. a YARD.UNLESS A VARIATION IS APPROVED BY THE ENGINEER. . ,!ooz*M.+s 'r r .> .-d a il � -• • I� W PARKING LOT SECTION ' ' la.,- U Q • DUCTILE IRON INLAY GRATE MIME BC 102 NTSVU RED DOT - BEDDING , ,.- - E.. n BUILT-INEOLO BLOCK FOR I / s1'�'-I CONCRETE z CRATE LOHXDOWN I t I . m c ti PERFORATED PIPE TRENCH ORi PAY]ENT .• • a < OLIVRAIN . . o VT.^p... .. w - CHANNEL r.-•-� Iry_4. Z'43'1 Q" NnnEnwM c2 OZ�v = •�. .Ij • �' PELYLOLX (SEE RAM) - cm b V', C son. \\// •�., .. • ` • / / c ', • rcPIFF8 rarNcw e -'7 ///�� § W Q 5 M'rs L _ • SUBCRADE /\/\ .>: :... .. / / RIBS I• •) • CYO 4.. .4 s_:�' C7 oT - //\\// j\� \ R95 Piro I rz ki _ ,ew rT PINE TO I / / : . . . .• .'.' / / PLAN VIEW 2 z G TO ice././X��i��/X\/X� /�\/X\iX\/�\i� /./\.• N, rMN) Y/r r � - MATCH ExlsT ��fLJJ ..T .0 CROSS SECTIONAL VIEW ,t„Q�+I EL-t18.65 B SI o 0 ANY.INC.P.O.B,,en/rn •0040W Rcoa/pw1+en.M.C.m1IV4 INV ^I'c� } FF EL=19.81• a�^ soo-.3s-smz COS-.tee.,,e wree)Q ENi sze-Bmc �rrou Risvnoreo rsunuDr* I 8.5 F/U of E TRENCH DRAIN * (TOO 3m-MIS I IM rABAC w TITS ' ' z U a 'ALTERNATE OPTION FOR TRENCH DRAIN: ES ADS DURASIAT - FOR PROPER INSTALLATION FOLLOW PERFORATED PIPE TRENCH G3 MANUFACTURER'S INSTALLATION GUIDE (www.ads-pipe.com) N.T.S. ft SOUTH YARD SECTION DRAWN: NTS M.T.J. CHECKED: i J.A.P. .- DATE: 4/22/15 _ JOB NO. - 15021-DTL i 0 CONYIN0TES T1NG S BINC MDED ITN INrodRNATA.AL PORRPOS'S OILY. SHEET NO. UNON S,CWED An SEALED BY A RECISIERFD PAM-SD:NAL 6 - DIEM EN SEP AN ND EMY,RCO(S0 ASSOCIATES. C. 3 OF _ • • HINGED GRATE HINGED • COVER GRATEPAVEMENT MARKING SPECIFICATIONS HINGED GRATE COVER FOR EASY ACCESS FOR EASY COVER ACCESS FOR EASY ACCESS • Ae Pavement markings to be wtak.d pre base lmicds• - pions and specifications.and as drecl.d by the ale Engineer 0001 the and on Iinifoconorrm la the rc000l N desk..Nts al ORM). ALL PAVEMENT MARKINGS PERMANENT MARKINGS Ae paved seduces ohm be pi-spryly mak.d prior to Me I I I • hods of darkness. Installation:' RAISED PAVEMENT MARKERS All .• o.. Moe b.Installed by U..extruded RAISED - Mak sh oe oe be tree of wean.bows.drips. - R.P.M.,shot be calmed en all lane In an d d 1 - drags,and other degrade-kg It..... centerinrs.Wand of 20'or O . 2 F�13.55- h Gnat Ndl w and to m layout markings - 4PJ4 shee b.a A a a type sou•B•makes • r. . I r-13.55 Mol.idc meeting FD-0.T..pair Banc and shod be award - Al mots-ids shy be alkyd hydrecorben by the sty Fnglnw price to ore- I-13.56 D•rmaplaslk tins 00 FOOT ap004W0h0.. - RPl s shad bin Insider!using 00(01 .o I ::;:;:•,:;:;:;:;:•••:o`er:• { - thermplastK asphalt ed quay concrete. -(- �;•;.;.;.; e N Thidnenc - AS makngs shoo be installed to o.. 90 mtr OTHER NOTES t�O 1 I '',. i:.: i;•;•. ♦• - o of molded measured abed the pavement wdaca < ) %]3••,•- • >:y<.•.• . . - tl Mal.:ds w0001 per FD.O pare*loll W •;•,1:•:..••:•::::::• ^ G Spheres: thrrnoaoaUc pad W FA0.T•W.df Balk ( 31 ) *:•.i' `L;•;•:;•:•: - Reflective 9, sherd to be deed tom - Pavement mating within drivels oohing lots may I 1 :•I -t stripes end marking.per FOOT Wed!flans. be painted madden to F.D.O.T-epealtloallor.s. I O ____-- •_•1% I . atamote uatrim - _ - - - ST4YM4RK making lope.a P oi.Mad spy b.aced •••• ••• as opproved o.emoted by the sty Enpinw- . - c Loydob STANDARD SOLID *PEDESTRIAN - Loywt Nall be node sing narking chalk. - It Is reconmrded that marking knout be inspected by the City Ensiled prier to the Oddment of APPROX.DRAIN AREA.60.62 SQ.IN. APPROX.WEIGHT WITH FRAME•39.90 LBS. APPROX.DRAIN AREA.50.6 SQ.IN. i Q Tend makings. APPROX.WEIGHT WITH FRAME•40.613 LBS. APPROX.WEIGHT WITH FRAME•35.04 LBS. TEMPORARY MARKINGS _ Temporary markings rimy be used pay as q.0Jled In this • NYLOPLAST 12" GRATES/COVERS 5., .echo..o o•oypro.4 a erected by the DIY Ervin..., xN • Find Pevrn.nt Srfaa STANDARD GRATE HAS H-25 HEAVY DUTY RATING - Sv. - • - 0.7 Tot barred monde;tope le allowed SOUD COVER HAS H-25 HEAVY DUTY RATING oy shall - AS tope be to ...melty removed...melt with PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING 40 p.man.t matte plocrnenL - QUALITY: MATERIALS SHALL CONFORM TO ASTM >B c Other Pavement Surfaces - A536 GRADE 70-50-05 do A4B-CLASS 308 - i He - Intermediate basement stalks may be.naked with • MATERIAL: DUCTILE IRON GRATE W/CAST IRON FRAME •SZE OF OPENING MEETS REQUIREMENTS OF AMERICAN FOOT approved molri00 designs.and PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DISABIUTY ACT AS STATED IN FEDERAL REGISTER PART III. . GhWt,. LOCKING DEVICE AVAILABLE UPON REQUEST DEPARTMENT OF JUSTICE.28 CFR PART 36.NONDISCRIMINATION PRICE INCLUDES FRAME 44 GRATE/COVER ON THE BASS OF DISABIUTY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES; FINAL RULE PAVEMENT MARKING SPECIFICATIONS RT 8.1E PAVEMENT MARKING SPECIFICATIONS RT 8.1b 4N (Sheet 1 of 2). (Sheet 2 of 2) 12•n GRATES/COVERS . N.T.S. I DWJO BASIN - CD LT'• MATCH COSTING IIIIIIIII - En 1Z . DRIVEWAY Wahl . TIHIOIEI£R IS GREATER (2 -WAY) Cal • � -UNL ss oT'JOwUTTdSE-WA0 - I.-- - . - • - •yak #7. -mac_ r ti ocress j q GUIDELINE O O A- SNOWN ON PLANS N ) 14 BRE t-:.:..' WU G. SCORED OR I I SSGOWRET O2 - _ ._ Ch W� JOINT• N T �`• ////-�DEWAUC r 1CR LYE-1/Y SAND BEDDING 'i is/ �.,IIIIky1111 IIII • Qr a y� µS�, / DRIVEWAY -), 1Y COMPAGIFD ABGRADEOIX SWFENWG I I I I I II II II'I' 1'lll III I I I!I IY!I y A d � ro 98L PER AASHTO T-IBO • a) Cal W SliN . 5,1 -,••• 6.3000 PSI.GONG SIDEWALK BASE - • NO STEEL OUTSIDE RIGHT OF WAY e•LWEROIX BAY J -.. __ - COMPACTED TO 9BS PER.AUTO T-180. 0� .A :'.'••: INSIDE WONT CC WAY 6-DMER=BAY COMPACTED TO 4•INNaN1T-24• W }I ss•' 9000 PER AASITO T-IOU OR 4•FLOW-ABLE FILL(00 PSL MIN.) 6 WN E30• C / Z C . -RWLWAY) .. PAVEMENT r N s r • ROADWAY BASE ROAD B III Is.. INSIDE RIGHT OF WAY Er0MEROCK BASE COMPACTED TO . a • --1 A-1.. EXPAN5IOF JOINT AT 96X PER AASATO T-180 OR 6•FLEA-ABLE FILL(100 P.S.I.MRL) (TIP.) EQUAL(20'MAX.)INTERVALS 161,11N WIDTH GUID 'E '. CI CDW-� PLAN FOR DRIVEWAYS OVER 20'MMOE PAVER E• 6• 2-RANDS - -�.......-.. .. 0-s A NOTE:SIDEWALK SHALL BE CCNS1RUCTED 1NR000N 0W 0EWAY. • --_- '-. En MATCH PROPOSED ON AT N0 0000 ONAL SPACE og z 0ELEVATION AT o0HOT SW/JErATCli DEWALK toEDGE SPACE Bs.ETIEEN PAVERS .<EDGE 07 PAVEYENTA ( DRIVEWAY) - F EAST.S/11' -6� r SOPE dIERE APPtiCAW r 8•SOLDER COURSE _� �.. _ & -1_I�1 I��I E/1 na� a=,.�'+J::::.--.•'. :.-'~' CONCRETE BAND INN I 'Z v OR-r TYPE CURB GON IIIIIII1111'I/ 111114)IIIII!I c�1 U2LL- 2' 6• OOIIPACfID SUBaiAOE - al w i T-99 NOTE: E SECTION E A m 6<0 0 i an K.7*05e-5_ 1.1ER5 TO t.USED W Z. • GONG F,^_r o NOT SDEWARE PAYER RED/CHARCOAL BE Ra1A110-STONE,45'HERRING NI E O NOTE ALL 00Els41.5 THIN CENTRAL BUSSRIESS D5TW0T BONE RED/OUR00AL COLOR MIX/2. --rs... - O O�W .HALL BE A YOdYUY!WIN S B• PAVER BRICK SECTION • >m`•. <� CONCRETE DRIVEWAY APRON RT 9.1 DETAIL RT 10.1a - DRAIN BASIN ROAD8HIGHWAY WQf!Oa = (H-20 TRAFFIC LOAD)INSTALLATION DETAIL A A • A B C I ›-.r8 DUCTILE IRON • DUCTILE IRON ;I\/�(�/J��j'Z Ft1 ''T� CRATE W/CAST -1 1- GRATE W/CAST 12" 4" 10.50 �L./ W 1 .I I -. IRON FRAME C IRON FRAME 12" 6" 11.50 I 12" DRAIN BASIN I. • _oo" Illi DUCTILE IRON GRATE 12" (--••(1) • W i W/CAST IRON FRAME -1 12" 12" 5.00 Y4RIABIE I VAWAmr DYET0:L Z _ B INLET AND OUTLET OWEIML KOOIT ',W FOCHT 22) U B (:\ ADAPTERS AVAILABLE 4" -1 e!�e T W n VARIOUS TYPES OF VARIOUS TYPES OF , THRU12• • uze OUTLETS WITH WATERTIGHT 12X1x OUTLETS WITH WATERRCH7 s��e •(2)MAXIMUM , z , I T 12u6 ADAPTERS FOR: ADAPTERS FOR: •1 (--� - ADS N-12 ADS N-12 RECOMMENDED to f Iu1D SDR-35 SEWER VARIOUS TYPES OF OVERALL HEIGHT 10' •(1)ADAPTERS CAN BE DRAWN: SDR-35 SEWER SCHEDULE 40 DWV OUTLETS WITH WATERTIGHT MOUNTED ON ANY ANGLE - SCHEDULE 40 DWV M•T-J. JI CORRUGATED PVC CORRUGATED PVC ADAPTERS FOR: 0?TO 359?.TO DETERMINE RIBBED PVC RIBBED PVC ADS N-12 MINIMUM ANGLE BETWEEN CHECKED: - SDR-35 SEWER ADAPTERS SEE DRAWING NO. J-p. - I SCHEDULE 40 DRY 7001-110-012. 12" INLINE DRAIN CORRUGATED PVC N.T.S. RIBBED PVC DATE: - 4/22/15 12" DRAIN BASIN JOB N0.15021-DTL4. N.T.S. 0 CDPWDOIT 2015 BY ENVammON ASSOCIATES PC T O DNAYANS IS PROVIDED FOR INFOXMATICNAL PURPOSES OCT. SHEET NO. 1.01140 5GN0 ANTI Sr0FD BY A REGISTERED P4'iE5501H 4 6 ENONER REPRESDIiwO ENW COMIGN ASS0OA1E5.INC. OF - • • • • • • ,` -.TATE BENDS AS RECURED • 7635 OR I RC YAX CDR Na WALM-1300-15H0 01T01 WON (W)+,' ro.--t== BOX 3 HEXAGONAL I1 LOVER YARNED'SSURFACE RESTORATION ^• EXPANSION JUNT 1r.) LYYE 8RAN01(NO TEE - TM I MATERIAL SAWCti FINISHED9711 (TM.) I SURFACE.RXNT =_ CONiTGUREO F(iTNGS) �I I DOUR CONC.CO LAR - s^ ALTERNATE: TO GRADE • :.I ellilliliE 1 •I i 1 1 lI I`_� SLOPE UP TO 2 - 'MAMA.RISER AND BEM IN MOVED AREAS ''-'4.-.l ...-n ii..........:: _-'-- -----_ 1/6•PER F00T MN WHFR_GREATER SEWER DEPTH PAVED SEE NOTE NO.1 • - II SURFACE • \\\\\\\\�' ��'``'`�' o REFER TO PAVEMENT 12-.. ' M 1r REPLACEMENT BASE ROTATE BED L ` /,� ,��: I\- '- ' _ JONT DETAIL RT 7.1 / LAY ON MIN B•Pet sDR ss A • ire.. SEE.1 FOR.BAOUILL DETAIL UNOISNRRED SOIL .fm". I I, V FlOg GU 21 FOR COIPACTDN /� INVERTED THREADED 4• • I� e DIA-VARIES REDUINEMENn ��.►�j) SLOPE UP TO P.VG RUG I Y X 21'S0.GONG h1 1/B'PER FOOT MIL I W/1-/4 EACH SIDE • 1.-D•-.1 VARIES II.-0. Ma1T ON EACH BRAWN SCHEOQE b SANITARY DOUBLE SERVICE IcAKE a CONNECTOR GE PVC CLEANOUT z d SEWER YAM R/W UNE 6•-45'ELL yi 6•LIN.SERVICE UNE r-45'WEE r LANE • 1. REPLACEIFJNT BASE TO AT MIL 1. ALL pSTURBED PAVEMENT MARKINGS our ON EACH BRµa \ c� tr TRIOt. SHALL BE RESTORED M ACCORDANCE 1S SW WRN Ott STANDARDS YAX �R/W OR EASEYLHT LNE w 2s BASE MATERIAL SHALL 8E PLACED TO - N TWO LIFTS AND EACH LIFT 1 SURFACE MATERIAL SHALL BE F.D.O.T. °L40 COMPACTED TO NM IMMUNE TIRE OR s-n ASPHALTIC CONC. F - GRAVITY DENSITYTHICKNESS PER AASHTO T-1B0(YAX SANITARY SINC:1 SERVICE PROPERTY UNE 3WfR ■II� I� �y UR TMCRNESS.6•� (NM.11TtlwE55 1 1/2'} SEWER YAM r MIN.SERVICE LINE 3'V"."1 2Q 12•EXCAVATABE FLOWABLE FILL L ANY PAVE.CUTS SHALL BE COD o 6 MN.COO P.S.L VIM'BE USED IN OtIS PATCHED AT END a EACH WORKING �� vs- I CLEANOUT - CF 1r BASE DAY TO FACUTATE UNHINDERED MAR. 1-' - TRAFFIC FLOW. • R/N OR EASEMENT LANE 1 ASPHALT CONCRETE PAVEMENT RUG TO REMAIN • JONTS SMALL BE MECHANICALLY NOTE: 4-S x. HARCO.COUPLING M PLACE UNTIL E • 1. SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY LINE A DEPTH SERVICES DAY.(D0NTS NOT FOR CONNECTION TO TAALLOWF.IT) PU,,,,E MARES Cr 3 FEET AND MARKED WIN A rX 4-TREATED STAKE OOIMECTI0N1 - 2 0.EANOUT INSTALLATION SHALL BE PROPERTY OWNERS RES°ONSRIJTY NOT£ - a A SHALL RE NSTAl1FD BY UCENSED PLUMBER 1. INVERTED BRASS CAP SHALL BE USED M GRASS AREAS IN LEU CrCASING AND O AND O 1 SEE DETAIL PM 2.1 FOR SEPARATION REOARFLENn CONE COLLAR. Lr-^y 2 WORM DEPTH OF SERVICE LATERAL SHALL RE 3 FEET. • - I�U VC yl PAVEMENT REPAIR DETAIL GU 1.1 SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 a M•4 d W d A A 7 �HyL • METER BOX BY CONTRACTOR. 'AVEIIENT EXISTING GROUND - rV ^ w PETER BY CITY !•i•W_-W��•3ri -�.•'I,•.%�•rW,•T,"/V' 'i% W rO, �O PRESSOR 5T '�!CV .0%. AS�0.4* i41i.:H-.A 0.4.�VC�\4" w V I-y AAA r"�•%1•.,�i. ��y"...•I.IE�. d w t:N,.•:it-.4.r -/!'.„P-fA REMANNG BAO mu.PLACED AM) W REFER TO STANDARD �\�,.,E/.pyLiC .�•56%5�1N4 COMPACTED PER APPROPRIATE PRODUCTS LISTS: I iCti'�irti 41�S•y„i 4,.r}• SPEOiTUT10NS(SEE NOTE s SHEET SPL-2 FOR P0.YETFGYLEFE TUBING g" - ��!i. IP' it•�Ir•\ BELOW 6•MAX.SCE E C ER eBw�D SOAR/340a \8.•BB9,!S.i R !jgteRehl 1B•MAX LIT. Fy Q 0 SIERT SERVICES _ `,) . ..: . 0 .;� CF1• O N wV • T2 GRANULAR BAp0x1.PLACED AND '7 BRASS CURB SKIP I •' .....T2 N. COMPACTED TO PIS YAK DENSITY vv R+, ram' STRAIGHT BALL VALVE I - ' 12 'TY??� PER AASHTD T-180 7/Y YAX C9 W /� MTH LDOONG WANG (SEE STANDARD MAX. , AGGREGATE SCE 6'YAK LIFT. PRODUCT UST) LONG SERVICES_ ,5 Pl r N. x z R/'I LINE�1 •ATERYAIN ` 'T BEDDING MATERIAL COMPACTED E-I O .--1 F4 \ TO AASIITO T 194�TY PER - Q' C, o W SCR 60 P.V.C.SLEEVE UNDER 316 SS DOUBLE STRAP SADDLE ♦ v N Q • PAVEIFT.TO EIGDRO s BEYOND RATH BRASS CORPORATION STEP - THE EDGE a PAVEMENT (SEE STANDARD PROGOCT UST) ��`�v��`�\- vp:`f- 1. V) NOTES: 11 • 5 1. SUCCESS VE TAPS INTO THE WATER YAM SHALL BE SPACED NOTES: Q .14 A u6IMM11M1 Cr 1B•ON CENTER. I. UNSUITABLE IN-SITS MATERIALS SICK AS WICK.DEBRIS AND OVED:BEDDLNG MATERIAL AND .F-'• v D• l 2 SERVICE ONES SMALL NOT BE PLACED ND PET PLED ULCER DRIVEWAYS.DRIVEWAYS. LARCE BA DIU ROCKS SUING OF WALL BE ASHED AND GRADED N,EROO yr . ahN 3. ALL LIVERS REWIRE A LOOONG BRASS CMS STOP NTH -vs-MENG. 0 n O.-. LOCK WNG(IKON.). Z i m . 2OR THE NECNEE AND/OR STRUCTURE SHALL BE FULLY NPTED FOR ITS 6 A T A. NO FITTINGS BETOKEN CO2DORATON STOP MOBRANCH ENRE LENGTH NTH APPROPRIATE COLmACTON UNDER THE PIPE 0 4.Al, ASSEMBLY. HAUNCHES. C U C S YAKMAI SERVICE LENGTH IS 100'TO DETER - E t 1 THE PIPE AND/OR MIXTURE SHALL BE RACED N A DRY TRENCH. vT., a„.° S CASING PIPE ID.SHALL BE SERVICE Q0.PLUS 1'MINOLN. A. BAC1FILL SHALL BE FREE OF UNSUITABLE YATERUL SUCH AS 0) 8 Q S^ - 7. ;AN!NUM BEND RAOLUS ON SERNCSS SHALL BE Is•. I.ARCE ROC.MOOT.AND DEBRIS • 0 N° F'O W ON Al).SERVICES UDI NO YEIER. o U S. B. METER SIZE WLL BE DETERMINED BY PUBUC UTILITIES DEPT. 1 COMPACT BACRFAL TO 96S DENSITY UNDER PAVEMENT AND O W o UPON APPLICATION FOR SERVICE - TO 55X DENSITY ELSENERE(AASHTO T-160) CLL N• yCP _ 9. A VALVES TO BE BAIL VALVES S COMPACTION AND AND 0EN2TY TESTS SHALL BE COMPLETED DURING DURING W ST 1 C,O a, BACXFRL OPERATORS CONTRACTORS NOT FCI.OWNG TRS 10. METER BOX SHALL RE PRONGED AND NSTAL1111 BY CONTRACTOR PROCEDURE.FOR WHATEVER REASONS.SHALL BE PENNED TO r4 w; - RE-EXCAVATE THE AREA IN CUESTON.DOWN TO THE BEDDING MATERIAL.THEN BACKFILL FOLLOWNG THE ABOVE PROCEDURES I '�U El, TYPICAL SERVICE CONNECTION PW 9.1a • TYPICAL BACKFILL DETAIL GU 2.1 ElT • Qry En a yon� W VI •i z S a - z W . DRAWN: 3. - M.T.J. CHECKED: • T.A.P. t DATE: 4/22/15 ' JOB NO. - 15021-DTL 1 • O COP DWS m ASSOCIATES ORNG I P0 FOR,rOMAINNM.PURPOSES ORY. SHEET NO. 1. . INSMISS BONED MD SEALED BY A REGISTERED PROFESSOUL ENGINEER REPRESENTING INTRO:1E11GN A55OCATEI.BM 5 OF 6 - • ' STEEL CR INLET FILTER INSTALLATION EXTRA STRENGTH FLYER FABRNC WDa POST WITHOUT FRAME AND GRATE NEEDED WITHOUT TARE MESH SUPPORT FENCE POST FOR ADDIDLNAL STRENGTH II (NCO OR STEEL)`� I. DE MERIT Cr MOS.CONTNL MEASURES N I.ED r.s."-.!1 T a. FLIER FABRIC MATERIAL CAN FABRIC ;•f, '. PLANS TO TAME A RNRFam 10 GOHTAN AT MO SOA.01i p TIC BF.ATTACHED iD A 6-INGI(MAX) f \ �/ PROECT STE.55 RE9WSPONT.S wwmm FOR DE NRTpp S 6 MESH AIRE SOU.MYtl1 HAS r "L�F'T'N pry nIE CCHTRACTOL LE 1ST 6 WRG COMM E4T 5*1 lESS E ROT BEN FASTENED TO THE POSTS �/ �� /)) F10W lior WRE SUPPORT-MOULD 5:E.. 5/5 GA.49 000 SO.FT. To BC tau...co BY AMEfA?Q 10 ITC RTPR®NT SO FORTH 01 DC •^` w�•:. �� TOLD WLRE SUPPORT.EXTEND 6'MIN.AT 5.�6 DRAW.DE ID[81F*+Am zvi BY u[Cnw:m NA.Op¢YT /' //.:� :'' �� a RUNOFF DE waami wvwG na.RCOU WADS INC INnT piINRX 11 0r. . FlDW MO MCA 5. A.10 H M -0.54.1.5No5 M1.RE ION.MST M ::PI. :r^' 1 z APmOKD[RDSNR ARO 5'AYDIT COI➢T4 yT.D VYS T•Ml1 a NSTAIlED '.w.F...... �"'..." I. FLOW 1. E � aXAnRc o+.WDc EXc.v m4 IRHNz a On.wn 1x• •m„;H -•" ,\_ D3TINBUS ACNIIES Ut®i DWY 6LTunaS I5050 TO Y6LLL .1 w1'I�a^, ' i SIGH AGAWAM -.1:, .�' b • 6�IYIi� 1 MPECDGN 6 ALL EROSOI COKTPOL 15ISNCS SULL BC Cwu1cDD WET. FEMI A 6��'y.e��1�`�yy. 10 FT.161 S9A WITH VIRE SUPPORT FIRM VX DID 6'MDE h f'D['EP .1......1.. . ;��" 11 AMR CA.9. SE ALL Knorr.. rr..AND/CA MO.RwAmHpr 6 wW A?. O,JO4 ,JO 6 FT.MAX SPACING WITHOUT WUE SUPPORT FENCE TRENCL BURY BOTTOM �' •CURE FILTER FA&LC IRASNLS SwLL BE NAM PIIOWTT,AS H®m. �I� • 6"OF FABRIC.AND �\�%/ 10 FRAME AND GRAZE A III➢CISI TRW W iaDMWL EATS NY DWa6AIG OK ONXR ACCOI+SF ANCHOR W/CWR'Ir"TED CA . BACKrl1 AFTER MXP G BAGXFTLL MATERIAL W51ALLATION OF \ , ' 0. AMT..040YH AND SONADLT CONTROL DURRES MAT BE AWARD NOTES: INLET FILTER• \// 000ICD WM:SMT Br w9E NSPEGroN SILT FENCE SFCTION s `/ 1.IRE HECHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 CM). E . 0. FnINi. L0.Y N O4PP01 IG�DOH� NKIURI 2.THE FLIER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT W THE LENGNTSCIN CONTROL...KaTH NOT TO SCALE T. MANAGE PREIS SW31 BE PROTECTED BY FILTER AIIO GRADED ROOK AS PER OF THE BARRIER TO AVOID THE USE OF JOINTS MA WV M.N.CETAL 1 POSTS SHALL BE SPACED A MANYUM OF 10 FEET(3 A)APART AT THE BARRIER LOCATION R ANY ACECS Ranh TO SE sHAIL RE RASED MDT CR..STOW.RCM AND DRIVEN SEC./RELY INTO TE GROUND A WROMUM OF 12 INCHES(30 a).WHEN EXTRA PAMTIGA0 STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE.POST SPACING SHALL NOT EXCEED 6 FEET(18 Y). 0 . S. ERCBW CONTROL YFI.4WE5 ARE 10 Y IHMHl4•ED LAIR PEAW WNi PLACE THE END POST pWAp LOEA S CSTABUsm 4 A TRENCH SNAIL N EXCAVATED APPROXIMATELY MELT f CPE F (10 CY)WOE AND f WGHAT OF TIRE HE END FENCE NOT TO SCALE F 1a TIMTER FEA9BE wnTRAI VV3TAn01I 94NL BE RETAIWD AM PRW1ECtm (10 CM)DEEP ALCVC THE LINE OF POSTS AND UPSLOPE FROM THE DARNER. BMX THE END POST NOTES: 1 ALL OF THE FIRST FENCE DANH IS TO 1*N ORI. NN 5E ROES 11 R 5,55.FI YT S WHEN STANDARD S411 T TO THE U F.000.S USED.A MRE MESH SUPPORT UTY SHALL i Q 1 CG/IRARCT IS TO CLEAN INLET FILTER AFTER EVERY STORM 1.FMEH Br INC zTAE 6 ROId.OpNHnlpr 6 aWnNatw PIg1¢na1 BE 0105 AT TIN 64 TO THE A)SLONG 5 OF THE HOGOSTS RINGS HEAVY DUTY HALL ROTATE BOTHNTOSOSTS AT A1a K OTT Cr 61AAY BEAOL STAPLES AT LEAST 1 NTH(ZS YM)LONG.TIE YFRFS.Gi HOG RINGS THE DARE SHALL LEAST LBO DEC2TF5 W A 2.CCITRACTOR TO RELIVE FABRIC MT PRIOR TO PARING. U.aSWAA.FROT.EL RDOIO orowno0 S1aLL LC ICU..0H.6 W A EXTEND INTO THE TRENCH A I4NNUM OF 2 INCHES(5 01)AND SHALL NOT EXTEND MORE ELOO WSE 0REC1101!10 • Cali Ali ATN. THAN 36 INCHES(ND a)ABOVE iHi ORIGINAL GROUND SURFACE NWTT THEFAB IC W RUL h. 6n 4T A cSMFNT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR TARED TO 1HE FENCE DIRECTION OF RUNOFF WATERS L . •d SHALL BE AT LEAST 12 TO IA INCHES INDEPTH.APPROXIMATELY 36 INCHES IN WIN. AND 0 WC145(20 CM)OF THE FABWG SHALL BE EXTENDED INTO THE TRENCH.THE 1 1 N1 DOTE BOTH P0515 ABOUT XL." n` o APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE OJR9. FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES(90 CM)ABOVE THE 01B0ONAL 1B INCHES INTO THE . OtOUND SDRFAGE GROLNO AND BLRY FLAP I • _ STORY WATER WEL REACH THE SmWETIT TRAP HA CSIRB CUTS MIKINT TO EACH T.THE TRENCH YUU.BE BAO°1LLFD AMO TIC SOIL COMPACTED OVER THE FILTER:FABRIC >_ c SIDE CF TIC.INLET STRJCTLRE. THESE OPFNNCS SALL BE AT LEAST 12 INCHES N It ALL PROJEGIS REOU+TE SUBWTTAL OP POLLUTION PREVENTION PINT(PPP). LENGTH STORY WATER MAT ALSO REACH THE BASH VIA OVERLAND FLOW LAND AREA TTACHING TWO SIT FENCES i • • 6E OV TIE CURB. THE CURB OUTS SHALL BE REPAIRED WHEN THE.TRAENT TRAP IS 9.ALL PROECTS 1 AC.OR MORE MUST SUBMIT NOTICE CF INTENT(NO)TO FDEP. A NOT TO SCALE REMOVED. 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I NORTH ELEVATION (SIDE) " I SCALE:3/1fi" = 1'-0° Q CI) -... . > zlu "Q a r :s r- • ., " - - - � yYf y - CC DATE ▪- = rlsru�mot®�Iewrl�nnlrnugNrerianettl�nntoluttirrrutenea�� olmrtteruototncrl�nniiuntnrn�infrtl�unirmgQrurltauc�lorsielenaloronivnrotwreet�ruatlens.,==., <`= r ': r'''=' -• _, _:. v n `_.' ,; : r i i t i i 1 n mI Rau- -��annlrinil/mmnnlrumrRtil/ntmnmmnmamt/iEmriEmrl[Ire[ultrnletrnnt/;:-- r:: __- .;.-_ Il/R IIr! It/n Irrnm/mIIBn r1tElt luril r/tltlir cl �_ �. -_ , " _: IrRln/Ruirrrnlrmlmlt/riilnrir[ildii[inlRtiteitiilrn� � � `^�e6nuirnr➢Ir[ILlteltlitririnrnulriin(r!1[i►/iri@Irnl@Irl➢liw1rlilmlilrmilrmla<.,::v•'.; .- - .- c- =.:= Tw nlrniifrin@t/tlntrini►rR[i► irn!aIIIu IgIIunnr" "ailnrmiemirimitelUlfrmnIIUII N1IIltin@I/nnlrinil/nni/ie1118mii/Ri;; '. , ID • ifn. -� -ten mntlimmr/mimnuImrnurmirltririilrnmm�itrinlr/iEie�/ii' -i'°:: -.`::= _;'--: .r- ¢ . ''- - :_ = :"_ Itrirlllrmerrmit/irlltrn[iirnmm�iirn ` = a m uiirmllrm in rnntririirninIInirrrlretmulrimr/irminnmm�irrirtnnr - :- .z_t : __ _= ; = ` = , . REVISIONS: ;=_:F_==`�:T=':=:_,;�"= =t.., rriner➢nnetri iir �� -..aril mi n m nt@Iriiumnlemimnit/mil/nr/-_- -_ : --_r.�:,��_ --�- �':�:-�-=- . >r I/RIQHiI[Ilrntll/nnlrir[@I6irn►i \ -.Avail—cim r m r u cr nc 'al =c 1@mil!rlt�IQii!RLr*�!IIE�' ��rl��sinafe iL�ii0r[E.r� R ar_ttmll.>} o - W _ _ — �- , , F -.„..- - _. ,., .. _.. .. _ ,_ . .. • _, L 0 E_ ---- -- ---- — - - — , if DATE:03-10-15 SOUTH ELEVATION {SIDE} SHEET2OF2 SCALE:3/16" =1'-Or E L - G • REVISIONS BY l s / • [3121515TowNEP3 PL 4i 0'er 4 ..>n..mam•M REQ33TESBE PLAN QWG3 MATERIAL SCHEDULE , N 11` Fvr..m.q. eerie area.. n OS, x.• Bowie.Gmnmfwr. Sa 2-rm. SS.+vr. PIW us.P]YwN I Vnp-d Vacate Merdpmnea4 MailpmeD'Pala double ,66aa.Yl.. • are.r..•M x,..i n P�oaalna•erw. • 3i•r' c.w.�P.sn Feb.* 1�16 o•relmwl w+•ew Silii MP.. `� /i •:.rvale.etrM M+oy Ip . o aY Maas..faorsWS/544 Trips 2a3G02oe I -.� b'ar L1i.r Codela.i rNM.r•nb pl s rtbuM (Ll4r.00i.d -�Tm -� I�mdwu44 ♦ Psr♦-d ASaida mesa/CMS..Pdmdo-2l. 141P ea.OA. • ...-I y� PM wood Yaw... na.a.r.pk Brie 1 3n8 Sb.Bria rico.Oi/Wale bidolmaod. 161Bea.Relocate .5.u..uw• '� N. Mt.lea Pw. �M..ntai.a y 'w'a n A6' rwaaw MI*,Wm•ale..is 2P]G.aZoc Shrubs Tmn l•.ma M. N L.,,rru�r,P,.,. 30 Pm Podocapus,eat I. 31-+GG!ree. r�yy� S,! Pi^Y.'fra.ma. 9 SC Sa.aDridensir i�dcd6n6sa HawTo.l P.i IS•163G61Toe r'60ere ,7Es Tyr . ••Damenn.an.abo5:tro4mtYnraise s9o+t ser..4D.'...oz.R MuuY. baaa m earn _ _ - . yap Gel - er•, �/ Fi,.Mi G•e. mMnSrc Parting ay..6 do. 4J _ '_I91r § *.. ♦Wyrs.cY • . Mu.sa•Ty.e.6 seers -Si ` \ .�� Tmion Ile 1r6'mi - _ Il amprerm LANDSCAPE CALCULATIONS L..-I�it .:.n:.I-A.T. II-,.rJG1st s6:b/3n 1013..n. e..wM2 al a zw b...Gars he.rw e.ntal. P � •-i' .- '6•"..Clan WtxAFIAtiLY.COfAt ru ltCUSlliAq • Tyaa6a-. *sew ite�im 6a mil �roanOeo•PaeMenrei.M dS.a.SMN rode V m A TorxLotriaA „A6lsa. Groundcovers Tees Straight Trunk Palms W Z B. Sn1CIUJES.PWLONC.YiKKWA1S.RIVES.ET 5616 SptIMMINM le C. iDTALPEralaUS LOT SAES 4616 5y6 r ' a. MEM.5HWR56 GRON0 COVERS FE-0..1 J 113. S7.6 I A.z) CO d E. NATIVE AFAOF>Ex856 GECSISC)YEASFflOViDED 6461 3yl r � C F. NA 535E VEGETATION BEOI�ED f& Sy6 DxEVj G. Lnn.E VEGETATION MOWED ass sya REMOVE EXIST.SHRUB co FL TOGISPAVFD VEFlc141L5EFAEA zmm Sys PLANTING FOR DRIVEWAY W Fs'? O L TOTAL SOM.tA`OSCAPEAREAr£0.11i13 gas Sys EXPANSION INS.'S) = pm) 1 IOT.511 14IRWaWd4PAE4P0OWm 4ser ask IL TOTAL INTER OR 51NDE1F4E3 RELISHED S rend r - r/ l�L Ur,=saft, f IEXIST. EXIST. = U - • L MPGIMEwOS LOOE1RM PR3M3^ ♦ Tu. uAJ COCO PLUM LIVE OAKS(4) Cri -e U IA TOTAL WENT FEET S.PHO HOLSO DATING. Gaff U C Oa VEYCUhi USE A�xT ITS L.H. \ Yl5CiY1fT Q O . • N. TOWS.HUMBFROFFf.Fr.THRTFissrcarEn 12 Tres - EXIST.SP 4 N O. ioTOL.1w1wER OF PETIMETES ITEESmD1DE0 15 Tn. /-(v ME7E. ` EXIST.SEA �!� �,L P. TOTALM.BESIOF LOG.MUM BE P,ESc'ISM tppy) PlitislicE ® •T2T,BLOC 13 GRAPE f� W '� on aid 2t Tn•. ATEN510tt y EWNG a TOMS NUIDDi OF HATMIiEE•w FLORA-D 6 Tars "...ITS> ® • PJ.•4LSYx _ DS 6 [Ps+roz.so' I ':�:Cy,•••,4 ' PROPERTY r �_-a 1 p E A. TOTAL MArdc I OF?AWE T.ES PRDNEO 6 Tr.. 6 TDTAHJWi.ZiOF liir"FSONRAVn0Y1']fD 6 inn.. SOD I 'a�f:�L,�`aQti•�crfl.,• `� N r� .. -- ��V�AA\'� �10 Q w O 'ir e s o-ii - gMM emerni l►_I OS AP► �► ! ,... -•�� l Lli W V > ,. 4i,2•• ,d,. '% "^...,s-.a a�� wti� e/.■iln.... itr�T '/�.'ce �\1I Z!�• o GENERAL LANDSCAPE ROTES: I I,',-, �.`4Ji-/�'.!._•�•'�e'•'- �'a.- L O• I \ .t...0 :,y 411.1®=a//■� ■..Mi-ion////u//irlamm /:/.pr_�c1===M=/-w.•••.-..Lent\ r� /� • 1.Al plant material shot be Ft.i 1,ce better,as per the latest by the I ol Fl,C'xatlecE standards.Al�peonwny"yw.,��-r zpgrPy/-.SE rIM�17■/./■/dN/////f W1111W/IIf/////f/ �a -P.W lJ i` z .4 N . quaity materials shall be F.Fancy.and shot be pre-approved by the Landscape Architect. RELOCATE EXIST. OSA//////OYW/INig+lfa///WO//O///WW/f//8/////f//Y■1///ffY Z Lsj r- •2 Ai plant materials shall be true to name E size,as per FI,Grades E Standards.Plant materials which do not meet,or HAWARAN 11 PLANTS(5) _ '...;,+•...a,,, .- exceed these standards will not be accepted +.......... Wu/�WW11•/1/®/u/IIYNMEMENZ//fOPO/~/11MMENEMmmm/m/////f/f/� 711_.. a-' `; LLJ Q ,� `a 3.Quantities.s¢es.and locations of plantssv0 be determined by the Plan and material schedule.Sizes of the specified -'.\ ✓ :�.. w,•--rumaikammi f�...s,.Wp_../f/m/�f/f0/m/W//Yfl/fa//n/n/mismiu YtuY/sY�.-_/IOmL \! 0 0 ma pbntsstndltake precedence over the container s¢e.Spacing of the ground covers wit be determined by the rtnoteriof ' ...� �...,, Ape/W/a/ air . ''-----•�/fWW//f/////O...nnn///iumumm//maswas //f '�i, schedule.Quantities shown an tna material schedub are to be used as a 9uidefne.The landscape aonha-ta shall be �- "( «...�•`:7 W � •1� Y///f/f r.V\fY//// /f/ ....,�:. �� t. -. W/fN/1W/ W L //////// ANAM /8/f10//WU•,., ..'w: \i 7 :- responsible la the actual quantities shown on the plan The plan wit take precedence over the rsnterid schedule. :- E/f/oY/loin 1 _- jlliailli /fo//// w ////f//o�//,•„'•.'`••w.`,: \. • Discrepancies that be brought to the anention of the Landscape Architect.prior to commoner*. I - ////Oly auvigrdt. �.../0I �:wom„l////////1 s . 4.No sudstitutiom shall be accepted without the landscape Architects written approvaL Al Substitution requests Shot "1.... dnAu/f n► EXIST.ARALIA - «� BOfaffa • fart///s.iq., • AL . ./W//////f//`,wo.."'.... - bemadeis dsloo I Wf//I�M..�•RN EXIST.WART r,Yw��"`��y//�vv/r"�' • 5.Planting so3 sndl be clean sterile,and tree of debris.seashell consist of 507.H.muck%50%clean sand Tree's shot ,' flf/IhtY I' C a.=., //N//11v/M", ^.�,.. • bar installed with a minimum of 6'an sides E bottom d roof bats Drubs,plants E ground covers shall be istaletl with :�.,. AMP"'•i ////ue EXIST. FERN 8 55?"" ••'' E vuv�0��.�••;•QAL a mu,inum of 6'on sides E bottom of roof bats.Rooted cultism shot be installed with❑minimum o(4`of planting sots i��r� THYRALLIS FOXTAIL FERN RELOCATE wo�f fp tap ,:t_ \ •, P rill 5iii (/ � Awaked rho the top 6'of the exiling sods.Sabot pans and Phcena specie shot be iota:4 aim a clean well dared n I TnI �,+ J_ Irgilf l I wo--n........... /-•«.r« _--1/ sand. f/NI♦ Eklti �;o••L•J',e HAWAIIAN TI I •'�wo...t//1WEasluuuitr.e Q rl i a• f sr i�i:4�GJ �_ BOUGAINVILLEA I� r��.��gb[.I.7.:\F:////Y .`,`�,�,4� • 6.Mlorganile•or equal fertle.shall be appned to al plantings.per manufactures recommendations.In addtion. a cGG �• A rdorni tablets 20.I05 shill also be Led to all ants I aL.and above.per manufactures recommendations. sre-..- 1•.1R G1 f�J,iP v s♦v/ Ff6TriG 55ipirAEL at �s�I� q �:••�•M I'./ 6 C • B 1 ) Oo (d 9 ,[ ., �I�■fO'YLsSL9/aPafai>A.'•.•we• 7.AB trees&pain shall be mulched with a 3f1.diameter tick.3 mintrmwm depth.Al...Ming beds shad receive 3' N' fiJJtJ,.'Jr`�V•� �{•• �tr�Y/ SS ® p r///tralT`'-•r�//tr.-�•'`-•�`^.. t� Mr trashed depth. c =t .P JSY' Cif �' 1/t IDIABDGts WniumemflllYff//i■wo�_ P Pan IllE PROJECT. planting pretest Mulch shot'Eucalypluf,er approved Claud.NO CYPRESS _ 7=I w YY•� . �s// .e � r /S;lA.4aL f7.W �/Vi/ff/lJl:r l li/f/NpL+.e.�■ MULCH SHALL BE MIMED ON PROJECT. o(r w)i•,��JS�agjffff/ 06 EXIST. FfE.uls �SIIIi-11/L1111�1 ��uf//1T7.1 �u////•+..�..,-, �.: 8.AI Plants shall be planted at sod level which they were previously grown.Shrubs and hedges are to be planted 2ft. j • ® luI EXIST. a A /��f. iCjrlu G. SOD ¢z St �U_Y��/pVY Y. •.;• ,•Wn�...,,••......~�..."•❖•,�...,,,•-_ `_ N hand-watered la a mdmimrJm of I week ones rztotatron,and ihereaner as required Contractor shad advise the _ c I 1 It f7 �//affaramin I" ..,y rr .4•,wo�w..,�•+"•"�•.•..:W.�.�.••,.••q.•...•q...•�� n� I ) 7 Fw-Ix: -./Lu/digana/F .,.. .^....•,'••..... - -..•::-'. +.mow:• ! / C owner of any additional hand-watering requirements.• 2 '6 ?//.` /1�. S. ..„• w"•••r..,�••y.•• .., - o.�. 0 • 10.Al tree's 8ff..or larger,are to be staked or guyed,to provide ample support such Mat materials remain straight E � .., .. .,."..L'•'•.....�•...:...yw v� r:.'p _ up-right post through 9 guying performed IST. IST.AFRICAN IRIS ® w.._ �w,,."'�'•,. "".v,».."�,�.•-_�.,:�z-•®.,,, car true in an ht lion ih h the guarantee period.Stoking a u' shot bar named at the option of the �•••- �.V ., ,•••• r. a /115 . landscape contractor,except where required by code.Hovever•the landscape contractor shill be responsible lord - COCONUTif =ei� ��. �$�5•,....•„�•:�" ., L.,.•..y� sl�\' Q tree's L palms remaining straight&true though the guarantee period In the event that a material shifts otter It has PALMS Q5NtG "�•... „• •.,..Wy` ^�.='+'•-. �'__ been pre cp,•. EXIST.PINWHEEL I -••� `■ Pony stoked or guyed.the landscape contractorsh all not be held responsble. wI E,rtRy "' ,••��'•mw.�w, y',�.-„•"•�..,•/ ; 11.Al sod shall be'Fhratan'•unless otherwise specified.Sod shad be dense, I. JASMINE EXIST ti, - w"•• ,,,'...M,,,,•••��••�•h� J,..e•• .•■+\! O pe green,wet-rooted and free of debris, �•'�+•. �wo�,,. weeds,dsease.a imeds.A complete 6dE'edluer shot be awned of a rate of'albs. I,0a01 ft-Sod s fo be 'fit EXIST.TRINET URIOPE -35,• ;"'••d,,"::`r'..;'••'••. ,,,••«,.W rnWe PP Per 4 /::...."..-... •^......«" A ^..J'>,watered to a de th of r immediate dfesinstalation.Grades ore to be raked smooth and al debris removed EXIST. .... .., •e...'• `9"'w'�••,,, �`"",,,P y PnOr EXIST. �.."".•..'a' .:•r«•.'„•.�..4., r� ..moo _ •L1l lEns).n /COPPERLEAF 1�v...'•`�'.. -...••�•�...""'••` ""Lt ' 4(1LE:121.01) BOUGAINVILLEA ' �-..o_•.."�•• ....w"'�'?.,;;:^ �f � 0 12.n Al trees,erred leodseoversshot mguQanteed la aPeriodsis&d of 120 days•andal scue are fora period of ' (.�- t�4t� -�.J►m. "'��'�"•^�= 're •i• one year,otter irx data oil substamtid canpleoon.Phcerux carnarknis E dacygera pars are to be mainfaired per �1 f-�.� - _ _ growers/supplers recommendations.by a gyr ied person.a frm.Said maintenance program shal be the i f Mt • ,� ^ ®REMOVE - I"':\ ,ly•, lJ_ F►1� !__ resporsib5fy of the owner.The landscape hydrae ail be deemed as rejection of the plant materials.The landscape I I EXIST. � '•�' •I'' �� C�I la tocAnat. TREE STUMP �+ I,= w contractor shad Tomove any,or al of the rejected materials from me site as their decretion I .-`-� ( ) (1.) Z r, - 14.The removal of'base rock'"6 not inducted in the landscape contract. - ).: � orolik SST' F 61rrriD�.- ',41.01.4 FICUS SOD V I5.AI grades are to be withal T of finished grades,prior to the Landscape contractor commencing work l.N�N won..we SOD ) .STOKE:•- , Opt/ l E E g0 . NOTE: ip» �= pt=„4,6...„,,, EG1WY ' . DSU. i 'zw m• e-Ttrfa ono L0T25,BLOCK 13 ` ,rfaU oNO TREES OR PLANTS TO BE PLANTED IN �..�„I ',�a�'�[I� '. __ ___ ___- : ' 61'� r N O DRAINAGE AND GENERAL UTILITY EASEMENTS EXIST. i;1js �✓ ��i _ 77 �r�� I ARBORIC• f 411411.111 �.a' 1 `nRTY wE �y` CCD NOTE:SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED CROSS-VISIBILITY AT A I ' rr 1 elf.. l_ _ N o LEVEL BETWEEN 3 FEET AND 6 FEET,INCLUDING TRUNKS. I I rF -i 1 / EXIST.SEA EXIST.ARECAINV ,., GRAPE ouml ALL MATERIALS NOT INDICATED TO BE REMOVED OR RELOCATED SHALL REMAIN I ' EXIST. PALMS LOT 28,BLOCK 13 I I Pt EXIST.UVE AGAVE EXIST.WHITE BIRD EXIST. EXIST.SABAL agGMo I - OAK TREES EXIST.JAPANESE SCREW PINE PALMS --------1----- I EXIST. OF PARADISE FERN(1 B'x 12') (20'x 20') D.H.C. ORANGE (16'x10') NOTE:SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED CROSS-VISIBILITY AT AJASMINE TREE ST IRIN� OPTIONAL AT I OWNERS I OAR *3.1215 LEVEL BETWEEN 3 FEET AND 6 FEET,INCLUDING TRUNKS. I (12'x 10) REQUEST 1 ,,,Y6 I'=10,0" NORTH. f....---- ,,.- 21515 U. Landscape Plan L__1 OF 2 SHEETS . REVISIONS BY _--__ IRRIGATION LEGEND RECVSFEROwANS PIT E SRE PIAN CHMu"--^. Laser Drip the 0 Hooter,adpustable arc turf rotor ' . {a Toro 570-6 Pop-op.Strip Series - • m O0 0 Toro 5704 Pop-up Series w/PCP pattern as shown • • A Rochdale Voices - ' O Bubbler Fleods . LJ Rain bid Contoler/Mini Crck Rain Sensor(Existing) • Water Saxe:City meter(5/8'min.) 0 PVB Valve,Per CRy Specs.(Existing) NOTE:MAIN LINER VALVE LOCATIONS ARE SHOWN FOR GRAPHIC CLARITY ONLY. ' /� ALL6. MAIN LINES I.VALVES ARE TO 9E LOCATED WITHIN LANDSCAPE AREA'S ON-SITE r IRRIGATION NOTES: —/ CJ `° W Notes: . � Z . Automatic Irrigation System Q en Water demand/zone Dt Pressure required(refer to plan) MINI I . _ • GENERAL ■.S System shag be installed in a....vhu..e with a Festal Slate,and kcal codes. Note: iY Contract craning:and Contract Specflwuti.,�e. Existing irrigation to be m°d!ried 10 provde 100%coverage to 0 Irrigation design h bored on Tlonfng Plarf doled 03.12,5F landscape area,as necessary. s LL . Contractor shoal refer to this plan to coordinate sprnkler locations and pipe roving n-vr wn u.. rnvEes Y/Cn Z (dJ with plant locations, v *mwrZvoe' nesr+s - U The water source for this system shall be a any water meter(5/B'min.) • -- �- U C The mar loll vows shoo be actwled via automaticTer,and shag be 1 - ' illti� m. U . used to scrim the zone Frees when the system h not operational ,l••. = I Contractor shoal adprt the irigotiort where noted on the plans for actual yield - ' I / �` Q r eondtions,and shall install the system in accordance with South Pond higatcn ' • . ` B .� • Society Standards and specd'cofrons, i � ;� . °'�'er� / •(PRDPERTY NE r:( �, , i 11111 �- �'�'� _o . iliPt!.1.i.,:ts::. • •Ste ,:',.,�; ! - .. ------ m CC dTo isura proper opera9on al Mk system Pump size,pressuesirol,d.Ppe antl vice b .waw-._ '._�. t __.7 - _ - s , , fh sees,sprinkler spacing,islagation details.and afkatiors shoo ba • ' 1 •�a..•.1lS'Or•♦ ��""" ». s - tl -_ �..' ' / licE ujfOTowed as shown on the drawings and h the specifications �'.S'�07/.IJPIbE . = '-. w y ^^••.t. y �i.y` Vn LLJ • � i rsvawv�.a<.'• - ^•e.•�„ •=t:9-^rlltt`•7dus�-rit�m.t.otieT.y�-T3.�.y: q� N�' r Cl) ¢ N'S3i�,:.. TM�y`71n►_/Bti'�h �s_viVU�I�nItA�VF��a.+��t.t_R!�@_l:�CI��C-��i�Ti...._ Irrigation system shall provide 107x me.with a lOSe overlap minimum,uhTQing ' t_ ,w«sy'-"'y--.''.%• .w�i it=== -fs.e�..-w ...a.nFumenia.lmlavrdndn..nviwu.unfair �l M L cV lust-free•water:cum.0a eel& temistoutlized.thecontractorshal - .JSSSSMIFta..f✓Aaaaal(YIa7..a.aaaaa.alaa.a..aa....aaa.aaa..wn- ill "- '.---'•••••••..•,..y_.�aa...aaa..aaaaualsrmosimaaaa..aaa.aairsomm.ats�aaaF.... �r.�' • alnennea ❖•."yy..,•.^y,'^y:"`•va.aaa.'naa..aaaa...a.a.a..aaa..a.ta.t.t.inemmu a.l—vast : /`/ N 4 (� IA. N • chemical njectontrstm�fro Inhibit not stabs,If water sample testing indicates that I q.^•`•. Sao.aaaoaaaaaaa.a.o.aaaaaa.a.a.aaatO..Ban��...�—� there w7 be 5afstdrlrg from Rre weO water. .. ••' ' ,•:..aaaa.....oatmtaaaaa.a..ammmmmma.a.aat..aa.rsussi y %_ LLJ •• ====SSIO.•�•�••'w�� C...e SSSSOMENSSSSS>•vmSmmmNME ltaEN=ItMMSt9i®L.r.,-. .O PIPLNG s•:` .yy474%.•.. aENENV' SMENENENSS3.o111MNESaSrSaaaoSSSMyIZ^.. a 0 �f ;N.': to . . Pipe routing h schematic ony,and shoal be field adjusted foran-sRe conditions. - "1.' ®AAnO � ll'". \ EN 'InOiin�-,��SiMOSiiiifIISiOiii •/y:" Jn yy,y - AA jape shot be installed n accordance with local codas,ontl per manufactures � •isENENSS==ENM•' i•�ss=S. a�. ENS.ENENr�•.IS'•y:+•.:yM•'...: R..um,,midutiions. .MSMSSSSp )I o...S ey'�.."2. ENE�..o= Pipe routed under paver and through planter wags shall be sleeved in SCH SS SSSS yy;,7=SSEN _ vrw..re Pw Pia ::'�1nEN■■ENM ) I ..M..ENM..M. ::«-.+.... Tm.wn....es 40 PVC.Beeves shag bealadequote see to allow for la ckaance for pipeEwke. - SEN==EN/' S f I ;�'. -M:.9.am111IME:•,y' "y:••_ verity depth tng requ p iiiinMe •1 - _-'• - ��•.�• �11•uiinQ�ui�;.y�,.y�"".y^'� ". sMI the locafion,tl thEs¢e of all sleeves,as lord• .•�: t Pipe installed above grade for the bacldlow precentor shol be SCH 40 Galvanized 3 - .jSPr t / `•\v a .„•„ISENSSENO Al other shall be PVC.The main too stroll be SCH 40 PVC.laterals seed a Sr i�a,`d a• , i -- - ;�SSMSMSa y�yR. pipe. olbe SO•t•`•� .h,••..�.6' (� �•..•ISMSSM=SS...,. ..ram__ .I� seer e.„, from 1'to 7 shoal be SDR 26,Ckas160,md laterals shed From l'103/C shall be SDR fSS06„!jf57:: �t�:•,ef.fO d ,; 'y==St.taENENl.m ^.:.••• - gl e!a d!a, a! _.=^ri== =a=EN ^'^ « 21,Class 200 PVC pipe. frv4,aq.,. ka�ryS';1p`a �". ..��Mu..uENaa 1/ . !y-,.ealyl;a¢,.at�, g `.v'� Dam tsTORr '� lmENEN=a.ENtlF.va •• r . Pipe Stroll be kslaedsv the bockfID depth ore maintained v118',fa main Trees and �Yis k:;b.••'V�• I 't. =m .RDgG • ISSSENSSaSSSSEN.�ry=. �.i all lateral fees routed beneath pavement and ail?(or all other fees The depths r �a eta lf.U•r� =S LOT761iD1 0 i MSIFSSSSEN=IIIIENr.� .+. I P p '- I 't:•!•a84;Aa'y4ASSI I r ly.TENS. . f .S`•�..... ��I from l'to 7 shall be SDR 26,Oars 160,and laterals shed from l'to 3/4'shoo be SDR of '':plak!• We /M9 FSE-tat aSSSSSS.MSSENaaM•`•• •yy ICD zl.ektt2oD PVC ppe. _ `la` I `sfi?�i m� I. ��ini ^-t0. "' �fCo .vo� fir: • are to be taken from finished grades. so l� • s i .Sct7 •�i= �. •�..-^�.yy '•��' Backftl material shall be suitable materiel free of tab,stones.or other debris that ) I sM i ENo�. LEN 1.•k y.:'y.....•..;;,•^^ram" v�••"• F o could damage components of the irigafi0n system, .1 —1SSILSt..r�. SEN ti,,.?...... -Tr.....^« ,;yy' a yy..; -"r • W O SPRINKLERS t.,ei'-.4:4 nkler1 - 5"'I "y • f yy.. ��::•^...• ...:^.�,., - Sprinlder I.,uutn„nz are schematic any,and shot be adjusted for was landscape i I I. 'I IF' -ems • ^ ••c E materials.hardscope elements,eta to provide 100%coverage with a no overthrow I ..,�, y.r,. •yyy •yyyyl C - onto paved surfaces,or buldag facades i I ` N. - I ...��;^ ^o•"�:' y""...y-'�`^y^�"•-...a"��,'-� R 11113 P s heads shag be series 6',and 17 which are to be installed on / y•� _•�•^e�•• y. •.... Q Pop-up spray type, ! r i •^^«^`•...4•••..^'y•y ••y.z"�.. F flexible joints of Toro thick-waled pay jape with lf7ksedel»w.THERE / I } ---- ^y^..'•^.•f••••^'••^'•may"'••�Y "'•`"^' VUVEex .,...`s:5 ,y.::.^7;•y^.•.y^•.......••w.«you^..y ...y r .. •'..«•••"^««.y � L .. • Patel SHALL BE NO 4'POP-UP HEADS UTILIZED FOR THE PROJECT, - ! d} I e•"^.:" �_�y~'••'�••""^^`^•^••^�J' 1alli Shrub heads stroll be indeed at a uniform height of V above the f and are " 9 O_tncB P + - I it It L CA+•... °w`y+.' �,,,,,"•^,::w,.••�....^•••««y^�'� t� O to be Scooted within planting masses so as 1 be s.un,,Ite l from view. Existing .. .yy, ••• ••'�• •^.y .p xg ' I Controller/ w y......,,;.y:,.4',"",,%,.....y ^^am„.., .... f't �-Y • Shrub type spray heads shall be Tom 570 series,and are t°be installed co a 1/7 SCH !if Rain Sensor 4 ^yy"•w•"•y.w w•..^y:w$^�y n••�"^^^ w�`-4 ' CD CI •i . • 40 PVC rhea, }JS s_ -- .. ye ...^%...'yyy.^ 1C+.7.:Ztr.•=w` I / V/ O Bubblers ore to be installed on a SCH 40 PVC rhea at the base of the plant material j T �� .w,M T t/' forlow-kvN watering. I 7 L! �'1"� __ 1= la (1_ AI SCH 40 PVC risers oreroMpahfed'Foree green'.orBrown.to be less I /' i f..: L- +__ ( i conspicuous. .I viz no I r s,"..�..� a ':..t �_ s s-vzu.., --.-L / i- W - - Toro 12 and at sprinklers shot be installed in grotxsd le the field at The poking-Tot �. ROOM ( :`Tr..:'i'• �j yy hhlfRls.oral oT other attiaal locations.as defermnedn thefreltl by the Landscape I11H1-'13....7:"':"3:""7".....". , .p \CAI Pr. ts.n •e 'I-.,,il =k V Architect. i e 7 e y o _,`.,;�- t •I ,'``:'! M1' ( oW�.- Q S Iders located adjacent to ment,sdewoln,decks,patios,buldn etc_ — - r� i -a"' shall be intatled S from the edge.Unless other-whit noted on the plans,pop-up I _ �'^`� PrimPave gs. _ sprinklers shall be installed 6'from the edge,and shrub sprnklers shoal be installed i fr 1 '"L ✓ L ,� e°e i- „e}► I rn >` • from the edge.Shrub risers ore not to be indeed at twk-way intersections.or \ �r, - ,- where-ever a'hp E far hazard may occur. J ','� ��L)�i ;^(i\ \,sco ; Po / `�(� V j. - 1, 13 0 Adjustment!calve of sprnkh_s specRied shoal be ui3zed to insure proper coverage, I :'�; f� 1 1 •r�0"""'I )f , • PRDPERTY LIRE / _y,"�,.,J/'. C O while minimizing undesirable overthow. 1 \ f :a``. l Z. cf 4 ri•. \ C3 NI Q Contrachor shall use precaution n bcafng,and setting sprinkler heads in planting I c' J ` i ,i / f2•- r,ewes • —t areas adjacent to parking spaces to minimize the damage to sprinklers be • J overhanging• car bumper � L LPea,r r • v+�Se Pop-up sgnklm vents:kw angle"nozzles shill be installed amid masses of toll shrubs, -_�a� for low keel watering.Contactor shall instal sprinklers at optimum locations for the I I iI cam.. mat effective coverage. Pi. INote: C,C CO CONTROL SYSTEM I Existing irrigation to be modrred to provide 100%coverage 10 D.H.C. Ranbed contra system shot be healed,per manufactures ems.,,..rRndot'r0nt,to _ I landscape area,as nocencry. I activate i.fne voices,and the master shukof1 valve. I care Proper grounding equipment shall be installed.for controller. 03.12.15 Controller location that be approved by the Landscape Architect and project _ s- • supervisor. • ' The irigotion contractor shot supply the controller,however the physical Installation I•=10'-0' thereof.and the electrical hook-up shag be by other. VALVES NORTH 21515 Richdale,or approved egad,electric valves shod be installed per manufactures - swa recommendations,and as per derods.AI valves are to be installed n a 10'Annetec voNa loon,tee details. Irrigation Plan = - •/��, RAIN SENSOR — — L-L Mkncick'rain sensor shall be installed.per manufactures recommendations.Rain sensor location shall be approved by the Landscape Architect. e OF 2 Sh.00TS I i III �._` y-za sort \ / ' STATISTICS lac rr • I • 1 1 I II , 4 i n� Tx`• j •`:1 LOT 27,BLOCK 13 `:1 I D..aaaoa, sP.w Ary u.a Wr .L..rw A.yM. rk, w�; I W Ifi11 E w I + /�GXFOPRE .ra rf' , t �Pa•1-+ai PROPERTY IJNE ' �FrACE .3•; D n2 TM 41k n2k 40k Nla NfA I II Ajt71 I , (F,'E__ • / - MIME • l9k tdt 46k ]T1 321 / / 1 N SE C L 2 i WIRY • Ff.T7u7N It /SL(�-_• -__--_-__-- __-__- _-_ 1;^; 'a` �- , `1�. �. 7'•) I + .: '' VV'Y a:\ la , LQi'Le • L ` .').N IPANVIG + fdk lDk GI la 46.1 211 . • '. to a\'� %'1.6�� 1.6A • i.: to td A, I '''� -1-> \ P"�,`ft et. LUMINAIRE LOCATIONS i I ."a: _ � w, -- ;F 1 No. taw A 7 2 uH Ode... 1n X T 2 BA Z? « td , DA • .? �, � //��, "----_u�^ 1/'t'd u ep,�w -.,),' h na B sv o' lm lm au oa sad yl aD 6�I; / r ZD �� if X% I z e z]a ssn lm 1m tmn no zr.] srs nD 1 , 3/12•lit CONDUIT ELECTRICAL PANG i - � F' 1 C 1D2 102 1Dd 1DA Dad CA 163 10.1 OD .ll TD PANEL CIRCUIT 11 II �:.:..:.:�: _ 1v BREAKER y i DA 1TFOAL a c aaz O1s 1m lm afar DA oar ms aD I I-,....,. :: {�p,T!, �� C-4 . /. ;i`I� D.1 s e ass 31.6 1m ILO lam CD ass s6A no <7 ,. • / / LOT 26,BLOCK 13 rJ,2Aa�ElEvtlEli i es �� _ -,�;iI / a • .s/N��'' 8 ill WAD ,/ I �' EXISTING• t_;i v.Aba 1 ti__:-'' _ LUMINAIRE SCHEDULE w1 L L t,....0 r.cJJ Fi.E.1921 i Dp 8 EI7 ..j1- C-3�/ CC.Ee to �� r c I smw taw a] oWvra.m., oaa<npo. lamp Nana Warn us rvm �1� % , AcUR t•a t- ti p M1nU5649K. EM FERITA6E tED pE• M �3 \\ E7SeiG/�+• r, e11cc O B ] WO Ch5TAt1aAFAaI w210 O.DE3.31mK n1Ti.}Si34 Aat.LY 490 012 D Y Y . j': CJ:'.aJ.'.RY' 544 ✓•D.D ¢¢ • tgDSWGAro PEfAST JJ W1� '*f�, • ? 1I, I'f 0,1 ALUMINMLEIS J M I'! iA7ER DECK• +� ytd � MCA =WOO I / -. M"nr..a,11EAi9WK9, l.R Q J V; .a) I /' ( 1 O -� ;.,VA y NOCHBON FR1E10.7 Z ,. J Cl 4; ' . 1 � -�� `•`.'f�.' Lam= �' 0 1 LYDG m F i _ D EJ ]: V O o]]jj B UPPER HOUUNG AND i ,f I iTSf�EAhD��r`a)' / O bA 11 _-�.�1 . 191 O a DIE MST pODE9.51WCClfitRFM > J J D O . BASE LED BEARDS ' .`\ �` -� \ S' ., ,•'!DA C 2 SnIJ4EPSl00K � avla�tl.s ANWw 090 ]65 S 6. W = O m E • tMI 0 ti N 0 0 �_ S \ b.l WaREDW1W6NG. =ti I /' \ DA CLEAR RAT DJ33 U i_ 0 ( es1.6 LIL f. 1 WO W = . • i / • • • • ! i I� _ 1 F::,.:..• / ^\l L0T25.BLOCK I3 • 4,...%? � D.1 DA � �I o `o `w W J Y I' ! �� J 1. "E�°1FRie. r,:�•� I'� I l J W L •. .• o / 'X .... - 7.. PPcsFDPJrva i' _ Ii�J s Eli . I b: - ��•1' fCn r: ' •--•t LCValL+t �s tsvrH[a�.e,.4 ems''\ 4 D.1 DAIii- ` 2 W o ' , \ / ,I ate r ;on f '�R�s Tr. \ ;'sie.w Rani �`�I� r°n 1' n I I ni; 11 • • .- }} ,.f414' Site Walliorms m- � • "'/ i 7 al£ I HIM LIGHTING n:rA1.a r FJ -.Pd illbil '`o �r , s • / h 1 k .I 6cI. ��'\ V I • \kROPERTY LINE j DA nl D� Type: Approvals:• I - _ i 1 ,_fr��> ` ./ /' ', Job: ' j' I IG\-----�;"--- `,-��r��.�_�/ •N.; Catalog numb.; Y - Q< ' • ? c I -i�K/ // � � tiY2 1 Tana Q i ' �� LOT 26,BLOCK73 i Da D.D ...- "^^- d Papa:l d 2 Q • I , S ecifications ta•d:or.v.Y.sr,..aa..iar:c ...:.db.l':waD W CI - SITE PLAN - PHOTOMETRICS ' ' I a Lx. n1 .L Aar ae.•wv c yw4A �• i 1: Bw366001 co.uid wenn de.6 J SCALE: 1'-10' HID Pa.r6a•mb Lc conned 41o1a,.lnl•w�a+n Wd ara.c. MtdiJm Base is havon wtin n+l a,r.aiair 66 bur.V.4OLD Ana Q Q NORTH 60 wall lnca daa lrl Inc*,f.A:ay-Lnne al 6*O*NIA FLnAccoL m law, u watt l..rrr:Xl flwfoeun Ars,ntl4 Ain Abe.Wm NNAN *A.E ne a.mt.y i, • . AAA L'..66,,Aum61,Cc ryriaC b ILO.A...1.nary ,. Q M ,t. RA17 - _-I'- .F1.- Is Met am u.:.3.m,+r,s,y.,r a1._c,.:,..: T 7'EtRa PicoFdnitler�`LED 17'ErD'PimEmitcer`LED - .d E4.k11666.T46 .nla Tarn... ,6666 I4MUGHT9lG .� xu.ttvl;.4aP>,a t:..l,c • H!M uGHn+c m1Jun!�16H.FLa±H.•dsrwm y�„ and... waal•d a,r da 1i�tun rwr yn..r M V Type: Laab wia vyeuue d JCL lanif aid 6012 La NrS W 0 Typo: Approvals: Jon - Pys:zds r h W.36W, 60 F16'.mrt12 i t +T-: o-F.,6.. Job: 1_<..� Mi.srw,OW ilveorc tad,ww u.-..+r.a u...x z • I . Catalog number: '- �db,b eae°rulJe.T�n nwluln m JUL 66 lb a 5l12j' d 6xt'r1 v.a:aLa La:n LED x+tr.. T 4.. , f f Standard Features '�''�''":,ssw::nes•op, O N SWJ LEO GotlW lID lYev.lw�f it la o:l.LH1.lawrn'.atp-.hnn,l±e w 18 and 3S LFih 2:a•red.:.Ithlubarc<avc wug•.ga000.*4 dnv.a< ..1.••Mi.......rF Lia•r�..1 w.i6 La.naOD o.os Gbudi.n flan Lave F H N U ...u,n ty.,:aau.nq:a2 N = esio�.a-ra....ew.a..w..pyt Papal . MDTE neI hd.vrn.'+.irna-J vA.au eiiew.;f lour U 41 EPA t]: Dd to 2.4 zA n1 r6; . •- .r-n.�a wwv. .wtnr,+c.;er N Q . = $ ificatonS tawrrF e:wF„aro4a�y.,«a..:..d• rsa>Lai CL.WL nu C:2B �3T rlaC -1W • Y'1 POLE SUPRIER SHALL GERnnr THAT POLE AND �C aL..wc <v�rm r.�,iaagal md.r-e f.a 1fr .zr•dn+i'e C--a N FlXn1RE MEETS MIND LOAD CRITERIA PER LOCAL i� eyR t'e_ Q 1.06FL..aWrrO Plug Lv-yaaa aced 1a..atl.x+a w au-a_ Q CODES SHALL PROVIDE SO.ID k SEALER /b.in8 F`0.1 50*4:.n '.Trcaa4. N0 6 to 2$]Y s s .1 61 k,.6 *Y..1Ocing W M'y Ab a:m 6 G I�rlrslFaa•H.ral¢Lste P..l�lt fwanrm.nudeaevc se nD.addr �.i1.a:.vlu l'ila'4"'lebiLL''''''' .one ode i.mliC;dedaM na66euae�W �hPnali.t.q.ca:J:bewancv.aad.v0. I•" • CALCUADPRS BY A STATE REGISTERED ENGINEER 1T•Dannr ...LJ Wioar.aai.. .ern . E••�l.ra+ ta+.ma P-y.4a NanT fN O T'.MmaN:aa wkA.' ta.a ir O•.'P•Q da•oA i.,e1/a LanL1 ve iM- f1aMa RAt: Els4CaIhrr+alor. I�j��' Rt,w�ve�p w.,d.n rtirc. n.. wpud,.,. ns„y.e.LdG. :... t Ynlat.g]Li.:.. can r&.dagrar.a rarr I T •'' uack OVL a La1k Ca,aira.11 ea.^,Ewa...s:•td6wuwnm Pp'de - m.eaLd• ul..w.lirural4i'•' Harn+B Ga4k.die.n EL�2S"a.1 /� Mtie.Cmo'ii ...-F. - DIECTBURIAL •I W 6.16186cic..d:ap.vMd 65 5.4..K:lc: aemid, Sa:1r - FIBM:ASS - _r .am.lwt+,w,n..a.rn.oP•aa•anlm,.aEe .i,a..0 _1_1.yeln,eca.e �10 ` , wmxF,w•.,RNberoundel,wa.a.�.wm.,r.�: JDbNumber• Y.uWac56AiNc.4166.6.P861.6 to.ad,h F .ate ca* -r.1n*CIJ�G.,o TIMI :>P•] 1i.TM w-05'n.Eh.+Y.'('ah!Meer ell d.w ern malt M fier.e��' ,�>...a-.mo,.�. _-1-ll:.wr,u eraw-ea ri.... Issued tor.. Eyyyk Halle PAonaical us yn,,,.a LL e ,NoBI l -ae lyaercilJ Cud „ n a D 50S Review .@:^ a'�.ez....,,,c.''s1 i�r Wir,.d L.e..r P.»..a,..n: Pw -s.T.arvsy,,,or,aclad1007.RevierAlsale. .a lEi.ac.tiicllwt vgaa,ae wai0•ntl,uF -t..11Y:1.s FLGu Uslims.,a Mrrv.HANOH I ie�'a.. 9..dlramuanv:k.sn L.. a.ac..sie _:u_u,.e..,Fwi Gaf n. l,yev 1 a y,,..L n•a,u s.,..i.::rwAred f a i_:-Anu... Permit 02-27-15 1 wl lens Sae and.mwarfu.al.wc Dn.t:ow 10 son Aa• ...ha,., I FA Gar I Bid • .>�a4dna a 610J do is jOAA..e v,-a:kad pLnawd+ 1• Q L.• Construction lB GROUND. 1� OWaIc Rao,..F'�at.b.Pm[nm+.arrNaa ianxiw.. EMchid Y.dMG.Kw(aE4�ralAinL4aauaii. uw�-a�.:ls n.v Y.w._1 r,r.c�a..,...ivtcli• D TO POE TRADE 4,0 6nd•aeaa dried Ia4.TI..eue Ina i -5-....� Gn �K . - - Design By: =I I iK(�iY=r11 I- We a••a ' -v+l,'.iga.aawy:Q.naa� Drown By: MY - • I " RnielsCaor Tcac..-n,.,15)e•1 P.4.0 a..p..4 2:.0A osa d Cm oan.ssfu. vamps: Checked By: MY ..� 2.zz Inalc s.atad.I... KLd./363 wa-Lelt�.s.abEms', mama 2ii:]aaA s-rrw•• Scale: AS NOTED 1•e TD NEXT POLE tw.aas,t l or 510/,M.e,,,a.o."arra.ause. a., _s..T.m ,�� WZ ti.YdT :a 11335_. 1 La.macl-ta L'S0 'dim S.b:v -.3 1:F51CON �I=..cpa• Sheet: 0/b'DIA a e'-cn_ qqI F`$ tila F...11.m LEN t4•mxa Me a i,Lrd+R Ral.x*M la% - of COPPER-GAD GROUND ROO :- 1'PVC CONDUIT (¢Zed �� -25.Was. n STE PLAN orG1 BOND ME J 15in.,Ar.,li(da.e warts Fra LED imrial.a 06406aI uld a Dina u.ea.s.,...uu:innla:aa.dun•n�:...4^=u:a'.ur•.W`w..t-r+anirtpi awe u.wroaaar,l-E"�d�nn..arl..Iw..ar:ma.r.I,imauaa�:da -Pda.»ra..... NOTE PHOTOMETRICS dd - ��& L.rti:y.a.v.oti lum talc wa.a'IEDM Non Lc meiv f.waA Labe G•..nl:ad BASE 70 BE PLACID W PROPERLY-�F uM" Pro a,na,a 6an1u,.bl. Ws Fapn(•mFadc'. 1FINatt0C5 Cao: L6 D.Ema- tya C. 3.1..GA- 13..613.6 EXCAVATED HOLE k BAG(F W.ED ed wn a laid 6 6.e D.yard kr Ik.pw..c c.a...n©Ow.: 70Cvnwan coal E:.Wan AL -_IS C•LL DI. riS. 0MI C CC n LAC DHA�If•1d9 PJ�Pf1�Af)�PH'3 _� 70 COMPACDON DE 1200 P.S.F. LAS1.LIwnse,a.e.wn.al d,r.S.xxce Lnaa.aina,.,.S 40 a wield , `••.1•a1(2:::: ESiA9J$I'®I'�l1SIri1'STA0DAF�S ADD .ne••••eI ANNAPd(.d n Lv L0...L,.erva.l..L. •Cdsnon cdenl1Ds wad2Yia.:lal.apa.unnwm.wn..and o.wkA Lad Lmn. .�i Y'a•, F�RESE:NT TI-E siCO DE91C7.1 tun 9466. C.rmw enMaarvCowMr coka 4:416N •Q' '•1:". Gp DIRECT BURIAL POLE DETAIL Eld lwh Femme atrg,'.dvka adwae :h.a.4 sawea ;20;'� '••,. .,tRE r.TrEr AFTF NOiMHIDxtTO Ma -L.al.t.r,�w...a.e...G„an.a.,,..itn,,..a..w1. 6/ovnmaaew�ca rxn.-law a AI06'NanrseurE6s wan.doom.: cr: L ?(n_ PROVIDE EVEFTY DEFAL.OR COt•IDfr1ON Ii . orsw a 110IDIT•IL I,rampant. nano tours l 0,t: ;k0FEOIi TO Cotb'TFn1CTTK BUL'DPiGI �r4d5.0 wwarP aa•Ida-A6on4:Cnwl%r�HoM./I da,n:•.was Lawn ri.a �� _ -'<': SfSax;.THE CONTRACTOR THFTOUGH 9U@.4TEALS 3Q - ammVIV.Laoaa n�1 d nrna. L 1.s -a..,.. :4w'� APID OT}�i COORDCtFOR E3 VIDINGFORTS 3alviar via : 3a;den,. . , °�.o'.P 1�a:aa-�.L uay a,MdligabJ•m�ra7:t..mL 1 rr�`:L � FULLY PE9POPA0LE FOR PROVIDINOA C .� ,COMPL.ETE AND OPERATKINAL BUILDING .n•aemememmm.men-eem me r.....aa.,.,a•...........ae«a....,., nano 111-211-ER IDT:ATED ON TFE MANS OR NOT. 0