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REVIEW COMMENTS DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. PZ 04-050 SITE PLAN REVIEW STAFF REPORT COMMUNITY REDEVELOPMENT AGENCY AND CITY COMMISSION February 25, 2004 DESCRIPTION OF PROJECT Project Name/No.: Deliverance by Faith/ NWSP 04-001. Property Owner: Deliverance by Faith Church, Inc. Applicant/Agent: Mr. Mike E. Sipula. Location: Lots 4 and 5 on the North side of Martin Luther King Boulevard approximately 400 feet east of Seacrest Boulevard. Land UselZonlng: Local Retail Commercial/ C-2. Type of Use: Church. Project Size: Site Area: 0.32 acres (14,008 square feet) Building Area: 3,090 square feet Tower and Trellis Area: 464 square feet Total Building Area: 3,554 square feet Lot Coverage: 25.37 % Adjacent Uses: (See Exhibit "A" - Location Map) North - Vacant property with a Medium Density Residential (MEDR) land use designation and zoned Single and Two Family Residential (R-2); South - Martin Luther King Boulevard Right-of-Way, farther south is a vacant property with a Local Retail Commercial land use designation and zoned Neighborhood Commercial (C-2); East - Vacant property with a Local Retail Commercial land use designation and zoned Neighborhood Commercial (C-2); and Developed commercial property (Authentic Soul Food Restaurant) with a Local Retail Commercial land use designation and zoned Neighborhood Commercial (C-2). West - Site Characteristics: The site is located within the Martin Luther King Boulevard Overlay Zone (MLKB). This overlay zone has been established to specifically guide development along this corridor consistent with direction from the Visions 20/20 Redevelopment Plan and the Heart of Boynton Community Redevelopment Plan (See Exhibit "0"). The site is composed of two (2) lots totaling 0.32 acres. The site is cleared and is predominately vegetated with a variety of overgrown grasses. There is no other vegetation of any significance on the site. Page 2 Deliverance by Faith Site Plan Review Staff Report Memorandum No. PZ 04-050 Proposal: Concurrency: The developer is proposing to construct a one (1) story, 3,090 square foot church, excluding a proposed tower and a trellis area totaling 464 square feet, to be located on a vacant 0.32-acre parcel. The proposed building height is 29 feet - 1 inch, which is below the 30-foot maximum allowed in the Martin Luther King Overlay Zone. The parking lot associated with the use is proposed to be located at the rear of the church building (See Exhibit "B" _ Proposed Site Plan). a. Traffic - A traffic statement for this project was submitted and sent to the Palm Beach County Traffic Division for their review and approval. Staff h~s received confirmation from Palm Beach County's Traffic Division regarding standards compliance. b. Drainage - Conceptual drainage information was provided for the city's review. The city's concurrency ordinance requires drainage certification at time of site plan approval. The Engineering Division is recommending that the review of specific drainage solutions be deferred to time of permit review. Driveways: The proposed project includes one (1) point of ingress / egress along Martin Luther King Boulevard. The proposed entrance would be comprised of a 10.5-foot wide ingress lane and 10.5-foot egress lane separated by a striped median in the center of the opening to direct vehicular traffic in and out of the subject property. Parking Facility: Landscaping: Since the project is within the Community Redevelopment Agency boundaries, the minimum required backup distance for parking lot drive aisles is reduced from 27 feet to 24 feet in Width, which the applicant has provided. The proposed on-site traffic circulation system includes one (1), two-way drive aisle 21-feet in width. This drive aisle is proposed to extend from the north and south property lines. Driveway circulation is proposed to the rear of building. The parking spaces required for the proposed project have been tabulated based on the ratio of one (1) space per 100 square feet of gross floor area, which is required for churches (Places of assembly). A 3,090 square foot building would require a minimum of 31 spaces. However, since the Martin Luther King Boulevard Overlay zone provides a 50% reduction in the number of required parking spaces, the site plan proposes a total of 16 spaces for the proposed use, which includes one (1) handicap space. All parking spaces excluding the handicap space will be dimensioned at least nine (9) feet by eighteen feet (9' x 18'), and will include wheel stops. The landscaping of the site will fully meet the code requirements when staff comments are incorporated. The proposed pervious or "green" area is 3,140 square feet or 22.4% of the total site. A 2.5-foot wide landscape buffer is proposed along the east and west property lines. This landscape buffer consists of 5 (five) Green Buttonwood trees along the west property line, three (3) Satin Leaf trees along the east property line and Red Tip Cocoplum shrubs to be planted at the base of the trees. Along the north property line a Page 3 Deliverance by Faith Site Plan Review Staff Report Memorandum No. PZ 04-050 Building and Site Regulations: Community Design Plan: Si9nage: five (5) foot wide buffer is provided. Within this buffer, the applicant will provide the required six (6) foot masonry wall with Red Tip Cocoplum along the northern property line of the site to separate the church use from the adjacent residential zoning district to the north. The foundation planting for the proposed building will include Pink Ixora, Wax Jasmine and Variegated Dwarf Schefflera enhanced with accent trees such as Bougainvillea and White Bird of Paradise. The development would be provided with the required amount of perimeter and internal landscaping as required in the Land Development Regulations, Chapter 7.5 Article II. The proposed building is designed as a one (1 )-story church with a gable roof. The top of the gable would be 29 feet one (1) inch In height. The minimum building and site regulations in the C-2 zoning district require minimum setbacks as follows: 30-foot front setback; 15-foot side setback; and a 20-foot rear setback. However, the Martin Luther King Boulevard Overlay Zone requires separate building and site regulations, which encourage a reduction in the building setbacks to bring the building closer to the street. This results in a minimum front setback of 3 feet and a maximum setback of 12 feet; a side setback ranging between 3 to 5 feet, and a maximum of 12 feet for corner lots. No dumpster enclosure is proposed since a trash room has been provided to store small, portable containers in lieu of a dumpster. The proposed building setbacks will fully meet the Martin Luther King Boulevard Overlay Zone development standards. Additionally, building and site regulations will fully meet code when staff comments are incorporated into the permit drawings. The proposed one-story building will have a maximum height of 29 feet - 1 inch measured to the roof peak. The proposed building is a traditional design. It would have painted stucco facades the following three (3) colors: Lighting Bug (M.A.B. Paints 5059M), Canberra (M.A.B. Paints 5114Y) and Desert Spring (M.A.B. Paints 5626M). The accent color, which includes the cross in the proposed tower and the bottom of the proposed building wall, will be Babbling Brook (M.A.B. Paints 5624P). All trim fascia, will be painted in a semi-gloss white. The doors and windows including the frames will be white. The roof will be constructed of light gray asphalt shingles. There is no established architectural character within the area with which to compare the proposed project, however, the Heart of Boynton Plan recommends a "Floribbean" architectural style, which represents a combination of an .Old Florida" and "Caribbean" influence. The proposed project does not exhibit the elements of the "Floribbean" style. Metal roofs, dormers, steep pitched gabled and hipped roofs, and exposed wood trusses are some of the elements the Heart of Boynton Plan recommends for this redevelopment area of the city. No project monument sign is proposed. Any future signage will require separate review and approval. However, the project proposes two (2) wall signs on the proposed tower. On the west and south fac;ades of the proposed tower two (2) wall signs measuring 14 square feet are proposed depicting the church's name. A board measuring 12 square feet Is proposed on the southeast fa9ade describing the church service and related Information. The Page 4 Deliverance by Faith Site Plan Review Staff Report Memorandum No. PZ 04-050 proposed wall signs would comply with sign standards including maximum sign area and height as set forth in the Land Development Regulations, Chapter 21. RECOMMENDATION: This project complies with all current code and Land Development Regulations. However, and most significantly, the project is not consistent with the Heart of Boynton Community Redevelopment Plan, which recommends the site of the proposed church be developed as part of a larger "gateway" activity node consisting of an integrated commercial/mixed-use development (See Exhibit "0"- Hearth of Boynton Plan Phase 1 MLK Boulevard Redevelopment Section). This recommendation is in accordance with Chapter 2, Zoning. Section. 3.A.7, which allows for adopted redevelopment plans to supercede zoning regulations where such plans: " includes policies which impose limitations or requirements on the use or development of property...which are more restrictive than those set forth in zoning regulations". Therefore, the Planning and Zoning Division recommends that this request for site plan approval be denied. If the proposed project Is approved, staff recommends that the approval be subject to the conditions listed in exhibit "C", attached hereto. xc: Central File S:\PlannlngISHAREDIWPlPROJECTSlFallh by DellverancelNWSP 04-OO11Slaff Report.doc ... 1 in. = 100.0 feet -2 R-2 ,~.' o. ,\(f f,Y, I (! " \ ,T " (-. LOCATION MAP DELIVERANCE BY FAITH EXHIBIT "A" lI,f I un rUi I" Ualt "fllllf 'II ulhf hh ,I" 1 II ,U(l1 nil fJ~! I~I: .. ~al!i IIH~i hll u I ~'rJ · U' ~ ~ I IIlijl=; ii1h i It !" hi, i I ~ ! af fl.. I it h - f lEI 1'1. IP I I"'ti! , fit I dr~ 'II! fi~ . I ! 11.1 (lr . I h! I ! G~f ilu:![ , Ii ll~f ~ ~~'l % I r 11 fn- II.n liJ lie I} !II I! 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II '!ll!i iiI Ii i Ii! .r- I~ ::I <:) :z: ::c ~ L _._.~~--_.- ~ o m :::: ,.. r- ;::; Ii .. ~. i:i Ii ~ .. ~ o m -l !;: r- t<i ~. I EXHIBIT "B" lOT 6. BLOCK 1 .LOSA'- RETAIL COMMERCIAl (LRC lAND USE C2 m NEIGHBORHOOD COMMERCIAl ZONING ; C + t ~I };I' ~, I ~~ :'1 ~ ~ 1- ! I S~ .... a ~!i! ~ II 0 ~" I a~ ~ "I FB !.!;~ I~ I! . ~ ~ II e~ ,; I r:! i z:il I i ~ I~ ~~ I I 12 g.. ll;~ H Ii. "'>;;.E l~ I i il . i I ~ i : I s ~ & ,,'" "' ~~ ~ ~!:i I ~ ~ .. i ~ E g Ii .. H I :.8 ~ i IO! = '1. ~II Q ~ , .. SITE PlAN fE>IeN "DELIVERANCE BY FAIT., CHURCH - OFF SITE PARKING LOTS 4 &. 5. BLOCK 1 FRANK WEBBER ADDITION TO BOYNTON BEACH. FLOPJDA , I' . ~~ ~~ . i 012 " 1S!6 I ::l12 ! III 1m I il~I~;j !~IU~ :: · N_~ 1 !1~lll: :: ~ i~ i ill 0... ! i ~~ : : D 55.02' lOT 3. BLOCK 1 . .LOSAL RETAIL COMMERCIAl (LRC vAD USE C2 m NEIGHBORHOOD COMMERCIAl ZONING ! ~~ ~i1 I '_ '11 ~ ~ u . ~ 4 ot ~ ~ ~ :: \ ~ I m 9f1=i~ I! ~'" L' I- I ~ II; ! li:~I~ ~ , I ~ ~ ~ =. of ~ \ ~ ~ , ~ ~ ~! ;1 I !9 II r-:lSl II ! T _ II III ~~ ~ Il( ! ~ ~ Illki~~!~!~ ~" Ii . II III p:rl,111 l:! 10, g C ~Hil.ll 1~~~I~iI z ;1 r- '-1 ~Ini!~; :I!ii!;l. s ~~ ~ z ui!1 I~ 'II lS :~ i ffi~lliit Imll!l: ffi ~ I I :2 J l'I' 1,,1 ,II ~ .I~ ,r .. I . !~ ~ ., I '1 ~ f (9 I ill ~ ICON DESIGN GROUP :;.~.IT~~. ~E~~N!.E~;. I 1IWIllE 11111113'1111 FAlISlII 3Il-Gl1l q ! ; !l j i I I I ; I I I ~ iii · i u e Ii i I II . II G III 11.lle! {tr- .1. '. .iJ~1 ! i!i 1 ; I ; ; I Hi: . :'11111 Ip~1 II II II. I,!~I i . II II i III ii~ J 5 I III r. J I" I Ill' I ~ i I I "I · I! _.- . ..- :. I I I S I I I ~ I I · - i i ,... ..:'" I i 161 I Ii J I..q I ~ 5 ! y! I Ii I i ~ i J If d' II .~ .. II I I Ii 'I!=I' I I~ .' I . I .; 'i ~ ~ ,. I i I I I~ ~ I I I I. I' · I ; I '1 . I. . I: ; I ! II i ! I I. I e. ! liqe I ,~ rihiPil I 11;1 ! I Gila ! I . ~I!E I . . ~ i!;1 i III!! I I Iii I . .. ~III i I".' i ~ . I · ! . ~I. I . 0 ... 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II~i Iii;; e. "". ". a. i . i I! il 'j! ',II! ;11 !h: ~I"i ':~III Iii if ".lli !dl ill, II II!~. '1 "s "1_ I!~' II.. I=E i II ~J II iJlli! ell I!!! iiill I : II !! 'i: ;! !I:~ !il~! I!" II "S I~ J I LOT 6. BLOCK 1 LOCAL RETAIL COMMERCIAl. (LRC LANO USE "CX'm NEIGHBORHOOD COMMERCIAL ZONING ~"i I'~ li~ J; t AS -.. ~ l4Q.06' '" ~~ "'", ~ I I I JI _---e-- I~~ 55.02' .-/ 'I' ---- LOT 3, BLOCK 1 ! ~ LOCAl. RETAIL COMMERCIAl. (LRC lANO USE __ .CX'm NEICHBORHOOO COMMERCIAL ZONING - - - J : : I~ i ;11 ~~ . : E~ :: l!: 2'" i !181,,;~~ :: . "\:< is :: m~:z: 1 Rlt!:!lil~ 1 ill ~~8 ::\ ~~: \ j ~lli~~ : :1'1 fi '" '1 c'" :: l'\~ , , " '" I II D~ SITE !'LAN IlEVEW o '" LlELlVERANCE BY FAITH'" CHURCH - OFF SITE PARKING .. ~ LOTS -4 a. 5. BLOCK 1 5! ! FRAI'f< WEBBER ADOITION TO BOYNTON BEACH, FLORIDA IICON DESIGN GROUP I=~'-- J AllOIITI3CT11 A: EIIQIIllEmUII ... N.I. 4U COJIT, IClCA "'10<, Fl.. 13432 I lBBIOE '1111 _II m 11111 .1-41074 ~I~ ~ 't'i 'i Il,~ !i Ii i W ~ ~ II 'llf1jll'l ~'til liil~liP!I~il!illli 'rd~' l.~l~l !~!!il!PiBn!!iIl,;h "I th',l~~ I ~ II ~~ ~II -i I i ~~ 'II' ~I il' aii HI 111.11": !1 fi 0'11 I'IIAU!I ~'Uhiihln!~ 11 ~I~~~ Ii ij Imi .~; ,Cii 1 11 In' ~ Iii ! U jl'IU D)I ,1111 ~ti!lld ;1;;; I H it I!; u'!n U d hli r: Iii ~ a 1& ~liI I; f~! . , ',II If J' d !I II , i i ilii ! II i~ lli PP II 'pOii p ta1jl pn~~' ~ ! i I!III;'I flli II U {.n I ill~lIlrml1 . i dJ U h Wi, 11 N1nu'! i!1~ 1,1 II 1 1131.0 IPlli -I! 'I: t I IJ)'II -n 11 I,l I I ,..- l!l'U IHjU n III i It ! tllilf It1llli II Ii! "~!l 1.III! " I, t 'I 11ft a \ II ( I' 11 ! i JI ji nlqt I . '" r r "-f i~ ' . p~ I~ ~ ~ d< n I ~ ~ IIIP ~~ I JI.. IUI.1 " I . ~ ~ ill n 'i l! I( I 'I II J' I J . 'j -0 'ull! ; l.jsjg Illh 5 11;11 n i ~ .11 i. f I ql t ~l.)I I 'I II 'I ft Ii . l ~ nq! ~ in~ ~ I I Q) ~ I i ; ~ n. -g . ,I - ~ . f I .Jl EXH~~IT nan -.... I .... ! R I ~ s 2 J: I> .. ~ ! l I & fi f t>liIt!l1 ~i ~I &:I. B ] !l r~u""R'" p g: "qqllll ; I ~i~l 11 i 1 il ~IU I, i r' if . 't 'r I ! II ! it I '1'" II. .. ". ~! ~ ~ i~ of, . ,. ~~ '1 ! J .. Ii ! i ~~ "f'" I I :~ t j U ii)iU1i) DELIVERANCE 6Y FAITI-I CI-IURCI-I ) ([~f mn 'DB M l~r~1 eoTIlTON eeACH,F\..~OA H~! I; 'il !I"" f 1'1, ~I~~ It! p l C I"L~J"I.,AN ti ia f i't1 ! m~ i t;~\~ ; ,! i . I ~';J! , 0 .,." ~ ~ '-0 r- )>. % ~ i I ,:.. ~ I 0- B ~ ~ I I t o o D ~ r po" ~ ~ EXHIBIT "B" ~ ~ ~ ~ ~ ~ ~ iii PlANNING I: CONSULTAN'I1KG ..-............- III ,.-' HII._ wat IU_ lIll1( 1I.1Il.11I11_HlI1IU,... -'--.-......-.. ~ lITE PUN Ia'IEW "DELIVERANCE BY FAITH" ctU\CH - OFF SITE PAII<JIlG LOTS .. & s. BLOCK I FRAN< WEBBER ADDITION TO BOYNTON BEACH. FLOII\DA I ~ ~ ~ I ~ !till HII I :!I m . ~ Ill.1 f 11111,1 ~ -II- I ~ id ~ t ~ I I t=IIIIII~,: Illi II i .I~ ~: ~ 151~jC!:!:!:!:F~ I: III ~~ JJJJ .. .. i ~ g; I - l> ~~I ~5i "~6..11 ~r: I~ 'i III !:!:~!: I I!~II~. .. OOOOOOOO~~I!I 0, m 1;1~;g~HHI g l> b (I> ~ -i '" ~p! !~ II~jHljl 0 :E: .. m I~ ' ; l> < '" l> .... -i ~ (5 % I rrr'" ~ ~ i !III I I~ I I ~~I II lis i ~ ~I' iP ~ ?: t hi ~h riB lal EXHIBIT "B" I 1 ~ ~ ~ I ...., ~ II 0- ~ sm; PUIC IE'IlEW 1lELIVERANCE BY FAIlli ctUICH - OFF SITE PA~ LOTS" & 5. BLOCK I FftAN< WEBBER ADDITION TO BOYNTON BEACH. R.OfI)A I EXHIBIT "e" Conditions of Approval Project name: Deliverance by Faith File number: NWSP 04-001 Reference: 2nd review plans identified as a New Site Plan with a February 10, 2004 Planning & Zoning date ki stamp mar ng, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS- General Comments: None X PUBLIC WORKS- Traffic Comments: None X UTILITIES Comments: 1. Fire flow calculations will be required demonstrating the City Code X requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). 2. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each X building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition. FIRE Comments: None X POLICE Comments: None X ENGINEERING DIVISION Comments: 3, Full drainage plans, including drainage calculations, in accordance with the X LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting, BUILDING DIVISION Comments: 4. Buildings, structures and parts thereof shall be designed to withstand the X minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6. and Conditions of Approval 2 DEPARTMENTS INCLUDE REJECT the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 5. At time ofpennit review, submit signed and sealed working drawings of the X proposed construction. 6. On the drawing titled site plan, identify and label the symbol that represents X the property line. 7. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may X not, therefore, be used for landscape irrigation where other sources are readily available. 8. A water-use permit from SFWMD is required for an irrigation system that X utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 9. If capital facility fees (water and sewer) are paid in advance to the City of X Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a) The full name of the project as it appears on the Development Order and the Commission-approved site plan. b) The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 10. Pursuant to approval by the City Commission and all other outside agencies, X the plans for this project must be submitted to the Building Division for review at the time of permit application. submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 11. The full address of the project shall be submitted with the construction X documents at the time of permit application submittal. 12. Please note that changes or revisions to these plans may generate additional X comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. PARKS AND RECREATION Comments: None X FORESTERlENVIRONMENTALIST DEPARTMENTS INCLUDE REJECT Comments: 13. No Irrigation plan included in the submittal. X PLANNING AND ZONING Comments: None. X ADDITIONAL COMMUNITY REDEVELOPMENT AGENCY BOARD CONDITIONS Comments: 1. None X ADDITIONAL CITY COMMISSION CONDITIONS Comments: 1. To be determined. S:\Planning\SHARED\WP\PROJECTS\Faith by Deliverance\NWSP 04-001\COA2.doc I I I \. J ... C ::o~ :-0 Cb_ :,.. "Ti i w _ zti U)g.~ _. f=- 2.a ~ _ -g~ 5 "1 re. ::l (') < :P ~ ~J(f);: t\oS:-':'i. e~ goo ~~ +% ..., ~~E~- - ~ ear~ ~ ~t!WJ<': g,~OJO~ r i IJ~==_ -~ 3-a ....1"., I t\J .J. \!oS' S~ 5'~ ~ ~ 8 - fQQ.. w ;'" ..a:: C - R ".g- .. ...- ~ t ;; ~ ., l ~ ~ ~""l i l:;' ::JQ. .-t. .. ..tIll A.II~.ITm~TIJ)II&L l.mIlIGII, III~ PLANNING & CONSUL TING 211 SOlllH FED:E.IL\L lllGI-W.;AY, SUIE 11. BOYNTON BEACH, FL HOS H,Ln)HO.N~: \'01el, (~61) "35 99~'J l""'\CSll\ll.L,~ (561J -::3~ :J9:}1 REG. NO AROOII026 February 10,2004 - I 0 l1lO4 To: City of Boynton Beach Planning And Zoning Division Technical Review Committee (TRC) ] 00 East Boynton Beach Blvd. Boynton Beach, Florida 33425-0310 Ref.: 1st REVIEW COMMENTS (Response) Deliverance By Faith Church (project #02010) Lots 4 & 5 N .E. 1 Oth Avenue (M.L.K. Overlay Zone) Boynton Beach, Florida (File Number NWSP 04-001) Ladies and Gentleman, The following is a written response to your list of "Technical Review Committee" comments from your 1 st review dated January 7, 2004. PUBLIC WORKS - General 1. Applicant acknowledges that prior to permit we will contact Public Works regarding storage and handling of refuse PUBLIC WORKS - Traffic 2. Applicant acknowledges that prior to permit we will need "Palm Beach County Traffic Engineering approval (traffic statement provided with application). ENGINEERING DIVISION 3. Applicant acknowledges that all changes will be reflected on appropriate sheets. 4. Applicant acknowledges that changes or may generate additional comments. 5. Graphic scales have been included on all drawings 6. The "Site Plan" and "Civil Plans" have been revised to show all existing utilities. Utility as-built plans as provided by the "City of Boynton Beach" attached for reference only and will be verified prior to construction. 7. Site lighting has been shown on sheet L-l "Landscape Plan" 8. Note added to Sheet L-l "Landscape Plan" as related to site triangle shall be clear at 2.5' to 8' vertical distance. 9. Applicant acknowledges that full drainage plans and calculations shall be required at time of permitting. 10. Applicant acknowledges that all engineering plans shall be in accordance with City of Boynton Beach Drawings and will be reviewed at time of building permit. UTILITIES 11. Water and Sewer plans have been provided as Sheet C-2 for review showing availability of existing services. Utility as-built plans as provided by the "City of Boynton Beach" attached for reference only and will be verified prior to construction. Applicant acknowledges that additional comments may be generated as a result of this review. 12. All area utilities have been shown on Sheet SP.1, C-l "LOCATION MAP", C-2 "WATER & SEWER PLAN" and Sheet L-l, 13. Points of service connections for water and sewer have been shown on Sheet SP.l "SITE PLAN", Sheet C-l "LOCATION MAP" and Sheet C-2 "WATER & SEWER PLAN". 14. A Civil Engineer's certified "FIRE FLOW" calculation data has been attached and applicant acknowledges that a site fire flow test is to be provided prior to permit. 15. Applicant acknowledges that the capacity reservation fee will be paid as directed by the City. 16. It is understood that a building permit for this project will not be issued until the Utilities Department has approved the plans for water and sewer improvements. 17. Existing fire hydrant locations have been shown on Sheet SP.l "LOCATION MAP" and a 200' radius line from hydrants has been noted on the "SITE PLAN" and on Sheet C-2 WATER & SEWER PLAN". 18. Applicant acknowledges that all engineering utility construction details shall be in accordance with City of Boynton Beach Utilities Drawings and will be reviewed at time of building permit. FIRE 19. 23. Existing fire hydrant locations have been shown on Sheet SP.l "LOCATION MAP" and a 200' radius line from hydrants has been noted on the "SITE PLAN" and on Sheet C-2 WATER & SEWER PLAN". Building falls within 200' radius. Applicant acknowledges that a site fire flow test is to be provided prior to permit demonstrating at least 1500 gpm @ 20psi is provided at existing hydrants, N.A. (no new hydrants anticipated). Applicant acknowledges that prior to building permit issuance a site fire flow test is to be provided prior to permit demonstrating at least 1500 gpm @ 20psi is provided at existing hydrants. Applicant acknowledges and has noted on Sheet SP.l NOTE that "EMERGENCY ACCESS SHALL BE PROVIDED AT THE START OF THE PROJECT AND BE MAINTAINED THROUGHOUT CONSTRUCTION PER THE "FLORIDA FIRE PREVENTION CODE" Applicant acknowledges Emergency access roadways must be firm and unyielding (note: existing access roads are in place and our on site parking/paving per sheet C-l "GENERAL NOTES: PAVING AND DRAINAGE #9" states LBR of 40 requirement. 20. 21. 22. POLICE NONE BUILDING DIVISION 24. Note added to Sheet A.2 "ELEV A TrONS" that "EXTERIOR WALL OPENINGS AND EXTERIOR WALL CONSTRUCTION COMPL Y WITH 2001 FBC, TABLE 600". 25. Per F.Re. "TABLE 600" and 705.1.1.2 "Exception I" this building as a "TYPE VI Unprotected" building, the "EXTERIOR BEARING WALLS" are a "0" hour protected and therefore do not require opening protection. 26. Applicant acknowledges that the building shall be designed to withstand I40mph wind forces and design calculations shall be provided by architect at time of permitting. 27. Applicant acknowledges that signed and sealed drawings shall be provided by architect at time of permitting for construction. 28. Property lines have been identified on Sheet SP.I "SITE PLAN" as "N.P.L., S.P.L., E.P.L. and W.P.L." 29. On Sheet SP.I "SITE PLAN" all (closest to property line) corners of buildings have been dimensioned for setback compliance. 30. On Sheet SP.1 "SITE PLAN" and on Sheet L-Ilandscape plan the irrigation well pump has been noted and at the "NOTES" on Sheet L-I it specifies "WATER SOURCE TO BE WELL WATER" 31. Applicant acknowledges that a water use permit for irrigation form SFWMD will be required prior to building permit submittal. 32. Applicant acknowledges that if capital facility fees are paid in advance owner will provide documentation as requested. 33. Applicant acknowledges for permit all condition for approval must be meet. 34. Applicant acknowledges an address must be issued to project at time of permit. 35. Applicant acknowledges that changes or revisions to these plans may generate additional comments. 36. Applicant acknowledges that a drinking fountain is required per F.B.C. and has been shown on Sheet A.I "FLOOR PLAN". 37. Applicant acknowledges that a service sink is required per F.B.e. and has been shown on Sheet A.I "FLOOR PLAN". PARKS AND RECREATION NONE FORESTERlENVIRONMENT ALIST Existing Trees Management Plan Sheet L-l 38. There are no existing trees on site and a note has been added Sheet L-1 accordingly. Landscape Plan Sheet L-l 39. Specifications on the Landscape plan have been revised to indicate the required tree height and caliper. A note has been added regarding the height of measurement for the tree caliper (3" at 4.5' above the ground). 40. All shrubs and accent plants have a height and spread indicated in their specifications. 41. The Tree Planting Detail has been revised to indicate where the height of the tree and it's caliper will be measured. 42. A Palm Planting Detail has been added to the Landscape plan incorporating the heights for measurements. 43. The Shrub Planting Detail has been revised to indicate where the height and spread of the plant will be measured. 44. The building has been placed such that the parking spaces will not be visible from NE 10th A venue with the exception of those directly in line with the entry drive. 45. A note has been added to the Landscape plan regarding the screening of all utility boxes or structures. Irrigation Plan 46. Applicant acknowledges design of irrigation system is to implement separate zone design for turf and landscape bed based on time duration and water conservation needs and will be provided at time of permit application PLANNING AND ZONING 47. Traffic impact statement attached. 48. Drainage statement fro Civil Engineer previously submitted. 49. Church Spire has been removed from tower to eliminate conflict with height restriction and is shown on Sheet A.2 "ELEVATIONS". 50. Rider to "Site Plan Application" previously submitted. 51. Note added to Sheet SP.1 at "BUFFER WALL SECTION" noting "BOTH SIDES OF WALL TO BE PAINTED TO MATCH BUILDING COLOR F-1 "DESERT SPRING" 5626M BY MAB PAINTS". 52. Site triangle shown Sheet SP.1 "SITE PLAN" and Sheet L-1. 53. Survey revised with "Future Land Use" and "Zoning" all around subject property. 54. Cumulative sign area shown for "SOUTH ELEV A TION" and "WEST ELEVATION" on Sheet A.2 "SIGNAGE NOTES". Signage to be under separate permit. 55. Applicant acknowledges signage is subject to review and approval of the Community Redevelopment Agency and City Commission. Plans have been noted as such on Sheet SP.1 and Sheet A.2 "SIGNAGE NOTES". 56. N.A. (no monument sign). 57. N.A. (no monument sign). 58. Colored elevation will be provided for Community Redevelopment Agency meeting and City Commission meetings. 59. Two Yellow Elders have been placed along the entry drive. These signature trees are in addition to the required perimeter buffer trees. Because this project is in the Martin Luther King Corridor, the building is located in close proximity to the street. For this reason, the 100.00' of frontage on N.E. 10th Avenue was not included in the perimeter buffer tree calculation. 60. Landscape buffers have been dimensioned and labeled on Sheet SP.1 "SITE PLAN" and Sheet L-1 Landscape plan. 61. Tree height and calipers have been noted at Sheet L-1 62. Parking detail shown and detailed on Sheet SP.1 "TYPICAL PARKING STRIPING" detail. 63. Dumpster enclosure not required per review of Laurinda Logan. Wheel out container will be provided. See Sheet A.2 "ELEV A TIONS" for trash can enclosure notes and details. 64. Applicant acknowledges all above ground mechanical equipment will be screened and all wall mounted equipment will be painted to match building color. See Sheet L-I landscape plan and Sheet A.2 "ELEVATIONS" for notes. 65. N.A. (no rooftop equipment) 66. Curb cuts have been adjusted on Sheet SP.1 "SITE PLAN" and Sheet C-1 "PAVING GRADING & DRAINAGE PLAN" to stay within property lines 67. Poly corrugated panels have been replaced with silver galvanized corrugated metal at sloped roof eyebrow areas and single-ply roofing over cedar t&g planks on joists at flat roofed areas (114":12" min. slope areas). See Sheet A.2 "ELEV A TIONS" for notes. 68. Sheet L-1 has been revised to show hedge on both sides of site buffer wall and wall has been moved one foot to the south to accommodate planting. Note - pavement at north side of side has been revised to curb wheel stop type. 69. The Pink Tabebuias have been substituted with Yellow Elders and have been placed along the entry drive. 70. The subject site is a parallelogram with the building honoring the front/street side property line. The parking as such followed the dynamics of the building orientation and not the side yard property lines. 71. Applicant acknowledges that a "Unity Of Title" will be required and provided prior to building permit issuance. If there are any further questions or concerns please feel free to call us at (561)735-9990 so that we may help in the final Site Plan Approval process. (~ncerelY' L~ () M~ Si~bjtect ,~/ DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 04-014 TO: Michael W. Rumpf, Director, Planning and Zoning FROM: Laurinda Logan, P,E" Senior Engineer DATE: January 23,2004 RE: Review Comments New Site Plan -1st Review Faith by Deliverance Church File No. NWSP 04-001 The above referenced Site Plans, received on January 14, 2004, was reviewed for Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LOR) referenced. PUBLIC WORKS - GENERAL 1, Prior to permit application contact the Public Works Department (561-742-6200) regarding the storage and handling of refuse. PUBLIC WORKS - TRAFFIC 2. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. ENGINEERING 3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 4. Please note that changes or revIsions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review. 5. Provide written and graphic scales on all sheets. 6. Show all existing utilities on Site Development plan (LOR, Chapter 4, Section 7,A.3). 7, Show site lighting on the Landscape plan. It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate future shadowing on the parking surface (LOR, Chapter 23, Article II, Section A.1,b). 8. Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an unobstructed cross-visibility at a level between 2.5' and 8' above the pavement (LOR, Chapter 7.5, Article II, Section 5.H.). I Dep'"bTtment of Public Works, ~'Igineering Division Memo No. 04-014 Re: Faith by Deliverance Church, New Site Plan 15t Review January 23, 2004 Page 2 9. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 10. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES 11. No utility plan was included with this submittal, therefore the Utilities Department considers this plan incomplete as submitted. However, the proposed Site Plan is an existing site located within the Utilities' service area, and is located where utility support is available. We are providing only a cursory review of the proposed site plans as submitted at this time. Additional comments may be required after a utility plan has been submitted. 12, Show all utilities on or adjacent to the tract (LDR, Chapter 3, Article IV, Section 3(0). 13. Show points of service connections for water and sewer, 14. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are available and will be provided by all other appropriate agencies. This statement is lacking on the submitted plans, 15. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g,p,m, as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). 16, The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. 17. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 18. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, 19. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. LUck Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail) Peter V. Mazzella, Deputy Utility Director, Utilities H, David Kelley, Jr" P.E.I P,S.M" City Engineer, Public Works/Engineering (via e-mail) Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) S:\Engineering\Kribs\Faith by Deliverance Church New Site Plan, 1st Review.doc r-- j DATE: January 14, 2004 List of Acronyms/Abbreviations: ASCE - American Society of Civil Engineers BBA - Boynton Beach Amendments CBB - City of Boynton Beach CBBCO - City of Boynton Beach Code of Ordinances CBBCPP - City of Boynton Beach Comprehensive Plan Policy CFR - Code of Federal Regulations EPA - Environment Protection Agency FBC - Florida Building Code FIRM - Flood Insurance Rate Map F.S. - Florida Statutes LOR - Land Development Regulations NEC - National Electric Code NFPA - National Fire Prevention Assn NGVD - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Management District DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 04-012 TO: Michael W. Rumpf Director of Planning and Zoning FROM: Timothy K. Large h);iiiY TRC Member/Buildi~n SUBJECT: Project - Faith by Deliverance Church File No. - NWSP 04-001 - 1st review We have reviewed the subject plans and recommend that the request be forwarded for Board review with the understanding that all remaining comments will be shown in compliance on the working drawings submitted for permits. Buildina Division (Site Specific and Permit Comments) - Timothy K. Larae (561) 742-6352 1 Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 2001 FBC, Table 600. Submit calculations that clearly reflect the percentage of protected and unprotected wall openings permitted per 2001 FBC, Table 600. 2 Every exterior wall within 15 feet of a property line shall be equipped with approved opening protectives per 2001 FBC, Section 705.1.1,2. 3 Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph, Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 4 At time of permit review, submit signed and sealed working drawings of the proposed construction, 5 On the drawing titled site plan, identify and label the symbol that represents the property line. 6 As required by the CBBCO, Part III titled "Land Development Regulations", submit a site plan that clearly depicts the setback dimensions from each property line to the leading edge of the building. The leading edge of the building begins at the closest point of the overhang or canopy to the property line. S:IDevelopmentlBuildingl TRCI TRC 2003\Name of Project Page 1 of 2 .. 7 CBBCPP 3,C,3.4 requires the conservation of potable water, City water may not, therefore, be used for landscape irrigation where other sources are readily available. 8 A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source, A copy of the permit shall be submitted at the time of permit application, F.S. 373.216, 9 If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a) The full name of the project as it appears on the Development Order and the Commission-approved site plan. b) The total amount paid and itemized into how much is for water and how much is for sewer, (CBBCO, Chapter 26, Article II, Sections 26-34) 10 Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 11 The full address of the project shall be submitted with the construction documents at the time of permit application submittal. 12 Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. 13 A minimum of one drinking fountain shall be installed per the 2001 FBC, Plumbing, Table 403.1. 14 A minimum of one service sink shall be installed per the 2001 FBC, Plumbing, Table 403,1, bf S:\Development\Building\TRC\TRC 2003\Faith by Deliverance Church Page 2 of 2 TRC Memorandum Page 1 of2 -" ./ ,~ Coale, Sherie From: Hallahan, Kevin Sent: Thursday, January 22, 2004 1 :11 PM To: Breese, Ed Cc: Coale, Sherie Subject: Deliverance By Faith Church- TRC Review comments Planning Memorandum: Forester / Environmentalist To: Ed Breese, Principal Planner From: Kevin J. Hallahan, Forester / Environmentalist Subject: Faith By Deliverance Church New Site Plan - 1st Review NWSP 04-001 Date: January 22, 2004 Existing Trees Management Plan Sheet Ll The Landscape Architect should indicate if there are any existing trees to be preserved in place, relocated on site, or removed / replaced on site, All existing trees must be relocated rather than removed if the trees are in good health. These trees should be shown as a separate symbol on the plan, Landscape Plan Sheet Ll 1. All shade and palm trees on the Plant List must be listed in the specifications as a minimum of 12'-14' height, 3" caliper at DBH (4.5' off the ground), and Florida #1 (Florida Grades and Standards manual). The height ofthe trees may be larger than 12'-14' to meet the 3" caliper requirement. [Environmental Regulations, Chapter 7.5, Article II Sec. 5,C. 2.] 2. All of the accent and shrub plants should include the height and spread at time of planting, [Environnemental. Regulations, Chapter. 7.5, Article II Sec. 5.C.3, N.] 3, The Planting Details section for the Tree Planting should include a line indicating where the height of the tree and the caliper @ dbh (4.5' offthe ground) will be measured at time of planting and inspection, 4. The Planting Details section should include a Palm Planting sketch and include a line indicating where the height of the palm trees will be measured at time of planting and inspection. 5. The details section for the Shrub Planting should include a line indicating where the height and spread of the plant will be measured at time planting and inspection. 6, The applicant should show an elevation cross-section detail indicating how the height of the proposed landscape material drawn to scale will visually buffer the proposed parking lot automobiles from the NE 10th Avenue road right-of-way. 7, The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Coco plum hedge plants on three sides. 1/22/2004 TRC Memorandum Page 2 of2 Irrigation Plan-No Irrigation plan included in the submittal Kjh 1/22/2004 LITY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM ,/ ,TO: Michael W. Rumpf DATE: Dir. of Planning & Zoning 1/20104 FILE: NWSP 04-00 I FROM: Off. John Huntington Police Department CPTED Practitioner SUBJECT: Faith by Deliverence Church REFERENCES: Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: No Comments ..- ~ CITY OF BOYNTON BEACH Fire and Life Safety Division 100 East Boynton Beach Blvd. P.O. Box 310 Boynton Beach, Florida 33425-0310 PLAN REVIEW COMMENTS For review of: NWSP 04-001 1st review Deliverance Church NE 10th Ave E of Seacrest Blvd, Project Name and Address: Reviewed by: -~ Rodqer Kemmer, Fire Protection Enqineer Department: Fire and Life Safety Phone: (561) 742-6753 Comments to: Sherie Coale by email on 1/14/04 Code Requirements Design documents shall demonstrate compliance with LOR Chapter 6, Section 16, which provides requirements for hydrants, Hydrants in commercial applications shall be no more than 300 ft, apart and the remotest part of any structure shall be no more than 200 ft. from a hydrant. Connections shall be to mains no less than 6 inches in diameter, In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required, Design documents where underground water mains and hydrants are to be provided, must demonstrate that they will be installed, completed, and in service prior to construction work per the Florida Fire Prevention Code, (2000) Section 29-2.3.2, Prior to Fire Department approval of a building permit, new construction projects must provide the results of a hydrant flow test indicating a fire flow not less than 1500 gpm @ 20 psi above domestic use, This applies to new or existing hydrants within the required 200 ft, of the facility. Emergency access shall be provided at the start of a project and be maintained throughout construction per the Florida Fire Prevention Code, Section 3-5, and NFPA 241, (1996) Safeguarding Construction, Alteration, and Demolition Operations, Section 5-4.3, Emergency access roadways must be firm and unyielding, having a bearing value of not less than 40 (i.e. LBR 40), compacted to 98% of the maximum density as determined by AASHTO T180, in accordance with the FOOT Standard Specifications for Road and Bridge Construction (2000) Division II, Section 160, STABILIZING. A copy of the test results shall be provided and accepted prior to above grade construction. Testing frequency shall not be less than that specified in the FOOT Sampling, Testing and Reporting Guide, or as required by the Fire Marshal. The roadway shall be maintained free from ruts, depressions, and damage, and at the required bearing value for the duration of it's intended use, cc: Steve Gale Bob Borden Project name: Deliverance by Faith File number: NWSP 04-00 I Reference: I streview lans identified as a New Site Plan with a Janua Department date stamp marking 1 st REVIEW COMMENTS ~~. ,A~Eb New Site Plan '"" I JJ P1'ret:> ~118lo+ 7 2004 DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse, PUBLIC WORKS - Traffic Comments: 2. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. ENGINEERING DIVISION Comments: 3, All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 4, Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, 5. Provide written and graphic scales on all sheets, 6. Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7.A.3). 7, Show site lighting on the Landscape plan, It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1.b), 8. Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an unobstructed cross-visibility at a level between 2.5' and 8' above the pavement (LDR, Chapter 7.5, Article II, Section 5.H,), 9. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 10, All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the 1 ST REVIEW COMMENTS Faith Deliver 02/17/04 2 DEPARTMENTS INCLUDE REJECT "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application, UTILITIES Comments: II. No utility plan was included with this submittal, therefore the Utilities Department considers this plan incomplete as submitted. However, the proposed Site Plan is an existing site located within the Utilities' service area, and is located where utility support is available, We are providing only a cursory review of the proposed site plans as submitted at this time, Additional comments may be required after a utility plan has been submitted. 12, Show all utilities on or adjacent to the tract (LDR, Chapter 3, Article IV, Section 3(0), 13. Show points of service connections for water and sewer 14. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)), 15. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plarI approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand, 16. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15, 17. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fIre hydrarIt. Please demonstrate that the plarI meets this condition 18. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. FIRE Comments: 19, Design documents shall demonstrate compliarIce with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of arIY structure shall be no more than 200 feet from a hydrarIt. Connections shall be to mains no less tharI six (6) inches in diameter, In 1ST REVIEW COMMENTS Faith Deliver 02/17/04 3 ///e ~ I I DEPARTMENTS INCLUDE REJECT addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 20. Design documents where underground water mains and hydrants are to be provided, must demonstrate that they will be installed, completed, and in service prior to construction work per the Florida Fire Prevention Code, (2000) Section 29-2,3.2, 21. Prior to Fire Department approval of a building permit, new construction projects must provide the results of a hydrant flow test indicating a fire flow not less than 1500 gpm @ 20 psi above domestic use. This applies to new or existing hydrants within the required 200 ft, of the facility, 22, Emergency access shall be provided at the start of a project and be maintained throughout construction per the Florida Fire Prevention Code, Section 3-5, and NFPA 241, (1996) Safeguarding Construction, Alteration, and Demolition Operations, Section 5-4.3, 23. Emergency access roadways must be firm and unyielding, having a bearing value of not less than 40 (i,e. LBR 40), compacted to 98% of the maximum density as determined by AASHTO Tl80, in accordance with the FDOT Standard Specifications for Road and Bridge Construction (2000) Division 11, Section 160, STABILIZING. A copy of the test results shall be provided and accepted prior to above grade construction, Testing frequency shall not be less than that specified in the FDOT Sampling, Testing and Reporting Guide, or as required by the Fire Marshal. The roadway shall be maintained free from ruts, depressions, and damage, and at the required bearing value for the duration of it's intended use, POLICE Comments: NONE BUILDING DIVISION Comments: 24, Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 2001 FBC, Table 600. / Submit calculations that clearly reflect the percentage of protected and unprotected wall openings permitted per 200 I FBC, Table 600, 25, Every exterior wall within 15 feet of a property line shall be equipped with / approved opening protectives per 2001 FBC, Section 705,1.1.2. 26. Buildings, structures and parts thereof shall be designed to withstand the / minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and 1 ST REVIEW COMMENTS Faith Deliver 02/17/04 4 I u DEPARTMENTS INCLUDE REJECT the provisions of 2001 FBC, Section 1606 (Wind Loads), Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application, 27. At time of permit review, submit signed and sealed working drawings of the proposed construction. V 28, On the drawing titled site plan, identify and label the symbol that represents V the property line. - OEf1A)1,. "'f.l~ A8SIte.v/ATlaJ~'. , N Po I' ., ,Po If ~ L " , . .L'J~' .1..., t!.RL. AAJO W, . . 29. As required by the CBBCO, Part III titled "Land Development Regulations", submit a site plan that clearly depicts the setback dimensions from each property line to the leading edge of the building. The leading V edge of the building begins at the closest point of the overhang or canopy to the property line. 30. CBBCPP 3.C,3.4 requires the conservation of potable water. City water may not, therefore, be used for landscape irrigation where other sources are / readily available. 31. A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the V permit shall be submitted at the time of permit application, F.S. 373,216, 32, If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a) The full name of the project as it appears on the V Development Order and the Commission-approved site plan. b) The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 33. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for V review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 34, The full address of the project shall be submitted with the construction / documents at the time of permit application submittal. 35, Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ,/ ensure that additional comments may not be generated by the commission and at permit review. /' 36, A minimum of one drinking fountain shall be installed per the 2001 FBC, V -:/; J-e 1ST REVIEW COMMENTS Faith Deliver 02/17/04 5 I I DEPARTMENTS INCLUDE REJECT Plumbing, Table 403.1, 37, A minimum of one service sink shall be installed per the 200 I FBC, Plumbing, Table 403.1, 1/ PARKS AND RECREATION Comments: FORESTERlENVIRONMENT ALIST Comments: Existin2 Trees Mana2ement Plan Sheet Ll 38, The Landscape Architect should indicate if there are any existing trees to be preserved in place, relocated on site, or removed / replaced on site. All existing trees must be relocated rather than removed if the trees are in good health. These trees should be shown as a separate symbol on the plan, 39. Landscape Plan Sheet Ll All shade and palm trees on the Plant List must be listed in the specifications as a minimum of 12 feet -14 feet in height, three (3) inch caliper at DBH (4,5' off the ground), and Florida #1 (Florida Grades and Standards manual), The height of the trees maybe larger than 12'-14' to meet the 3" caliper requirement. [Environmental Regulations, Chapter 7,5, Article II Sec. 5.C. 2.] 40. All of the accent and shrub plants should include the height and spread at time of planting, [Environnemental. Regulations, Chapter. 7.5, Article II Sec. 5.C.3, N,] 41. The Planting Details section for the Tree Planting should include a line indicating where the height of the tree and the caliper @ dbh (4,5 feet off the ground) will be measured at time of planting and inspection. 42. The Planting Details section should include a Palm Planting sketch and include a line indicating where the height of the palm trees will be measured at time of planting and inspection 43, The details section for the Shrub Planting should include a line indicating where the height and spread of the plant will be measured at time planting and inspection. 44. The applicant should show an elevation cross-section detail indicating how the height of the proposed landscape material drawn to scale will visually buffer the proposed parking lot automobiles from the NE lOth A venue road right-of-wav. 45. The applicant should add a note that all utility boxes or structures (not 1 ST REVIEW COMMENTS Faith Deliver 02/17/04 6 , II DEPARTMENTS INCLUDE REJECT currently known or shown on the plan) should be screened with Coco plum hedge plants on three sides. 46, Irrhration Plan-No Irri!!ation nlan included in the submittal PLANNING AND ZONING Comments: 47, A traffic impact statement is required prior to the Technical Review Committee meeting (Chapter 4. Section 8,P,). 48. A drainage statement is required prior to the Technical Review Committee meeting (Chapter 4, Section 7,P.2.), 49. The proposed church spire exceed the district height limit of thirty (30) feet, approval of a height exception is required or revised the proposed plans accordingly. 50, Complete and submit a rider to "Site Plan Application" form 5l. Provide a note indicating that the buffer wall will resemble the color and material, the design of the proposed building (Chapter 9, Section 10.E.). 52, Identify the sight triangles for the entrance on the site plan. 53, The survey must identify the Puture Land Use and Zoning designation for the adjacent properties (Chapter 4, Section A.3.). 54. Provide the cumulative maximum square footage for all wall signage, The wall signage shall not exceed 105.9 square feet since the building frontage is 70.6 linear feet (Chapter 21, Article 4, Section 2,C.), 55. All signage is subject to review and approval of the Community Redevelopment Agency and City Commission. The elevations shall indicate the location of the proposed wall signs, including their dimensions, sign type, and letter colors, The cumulative area for all wall signs shall be in compliance with Chapter 21, Article IV, Section 2.B. 56, All signage is subject to review and approval of the Community Redevelopment Agency and City Commission, Will there be monument sign proposed for the project? If so, on the site plan, indicate its location and provide a detail of the sign area, including the dimensions, exterior fInish, and letter color(s) (Chapter 4, Section 7.D,), 57. The base of any proposed monument sign shall be enhanced with colorful groundcover plants and a minimum of two (2) colorful shrub species 1 ST REVIEW COMMENTS Faith Deliver 02/17/04 7 I i DEPARTMENTS INCLUDE REJECT (Chapter 7.5, Article II, Section 5.0.), 58. Include a color rendering of all elevations prior to the Technical Review Committee meeting (Chapter 4, Section 7.D,2.). 59. Landscaping at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.). Note that signature trees do not contribute toward the total number of required perimeter trees, 60, Label and dimension required landscape buffer on the site plan and landscape plan, 61. All required trees shall be at minimum 12 feet overall height and 3 caliper inches when planted (Chapter 7.5, Article II, Section 5.C,2.), 62. Provide a standard parking space detail showing all dimensions in accordance with drawing No. K-1. 63, Provide a dumpster enclosure detail. The dumpster enclosure shall resemble with respect to the color and materials, the design of the principal buildings and shall be integrated with other site elements (Chapter 9, Section 10.E,3,). On the site plan, place a note indicating this requirement. Contact the Sanitation Supervisor to determine of roll-out refuse collection can be utilized in lieu of a dumpster. If roll-out is acceptable, designate on- site storage and screening of these units, 64. All above ground mechanical equipment such as exterior utility boxes, meters, and transformers, shall be visually screened (Chapter 9, Section 10.CA.). Equipment placed on the walls of the building shall be painted to match the building color. Place a note on the site plan indicating this requirement. 65. Rooftops will be treated as part of the building elevation, All rooftop equipment must be completely screened from view at a minimum distance of 600 feet (Chapter 9, Section II,E.). 66. The curb cut flare for the driveway appears to encroach across the property to the west. 67, The poly corrugated panels on the trellis and over the windows are not compatible materials with this type of architecture. A canvass awing or bahama shutter should be used over the windows and the trellis left open or roofed with material used elsewhere on the building 68. The wall at the rear property line should have a hedge placed on both sides. 1ST REVIEW COMMENTS Faith Deliver 02/17/04 8 DEPARTMENTS INCLUDE REJECT 69, The "flowering trees" pink tabebuias are required to be along the entry drive adjacent to the street. The plan depicts their placement at the rear of the building, 70. What is the purpose for skewing the parking lot and building as opposed to being parallel with the side property lines? 71. A Unity of Title will be required. 72. Since this property is included in the parcels to be acquired by the CRA as part of Phase I of the Heart of Boynton Redevelopment Plan and pertinent correspondence has been sent to the owner, Staff recommends denial of the site plan. MWRlsc S:\Planning\SHARED\WP\PROJECTS\Faith by Deliverance\NWSP 04-001\1ST REVIEW COMMENTS.doc 1 st REVIEW COMMENTS New Site Plan Project name: Deliverance by Faith File number: NWSP 04-001 Reference: 1 slreview plans identified as a New Site Plan with a January 7,2004 Planning and Zoning Department date stamp marking, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse, PUBLIC WORKS - Traffic Comments: 2. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. ENGINEERING DIVISION Comments: 3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 4, Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review. 5, Provide written and graphic scales on all sheets. 6. Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7,A.3). 7. Show site lighting on the Landscape plan. It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1.b). 8. Indicate, by note on the Landscape Plan, that within the sight triangles there shall be an unobstructed cross-visibility at a level between 2,5' and 8' above the pavement (LDR, Chapter 7.5, Article II, Section 5.H.). 9. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 10, All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the 1 ST REVIEW COMMENTS Faith Deliver 02/12/04 2 DEPARTMENTS INCLUDE REJECT "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application, UTILITIES Comments: II. No utility plan was included with this submittal, therefore the Utilities Department considers this plan incomplete as submitted. However, the proposed Site Plan is an existing site located within the Utilities' service area, and is located where utility support is available. Weare providing only a cursory review of the proposed site plans as submitted at this time. Additional comments may be required after a utility plan has been submitted, 12, Show all utilities on or adjacent to the tract (LDR, Chapter 3, Article IV, Section 3(0), 13. Show points of service connections for water and sewer 14, Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)), 15. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand, 16. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15, 17. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition 18. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. FIRE Comments: 19. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants In commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter. In 1ST REVIEW COMMENTS Faith Deliver 02/12/04 3 DEPARTMENTS INCLUDE REJECT addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 20, Design documents where underground water mains and hydrants are to be provided, must demonstrate that they will be installed, completed, and in service prior to construction work per the Florida Fire Prevention Code, (2000) Section 29-2.3,2. 21. Prior to Fire Department approval of a building permit, new construction projects must provide the results of a hydrant flow test indicating a fire flow not less than 1500 gpm @ 20 psi above domestic use. This applies to new or existing hydrants within the required 200 ft. of the facility, 22, Emergency access shall be provided at the start of a project and be maintained throughout construction per the Florida Fire Prevention Code, Section 3-5, and NFPA 241, (1996) Safeguarding Construction, Alteration, and Demolition Operations, Section 5-4.3, 23. Emergency access roadways must be firm and unyielding, having a bearing value of not less than 40 (i.e, LBR 40), compacted to 98% of the maximum density as determined by AASHTO Tl80, in accordance with the FDOT Standard Specifications for Road and Bridge Construction (2000) Division 11, Section 160, STABILIZING. A copy of the test results shall be provided and accepted prior to above grade construction, Testing frequency shall not be less than that specified in the FDOT Sampling, Testing and Reporting Guide, or as required by the Fire Marshal. The roadway shall be maintained free from ruts, depressions, and damage, and at the required bearing value for the duration of it's intended use. POLICE Comments: NONE BUILDING DIVISION Comments: 24. Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 200 I FBC, Table 600. Submit calculations that clearly reflect the percentage of protected and unprotected wall openings permitted per 2001 FBC, Table 600. 25. Every exterior wall within 15 feet of a property line shall be equipped with approved opening protectives per 200 I FBC, Section 705.1,1.2. 26, Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph, Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and 1ST REVIEW COMMENTS Faith Deliver 02/12/04 4 DEPARTMENTS INCLUDE REJECT the provisions of 2001 FBC, Section 1606 (Wind Loads), Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application, 27. At time of permit review, submit signed and sealed working drawings of the proposed construction, 28. On the drawing titled site plan, identify and label the symbol that represents the property line. 29, As required by the CBBCO, Part III titled "Land Development Regulations", submit a site plan that clearly depicts the setback dimensions from each property line to the leading edge of the building. The leading edge of the building begins at the closest point of the overhang or canopy to the property line. 30. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may not, therefore, be used for landscape irrigation where other sources are readily available, 31. A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source, A copy of the permit shall be submitted at the time of permit application, F.S. 373,216. 32, If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a) The full name of the project as it appears on the Development Order and the Commission-approved site plan. b) The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 33, Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 34, The full address of the project shall be submitted with the construction documents at the time of permit application submittal. 35. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. 36. A minimum of one drinking fountain shall be installed per the 200 I FBC, 1ST REVIEW COMMENTS Faith Deliver 02/12/04 5 DEPARTMENTS INCLUDE REJECT Plumbing, Table 403.1, 37. A minimum of one service sink shall be installed per the 200 I FBC, Plumbing, Table 403,1. PARKS AND RECREATION Comments: FORESTER/ENVIRONMENTALIST Comments: Existin2 Trees Mana2ement Plan Sheet Ll 38, The Landscape Architect should indicate if there are any existing trees to be preserved in place, relocated on site, or removed / replaced on site, All existing trees must be relocated rather than removed if the trees are in good health. These trees should be shown as a separate symbol on the plan. 39. Landscape Plan Sheet Ll All shade and palm trees on the Plant List must be listed in the specifications as a minimum of 12 feet -14 feet in height, three (3) inch caliper at DBH (4.5' off the ground), and Florida #1 (Florida Grades and Standards manual). The height of the trees may be larger than 12'-14' to meet the 3" caliper requirement. [Environmental Regulations, Chapter 7,5, Article II Sec. 5.C. 2,] 40. All of the accent and shrub plants should include the height and spread at time of planting. [Environnemental. Regulations, Chapter, 7,5, Article II Sec, 5.C.3, N,] 41. The Planting Details section for the Tree Planting should include a line indicating where the height of the tree and the caliper @ dbh (4.5 feet off the ground) will be measured at time of planting and inspection, 42. The Planting Details section should include a Palm Planting sketch and include a line indicating where the height of the palm trees will be measured at time of planting and inspection 43, The details section for the Shrub Planting should include a line indicating where the height and spread of the plant will be measured at time planting and inspection, 44. The applicant should show an elevation cross-section detail indicating how the height of the proposed landscape material drawn to scale will visually buffer the proposed parking lot automobiles from the NE lOth A venue road right-of-way, 45, The applicant should add a note that all utility boxes or structures (not 1ST REVIEW COMMENTS Faith Deliver 02/12/04 6 DEPARTMENTS INCLUDE REJECT currently known or shown on the plan) should be screened with Coco plum hedge plants on three sides. 46. Irrh!ation Plan-No Irril!ation Dlan included in the submittal PLANNING AND ZONING Comments: 47. A traffic impact statement is required prior to the Technical Review Committee meeting (Chapter 4, Section 8.F.). 48. A drainage statement is required prior to the Technical Review Committee meeting (Chapter 4, Section 7,F.2,). 49. The proposed church spire exceed the district height limit of thirty (30) feet, approval of a height exception is required or revised the proposed plans accordingly, 50. Complete and submit a rider to "Site Plan Application" form 51. Provide a note indicating that the buffer wall will resemble the color and material, the design of the proposed building (Chapter 9, Section 1O.E.). 52, Identify the sight triangles for the entrance on the site plan, 53, The survey must identify the Future Land Use and Zoning designation for the adjacent properties (Chapter 4, Section A.3,). 54. Provide the cumulative maximum square footage for all wall signage. The wall signage shall not exceed 105,9 square feet since the building frontage is 70,6 linear feet (Chapter 21, Article 4, Section 2,C,). 55. All signage is subject to review and approval of the Community Redevelopment Agency and City Commission, The elevations shall indicate the location of the proposed wall signs, including their dimensions, sign type, and letter colors. The cumulative area for all wall signs shall be in compliance with Chapter 21, Article IV, Section 2.B, 56. All signage is subject to review and approval of the Community Redevelopment Agency and City Commission, Will there be monument sign proposed for the project? If so, on the site plan, indicate its location and provide a detail of the sign area, including the dimensions, exterior finish, and letter color(s) (Chapter 4, Section 7,D,). 57. The base of any proposed monument sign shall be enhanced with colorful groundcover plants and a minimum oftwo (2) colorful shrub species 1ST REVIEW COMMENTS Faith Deliver 02/12/04 7 DEPARTMENTS INCLUDE REJECT (Chapter 7.5, Article II, Section 5,0.), 58, Include a color rendering of all elevations prior to the Technical Review Committee meeting (Chapter 4, Section 7.D.2,). 59, Landscaping at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.), Note that signature trees do not contribute toward the total number of required perimeter trees, 60. Label and dimension required landscape buffer on the site plan and landscape plan. 61. All required trees shall be at minimum 12 feet overall height and 3 caliper inches when planted (Chapter 7,5, Article II, Section 5,C.2,). 62. Provide a standard parking space detail showing all dimensions in accordance with drawing No, K-1. 63. Provide a dumpster enclosure detail. The dumpster enclosure shall resemble with respect to the color and materials, the design of the principal buildings and shall be integrated with other site elements (Chapter 9, Section IO,E,3,), On the site plan, place a note indicating this requirement. Contact the Sanitation Supervisor to determine of roll-out refuse collection can be utilized in lieu of a dumpster. If roll-out is acceptable, designate on- site storage and screening of these units. 64, All above ground mechanical equipment such as exterior utility boxes, meters, and transformers, shall be visually screened (Chapter 9, Section 1O.C.4.). Equipment placed on the walls of the building shall be painted to match the building color. Place a note on the site plan indicating this requirement. 65. Rooftops will be treated as part of the building elevation. All rooftop equipment must be completely screened from view at a minimum distance of 600 feet (Chapter 9, Section 11.E,), 66. The curb cut flare for the driveway appears to encroach across the property to the west. 67. The poly corrugated panels on the trellis and over the windows are not compatible materials with this type of architecture. A canvass awing or bahama shutter should be used over the windows and the trellis left open or roofed with material used elsewhere on the building 68, The wall at the rear property line should have a hedge placed on both sides, 1ST REVIEW COMMENTS Faith Deliver 02/12/04 8 DEPARTMENTS INCLUDE REJECT 69, The "flowering trees" pink tabebuias are required to be along the entry drive adjacent to the street. The plan depicts their placement at the rear of the building, 70, What is the purpose for skewing the parking lot and building as opposed to being parallel with the side property lines? 71. A Unity of Title will be required. 72, Since this property is included in the parcels to be acquired by the CRA as part of Phase I of the Heart of Boynton Redevelopment Plan and pertinent correspondence has been sent to the owner, Staff recommends denial of the site plan, MWR!sc S:\Planning\SHARED\WP\PROJECTS\Faith by Deliverance\NWSP 04-001\1ST REVIEW COMMENTS.doc ..... DELIVERANCE BY FAITH CHURCH NWSP 04-001 1 st Review Planning January 23, 2004 A traffic impact statement is required prior to the Technical Review Committee meeting (Chapter 4. Section 8,F.). A drainage statement is required prior to the Technical Review Committee meeting (Chapter 4, Section 7.F.2.). The proposed church spire exceed the district height limit of thirty (30) feet, approval of a height exception is required or revised the proposed plans accordingly. Complete and submit a rider to "Site Plan Application" form, Provide a note indicating that the buffer wall will resemble the color and material, the design of the proposed building (Chapter 9, Section 10,E.), Identify the sight triangles for the entrance on the site plan, The survey must identify the Future Land Use and Zoning designation for the adjacent properties (Chapter 4, Section A.3.). Provide the cumulative maximum square footage for all wall signage. The wall signage shall not exceed 105.9 square feet since the building frontage is 70,6 linear feet (Chapter 21, Article 4, Section 2.C.). All signage is subject to review and approval of the Community Redevelopment Agency and City Commission. The elevations shall indicate the location of the proposed wall signs, including their dimensions, sign type, and letter colors, The cumulative area for all wall signs shall be in compliance with Chapter 21, Article IV, Section 2.B. All signage is subject to review and approval of the Community Redevelopment Agency and City Commission. Will there be monument sign proposed for the project? If so, on the site plan, indicate its location and provide a detail of the sign area, including the dimensions, exterior finish, and letter color(s) (Chapter 4, Section 7,D,), The base of any proposed monument sign shall be enhanced with colorful groundcover plants and a minimum of two (2) colorful shrub species (Chapter 7,5, Article II, Section 5.0.). ~_'" ~)I~ ulJ>1' L .,:.~ Include a color rendering of all elevations prior to the Technical Review Committee meeting (Chapter 4, Section 7.D.2,). ~ Landscaping at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7,5, Article II, Section 5,N,), Note that signature trees do not contribute toward the total number of required perimeter trees, Label and dimension required landscape buffer on the site plan and landscape plan. ~* 4{SOI P/IJE ~ ~ ??? ~ .. All required trees shall be at minimum 12 feet overall height and 3 caliper inches when planted (Chapter 7,5, Article II, Section 5.C.2,). Provide a standard parking space detail showing all dimensions in accordance with drawing No, K-l. * ~ Provide a dumpster enclosure detail. The dumpster enclosure shall resemble with respect to the color and materials, the design of the principal buildings and shall be integrated with other site ~ ~ elements (Chapter 9, Section 10.E.3.t On the site plan, place a note indicating this requirement. ~",: A-~'n) ~.pro.er riIri ~'nt1le>l) ~fSt:JIl,. '1ll ~ ,ue IF f<oLt. .0"," ru:~E. ClJUSCrIf}d CJll(J Il€ (J rfq"lQ 110 U IlL. . IF /1()LV6vr NI&' ~ I NSI~1t'fE 4CI" GIrL G~ ~D gc:.4ED"1U(, 6lF ~ (J~,JS. All above ground mechanical equipment such as exterior utility boxes, meters, and transformers, shall be visually screened (Chapter 9, Section lO,C.4.), Equipment placed on the walls ofthe building shall be painted to match the building color. 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", ICON DESIGN GROUP 01/06/04 11:42am P. 001 581 3870074 " "DELIVERANCE BY FAITH" CHURCH BOYNTON BEACH, FL UTILITY DEMANDS FILE P~NTEO 1-7-04 DEMAND.WKl DATA; TYPE OF USE: CHURCH BUIIDING AREA 3200 SF, TOTAL CHURCH 133 SEATS UNIT FLOW: 3 GPO/SEAT, CHURCH 399 GPO (AVERAGE) TOTAL AVERAGE FLOW = 399 GPO 0.29 GPM DETERMINE WATER AND SEWER FLOW: TOTAL WATER OEMAND = 399 GPD/350GPD/ERC 23 F.U. 1,14 ERC 399 GPD/300GPD/ERC 998 GPD 0.69 GPM ... TOTAL SEWER DEMAND = TOTAL PEAK FLOW .. DETERMINE FIRE FLOW: PER ISO "GUIDE FOR DETERMINATION OF REQUIRED FIRE FLOW" F 18*C*(A) **0.5 C "" COEFFICIENT RELATED TO TYPE OF CONS'l'RUCTION 0.8 (NONCOMBUSTIBLE CONSTRUCTION) A = FLOOR AREA = 3200 SF F = FIRE FLOW, GPH = 815 GPM o:(~ J (..., \ ,) t.> . ICON DESIGN GROUP 561 8670074 " TYPICAL EXFILTRATION TRENCH "DELIVERANCE BY FAITH" CHURCH BOYNTON BEACH, FLORIDA FILE PRINTED 1-7-04 TOTAL SITE AREA ::l: 0.32 ACRE, ON-SITE WATER TABLE ELEVATION = 8 . 50 NGVD MINIMUM GRATE ELEVATION = 15.50 NGVD TOP OF 'l'BENCH ELEVATON = 13.7S NGVD PIPE INVERT = a . 50 NGVD H2 = DU = DS = W = 7.0 FEET 5 . 3 FEET 1. 0 FEET 3.0 FEET cAR = VOLUME TO BE RETAINED (ACRE-INCH) = 0 . 02 ACRE-FEET = 0.24 ACRE-INCH K = 1. 00E-04 CFS/SF-FT HEAD (ASSUMED FIELD VALUE) 01!06!04 07:04pm P. 12101 L = cAR/[K*(H2*W + 2*H2*DU - DU*DU + 2*82*D5) + (1.39E-04)W*DU] L = 23 FEET REQUIRED 6S FEET PROVIDED VOLUME PROVIDED = 0.06 ACRE-FEET ... ICON DESIGN GROUP 561 8670074 01/06/04 11:42am P. 002 -. "DELIVERANCE BY FAITH" CHORCH BOYNTON BEACH, FLORIDA PALM 'BEACH COUNTY WATER MANAGEMENT ANALYSIS FILE PRINTED 1-7-04 CHURCHWM. WK1 LAND USE: TOTAL 14006 SF o . 32 ACRES BUILDING 3200 SF O. 07 ACRES PAVEMEN'I' 7670 SF 0.18 ACRES LAKE o SF o . 00 ACRES OPEN SPACE 3136 SF o . 07 AClU:S MINIMUM ELEVATIONS: ROADS AND PARKING FINISH FLOOR 15.50 FEET 17.3S FEET (MINI.MUM PER 18" RULE) CONTROL ELEVATION: 8.50 FEET (TO BE VERIFIED) DESIGN RAINFALL: 24-HOUR STORMS 5- YEAR 10-YEAR 25-YEAR lOO-YEAR 7.50 INCHES 9 . 00 INCHES 11 . 00 INCHES 14 . 00 INCHES ICON DESIGN GROUP 581 3870074 01/08/04 11:42am P. 003 -" DESIGN CRITERIA WATER QUALITY: (POLLUTION ABATEMENT) 1. FIRST HALF INCH RUNOFF'" 0 ,5 X 0.32 ACRES X 1 FT/12 IN 0.01 ACRE-FEET 2. RUNOFF FROM FIRST INCH OF RAINFALl ciA c = 0.80 WEIGHTED AVERAGE i = 1.00 INCH A = 0.32 ACRES RUNOFF = 0.02 ACRE-FEET 3. 2.5 INCHES TIMES THE PERCENT IMPERVIOUS: SITE AREA = TOTAL - (RET 'N AREA + BUILDING) = 0.25 ACRES IMPERVIOUS AREA = SITE AREA - OPEN SPACE = 0.18 ACRES % IMPERVIOUS = IMPERVIOUS AREA/SITE AREA X 100% '" 70.98 VOL 2.! X % IMPERVIOUS = 0 .05 ACRE-FEET = 0.01 ACRE-FEET 584 CF 3. REQUIRED RETENTION STORAGE = 4 . REQUIRED PRE'l'REA'l'MENT VOLUME ... 0.5 IN X (TOTAL -LAKE)f12 O. 01 ACRE-FEET 584 CF 5. RETENTION/DETENTION CRITERIA: THE RETENTION AND PRE'l'REA'l'MENT WILL BE PROVIDED BY MEANS OF EXFIL'l'RATION TRENCHES, REFER TO ATTACHED CALCULATIONS. Utilities Department 124 East Woolbright Road LOCATIONS AND MEETS r Caller Name: I Date Requested: Caller Telephone: Property Address: Subdivision or Nearest i Cross Street: ! Location Description: I I I I I I 1m" hE 3' f'.{ S L;eSI ~fhMeet Time: I J-1j- O~ ; Need Date: 1135-9 C1 0 VULCA-ffi LoT) I I I : Emergency: I Yes 0 13 0 =t- S.e. u LiE STOl1m LK s- k?lLL I-Ls TO BE COMPLETED BY THE UTILITIES LOCATIONS DIVISION I Received By : I I Completed By : i Caller NOTified of Completion: . Date: 2-6--tJL- : Date: ~(iJImIPUH~ U!J FEB - 6 2004 ~ ~ re~~4n:~ D L::'J' BOYNTON BEACH UTILITIES DEPARTMOO LOCATOR DMSION III i!!lllil ~ili~! iI:~~:a ~ifa; ;! alii --i -- ~ CD r -- .tr' ::J CD ~. ~ f' ~t ~~ )t~ -+z 5' II -" -" -....J co CD' ~ ~..;f" 'i\:. ~;r.~' J 'i'Ii':."'" ' ,f~~~";'t1f~ ,~,,'t "", /:1l _ -<~ ,,,,,. ,f r," ... 'l,C -R/W 54}./, fiEWER MANf./OLE f N.W; 10 TI-I AVE. t; I( J1I. M. Rlw FIRE J-IVoRANT. \ ~ ~ , ~ ::t:I. IJ.J -...J. ~ , '-!) ,I ' '.Sa ~ ~ ~ .~ ~<vQ; ~(J ~,? ~q;. Vj t-.. t\J ~ 1}. \U -..1 . ~~ Q... ~ ~J ~~ ~..,.~.. \fJit ~ ~. I t ,.; ~ ~ '" ~ ...... '" 't;j.. - , ~. ~ ~ ~ " ,- ~Ij ~ / () r ~. ~-l\V ,\\)'l'0~ ~ ~ D V. \ c.. D'''\ l ' ,/ + 1= N.E. /0 TII AilE --- (j," w'M. RI/f - FIRE HYORANT C TO C, O. P. ~ 8:" T" D TO E.O, P. = I' E TO E. O. P. :::: I' E TO F = 8:..a /I ~ --.J It) h. m l1J ~' \J ~I llJ; U) ::::: N ~ ~ ~ ~ I . 061D~2D ,,",. <to 100 ~ ". ." ., SCALf IN. FE.ET VALVE. NUMBER. 7~A 7cP 8 '7~C 7f;,D 7GE ?~,c. PIPE. SIz.E 2'1 ZII 14 " (p" (;,1/ 4" ~lJRFAc.t. Tl'PE'. RoO. f? I!OAD ICOAD r;;:()A~ ll~ NUMBI:R OF. TUIUl6. ~S oPo.I To, CLO~" ';', I~,,:;' ,r-. 1\1 DA.TE. Uo.6T / ...,). ill. OPfJU,Tr.O' . "'VI JlEVI.ION. CITY OF BOYNTON BEACH ENGINEERING. DEPARTMENT' _.II.v .. ()l .___'20' of 142.' 8 i " . 1), Q lit i: 1,;' i ---\ I' Ci) ::c I, I. , I -'" I \j )> + 0 --l 21' 'tqO 0 if1 P )> y < ()' r if1 + 0 33r.. 0 II i I! I,' . rv " I ' , , , )> " , "1 : II Ct4 \;' , . rv I! : :. t -+ I,; ; 'v , 0 i: , II! I! II , 13"7' ~ -:l ~ ... I~' 0 0 UJlVEYE lonEO R^DE$ CHECUO . .,1. NOTED TAUCTURE N01AnlS CHot:D (\) U' I' I , . I I' I ! ! II Ii I! i I ~MAT(.\-\. LlN~ 14-~OO c-.-- o ____.-!z? 104' . ~ <:20' L. 2<08 rr .. 8 0EAGi)'f~ r 8L v Of '58 Iv ('\.l ... o o u 6" in : ~ \]0 O'T""I lt1lJ ;..;<- l>- r~ 322' AI E. 2~D j T. 30' o/IV . 70' (pr ~~ o rf' ~ A) ~. '13' .,,~' 11'7' 164' IS(#' ;,) ~-_.-- lie" . --... -Z,I .t>- O '2~' ~ ~ '21;4' '2~I' -- I: : I" I i: ' N IU' 1M' 'Z70' 4 ze' I..J 1-1 J: ~24' / S' -t;.- ./. _ <.0&' '>; - -.--- - - .- 1,)' ,. >- ~ < ~ /81' e) ..;::. ~ '2of.~ '